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HomeMy WebLinkAboutPLANS - 23-00732 - Good 2 Go - New Commercial BldgID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL G-001 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 COVER SHEET PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION GOOD 2 GO 104 - REXBURG ID NEW CONSTRUCTION UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 DEFERRED SUBMITTALS 1. PREFABRICATED WOOD ROOF TRUSSES 2. FUEL CANOPY DESIGN 3. WALK IN COOLER(S) AND WALK IN FREEZER DESIGN 4. EXTERIOR SIGNAGE REQUIRED PERMITS 1. FIRE 2. FUEL GAS PIPING 3. BUILDING 4. PLUMBING 5. MECHANICAL 6. ELECTRICAL 7. SIGNS SHEET INDEX GENERAL DRAWINGS CIVIL DRAWINGS STRUCTURAL DRAWINGS G-001 G-002 G-101 G-105 G-401 G-501 C.1 C.2 C.3 C.4 C.5 C.6 C.7 C.8 C.9 C.10 C.11 C.12 S1.0 S1.1 S1.2 S1.3 COVER SHEET NOTES & LEGENDS FIRST FLOOR LIFE SAFETY TYPICAL DETAILS & ACCESSIBILITY COMPLIANCE ACCESSIBILITY COMPLIANCE COMCHECK COVER SHEET NOTES REFERENCE SHEET EXISTING CONDITIONS SITE OVERVIEW UTILITY PLAN GRADING PLAN LANDSCAPE PLAN N-SDRIVE AISLE STA +00 TO 40 SEWER EXTENSION 1+00 TO 6+20 BEST MANAGEMENT PRACTICES BEST MANAGEMENT DETAILS GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES TYPICAL DETAILS TYPICAL DETAILS SHEET INDEX ARCHITECTURAL SITE PLAN FUEL CANOPY FLOOR PLANS ROOF PLANS REFLECTED CEILING PLAN S1.4 S2.0 S2.1 S2.2 S3.0 S4.0 S4.1 S4.2 AS-101 AS-102 AS-103 FC-101 FC-102 FC-103 A-100 A-101 A-102 A-103 A-104 A-121 TYPICAL DETAILS FOUNDATION PLAN CONTROL JOINT PLAN ROOF FRAMING PLAN FOUNDATION DETAILS ROOF FRAMING DETAILS ROOF FRAMING DETAILS ROOF FRAMING DETAILS ARCHITECTURAL SITE PLAN ENLARGED SITE PLAN SITE DETAILS FUEL LINE SCHEMATIC FUEL TANK DETAIL BASIS OF DESIGN FUEL CANOPY DETAILS FIRST FLOOR PLAN SLAB PENETRATION PLAN EQUIPMENT PLAN EQUIPMENT SCHEDULE FIRST FLOOR DIMENSION PLAN ROOF PLAN SHEET INDEX ELEVATIONS SECTIONS WALL SECTIONS ENLARGED PLANS DETAILS A-150 A-201 A-301 A-351 A-352 A-353 A-354 A-355 A-401 A-402 A-403 A-404 A-405 A-501 A-502 A-511 A-521 A-571 A-572 FIRST FLOOR RCP EXTERIOR ELEVATIONS BUILDING SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS ENLARGED PLANS ENLARGED PLANS ENLARGED PLANS ENLARGED PLANS ENLARGED PLANS SECTION DETAILS SECTION DETAILS PLAN DETAILS CEILING DETAILS DOOR DETAILS WINDOW & DOOR DETAILS SHEET INDEX DOORS & WINDOWS FINISHES MECHANICAL PLUMBING ELECTRICAL A-601 AF-100 AF-101 M-000 M-001 M-002 M-100 M-200 M-300 M-301 M-400 P-100 P-200 P-300 P-400 P-401 P-500 P-500 E-001 E-002 E-101 DOOR & WINDOW SCHEDULE FIRST FLOOR FINISH PLAN FINISH SCHEDULE MECHANICAL COVER MECHANICAL SPECIFICATIONS MECHANICAL COMPLIANCE HVAC PLAN - FIRST FLOOR HVAC PLAN - ROOF HVAC DETAILS HVAC DETAILS HVAC SCHEDULES WASTE AND VENT PLAN - FIRST FLOOR WATER AND GAS PLAN - FIRST FLOOR PLUMBING PLAN - ROOF PLUMBING DETAILS PLUMBING DETAILS PLUMBING SCHEDULES PLUMBING SCHEDULES (1) ELECTRICAL COVER SHEET LIGHTNING COMPLIANCE FIRST FLOOR LIGHTING PLAN SHEET INDEX E-200 E-300 E-301 E-400 E-500 E-501 E-502 E-600 E-601 E-602 E-700 ES-100 ES-101 ES-102 ES-103 ES-104 FIRST FLOOR POWER PLAN FIRST FLOOR MECHANICAL POWER PLAN ROOF ELECTRICAL PLAN FIRST FLOOR SPECIAL SYSTEMS PLAN SINGLE-LINE DIAGRAM PANEL SCHEDULES PANEL SCHEDULES ELECTRICAL DETAILS ELECTRICAL DETAILS ELECTRICAL DETAILS LIGHTING DETAILS ELECTRICAL SITE PLAN SITE LIGHTING PLAN SITE TRENCH DETAILS SITE TRENCH DETAILS ELECTRICAL SITE PLAN-POWER UTILITY 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL G-002 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 NOTES & LEGENDS PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION STANDARD ABBREVIATIONS ABOVE FINISHED FLOOR AFF AIR CONDITIONING UNIT A/C UNIT AIR HANDLING UNIT AHU ALUMINUM AL AMERICANS WITH DISABILITIES ACT ADA AUTHORITY HAVING JURISDICTION AHJ ACCESSORY ACC BUILDING BLDG CEILING CLG CEILING HEIGHT CLGHT CLEANOUT CO CLEANOUT TO GRADE COTG CLEAR CLR CLOSET CLOS. COLD WATER PIPING CW COLUMN COL CONCRETE CONC CONCRETE MASONRY UN IT CMU CONTRACTOR FURNISHED CONTRACTOR INSTALLED C.F.C.I. CONTRACTOR FURNISHED OWNER INSTALLED C.F.O.I. CORRIDOR CORR CUBIC FEET CU FT CUBIC INCH CU IN CUBIC YARD CU YD CUSTODIAN CUST DEMOLITION DEMO DETAIL DET DIMENSION DIM DISTANCE DIST DOUBLE DBL DRAWING DWG EACH EA ELEVATION ELEV ENTRANCE ENTR EQUAL EQ EQUIPMENT EQUIP ETHYLENE PROPYLENE DIENE MONOMER EPDM EXISTING EXIST EXTERIOR INSULATION AND FINISH SYSTEM EIFS EXTERNAL/EXTERIOR EXT FACE OF FINISH FOF FACE OF MASONRY FOM FACE OF STUD FOS FACE OF WALL FOW FIBERGLASS-FACED GYPSUM BOARD FFG FIBER REINFORCED GYPSUM FRG FIELD VERIFY F.V. FINISH FLOOR FF FINISH FLOOR ELEVATION FFE FINISH GRADE FG FIRE EXTINGUISHER FE FLOOR DRAIN FD FOOT FT FOOTING FTG FOUNDATION FDTN FURNITURE FURN GLASS-FIBER-REINFORCED CONCRETE GFRC GLASS-FIBER-REINFORCED GYPSUM GFRG GLUED LAMINATED WOOD GLU LAM GYPSUM BOARD GYP BD HANDICAP HC HARDWOOD HDWD HEATING, VENT & AIR CONDITIONING HVAC HEIGHT HT HOLLOW METAL HM HEIGHT HT HOLLOW METAL HM HOLLOW STRUCTURAL STEEL HSS HORIZONTAL HOR HOSE BIB HB HOT WATER HW INSULATION INSUL INTERIOR / INTERNAL INT INTERNATIONAL INTL INTERNATIONAL BUILDING CODE IBC KITCHEN KIT LAUNDRY LAU LAVATORY LAV LEFT HAND LH LEFT HAND REVERSE LHR LIVING ROOM LR MAXIMUM MAX MECHANICAL MECH MINIMUM MIN MIRROR MIRR NATURAL GAS NG NON LOAD BEARING NLB OPPOSITE OPP OWNER FURNISHED CONTRACTOR INSTALLED O.F.C.I. OWNER FURNISHED OWNER INSTALLED O.F.O.I. PLASTIC LAMINATE PLAM POLYVINYL CHLORIDE PVC PROPERTY LINE PL QUANTITY QTY RADIUS R RECEPTACLE RECEPT RECESSED CAN LIGHT RC REFLECTED CEILING PLAN RCP REINFORCING STEEL BARS REBAR REQUIRED REQD RIGHT HAND RH RIGHT HAND REVERSE RHR RIGHT OF WAY ROW ROOF DRAIN RD ROOM RM SANITARY SEWER SAN SMOKE DETECTOR SD SOLID CORE WOOD SC WD SQUARE FOOT (FEET) SF STORM DRAIN STMDR STORM SEWER SS STORAGE STOR SUSPENDED ACOUSTICAL TILE S.A.T. TONGUE AND GROOVE T & G TOP OF BEAM TOB TOP OF CONCRETE / CURB TOC TOP OF CONCRETE FOOTING TOC FTG TOP OF CONCRETE WALL TOCW TOP OF FINISH FLOOR TFF TOP OF FLOOR/FOOTING/FRAME TOF TOP OF FOUNDATION TO FDN TOP OF WALL TOW TYPICAL TYP ULTRAVIOLET UV VAPOR BARRIER VB VERTICAL VERT VINYL COMPOSITION TILE VCT WALL CLEANOUT WCO WALK IN CLOSET WIC WITH W/ WITHOUT W/O ID DA T E DE S C R I P T I O N STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL SHEET 2 OF 56 G-002 CIVIL 30 5 1st ST R E E T , ID A H O FA L L S ,ID 83401 PH : 20 8 .75 7 .57 0 0 Project No. Pr o j e c t Na m e Si t e Fu l l Ad d r e s s 1 Si t e Fu l l Ad d r e s s 2 Si t e Ci t y Si t e St a t e /Pr o v i n c e Si t e Po s t c o d e /ZI P Si t e Co u n t r y Or i g i n a l do c u m e n t is on fi l e wi t h th e da t e an d ar c h i t e c t si g n a t u r e Or i g i n a l do c u m e n t s si g n e d by : 3/ 9/ 20 2 1 Da t e or i g i n a l do c u m e n t s si g n e d : TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 2 1 RE S I N AR C H I T E C T U R E , LL C . TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 2 1 RE S I N AR C H I T E C T U R E , LL C . NOTES & LEGENDS MARK DATE DESCRIPTION STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL SHEET 2 OF 47 G-002 CIVIL 520 S hou p, I daho F alls ,I D 83402 P H: 208.757.5700 P roje c t No. Proj ect N ame Si te Full A dd ress 1 Si te Full A dd ress 2 Si te Ci ty Si te Sta te/ Provi nce Si te Postcod e/ ZIP Si te Countr y J . GR AHAM WHI P P L E Original docu m ent is on file with the date and archit e ct s ignature Original docu m ents s igne d by: 3/5/19 Date original docu m e nts s igne d: T HE S E P L ANS , D R AWI NGS , AND DE S IGNS AR E T HE E X CL US IVE P R OP E R T Y OF R E S IN AR CHI T E CT U R E , L L C AND S HAL L NOT B E R E P R OD UCE D IN ANY F OR M WI T HOU T WR IT T E N CONS E NT. AL L R I GHT S R E S E R VE D © 2018 R E S I N AR CHIT E CT UR E , L L C. T HE S E P L ANS , D R AWI NGS , AND DE S IGNS AR E T HE E X CL US IVE P R OP E R T Y OF R E S IN AR CHI T E CT U R E , L L C AND S HAL L NOT B E R E P R OD UCE D IN ANY F OR M WI T HOU T WR IT T E N CONS E NT. AL L R I GHT S R E S E R VE D © 2018 R E S I N AR CHIT E CT UR E , L L C. PRELIMINARY NOT FOR CONSTRUCTION NOT E S & L E GE ND S 007 05 1 #D rgI D #L ayI D #DrgID#LayID #DrgID #LayID SECTIO N M ARKERSYMBOLS G RID BUBBLE DO O R M ARKER W IN DO W M A RKER IN TERIO R ELEVATIO N M A RKER DETA IL M A RKER / EN LA RG ED PLA N M A RKER STA N DA RD A BBREVIATIO N S AB OVE F I NI S HE D F L OOR AF F AI R COND I T IONI NG U NI T A/C U NI T AI R HANDL I NG U NI T AHU AL UMI NUM AL AME R I CANS WI T H DIS AB I L I T I E S ACT AD A AU T HOR IT Y HAV ING J UR IS D I CT ION AHJ ACCE S S OR Y ACC B U I L D ING B L D G CE I L ING CL G CE I L ING HE IGHT CL GHT CL E ANOU T CO CL E ANOU T T O GR AD E COT G CL E AR CL R CL OS E T CL OS . COL D WAT E R P IP ING CW COL UMN COL CONCR E T E CONC CONCR E T E MAS ONR Y U N I T CMU CONT R ACT OR F UR NIS HE D CONT R ACT OR I NS T AL L E D C.F.C.I. CONT R ACT OR F UR NIS HE D OWNE R I NS T AL L E D C.F.O.I . COR R ID OR COR R CUB I C F E E T CU F T CUB I C I NCH CU IN CUB I C YAR D CU Y D CUS T ODI AN CUS T D E MOL I T ION D E MO D E T AIL D E T D IME NS I ON D IM D IS T ANCE D IS T D OUB L E D B L D R AWING D WG E ACH E A E L E VAT I ON E L E V E NT R ANCE E NT R E QU AL E Q E QU I P ME NT E QU IP E T HY L E NE P R OP Y L E NE D IE NE MONOME R E P D M E X I S T I NG E X I S T E X T E R I OR I NS UL AT I ON AND F I NI S H S Y S T E M E IF S E X T E R NAL /E X T E R I OR E X T F ACE OF F I NI S H F OF F ACE OF MAS ONR Y F OM F ACE OF S T U D F OS F ACE OF WAL L F OW F I B E R GL AS S -F ACE D GY P S UM B OAR D F F G F I B E R R E I NF OR CE D GY P S U M F R G F I E L D VE R IF Y F.V. F I NI S H F L OOR F F F I NI S H F L OOR E L E VAT I ON F F E F I NI S H GR AD E F G F I R E E X T INGUIS HE R F E F L OOR D R AI N F D F OOT F T F OOT ING F T G F OU NDAT I ON F D T N F U R NIT U R E F U R N GL AS S -F I B E R -R E I NF OR CE D CONCR E T E GF R C GL AS S -F I B E R -R E I NF OR CE D GY P S U M GF R G GL U E D L AMI NAT E D WOOD GL U L AM GY P S UM B OAR D GY P B D HAND I CAP HC HAR D WOOD HD WD HE AT ING, V E NT & AI R COND I T IONING HVAC HE I GHT HT HOL L OW ME T AL HM HOL L OW S T R U CT U R AL S T E E L HS S HOR IZONT AL HOR HOS E B I B HB HOT WAT E R HW INS U L AT ION INS U L INT E R IOR / I NT E R NAL INT INT E R NAT IONAL INT L INT E R NAT IONAL B U I L D I NG COD E IB C K I T CHE N K IT L AUND R Y L AU L AVAT OR Y L AV L E F T HAND L H L E F T HAND R E V E R S E L HR L I VING R OOM L R MAX I MUM MAX ME CHANI CAL ME CH MI NI MU M MI N MI R R OR MI R R NAT UR AL GAS NG NON L OAD B E AR ING NL B OP P OS I T E OP P OWNE R F UR NI S HE D CONT R ACT OR I NS T AL L E D O.F.C.I . OWNE R F UR NI S HE D OWNE R I NS T AL L E D O.F.O.I . P L AS T IC L AMINAT E P L AM P OL Y V I NY L CHL OR ID E P V C P R OP E R T Y L INE P L QUANT IT Y QT Y R AD I U S R R E CE P T ACL E R E CE P T R E CE S S E D CAN L IGHT R C R E F L E CT E D CE I L ING P L AN R CP R E I NF OR CING S T E E L B AR S R E B AR R E QU I R E D R E QD R IGHT HAND R H R IGHT HAND R E V E R S E R HR R IGHT OF WAY R OW R OOF D R AIN R D R OOM R M S ANI T AR Y S E WE R S AN S MOK E D E T E CT OR S D S OL ID COR E WOOD S C WD S QU AR E F OOT (F E E T ) S F S T OR M D R AI N S T MD R S T OR M S E WE R S S S T OR AGE S T OR S U S P E ND E D ACOU S T I CAL T IL E S .A.T. T ONGU E AND GR OOV E T & G T OP OF B E AM T OB T OP OF CONCR E T E / CUR B T OC T OP OF CONCR E T E F OOT I NG T OC F T G T OP OF CONCR E T E WAL L T OCW T OP OF F INIS H F L OOR T F F T OP OF F L OOR /F OOT I NG/F R AME T OF T OP OF F OUND AT ION T O F D N T OP OF WAL L T OW T Y P ICAL T Y P UL T R AV IOL E T UV VAP OR B AR R I E R V B V E R T ICAL V E R T V I NY L COMP OS IT I ON T I L E V CT WAL L CL E ANOU T WCO WAL K IN CL OS E T WIC WIT H W/ WIT HOUT W/O 1 . DRAW IN G S AN D DESIG N S M AY N O T BE REPRO DUCED, CO PIED, O R DISTRIBUTEDELECTRONICALLY IF YO U ARE N O T PART O F THE PRO JECT TEA M W ITHO UT PRIO RAPPROVAL O F THE REG ISTERED DESIG N PRO FESSIO N AL O F RECO RD.2 . DRAW IN G S A RE N O T IN TEN DED TO BE SCA LED. DIM EN SIO N S ARE SHO W N FO RCLARITY. CO N TACT DESIG N PRO FESSIO N AL O F RECO RD FO R CLARIFICATIO N O FDIMENSIONS W HERE N O N E A RE SHO W N .CODE: 3 . W O RK CO N TAIN ED IN THESE DO CUM EN TS SHA LL M EET A LL REQ UIREM EN TS O F THE LATEST ADO PTED CO DES A S APPLIED BY THE JURISDICTIO N HAVIN G AUTHO RITY O VER THE PRO JECT. REFER TO THE CO DE AN ALYSIS SUM M A RY FO R SPECIFIC CO DES USED FO R THIS PRO JECT. GENERAL CONDITIONS: 4 . REFER TO THE G EN ERA L CO N DITIO N S PRO VIDED IN THE PRO JECT M AN UAL FO R SPECIFIC REQ UIREM EN TS RELATED TO THIS PRO JECT. BUILDING PERMIT FEES INCLUDED: 5 . G EN ERAL CO N TRACTO R SHALL IN CLUDE CO STS FO R ALL PERM ITS RELATED TO THE W O RK DEFIN ED IN THE CO N TRACT DO CUM EN TS A S PART O F THE TO TA L BID FO R THE PRO JECT. WORKMANSHIP: 6 . ALL W O RKM AN SHIP A N D M ATERIALS SHALL CO N FO RM TO THE LATEST A DO PTED BUILDIN G CO DE EDITIO N S AN D THE CO N DITIO N S A N D SPECIFICATIO N S O F A LL G O VERN IN G AUTHO RITIES. A LL CO N TRACTO RS, SUBCO N TRACTO RS AN D W O RKM AN SHALL BE KN O W LEDG EABLE A N D SKILLED IN THE TASKS A SSIG N ED TO THEM . SITE VERIFICATION: 7 . THE CO N TRACTO R A N D SUB CO N TRACTO R SHALL VISIT THE SITE AN D VERIFY EXISTIN G SITE CO N DITIO N S, DIM EN SIO N S AN D RELATIO N SHIPS TO EXISTIN G ELEM EN TS PRO VIDED BY O THERS. CO N TRACTO R SHA LL N O TIFY A RCHITECT & O W N ER O F CO N DITIO N S THAT A RE IN CO N TRADICTIO N TO THE IN FO RM ATIO N PRO VIDED IN THESE DO CUM EN TS, W HERE SUCH CO N DITIO N S W ILL A FFECT THE W O RK DESCRIBED IN THESE DO CUM EN TS. FAILURE TO N O TIFY ARCHITECT & O W N ER IN DICATES ACCEPTAN CE O F THE EXISTIN G CO N DITIO N S. N O EXTRA CO ST O R TIM E SHA LL BE A DDED TO THE CO N STRUCTIO N CO N TRACT DUE TO FAILURE TO ACKN O W LEDG E DISCREPA N CIES IN EXISTIN G SITE CO N DITIO N S. DRAWING/SPECIFICATION CONFLICTS: 8 . SHO ULD DIM EN SIO N AL ERRO RS O CCUR, THE CO N TRACTO R SHALL N O TIFY THE A RCHITECT PRIO R TO CO M M EN CEM EN T O F THAT PO RTIO N O F THE W O RK. DIM EN SIO N S SHALL TAKE PRECEDEN CE O VER SCALE M EA SUREM EN TS. DETA IL DRAW IN G S SHALL TAKE PRECEDEN CE O VER GEN ERAL SM ALL-SCALE DRAW IN G S. DETAIL REPRESEN TATIO N S HAVIN G SCA LE AN D DIM EN SIO N S SHALL G O VERN . W O RK IN DICATED BUT N O T PARTICULARLY DETAILED O R SPECIFIED SHA LL BE EQ UA L TO SIM ILAR PARTS THAT ARE DETA ILED O R SPECIFIED. THE SUB CO N TRACTO R SHALL VERIFY ALL DIM EN SIO N S IN THE FIELD AN D BEFO RE AN Y W O RK IS CO N STRUCTED O R FA BRICATED. DIM EN SIO N S ARE TYPICA LLY TO FACE O F STRUCTURE A N D FRAM IN G UN LESS O THERW ISE N O TED. CO N TRACTO R IS RESPO N SIBLE TO VERIFY THICKN ESSES O F FIN ISHES AN D ALLO W FO R A DEQ UATE CRITICAL CLEA RAN CES BETW EEN FIN ISHES W HERE IN DICATED AS "CLEAR" IN THE DIM EN SIO N S. 9 . SHO ULD A CO N FLICT O R DISCREPA N CY APPEA R BETW EEN THE DRAW IN G S A N D SPECIFICATIO N S O R BETW EEN ARCHITECTURAL, STRUCTURA L, M ECHA N ICAL, ELECTRICAL, A N D/O R CIVIL EN G IN EERIN G DRAW IN G S, O R W O RK PERFO RM ED BY O THERS W HICH A FFECTS THE W O RK DESCRIBED IN THESE DO CUM EN TS, THE CO N TRACTO R SHALL N O TIFY THE A RCHITECT IN W RITIN G THRO UGH A FO RM AL RFI PRO CESS A N D RECEIVE W RITTEN IN STRUCTIO N S PRIO R TO PRO CEEDIN G W ITH THE W O RK IN Q UESTIO N . SHO ULD THE CO N TRACTO R PRO CEED PRIO R TO RECEIPT O F ARCHITECTS W RITTEN IN STRUCTIO N S, THE CO N TRACTO R SHA LL M A KE G O O D AN D CO RRECT A N Y W O RK DA M AG ES RESULTIN G FRO M THE PRO CEDURE. N O EXTRA CO ST O R TIM E TO THE CO N STRUCTIO N CO N TRACT SHA LL BE ALLO W ED FO R SUCH CO RRECTIO N S. 1 0 . SHO ULD CO N FLICT O R DISCREPAN CY A PPEAR BETW EEN THE DRAW IN G S AN D THE SPECIFICATIO N S, THE CO N TRACTO R SHALL CO N TACT THE A RCHITECT FO R CLARIFICATIO N O N THE ISSUE. THE M O ST RESTRICTIVE O R EXPEN SIVE CO N STRUCTIO N M ETHO D O R M ATERIA L IN VO LVED IS A SSUM ED AS PA RT O F THE W O RK, UN LESS THE CO N TRACTO R RECEIVES W RITTEN CLARIFICATIO N PRIO R TO BIDDIN G A S TO THE M ETHO D O R M ATERIA LS TO BE EM PLO YED. ALL DOCUMENTS ARE BINDING: 1 1 . THE CO N TRACTO R, SUBCO N TRACTO R, SUPPLIERS & ALL TRADES SHALL BE FAM ILIA R W ITH ALL DO CUM EN TS ASSO CIATED W ITH THE W O RK. IN FO RM ATIO N SHO W IN G O N O N E SHALL BE BIN DIN G & IN EFFECT AS IF SHO W N O N A LL. SUBM ISSIO N O F BIDS FO R THIS PRO JECT IN DICATES ACCEPTAN CE O F THE EN TIRE SET O F CO N TRACT DO CUM EN TS IN CLUDIN G DRAW IN G S A N D SPECIFICATIO N S. PLAN REVIEW/INSPECTOR CHANGES: 1 2 . THE A RCHITECT SHALL N O T BE HELD RESPO N SIBLE FO R CHA N G ES REQ UESTED BY PLA N REVIEW ERS AN D/O R FIELD IN SPECTO RS O F THE G O VERN M EN TA L AUTHO RITIES HAVIN G JURISDICTIO N O VER THIS W O RK. SHO ULD THE CO N TRACT DO CUM EN TS BE DEEM ED BY THE AUTHO RITIES TO BE IN CO N FLICT W ITH CO DE O R REG ULATIO N S, THE CO N TRACTO R SHALL IM M EDIATLY N O TIFY THE ARCHITECT O F THE CO N FLICT AN D SHA LL N O T PRO CEED W ITH THE PO RTIO N O F THE W O RK IN Q UESTIO N UN TIL RECEIVIN G W RITTEN ACKN O W LEDG M EN T A N D DIRECTIO N FRO M THE ARCHITECT. AT N O TIM E IS THE CO N TRACTO R TO TAKE DIRECTIO N FRO M THE G O VERN M EN TAL AUTHO RITIES W HICH DEVIATES FRO M THE A PPRO VED CO N STRUCTIO N DO CUM EN TS. SHO ULD THE CO N TRACTO R PRO CEED PRIO R TO THE RECEIPT O F THE A RCHITECT'S W RITTEN IN STRUCTIO N , THE CO N TRACTO R SHALL CO RRECT AN Y W O RK AN D/O R DA M AG ES RESULTIN G FRO M THE PRO CEDURE. N O CO ST O R TIM E TO THE CO N STRUCTIO N CO N TRACT SHA LL BE ALLO W ED FO R SUCH CO RRECTIO N S. 1 3 . THE G EN ERA L CO N TRACTO R A N D A LL SUBCO N TRACTO RS SHALL REVIEW THE FULL CO N TEN T O F THE PLAN S FO R DISCREPAN CIES AN D O M ISSIO N S PRIO R TO CO M M EN CM EN T O F W O RK. THE G EN ERA L CO N TRACTO R A N D A LL SUBCO N TRACTO RS SHALL BE RESPO N SIBLE FO R A N Y N O N -CO N FO RM AN CE W ITH THE FULL CO N TEN T O F THE PLA N S AN D SPECS. CO N TRACTO R A N D SUBCO N TRACTO R SHALL BE RESPO N SIBLE FO R TRADE SPECIFIC CO DE REQ UIREM EN TS. LIMIT OF CONSTRUCTION:1 4 . THE CO N TRACTO R SHA LL CO N FIN E O PERATIO N S AT THE SITE TO AREASPERMITTED BY LAW , O RDIN AN CES, PERM ITS AN D CO N TRACT DO CUM EN TSAND/O R A S DIRECTED BY THE ARCHITECT. THE CO N TRACTO R SHA LL N O TUNREASONABLY EN CUM BER THE SITE W ITH M ATERIA LS O R EQ UIPM EN T. TRA SHAND REFUSE SHALL BE PLACED IN EN CLO SED CO N TAIN ERS A N D REM O VED ATREGULAR IN TERVALS.SHOP DRAWINGS, SAMPLES AND APPROVALS: 1 5 . N O W O RK REQ UIRIN G SHO P DRAW IN G S O R SA M PLES SHALL CO M M EN CE UN TIL THE ARCHITECT HA S REVIEW ED THE SUBM ISSIO N AN D RESPO N DED IN W RITIN G . SUCH W O RK SHALL BE IN ACCO RDA N CE W ITH REVIEW ED SHO P DRAW IN G S A N D SA M PLES. FIRE REQUIREMENTS: 1 6 . A DDRESS N UM BERS M UST BE PO STED O N THE BUILDIN G , CLEARLY VISIBLE FRO M THE STREET A N D BE AT LEA ST 4 " IN ACCO RDA N CE W ITH IBC SECTIO N 5 0 1 .2 (2 0 1 5 ). BLOCKING: 1 7 . PRO VIDE ALL BLO CKIN G REQ UIRED FO R ATTACHM EN T O F A LL W ALL HUN G ITEM S. (I.E. G RA B BARS, CO UN TERS, RO O F LADDERS, ETC.) BLO CKIN G SHALL BE PRESSURE TREATED FIRE RESISTIVE IN RATED BUILDIN G A N D W ALL A SSEM BLIES, STAN DARD N O M IN AL LUM BER SIZES IN N O N RATED ASSEM BLIES. EXIT SIGNAGE AND ILLUMINATION: 1 8 . EXIT SIG N S SHA LL BE IN STA LLED W HEN THERE ARE TW O O R M O RE EXITS REQ UIRED FRO M A RO O M O R STO RY. THESE SIGN S SHA LL BE PLACED AT EACH EXIT DO O R AN D IN SUCH A M A N N ER A S TO CLEA RLY M A RK A N D IN DICATE THE EXIT PATH TO THE EXTERIO R O F THE BUILDIN G PER IBC SECTIO N 1 0 1 3 (2 0 1 5 ). 1 9 . THE M EAN S O F EG RESS, IN CLUDIN G THE EXIT DISCHARG E, SHALL BE ILLUM IN ATED AT ALL TIM ES THE BUILDIN G SPACE SERVED BY THE M EAN S O F EG RESS IS O CCUPIED PER IBC SECTIO N 1 0 1 3 .6 .2 (2 0 1 5 ). DOORS AND LANDINGS: 2 0 . EXIT DO O RS SHA LL BE O PERA BLE FRO M IN SIDE W ITHO UT THE USE O F A KEY O R SPECIAL KN O W LEDG E O R EFFO RT. THE M A IN EXIT DO O R M AY BE KEY O PERATED W ITH A SIG N STATIN G "THESE DO O RS REM AIN UN LO CKED W HEN BUILDIN G IS O CCUPIED" PER IBC SECTIO N 1 0 1 0 .1 .9 .3 (2 0 1 5 ). PA N IC HA RDW ARE SHA LL BE IN STA LLED O N EXIT DO O RS FRO M ASSEM BLY RO O M S W ITH A N O CCUPA N T LO A D O F 5 0 O R M O RE PER IBC SECTIO N 1 0 1 0 .1 .1 0 (2 0 1 5 ). 2 1 . A LL DO O R HARDW A RE AN D PLUM BIN G FIXTURE HA N DLES A RE REQ UIRED TO M EET THE ICC/A N SI STA N DA RDS A N D SECTIO N S A1 1 7 .1 -2 0 0 9 & SECTIO N S 3 0 9 , CHAPTER 4 , CHA PTER 6 . 2 2 . PRO VIDE A LAN DIN G O N BO TH SIDES O F DO O RS PER IBC SECTIO N 1 0 1 0 .1 .5 (2 0 1 5 ). W HEN A DO O R LA N DIN G SERVES A N O CCUPA N T LO A D O F 5 0 O R M O O R, DO O RS IN A N Y PO SITIO N SHALL N O T REDUCE THE LA N DIN G DIM EN SIO N S TO LESS THAN O N E-HALF ITS REQ UIRED W IDTH PER IBC SECTIO N 1 0 1 0 .1 .6 (2 0 1 5 ). 2 3 . LAN DIN G S M UST HAVE A DIM EN SIO N M EA SURED IN THE DIRECTIO N O F TRAVEL O F N O T LESS THAN 4 4 " A N D W IDTH N O T LESS THAT THE W IDTH O F THE DO O R. DO O RS IN THE FULLY O PEN PO SITIO N SHALL N O T REDUCE THE REQ UIRED DIM EN SIO N BY M O RE THAT 7 " PER IBC SECTIO N 1 0 1 0 .1 .6 (2 0 1 5 ). SAFETY GLAZING: 2 4 . SA FETY G LA ZIN G IS REQ UIRED PER IBC SECTIO N 2 4 0 6 (2 0 1 5 ), IN FIXED O R O PERABLE PA N ELS W ITHIN A 2 4 " A RC O F EITHER VERTICAL EDG E O F A DO O R A N D W HERE THE BO TTO M EXPO SED EDG E O F THE G LAZIN G IS LESS THAN 6 0 " A BO VE A STAN DIN G SURFACE. SAFETY G LAZIN G IS ALSO REQ UIRED IN ALL DO O RS. SAFETY G LAZIN G IS ALSO REQ UIRED IN G LA ZIN G IN AN IN DIVIDUA L FIXED O R O PERABLE PA N EL, O THER THA N THO SE LO CATIO N S DESCRIBED A BO VE THAT M EETS ALL O F THE FO LLO W IN G CO N DITIO N S: 1 . EXPO SED AREA O F THE IN DIVIDUA L PA N E G REATER THA N 9 SQ UA RE FEET. 2 . EXPO SED BO TTO M EDG E LESS THAT 1 8 " ABO VE FLO O R. 3 . EXPO SED TO P EDG E G REATER THAT 3 6 " A BO VE FLO O R, A N D 4 . O N E ARE M O RE W ALKIN G SURFACES W ITHIN 3 6 " HO RIZO N TALLY O F THE PLA N E O F THE G LAZIN G . LATERAL BRACING: 2 5 . SUSPEN DED CEILIN G , LIG HT FIXTURES AN D HVAC DIFFUSERS SHA LL BE SUPPO RTED A N D LATERA LLY BRACED A S SPECIFIED IN THE IBC (2 0 1 5 ) AN D SECTIO N 2 6 0 6 AN D CHA PTER 2 8 FO R CEILIN G BRACIN G REQ UIREM EN TS. 2 6 . IN TERIO R W ALLS, PERM AN AN T PA RTITIO N S AN D TEM PO RA RY PA RTITIO N S W HICH EXCEED 6 '-0 " IN HEIG HT SHA LL BE CO N STRUCTED TO RESIST ALL LO A DS TO W HICH THAT ARE SUBJECT BUT N O T LESS THAN A FO RCE O F 5 PO UN DS PER SQ UA RE FO O T A PPLIED PERPEN DICULAR TO THE W A LL. RE: IBC SECTIO N 1 6 0 7 .1 4 (2 0 1 5 ). INSULATION: 2 7 . A LL IN SULATIO N M ATERIALS, IN CLUDIN G FACIN G , ARE REQ UIRED TO HAVE A FLA M E SPREAD RATIN G O F 2 5 O R LESS A N D A M AXIM UM SM O KE DEN SITY O F 4 5 0 M A XIM UM , IBC SECTIO N 7 2 0 (2 0 1 5 ). HARDWARE AND CONTROLS: 2 8 . DO O R HARDW A RE AN D O PERATIO N AL CO N TRO LS SHALL BE O F THE TYPE THAT DO ES N O T REQ UIRE A TIG HT G RASPIN G O R PIN CHIN G M O TIO N THAT CO M PLIES W ITH IBC CHAPTER 1 1 AN D CA BO /A N SI A1 1 7 .1 REQ UIREM EN TS FO R ACCESSIBILITY. INTERIOR FINISHES: 2 9 . A LL IN TERIO R FIN ISHES FURN ISHED FO R THIS PRO JECT SHA LL CO M PLY W ITH IBC SETIO N 8 0 3 A N D TA BLE 8 0 3 .1 1 (2 0 1 5 ) FO R M AXIM UM A LLO W ABLE FLAM E SPREA D A N D SHALL HAVE A SM O KE DEN SITY N O G REATER THAT 4 5 0 . G EN ERA L N O TES AB OVE F I NI S HE D F L OOR AF FAIR COND I T I ONI NG U NI T A/C U NI TAIR HANDL I NG U NI T AHUALUMINUM ALAMERICANS WIT H DI S AB I L I T I E S ACT AD A AU T HOR IT Y HAV ING J UR IS D I CT ION AHJ ACCE S S OR Y ACC B U I L D ING B L D G CE I L ING CL G CE I L ING HE IGHT CL GHT CL E ANOU T CO CL E ANOU T T O GR AD E COT G CL E AR CL R CL OS E T CL OS . COL D WAT E R P IP ING CW COL UMN COL CONCR E T E CONC CONCR E T E MAS ONR Y U N I T CMU CONT R ACT OR F UR NIS HE D CONT R ACT OR I NS T AL L E D C.F.C.I . CONT R ACT OR F UR NIS HE D OWNE R I NS T AL L E D C.F.O.I . COR R ID OR COR R CUB I C F E E T CU F T CUB I C I NCH CU IN CUB I C YAR D CU Y D CUS T ODI AN CUS T D E MOL I T ION D E MO D E T AIL D E T D IME NS I ON D IM D IS T ANCE D IS T D OUB L E D B L D R AWING D WG E ACH E A E L E VAT I ON E L E V E NT R ANCE E NT R E QU AL E Q E QU IP ME NT E QU IP E T HY L E NE P R OP Y L E NE D IE NE MONOME R E P D M E X I S T I NG E X I S T E X T E R I OR I NS UL AT I ON AND F I NI S H S Y S T E M E IF S E X T E R NAL /E X T E R I OR E X T F ACE OF F INIS H F OF F ACE OF MAS ONR Y F OM F ACE OF S T U D F OS F ACE OF WAL L F OW F I B E R GL AS S -F ACE D GY P S UM B OAR D F F G F I B E R R E I NF OR CE D GY P S U M F R G F I E L D VE R IF Y F.V. F I NI S H F L OOR F F F I NI S H F L OOR E L E VAT I ON F F E F I NI S H GR AD E F G F I R E E X T INGUIS HE R F E F L OOR D R AI N F D F OOT F T F OOT ING F T G F OU NDAT I ON F D T N F U R NIT U R E F U R N GL AS S -F I B E R -R E I NF OR CE D CONCR E T E GF R C GL AS S -F I B E R -R E I NF OR CE D GY P S U M GF R G GL U E D L AMI NAT E D WOOD GL U L AM GY P S UM B OAR D GY P B D HAND I CAP HC HAR D WOOD HD WD HE AT ING, V E NT & AI R COND I T IONING HVAC HE I GHT HT HOL L OW ME T AL HM HOL L OW S T R U CT U R AL S T E E L HS S HOR IZONT AL HOR HOS E B I B HB HOT WAT E R HW INS U L AT ION INS U L INT E R IOR / I NT E R NAL INT INT E R NAT IONAL INT L INT E R NAT IONAL B U I L D I NG COD E IB C K IT CHE N K IT L AUND R Y L AU L AVAT OR Y L AV L E F T HAND L H L E F T HAND R E V E R S E L HR L I VING R OOM L R MAX IMUM MAX ME CHANI CAL ME CH MI NI MU M MI N MI R R OR MI R R NAT UR AL GAS NG NON L OAD B E AR ING NL B OP P OS I T E OP P OWNE R F UR NI S HE D CONT R ACT OR I NS T AL L E D O.F.C.I . OWNE R F UR NI S HE D OWNE R I NS T AL L E D O.F.O.I . P L AS T IC L AMINAT E P L AM P OL Y V I NY L CHL OR IDE P V C P R OP E R T Y L INE P L QUANT IT Y QT Y R AD I U S R R E CE P T ACL E R E CE P T R E CE S S E D CAN L IGHT R C R E F L E CT E D CE I L ING P L AN R CP R E I NF OR CING S T E E L B AR S R E B AR R E QU I R E D R E QD R IGHT HAND R H R IGHT HAND R E V E R S E R HR R IGHT OF WAY R OW R OOF D R AI N R D R OOM R M S ANI T AR Y S E WE R S AN S MOK E D E T E CT OR S D S OL ID COR E WOOD S C WD S QU AR E F OOT (F E E T ) S F S T OR M D R AI N S T MD R S T OR M S E WE R S S S T OR AGE S T OR S U S P E ND E D ACOU S T I CAL T IL E S .A.T. T ONGU E AND GR OOV E T & G T OP OF B E AM T OB T OP OF CONCR E T E / CUR B T OC T OP OF CONCR E T E F OOT I NG T OC F T G T OP OF CONCR E T E WAL L T OCW T OP OF F INIS H F L OOR T F F T OP OF F L OOR /F OOT I NG/F R AME T OF T OP OF F OUND AT ION T O F D N T OP OF WAL L T OW T Y P ICAL T Y P UL T R AV IOL E T UV VAP OR B AR R I E R V B V E R T ICAL V E R T V INY L COMP OS IT I ON T I L E V CT WAL L CL E ANOU T WCO WAL K IN CL OS E T WIC WIT H W/ WIT HOUT W/O AB OVE F I NI S HE D F L OOR AF FAIR COND I T I ONI NG U NI T A/C U NI TAIR HANDL I NG U NI T AHUALUMINUM ALAMERICANS WIT H DI S AB I L I T I E S ACT AD AAUTHORITY HAV ING J UR IS D I CT ION AHJACCESSORY ACCBUILDING B L D GCEILING CL GCEILING HE IGHT CL GHTCLEANOUT COCLEANOUT T O GR ADE COT GCLEAR CL RCLOSET CL OS .COL D WAT E R P IP ING CWCOLUMN COLCONCRETE CONCCONCRETE MAS ONR Y U N I T CMUCONTRACTOR F UR NIS HE D CONT R ACT OR INS T AL L E D C.F.C.I .CONT R ACT OR F UR NIS HE D OWNE R I NS T AL L E D C.F.O.I .COR R ID OR COR RCUBIC F E E T CU F TCUBIC I NCH CU INCUBIC YAR D CU Y DCUSTODIAN CUS TDEMOLITION D E MODETAIL D E TDIMENSION D IMDISTANCE D IS TDOUBLE D B LDRAWING D WGEACH E AELEVATION E L E VENTRANCE E NT REQUAL E QEQUIPMENT E QU IPETHYLENE P R OP Y L E NE D IE NE MONOME R E P D MEXISTING E X I S TEXTERIOR I NS UL AT I ON AND F I NI S H S Y S T E M E IF S E X T E R NAL /E X T E R I OR E X TFACE OF F INIS H F OFFACE OF MAS ONR Y F OMFACE OF S T U D F OSFACE OF WAL L F OWFIBERGLASS-F ACE D GY P S UM B OAR D F F GFIBER R E I NF OR CE D GY P S U M F R GFIELD VE R IF Y F.V.F I NI S H F L OOR F FFINISH F L OOR E L E VAT I ON F F EFINISH GR AD E F GFIRE E X T INGUIS HE R F EFLOOR D R AI N F DFOOT F TFOOTING F T GFOUNDATION F D T NFURNITURE F U R NGLASS-F I B E R -R E I NF OR CE D CONCR E T E GF R CGLASS-F I B E R -R E I NF OR CE D GY P S U M GF R GGLUED L AMI NAT E D WOOD GL U L AMGYPSUM B OAR D GY P B DHANDICAP HC HAR D WOOD HD WD HE AT ING, V E NT & AI R COND I T IONING HVAC HE I GHT HT HOL L OW ME T AL HM HOL L OW S T R U CT U R AL S T E E L HS S HOR IZONT AL HOR HOS E B I B HB HOT WAT E R HW INS U L AT ION INS U L INT E R IOR / I NT E R NAL INT INT E R NAT IONAL INT L INT E R NAT IONAL B U I L D I NG COD E IB C K IT CHE N K IT L AUND R Y L AU L AVAT OR Y L AV L E F T HAND L H L E F T HAND R E V E R S E L HR L I VING R OOM L R MAX IMUM MAX ME CHANI CAL ME CH MI NI MU M MI N MI R R OR MI R R NAT UR AL GAS NG NON L OAD B E AR ING NL B OP P OS I T E OP P OWNE R F UR NI S HE D CONT R ACT OR I NS T AL L E D O.F.C.I . OWNE R F UR NI S HE D OWNE R I NS T AL L E D O.F.O.I . P L AS T IC L AMINAT E P L AM P OL Y V I NY L CHL OR IDE P V C P R OP E R T Y L INE P L QUANT IT Y QT Y R AD I U S R R E CE P T ACL E R E CE P T R E CE S S E D CAN L IGHT R C R E F L E CT E D CE I L ING P L AN R CP R E I NF OR CING S T E E L B AR S R E B AR R E QU I R E D R E QD R IGHT HAND R H R IGHT HAND R E V E R S E R HR R IGHT OF WAY R OW R OOF D R AI N R D R OOM R M S ANI T AR Y S E WE R S AN S MOK E D E T E CT OR S D S OL ID COR E WOOD S C WD S QU AR E F OOT (F E E T ) S F S T OR M D R AI N S T MD R S T OR M S E WE R S S S T OR AGE S T OR S U S P E ND E D ACOU S T I CAL T IL E S .A.T. T ONGUE AND GR OOV E T & G T OP OF B E AM T OB T OP OF CONCR E T E / CUR B T OC T OP OF CONCR E T E F OOT I NG T OC F T G T OP OF CONCR E T E WAL L T OCW T OP OF F INIS H F L OOR T F F T OP OF F L OOR /F OOT I NG/F R AME T OF T OP OF F OUND AT ION T O F D N T OP OF WAL L T OW T Y P ICAL T Y P UL T R AV IOL E T UV VAP OR B AR R I E R V B V E R T ICAL V E R T V INY L COMP OS IT I ON T I L E V CT WAL L CL E ANOU T WCO WAL K IN CL OS E T WIC WIT H W/ WIT HOUT W/O GENERAL NOTES 1. DRAWINGS AND DESIGNS MAY NOT BE REPRODUCED , COPIED, OR DISTRIBUTED ELECTRONICALLY IF YOU ARE NOT PART OF THE PROJECT TEAM WITHOUT PRIOR APPROVAL OF THE REGISTERED DESIGN PROFESSIONAL OF RECORD. 2. DRAWINGS ARE NOT INTENDED TO BE SCALED . DIMENSIONS ARE SHOWN FOR CLARITY. CONTACT DESIGN PROFESSIONAL OF RECORD FOR CLARIFICATION OF DIMENSIONS WHERE NONE ARE SHOWN. CODE: 3. WORK CONTAINED IN THESE DOCUMENTS SHALL MEET ALL REQUIREMENTS OF THE LATEST ADOPTED CODES AS APPLIED BY THE JURISDICTION HAVING AUTHORITY OVER THE PROJECT. REFER TO THE CODE ANALYSIS SUMMARY FOR SPECIFIC CODES USED FOR THIS PROJECT. GENERAL CONDITIONS: 4. REFER TO THE GENERAL CONDITIONS PROVIDED IN THE PROJECT MANUAL FOR SPECIFIC REQUIREMENTS RELATED TO THIS PROJECT. BUILDING PERMIT FEES INCLUDED: 5. GENERAL CONTRACTOR SHALL INCLUDE COSTS FOR ALL PERMITS RELATED TO THE WORK DEFINED IN THE CONTRACT DOCUMENTS AS PART OF THE TOTAL BID FOR THE PROJECT. WORKMANSHIP: 6. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITIONS AND THE CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. ALL CONTRACTORS, SUBCONTRACTORS AND WORKMEN SHALL BE KNOWLEDGEABLE AND SKILLED IN THE TASKS ASSIGNED TO THEM. SITE VERIFICATION: 7. THE CONTRACTOR AND SUBCONTRACTOR SHALL VISIT THE SITE AND VERIFY EXISTING SITE CONDITIONS, DIMENSIONS AND RELATIONSHIPS TO EXISTING ELEMENTS PROVIDED BY OTHERS. CONTRACTOR SHALL NOTIFY ARCHITECT & OWNER OF CONDITIONS THAT ARE IN CONTRADICTION TO THE INFORMATION PROVIDED IN THESE DOCUMENTS, WHERE SUCH CONDITIONS WILL AFFECT THE WORK DESCRIBED IN THESE DOCUMENTS. FAILURE TO NOTIFY ARCHITECT & OWNER INDICATES ACCEPTANCE OF THE EXISTING CONDITIONS. NO EXTRA COST OR TIME SHALL BE ADDED TO THE CONSTRUCTION CONTRACT DUE TO FAILURE TO ACKNOWLEDGE DISCREPANCIES IN EXISTING SITE CONDITIONS. DRAWING/SPECIFICATION CONFLICTS: 8. SHOULD DIMENSIONAL ERRORS OCCUR, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO COMMENCEMENT OF THAT PORTION OF THE WORK. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE MEASUREMENTS. DETAIL DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL SMALL-SCALE DRAWINGS. DETAIL REPRESENTATIONS HAVING SCALE AND DIMENSIONS SHALL GOVERN. WORK INDICATED BUT NOT PARTICULARLY DETAILED OR SPECIFIED SHALL BE EQUAL TO SIMILAR PARTS THAT ARE DETAILED OR SPECIFIED . THE SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND BEFORE ANY WORK IS CONSTRUCTED OR FABRICATED. DIMENSIONS ARE TYPICALLY TO FACE OF STRUCTURE AND FRAMING UNLESS OTHERWISE NOTED. CONTRACTOR IS RESPONSIBLE TO VERIFY THICKNESSES OF FINISHES AND ALLOW FOR ADEQUATE CRITICAL CLEARANCES BETWEEN FINISHES WHERE INDICATED AS "CLEAR" IN THE DIMENSIONS. 9. SHOULD A CONFLICT OR DISCREPANCY APPEAR BETWEEN THE DRAWINGS AND SPECIFICATIONS OR BETWEEN ARCHITECTURAL , STRUCTURAL, MECHANICAL, ELECTRICAL, AND/OR CIVIL ENGINEERING DRAWINGS, OR WORK PERFORMED BY OTHERS WHICH AFFECTS THE WORK DESCRIBED IN THESE DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING THROUGH A FORMAL RFI PROCESS AND RECEIVE WRITTEN INSTRUCTIONS PRIOR TO PROCEEDING WITH THE WORK IN QUESTION. SHOULD THE CONTRACTOR PROCEED PRIOR TO RECEIPT OF ARCHITECTS WRITTEN INSTRUCTIONS, THE CONTRACTOR SHALL MAKE GOOD AND CORRECT ANY WORK DAMAGES RESULTING FROM THE PROCEDURE. NO EXTRA COST OR TIME TO THE CONSTRUCTION CONTRACT SHALL BE ALLOWED FOR SUCH CORRECTIONS. 10. SHOULD CONFLICT OR DISCREPANCY APPEAR BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ARCHITECT FOR CLARIFICATION ON THE ISSUE. THE MOST RESTRICTIVE OR EXPENSIVE CONSTRUCTION METHOD OR MATERIAL INVOLVED IS ASSUMED AS PART OF THE WORK, UNLESS THE CONTRACTOR RECEIVES WRITTEN CLARIFICATION PRIOR TO BIDDING AS TO THE METHOD OR MATERIALS TO BE EMPLOYED. ALL DOCUMENTS ARE BINDING: 11. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIERS & ALL TRADES SHALL BE FAMILIAR WITH ALL DOCUMENTS ASSOCIATED WITH THE WORK. INFORMATION SHOWING ON ONE SHALL BE BINDING & IN EFFECT AS IF SHOWN ON ALL. SUBMISSION OF BIDS FOR THIS PROJECT INDICATES ACCEPTANCE OF THE ENTIRE SET OF CONTRACT DOCUMENTS INCLUDING DRAWINGS AND SPECIFICATIONS. PLAN REVIEW/INSPECTOR CHANGES: 12. THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR CHANGES REQUESTED BY PLAN REVIEWERS AND/OR FIELD INSPECTORS OF THE GOVERNMENTAL AUTHORITIES HAVING JURISDICTION OVER THIS WORK. SHOULD THE CONTRACT DOCUMENTS BE DEEMED BY THE AUTHORITIES TO BE IN CONFLICT WITH CODE OR REGULATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF THE CONFLICT AND SHALL NOT PROCEED WITH THE PORTION OF THE WORK IN QUESTION UNTIL RECEIVING WRITTEN ACKNOWLEDGMENT AND DIRECTION FROM THE ARCHITECT. AT NO TIME IS THE CONTRACTOR TO TAKE DIRECTION FROM THE GOVERNMENTAL AUTHORITIES WHICH DEVIATES FROM THE APPROVED CONSTRUCTION DOCUMENTS. SHOULD THE CONTRACTOR PROCEED PRIOR TO THE RECEIPT OF THE ARCHITECT'S WRITTEN INSTRUCTION, THE CONTRACTOR SHALL CORRECT ANY WORK AND/OR DAMAGES RESULTING FROM THE PROCEDURE. NO COST OR TIME TO THE CONSTRUCTION CONTRACT SHALL BE ALLOWED FOR SUCH CORRECTIONS. 13. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL REVIEW THE FULL CONTENT OF THE PLANS FOR DISCREPANCIES AND OMISSIONS PRIOR TO COMMENCEMENT OF WORK. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ANY NON-CONFORMANCE WITH THE FULL CONTENT OF THE PLANS AND SPECS. CONTRACTOR AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR TRADE SPECIFIC CODE REQUIREMENTS. LIMIT OF CONSTRUCTION: 14. THE CONTRACTOR SHALL CONFINE OPERATIONS AT THE SITE TO AREAS PERMITTED BY LAW, ORDINANCES, PERMITS AND CONTRACT DOCUMENTS AND/OR AS DIRECTED BY THE ARCHITECT. THE CONTRACTOR SHALL NOT UNREASONABLY ENCUMBER THE SITE WITH MATERIALS OR EQUIPMENT. TRASH AND REFUSE SHALL BE PLACED IN ENCLOSED CONTAINERS AND REMOVED AT REGULAR INTERVALS. SHOP DRAWINGS, SAMPLES AND APPROVALS: 15. NO WORK REQUIRING SHOP DRAWINGS OR SAMPLES SHALL COMMENCE UNTIL THE ARCHITECT HAS REVIEWED THE SUBMISSION AND RESPONDED IN WRITING. SUCH WORK SHALL BE IN ACCORDANCE WITH REVIEWED SHOP DRAWINGS AND SAMPLES. FIRE REQUIREMENTS: 16. ADDRESS NUMBERS MUST BE POSTED ON THE BUILDING, CLEARLY VISIBLE FROM THE STREET AND BE AT LEAST 4" IN ACCORDANCE WITH IBC SECTION 501.2 (2018). BLOCKING: 17. PROVIDE ALL BLOCKING REQUIRED FOR ATTACHMENT OF ALL WALL HUNG ITEMS. (I.E. GRAB BARS, COUNTERS, ROOF LADDERS, ETC.) BLOCKING SHALL BE STANDARD NOMINAL LUMBER SIZES . EXIT SIGNAGE AND ILLUMINATION: 18. EXIT SIGNS SHALL BE INSTALLED WHEN THERE ARE TWO OR MORE EXITS REQUIRED FROM A ROOM OR STORY. THESE SIGNS SHALL BE PLACED AT EACH EXIT DOOR AND IN SUCH A MANNER AS TO CLEARLY MARK AND INDICATE THE EXIT PATH TO THE EXTERIOR OF THE BUILDING PER IBC SECTION 1013 (2018). 19. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED PER IBC SECTION 1013.6.2 (2018). DOORS AND LANDINGS: 20. EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. THE MAIN EXIT DOOR MAY BE KEY OPERATED WITH A SIGN STATING "THESE DOORS REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" PER IBC SECTION 1010.1.9.3 (2018). PANIC HARDWARE SHALL BE INSTALLED ON EXIT DOORS FROM ASSEMBLY ROOMS WITH AN OCCUPANT LOAD OF 50 OR MORE PER IBC SECTION 1010.1.10 (2018). 21. ALL DOOR HARDWARE AND PLUMBING FIXTURE HANDLES ARE REQUIRED TO MEET THE ICC/ANSI STANDARDS AND SECTIONS A117.1-2009 & SECTIONS 309, CHAPTER 4, CHAPTER 6. 22. PROVIDE A LANDING ON BOTH SIDES OF DOORS PER IBC SECTION 1010.1.5 (2018). WHEN A DOOR LANDING SERVES AN OCCUPANT LOAD OF 50 OR MORE, DOORS IN ANY POSITION SHALL NOT REDUCE THE LANDING DIMENSIONS TO LESS THAN ONE-HALF ITS REQUIRED WIDTH PER IBC SECTION 1010.1.6 (2018). 23. LANDINGS MUST HAVE A DIMENSION MEASURED IN THE DIRECTION OF TRAVEL OF NOT LESS THAN 44" AND WIDTH NOT LESS THAT THE WIDTH OF THE DOOR. DOORS IN THE FULLY OPEN POSITION SHALL NOT REDUCE THE REQUIRED DIMENSION BY MORE THAT 7" PER IBC SECTION 1010.1.6 (2018). SAFETY GLAZING: 24. SAFETY GLAZING IS REQUIRED PER IBC SECTION 2406 (2018), IN FIXED OR OPERABLE PANELS WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF A DOOR AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE A STANDING SURFACE. SAFETY GLAZING IS ALSO REQUIRED IN ALL DOORS. SAFETY GLAZING IS ALSO REQUIRED IN GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED ABOVE THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 1. EXPOSED AREA OF THE INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. 2. EXPOSED BOTTOM EDGE LESS THAN 18" ABOVE FLOOR. 3. EXPOSED TOP EDGE GREATER THAN 36" ABOVE FLOOR, AND 4. ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE PLANE OF THE GLAZING. LATERAL BRACING: 25. SUSPENDED CEILING, LIGHT FIXTURES AND HVAC DIFFUSERS SHALL BE SUPPORTED AND LATERALLY BRACED AS SPECIFIED IN THE IBC (2018) AND SECTION 2606 AND CHAPTER 28 FOR CEILING BRACING REQUIREMENTS. 26. INTERIOR WALLS, PERMANENT PARTITIONS AND TEMPORARY PARTITIONS WHICH EXCEED 6'-0" IN HEIGHT SHALL BE CONSTRUCTED TO RESIST ALL LOADS TO WHICH THEY ARE SUBJECT BUT NOT LESS THAN A FORCE OF 5 POUNDS PER SQUARE FOOT APPLIED PERPENDICULAR TO THE WALL. RE: IBC SECTION 1607.15 (2018). INSULATION: 27. ALL INSULATION MATERIALS, INCLUDING FACING, ARE REQUIRED TO HAVE A FLAME SPREAD RATING OF 25 OR LESS AND A MAXIMUM SMOKE DENSITY OF 450 MAXIMUM, IBC SECTION 720 (2018). 28. WHERE INSULATION IS PROVIDED IN FRAMED CAVITIES, INSULATION SHALL FILL FULL DEPTH OF FRAMED CAVITIES AND FIT TIGHT BETWEEN FRAMING UNLESS SPECIFICALLY NOTED OTHERWISE. HARDWARE AND CONTROLS: 29. DOOR HARDWARE AND OPERATIONAL CONTROLS SHALL BE OF THE TYPE THAT DOES NOT REQUIRE A TIGHT GRASPING OR PINCHING MOTION THAT COMPLIES WITH IBC CHAPTER 11 AND CABO/ANSI A117.1 REQUIREMENTS FOR ACCESSIBILITY. INTERIOR FINISHES: 30. ALL INTERIOR FINISHES FURNISHED FOR THIS PROJECT SHALL COMPLY WITH IBC SECTION 803 AND TABLE 803.13 (2018) FOR MAXIMUM ALLOWABLE FLAME SPREAD AND SHALL HAVE A SMOKE DENSITY NO GREATER THAT 450. NOTE: ARCHITECT IS RESPONSIBLE FOR ANSWERING ALL RFI'S WITHIN 7 WORKING DAYS AND RESPOND TO ALL SUBMITTALS WITHIN 14 WORKING DAYS. 007 05 1 #DrgID#LayID #DrgID #DrgID #LayID # # ## DRAWING IDLAYOUT ID DRAWING ID LAYOUT IDLAYOUT ID DRAWING ID LAYOUT ID SECTION MARKERSYMBOLS GRID BUBBLE DOOR MARKER WINDOW MARKER INTERIOR ELEVATION MARKER DETAIL MARKER / ENLARGED PLAN MARKER 007 05 #DrgID #LayID #DrgID #DrgID #LayID # # ## DRAWING ID LAYOUT ID DRAWING ID LAYOUT IDLAYOUT ID DRAWING ID LAYOUT ID SECTION MARKER SYMBOLS GRID BUBBLE DOOR MARKER WINDOW MARKER INTERIOR ELEVATION MARKER DETAIL MARKER / ENLARGED PLAN MARKER PROJECT LOCATION N VICINITY MAP 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL G-101 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 FIRST FLOOR LIFE SAFETY PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION Code Analysis Summary - G2G 104 Rexburg IDBuilding Codes:2018 International Building Code 2018 International Mechanical Code Authority Having Jurisdiction:2018 International Energy Conservation CodeCity of Rexburg 2017 Idaho Plumbing Code2017 National Electrical Code (NEC)2018 International Fire Code Property Address and Parcel Number TBD, Rexburg, ID 83440 RPRXBCA0365406Building Occupancy Classification and Use Designation MIxed Use Building Story Use (Chapter 3)Mercantile proposed 1 M Business proposed 1 B303.1.1 Small buildings and tenant spacesA building or tenant space used for assembly purposes with an occupant load of less than 50 persons shall be classified as a Group B occupancy. 406.7 Motor fuel-dispensing facilitiesMotor fuel-dispensing facilities shall comply with the International Fire Code and Sections 406.7.1 and 406.7.2.406.7.1 Vehicle Fueling Pad The vehicle shall be fueled on noncoated concrete or other approved paving material having a resistance not exceeding 1 megohm as determined by the methodology in EN 1081.406.7.2 CanopiesCanopies under which fuels are dispensed shall have a clear, unobstructed height of not less than 13 feet 6 inches (4115 mm) to the lowest projecting element in the vehicle drive-through area. Canopies and their supports over pumps shall be of noncombustible materials, fire-retardant-treated wood complying with Chapter 23, wood of Type IV sizes or of construction providing 1-hour fire resistance. Combustible materials used in or on a canopy shall comply with one of the following:1. Shielded from the pumps by a noncombustible element of the canopy, or wood of Type IV sizes;2. Plastics covered by aluminum facing having a thickness of not less than 0.010 inch (0.30 mm) or corrosion-resistant steel having a base metal thickness of not less than 0.016 inch (0.41 mm). The plastic shall have a flame spread index of 25 or less and a smoke-developed index of 450 or less when tested in the form intended for use in accordance with ASTM E84 or UL 723 and a self-ignition temperature of 650°F (343°C) or greater when tested in accordance with ASTM D1929; or3. Panels constructed of light-transmitting plastic materials shall be permitted to be installed in canopies erected over motor vehicle fuel-dispensing station fuel dispensers, provided the panels are located not less than 10 feet (3048 mm) from any building on the same lot and face yards or streets not less than 40 feet (12 192 mm) in width on the other sides. The aggregate areas of plastics shall be not greater than 1,000 square feet (93 m2). The maximum area of any individual panel shall be not greater than 100 square feet (9.3 m2). Building Height and Area Proposed Actual Allowed by IBC Construction Type (601)VB Non-Sprinklered Allowable Building Height In Feet Above Grade Plane (Table 504.3):27'-0"40'-0" Allowable Number of Stories Above Grade Plane (Table 504.4):1 1Allowable Area Factor (Table 506.2):7,278 9,000 Required Occupancy Separation (Table 508.4)Proposed Required Mixed Use Occupancies M / B Non-Sprinklered 0h 0hFire-Resistance Rating Requirements for Building Elements (Hours) (Table 601) Construction Type VB Primary Structural Frame:0 HourBearing Walls, Exterior:0 Hour Bearing Walls, Interior:0 Hour Nonbearing Walls:0 HourFloor Construction and associated secondary structural members:0 Hour Roof Construction and associated secondary structural members:0 Hour Fire-Resistance Rating Req. for Ext. Walls Based on Fire Separation Distance (Table 602) Exterior Walls:X >/= 30 0 Hour Fire-Resistance Rated Construction Opening Protectives (Section 716)None Required Fire Walls (Section 706)None Required Fire Barriers (Section 707, Table 508.4)None Required Fire Partitions (Section 708, 420.2, 1018.1)None Required Smoke Barriers (Section 709)None Required Shaft Enclosures (Section 713)None Required Table 803.11 - INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY Interior exit stairways andramps and exit passageways Corridors and enclosure for exit access stairways and ramps Rooms and enclosedspacesGroup B & M A B CClass A = Flame spread index 0-25; smoke-developed index 0-450.Class B = Flame spread index 26-75; smoke-developed index 0-450. Class C = Flame spread index 76-200; smoke-developed index 0-450. Fire Protection Systems Automatic Sprinkler Systems:None Required Portable Fire Extinguishers(906):75' Max Every 75' Fire Alarm and Detection System (907.2):None Required Occupant Load (Table 1004.5)See Occupant Load Chart on Sheet G-101 Egress Capacity Required Provided Other Egress (.2”/occupant):Section 1005.3.2 32" 2 @ 72" Ea. & 2 @ 48" Ea. Number of Exits Required 1 Each Side / Tenant 2 Each Side / Tenant Table 1017.2: Exit Access Travel Distance 200' Max.Plumbing Fixtures Required (Table 2902.1) Mercantile Occupancy 1 per #Required ProvidedW.C.'s 500 1 13 Urinals -0 5 Lavatories 750 1 8 Drinking Fountain 1000 1 0 Providing Water at Sink and at Soda Fountain Machines Service Sink -1 2 Business Occupancy - Future Tenant Improvement 1 per #Required Provided W.C.'s 25 2 0 Urinals -0 0 Lavatories 40 2 0 Drinking Fountain 100 1 0 Providing Water at Soda Fountain Machines Service Sink -1 1 see future tenant improvement plans Combined Occupancy Uses TotalsW.C.'s -3 13Urinals-0 5Lavatories-3 8 Drinking Fountain -1 0 Providing Water at Soda Fountain Machines & SinkService Sink -2 3 2303.2 Emergency Disconnect SwitchesAn approved emergency disconnect switch shall be provided at an approved location to stop the transfer of fuel to the fuel dispensers in the event of a fuel spill or other emergency. The emergency disconnect switch for exterior fuel dispensers shall be provided with ready access and shall be located within 100 feet (30 480 mm) of, but not less than 20 feet (6096 mm) from, the fuel dispensers. For interior fuel-dispensing operations, the emergency disconnect switch shall be provided with ready access and be installed at an approvedlocation. Such devices shall be distinctly labeled as: EMERGENCY FUEL SHUTOFF. Signs shall be provided in approved locations. Code Analysis Summary - G2G 104 Rexburg ID Building Codes:2018 International Building Code 2018 International Mechanical Code Authority Having Jurisdiction:2018 International Energy Conservation Code City of Rexburg 2017 Idaho Plumbing Code 2017 National Electrical Code (NEC) 2018 International Fire Code Property Address and Parcel Number TBD, Rexburg, ID 83440 RPRXBCA0365406 Building Occupancy Classification and Use Designation MIxed Use Building Story Use (Chapter 3)Mercantile proposed 1 M Business proposed 1 B Business proposed 1 B 303.1.1 Small buildings and tenant spaces A building or tenant space used for assembly purposes with an occupant load of less than 50 persons shall be classified as a Group B occupancy. 406.7 Motor fuel-dispensing facilities Motor fuel-dispensing facilities shall comply with the International Fire Code and Sections 406.7.1 and 406.7.2. 406.7.1 Vehicle Fueling Pad The vehicle shall be fueled on noncoated concrete or other approved paving material having a resistance not exceeding 1 megohm as determined by the methodology in EN 1081. 406.7.2 Canopies Canopies under which fuels are dispensed shall have a clear, unobstructed height of not less than 13 feet 6 inches (4115 mm) to the lowest projecting element in the vehicle drive-through area. Canopies and their supports over pumps shall be of noncombustible materials, fire-retardant-treated wood complying with Chapter 23, wood of Type IV sizes or of construction providing 1-hour fire resistance. Combustible materials used in or on a canopy shall comply with one of the following: 1. Shielded from the pumps by a noncombustible element of the canopy, or wood of Type IV sizes; 2. Plastics covered by aluminum facing having a thickness of not less than 0.010 inch (0.30 mm) or corrosion-resistant steel having a base metal thickness of not less than 0.016 inch (0.41 mm). The plastic shall have a flame spread index of 25 or less and a smoke-developed index of 450 or less when tested in the form intended for use in accordance with ASTM E84 or UL 723 and a self-ignition temperature of 650°F (343° C) or greater when tested in accordance with ASTM D1929; or 3. Panels constructed of light-transmitting plastic materials shall be permitted to be installed in canopies erected over motor vehicle fuel-dispensing station fuel dispensers, provided the panels are located not less than 10 feet (3048 mm) from any building on the same lot and face yards or streets not less than 40 feet (12 192 mm) in width on the other sides. The aggregate areas of plastics shall be not greater than 1,000 square feet (93 m2). The maximum area of any individual panel shall be not greater than 100 square feet (9.3 m2). Building Height and Area Proposed Actual Allowed by IBC Construction Type (601)VB Non-Sprinklered Allowable Building Height In Feet Above Grade Plane (Table 504.3):27'-0"40'-0"Okay Allowable Number of Stories Above Grade Plane (Table 504.4):1 1 Okay Allowable Area Factor (Table 506.2):8,083 9,000 Okay Required Occupancy Separation (Table 508.4)Proposed Required Mixed Use Occupancies M / B Non-Sprinklered 0h 0h Okay Fire-Resistance Rating Requirements for Building Elements (Hours) (Table 601) Construction Type VB Primary Structural Frame:0 Hour Okay Bearing Walls, Exterior:0 Hour Okay Bearing Walls, Interior:0 Hour Okay Nonbearing Walls:0 Hour Okay Floor Construction and associated secondary structural members:0 Hour Okay Roof Construction and associated secondary structural members:0 Hour Okay Fire-Resistance Rating Req. for Ext. Walls Based on Fire Separation Distance (Table 602) Exterior Walls:X >/= 30 0 Hour Fire-Resistance Rated Construction Opening Protectives (Section 716)None Required Okay Fire Walls (Section 706)None Required Okay Fire Barriers (Section 707, Table 508.4)None Required Okay Fire Partitions (Section 708, 420.2, 1018.1)None Required Okay Smoke Barriers (Section 709)None Required Okay Shaft Enclosures (Section 713)None Required Okay Table 803.11 - INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY Interior exit stairways and ramps and exit passageways Corridors and enclosure for exit access stairways and ramps Rooms and enclosed spaces Group B & M A B C Class A = Flame spread index 0-25; smoke-developed index 0-450. Class B = Flame spread index 26-75; smoke-developed index 0-450. Class C = Flame spread index 76-200; smoke-developed index 0-450. Fire Protection Systems Automatic Sprinkler Systems:None Required Okay Portable Fire Extinguishers(906):75' Max Every 75'Okay Fire Alarm and Detection System (907.2):None Required Okay Occupant Load (Table 1004.5)See Occupant Load Chart on Sheet G-101 5/31/23 - approximately 93 total Occupants Egress Capacity Required Provided Other Egress (.2”/occupant):Section 1005.3.2 32" 2 @ 72" Ea. & 2 @ 48" Ea.Okay Number of Exits Required 1 Each Side / Tenant 2 Each Side / Tenant Okay Table 1017.2: Exit Access Travel Distance 200' Max.Okay Plumbing Fixtures Required (Table 2902.1) Mercantile Occupancy 1 per #Required Provided W.C.'s 500 1 13 Okay Urinals -0 5 Okay Lavatories 750 1 8 Okay Drinking Fountain 1000 1 0 Providing Water at Sink and at Soda Fountain Machines Okay Service Sink -1 2 Okay Business Occupancy - Future Tenant Improvement 1 per #Required Provided W.C.'s 25 2 0 Urinals -0 0 Lavatories 40 2 0 Drinking Fountain 100 1 0 Providing Water at Soda Fountain Machines Service Sink -1 0 see future tenant improvement plans Business Occupancy - Future Tenant Improvement 1 per #Required Provided W.C.'s 25 2 0 Urinals -0 0 Lavatories 40 2 0 Drinking Fountain 100 1 0 Providing Water at Soda Fountain Machines Service Sink -1 0 see future tenant improvement plans Combined Occupancy Uses Totals W.C.'s -3 13 Okay Urinals -0 5 Okay Lavatories -3 8 Okay Drinking Fountain -1 0 Providing Water at Soda Fountain Machines & Sink Okay Service Sink -2 2 Okay 2303.2 Emergency Disconnect Switches An approved emergency disconnect switch shall be provided at an approved location to stop the transfer of fuel to the fuel dispensers in the event of a fuel spill or other emergency. The emergency disconnect switch for exterior fuel dispensers shall be provided with ready access and shall be located within 100 feet (30 480 mm) of, but not less than 20 feet (6096 mm) from, the fuel dispensers. For interior fuel-dispensing operations, the emergency disconnect switch shall be provided with ready access and be installed at an approvedlocation. Such devices shall be distinctly labeled as: EMERGENCY FUEL SHUTOFF. Signs shall be provided in approved locations.Okay MECH. RM 102 46 SF 300 1 4' os SPACE NAME / FUNCTIONAL USE ROOM NUMBER AREA OF ROOM / SPACE OCCUPANT LOAD FACTOR CALCULATED OCCUPANCY TRANSITION POINT FOR COMMON PATH OF EGRESS TRAVEL DISTANCE EGRESS PATH PORTABLE FIRE EXTINGUISHER AND CABINET EXIT SIGN OR DIRECTIONAL EXIT SIGN PER PLANS LIFE SAFET Y PL AN LEGEND ZONE TAG SWITCH W/ OCCUPANCY SENSOR MINIMUM CLEAR SPACE/ADA ACCESSIBLILITY CLEARANCE LIFE SAFET Y GENERAL NOTES A. SEE "G" SERIES SHEETS FOR ACCESSIBILITY COMPLIANCE DETAILS PERTAINING TO DOOR SWING CLEARANCES, DRINKING FOUNTAIN AND SINK CLEAR SPACE REQUIREMENTS, ACCESSIBLE SIGNAGE, FLOOR TRANSITION DETAILS, ACCESSIBLE MOUNTING HEIGHTS, TOILET, SHOWER AND TUB REQUIREMENTS. RECESSED FIRE EXTINGUISHEROCCUPANCY & OCCUPANT LOAD SCHEDULE TENANT TENANT 100 TENANT 200 TENANT 300 OCCUPANCY M Mercantile M Mercantile M Mercantile M Mercantile M Mercantile M Mercantile M Mercantile M Mercantile M Mercantile M Mercantile M Mercantile M Mercantile M Mercantile M Mercantile M Mercantile B Business B Business B Business B Business B Business ZONE NUMBER 100 101 102 103 104 105 106 107 108 109 110 111 112 113 301 200 201 202 300 301 ZONE NAME VESTIBULE POS C-STORE OFFICE KITCHEN PACKAGE BEV ELEC. DISPLAY/PALLET BEER FREEZER CIRCULATION MEN WOMEN JAN. ATTIC ACCESS CIRCULATION DINING KITCHEN CIRCULATION KITCHEN MEASURED AREA 112.42 200.52 1,898.53 57.82 527.19 343.72 98.59 163.58 167.99 99.97 331.14 385.97 404.31 33.48 152.85 4,978.08 ft² 233.24 563.44 1,093.06 1,889.74 ft² 129.75 640.67 770.42 ft² 7,638.24 ft² SPACE FUNCTION Circulation Mercantile Mercantile Business Kitchens, commercial Accessory storage areas, mechanical equipment room Accessory storage areas, mechanical equipment room Mercantile Accessory storage areas, mechanical equipment room Accessory storage areas, mechanical equipment room Circulation Restrooms Restrooms Accessory storage areas, mechanical equipment room Mercantile Circulation Assembly without fixed seats Unconcentrated (tables and chairs) Kitchens, commercial Kitchens, commercial Kitchens, commercial LOAD FACTOR 0 60 60 150 200 300 300 60 300 300 0 0 0 300 60 0 15 200 200 200 OCCUPANTS 0 4 32 1 3 2 1 3 1 1 0 0 0 1 3 52 0 38 6 44 1 4 5 101 772 sq ft 22 11 B B D D C C 33 F E E 70' 55' 25' 42' 68' A A 1,887 sq ft A6 A2 A21 A21 A2A2 E5 E5 E5 E5 A1 48' 44' FREEZER 109 100 SF 300 1 BEER 108 168 SF 300 1 DISPLAY/PALLET 107 164 SF 60 3 ELEC. 106 99 SF 300 1 PACKAGE BEV 105 344 SF 300 2 VESTIBULE 100 112 SF 0 0 JAN. 113 33 SF 300 1 WOMEN 112 404 SF 0 0 MEN 111 386 SF 0 0 OFFICE 103 58 SF 150 1 KITCHEN 104 527 SF 200 3 C-STORE 102 1,899 SF 60 32 CIRCULATION 110 331 SF 0 0 CIRCULATION 200 233 SF 0 0 DINING 201 563 SF 15 38 KITCHEN 202 1,093 SF 200 6 POS 101 201 SF 60 4 CIRCULATION 300 130 SF 200 1 KITCHEN 301 641 SF 200 4 LIFE SAFETY PLAN KEYNOTES A1 A2 A6 A21 A37 E5 RECESSED EMERGENCY KEY BOX WALL MOUNTED FIRE EXTINGUISHER RECESSED FIRE EXTINGUISHER EXIT SIGN OR DIRECTIONAL EXIT SIGN PER PLANS, PROVIDE POWER - SEE ELECTRICAL DOOR OPERATION SWITCH - SEE ELECTRICAL EMERGENCY FUEL SHUT OFF BUTTON - SEE ELECTRICAL PROJECT NARRATIVE NEW CONSTRUCTION FOR A NEW GROUND UP CONVENIENCE STORE WITH A FUEL ISLAND CANOPY. THE C-STORE WILL CONSIST OF A NEW CORE AND SHELL BUILDING THAT IS MASTER PLANNED TO HAVE (2) TWO ADDITIONAL TENANTS. THE TENANT SPACES ARE BOTH NOT PART OF THIS PLAN REVIEW. THEY WILL BE A FUTURE SEPARATE PLAN REVIEW FOR EACH INDIVIDUAL SPACE. ONE OF THE TENANT SPACES WILL HAVE A DEDICATED DRIVE THRU AND THE OTHER WILL NOT. THE OVERALL CORE BUILDING HAS BEEN MASTER PLANNED TO ACCOMMODATE THESE FUTURE SPACES SUCH AS DESIGNING THE GREASE INTERCEPTOR TO ALLOW FOR KITCHEN SPACES IN ALL THREE TENANTS, ETC. UTILITIES WILL BE STUBBED UP INTO EACH TENANT SPACE AS PART OF THIS CORE AND SHELL PLAN, HOWEVER NO FLOOR SLAB IS PLANNED TO BE POURED TO ALLOW FOR GREATER FUTURE FLEXIBILITY DEPENDING UPON WHAT TENANTS DECIDE TO OCCUPY THESE SPACES. Code Analysis Summary - G2G 104 Rexburg ID Building Codes:2018 International Building Code 2018 International Mechanical Code Authority Having Jurisdiction:2018 International Energy Conservation Code City of Rexburg 2017 Idaho Plumbing Code2017 National Electrical Code (NEC) 2018 International Fire Code Property Address and Parcel Number TBD, Rexburg, ID 83440RPRXBCA0365406 Building Occupancy Classification and Use Designation MIxed Use Building StoryUse (Chapter 3)Mercantile proposed 1 M Business proposed 1 B 303.1.1 Small buildings and tenant spaces A building or tenant space used for assembly purposes with an occupant load of less than 50 persons shall be classified as a Group B occupancy.406.7 Motor fuel-dispensing facilitiesMotor fuel-dispensing facilities shall comply with the International Fire Code and Sections 406.7.1 and 406.7.2.406.7.1 Vehicle Fueling PadThe vehicle shall be fueled on noncoated concrete or other approved paving material having a resistance not exceeding 1 megohm as determined by the methodology in EN 1081. 406.7.2 Canopies Canopies under which fuels are dispensed shall have a clear, unobstructed height of not less than 13 feet 6 inches (4115 mm) to the lowest projecting element in the vehicle drive-through area. Canopies and their supports over pumps shall be of noncombustible materials, fire-retardant-treated wood complying with Chapter 23, wood of Type IV sizes or of construction providing 1-hour fire resistance. Combustible materials used in or on a canopy shall comply with one of the following:1. Shielded from the pumps by a noncombustible element of the canopy, or wood of Type IV sizes; 2. Plastics covered by aluminum facing having a thickness of not less than 0.010 inch (0.30 mm) or corrosion-resistant steel having a base metal thickness of not less than 0.016 inch (0.41 mm). The plastic shall have a flame spread index of 25 or less and a smoke-developed index of 450 or less when tested in the form intended for use in accordance with ASTM E84 or UL 723 and a self-ignition temperature of 650°F (343°C) or greater when tested in accordance with ASTM D1929; or3. Panels constructed of light-transmitting plastic materials shall be permitted to be installed in canopies erected over motor vehicle fuel-dispensing station fuel dispensers, provided the panels are located not less than 10 feet (3048 mm) from any building on the same lot and face yards or streets not less than 40 feet (12 192 mm) in width on the other sides. The aggregate areas of plastics shall be not greater than 1,000 square feet (93 m2). The maximum area of any individual panel shall be not greater than 100 square feet (9.3 m2). Building Height and Area Proposed Actual Allowed by IBC Construction Type (601)VB Non-SprinkleredAllowable Building Height In Feet Above Grade Plane (Table 504.3):27'-0"40'-0" Allowable Number of Stories Above Grade Plane (Table 504.4):1 1 Allowable Area Factor (Table 506.2):7,278 9,000 Required Occupancy Separation (Table 508.4)Proposed Required Mixed Use Occupancies M / B Non-Sprinklered 0h 0h Fire-Resistance Rating Requirements for Building Elements (Hours) (Table 601) Construction Type VBPrimary Structural Frame:0 Hour Bearing Walls, Exterior:0 Hour Bearing Walls, Interior:0 HourNonbearing Walls:0 Hour Floor Construction and associated secondary structural members:0 Hour Roof Construction and associated secondary structural members:0 HourFire-Resistance Rating Req. for Ext. Walls Based on Fire Separation Distance (Table 602) Exterior Walls:X >/= 30 0 Hour Fire-Resistance Rated Construction Opening Protectives (Section 716)None Required Fire Walls (Section 706)None Required Fire Barriers (Section 707, Table 508.4)None Required Fire Partitions (Section 708, 420.2, 1018.1)None Required Smoke Barriers (Section 709)None Required Shaft Enclosures (Section 713)None Required Table 803.11 - INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY Interior exit stairways andramps and exit passageways Corridors and enclosure for exit access stairways and ramps Rooms and enclosedspacesGroup B & M A B CClass A = Flame spread index 0-25; smoke-developed index 0-450. Class B = Flame spread index 26-75; smoke-developed index 0-450. Class C = Flame spread index 76-200; smoke-developed index 0-450. Fire Protection SystemsAutomatic Sprinkler Systems:None Required Portable Fire Extinguishers(906):75' Max Every 75' Fire Alarm and Detection System (907.2):None Required Occupant Load (Table 1004.5)See Occupant Load Chart on Sheet G-101 Egress Capacity Required Provided Other Egress (.2”/occupant):Section 1005.3.2 32" 2 @ 72" Ea. & 2 @ 48" Ea. Number of Exits Required 1 Each Side / Tenant 2 Each Side / Tenant Table 1017.2: Exit Access Travel Distance 200' Max. Plumbing Fixtures Required (Table 2902.1) Mercantile Occupancy 1 per #Required Provided W.C.'s 500 1 13 Urinals -0 5Lavatories75018 Drinking Fountain 1000 1 0 Providing Water at Sink and at Soda Fountain MachinesService Sink -1 2 Business Occupancy - Future Tenant Improvement 1 per #Required Provided W.C.'s 25 2 0 Urinals -0 0 Lavatories 40 2 0 Drinking Fountain 100 1 0 Providing Water at Soda Fountain Machines Service Sink -1 1 see future tenant improvement plans Combined Occupancy Uses TotalsW.C.'s -3 13Urinals-0 5Lavatories-3 8 Drinking Fountain -1 0 Providing Water at Soda Fountain Machines & SinkService Sink -2 3 2303.2 Emergency Disconnect SwitchesAn approved emergency disconnect switch shall be provided at an approved location to stop the transfer of fuel to the fuel dispensers in the event of a fuel spill or other emergency. The emergency disconnect switch for exterior fuel dispensers shall be provided with ready access and shall be located within 100 feet (30 480 mm) of, but not less than 20 feet (6096 mm) from, the fuel dispensers. For interior fuel-dispensing operations, the emergency disconnect switch shall be provided with ready access and be installed at an approvedlocation. Such devices shall be distinctly labeled as: EMERGENCY FUEL SHUTOFF. Signs shall be provided in approved locations. Code Analysis Summary - G2G 104 Rexburg IDBuilding Codes:2018 International Building Code2018 International Mechanical CodeAuthority Having Jurisdiction:2018 International Energy Conservation CodeCity of Rexburg 2017 Idaho Plumbing Code2017 National Electrical Code (NEC)2018 International Fire CodeProperty Address and Parcel NumberTBD, Rexburg, ID 83440RPRXBCA0365406Building Occupancy Classification and Use DesignationMIxed Use Building StoryUse (Chapter 3)Mercantile proposed 1 MBusinessproposed1BBusinessproposed1B303.1.1 Small buildings and tenant spacesA building or tenant space used for assembly purposes with an occupant load of less than 50 persons shall be classified as a Group B occupancy.406.7 Motor fuel-dispensing facilitiesMotor fuel-dispensing facilities shall comply with the International Fire Code and Sections 406.7.1 and 406.7.2.406.7.1 Vehicle Fueling PadThe vehicle shall be fueled on noncoated concrete or other approved paving material having a resistance not exceeding 1 megohm as determined by the methodology in EN 1081. 406.7.2 Canopies Canopies under which fuels are dispensed shall have a clear, unobstructed height of not less than 13 feet 6 inches (4115 mm) to the lowest projecting element in the vehicle drive-through area. Canopies and their supports over pumps shall be of noncombustible materials, fire-retardant-treated wood complying with Chapter 23, wood of Type IV sizes or of construction providing 1-hour fire resistance. Combustible materials used in or on a canopy shall comply with one of the following: 1. Shielded from the pumps by a noncombustible element of the canopy, or wood of Type IV sizes; 2. Plastics covered by aluminum facing having a thickness of not less than 0.010 inch (0.30 mm) or corrosion-resistant steel having a base metal thickness of not less than 0.016 inch (0.41 mm). The plastic shall have a flame spread index of 25 or less and a smoke-developed index of 450 or less when tested in the form intended for use in accordance with ASTM E84 or UL 723 and a self-ignition temperature of 650°F (343° C) or greater when tested in accordance with ASTM D1929; or 3. Panels constructed of light-transmitting plastic materials shall be permitted to be installed in canopies erected over motor vehicle fuel-dispensing station fuel dispensers, provided the panels are located not less than 10 feet (3048 mm) from any building on the same lot and face yards or streets not less than 40 feet (12 192 mm) in width on the other sides. The aggregate areas of plastics shall be not greater than 1,000 square feet (93 m2). The maximum area of any individual panel shall be not greater than 100 square feet (9.3 m2). Building Height and Area Proposed Actual Allowed by IBC Construction Type (601)VB Non-Sprinklered Allowable Building Height In Feet Above Grade Plane (Table 504.3):27'-0"40'-0"Okay Allowable Number of Stories Above Grade Plane (Table 504.4):1 1 Okay Allowable Area Factor (Table 506.2):8,083 9,000 Okay Required Occupancy Separation (Table 508.4)Proposed Required Mixed Use Occupancies M / B Non-Sprinklered 0h 0h Okay Fire-Resistance Rating Requirements for Building Elements (Hours) (Table 601) Construction Type VB Primary Structural Frame:0 Hour Okay Bearing Walls, Exterior:0 Hour Okay Bearing Walls, Interior:0 Hour Okay Nonbearing Walls:0 Hour Okay Floor Construction and associated secondary structural members:0 Hour Okay Roof Construction and associated secondary structural members:0 Hour Okay Fire-Resistance Rating Req. for Ext. Walls Based on Fire Separation Distance (Table 602) Exterior Walls:X >/= 30 0 Hour Fire-Resistance Rated Construction Opening Protectives (Section 716)None Required Okay Fire Walls (Section 706)None Required Okay Fire Barriers (Section 707, Table 508.4)None Required Okay Fire Partitions (Section 708, 420.2, 1018.1)None Required Okay Smoke Barriers (Section 709)None Required Okay Shaft Enclosures (Section 713)None Required Okay Table 803.11 - INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY Interior exit stairways and ramps and exit passageways Corridors and enclosure for exit access stairways and ramps Rooms and enclosed spaces Group B & M A B C Class A = Flame spread index 0-25; smoke-developed index 0-450. Class B = Flame spread index 26-75; smoke-developed index 0-450. Class C = Flame spread index 76-200; smoke-developed index 0-450. Fire Protection Systems Automatic Sprinkler Systems:None Required Okay Portable Fire Extinguishers(906):75' Max Every 75'Okay Fire Alarm and Detection System (907.2):None Required Okay Occupant Load (Table 1004.5)See Occupant Load Chart on Sheet G-101 5/31/23 - approximately 93 total Occupants Egress Capacity Required Provided Other Egress (.2”/occupant):Section 1005.3.2 32" 2 @ 72" Ea. & 2 @ 48" Ea.Okay Number of Exits Required 1 Each Side / Tenant 2 Each Side / Tenant Okay Table 1017.2: Exit Access Travel Distance 200' Max.Okay Plumbing Fixtures Required (Table 2902.1) Mercantile Occupancy 1 per #Required Provided W.C.'s 500 1 13 Okay Urinals -0 5 Okay Lavatories 750 1 8 Okay Drinking Fountain 1000 1 0 Providing Water at Sink and at Soda Fountain Machines Okay Service Sink -1 2 Okay Business Occupancy - Future Tenant Improvement 1 per #Required Provided W.C.'s 25 2 0 Urinals -0 0 Lavatories 40 2 0 Drinking Fountain 100 1 0 Providing Water at Soda Fountain Machines Service Sink -1 0 see future tenant improvement plans Business Occupancy - Future Tenant Improvement 1 per #Required Provided W.C.'s 25 2 0 Urinals -0 0 Lavatories 40 2 0 Drinking Fountain 100 1 0 Providing Water at Soda Fountain Machines Service Sink -1 0 see future tenant improvement plans Combined Occupancy Uses Totals W.C.'s -3 13 Okay Urinals -0 5 Okay Lavatories -3 8 Okay Drinking Fountain -1 0 Providing Water at Soda Fountain Machines & Sink Okay Service Sink -2 2 Okay 2303.2 Emergency Disconnect Switches An approved emergency disconnect switch shall be provided at an approved location to stop the transfer of fuel to the fuel dispensers in the event of a fuel spill or other emergency. The emergency disconnect switch for exterior fuel dispensers shall be provided with ready access and shall be located within 100 feet (30 480 mm) of, but not less than 20 feet (6096 mm) from, the fuel dispensers. For interior fuel-dispensing operations, the emergency disconnect switch shall be provided with ready access and be installed at an approvedlocation. Such devices shall be distinctly labeled as: EMERGENCY FUEL SHUTOFF. Signs shall be provided in approved locations.Okay SCALE: 3/32" = 1'-0" 1 FIRST FLOOR LIFE SAFETY PLAN 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL CIVIL G-105 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 TYPICAL DETAILS & ACCESSIBILITY COMPLIANCE PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION 8"M AX 3/4"CLR 7/8" 8" M AX 7/8" 1/4 THE LENGTH OF THE END RUNNER OR 8" MAX, WHICHEVER IS LESS VERTICAL HANGER WIRES MAIN OR CROSS RUNNERS SUSP ACOUSTICAL PANEL POP RIVET EACH RUNNER TO ANGLE AT FIXED CONDITION METAL WALL ANGLE, ATTACH W/ #6 S.T.S @ 16" O.C. TO STUDS METAL WALL ANGLE RETAINING CLIP LOOSE SCREW RETAINING CLIP TIGHTENED SCREWFIXED CONDITION (2) A DJACENT SIDES (OPTION 1) R ETA INING CLIP. "ARMSTRONG" BERC2 COMPLIES WITH ICC REPORT ESR -1308; "DONN" ACM7 COMPLIES WITH ICC REPORT ESR -1222; "CHICA GO META LLIC" 1496 COMPLIES WITH ISS REPORT ESR -2280 FREE CONDITION FIX ED CONDITION (2) A DJACENT SIDES (OPTION 2) DOORSTOP WHERE OCCURS WOOD BLOCKING - OR BRIDGING, 2 x 10 CONTINUOUS AT CASEWORK SEE SPECIFICATIONS FRAMING AS SPECIFIED GYP. BD. PER PLANSGYP. BD. PER PLANS NOTE: 1. PROVIDE CONTINUOUS BLOCKING AT ALL UPPER CABINETS. SEE PLANS AND ELEVATIONS FOR CABINET LOCATIONS. ALSO PROVIDE BLOCKING AT ALL GRAB BARS, WALL MOUNTED SINKS, AND ALL OTHER WALL MOUNTED EQUIPMENT. 2. PROVIDE FIRE RATED BLOCKING AT ALL RATED CONSTRUCTION LOCATIONS WALL TYPE AS NOTED ON PLANS F.E. AND SEMI-RECESSED CABINET - SIZE OPENING PER MANUFACTURER'S INSTRUCTIONS SEALANT - EACH SIDE G.B. BOX BEHIND CABINET (WHERE REQUIRED FOR 1 HR F.R.R. ASSEMBLY BLOCKING AS REQUIRED FOR INSTALLATION WOOD / METAL FRAMING PER PLANS 12 GA. VERT HANGER WIRES @ 4'-0" O.C. TO MAIN RUNNERS W/ (3) TIGHT TURNS IN 1-1/2" MAIN RUNNER COMPRESSION STRUTS; BEGIN LAYOUT 4'-0" MAX FROM TWO ADJACENT WALLS & SPACE @ 12'-0" O.C. x 8'-0" O.C. MAX 12 GA. SPLAY BRACE WIRE W/ (4) TIGHT TURNS IN 1-1/2" PROVIDE (4) SPLAY WIRES 90 DEGREES APART AT EACH COMPRESSION STRUT ACOUSTICAL PANEL CROSS RUNNERSCROSS RUNNERS 2" MAX FROM SPLAY WIRES TO CROSS RUNNERS 45 DEGREES MAX 45 DEGREES MAX45 DEGREES MAX 45 DEGREES MAX NOTE: WIRES MORE THAN 1:6 OUT OF PLUMB SHALL HAVE COUNTER SLOPING WIRES HEAVY DUTY SUSPENSION SYSTEM PER SPECIFICATIONS 1 1/2" 2X10 BLOCKING FLANGE FASTENERS PER MANUFACTURERS INSTALLATION INSTRUCTIONS CONCEALED MOUNTING PLATE 1 1/2" DIAMETER GRAB BAR GYPSUM BOARD WALL FINISH WHERE OCCURS WOMEN MEN UNISEX +58-60" A.F.F. TO C OF SIGN (BRAILLE) L NOTE: 1. SIGN SHALL BE OF ENGRAVED LAMINATED ACRYLIC 2. CHARACTERS AND SPACING PER ICC A117.1 - 2009 703.7 3. MOUNT SIGN AT LATCH SIDE OF DOOR CENTERED IN 18" SPACE RESTROOM 40" MIN. 8"6" FIELD 7" MIN CHARACTERS READING:"ALL GENDER" (CONSISTENT W/ROOM NAME ON FLOOR PLANS) REPEAT ALL TEXT IN BRAILLE COMPLIANT WITH ICC A117.1 - 2009 703.4 INTERNATIONAL SYMBOLOF ACCESSIBILITY SYMBOL PER ICC A117.1 - 2009 703.6 CORRESPONDING TO NAME OF ROOM EASED EDGE WITH ROUND CORNERS, TYP PARKING ONLY VAN ACCESSIBLE MINIMUM FINE $250 A.B.+60" (WALL MOUNTED) +80" (POST MOUNTED) NOTE: ALL LETTERING AND SYMBOLS SHALL BE WHITE ON BLUE BACKGROUND. SIGN SHALL BE >/= 70 SQ. IN. IN AREA PARKING ONLY MINIMUM FINE $250 MAY BE SEPARATE PLACARDS MOUNTED TO SINGLE POST MAY BE SEPARATE PLACARDS MOUNTED TO SINGLE POST MAY BE SEPARATE PLACARDS MOUNTED TO SINGLE POST SYMBOL SIZE SHALL BE 4" SQUARE MIN AT ACCESSIBLE ENTRANCES NOTES: 1. SIDE CLEARANCE IS ALSO REQUIRED IF THE PLANE OF THE DOOR IS RECESSED MORE THAN 8" FROM WALL PLANE, OR MORE THAN 8" FROM ANY OBSTRUCTION WITHIN 18" HORIZONTALLY OF THE LATCH SIDE. 60" MIN. CLEAR LEVEL FLOOR IN DIRECTION OF DOOR SWING 48" MIN. CLEAR LEVEL FLOOR ON SIDE OPPOSITE DOOR SWING 22" HINGE APPROACH PULL SIDE 12" PUSH SIDE CLEARANCE 18" PULL SIDE CLEARANCE 36" HINGE APPROACH PULL SIDE ACCESSIBLE KNEE & TOE CLEARANCE 2009/2017 34" MAX 27" MIN 8" MIN 9" MIN 11" MIN KNEE CLEARANCE 6 1/2" MAX 6" MAX TOE CLEARANCE 25" MAX KNEE & TOE CLEARANCE KNEE SPACE CLEAR CARPET PILE HEIGHT GENERAL 1:2 BEVEL (a) 1:2 BEVEL (b) 1/2" MAX 1/4" MAX1/4" MAX 1/2" MAX 1/4" MAX 1/4"-1/2" MAX NOTE: ALL LETTERING SHALL BE WHITE ON A RED BACKGROUND 17" 22" +60" (WALL MOUNTED) +80" (POST MOUNTED) EMERGENCY FUEL PUMP SHUT-OFF SCALE: 3" = 1'-0" B1 SUSPENDED CEILING AT WALL SCALE: 1 1/2"= 1'-0" C1 SOLID BLOCKING DETAIL SCALE: 1 1/2"= 1'-0" A2 RECESSED CABINET SCALE: 1/4" = 1'-0" B2 SUSPENDED CEILING GRID SCALE: 3" = 1'-0" C2 GRAB BAR DETAIL SCALE: 3" = 1'-0" B3 ACCESSIBLE SIGN WALL SCALE: 1 1/2"= 1'-0" C3 ACCESSIBILE PARKING SIGN SCALE: 1' = 1'-0" A1 INT'L SIGN OF ACCESSIBILITY SCALE: 1/2" = 1'-0" A3 DOOR CLEARANCES SCALE: 3/4" = 1'-0" A4 ACCESSIBLE KNEE CLEARANCE SCALE: 3" = 1'-0" B4 VERTICAL LEVEL CHANGE SCALE: 1 1/2"= 1'-0" C4 EMERGENCY SHUT-OFF SIGN 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL CIVIL G-401 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 ACCESSIBILITY COMPLIANCE PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION33"-36" 18" MIN 39"-41" 3 9 "-4 1 "5 4 " M I N . 4 2 " M I N 1 2 " M A X . 18" MIN 33"-36" 2'-0"1'-0" 36" MIN 1 1/2" MIN. 17"-19" 16"-18" 42" MAX 24" MIN 36" GRAB BAR 18" GRAB BAR 42" GRAB BAR NOTE: 1) TYP. AT ALL ADA ACCESSIBLE TOLIETS 2) PROVIDE AND INSTALL SOLID BACKING AT ALL WALL MOUNTED FIXTURES 3) PROVIDE FLUSH CONTROL ON THE OPEN SIDE OF WATER CLOSET C.L. EXIT EXIT 3" 9" OR GREATER ALIGN W/ TOP OF ADJACENT FRAME MOUNT ON STRIKE SIDE WHEN DIM. ABOVE DOOR HEAD IS <12" 1'-0" EQ EQ WALL MOUNTED EXIT SIGN AT EXIT DOOR LOCATE 3" ABOVE DOOR FRAME WHEN DIM. ABOVE DOOR HEAD IS 12" OR GREATER FLOOR LEVEL 4'-6" 4'-0" 6'-6" 2'-3" MAX 5'-9" FEC OR FHV CABINET FE ELECTRICAL PANEL BOARD (NON- PROTRUDING) ELECTRICAL PANEL BOARD (PROTRUDIN G) FLOOR LEVEL 1'-6" 4'-0" MAX @ T.0. FIXTURE 1'-3" MIN. @ B.O. FIXTURE TYP. REACH RANGE 3'-9" T-STAT OR FIRE ALARM CARD READER, KEYPAD, CARD READER / KEYPAD COMBO, LOCAL ALARM, OR ARMING STATION PUSH PLATE MANUAL FIRE ALARM PULL STATION LIGHT SWITCH DUPLEX OUTLET WALL MTD. TELEPH ONE JACK FLOOR LEVEL 1/2" NOTES: SEE ENLARGED FLOOR PLANS FOR ADDITIONAL CLEARANCES. 17" MAX 44" MAX 13 MIN 15" MIN. MIRROR SANITARY NAPKIN DISPENSER PAPER TOWEL DISPENSER TOILET SEAT COVER DISPENSER SOAP DISPENSER (VERT. & HORIZ.) INFANT CHANGING TABLE 24" MIN40" MAX 24" MIN 2'-9 1/2" OPERABLE PART OF ACCESSORY SHALL BE WITHIN AREA SHOWN SHADED U.O.N FLOOR LEVEL FLOOR LEVEL (VAN STALL) (TYPICAL AUTO STALL) NO PARKING 1:48 MAX 1:48 MAX 144" MIN (ALT 96" WITH 96" AISLE ACCESS) 60" MIN 108" MIN 216" MIN 36"MAX INTERNATIONAL SIGN OF ACCESSIBILITY 36"x36" WHITE ON BLUE BACKGROUND WHITE LETTERING 12" HIGH. WHITE. BLUE BORDER AND STRIPES BLUE BORDER AND STRIPES WHEELSTOP WHERE OCCURS IDENTIFICATION SIGN WHERE OCCURS. SEE SITE PLANS AND DTL HATCHED LINES SHALL BE PAINTED WITH A COLOR THAT CONTRASTS WITH THE PARKING SURFACE, PREFERABLY BLUE OR WHITE 40" MAX 2'-10" 2'-3" MIN 40" MAX 11"11" FAUCET OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST INSUL. DRAIN & HOT WATER SUPPLY PIPES FRAMED GLASS MIRROR PAPER TOWEL DISPENSERLIQUID SOAP DISPENSER TYP. LIQUID SOAP & PAPER TOWEL DISP. FLOOR LEVEL SCALE: 1/2" = 1'-0" C1 TYP. ADA TOILET SCALE: 1/2" = 1'-0" B2 EXIT SIGN AT DOORS SCALE: 1/2" = 1'-0" A2 EXTINGUISHER & CABINETS SCALE: 1/2" = 1'-0" A3 ACCESSIBLE MOUNTING HEIGHTS SCALE: 1/2" = 1'-0" A1 ACCESSIBLE URINAL ELEVATIONS SCALE: 1/2" = 1'-0" B1 ACCESSIBLE MOUNTING HEIGHTS SCALE: 1/8" = 1'-0" C2 TYP. ACCESSIBLE PARKING SCALE: 1/2" = 1'-0" B3 ADA SINK & ACCESSORIES 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL G-501 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. 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Date: The Civil Connection 2295 N YELLOWSTONE HWY, UNIT 6, ID 83401 208.881.0081 Date:Department of Environmental Quality P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N R E V I E W S E T O N L Y C-1 C-12 REXBURG GOOD 2 GO REXBURG, ID REXBURG, ID PRELIMINARY FOR REVIEW ONLY Sheet List Table Sheet Number Sheet Title C-01 COVER C-02 NOTES C-03 REFERENCE SHEET C-04 EXISTING CONDITIONS C-05 SITE OVERVIEW C-06 UTILITY PLAN C-07 GRADING PLAN C-08 LANDSCAPE PLAN C-09 N-S DRIVE AISLE STA 1+00 TO 4+80 C-10 SEWER EXTENSION 1+00 TO 6+20 C-11 BEST MANAGEMENT PRACTICES C-12 BEST MANAGEMENT DETAILS CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BWBTT SHEET NAME: PROJECT: LOCATION: 22-063 DATE: October 11, 2023 DATEREVISIONS NOTES REXBURG GOOD 2 GO REXBURG, ID C-12 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:24x36 VERTICAL EXAGGERATION: PROJECT CONTACT: TJ TOGIAI & BARRY BAME CONNECT ENGINEERING 208-881-0081 PRELIMINARY FOR REVIEW ONLY 1V = 10 H C-02 GENERAL NOTES 1. All materials, workmanship, and construction of site improvements shall meet or exceed the work standards and specifications set forth by the CITY OF REXBURG standard specifications and drawings, and and requirements of the Idaho Standards for Public Works Construction, (ISPWC) current edition. 2. All material furnished on or for the project must meet the minimum requirements of the approving agencies or as set forth herein, whichever is more restrictive. 3. The Contractor is cautioned that the location and/or elevation of existing utilities, as shown on these plans, is based on records of the various utility companies and where possible, measurements taken in the field. The Contractor must call the local utility location center at least 48 hours before any excavation to request exact field locations of the utilities. 4. A Pre-Construction Conference shall be held a minimum of three (3) working days prior to start of work. All Contractors, Subcontractors and/or Utility Contractors shall be present. 5. All lot dimensions and easements are to be taken from the Final Plat of the recorded subdivision plat. 6. The Contractor shall maintain all existing drainage and sanitary sewer facilities within the construction area until the drainage improvements are in place and functioning. 7. All Contractors working within the project boundaries are responsible for compliance with all applicable safety laws of any jurisdictional body including but not limited to, barricades, safety devices, control of traffic, excavation, trenching, shoring, and security within and around the construction area. 8. Contractors must furnish proof that all materials installed on this project meet the requirements of Note # 2 above at the request of the agency and/or Engineer. 9. CONNECT ENGINEERING must give approval prior to (a) backfilling trenches for pipe; (b) placing of aggregate base; (c) placing of concrete; (d) placing of asphalt pavement. Work done without such approval shall not relieve the Contractor from the responsibility of performing the work in an acceptable manner. Contract work will not be accepted by the CITY OF REXBURG without the approval of the Project Engineer. 10. Developmental drawings must be submitted to the CITY OF REXBURG Public Works Dept. prior to final approval. 11. Only plan sets marked "Approved for Construction" shall be used by the project contractor(s). Use of any plans on the job without the "Approved of Construction" stamp shall be grounds for the issuance of a stop work order. Contractor must also maintain a set of plans stamped with approval by the Department of Environmental Quality on site. 12. Contractor is responsible for property corner protection. The cost of $30 per corner will be held as retainage until all interior corners are verified to be in place. 13. Each Contractor shall be responsible for acquiring any necessary NPDES permits, filing any NOI's or NOT's, and preparing a Storm Water Pollution Prevention Plan (SWPPP) in accordance with the Environmental Protection Agency. Contact the EPA at 208.378.5776 for the required information. Said permit shall be presented to the Engineer at least forty-eight (48) hours prior to the beginning of construction. 14. The Contractor shall be responsible for keeping roadways free and clear of all construction debris and dirt tracked in from the site. 15. All measures possible shall be taken to ensure erosion control with Best Management Practices. 16. Quantities shown are estimates by the Engineer. The Contractor must verify all quantities. If there is a large discrepancy contact the Engineer. 17. All work must meet standards set forth by the American Disabilities Act (ADA) inside public rights of way. 18. Trench backfill Type 2A compaction "Water Settling" will not be an acceptable method of trench backfill compaction. 19. All water valves, blow-offs and manholes will be placed so as not to conflict with any concrete curb, gutter, valley gutter, and sidewalk improvements. 20. CONNECT ENGINEERING and/or Inspector shall make periodic visits to the project location to ensure that the site improvements meet or exceed standards and design as per the approved construction drawings. 21. To receive final acceptance, Contractor must submit copy of field plans complete with construction notes and As-Built information, corrections, changes, etc. 22. Contractor must have ISPWC manual (current edition) on-site during all phases of construction. Failure to do so may result in non-acceptance of the site by DEQ, Engineer, City etc. 23. A copy of the Quality Control Signature sheet (with all applicable signatures) shall be delivered to CONNECT ENGINEERING prior to the walk-thru. 24. A Right-of-Way Construction Permit from the CITY OF REXBURG Public Works is required for any construction in the road right-of-way not shown on these improvement drawings. 25. Contractors shall provide a one (1) year warranty on all roads from the date of formal acceptance by the CITY OF REXBURG. 26. Lot corners and centerline intersection monuments have been staked as shown on the recorded plat of this subdivision. Should any of these monuments be lost or disturbed during construction Idaho Code 55-1613 requires said monuments will be reestablished by a professional land surveyor at the expense of the agency or person causing the loss or disturbance. STREET CONSTRUCTION 1. All construction within public right-of-way shall conform to the current edition of the ISPWC and the CITY OF REXBURG standards. No exceptions to Policy Standards and the ISPWC will be allowed unless specifically and previously approved in writing by the CITY OF REXBURG. 2. No construction shall begin before the Pre-Construction meeting, which the Contractor is required to attend. 3. Sanitary sewer and storm drain manholes, cones and structures shall be set to specified elevation by their respective contractors. All remaining manhole materials, except concrete collars, necessary to construct manhole to finished grade in pavement areas shall be furnished by the Contractor for placement at finished grade. For manholes not within pavement areas, the manhole rings shall be set to finished grade by their respective contractor. Contractor shall contact the CITY OF REXBURG twenty-four (24) hours prior to pouring concrete collars. 4. Contractor shall construct four inches (4") of asphalt pavement thickness at joint locations for all pavement matches. 5. All reinforced concrete pipe shall conform to ASTM C-76 Specifications for the class of pipe indicated, and shall be installed watertight. 6. All work will be inspected by CONNECT ENGINEERING and monitored by the CITY OF REXBURG in accordance with the latest edition of the "REXBURG STANDARD DRAWINGS AND SPECIFICATIONS". 7. Borrow shall be obtained from sources designated or approved in writing by the Engineer. 8. Clearing and grubbing shall consist of removing all natural and artificial objectionable materials. Under no circumstances shall roadways be placed on frozen or objectionable material. 9. The subgrade shall be excavated and bladed to remove all uneven areas and to secure a uniform surface true to grade and line. The subgrade material shall then be scarified to a depth of eight inches (8"), adjusted to within approximately 2% of optimum moisture content and compacted to the minimum density required as stated in ISPWC. 10. All concrete used shall be Class 4 and have a strength of four thousand (4000) PSI in twenty-eight (28) days. The concrete mix shall include Fly Ash for ASR mitigation. The mix design shall be approved by the engineer. All concrete shall be cured by a liquid membrane-forming curing compound method,unless otherwise specified in writing by the Engineer. 11. The plant mix should be a 12-inch SP3 PG 58-28, 1 to 10 million design ESALs superpave hot mix asphalt design. 12. All road stripping and excess topsoil shall be stockpiled out of the right-of-way and stored at Contractor's expense. 13. A traffic control plan based on the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD) shall be approved by the CITY OF REXBURG Public Works Department prior to construction. 14. Parked equipment and stored materials shall be kept as far away from the travelway as feasible. Items left overnight within 30 feet of the travel way shall be marked and/or protected. STREET SIGNING 1. All road striping and traffic signing shall be designed, constructed, and placed according to the current Manual of Uniform Traffic Control Devices (MUTCD) with the following exceptions: 1.1.All Stop and Yield signs used in any subdivision shall be a minimum 30" X 30", engineer grade sheeting is not allowed. 1.2.All Road Name and Street signs shall have a minimum 4" legend. Both background and legend shall be retro-reflective. Standard colors are white legend and green background except private roads, which will have a blue background. 1.3.Substrate material shall be aluminum; no fiberglass or plastic will be accepted. 1.4.The minimum size for Speed Limit Signs shall be 24"W X 30"L with black legend on white background. 1.5.Posts shall be metal and shall be anchored with a "soil type" anchor. No concrete shall be used as an anchor. Posts shall be 2" X 2" square and must meet break-a-way standards of the State of Idaho. No U-channel shall be used. 1.6.The minimum height of signs shall be 6' from the road surface to the bottom of the sign. 1.7.Maintenance of all street and traffic signs will be the responsibility of the developer until the streets are officially accepted for maintenance by the CITY OF REXBURG. WATER NOTES 1. The water system shall be constructed to conform with the standards set forth in the "Idaho Regulations for Public Drinking Water Systems" and the current CITY OF REXBURG standard drawings and specifications. 2. The pipe shall be installed in a workmanlike manner by persons properly qualified to perform said work and shall be in conformance with the manufacturer's recommendations as approved by the City Engineer. All work and materials must conform to current requirements of the CITY OF REXBURG. Water distribution mains shall be constructed with class 50 DI pipe, AWWA C-900, DR 18 PVC or Pressure Class 250 DIP. 3. All water services shall be 1" DR7 (200 psi) PE IPS pipe and have a minimum cover of 5 feet . Cap lines 5' from building for connection. The trenches shall be compacted to 95% of maximum density to prevent further settlement. All mains shall be leak-tested, disinfected, flushed and bacteria tested before connecting to the municipal system. Mueller thermal coil meter pit, or equivalent, required for all water services. 4. Where it is necessary for sewer and water to cross each other and the sewer line is above or less than 18 inches below the water main, the sewer line crossing shall be either: a. Non-Potable pipeline construction with potable water class pie for a minimum of ten (10) feet either side of potable pipeline with a single twenty (20) feet section of potable water class pipe centered on the crossing; or b. Sleeve non-potable or potable pipeline with potable water class pipe ten (10) feet either side of crossing. Use of hydraulic cementitous materials such as concrete, controlled density fill, and concrete slurry encasement is not allowed as a substitute for sleeving. If potable pipeline is below non-potable pipeline, the non-potable pipeline must also be supported through the crossing to prevent settling. 5. All tees, plugs, caps and bends, and at other locations where unbalanced forces exist, shall be secured and anchored by concrete thrust blocks . 6. CONNECT ENGINEERING will provide one (1) set of construction stakes for each of the following items: water main lines, fire hydrants, and service connections. 7. Contractor to field verify all valve box lid elevations to assure that said lid elevations match final street grade. 8. The paving contractor shall be responsible for constructing concrete collars and final adjustments of water valves to grade. 9. Pipes laid on a curve: the maximum joint deflection shall be 5 percent or the manufacturer's recommendation, whichever is less. 10. The developer will test the compaction of the water pipeline bedding in accordance with the ISPWC specifications construction inspection policy. Testing will be done by an outside testing laboratory. The cost of this service shall be paid by the developer. However, if the test fails, the cost of the test and any retesting shall be paid by the water contractor. The contractor shall coordinate with the developer's engineer and testing laboratory to schedule the tests, his backfilling, and pipe laying operation. 11. The developer's engineer shall be present during all testing of the water line. 12. The horizontal separation of the water and sanitary sewer, or storm drain shall be a minimum of ten (10) feet. 13. The water line construction shall conform to the depth of public health and welfare regulations of public drinking. A minimum of 5-foot cover for water lines water systems and disinfection specifications shall be kept. 14. Fire hydrants or temporary blow-offs shall be installed on dead-end water lines. 15. Water lines shall not exceed 8' in depth from finished grade. 16. At all times, when laying pipe is not in progress, open ends of the pipe shall be closed by a watertight plug or other approved means. At the close of the day's work, or whenever workmen are absent from the job, the end of the last laid section shall be plugged, capped, or tightly closed to prevent entry of foreign material. 17. All water main fittings to be mechanical joint; no flanged fittings. 18. A minimum of 18" vertical clearance must exist between potable and non-potable lines. 19. Fire hydrants shall be Clow Medallion or Waterous Pacer. Any other type shall be up to the CITY OF REXBURG to approve or reject. All fire hydrants shall be painted red. 20. Install No. 12AWG copper locating wire with insulation on all water pipe and water service lines. Utilize epoxy splice kits. SEWER NOTES 1. Prior to construction, it shall be the responsibility of the contractor to inform all the utility companies of the construction schedule. 2 All existing utility locations and depths are approximate and shall be verified by the contractor. 3. All elevations are based on the USED DATUM. 4. Manhole rim elevations as shown on the Construction Drawings are approximate. The manhole frames and covers shall be constructed in accordance with the CITY OF REXBURG Standard Drawings. Rim elevations shall be determined by the engineer in the field during construction. 5. Contractor shall repave any existing paved streets disturbed during construction. 6. Retain and protect all irrigation and drainage crossings. The contractor shall coordinate with the owner and the Rexburg Irrigation Company (208-356-5251) for the inspection of the exposed irrigation and/or drainage pipe crossings. If existing pipes are damaged, the affected pipe will be replaced by the contractor. 7. The developer's engineer shall be present during all testing of the sewer construction. 8. Retain and protect existing curb, gutter and sidewalk. if removal is necessary, replacement shall be incidental to project. 9. The following type and class of pipe will be permitted: gravity pipe shall conform to ASTM D-3034, PVC, SDR 35, or other pipe approved in the CITY OF REXBURG Standards. 10. All work shall be constructed to the CITY OF REXBURG Standards. All work shall be approved by the CITY OF REXBURG. 11. Sanitary sewer manhole cones shall be set a maximum of one (1) foot below specified ring elevations by sewer contractor. All remaining manhole materials, other than concrete collars necessary to construct manhole to finished grade, shall be furnished by the sewer contractor for placement at finished grade by street paving contractor. All materials for concrete around manhole rings shall be supplied and constructed to finished grade by street contractor. The owner's engineer shall be contacted 24 hours prior to placing concrete collars. 12. The trench backfill above the pipe zone will be inspected by the owner's engineer in accordance with the latest edition of the Idaho Standards for Public Works Construction Specifications and the CITY OF REXBURG Standards and Specifications. 13. Where PVC is utilized, a rubber ring or approved equivalent is to be installed where the pipe is in contact with manhole base and/or manhole channel in order to insure a watertight seal. 14. Where it is necessary for sewer and water to cross each other and the sewer line is above or less than 18 inches below the water main, the sewer line crossing shall be either: a. Non-Potable pipeline construction with potable water class pie for a minimum of ten (10) feet either side of potable pipeline with a single twenty (20) feet section of potable water class pipe centered on the crossing; or b. Sleeve non-potable or potable pipeline with potable water class pipe ten (10) feet either side of crossing. Use of hydraulic cementitous materials such as concrete, controlled density fill, and concrete slurry encasement is not allowed as a substitute for sleeving. If potable pipeline is below non-potable pipeline the non-potable pipeline must also be supported through the crossing to prevent settling. 15. Where the sewer main depth will allow, all sewer service lines shall be constructed to a depth of 9.5' at property line. The contractor shall use 4" diameter PVC pipe or approved equivalent for all service lines. All sewer service lines shall be constructed at a minimum grade of 2% unless otherwise specified. 16. Sewer service lines shall be 4" PVC and constructed to a point 15' inside the front lot line as shown. Except where otherwise located, the sewer service lines shall be constructed as shown on plan. 17. The horizontal separation of the water and sewer mains shall be a minimum of ten (10) feet. 18. Contractor shall notify the CITY OF REXBURG City Engineer and the developer's engineer 48 hours in advance of construction. 19. Water levels shall be maintained below the trench bottom during the pipe laying and joining operation. The dewatering method shall be discussed with the engineer and approved prior to construction. Ditches and storm drain facilities that are silted up due to the contractor's dewatering shall be cleaned and restored to their original state. 20. Contractor shall locate and protect all underground utilities during construction. 21. The developer shall test the compaction of the sewer pipeline bedding in accordance with the the ISPWC specifications, and will be done by an outside testing laboratory. The cost of this service shall be paid by the developer. However, if the test fails, the cost of the test and any retesting shall be paid by the contractor. The contractor shall coordinate with the developer's engineer and the testing laboratory to schedule the tests, backfilling, and pipe laying operation. 22. After all utilities are constructed and just prior to paving, the contractor shall perform an air test on the sewer system. The developer's engineer shall be present to witness the test. The contractor shall contact the engineer 24 hours prior to testing. City of REXBURG requires low pressure air or hydrostatic testing, mandrel, and CCTV inspection of the completed sewer. 23. The contractor shall leave the excavation for the upstream end of all service lines open for field verification of the invert elevation by the engineer's inspector. The contractor shall not backfill the ends of service lines until he has obtained approval from the engineer's inspector or made other arrangements for verification of service line invert elevations. 24. Service and main piping shall be in accordance with ASTM 3034 and shall be SDR 35 or greater plastic pipe or approved equal. 25. Service wyes shall be installed per the CITY OF REXBURG Standards. 26. Backfill compaction of drop manholes shall not be accepted without full time inspection by developer's engineer during compaction work. 27. At all times, when laying pipe is not in progress, open ends of the pipe shall be closed by a watertight plug or other approved means. At the close of the day's work, or whenever workmen are absent from the job, the end of the last laid section shall be plugged, capped, or tightly closed to prevent entry of foreign material. 28. All visible leaks shall be repaired - even if the leakage is below allowable limits. 29. The developer's engineer shall be present during all testing of the sewer line. 30. A minimum of 18" vertical clearance must exist between potable and non-potable lines. ELECTRICAL NOTES 1. All new electrical facilities shall be constructed in accordance with the current Rocky Mountain Power Service Policy. Each utility shall be constructed to its own policy. 2. Electrical sectionalizing cabinets and bases (when required) will be provided by Rocky Mountain Power but shall be installed by the Developer/Contractor. 3. All primary and secondary conduits shall be provided and installed by the Developer/Contractor. All electrical conduits and 36" radius elbows shall be schedule 40 pvc. 4. The minimum power trench depth shall be 54" below finished grade. (Conduit to be installed 48" below finish grade). Including 6" of sand bedding below and above top of conduits. 5. Primary and secondary conduit depths can be reduced to 18" of cover below finished grade with approval by Rocky Mountain Power. Rigid galvanized steel conduit must be provided and installed by the Developer/Contractor in a trench that is less than 48" deep. 6. The Contractor shall retain and protect all existing City power poles and electrical facilities during construction except those facilities shown to be relocated or moved per Rocky Mountain Power contractors map. 7. Coordinate all electrical construction with Rocky Mountain Power. 8. Owner shall bear all costs to relocate or remove existing power poles, light poles, anchor guys, and miscellaneous electrical facilities, except those facilities inside city rights of way. 9. The Owner/Developer shall provide all trenching, conduit and concrete light pole foundations for street illumination along all Public Right of Way as per Rocky Mountain Power current service policy. In addition, Owner/Developer shall purchase street light assembly provided and installed by Rocky Mountain Power. 10. If applicable, see Rocky Mountain Power Electrical site plan for off-site electrical and fiber optic facilities, layout, and installation details. 11. With exception of conduit crossing, contractor shall install curb and gutter prior to power trench and conduit installation. or (with Rocky Mountain Power approval) centerline of trench may be staked with cut/fill to bottom of trench at all grade breaks and hubs at 25' intervals and offset stakes at all transformers, switch cabinets, secondary pedestals etc. 12. Contact Rocky Mountain Power prior to construction. REFERENCES NOTE: NOT ALL HATCHES, LINETYPES, REFERENCES, AND SYMBOLS ON THIS SHEET ARE INCLUDED IN THIS PLAN SET. 1. 0 0 ' COARSE ROCK BACKFILL 4" MIN.-6" MIN. TYPICAL BARREL BARREL SECTION 3.5" INSTALL 2.00' BORE HOLE IN BOTTOM OF CATCH BASIN INSTALL STANDARD MANHOLE FRAME, GRATE COVER, AND RISER PER ISPWC SD-617 BOTTOM OF POND 1. 0 0 ' MI N S U M P OPEN BOTTOM MANHOLE N.T.S. INLET PIPE CLASS 4000 CONCRETE CURED WITH CURING COMPOUND PER ISPWC STANDARDS. 6'' NOTE: STRUCTURE CAN BE PRECAST CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BWBTT SHEET NAME: PROJECT: LOCATION: 22-063 DATE: October 11, 2023 DATEREVISIONS REFERENCE SHEET REXBURG GOOD 2 GO REXBURG, ID C-12 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:24'' X 36'' VERTICAL EXAGGERATION: PROJECT CONTACT: TJ TOGIAI & BARRY BAME CONNECT ENGINEERING 208-881-0081 PRELIMINARY FOR REVIEW ONLY 1V = 10 H C-03 ACRONYMS BTM BOTTOM BW BOTTOM OF WALL CB STORM DRAIN CATCH BASIN EG EDGE OF GRAVEL EOA EDGE OF ASPHALT EOC EDGE OF CONCRETE FF FINISH FLOOR FG FINISH GRADE GB GRADE BREAK HP HIGH POINT INV IN INVERT IN INV OUT INVERT OUT L LEFT LP LOW POINT OFF OFFSET NTS NOT TO SCALE PC POINT OF CURVATURE PI POINT OF INTERSECTION PUD PLANNED UNIT DEVELOPMENT PUE PUBLIC UTILITY EASEMENT PVI POINT OF VERTICAL INTERSECTION R RIGHT SDMH STORM DRAIN MANHOLE SF SQUARE FEET SSMH SANITARY SEWER MANHOLE STA STATION SW SIDEWALK TBC TOP BACK OF CURB TSW TOP OF SIDEWALK TW TOP OF WALL TOC TOP OF CONCRETE TOA TOP OF ASPHALT VG FL VALLEY GUTTER FLOW LINE 100-1 RETAIN AND PROTECT 403-1 FIRE HYDRANT-DETAIL ISPWC SD-404 200-1 SAW-CUT LINE AND ASPHALT REMOVAL AND UTILITY TRENCH PER ISPWC SD - 306 401-8 INSTALL 8" WATER PIPE PVC C-900 @ 5' MINIMUM COVER 401-6 INSTALL 6" WATER PIPE PVC C-900 @ 5' MINIMUM COVER 401-8.90 INSTALL 8" 90° BEND WITH THRUST BLOCK PER ISPWC SD - 403 402-6 INSTALL 6" WATER VALVE PER ISPWC SD - 406 404-1.5 INSTALL 1.5" WATER SERVICE WITH METER PIT INCLUDING METER PER ISPWC 501-8 INSTALL 8" SDR 35 SANITARY SEWER PIPE @ 0.4% MIN. 502-1 INSTALL 4' SS MH PER ISPWC SD-501 504-4 INSTALL 4" SDR 35 SANITARY SEWER SERVICE PER ISPWC SD-11 601-12 INSTALL 12" ADS N 12 STORM PIPE @ 0.22% MIN SLOPE 602-2 INSTALL CATCH BASIN TYPE I PER ISPWC SD-601 706-1 706-R1 401-8.8.6 INSTALL 8"x8"x6" TEE WITH THRUST BLOCK PER ISPWC SD - 403 401-8.6 INSTALL 8" TO 6" C50-DI REDUCER WITH THRUST BLOCK PER ISPWC SD - 403 706-V1 706-D1 RETAIN AND PROTECT EARTHWORK WATER 401-10 INSTALL 10" WATER PIPE PVC C-900 @ 5' MINIMUM COVER 401-12 INSTALL 12" WATER PIPE PVC C-900 @ 5' MINIMUM COVER 401-8.8.8 INSTALL 8"x8"x8" TEE WITH THRUST BLOCK PER ISPWC SD - 403 401-6.6.6 INSTALL 6"x6"x6" TEE WITH THRUST BLOCK PER ISPWC SD - 403 401-12.12.12 INSTALL 12"x12"x12" TEE WITH THRUST BLOCK PER ISPWC SD - 403 401-6.90 INSTALL 6" 90° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-6.11 INSTALL 6" 11.25° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-6.22 INSTALL 6" 22.5° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-6.45 INSTALL 6" 45° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-8.11 INSTALL 8" 11.25° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-8.22 INSTALL 8" 22.5° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-8.45 INSTALL 8" 45° BEND WITH THRUST BLOCK PER ISPWC SD - 403 402-8 INSTALL 8" WATER VALVE PER ISPWC SD - 406 402-12 INSTALL 12" WATER VALVE PER ISPWC SD - 406 404-1 INSTALL 1" WATER SERVICE WITH METER PIT INCLUDING METER PER ISPWC SEWER 501-12 INSTALL 12" SDR 35 SANITARY SEWER PIPE @ 0.4% MIN. STORM CONCRETE 1102-1 TRAFFIC SIGNAL AND STREET LIGHTING 1103-1 401-12.12.6 INSTALL 12"x12"x6" TEE WITH THRUST BLOCK PER ISPWC SD - 403 401-12.12.8 INSTALL 12"x12"x8" TEE WITH THRUST BLOCK PER ISPWC SD - 403 INSTALL 2" WATER SERVICE WITH METER PIT INCLUDING METER PER ISPWC 706-A1 706-S1 0901.4.1.A.1-01 PRESSURE IRRIGATION 0901.4.1.A.1-1.5 0901.4.1.A.1-02 0901.4.1.B.1-90 0902.4.1.A.1-01 706-2 602-1 INSTALL SD MANHOLE PER ISPWC SD-611 602-3 INSTALL OPEN BTM CATCH BASIN PER DETAIL ON THIS SHEET 401-4 INSTALL 4" WATER PIPE PVC C-900 @ 5' MINIMUM COVER 706-3 706-T1 401-8.8.6.6 INSTALL 8"x8"x6"x6" CROSS WITH THRUST BLOCK PER ISPWC SD - 403 INSTALL 6" CURB AND GUTTER PER ISPWC SD-701 INSTALL ADA PEDESTRIAN RAMP W/DETECTABLE WARNING DOMES PER ISPWC SD-712 INSTALL VALLEY GUTTER PER ISPWC - 708 INSTALL CURB DRAIN PER ISPWC SD-715 INSTALL STREET LIGHT INSTALL STOP SIGN AND STREET SIGNS PER MUTCD STD. INSTALL CONCRETE COMMERCIAL APPROACH PER ISPWC SD-710 INSTALL 4" CONCRETE SIDEWALK PER ISPWC SD-709 INSTALL 1" PRESSURIZED IRRIGATION INSTALL 1.5" PRESSURIZED IRRIGATION INSTALL 2" PRESSURIZED IRRIGATION INSTALL 90° PRESSURIZED IRRIGATION BEND INSTALL PRESSURIZED IRRIGATION VALVE INSTALL 6" LIP DOWN CURB AND GUTTER PER DETAIL ON THIS SHEET INSTALL CITY OF REXBURG 2.5' STANDARD HIGHBACK CURB INSTALL CURB TERMINUS PER ISPWC SD-707 GEO FABRIC LEGEND CONCRETE ASPHALT LANDSCAPING BUILDINGS POND HIGH WATER LINE AND GRADE BREAK HIGH WATER LINE CATCH BASIN FIRE HYDRANT STREET LIGHT VALVE SANITARY SEWER MANHOLE CURB & GUTTER BOUNDARY LINE GRADE BREAK SAW CUT STREET RIGHT-OF-WAY (ROW) EASEMENT LINE FENCE LINE SANITARY SEWER LINE WATERLINE SANITARY SEWER SERVICE WATER SERVICE OVERHEAD POWER GAS LINE SURFACE CONTOUR ASPHALT STORM DRAIN MANHOLE STORM DRAIN LINE POWER POLE SANITARY SEWER MANHOLE POWER POLE STORM DRAIN MANHOLE STREET LIGHT FIRE HYDRANT VALVE LOT LINE CENTERLINE OF ROAD CATCH BASIN UNDERGROUND POWER CURB & GUTTER SANITARY SEWER LINE WATERLINE OVERHEAD POWER SURFACE CONTOUR UNDERGROUND POWER FENCE LINE STORM DRAIN LINE SANITARY SEWER SERVICE WATER SERVICE EXISTING PROPOSED CONCRETE BUILDINGS GAS LINE COMMUNICATION COMMUNICATIONS STREET RIGHT-OF-WAY (ROW) EASEMENT LINE LOT LINE GRADE BREAK IRRIGATION IRRIGATION PRESSURE IRRIGATION PRESSURE IRR ASPHALT PARKING LOT/DRIVE AISLE SECTION 6" DEPTH CRUSHED 3 4" MINUS AGGREGATE LEVELING COURSE COMPACTED TO 95% ASTM D698 18" DEPTH UNCRUSHED AGGREGATE SUBBASE COURSE COMPACTED TO 95% ASTM D698 SUBGRADE EARTH COMPACTED TO 95% ASTM D698 3" DEPTH ASPHALT PLANT MIX N0 ° 0 0 ' 3 9 " W 31 8 . 0 4 ' N89° 55' 30"E 416.21' N0 ° 2 4 ' 1 3 " W 31 7 . 5 0 ' S89° 59' 55"E 414.03' CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BWBTT SHEET NAME: PROJECT: LOCATION: 22-063 DATE: October 11, 2023 DATEREVISIONS EXISTING CONDITIONS REXBURG GOOD 2 GO REXBURG, ID C-12 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:24'' X 36'' VERTICAL EXAGGERATION: PROJECT CONTACT: TJ TOGIAI & BARRY BAME CONNECT ENGINEERING 208-881-0081 PRELIMINARY FOR REVIEW ONLY 1V = 10 H C-04 UNIVERSITY BLV 12 T H S T R E E T F 485 0 4851 4852 48 4 9 4851 4849 4850 4850 4849 4 8 4 9 48 5 0 48 5 1 4 8 5 0 4 8 4 8 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 4+ 8 0 L1 2+00 3+00 4+00 5+00 6+00 6+20L2 401-6 401-8 100-1 200-1 401-6.90 401-8.11 401-8.22 401-8.45 401-8.90 401-8.8.8 401-8.8.6 402-6 402-8 403-1 404-1 401-8.6 501-8 502-1 504-4 505-6 506-6.90 601-12 602-1 602-2 602-3 706-1 706-2 706-11 706-V1 706-D1 706-3 706-12 706-A1 706-S1 SEE SHEET 3 FOR MORE INFORMATION 706-R1 1102-1 1103-1 NOT ALL CALLOUTS USED SEE SHEET 3 FOR MORE INFORMATION 404-2 RETAIN AND PROTECT SAW CUT AND ASPHALT REMOVAL 6'' WATER MAIN 8'' WATER MAIN 6'' 90° WATER BEND 8'' 11.5° WATER BEND 8'' 22.5° WATER BEND 8'' 45° WATER BEND 8'' 90° WATER BEND 8''X8''X8'' TEE 8''X8''X6'' TEE 8''X6'' REDUCER 6'' WATER MAIN VALVE 8'' WATER MAIN VALVE FIRE HYDRANT ASSEMBLY 1'' WATER SERVICE 2'' WATER SERVICE 8'' SEWER MAIN SEWER MANHOLE 4'' SEWER SERVICE 6'' PRESSURIZED SEWER MAIN 6'' 90° PRESSURE SEWER BEND 12'' STORM MAIN STORM MAIN MANHOLE STORM MAIN CATCH BASIN STORM INFILTRATION WELL 6'' VERTICAL CURB 6'' LIP DOWN CURB 2.5' WIDE 6'' VERTICAL CURB 3'' ROLLED CURB 3'' LIP DOWN ROLLED CURB COMMERCIAL APPROACH CURB DRAIN PEDESTRIAN RAMP 5' CONCRETE SIDEWALK CONCRETE VALLEY GUTTER STREET LIGHT STOP SIGNS WITH STREET NAMES 706-T1 CURB TERMINUS 706-4 1' FLUSH CURB N-S DRIVE AISLE Number L1 Begin Station 1+00.00 End Station 4+79.83 Radius Length 379.83 Line/Chord Direction S0° 00' 35.43"E Begin Point N: 779303.04, E: 748685.22 End Point N: 778923.21, E: 748685.28 ALIGNMENT TABLE SEWER EXTENSION Number L2 Begin Station 1+00.00 End Station 6+20.00 Radius Length 520.00 Line/Chord Direction N89° 41' 33.09"E Begin Point N: 778927.34, E: 748188.91 End Point N: 778930.13, E: 748708.90 CONTROL POINT TABLE Point # 1 2 Elevation 4850.88 4850.86 Northing 779267.59 779267.97 Easting 748218.83 748258.74 Description BCM_PLS3020 5RBR_PLS15571 CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BWBTT SHEET NAME: PROJECT: LOCATION: 22-063 DATE: October 11, 2023 DATEREVISIONS SITE OVERVIEW REXBURG GOOD 2 GO REXBURG, ID C-12 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:24'' X 36'' VERTICAL EXAGGERATION: PROJECT CONTACT: TJ TOGIAI & BARRY BAME CONNECT ENGINEERING 208-881-0081 PRELIMINARY FOR REVIEW ONLY 1V = 10 H C-05 148.00' 138.00' 54 . 7 3 ' 64 . 7 3 ' 27.50' 27 . 5 0 ' 5. 0 0 ' 60 . 0 0 ' 10.00' 8.00' 20 . 0 0 ' 41 . 0 0 ' 45 . 0 0 ' 22 . 2 0 ' 26.01' 27.67' UNIVERSITY BLV. 12 T H S T R E E T SHEET NOTE: 1.CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY. PRIOR TO CONNECTING ANY PROPOSED UTILITIES. 2.ENSURE 10' MINIMUM HORIZONTAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ 3.ENSURE 18" MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET NT. 4.SEE WATER NOTE 4 ON SHEET 2 WHERE 18'' VERTICAL SEPARATION CAN NOT BE MET. SITE INFORMATION: TOTAL AREA: 131,910 SQ FT (3.03 ACRES) PARKING: 27 PARKING STALLS (2 ADA STALLS) TOTAL LANDSCAPE: 22,971 SQ FT (17.4%) POWER NOTE: SEE ROCKY MOUNTAIN POWER CONTRACTOR'S MAP FOR PROPOSED POWER FACILITIES. FIRE CODE NOTE: 1.D103.6.1 ROADS ARE 20 TO 26 FEET IN WIDTH. FIRE LANE SIGNS ARE SPECIFIED IN SECTION D103.6 APPARATUS ACCESS ROADS THAT ARE 20 TO 26 FEET WIDE. 2.CURBS SHALL BE PAINTED RED FOUR FEET ON EACH SIDE OF THE EVERY FIRE HYDRANT. STORM WATER NOTE: NOTE: ALL STORM WATER FOR SITE TO BE TAKEN TO SWELLS AND PERFORATED PIPE/ROCK SYSTEMS. REQUIRED VOLUME = AREA X 1.33 (INCHES OF WATER) / 12 REQUIRED VOLUME = 131,910 * 1.33 / 12 = 14,620 CU FT PROVIDED VOLUME = TWO PERF PIPE AND ROCK SECTIONS PROVIDED VOLUME = VOLUME OF PIPE (L*PI*r^2) = 170 x Pi X 0.5^2 = 134 CU FT VOLUME OF ROCK SECTION (L*W*H) = 170 x 20 x 5.5 = 18,700 CU FT ROCK VOLUME PROVIDED = 2 * (VOLUME OF ROCK - VOLUME OF PIPE) * 0.4 = 2 x (18,600 - 146.08) x 0.4 = 14,853 CU FT TOTAL VOLUME PROVIDED ( ROCK & PIPE) = (134 * 2) + 14853 = 15,121 CU FT SNOW STORAGE NOTE: SNOW STORAGE AREAS SHOWN ON PLANS 11,000 SQ. FT. PROPOSED 12" PERF PIPE GEOTEXTILE FABRIC 2"-6" ROCK PERF PIPE - SECTION VIEW NTS 20.00' 5. 5 0 ' CONTROL POINT 2 CONTROL POINT 1 102.91' 93.23' 66 . 8 1 ' 11.00' 54 . 1 7 ' 20 . 0 0 ' 150.85' 119.20' IRRIGATION NOTE: IRRIGATION PLAN TO BE DESIGNED BY OTHERS 5. 0 0 ' 5.00' 14.67' 47.00' 28 . 0 0 ' 4.50' 5. 0 0 ' 22 . 2 3 ' R2 . 5 2 ' R 2 . 5 0 ' 5.00' 4.00' 3. 0 0 ' 5. 0 0 ' 7.50' 5. 0 0 ' 16 . 0 0 ' 14.00' 7. 0 0 ' 39 . 4 9 ' 13 . 0 0 ' 26 . 0 0 ' 22.83' F Install 93' of 12" ADS N 12 Perforated Storm Pipe @ 0.00% Install 77' of 12" ADS N 12 Perforated Storm Pipe @ 0.00% Install 77' of 12" ADS N 12 Perforated Storm Pipe @ 0.00% Install 93' of 12" ADS N 12 Perforated Storm Pipe @ 0.00% Install 73' of 12" ADS N 12 Storm Pipe @ 0.22% 485 0 4851 4852 48 4 9 4851 4849 4850 4850 4849 4 8 4 9 48 5 0 48 5 1 4 8 5 0 4 8 4 8 2+ 0 0 3+ 0 0 4+ 0 0 4+ 8 0 L1 1+00 2+00 3+00 4+00 5+00 6+00 6+20L2 SDMH-6 Sta:3+53.39 OFF:29.48R Rim:4848.90 S INV IN:4845.94 N INV OUT:4845.84 SDMH-5 Sta:2+60.39 OFF:29.46R Rim:4847.51 S INV IN:4845.84 N INV OUT:4845.84 SDMH-3 Rim:4849.71 S INV IN:4844.64 N INV OUT:4844.54 SDMH-4 Rim:4847.56 S INV IN:4844.54 N INV OUT:4844.54 SDMH-1 Rim:4848.95 N INV OUT:4844.97 SDMH-2 Rim:4849.71 S INV IN:4844.83 N INV OUT:4844.73 SDMH-7 Sta:4+26.73 OFF:31.45R Rim:4849.10 N INV OUT:4846.10 401-6 401-8 100-1 200-1 401-6.90 401-8.11 401-8.22 401-8.45 401-8.90 401-8.8.8 401-8.8.6 402-6 402-8 403-1 404-1 401-8.6 501-8 502-1 504-4 505-6 506-6.90 601-12 602-1 602-2 602-3 706-1 706-2 706-11 706-V1 706-D1 706-3 706-12 706-A1 706-S1 SEE SHEET 3 FOR MORE INFORMATION 706-R1 1102-1 1103-1 NOT ALL CALLOUTS USED SEE SHEET 3 FOR MORE INFORMATION 404-2 RETAIN AND PROTECT SAW CUT AND ASPHALT REMOVAL 6'' WATER MAIN 8'' WATER MAIN 6'' 90° WATER BEND 8'' 11.5° WATER BEND 8'' 22.5° WATER BEND 8'' 45° WATER BEND 8'' 90° WATER BEND 8''X8''X8'' TEE 8''X8''X6'' TEE 8''X6'' REDUCER 6'' WATER MAIN VALVE 8'' WATER MAIN VALVE FIRE HYDRANT ASSEMBLY 1'' WATER SERVICE 2'' WATER SERVICE 8'' SEWER MAIN SEWER MANHOLE 4'' SEWER SERVICE 6'' PRESSURIZED SEWER MAIN 6'' 90° PRESSURE SEWER BEND 12'' STORM MAIN STORM MAIN MANHOLE STORM MAIN CATCH BASIN STORM INFILTRATION WELL 6'' VERTICAL CURB 6'' LIP DOWN CURB 2.5' WIDE 6'' VERTICAL CURB 3'' ROLLED CURB 3'' LIP DOWN ROLLED CURB COMMERCIAL APPROACH CURB DRAIN PEDESTRIAN RAMP 5' CONCRETE SIDEWALK CONCRETE VALLEY GUTTER STREET LIGHT STOP SIGNS WITH STREET NAMES 706-T1 CURB TERMINUS 706-4 1' FLUSH CURB CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BWBTT SHEET NAME: PROJECT: LOCATION: 22-063 DATE: October 11, 2023 DATEREVISIONS UTILITY PLAN REXBURG GOOD 2 GO REXBURG, ID C-12 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:24'' X 36'' VERTICAL EXAGGERATION: PROJECT CONTACT: TJ TOGIAI & BARRY BAME CONNECT ENGINEERING 208-881-0081 PRELIMINARY FOR REVIEW ONLY 1V = 10 H C-06 FUEL TANKS UNIVERSITY BLV. 12 T H S T R E E T TRANSITION FROM LIP UP TO LIP DOWN CURB AND GUTTER 602-3 602-3 602-3 602-3 602-3 100-1 100-1 100-1 100-1 100-1 100-1 706-D1 SNOW STORAGE SNOW STORAGE SNOW STORAGE CONNECT TO EXISTING WATER SERVICE STUBS. CONTRACTOR TO VERIFY LOCATION AND ELEVATION BEFORE CONSTRUCTION 504-4 404-1 401-6 DUMPSTER ENCLOSURE PER REXBURG STANDARDS 402-8 402-8 401-8.8.8 CAP FOR FUTURE USE401-8 401-8 401-8 602-3 502-1CONNECT EXISTING SEWER STUB TO MANHOLE 100-1 502-1 FUEL PUMP CANOPY FUEL PUMPS 602-3 3/4" WATER HYDRANT SUPPLY LINE 100-1 ADA COMPLIANT RAMP ADA COMPLIANT RAMP ADA COMPLIANT RAMP STUB AND CAP FOR FUTURE USE STUB AND CAP FOR FUTURE USE 501-8 501-8501-8 CONCRETE PAD FOR SHUTOFF, AIR, AND WATER HYDRANT. SEE ARCHITECT PLANS FOR DETAIL SOIL AND GREASE INTERCEPTOR 4" IRRIGATION SLEEVE CONCRETE PAD FOR SHUTOFF SEE ARCHITECT PLANS FOR DETAIL CONCRETE PAD FOR REMOTE DEF SEE ARCHITECT PLANS FOR DETAIL BOLLARDS SEE ARCHITECTURE DRAWING FOR DETAILS SIGN SEE MECHANICAL PLANS FOR DETAILS 4" IRRIGATION SLEEVE 2'' CONDUIT 6" CONDUIT 2'' CONDUIT 6" CONDUITSIGN PROPOSED CONDUIT PROPOSED CONDUIT TRANSFORMER SEE ELECTRICAL PLAN FOR DETAILS BOLLARDS SEE ARCHITECTURE DRAWING FOR DETAILS BALLARDS SEE ARCHITECTURE DRAWING FOR DETAILS RETAIN AND PROTECT EXISTING FIRE HYDRANT RETAIN AND PROTECT EXISTING FIRE HYDRANT SIGN SEE MECHANICAL PLANS FOR DETAILS TRANSFORMER SEE ELECTRICAL PLANS FOR DETAILS BOLLARDS SEE ARCHITECTURE DRAWING FOR DETAILS F 485 0 4851 4852 48 4 9 4851 4849 4850 4850 4849 4 8 4 9 48 5 0 48 5 1 4 8 5 0 4 8 4 8 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 4+ 8 0 L1 2+00 3+00 4+00 5+00 6+00 6+20L2 -2 . 2 5 % -2 . 4 7 % -2 . 0 3 % -2.27% -2.00% -1.98% -2.12% -2 . 0 4 % -2 . 0 8 % -1 . 2 9 % -1 . 0 9 % -3 . 1 2 % -2 . 2 6 % -3 . 6 1 % -3.25% -2.75% -1 . 3 0 % -2.80% -3.12% -3.10 % -3.08 % -1 . 0 1 % -1 . 0 1 % -1 . 2 3 % -2. 2 2 % -0.56% -0.40% -1 . 8 3 % - 2 . 7 9 % -8 . 1 5 % -1 0 . 9 8 % -2 0 . 7 4 % -1 8 . 0 8 % -1 8 . 1 1 % -2 1 . 5 2 % -2 4 . 0 1 % -12 . 9 0 % -6.2 1 % -2.91 % -10.42% -8.91% -9.89% -21.05% -19.84% -26.09% -7 . 6 6 % - 4 . 9 1 % -16.63% -3.93% -17.42% -10.80% -16.74% -10.23% -15.05% -1.35% -1 0 . 6 2 % -1 6 . 7 3 % -8.32% -9.24% -8.46% -6.59% - 6 . 0 6 % -2. 2 3 % 0. 9 5 % -1.42% -2.82% -2.82% -2.02% -2.02% -2.65% -2.54% -3.07% -2.59%-2.53% -2.18% -22.87% -0 . 5 0 % -0 . 7 2 % -0 . 5 7 % -0 . 5 7 % -2 . 0 1 % -1 . 7 5 % -1 . 7 5 % -2 . 0 3 % -0.40% -1 . 4 3 % -0 . 4 2 % -0 . 4 2 % -1 . 8 5 % -12.44% -1 0 . 8 6 % -1 . 8 9 % -1.72% -0.88% -2.69% -3.17% -2.50% -2.56% -2.10% -2.38% 4849.92 TOC 4850.57 TOC 4850.57 TOC 4849.92 TOC FF: 4852.30 4851.41 TBC-PC 4852.30 TOC 4852.30 TOC 4851.78 TBC-PC 4852.16 TBC-PC 4851.65 TBC-PI 4852.17 TBC-PI 4852.14 TBC-PC 4852.29 TBC-PC 4852.27 TBC-PC 4850.41 TBC-PC 4848.20 TBC-PC 4849.15 TBC-PC 4848.84 TBC-PC 4847.65 TBC-PC-LP 4850.16 TBC-PC 4850.81 TBC-PC-HP 4851.08 TBC-PC 4849.74 TBC-PC 4849.88 TBC-PC 4850.36 TBC-PC 4851.88 TOA-PC 4852.17 TBC-PC 4849.61 TBC-PC 4849.74 TBC-PC 4852.00 TOA 4850.15 TBC-PI 4848.94 TBC-PI 4850.49 TBC-MATCH 4850.93 TBC-MATCH 4850.93 TBC-MATCH 4850.51 TBC END 4850.58 TBC END 4850.65 TBC END4850.64 TBC END 4850.36 TBC-PC 4851.08 TBC-PC 4848.11 GB 4848.03 GB 4847.92 GB 4846.89 GB 4847.82 GB 4848.06 GB 4849.13 TBC-LP 4849.15 GB 4849.34 GB 4848.95 GB 4847.56 GB 4846.74 GB 4850.91 TOA-MATCH 4850.43 TBC-LP 4850.43 TBC-LP 4850.54 TBC-LP 4851.75 TOA-PC 4851.85 TOA-PC 4851.85 TBC-PC 4851.31 TBC 4852.16 TBC 4852.12 TBC 4852.10 TBC-HP 4851.76 TBC-PC4849.74 TBC-MATCH 4848.50 GB 4850.16 TOC-MATCH 4851.23 TBC-HP 4849.03 EXIST 4849.39 EXIST 4849.61 EXIST 4848.94 EXIST 4852.27 TBC-PC 4852.12 TOA 4851.74 TOA-PC 4852.10 TBC-PC 4852.12 TOC 4852.00 TOA 4852.00 TBC -0.57% -0.90% 4849.50 TBC HP 4849.46 TBC HP 4852.00 TBC 4852.12 TOA 4851.66 TBC-HP -0.40% 4852.20 TOC 4852.20 TOC 4852.30 TOC -1 . 8 6 % 4852.08 TOC 4852.08 TBC 4852.36 TBC 4851.78 TBC-PC 4851.95 TBC-PC 4852.20 TBC-PI 4852.36 TBC 4852.26 TBC 4852.23 TBC 4851.69 TOC 4851.85 TOC 4851.85 TOC 4851.83 TOC 4850.68 TOA -2 . 5 5 % -2 . 4 9 % 401-6 401-8 100-1 200-1 401-6.90 401-8.11 401-8.22 401-8.45 401-8.90 401-8.8.8 401-8.8.6 402-6 402-8 403-1 404-1 401-8.6 501-8 502-1 504-4 505-6 506-6.90 601-12 602-1 602-2 602-3 706-1 706-2 706-11 706-V1 706-D1 706-3 706-12 706-A1 706-S1 SEE SHEET 3 FOR MORE INFORMATION 706-R1 1102-1 1103-1 NOT ALL CALLOUTS USED SEE SHEET 3 FOR MORE INFORMATION 404-2 RETAIN AND PROTECT SAW CUT AND ASPHALT REMOVAL 6'' WATER MAIN 8'' WATER MAIN 6'' 90° WATER BEND 8'' 11.5° WATER BEND 8'' 22.5° WATER BEND 8'' 45° WATER BEND 8'' 90° WATER BEND 8''X8''X8'' TEE 8''X8''X6'' TEE 8''X6'' REDUCER 6'' WATER MAIN VALVE 8'' WATER MAIN VALVE FIRE HYDRANT ASSEMBLY 1'' WATER SERVICE 2'' WATER SERVICE 8'' SEWER MAIN SEWER MANHOLE 4'' SEWER SERVICE 6'' PRESSURIZED SEWER MAIN 6'' 90° PRESSURE SEWER BEND 12'' STORM MAIN STORM MAIN MANHOLE STORM MAIN CATCH BASIN STORM INFILTRATION WELL 6'' VERTICAL CURB 6'' LIP DOWN CURB 2.5' WIDE 6'' VERTICAL CURB 3'' ROLLED CURB 3'' LIP DOWN ROLLED CURB COMMERCIAL APPROACH CURB DRAIN PEDESTRIAN RAMP 5' CONCRETE SIDEWALK CONCRETE VALLEY GUTTER STREET LIGHT STOP SIGNS WITH STREET NAMES 706-T1 CURB TERMINUS 706-4 1' FLUSH CURB CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BWBTT SHEET NAME: PROJECT: LOCATION: 22-063 DATE: October 11, 2023 DATEREVISIONS GRADING PLAN REXBURG GOOD 2 GO REXBURG, ID C-12 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:24'' X 36'' VERTICAL EXAGGERATION: PROJECT CONTACT: TJ TOGIAI & BARRY BAME CONNECT ENGINEERING 208-881-0081 PRELIMINARY FOR REVIEW ONLY 1V = 10 H C-07 UNIVERSITY BLV. CONTROL POINT 2 706-T1 706-T1 706-T1 706-T1 706-1 706-1 706-1 706-D1 706-1 706-1 706-1 706-1 706-1 706-2 706-2 706-2 706-2 706-2 706-1 706-1 706-D1 706-D1 706-D1 706-D1 706-2 706-1 TRANSITION FROM LIP UP TO LIP DOWN CURB & GUTTER 706-D1 TRANSITION FROM LIP UP TO LIP DOWN CURB AND GUTTER 706-F1 F 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 4+ 8 0 L1 2+00 3+00 4+00 5+00 6+00 6+20L2 CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BWBTT SHEET NAME: PROJECT: LOCATION: 22-063 DATE: October 11, 2023 DATEREVISIONS LANDSCAPE PLAN REXBURG GOOD 2 GO REXBURG, ID C-12 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:24'' X 36'' VERTICAL EXAGGERATION: PROJECT CONTACT: TJ TOGIAI & BARRY BAME CONNECT ENGINEERING 208-881-0081 PRELIMINARY FOR REVIEW ONLY 1V = 10 H C-08 UNIVERSITY BLV. 12 T H S T R E E T CONTROL POINT 2 CONTROL POINT 1 5. 0 0 ' NOTES: 1.LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL MATERIALS FOR BIDDING AND INSTALLATION PURPOSED. IF DISCREPANCIES EXIST, THE PLAN SHALL DICTATE QUANTITIES TO BE USED. 2.PLANT MATERIAL TO BE INSTALLED PER PLANT LEGEND. IF SUBSTITUTIONS ARE WANTED, PROPOSED CHANGES MUST BE SUBMITTED TO THE OWNER FOR APPROVAL PRIOR TO PLANTING. 3.ROCK MULCH COLOR AND TYPE TO BE APPROVED BY OWNER, SUBMIT SAMPLES FOR APPROVAL PRIOR TO INSTALLATION. MULCH MATERIAL SHALL BE IMPLEMENTED IN ALL PLANTER BED AREAS INDICATED ON THE PLANS AT THE FOLLOWING DEPTHS: 3.1. 1-2" DIAMETER FRACTURED STONE: 4" 3.2. 2-4" DIAMETER FRACTURED STONE: 4" 3.3. 1-2" COBBLED MULCH: 4" 3.4. 2-4" COBBLED MULCH: 6" 3.5. PULL MULCH MIN. OF 3" AWAY FROM BASE OF ALL SHRUBS AND MIN. OF 6" AWAY FROM ALL TREES. 4.INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL LAWS AND ORDINANCES. 5.ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE QUALITY AND PERFORMANCE SPECIFIED, AND SHALL MEET THE REQUIREMENTS OF THIS SYSTEM. USE MATERIALS AS SPECIFIED, NO SUBSTITUTIONS SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION OF THE OWNER. 6.BASE PLAN AND LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIC IN NATURE. FIELD VERIFY ALL BASE AND EXISTING ELEMENTS PRIOR TO CONSTRUCTION AND PROVIDE NECESSARY ADJUSTMENTS. LEGEND SYMBOL DESCRIPTION QUANTITY 2-4' ACCENT BOULDERS 10 4" OF 1" DECORATIVE ROCK ±4,445 SQ. FT. (COLOR TO BE SPECIFIED BY OWNER) 4" OF 1" DECORATIVE ROCK ±1,926 SQ. FT. (COLOR TO BE SPECIFIED BY OWNER) NATIVE LANDSCAPE ROCK N.T.S. BOULDER FINISH GRADE CUT FABRIC TO ALLOW BOULDER TO REST ON TOP OF FABRIC. DO NOT REMOVE FABRIC BENEATH THE BOULDER. NOTES: 1.OVERLAP ALL WEED BARRIER SEAMS A MINIMUM OF 6". 2.INSTALL LANDSCAPE STAPLES EVERY 36" ON CENTER ALONG SEAMS. 3.CUT FABRIC AROUND ACCENT BOULDERS AS CLOSE TO THE EDGE OF THE BOULDER AS POSSIBLE. 4.CUT FABRIC IN AN "X" TO ALLOW INSTALLATION OF PLANT. FOLD BACK FLAPS UNDERNEATH THE FABRIC AND STAKE INTO PLACE. LEAVE ROOT BALL AREA UNCOVERED FOR AIR CIRCULATION TO ROOT MASS. LANDSCPAE COVER AND WEED BARRIER N.T.S. UNDISTURBED NATIVE SOIL WEED BARRIER FABRIC NATIVE COBBLE, LANDSCAPE ROCK, OR BARK MULCH AS CHOSEN BY OWNER TOP SOIL PER PLANS AND SPECIFICATIONS 1 2 FINISH GRADE 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 48 5 0 1+00 2+00 3+00 4+00 4+80L16+ 0 0 6+ 2 0 -1.30% -1.83% -2 . 7 9 % - 1 2 . 9 0 % - 6 . 2 1 % - 2 . 9 1 % -1 0 . 4 2 % -8 . 9 1 % -9 . 8 9 % -2 1 . 0 5 % -1 9 . 8 4 % -2 6 . 0 9 % -16. 7 3 % -8 . 3 2 % -9 . 2 4 % -8 . 4 6 % -6 . 5 9 % -6.0 6 % 0.95% -2 . 8 2 % -2 . 8 2 % -2 . 0 2 % -2 . 0 2 % -2 . 6 5 % -2 . 5 4 % -3 . 0 7 % -2 . 5 9 % -2 . 5 3 % -2 . 1 8 % -2 2 . 8 7 % -0.50% -0.72%-0.57% -0.57% -2.01% -2 . 1 0 % 4847.65 TBC-PC-LP 4850.16 TBC-PC 4850.81 TBC-PC-HP 4851.08 TBC-PC 4849.74 TBC-PC 4849.88 TBC-PC 4850.36 TBC-PC 4850.15 TBC-PI 4850.93 TBC-MATCH 4850.93 TBC-MATCH 4850.51 TBC END4850.58 TBC END 4850.65 TBC END 4850.64 TBC END 4850.36 TBC-PC 4851.08 TBC-PC 4847.92 GB 4846.89 GB 4848.06 GB 4846.74 GB 4850.91 TOA-MATCH 4850.43 TBC-LP 4850.43 TBC-LP 4849.61 EXIST 4850.68 TOA -2.55% -2.49% 401-6 401-8 100-1 200-1 401-6.90 401-8.11 401-8.22 401-8.45 401-8.90 401-8.8.8 401-8.8.6 402-6 402-8 403-1 404-1 401-8.6 501-8 502-1 504-4 505-6 506-6.90 601-12 602-1 602-2 602-3 706-1 706-2 706-11 706-V1 706-D1 706-3 706-12 706-A1 706-S1 SEE SHEET 3 FOR MORE INFORMATION 706-R1 1102-1 1103-1 NOT ALL CALLOUTS USED SEE SHEET 3 FOR MORE INFORMATION 404-2 RETAIN AND PROTECT SAW CUT AND ASPHALT REMOVAL 6'' WATER MAIN 8'' WATER MAIN 6'' 90° WATER BEND 8'' 11.5° WATER BEND 8'' 22.5° WATER BEND 8'' 45° WATER BEND 8'' 90° WATER BEND 8''X8''X8'' TEE 8''X8''X6'' TEE 8''X6'' REDUCER 6'' WATER MAIN VALVE 8'' WATER MAIN VALVE FIRE HYDRANT ASSEMBLY 1'' WATER SERVICE 2'' WATER SERVICE 8'' SEWER MAIN SEWER MANHOLE 4'' SEWER SERVICE 6'' PRESSURIZED SEWER MAIN 6'' 90° PRESSURE SEWER BEND 12'' STORM MAIN STORM MAIN MANHOLE STORM MAIN CATCH BASIN STORM INFILTRATION WELL 6'' VERTICAL CURB 6'' LIP DOWN CURB 2.5' WIDE 6'' VERTICAL CURB 3'' ROLLED CURB 3'' LIP DOWN ROLLED CURB COMMERCIAL APPROACH CURB DRAIN PEDESTRIAN RAMP 5' CONCRETE SIDEWALK CONCRETE VALLEY GUTTER STREET LIGHT STOP SIGNS WITH STREET NAMES 706-T1 CURB TERMINUS 706-4 1' FLUSH CURB DATUM ELEV 4842.00 4844 4848 4852 1+00 48 5 1 . 0 48 5 0 . 4 1 2+00 48 5 0 . 7 48 4 9 . 7 9 48 5 0 . 4 48 4 9 . 6 9 3+00 48 5 0 . 7 48 4 9 . 6 3 48 5 1 . 1 48 4 9 . 6 9 4+00 48 5 0 . 6 48 4 9 . 7 5 48 5 0 . 4 48 4 9 . 8 0 4+80 -2.05%2.00% -0.59%0.72%-1.00% 0.57%0.40% PV I S t a . = 1 + 0 2 . 0 1 El e v . = 4 8 5 1 . 1 0 9 PV I S t a . = 1 + 2 2 . 8 4 El e v . = 4 8 5 0 . 6 9 0 PV I S t a . = 1 + 4 1 . 7 8 El e v . = 4 8 5 1 . 0 6 9 PV I S t a . = 2 + 6 0 . 3 9 El e v . = 4 8 5 0 . 3 2 0 PV I S t a . = 2 + 6 0 . 3 9 El e v . = 4 8 5 0 . 3 2 0 PV I S t a . = 3 + 5 0 . 8 4 El e v . = 4 8 5 1 . 1 0 0 PV I S t a . = 4 + 2 6 . 9 9 El e v . = 4 8 5 0 . 3 3 9 PV I S t a . = 4 + 7 7 . 8 9 El e v . = 4 8 5 0 . 5 4 2 Install 5' of 8" DI C-50 WATER Pipe @ 6' Min CoverInstall 5' of 8" DI C-50 WATER Pipe @ 6' Min Cover Install 206' of 8" DI C-50 WATER Pipe @ 6' Min Cover STA. 3+80.80 OFF. -10.05 STA. 3+68.87 OFF. -10.05 STA. 3+74.79 OFF. -10.05 SSMH-2 Sta:5+45.53 OFF:-5.61L Rim:4849.81 E INV IN:4844.08 S INV IN:4844.08 W INV OUT:4843.98 Install 97' of 8" DI C-50 WATER P i p e @ 6 ' M i n C o v e r F CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BWBTT SHEET NAME: PROJECT: LOCATION: 22-063 DATE: October 11, 2023 DATEREVISIONS N-S DRIVE AISLE STA 1+00 TO 4+80 REXBURG GOOD 2 GO REXBURG, ID C-12 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:24'' X 36'' VERTICAL EXAGGERATION: PROJECT CONTACT: TJ TOGIAI & BARRY BAME CONNECT ENGINEERING 208-881-0081 PRELIMINARY FOR REVIEW ONLY 1V = 10 H C-09 UN I V E R S I T Y B L V 706-1 706-1 706-D1 SHEET NOTE: 1.CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY. PRIOR TO CONNECTING ANY PROPOSED UTILITIES. 2.ENSURE 10' MINIMUM HORIZONTAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ 3.ENSURE 18" MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET NT. 4.SEE WATER NOTE 4 ON SHEET 2 WHERE 18'' VERTICAL SEPARATION CAN NOT BE MET. 706-D1 706-V1 DESIGN SURFACE EXISTING SURFACE 1103-1 100-1 100-1 DESIGN FROM IMPROVEMENT DRAWINGS CONNECT TO EXISTING WATER LINE CONTRACTOR TO VERIFY LOCATION AND DEPTH BEFORE CONSTRUCTION 402-8 402-8 401-8.8.8 CAP WATER LINE FOR FUTURE USE CAP WATER LINE FOR FUTURE USE 100-1 100-1 100-1 401-8 401-8 401-8 100-1 SIPHON PIPE STORM TECH CHAMBER 501-8 CONNECT TO EXISTING WATER LINE. CONTRACTOR TO VERIFY DEPTH AND LOCATION PRIOR TO CONSTRUCTION. N-S DRIVE AISLE PLAN VIEW STA: 1+00 TO 4+80 N-S DRIVE AISLE PROFILE VIEW STA: 1+00 TO 4+80 STUB AND CAP SEWER LINE FOR FUTURE USE SLEEVE WATER AT CROSSING VICINITY MAP F 4+ 0 0 4+ 8 0 1+00 2+00 3+00 4+00 5+00 6+00 6+20L2 -3 . 1 2 % -2 . 2 6 % -3 . 6 1 % -3.25% -3.12% -1 0 . 6 2 % -8.32% -9.24% -8.46% -6.59% - 6 . 0 6 % -2. 2 3 % 0. 9 5 % -1.42% -2.59%-2.53% -2.18% -0 . 5 7 % -0 . 5 7 % -2 . 0 3 % -0.40% -0 . 4 2 % -0 . 4 2 % -1 . 8 5 % -1 . 8 9 % -1.72% -2.69% -3.17% -2.56% -2.10% -2.38% FF: 4852.30 4851.41 TBC-PC 4851.78 TBC-PC 4852.16 TBC-PC 4851.65 TBC-PI 4852.17 TBC-PI TBC-PC 4849.74 TBC-PC 4849.88 TBC-PC 4850.36 TBC-PC 4849.61 TBC-PC 4849.74 TBC-PC 4850.15 TBC-PI 4848.94 TBC-PI 4850.49 TBC-MATCH 4850.51 TBC END 4850.65 TBC END4850.64 TBC END 4850.36 TBC-PC 4849.34 GB 4848.95 GB TBC-LP 4851.31 TBC 4852.16 TBC 4851.76 TBC-PC4849.74 TBC-MATCH 4851.23 TBC-HP 4849.03 EXIST 4849.39 EXIST 4849.61 EXIST 4848.94 EXIST 4852.27 TBC-PC 4851.66 TBC-HP -0.40% -1 . 8 6 % 4851.78 TBC-PC 4851.95 TBC-PC 4852.20 TBC-PI -2 . 5 5 % 401-6 401-8 100-1 200-1 401-6.90 401-8.11 401-8.22 401-8.45 401-8.90 401-8.8.8 401-8.8.6 402-6 402-8 403-1 404-1 401-8.6 501-8 502-1 504-4 505-6 506-6.90 601-12 602-1 602-2 602-3 706-1 706-2 706-11 706-V1 706-D1 706-3 706-12 706-A1 706-S1 SEE SHEET 3 FOR MORE INFORMATION 706-R1 1102-1 1103-1 NOT ALL CALLOUTS USED SEE SHEET 3 FOR MORE INFORMATION 404-2 RETAIN AND PROTECT SAW CUT AND ASPHALT REMOVAL 6'' WATER MAIN 8'' WATER MAIN 6'' 90° WATER BEND 8'' 11.5° WATER BEND 8'' 22.5° WATER BEND 8'' 45° WATER BEND 8'' 90° WATER BEND 8''X8''X8'' TEE 8''X8''X6'' TEE 8''X6'' REDUCER 6'' WATER MAIN VALVE 8'' WATER MAIN VALVE FIRE HYDRANT ASSEMBLY 1'' WATER SERVICE 2'' WATER SERVICE 8'' SEWER MAIN SEWER MANHOLE 4'' SEWER SERVICE 6'' PRESSURIZED SEWER MAIN 6'' 90° PRESSURE SEWER BEND 12'' STORM MAIN STORM MAIN MANHOLE STORM MAIN CATCH BASIN STORM INFILTRATION WELL 6'' VERTICAL CURB 6'' LIP DOWN CURB 2.5' WIDE 6'' VERTICAL CURB 3'' ROLLED CURB 3'' LIP DOWN ROLLED CURB COMMERCIAL APPROACH CURB DRAIN PEDESTRIAN RAMP 5' CONCRETE SIDEWALK CONCRETE VALLEY GUTTER STREET LIGHT STOP SIGNS WITH STREET NAMES 706-T1 CURB TERMINUS 706-4 1' FLUSH CURB DATUM ELEV 4840.00 4844 4848 4852 1+00 48 4 9 . 6 48 5 0 . 5 48 4 9 . 9 0 2+00 48 4 9 . 0 48 4 9 . 2 2 48 4 9 . 0 48 4 9 . 9 3 3+00 48 4 9 . 1 48 5 0 . 4 8 48 4 9 . 2 48 5 0 . 7 6 4+00 48 4 9 . 3 48 5 0 . 9 4 48 4 9 . 4 48 5 0 . 9 1 5+00 48 4 9 . 4 48 5 0 . 6 2 48 4 9 . 6 48 5 0 . 1 0 6+00 48 4 9 . 8 48 5 0 . 4 4 6+20 48 4 9 . 8 Install 371' of 8" PVC SDR 35 San. Pipe @ 0 . 4 0 % Install 71' of 8" PVC SDR 35 San. Pipe @ 0. 4 0 % EXIST SSMH-1 Sta:1+20.34 OFF:0.00R Rim:4850.48 E INV IN:4842.18 S INV IN:4841.98 N INV OUT:4841.88 SSMH-1 Sta:1+74.61 OFF:0.17R Rim:4849.90 E INV IN:4842.50 W INV OUT:4842.40 SSMH-2 Sta:5+45.53 OFF:-5.61L Rim:4849.81 E INV IN:4844.08 S INV IN:4844.08 W INV OUT:4843.98 F CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BWBTT SHEET NAME: PROJECT: LOCATION: 22-063 DATE: October 11, 2023 DATEREVISIONS SEWER EXTENSION 1+00 TO 6+20 REXBURG GOOD 2 GO REXBURG, ID C-12 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:24'' X 36'' VERTICAL EXAGGERATION: PROJECT CONTACT: TJ TOGIAI & BARRY BAME CONNECT ENGINEERING 208-881-0081 PRELIMINARY FOR REVIEW ONLY 1V = 10 H C-10 SHEET NOTE: 1.CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY. PRIOR TO CONNECTING ANY PROPOSED UTILITIES. 2.ENSURE 10' MINIMUM HORIZONTAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ 3.ENSURE 18" MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET NT. 4.SEE WATER NOTE 4 ON SHEET 2 WHERE 18'' VERTICAL SEPARATION CAN NOT BE MET. DESIGN SURFACE EXISTING SURFACE 100-1 CONNECT EXISTING SEWER STUB TO MANHOLW. CONTRACTOR TO VERIFY DEPTH AND LOCATION PRIOR TO CONSTRUCTION. SEWER LINE EXTENSION PLAN VIEW SEWER LINE EXTENSION PROFILE VIEW 100-1 100-1 502-1 501-8 502-1 501-8 501-8 STUB AND CAP FOR FUTURE USE STUB AND CAP FOR FUTURE USE STUB AND CAP FOR FUTURE USE SLEEVE WATER AT CROSSING PROPOSED WATER MAIN 100-1 706-D1 VICINITY MAP 706-D1 F 2+ 0 0 3+ 0 0 4+ 0 0 4+ 8 0 L1 2+00 3+00 4+00 5+00 6+00 6+20L2 POTENTIAL POLLUTANTS CHEMICAL MSDS #LOCATION TO BE FILLED OUT BY CONTRACTOR OFFSITE OPERATONS START DATE END DATE TO BE FILLED OUT BY CONTRACTOR AREA TO BE DISTURBED STABILIZE CONSTRUCTION ENTRANCE/EXIT COMBINATION STAGING AREA & VEHICLE EQUIPMENT CLEANING, FUELING AND MAIN. MATERIALS STORAGE AREA & STOCKPILE MANAGEMENT SILT FENCE OR EROSION EEL STORM WATER DRAINAGE SEQUENCE OF MAJOR ACTIVITIES ACTIVITY START DATE END DATE TO BE FILLED OUT BY CONTRACTOR TO BE FILLED OUT BY CONTRACTOR OFFSITE OPERATONS START DATE END DATE TO BE FILLED OUT BY CONTRACTOR BEST MANAGEMENT PRACTICES NOTES 1. This plan should be revised and updated to address changes in site conditions, new or revised government regulations, and additional on-site storm water pollution. Additional erosion control measures may be required. 2. All revisions to this plan must be documented on the SWPPP Revision Documentation Form. 3. Current versions of the SWPPP, the NOI, and the NOC will be kept on site for the duration of the project. These items will be available for the use of all operators and site personal involved with erosion and sediment controls, and be available to EPA visiting the site. A notice will be posted near the construction entrance during construction, containing the SWPPP, the NOI and the NOC. 4. Fugitive dust blowing from the site shall be controlled by spraying water and dust control polymers as needed on dry areas of the site. 5. The contractor will be responsible for supervision and inspection of all erosion and sedimentation controls and for ensuring the SWPPP is implemented. 6. Prior to beginning earth-moving activities, including clearing and grubbing, all clearing limits, easements, setbacks, sensitive areas and their buffers will be clearly marked to prevent environmental damage both on and off the site. 7. If sediment is accidentally transported on to the street it will be removed from the street surface on a daily basis. 8. All off-site construction shall be stabilized at the end of the working day. 9. All waste material will be collected and stored in a securely lidded dumpster. The dumpster will meet all local and state solid water management regulations. 10. Portable sanitary units will be provided for use by all workers for the entire project. Sanitary waste will be collected regularly for the portable units by an approved sanitary waste management contractor. 11. All exposed soils will be stabilized with vegetation or covered no more than 14 days after the construction activity in that portion of the site has temporarily or permanently ceased. 12. Existing and new vegetation will be maintained to the maximum extent practicable to prevent the contamination of storm water with sediment. 13. The contractor shall be responsible for adjusting the erosion control measure; due to grade changes during the development of the project. 14. Maintain on the site or have readily available sufficient oil and grease absorbing materials to contain and clean up fuel or chemical spills and leaks. 15. Adequate energy dissipation, erosion control, and soil stabilization measures will be provided for all point source discharges of storm water, including run-on discharges and outlets for onsite discharges. 16. Temporary and permanent swells and small detention ponds will be used as necessary to reduce the velocity of runoff and enhance particle settling. 17. Consistent with the general permit requirements, all potential pollutants other than sediment will be handled and disposed of in a manner that does not affect contamination of stormwater. 18. Materials used during construction with the potential to impact storm water, will be stored, managed, used, and disposed of in a manner that minimizes the potential for releases to the environment and especially in the storm water. 19. If a spill of pollutants threatens storm water at the site, the spill response procedures must be implemented in a timley manner to prevent the release of pollutants. 20. All temporary and permanent erosion and sediment control BMPs will be maintained and repaired as needed to assure continued performance of their intended use. 21. All temporary erosion control and sediment control BMPs will be removed within 30 days after final site stabilization is achieved or after the temporary BMPs are no longer needed. 22. Regardless of recommended maintenance schedule, all control measures and inspections shall be performed within 24 hours following any storm of 0.5 inches or greater. An inspection report shall be kept at all times and should be retained for at least three (3) years from the date the site is stabilized. 23. All contractors providing services on the project which may cause storm water pollution will be given a copy of the SWPPP and appropriate training regarding stormwater pollution prevention. LEGEND Concrete Washout SEDIMENTATION AREA CONCRETE WASHOUT INLET PROTECTION INLET PROTECTION MATERIAL STORAGE AREA COMBINATION STAGING AREA & VEHICLE FUEL & CLEANING STABILIZE CONSTRUCTION ENTRANCE/EXIST AREA TO BE DISTURBED SILT FENCE OR EROSION ELL CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BWBTT SHEET NAME: PROJECT: LOCATION: 22-063 DATE: October 11, 2023 DATEREVISIONS BEST MANAGEMENT PRACTICES REXBURG GOOD 2 GO REXBURG, ID C-12 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:24'' X 36'' VERTICAL EXAGGERATION: PROJECT CONTACT: TJ TOGIAI & BARRY BAME CONNECT ENGINEERING 208-881-0081 PRELIMINARY FOR REVIEW ONLY 1V = 10 H C-11THIS IS NOT A FULL SWPPP. OWNER OR CONTRACTOR IS RESPONSIBLE FOR A COMPLETE SWPPP NOTE: 1.AFTER ASPHALT PAVING HAS TAKEN PLACE STORM WATER DEVELOPED WILL BE DIRECTED TO RETENTION BASINS AND PIPING PER THE APPROVED SITE PLAN AND PERCOLATE IN DESIGNATED AREAS 2.INLET PROTECTION TO BE PLACED ON ALL STORM DRAIN INLETS AFTER INSTALLATION THROUGH THE DURATION OF THE PROJECT. CONTRACTOR RESPONSIBLE TO REMOVE AFTER CITY ACCEPTANCE. STABILIZE CONSTRUCTION ENTRANCE/EXIST NOTES: TRENCH SHALL BE A MINIMUM OF 4" WIDE AND 6" DEEP TO BURY AND ANCHOR THE GEOTEXTILE FABRIC. FOLD MATERIAL TO FIT TRENCH & BACKFILL & COMPACT TRENCH WITH EXCAVATED SOIL. WOOD POSTS SHALL BE A MINIMUM SIZE OF 1 1/8" X 1 1/8" OAK OR HICKORY. 100' M I N I M U M E X C E P T 5 0 ' M I N I M U M F O R PROJE C T S I T E S O F L E S S T H A N 1 A C R E PROPOSED SIDEWALK 3"-4" TOP DRESSING OF 2" STONE 6"-8" COMPACTED. FRACTURED STONE. 3' MAX. 2-3 4" BOLTS COMPACTED BACK FILL AROUND POST NOTES: 1. MAILBOX SHALL CONTAIN AT ALL TIMES: A) CITY APPROVED CONSTRUCTION PLANS B) DEQ APPROVED CONSTRUCTION PLANS C) ANY SITE INSPECTON FORMS 2. MAILBOX SHALL BE LOCKED AT ALL TIMES PRESSURE TREATED 2 x 6 4 x 4 POST 4 x 4 POST POST "NPDES" PERMIT 1112" 1312" 2312" 4' 24" MIN. 4' 24" MIN. 12" MIN. 12" 6" EROSION EEL EROSION EEL EROSION EEL SILT FENCE TRUCK WASHOUT MAIL BOX STABILIZED CONSTRUCTION ENTRANCE CURB CUT TO BE INSTALLED FOR NEW SITE ENTRANCE CURB CUT TO BE INSTALLED FOR NEW SITE ENTRANCE TOTAL 9"-12" OF COMPACTED STONE SANDBAG SHALL BE INSTALLED IN FLOW LINE DOWNSTREAM OF CONSTRUCTION ENTRANCE WOOD POSTS 4'-0" MIN. LENGTH 2'-0" MIN. DEPTH IN GROUND GEOTEXTILE FABRIC ONLY BACKFILL AND COMPACT TRENCH WITH EXCAVATED SOIL. ATTACH THE FABRIC TO THE POSTS WITH WIRE STAPLES OR WOODEN LATH AND NAILS. NOT TO SCALE FLOW DIRE C T I O N SEE BALLAST DETAIL NOT TO SCALE BALLAST DETAIL NOT TO SCALE SLOPE ENTRANCE TO WASHOUT AREA FOR CONTAINMENT PURPOSES WASHOUT AREA MUST BE ENCLOSED W/ SILT FENCE PROVIDE BERM AROUND WASHOUT AREA EXCAVATE BOTTOM 1' TO PROVIDE LOWERED BOWL-LIKE AREA WASHOUT TO BE LINED WITH CLEAN ROCK OR RIP-RAP TO ACT AS FILTER AND EROSION CONTROL NOT TO SCALE CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BWBTT SHEET NAME: PROJECT: LOCATION: 22-063 DATE: October 11, 2023 DATEREVISIONS BEST MANAGEMENT DETAILS REXBURG GOOD 2 GO REXBURG, ID C-12 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:24'' X 36'' VERTICAL EXAGGERATION: PROJECT CONTACT: TJ TOGIAI & BARRY BAME CONNECT ENGINEERING 208-881-0081 PRELIMINARY FOR REVIEW ONLY 1V = 10 H C-12THIS IS NOT A FULL SWPPP. OWNER OR CONTRACTOR IS RESPONSIBLE FOR A COMPLETE SWPPP ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S1.0 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 GENERAL STRUCTURAL NOTES PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION PROJECT MANAGER:CAD OPERATOR:JOB NO.: fax : 208.227.8405 1020 E. Lincoln Road Idaho Falls , ID 83401 Structural Engineering phone : 208.227.8404 23-301 CJB CJB ID DA T E DE S C R I P T I O N STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S1.0 CIVIL 30 5 1st ST R E E T , ID A H O FA L L S ,ID 83 4 0 1 PH : 20 8 .75 7 .57 0 0 22007 GO O D 2 GO 10 4 - RE X B U R G ID TB D RE X B U R G , ID 83 4 4 0 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS , ID 83401 PHONE: (208) 227-8404 8/14 /20 2 3 MUSGROVE ENGINEERING, P .A. 645 W. 25TH ST. IDAHO FALLS , ID 83402 PHONE: (208) 523-2862 TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 2 3 RE S I N AR C H I T E C T U R E , LL C . TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 2 3 RE S I N AR C H I T E C T U R E , LL C . MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS , ID 83401 PHONE: (208) 681-8590 GENERAL STRUCTURAL NOTES PR E L I M I N A R Y FO R RE V I E W NO T FO R CO N S T R U C T I O N GENERAL STRUCTURAL NOTES (APPLY UNLESS NOTED OTHERWISE ON PLANS /DETAILS ) GENERAL REQUIREMENTS : 1.THE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN DESIGNED PRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND LOSS OF LIFE, NOT TO LIMIT DAMAGE OR MAINTAIN FUNCTION (IBC SECTION 101.3). 2.THESE DRAWINGS, AND THEIR ASSOCIATED STRUCTURAL CALCULATIONS, HAVE BEEN PERFORMED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE STRUCTURAL ENGINEER'S IN THIS OR SIMILAR LOCALITIES. THEY NECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKMEN WHO HAVE A WORKING KNOWLEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMING REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR FRAMING ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, IT IS UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. 3.THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT AS STATED HEREIN IS NOT EXCEEDED . OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS USED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES, AND SHALL COORDINATE ALL DETAILS. 4.WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. TYPICAL DETAILS AND NOTES ARE NOT NECESSARILY INDICATED ON THE PLANS, BUT SHALL APPLY NONE-THE-LESS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLY ONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITY. 5.ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL , MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION . RESOLVE ANY DISCREPANCY WITH THE ARCHITECT AND STRUCTURAL ENGINEER. 6.ANY INSPECTIONS, SPECIAL (IBC CHAPTER 17) OR OTHERWISE THAT ARE REQUIRED BY THE BUILDING CODES, LOCAL BUILDING DEPARTMENTS, OR BY THESE PLANS SHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDING DEPARTMENT, SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR. 7.SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS IN ADDITION TO ITEMS REQUIRED BY ARCHITECTURAL SPECIFICATIONS, THE CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN ACCORDANCE WITH CONTRACT DRAWINGS SHALL BE FLAGGED UPON HIS REVIEW. VERIFY ALL DIMENSIONS WITH ARCHITECT. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM ORIGINAL CONTRACT DRAWINGS SHALL BE CLOUDED. ANY OF THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE CONSIDERED APPROVED AFTER THE STRUCTURAL ENGINEER'S REVIEW, UNLESS NOTED ACCORDINGLY. ANY ENGINEERING PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A STRUCTURAL ENGINEER REGISTERED IN THE APPROPRIATE STATE. THE SHOP DRAWINGS DO NOT REPLACE THE ORIGINAL CONTRACT DRAWINGS. ITEMS OMITTED OR SHOWN INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER ARE NOT TO BE CONSIDERED CHANGES TO ORIGINAL DRAWINGS. THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY THE OTHERS RESTS WITH THE DESIGNING OR SUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR. ALLOW (5) WORKING DAYS FOR THE STRUCTURAL ENGINEER'S REVIEW. ONE COPY OF EACH SUBMITTAL WILL BE RETAINED FOR THE STRUCTURAL ENGINEER'S RECORDS. BASIS FOR DESIGN: 1.BUILDING CODE: 2018 EDITION OF THE IBC WITH CITY/COUNTY AMENDMENTS. RISK CATEGORY = II 4. SEISMIC DESIGN PARAMETERS: ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PROCEDURE IMPORTANCE FACTOR Ie = 1.00 SITE CLASS D SEISMIC DESIGN CATEGORY D MAPPED SPECTRAL RESPONSE ACCELERATIONS S1 = 0.160, SS = 0.485 DESIGN SPECTRAL RESPONSE ACCELERATIONS SD1 = 0.231, SDS = 0.457 PERCENT SNOW INCLUDED WITH SEISMIC LOADS 20 VERTICAL SHEAR TRANSFER ELEMENTS: PLYWOOD SHEARWALL(S)R = 6.5, CS = 0.070 5. WIND DESIGN PARAMETERS (STRENGTH): ULTIMATE WIND SPEED 115 MPH (3 SECOND GUST) WIND EXPOSURE C IMPORTANCE FACTOR Iw = 1.00 INTERNAL PRESSURE COEFFICIENT -0.18 COMPONENT AND CLADDING PRESSURE 23.6 PSF NET UPLIFT ON ROOF 6.4 PSF 2. VERTICAL LOADS: LOCATION LIVE / SNOW LOAD DEAD LOAD ROOF GROUND = 50 PSF ROOF = 35 PSF 20 PSF 3. DEFLECTION LIMITS: ELEMENTS LIVE LOAD TOTAL LOAD ROOF TRUSSES/JOISTS L/360 L/240 BEAMS L/360 L/240 FOUNDATION NOTES : 1.IN LIEU OF A GEOTECHNICAL REPORT: THE FOUNDATION HAS BEEN DESIGNED ACCORDING TO THE RECOMMENDATIONS OF CHAPTER 18 OF THE IBC. 2.THE SOIL DESIGN VALUES LISTED BELOW HAVE BEEN APPROVED BY THE CITY/COUNTY BUILDING DEPARTMENT, CONTINGENT THAT THE SOIL ON THE SITE PREDOMINATELY CONSISTS OF SAND AND/OR GRAVEL. SPECIFIC SOIL CLASSIFICATIONS SHOULD BE ONE OF THE FOLLOWING: SANDY GRAVEL OR GRAVEL(GW OR GP), SAND(SW AND SP), SILTY SAND (SM), CLAYEY SAND(SC), SILTY GRAVEL(GM), OR CLAYEY GRAVEL(GC). THESE SOIL CLASSIFICATIONS CAN BE FOUND IN TABLE 1806.2 OF CHAPTER 18 OF THE IBC. VERIFICATION OF SOIL CLASSIFICATION IS THE RESPONSIBILITY OF THE CONTRACTOR. 3.A ONE-THIRD INCREASE IN BEARING PRESSURES IS ALLOWED WITH SEISMIC OR WIND LOAD COMBINATIONS. LATERAL BEARING AND LATERAL SLIDING RESISTANCE MAY BE COMBINED . 4.ALL FOUNDATIONS SHALL BEAR ON COMPACTED ENGINEERED FILL OR COMPETENT NATIVE SOIL SUBBASE COMPACTED TO 95% DRY DENSITY (STANDARD PROCTOR). GRADE IS DEFINED AS LOWEST ADJACENT GRADE WITHIN 5 FEET OF THE BUILDING FOR PERIMETER FOOTINGS. WHERE EXTERIOR PAVING OR CONCRETE IS DIRECTLY ADJACENT TO BUILDING, GRADE IS DEFINED AS TOP OF EXTERIOR PAVING AT LEAST 5 FEET FROM BUILDING. CONCRETE FOOTING EXCAVATIONS SHALL BE CLEAN AND FREE OF LOOSE DEBRIS OR UN-COMPACTED MATERIAL AT TIME OF CONCRETE PLACEMENT. 5.CONCRETE SLABS ON GRADE SHALL BE SUPPORTED ON A 4 INCH (MIN) LAYER OF FREE-DRAINING GRANULAR MAT (DRAINAGE FILL COURSE). THE MAT SHOULD CONSIST OF A WELL GRADED SAND AND GRAVEL MIXTURE WITH MAXIMUM 3/4-INCH CRUSHED AGGREGATE. THE GRANULAR MAT SHOULD BE COMPACTED TO NO LESS THAN 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. 6.BACKFILL AGAINST RESTRAINED WALLS SHALL NOT BE PLACED UNTIL AFTER THE WALLS ARE SUPPORTED BY THE COMPLETION OF INTERIOR FLOOR SYSTEMS AND CONCRETE OR GROUT STRENGTH HAS REACHED THE 28 DAY STRENGTH LISTED BELOW. THE SOIL DESIGN VALUES FOR THE FOUNDATION ARE: ALLOWABLE BEARING PRESSURE 1500 PSF ALLOWABLE LATERAL BEARING PRESSURE 150 PSF/FT ALLOWABLE LATERAL SLIDING COEFFICIENT 0.25 LATERAL BACKFILL PRESSURE (UNRESTRAINED)30 PSF/FT LATERAL BACKFILL PRESSURE (RESTRAINED)50 PSF/FT FOUNDATION BEARING DEPTH 30" BELOW FINISHED GRADE CONCRETE: 2.ALL NORMAL WEIGHT CONCRETE SHALL BE REGULAR WEIGHT OF 150 POUNDS PER CUBIC FOOT USING HARD-ROCK AGGREGATES. AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. 3.LAP SPLICES FOR BEAMS AND FLOOR SLABS SLABS SHALL BE ACCORDING TO CHAPTER 12 OF ACI 318 OR LAP SCHEDULE ON THESE DRAWINGS. STAGGER SPLICES A MINIMUM OF ONE LAP LENGTH. NO TACK WELDING OF REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH THE STRUCTURAL ENGINEER. LATEST ACI CODE AND DETAILING MANUAL APPLY. PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT ALL CORNERS AND INTERSECTIONS PER TYPICAL DETAILS. VERTICAL WALL BARS SHALL BE SPLICED AT OR NEAR FLOOR LINES. 4.ALL DIMENSIONS SHOWING THE LOCATION OF REINFORCING STEEL NOT NOTED AS "CLEAR" OR "CLR" ARE TO CENTER OF STEEL. MINIMUM COVER FOR NON-PRESTRESSED CONCRETE REINFORCING SHALL BE AS FOLLOWS: 5.MAXIMUM SLUMP FOR ALL CONCRETE SHALL BE 6". PORTLAND CEMENT SHALL CONFORM TO ASTM C150. TYPE V CEMENT SHALL BE USED FOR CONCRETE IN CONTACT WITH ALKALINE SOIL, AND TYPE II ELSEWHERE. 6.NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCHING AND CONCRETE PLACEMENT UNLESS APPROVED BY THE TESTING AGENCY. 7.CONCRETE PLACEMENT AND QUALITY SHALL BE PER RECOMMENDATIONS IN ACI 614, ACI 301 AND ACI 318. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLY AROUND AND UNDER FLOOR DUCTS, ETC. CAST CLOSURE POUR, WHERE SHOWN ON PLANS AROUND COLUMNS AFTER COLUMN DEAD LOAD IS APPLIED. REMOVE ALL DEBRIS FROM FORMS BEFORE PLACING CONCRETE. ALL ITEMS TO BE CAST IN CONCRETE SUCH AS REINFORCING, DOWELS, BOLTS, ANCHORS, PIPES, SLEEVES, ETC., SHALL BE SECURELY POSITIONED IN THE FORMS BEFORE PLACING THE CONCRETE. 8.ALL CONCRETE SLABS ON GRADE SHALL BE DIVIDED INTO AREAS BY CONTROL JOINTS (KEYED OR SAW CUT) SUCH THAT ONE SLAB AREA DOES NOT EXCEED A MAXIMUM LENGTH OF 24 TIMES THE SLAB THICKNESS IN BOTH DIRECTIONS (EXAMPLE: 4" SLAB = 8'-0" LENGTH). SQUARE LAYOUTS ARE PREFERRED, BUT THE SLAB GEOMETRY MAY DICTATE OTHERWISE . THE RATIO OF THE LONG TO SHORT DISTANCE SHALL NOT EXCEED 1.3. IT IS RECOMMENDED THAT SAW CUTS BE MADE WITHIN 16 HOURS OF CONCRETE BATCHING. KEYED CONTROL JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING POURING, ALL OTHER JOINTS MAY BE SAW CUT. 9.HORIZONTAL PIPES AND ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE AND SLABS ON GRADE EXCEPT WHERE SPECIFICALLY APPROVED OR NOTED BY THE STRUCTURAL ENGINEER. PIPES AND CONDUITS SHALL NOT IMPAIR THE STRENGTH OF THE WORK. 10.FLY ASH MAY BE USED ONLY IF PERMITTED BY ARCHITECTURAL SPECIFICATIONS AND SHALL BE LIMITED TO 18 PERCENT OF CEMENTITIOUS MATERIALS AND SHALL HAVE A REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. NO FLY ASH ADDITIVES SHALL BE USED IN FLATWORK OR ARCHITECTURALLY EXPOSED CONCRETE. 11.COLD/HOT WEATHER CONCRETE CONSTRUCTION: PROTECT CONCRETE FROM DAMAGE OR REDUCED STRENGTH IN COMPLIANCE WITH ACI 305 AND 306. 12.CONCRETE MIXES SHALL BE DESIGNED BY A CERTIFIED LABORATORY AND APPROVED BY THE STRUCTURAL ENGINEER. 13.LIMIT ALKALI-SILICA REACTION (ASR) TO 0.1% EXPANSION AT 28 DAYS IN CONCRETE MIX AT ALL EXTERIOR CONCRETE AND INTERIOR CONCRETE EXPOSED TO MOISTURE. LOCATION :MINIMUM COVER TOLERANCE CAST AGAINST EARTH (FOOTINGS)3"± 3/8" SLABS ON GRADE 11/2"± 1/4" EXPOSED TO EARTH OR WEATHER - #5 AND SMALLER 11/2"± 3/8" EXPOSED TO EARTH OR WEATHER - #6 AND LARGER 2"± 3/8" NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND ROOF SLAB 1"1/8" STRUCTURAL SLABS AND WALLS 3/4"1/8" BEAMS AND COLUMNS (PRIMARY) REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 11/2"3/8" 1. MINIMUM 28 DAY CONCRETE STRENGTH SHALL BE AS FOLLOWS: USE:CONCRETE STRENGTH: MAX W/C RATIO AIR ENTRAINMENT FOOTINGS 3500 PSI 0.50 5.5% ± 1% FOUNDATION WALLS 4500 PSI 0.45 5.5% ± 1% INTERIOR CONCRETE SLABS ON GRADE 3500 PSI 0.45 N/A BEAMS, COLUMNS, ELEVATED SLABS , WALLS 4500 PSI 0.45 5.5% ± 1% REINFORCING STEEL : 1.ASTM A615 GRADE 60 (FY = 60 KSI) DEFORMED BARS FOR ALL BARS #4 AND LARGER. ASTM A615 GRADE 40 (FY = 40 KSI) DEFORMED BARS FOR ALL BARS #3 AND SMALLER. GRADE 60 DEFORMED BARS SHALL BE USED FOR CONCRETE WALLS, BEAMS, ELEVATED SLABS AND COLUMN REINFORCING . 2.WELDING OF REINFORCING BARS SHALL BE MADE ONLY TO ASTM A706 GRADE 60 BARS AND ONLY USING E90 SERIES RODS. WELDING OF REINFORCING BARS SHALL BE MADE ONLY AT LOCATIONS SHOWN ON PLANS OR DETAILS. 3.REINFORCING BAR SPACING GIVEN ARE MAXIMUM ON CENTERS. ALL BARS PER CRSI SPECIFICATIONS AND HANDBOOK. DOWEL ALL VERTICAL REINFORCING TO FOUNDATION. SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE. WOOD: 1.GENERAL: DO NOT NOTCH OR DRILL JOISTS, BEAMS, OR LOAD BEARING STUDS WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE ARCHITECT. DOUBLE UP JOISTS AND BLOCKING UNDER PARTITIONS. PROVIDE 2" (NOMINAL) SOLID BLOCKING AT SUPPORTS OF ALL JOISTS. UNLESS NOTED OTHERWISE ON PLANS/DETAILS PROVIDE 2x SOLID BLOCKING AT MID-HEIGHT OF BEARING STUD WALLS. ALL NAILING NOT NOTED SHALL BE ACCORDING TO IBC TABLE 2304.10.1. JOIST HANGERS AND OTHER MISC. FRAMING ANCHORS SHALL BE SIMPSON STRONG-TIE COMPANY, INC. OR OTHER MANUFACTURER WITH CURRENT ICC-ES APPROVAL. 2.SAWN LUMBER: FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) OR THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB). ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY. SAWN LUMBER SHALL HAVE THE FOLLOWING MINIMUM GRADE UNLESS NOTED OTHERWISE IN SCHEDULES: USE:MATERIAL : 2x4 STUDS DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.) 2x6 STUDS DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.) JOISTS, TOP PLATES AND ALL OTHER SAWN LUMBER DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.) BEAMS AND POSTS DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.) LOCATION :NOMINAL THICKNESS : SPAN INDEX RATING : EDGE ATTACHMENT : FIELD ATTACHMENT : WALL 7/16" OR 1/2"24/16 8d AT 6" O.C.8d AT 12" O.C. ROOF 7/16" OR 1/2"24/16 8d AT 6" O.C.8d AT 12" O.C. ROOF 15/32" OR 1/2"32/16 8d AT 6" O.C.8d AT 12" O.C. ROOF 19/32" OR 5/8"40/20 10d AT 6" O.C.10d AT 12" O.C. ROOF 23/32" OR 3/4"48/24 10d AT 6" O.C.10d AT 12" O.C. ROOF 7/8"60/32 10d AT 6" O.C.10d AT 12" O.C. FLOOR 3/4" T&G 48/24 10d AT 6" O.C. OR #8 SCREWS AT 6" O.C. 10d AT 6" O.C. OR #8 SCREWS AT 12" O.C. FLOOR 7/8" T&G 60/32 10d AT 6" O.C. OR #8 SCREWS AT 6" O.C. 10d AT 6" O.C. OR #8 SCREWS AT 12" O.C. FLOOR 11/8" T&G 60/48 10d AT 6" O.C. OR #8 SCREWS AT 6" O.C. 10d AT 6" O.C. OR #8 SCREWS AT 12" O.C. 3.PLYWOOD: ALL PLYWOOD SHALL BE C-D OR C-C SHEATHING CONFORMING TO STANDARD PS 1-95. LAY UP PLYWOOD WITH FACE GRAIN IN PERPENDICULAR TO SUPPORTS (ON ROOFS WHERE PLYWOOD IS LAID UP WITH FACE GRAIN PARALLEL TO SUPPORTS, USE A MINIMUM OF 5-PLY PLYWOOD , STAGGER JOINTS). ALL NAILING, COMMON NAILS. BLOCKING AT PANEL EDGES WHERE INDICATED ON PLANS. ALL PLYWOOD SHALL BE OF THE FOLLOWING NOMINAL THICKNESS, SPAN/INDEX RATING AND SHALL BE NAILED AS FOLLOWS UNLESS NOTED OTHERWISE ON THE PLANS: BRICK VENEER ANCHORAGE : BRICK VENEER ANCHOR CLIPS, ANCHORS, AND ATTACHEMENTS SHALL BE HOT-DIPPED GALVANIZED AND EITHER OF THE FOLLOWING FROM HOHMANN & BARNARD, INC. OR APPROVED EQUAL: 1.DW-10HS W/ S.I.S. (SEISMICLIP INTERLOCKING SYSTEM) SEISMIC VENEER ANCHORS 2.345-BT W/ S.I.S. (SEISMICLIP INTERLOCKING SYSTEM) SEISMIC VENEER ANCHORS INSTALLATION: 3.CLIPS SHALL BE ATTACHED AT 24" O.C. HORIZONTAL AND 16" O.C. VERTICAL (MAX) USING #10 HOT-DIPPED GALVANIZED SCREWS. 4.WHERE WOOD BACKUP IS USED, PROVIDE SHEATHING AND WATERPROOFING AS REQUIRED. 5.PROVIDE CONTINUOUS HOT-DIPPED GALVANIZED WIRE (9-GAUGE OR 3/16"Ø) ATTACHED TO EACH CLIP. SHEET INDEX SHEET DESCRIPTION DETAILS S1.0 GENERAL STRUCTURAL NOTES --- S1.1 GENERAL STRUCTURAL NOTES --- S1.2 TYPICAL DETAILS T-SERIES S1.3 TYPICAL DETAILS T-SERIES S1.4 TYPICAL DETAILS T-SERIES S2.0 FOUNDATION PLAN --- S2.1 CONTROL JOINT PLAN --- S2.2 ROOF FRAMING PLAN --- S3.0 FOUNDATION DETAILS 100 - SERIES S4.0 FLOOR FRAMING DETAILS 200 - SERIES S4.1 FLOOR FRAMING DETAILS 200 - SERIES S4.2 FLOOR FRAMING DETAILS 200 - SERIES SCREWS AT FLOOR SHEATHING SHALL BE #8 SCREWS AND SHALL PENETRATE AT LEAST 11/2" INTO THE SUPPORTING MEMBER. ALL FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING MEMBERS WITH AN APA AFG-01 QUALIFIED GLUE. PLYWOOD ALTERNATE: AMERICAN PLYWOOD ASSOCIATION PERFORMANCE RATED SHEATHING MAY BE USED AS AN ALTERNATE TO PLYWOOD WITH PRIOR APPROVAL OF OWNER, ARCHITECT AND ROOFER. IT MAY NOT BE USED ON ROOFS WHERE BUILT-UP ROOF SYSTEM IS TO BE GUARANTEED BY ROOFER. RATED SHEATHING SHALL COMPLY WITH CURRENT ICC-ES REPORTS AND SHALL HAVE A SPAN RATING EQUIVALENT TO OR BETTER THAN THE PLYWOOD IT REPLACES. ATTACHMENT AND THICKNESS (WITHIN 1/32") SHALL BE THE SAME AS THE PLYWOOD IT REPLACES. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 4.NOMINAL 2x AND 3x DECKING. TONGUE AND GROOVE TYPE. MINIMUM Fb = 1,600 PSI, MINIMUM E = 1,300,000 PSI. INSTALL WITH TONGUES UP SLOPE ON PITCHED ROOFS, AND OUTWARD IN THE DIRECTION OF LAYING ON FLAT ROOFS. NAIL EACH PLANK WITH 16d TOENAIL (THRU THE TONGUE) AND 16d FACE NAIL AT EACH SUPPORT . DECK SHALL BE INSTALLED AS SIMPLE SPAN WITH ALL PLANKS BEARING ON TWO SUPPORTS. FOR REFERENCE AND/OR ADDITIONAL INFORMATION SEE AITC 117-2010. 5.GLUED-LAMINATED BEAMS (GLB): GLUED-LAMINATED BEAMS SHALL BE DOUGLAS FIR COMBINATION AT 24F-V4 AT SIMPLE SPAN BEAMS AND 24F-V8 AT MULTI -SPAN AND CANTILEVERED BEAMS WITH THE FOLLOWING MINIMUM PROPERTIES: FB = 2,400 PSI, FV = 190 PSI, FC (PERPENDICULAR) = 650 PSI, E =1,800 KSI. ALL BEAMS SHALL BE FABRICATED USING WATERPROOF GLUE. FABRICATION AND HANDLING PER LATEST AITC AND WCLA STANDARDS. BEAMS TO BEAR GRADE STAMP AND AITC STAMP AND CERTIFICATE. CAMBER AS SHOWN ON DRAWINGS. STANDARD CAMBER IS BASED ON A RADIUS OF CURVATURE OF 2000 FEET. 6.GLUED-LAMINATED COLUMNS: GLUED-LAMINATED COLUMNS SHALL BE DOUGLAS FIR COMBINATION 3 WITH THE FOLLOWING MINIMUM PROPERTIES: FBY = 2,100 PSI, FBX = 2000 PSI, FVY = 230 PSI, FVX = 265 PSI, FC (PERPENDICULAR) = 650 PSI, E =1,900 KSI. ALL COLUMNS SHALL BE FABRICATED USING WATERPROOF GLUE. FABRICATION AND HANDLING PER LATEST AITC AND WCLA STANDARDS. COLUMNS TO BEAR GRADE STAMP AND AITC STAMP AND CERTIFICATE. 7.LAMINATED VENEER LUMBER (LVL): DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR LVLs SHALL BE: FB = 2,600 PSI, FV = 285 PSI, E = 2,000 KSI. 8.PARALLEL STRAND LUMBER (PSL): DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR PSLs SHALL BE: FB = 2,900 PSI, FV = 290 PSI, E = 2,000 KSI. 9.LAMINATED STRAND LUMBER (LSL): DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR LSLs SHALL BE: FB = 2,325 PSI, FV = 310 PSI, E = 1,550 KSI. 10.SILL PLATES RESTING ON CONCRETE OR MASONRY SHALL BE OF TREATED FIR. SHEAR WALLS AND EXTERIOR WALL SILLS AT CONCRETE SLAB SHALL HAVE A MINIMUM OF (2) ANCHOR BOLTS PER PIECE. PROVIDE ANCHOR BOLT AT 9" MAXIMUM, 4" MINIMUM FROM THE END OF EACH PIECE AT SPLICE OR END OF WALL. MAXIMUM ANCHOR BOLT SPACING SHALL BE 72" ON CENTER UNLESS NOTED OTHERWISE ON PLANS OR DETAILS. ALL ANCHOR BOLTS (OTHER THAN BOLTS FOR HOLDOWNS) SHALL EMBED 7" INTO CONCRETE. ANCHOR BOLTS FOR HOLDOWNS SHALL NOT BE CONSIDERED AS PART OF REQUIRED ANCHOR BOLTS ON SHEAR WALLS. ALL EXTERIOR WALLS SHALL BE SECURED WITH MINIMUM ANCHOR BOLTS. INTERIOR WALLS MAY BE SECURED TO CONCRETE WITH EITHER ANCHOR BOLTS OR POWER DRIVEN SHOT PINS UNLESS NOTED OTHERWISE ON PLANS. 11.BOLTING: ALL BOLTS IN WOOD CONNECTIONS SHALL CONFORM TO ASTM A307. BOLTS SHALL BE INSTALLED IN HOLES BORED WITH A BIT 1/16" LARGER THAN THE Ø (DIAMETER) OF THE BOLT. BOLTS AND NUTS SEATING ON WOOD SHALL HAVE CUT STEEL WASHERS UNDER HEADS AND NUTS. NICK THREADS TO PREVENT LOOSENING. ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S1.1 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 GENERAL STRUCTURAL NOTES PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION PROJECT MANAGER:CAD OPERATOR:JOB NO.: fax : 208.227.8405 1020 E. Lincoln Road Idaho Falls , ID 83401 Structural Engineering phone : 208.227.8404 23-301 CJB CJB ID DA T E DE S C R I P T I O N STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S1.1 CIVIL 30 5 1st ST R E E T , ID A H O FA L L S ,ID 83 4 0 1 PH : 20 8 .75 7 .57 0 0 22007 GO O D 2 GO 10 4 - RE X B U R G ID TB D RE X B U R G , ID 83 4 4 0 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS , ID 83401 PHONE: (208) 227-8404 8/14 /20 2 3 MUSGROVE ENGINEERING, P .A. 645 W. 25TH ST. IDAHO FALLS , ID 83402 PHONE: (208) 523-2862 TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 2 3 RE S I N AR C H I T E C T U R E , LL C . TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 2 3 RE S I N AR C H I T E C T U R E , LL C . MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS , ID 83401 PHONE: (208) 681-8590 GENERAL STRUCTURAL NOTES PR E L I M I N A R Y FO R RE V I E W NO T FO R CO N S T R U C T I O N DEFERRED SUBMITTAL ITEMS : PREFABRICATED WOOD ROOF TRUSSES GENERAL STRUCTURAL NOTES -CONTINUED - (APPLY UNLESS NOTED OTHERWISE ON PLANS /DETAILS ) CAST IN PLACE CENTERLINE CENTERLINE OF BEAM CENTERLINE OF COLUMN CENTERLINE OF WALL CLEAR CONCRETE CONCRETE CONTROL JOINT CONCRETE SAWCUT JOINT CONCRETE MASONRY UNIT CONNECTION CONTINUOUS DEAD LOAD DOWN DRAWING(S) EQUAL EQUIPMENT EXPANSION JOINT EACH WAY FINISHED FLOOR FACE OF STEEL FACE OF WALL GAUGE GALVANIZED GENERAL STRUCTURAL NOTES CENTERLINE OF FOOTING FACE OF MEMBER EXPANSION BOLT EDGE OF SLAB DIAMETER GALV GSN DN. DWG(S) EQ EQUIP EXP. JT (E.J.) E.W. F.F. F.O.S. F.O.W. GA F.O.M. EXP. BOLT E.O.S. Ø OR DIA. C.I.P. C L C.L.B. C.L.C. C.L.W. CLR CONC C.C.J. C.S.J. C.M.U. CONN. CONT D L C.L.F. W/WITH W/O WITHOUT T.O.P. U.N.O. W.W.F. TYP VERT T.O.S. T.O.W. T.O.D. T.O.F. T.O.L. T.O.M. STD T.O.B. T L SLH SLV SIM SQ PSF PSI REINF PREFAB OPP P.C. PLF N.T.S. O.C. O.F.W. TOP OF FOOTING UNLESS NOTED OTHERWISE WELDED WIRE FABRIC TOP OF MASONRY TOP OF PLATE TOP OF STEEL TOP OF WALL TYPICAL VERTICAL STANDARD TOP OF BEAM TOP OF DECK TOP OF LEDGER TOTAL LOAD OUTSIDE FACE OF WALL PRECAST CONCRETE POUNDS PER LINEAR FOOT POUNDS PER SQUARE INCH SHORT LEG VERTICAL SHORT LEG HORIZONTAL REINFORCING SIMILAR SQUARE NOT TO SCALE ON CENTER OPPOSITE PREFABRICATED AGGREGATE BASE COURSE AIR CONDITIONER ABOVE FINISHED FLOOR ALTERNATE ANCHOR BOLT AT (MEASUREMENT) BEAM BOTTOM OF BEAM BOTTOM OF DECK BEARING BELOW FINISHED FLOOR BOTTOM OF FOOTING A.B.C. A/C A.F.F. ALT A.B. @ BM B.O.B. B.O.D. BRG B.F.F B.O.F. ABBREVIATIONS LBS (#) MFR('S) M.C.J. MECH N/A LLV LLH HORIZ K(KIP) L L LONG LEG VERTICAL MANUFACTURER('S) MASONRY CONTROL JOINT NOT APPLICABLE LONG LEG HORIZONTAL POUNDS MECHANICAL HORIZONTAL 1000 POUNDS LIVE LOAD EXISTING(E) MIN MINIMUM MAX MAXIMUM POUNDS PER SQUARE FOOT GLUED-LAMINATED BEAMGLB PFT PREFAB FLOOR TRUSSES PRT PREFAB ROOF TRUSSES I.F.W.INSIDE FACE OF WALL PT PRESSURE TREATED CONCRETE COLUMNC.C. RME ROOF MOUNTED EQUIPMENT SPECIAL INSPECTION ITEMS: 1.THE OWNER OR THE OWNER'S AUTHORIZED AGENT, OTHER THAN THE CONTRACTOR, SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PROVIDE SPECIAL INSPECTIONS AND TESTS DURING CONSTRUCTION ON THE TYPES OF WORK SPECIFIED PER IBC SECTION 1705 AND IDENTIFY THE APPROVED AGENCIES TO THE BUILDING OFFICIAL. SPECIAL INSPECTIONS ARE REQUIRED AS FOLLOWS:ANCHORAGE TO CONCRETE: ADHESIVE ANCHORS: HILTI HIT-HY 200 PER ICC ESR-3187 HILTI HIT-RE 500 V3 PER ICC ESR-3814 SIMPSON AT-XP PER IAPMO ER-263 SIMPSON SET-XP PER ICC ESR-2508 MECHANICAL ANCHORS: HILTI KWIK HUS PER ICC ESR-3027 HILTI KWIK BOLT-TZ EXPANSION ANCHORS PER ICC ESR-1917 SIMPSON TITEN HD PER ICC ESR-2713 SIMPSON STRONG BOLT-2 PER ICC ESR-3037 2.SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE. CONTRACTOR SHALL PROVIDE CALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIED PRODUCT. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC ESR OR IAPMO ER SHOWING COMPLIANCE WITH THE RELEVANT BUILDING CODE FOR SEISMIC USES, LOAD RESISTANCE, INSTALLATION CATEGORY, AND AVAILABILITY OF COMPREHENSIVE INSTALLATION INSTRUCTIONS. ADHESIVE ANCHOR EVALUATION WILL ALSO CONSIDER CREEP, IN-SERVICE TEMPERATURE AND INSTALLATION TEMPERATURE. 3.INSTALL THE ANCHORS PER THE MANUFACTURER INSTRUCTIONS , AS INCLUDED IN THE ANCHOR PACKAGING. 4.THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER'S REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. THE STRUCTURAL ENGINEER OF RECORD MUST RECEIVE DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRIOR TO THE COMMENCEMENT OF INSTALLING ANCHORS. 5.ANCHOR CAPACITY IS DEPENDANT UPON SPACING BETWEEN ADJACENT ANCHORS AND PROXIMITY OF ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS IN ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS. POST-INSTALLED ANCHORS : 1.EXCEPT WHERE INDICATED ON THE DRAWINGS, POST-INSTALLED ANCHORS SHALL CONSIST OF THE FOLLOWING ANCHOR TYPES. ALL ANCHORS ARE TO BE INSTALLED PER THE MANUFACTURERS RECOMMENDATIONS. SOILS (IBC TABLE 1705.6) (W/O GEOTECH REPORT) VERIFICATION AND INSPECTION CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION 1. VERIFY THAT THE IN-PLACE DRY DENSITY OF THE COMPACTED FILL IS NOT LESS THAN 90 PERCENT OF THE MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED IN ACCORDANCE WITH ASTM D 1557. -X 2. VERIFY THAT THE COMPACTED FILL ALLOWABLE BEARING PRESSURE IS NOT LESS THAN 1500 PSF.-X WOOD CONT...: 12.PREFABRICATED WOOD TRUSSES : PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS. WHERE UNINHABITABLE ATTIC SPACE CAN BE USED FOR STORAGE, A 20 PSF LIVE LOAD ON THE BOTTOM CHORD SHALL BE INCLUDED IN THE ANALYSIS. BRIDGING SIZE AND SPACING BY TRUSS MANUFACTURER UNLESS NOTED OTHERWISE. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS WITH DESIGN CALCULATIONS SEALED BY A REGISTERED ENGINEER FOR REVIEW PRIOR TO MANUFACTURE FOR BOTH ROOF AND FLOOR TRUSSES WHEN USED. SHOP DRAWINGS SHALL SHOW ANY SPECIAL DETAILS REQUIRED AT BEARING POINTS. ALL CONNECTORS SHALL HAVE CURRENT ICC-ES APPROVAL. ADDITIONAL TRUSSES SHALL BE SUPPLIED AS REQUIRED TO SUPPORT MECHANICAL EQUIPMENT. PER IBC SECTION 2303.4 AND TPI-1: EACH TRUSS SHALL BE LEGIBLY BRANDED, MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS, THE DESIGN LOADS, AND THE TRUSS SPACING - WITHIN TWO FEET OF THE CENTER OF THE SPAN ON THE FACE OF THE BOTTOM CHORD. PREFABRICATED WOOD/STEEL WEB JOIST/PURLINS (TJI/TJL SERIES OR EQUAL): DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST EDITION ICC-ES REPORT. CONNECTIONS AND BEARING MATERIAL TO BE DESIGNED AND FURNISHED BY JOIST FABRICATOR. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS WITH DESIGN CALCULATIONS SEALED BY A REGISTERED STRUCTURAL ENGINEER FOR REVIEW PRIOR TO MANUFACTURE. ADDITIONAL JOISTS SHALL BE SUPPLIED AS REQUIRED TO SUPPORT MECHANICAL EQUIPMENT. ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S1.2 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 TYPICAL DETAILS PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION PROJECT MANAGER:CAD OPERATOR:JOB NO.: fax : 208.227.8405 1020 E. Lincoln Road Idaho Falls , ID 83401 Structural Engineering phone : 208.227.8404 23-301 CJB CJB ID DA T E DE S C R I P T I O N STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S1.2 CIVIL 30 5 1st ST R E E T , ID A H O FA L L S ,ID 83 4 0 1 PH : 20 8 .75 7 .57 0 0 22007 GO O D 2 GO 10 4 - RE X B U R G ID TB D RE X B U R G , ID 83 4 4 0 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS , ID 83401 PHONE: (208) 227-8404 8/14 /20 2 3 MUSGROVE ENGINEERING, P .A. 645 W. 25TH ST. IDAHO FALLS , ID 83402 PHONE: (208) 523-2862 TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 2 3 RE S I N AR C H I T E C T U R E , LL C . TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 2 3 RE S I N AR C H I T E C T U R E , LL C . MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS , ID 83401 PHONE: (208) 681-8590 TYPICAL DETAILS PR E L I M I N A R Y FO R RE V I E W NO T FO R CO N S T R U C T I O N KEYNOTES: 1.FINISHED GRADE WHERE OCCURS 2.DO NOT EXCAVATE A TRENCH CLOSER THAN A 45 DEGREE ANGLE TO BELOW BOTTOM FOOTING OR FOUNDATION 3.BOTTOM OF CONCRETE FOOTING 4.BOTTOM OF TRENCH NOTE: A.DO NOT UNDERCUT EXISTING FOOTINGS B.NO PIPE OR OTHER UTILITIES SHALL PASS THRU WALL FOOTINGS OR UNDER COLUMN FOOTINGS FOR CONSTRUCTION ABOVE FOOTING, SEE DETAILS. T1 TRENCH PARALLEL TO CONTINUOUS STRIP FOOTING TD01 NO SCALE 1 1 4 3 2 1 KEYNOTES: 1.CONCRETE FOOTING 2.SLEEVE - PROVIDE 1/2" MINIMUM CLEARANCE AROUND PIPE OR CONDUIT 3.PIPE OR CONDUIT 4.CONCRETE FILL TO BE PLACED BEFORE FOOTING IS POURED - FORM SAME AS FOOTING AND POUR FULL WIDTH OF PIPE TRENCH 5.STEM WALL NOTE: A.NO PIPE SHALL PASS THRU FOOTING OR UNDER COLUMN FOOTINGS. FOR TRENCHES GREATER THAN 3'-6" BELOW BOTTOM OF FOOTING, SEE PIPE PASSING BELOW WALL FOOTING DETAIL. T2 PIPE PASSING UNDER WALL FOOTING IN SHALLOW TRENCH TD02 NO SCALE 6" MI N 8" MI N 3'-0" MA X 8" MIN A SECTIONA 5 1 2 3 4 5 1 2 3 4 KEYNOTES: 1.STEM WALL 2.CONCRETE FOOTING 3.1'-6" MAXIMUM - WHERE TRENCH EXCEEDS 1'-6" NOTIFY STRUCTURAL ENGINEER PRIOR TO PLACEMENT OF FOOTINGS 4.BACKFILL AND RECOMPACT TRENCH PER SOILS REPORT AND SPECIFICATIONS 5.BOTTOM OF TRENCH NOTE: A.DO NOT UNDERCUT EXISTING FOOTINGS B.NO PIPES OR OTHER UTILITIES SHALL PASS THRU WALL FOOTINGS OR UNDER COLUMN FOOTINGS 3'-1" OR GR E A T E R FOR CONSTRUCTION ABOVE FOOTING, SEE DETAILS. T3 PIPE PASSING BELOW FOOTING IN DEEP TRENCH TD03 NO SCALE 5 3 2 1 44 1 KEYNOTES: 1.SLOPED FINISH GRADE 2.MINIMUM FOOTING DEPTH PER G.S.N. - 12" MINIMUM 3.DEEPEN FOOTING AS REQUIRED TO ACCOUNT FOR SLOPED GRADE 4.CONCRETE FOOTING NOTE: A.FOR ADDITIONAL INFORMATION, SEE PLANS AND DETAILS 5'-0" T4 TYPICAL DETAIL FOR FOUNDATION EMBEDMENT TD04 NO SCALE 1 2 3 4 KEYNOTES: 1.CORNER DOWELS TO MATCH HORIZONTAL REINFORCEMENT 2.CONCRETE WALL WITH REINFORCEMENT 18" MIN LAP SPLICE (TYP) T5 TYPICAL CONCRETE CORNER TD05 NO SCALE 2 1 KEYNOTES: 1.CONCRETE SLAB ON GRADE 2.CONT KEYED JOINT 3.SAWCUT 1/8" WIDE x 1/4 SLAB THICKNESS IN DEPTH - CUT SHALL BE MADE SOON ENOUGH TO PREVENT SHRINKAGE CRACKING, BUT NOT SO SOON AS TO CAUSE SPALLING OF THE CONCRETE WHILE SAWING. WORK MUST BE COMPLETE WITHIN 16 HOURS OF CONCRETE PLACEMENT. NOTE: A.KEYED JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING PLACEMENT UNLESS SPECIFICALLY NOTED ON THE PLANS. B."TOOL WET JOINT", "ZIP STRIP", ETC SHALL MATCH SAWCUT REQUIREMENTS 12"6"6"12" SAWCUT JOINT KEYED JOINT T6 CONTROL JOINTS IN CONCRETE SLAB ON GRADE TD07 NO SCALE 1 3 1 2 6 MIN BAR OFFSET BAR CLEARANCE SPLICE DETAIL BEND & HOOK DETAILS COLUMN TIES BEAM STIRRUPS "d" 45° "d" "d" 1 8 8 KEYNOTES: 1.LAP - SEE G.S.N. 2.MAXIMUM 1/5 LAP BUT NOT MORE THAN 6" 3.WIRE TIES 4.1d (1" MINIMUM) 5.RADIUS = 3d FOR BARS NOT OVER #8; 4d FOR #9, #10, AND #1 BARS; 5d FOR #14 AND #18 BARS, 5d FOR ALL GRADE 40 BARS WITH 180 DEGREE HOOK 6.4D (4" MINIMUM) 7.12d (90 DEGREE HOOK) 8.6d (4" MINIMUM) 9.135 DEGREE BEND 10.BEND AROUND 11/2" PIN FOR #3 BARS. BEND AROUND 2" PIN FOR #4 BARS. BEND AROUND 21/2" PIN FOR #5 BARS. T7 TYPICAL REINFORCING DETAILS TD10 NO SCALE 3 1 2 4 6 7 5 55 5 99 10 10 NOTES: 1. TOP BARS ARE ANY HORIZONTAL BARS PLACED SO THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE REINFORCEMENT. 2. UNLESS NOTED OTHERWISE, LAP SPLICES IN CONCRETE BEAMS, SLABS AND WALLS SHALL BE CLASS "B" TENSION LAP SPLICES. BAR SIZE CLASS B TENSION SPLICE LENGTHS f'c = 3,000 PSI f'c = 4,000 PSI f'c = 5,000 PSI HORIZONTAL BARS W/ >12" OF CONC. BELOW VERTICAL AND BOTTOM HORIZONTAL BARS HORIZONTAL BARS W/ >12" OF CONC. BELOW VERTICAL AND BOTTOM HORIZONTAL BARS HORIZONTAL BARS W/ >12" OF CONC. BELOW VERTICAL AND BOTTOM HORIZONTAL BARS #3 12"12"12"12"12"12" #4 19"15"17"13"15"12" #5 29"23"26"20"23"18" #6 32"25"28"21"25"19" #7 54"41"47"36"42"32" #8 70"54"61"47"54"42" #9 89"68"77"59"69"53" #10 112"87"97"75"87"67" T8 STEEL REINFORCING LAP SPLICES IN CONCRETE TD14 NO SCALE T9 ELEVATION-TYPICAL 1-STORY SHEARWALL TD19 NO SCALE KEYNOTES: 1.SHEATHING MATERIAL 2.DOUBLE STUDS AT EACH END OF SHEARWALL, EDGE NAIL ALONG DOUBLE STUDS 3.FULL HEIGHT WOOD STUDS 4.BOTTOM PLATE ATTACHMENT 5.SIMPSON STHD TYPE HOLDOWN 6.MIDHEIGHT BLOCKING AND EDGE NAILING REQUIRED 7.SIMPSON "PHD" TYPE HOLDOWN 8.FINISHED FLOOR 9.CONT 2x PT SOLE PLATE 1 3 6 8 7 4 5 2 9 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S1.3 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 TYPICAL DETAILS PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION PROJECT MANAGER:CAD OPERATOR:JOB NO.: fax : 208.227.8405 1020 E. Lincoln Road Idaho Falls , ID 83401 Structural Engineering phone : 208.227.8404 23-301 CJB CJB ID DA T E DE S C R I P T I O N STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S1.3 CIVIL 30 5 1st ST R E E T , ID A H O FA L L S ,ID 83 4 0 1 PH : 20 8 .75 7 .57 0 0 22007 GO O D 2 GO 10 4 - RE X B U R G ID TB D RE X B U R G , ID 83 4 4 0 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS , ID 83401 PHONE: (208) 227-8404 8/14 /20 2 3 MUSGROVE ENGINEERING, P .A. 645 W. 25TH ST. IDAHO FALLS , ID 83402 PHONE: (208) 523-2862 TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 2 3 RE S I N AR C H I T E C T U R E , LL C . TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 2 3 RE S I N AR C H I T E C T U R E , LL C . MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS , ID 83401 PHONE: (208) 681-8590 TYPICAL DETAILS PR E L I M I N A R Y FO R RE V I E W NO T FO R CO N S T R U C T I O N NOTE: A.ALL CONDITIONS MAY NOT BE SHOWN. FOR CONDITIONS NOT SHOWN, USE THESE DETAILS AS A GUIDE. B.SOME LARGER HOLDOWNS REQUIRE 6x6 POSTS, SEE PLANS AND SCHEDULES. C.WHERE MULTIPLE TRIMMER STUDS OR KING STUDS OCCUR, MAKE ADJUSTMENTS AS REQUIRED. KEYNOTES: 1.WOOD STUD WALL, SEE PLAN 2.SHEARWALL SHEATHING, SEE PLAN 3.EDGE OF FOUNDATION 4.SIMPSON HD TYPE HOLDOWN WITH SCREWS 5.SHEARWALL END POST (3 STUDS) TYPICAL, EXCEPT AT HDU11, HDU14, HHDQ11, AND HHDQ14 WHERE 6x6 POST IS REQUIRED 6.SHEARWALL END POSTS (2 STUDS) 7.SHEARWALL EDGE NAILING 8.TRIMMER STUD TO SUPPORT HEADER 9.BLOCK TO SUPPORT WINDOW SILL 10.6x6 WOOD POST 11.(25) - SIMPSON SDS 1/4"x41/2" LONG WOOD SCREWS, STAGGERED 12.SIMPSON HD TYPE HOLDOWN WITH 6" LONG SIMPSON SDS 1/4" SCREWS (2) SHEARWALLS (1) "HD" HOLDOWN W/SCREWS "HD" HOLDOWN W/SCREWS WINDOW JAMB X "HD" HOLDOWN W/SCREWS DOOR JAMB OR WALL END X HOLDOWN X HDHQ8 HHDQ11 HHDQ14 HD19 2-1/8" 1-1/4" 1-1/2" 1-5/16"HDU2, HDU4, HDU5 HTT4 HTT5 1-5/16" (2) SHEARWALLS (1) "HD" HOLDOWN W/SCREWS AT EXTERIOR CORNER X (1) SHEARWALL (1) "HD" HOLDOWN W/SCREWS AT EXTERIOR CORNER X AT RE-ENTRANT CORNER X (1) SHEARWALL (1) "HD" HOLDOWN W/SCREWS AT RE-ENTRANT CORNER X 4 WINDOW OPENING DOOR OPENING HDU14 1-9/16" LTT20B LTT19 1-3/8" 1-1/2" HDU8, HDU11 1-3/8" T10 PLAN VIEW - HOLDOWN LOCATIONS/SHEARWALL END POSTS , "HD" TYPE HOLDOWNS USING SCREWS TD16 NO SCALE 3 2 7 4 7 3 2 7 8 21 981 3 4 4 8 3 1 4 7 2 3 11 3 2 77 32 12 10 5 5 6 6 6 6 6 KEYNOTES: 1.SOLID BLOCKING TO BE TIGHT AGAINST PLYWOOD 2.PREFAB WOOD TRUSS OR WOOD JOIST 3.TOP OF WOOD PLATE OR BEAM AS OCCURS 4.PLYWOOD SHEATHING 5.EDGE NAILING NOTE: A.FOR CONSTRUCTION BELOW BLOCKING, SEE PLAN AND DETAILS. BLOCKING IS CONTINUOUS B.INDIVIDUAL SHEAR BLOCKS MAY BE OMITTED EVERY 5TH BLOCK DEPTH X 2"6" 2.5"8" 10" 12" 3" 3" X X2X X SOLID 2x BLOCKING WITH FIELD CUT VENTILATION VENTILATION OPENINGS TYPICAL SOLID BLOCKING DE P T H TYPICAL SOLID BLOCKING WITH PREFAB VENTILATION X T11 ELEVATION - TYPICAL SOLID 2x BLOCKING TD22 NO SCALE 4 5 2 31 5 4 2 31 55 4 2 31 KEYNOTES: 1.NAILS BETWEEN SPLICE LOCATION PER SCHEDULE - STAGGERED 2.DBL 2x TOP PLATE 3.WOOD STUD WALL, SEE PLAN 4.SPLICE OVER STUD 5.SIMPSON ST6224 OR MSTC40 STRAP AT LOCATIONS WHERE PLATES CAN NOT BE SPLICED NOTE: A.DO NOT SPLICE TOP PLATES WITHIN 6'-0" OF ENDS OF PLYWOOD SHEARWALLS. THIS DETAIL REQUIRED AT ALL EXTERIOR WALLS AND OVER SHEARWALLS - NOT REQUIRED AT INTERIOR NON-SHEARWALLS. (30) 16d (24) 16dLESS THAN 20' OVER 20' 4'-0" 6'-0" LENGTH OF WALL (BETWEEN CORNERS)SPLICE LENGTH NAILS ALONGSPLICE LENGTH MINIMUM SPLICE LENGTH PER SCHEDULE T12 ELEVATION - TYPICAL TOP PLATE SPLICE TD24 NO SCALE 4 5 1 3 2 3 2 KEYNOTES: 1.WOOD STUD WALL, SEE PLAN 2.WOOD HEADER 3.KING STUD(S) PER PLAN 4.(2) 16d NAILS AT 2" O.C. 5.16d NAILS AT 12" O.C. 6.TRIMMER STUD(S) PER PLAN 2 6 3 1 5 4 5 T13 TYPICAL HEADER CONNECTION TD25 NO SCALE 2 6 34 1 5 2 1 74 2 1 3 4 18 AT BEAM AT MID WALL AT TOP PLATE T14 TYPICAL BEAM POCKET TD26 NO SCALE 2 1 4 AT CORNER 10 9 KEYNOTES: 1.WOOD BEAM 2.(2) 16d NAILS AT 6" O.C. 3.KING STUD EACH SIDE OF BEAM 4.SOLID BUILT-UP POST BELOW BEAM 5.STRAP BROKEN TOP PLATE ON SIDE OR TOP 6.CONT DBL 2x TOP PLATE W/ LAP SPLICE PER TYPICAL DETAIL 7.FULL-HEIGHT KING STUD EACH SIDE OF BEAM 8.HGA10 CLIP EACH SIDE 9.FULL-HEIGHT KING STUD AT END OF BEAM 10.FULL-HEIGHT KING STUD, OPPOSITE SIDE OF THE BEAM NOTE: A.MINIMUM STAPLING SPECIFIED HEREIN SHALL BE PROVIDED UNLESS NOTED OTHERWISE ON PLANS, DETAILS OR GENERAL STRUCTURAL NOTES 8d COMMON AT 12" O.C.16 GA STAPLE AT 12" O.C. ALTERNATE FASTENER SCHEDULE ALTERNATE FASTENERSPECIFIED FASTENER 8d COMMON AT 6" O.C. 8d COMMON AT 4" O.C. 15 GA STAPLE AT 12" O.C. 14 GA STAPLE AT 12" O.C. 13 GA STAPLE AT 12" O.C. 16 GA STAPLE AT 4" O.C. 15 GA STAPLE AT 5" O.C. 14 GA STAPLE AT 6" O.C. 13 GA STAPLE AT 6" O.C. 13 GA STAPLE AT 5" O.C. 14 GA STAPLE AT 4" O.C. 15 GA STAPLE AT 3" O.C. 16 GA STAPLE AT 2.5" O.C. 15 GA STAPLE AT 2" O.C. 14 GA STAPLE AT 3" O.C. 13 GA STAPLE AT 4" O.C. 8d COMMON AT 3" O.C. MATERIAL: 7/16" SHEARWALL OR ROOF SHEATHING NOTES: 1. STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7/16" INCH OUTSIDE DIMENSION. AND INSTALLED WITH CROWN PARALLEL TO THE LONG DIMENSION OF FRAMING MEMBER. 2. FRAMING SHALL BE 3x OR WIDER WHEN NAIL SPACING IS LESS THAN 3 INCHES ON CENTER. 3. ALL STAPLES SHALL HAVE 11/2" LONG LEGS MINIMUM. 4. STAPLE SIZES AND SPACING PER REPORT NO. ICC-ESR-1539 T15 ALTERNATE SHEATHING STAPLE OPTION TD32 NO SCALE ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S1.4 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 TYPICAL DETAILS PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION PROJECT MANAGER:CAD OPERATOR:JOB NO.: fax : 208.227.8405 1020 E. Lincoln Road Idaho Falls , ID 83401 Structural Engineering phone : 208.227.8404 23-301 CJB CJB ID DA T E DE S C R I P T I O N STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S1.4 CIVIL 30 5 1st ST R E E T , ID A H O FA L L S ,ID 83 4 0 1 PH : 20 8 .75 7 .57 0 0 22007 GO O D 2 GO 10 4 - RE X B U R G ID TB D RE X B U R G , ID 83 4 4 0 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS , ID 83401 PHONE: (208) 227-8404 8/14 /20 2 3 MUSGROVE ENGINEERING, P .A. 645 W. 25TH ST. IDAHO FALLS , ID 83402 PHONE: (208) 523-2862 TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 2 3 RE S I N AR C H I T E C T U R E , LL C . TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 2 3 RE S I N AR C H I T E C T U R E , LL C . MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS , ID 83401 PHONE: (208) 681-8590 TYPICAL DETAILS PR E L I M I N A R Y FO R RE V I E W NO T FO R CO N S T R U C T I O N CONNECTION TYPE JOIST OR TRUSS BEARING ON SILL OR GIRDER BRIDGING TO JOIST SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL TOP PLATE TO STUD DOUBLE STUDS, FACE NAIL DOUBLE TOP PLATES CONTINUOUS HEADER TO STUD CEILING JOISTS, LAPS OVER PARTITIONS CEILING JOISTS TO PARALLEL RAFTERS , FACE NAIL RAFTER OR TRUSS TO PLATE BUILT-UP CORNER STUDS TOENAIL (4)-8d COMMON (2 1/2" x 0.131") NAILING (3)-8d COMMON (2 1/2" x 0.131") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLES TOENAIL EACH END(2)-3"x 0.131" NAILS (Gun Nail) (2)-3"x 14 GAUGE STAPLES 16d (3 1/2"x 0.135") AT 16" O.C. FACE NAIL 3"x 14 GAUGE STAPLES AT 12" O.C. 3"x 0.131" NAILS (Gun Nail) AT 8" O.C. END NAIL (2)-16d COMMON (3 1/2"x 0.162") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLES SOLE PLATE TO STUD END NAIL (2)-16d COMMON (3 1/2"x 0.162") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLES FACE NAIL 16d (3 1/2"x 0.135") AT 24" O.C. 3"x 14 GAUGE STAPLES AT 8" O.C. 3"x 0.131" NAILS (Gun Nail) AT 8" O.C. FACE NAIL 16d (3 1/2"x 0.135") AT 16" O.C. 3"x 14 GAUGE STAPLES AT 12" O.C. 3"x 0.131" NAILS (Gun Nail) AT 12" O.C. DOUBLE TOP PLATES - FACE NAIL (8)-16d COMMON (3 1/2"x 0.162") (12)-3"x 0.131" NAILS (Gun Nail) (12)-3"x 14 GAUGE STAPLES LAP SPLICE RIM JOIST TO TOP PLATE 8d (2 1/2"x 0.131") AT 6" O.C. 3"x 14 GAUGE STAPLES AT 6" O.C. 3"x 0.131" NAILS (Gun Nail) AT 6" O.C. BLOCKING BETWEEN JOISTS OR RAFTERS TOENAIL (3)-8d COMMON (2 1/2"x 0.131") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLES AND TOP PLATE TOENAIL TOP PLATES, LAPS AND INTERSECTIONS FACE NAIL (2)-16d COMMON (3 1/2"x 0.162") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLES CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 1/2"x 0.162")FACE NAIL AT 16" O.C. ALONG EDGES CEILING JOISTS TO PLATE TOENAIL (3)-8d COMMON (2 1/2"x 0.131") (5)-3"x 0.131" NAILS (Gun Nail) (5)-3"x 14 GAUGE STAPLES FACE NAIL (3)-16d COMMON (3 1/2"x 0.162) (4)-3"x 0.131" NAILS (Gun Nail) (4)-3"x 14 GAUGE STAPLES (3)-16d COMMON (3 1/2"x 0.162) (4)-3"x 0.131" NAILS (Gun Nail) (4)-3"x 14 GAUGE STAPLES FACE NAIL (3)-8d COMMON (2 1/2"x 0.131") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLES TOENAIL TOENAIL 16d COM.(3 1/2"x 0.162") AT 24" O.C. 3"x 14 GAUGE STAPLES AT 16" O.C. 3"x 0.131" NAILS (Gun Nail) AT 16" O.C.FACE NAIL (2)-8d COMMON (2 1/2" x 0.131") USE- SIMPSON A35 AT 48" O.C.-NA- SIMPSON A35 AT EVERY OTHER BLOCK -NA- NOTE: A.MINIMUM NAILING SPECIFIED HEREIN SHALL BE PROVIDED UNLESS NOTED OTHERWISE ON PLANS, DETAILS OR GENERAL STRUCTURAL NOTES B.NAILING NOT NOTED ON THESE PLANS OR DETAILS SHALL BE PER I.B.C. TABLE 2304.10.1 T16 MINIMUM NAILING SCHEDULE - UNLESS NOTED OTHERWISE TD34 NO SCALE T17 TYPICAL ANCHORAGE FOR "HD" TYPE HOLDOWN TD56 NO SCALE 1 4" MAX 2" MI N EM B E D M E N T 2 4 3 KEYNOTES: 1.HOLDOWN ANCHOR BOLT 2.TOP OF CONCRETE OR COLD JOINT 3.DBL NUT AND 2"Ø PLATE WASHER 4.ADDITIONAL VERTICAL BAR(S), SEE SCHEDULE 5.TOP REINFORCING BAR (#4 BAR MINIMUM) PER PLAN 5 ANCHOR SCHEDULE ALL-THREAD ANCHOR DIAMETER MINIMUM EMBEDMENT MINIMUM VERTICAL BARS (PROVIDE ADDITIONAL VERTICAL BARS AS REQUIRED) ALTERNATE SIMPSON ANCHOR TYPE (INSTALL PER MANUFACTURER) 1/2"12"------ 5/8"16"(1) #5 OR (2) #4 SB5/8X24 7/8"18"(2) #5 SSTB34 OR SB7/8X24 1"20"(2) #6 SB1X30 T18 TYPICAL ROOF SNOW SURCHARGE / DRIFT LOAD TD73 NO SCALE KEYNOTES: 1.SURCHARGE OR DRIFT SNOW LOAD AREA, SEE PLAN 2.BALANCED ROOF SNOW LOAD, SEE GSN 3.REQUIRED LOAD INCREASE, SEE PLAN 4.EXTENT OF SURCHARGE OR DRIFT LOAD, SEE PLAN NOTE: A.SURCHARGE AND DRIFT LOADS ARE IN ADDITION TO ROOF BALANCED SNOW LOAD ##PSF ##PSF 3 3 1 2 4 3 T19 TYPICAL STEEL TRELLIS ATTACHMENT NO SCALE KEYNOTES: 1.WOOD POST, SEE PLAN 2.WALL SHEATHING AS OCCURS, SEE PLAN 3.STEEL TRELLIS, SEE ARCH 4.(2) 5/8"Ø THREADED STUDS W/ 3"x3"x1/4" SQR WASHERS AT EACH WOOD POST, COUNTERSINK INTO WOOD FRAMING AS REQUIRED 5.WOOD BEAM, SEE PLAN 6.ATTACH INSIDE OF POST TO BEAM W/ HGA10 CLIP 7.KING STUDS. SEE "TYPICAL HEADER CONNECTION" DETAIL 2 1 4 1/8 TYP 9" 6 5 7 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S2.0 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 FOUNDATION PLAN PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION PROJECT MANAGER:CAD OPERATOR:JOB NO.: fax : 208.227.8405 1020 E. Lincoln Road Idaho Falls , ID 83401 Structural Engineering phone : 208.227.8404 23-301 CJB CJB ID DA T E DE S C R I P T I O N STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S2.0 CIVIL 30 5 1st ST R E E T , ID A H O FA L L S ,ID 83 4 0 1 PH : 20 8 .75 7 .57 0 0 22007 GO O D 2 GO 10 4 - RE X B U R G ID TB D RE X B U R G , ID 83 4 4 0 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS , ID 83401 PHONE: (208) 227-8404 8/14 /20 2 3 MUSGROVE ENGINEERING, P .A. 645 W. 25TH ST. IDAHO FALLS , ID 83402 PHONE: (208) 523-2862 TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 2 3 RE S I N AR C H I T E C T U R E , LL C . TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 2 3 RE S I N AR C H I T E C T U R E , LL C . MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS , ID 83401 PHONE: (208) 681-8590 FOUNDATION PLAN PR E L I M I N A R Y FO R RE V I E W NO T FO R CO N S T R U C T I O N 22 11 B B D D C C 33 E E A A 0' - 4 1/ 2 " 7' - 7 1/ 2 " 0' - 4 1/ 2 " 6' - 7 1/ 2 " 10 ' - 0 " 6' - 9 " 23 ' - 3 " 6' - 9 " 7' - 0 " 9' - 7 1/ 2 " 0' - 4 1/ 2 " 53 ' - 9 " 8' - 0 " 0'-4 1/2" 18'-11 3/4"12'-0 1/2"5'-10 1/4"23'-8"13'-10 3/4" 2'-3 1/2" 12'-0 1/2" 2'-3 3/8" 43'-7 1/2"15'-0" 0'-4 1/2" 2'-0" 74'-9 3/4"16'-7 1/4"59'-0" 2'-0" 0'-4 1/2" 8'-7 3/4" 36'-10 1/2"23'-8"74'-1 1/2"15'-0" 9'-0 1/4" 4'-2 1/4"2'-2" 21'-10 3/8" 4'-2 1/4" 44'-6 1/4" 3'-2 1/8"0'-4 1/2" 23'-8"8'-4 1/2" 4'-2 1/4" 24'-3 3/4" 0'-4 1/2" 150'-5" 0' - 4 1/ 2 " 53 ' - 0 " 0' - 4 1/ 2 " 53 ' - 9 " 7 7 7 5 5 5 5 7 7 55555 6.6. 5555 6. WF18 / W1 WF18 / W1 WF 18 / W1 WF18 / W1WF18 / W1 WF18 / W1WF18 / W1WF18 / W1 WF18 / W1 WF18 / W1 WF 18 / W1 WF 18 / W1 WF 18 / W1 WF 18 / W1 WF 18 / W1 WF18 / W1WF18 / W1 F42F42 7 A A WF 24 CONCRETE SLAB ON GRADE 4" CONCRETE SLAB ON GRADE W/ #3 AT 24" O.C. EACH WAY CENTERED IN SLAB THICKNESS OVER COMPACTED FILL. (SEE GSN) PROVIDE SLAB JOINTS PER TYPICAL DETAIL WITHIN 16 HOURS OF BATCH TIME FINISH FLOOR = 0'-0" CONCRETE SLAB ON GRADE 4" CONCRETE SLAB ON GRADE W/ #3 AT 24" O.C. EACH WAY CENTERED IN SLAB THICKNESS OVER COMPACTED FILL . (SEE GSN) PROVIDE SLAB JOINTS PER TYPICAL DETAIL WITHIN 16 HOURS OF BATCH TIME FINISH FLOOR = 0'-0" 101102 102 102 102101101 101 101 102 101103101 102 104 104 104 104 101102 101 101 101 106 6. 1 WF18 / W1WF18 / W1 F42 A 2 2 A A A 2 2 A 2 3A 2 2 A 2 A 2 A 2 A 2 F42 SHEARWALL HOLDOWN SCHEDULE MARK HOLDOWN SHEARWALL END POST UNO ON PLAN ALTERNATE HOLDOWN SIMPSON HDU8 (2) 2x STUDS N/AA WALL (W) SCHEDULE MARK W1 THICKNESS AND TYPE 10" CONCRETE VERTICAL REINFORCING #4 AT 18" O.C. HORIZONTAL REINFORCING #5 AT 14" O.C. REMARKS --- FOOTING SCHEDULE MARK F42 WF18 WF24 LENGTH 42" CONT CONT WIDTH 42"" 18" 24" THICKN ESS 14" 10" 12" FOOTING REINFORCING (4) #4 EA WAY BOTTOM (2) #4 CONT BOTTOM (2) #4 CONT BOTTOM REMARKS --- --- --- SHEARWALL TYPE SCHEDULE NOTES: 1. SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFIC. SOME TYPES MAY NOT BE USED ON THE PLANS. 2. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16" ON CENTER (O.C.) MAXIMUM. 3. ANCHOR BOLTS TO FOUNDATION SHALL BE 10" LONG AND SHALL BE EMBED 7" INTO CONCRETE. EXPANSION BOLTS OR SHOT PINS MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SLAB OR SLAB STEP-DOWN) PER SUPPLEMENTAL INSTRUCTIONS . 4. A MINIMUM OF (2) ANCHOR BOLTS SHALL BE USED ON EACH BASE PLATE PIECE. PROVIDE (1) ANCHOR BOLT MINIMUM WITHIN 9" OF EACH END PIECE. 5. PROVIDE CONTINUOUS DOUBLE 2x TOP PLATE AT ALL SHEARWALLS AND EXTERIOR WALL. UNLESS NOTED OTHERWISE (U.N.O.), LAP SPLICE TOP PLATE A MINIMUM 4'-0" WITH 16d NAILS STAGGERED AT 2" ON CENTER (O.C.) ((24) 16d NAILS TOTAL BETWEEN SPLICE JOINTS.) 6. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEARWALLS UNLESS NOTED OTHERWISE ON PLANS OR DETAILS. 7. BLOCK ALL PANEL EDGES . EDGE NAIL SHEATHING AT BLOCKED EDGES. MARK SHEATHING MATERIAL EDGE NAILING FIELD NAILING BOTTOM PLATE ATTACHMENT 7/16" APA RATED SHEATHING (BLOCKED) ONE SIDE OF WALL 8d COMMON AT 6" O.C. 8d COMMON AT 12" O.C. CONCRETE: 1/2"Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 36" O.C. CONCRETE: 5/8"Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 48" O.C. WOOD: 16d STAGGERED AT 6" O.C. 7/16" APA RATED SHEATHING (BLOCKED) ONE SIDE OF WALL 8d COMMON AT 3" O.C. 8d COMMON AT 12" O.C. CONCRETE: 1/2"Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 18" O.C. CONCRETE: 5/8"Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 26" O.C. WOOD:16d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ssue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S2.1 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 CONTROL JOINT PLAN PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION PROJECT MANAGER:CAD OPERATOR:JOB NO.: fax : 208.227.8405 1020 E. Lincoln Road Idaho Falls , ID 83401 Structural Engineering phone : 208.227.8404 23-301 CJB CJB ID DA T E DE S C R I P T I O N STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S2.1 CIVIL 30 5 1st ST R E E T , ID A H O FA L L S ,ID 83 4 0 1 PH : 20 8 .75 7 .57 0 0 22007 GO O D 2 GO 10 4 - RE X B U R G ID TB D RE X B U R G , ID 83 4 4 0 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS , ID 83401 PHONE: (208) 227-8404 8/14 /20 2 3 MUSGROVE ENGINEERING, P .A. 645 W. 25TH ST. IDAHO FALLS , ID 83402 PHONE: (208) 523-2862 TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 2 3 RE S I N AR C H I T E C T U R E , LL C . TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 2 3 RE S I N AR C H I T E C T U R E , LL C . MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS , ID 83401 PHONE: (208) 681-8590 CONTROL JOINT PLAN PR E L I M I N A R Y FO R RE V I E W NO T FO R CO N S T R U C T I O N 22 11 B B D D C C 33 E E A A 10 ' - 5 1/ 2 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 7' - 0 " 5' - 6 1/ 2 " 9'-2 1/2"10'-0"10'-0"7'-8" 2'-4" 10'-0"10'-0" 1'-4" 8'-8"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"5'-5 1/2" 4'-6 1/2" 10'-5 1/2" CONCRETE SLAB CONTROL JOINT SCALE: 1/8" = 1'-0" CONTROL JOINT PLAN ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S2.2 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 ROOF FRAMING PLAN PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION PROJECT MANAGER:CAD OPERATOR:JOB NO.: fax : 208.227.8405 1020 E. Lincoln Road Idaho Falls , ID 83401 Structural Engineering phone : 208.227.8404 23-301 CJB CJB ID DA T E DE S C R I P T I O N STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S2.2 CIVIL 30 5 1st ST R E E T , ID A H O FA L L S ,ID 83 4 0 1 PH : 20 8 .75 7 .57 0 0 22007 GO O D 2 GO 10 4 - RE X B U R G ID TB D RE X B U R G , ID 83 4 4 0 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS , ID 83401 PHONE: (208) 227-8404 8/14 /20 2 3 MUSGROVE ENGINEERING, P .A. 645 W. 25TH ST. IDAHO FALLS , ID 83402 PHONE: (208) 523-2862 TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 2 3 RE S I N AR C H I T E C T U R E , LL C . TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 2 3 RE S I N AR C H I T E C T U R E , LL C . MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS , ID 83401 PHONE: (208) 681-8590 ROOF FRAMING PLAN PR E L I M I N A R Y FO R RE V I E W NO T FO R CO N S T R U C T I O N 22 11 B B D D C C 33 E E A A 10'-0"10 ' - 0 " 211 211 208 204 206 206209 35 PSF 0 PSF 0 PSF 7 35 PSF 0 PSF 7 7 7 7 5 5 5 5 7 7 55555 6.6. 5555 35 PSF 0 PSF 7 0 PSF 35 PSF 0 PSF 7 8 8 13 13 35 PSF 0 PSF 7 35 PSF 0 PSF 7 0 PSF 9 VESTIBULE 6. 9 9 7 35 PSF 35 PSF 35 PSF BEER 108 FREEZER 109 JAN. 113 WOMEN 112 MEN 12DISPLY/PALLET 107 PACKAGE/BEV 105 C-STORE 102 KITCHEN 104 FUTURE TENANT 300 POS 101 CIRCULATION 200 DINING 201 KITCHEN 202 D=7,00 0 # P2 W/ (4) KS 10 ' - 0 " 10'-0" 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10'-0" 10'-0" 10 ' - 0 " 210 204 202 210 203 204 7 B1 B1 (2) KS (2) KS (2) KS (2) KS 5 B2 (2) KS(2) KS 35 PSF 7 B2 (2) KS(2) KS B2 (2) KS(2) KS B2 (2) KS(2) KS RM E =15 0 0 # 6 6RM E =15 0 0 # RM E =15 0 0 # 6 7 B3 B4 OPEN 1 6. P1 W/ (3) KS (7) LVL KS B3 B3 B3B3B3B3 P2 W/ (4) KSP2 W/ (4) KS P1 W/ (3) KS P1 W/ (3) KS P2 W/ (4) KS P2 W/ (4) KS4 TYP 4 TYP 4 TYP P2 W/ (4) KS P2 W/ (4) KS P2 W/ (4) KS P2 W/ (4) KS B4 10 14 12 15 16 15 15 30" DEEP RED H TRUSSES AT 24" O.C. 15 16 14 B3 1 10 0 PSF 7 12P1 W/ (3) KS P2 W/ (4) KS 12 1010 P2 W/ (4) KS P2 W/ (4) KS 1 TYPICAL ROOF SHEATHING: 19/32" APA RATED ROOF SHEATHING W/ 8d COMMON NAILS AT 6" O.C. AT PANEL EDGES / BOUNDARY AND AT 12" O.C. IN THE FIELD. 2 207 WJ1 TYPICAL ROOF SHEATHING: 15/32" APA RATED ROOF SHEATHING W/ 8d COMMON NAILS AT 6" O.C. AT PANEL EDGES / BOUNDARY AND AT 12" O.C. IN THE FIELD. 207 210 5 55 5 207 205 208 WJ1 TYPICAL ROOF SHEATHING: 15/32" APA RATED ROOF SHEATHING W/ 8d COMMON NAILS AT 6" O.C. AT PANEL EDGES / BOUNDARY AND AT 12" O.C. IN THE FIELD. 207 6. 6.6. 6. 6. ROOF FRAMING PLAN NOTES A. VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL DRAWINGS. B. ALL SCHEDULED MARK DESIGNATIONS MAY NOT NECESSARILY BE FOUND ON THIS PLAN. SCHEDULES ARE TYPICAL TO THIS PROJECT. C. IF DOUBLE TOP PLATE IS NOTCHED, STEPPED OR BROKEN, PROVIDE A SIMPSON MSTC40 STRAP AT DISCONTINUITY . D. TYPICAL BEARING WALL FRAMING SHALL BE 2x6 STUDS AT 16" O.C. UNO. E. PROVIDE TRIMMER STUDS (TS) AND KING STUDS (KS) AT OPENINGS AS FOLLOWS, U.N.O.: OPENINGS 3'-0" OR LESS, (1) TS & (2) KS, OPENINGS 3'-0" TO 4'-10", (1) TS & (3) KS, 4'-10" TO 6'-8", (2) TS & (4) KS. FOR ATTACHMENT, SEE "TYPICAL HEADER CONNECTION" DETAIL. F. WALLS WITH SOLID LINES DESIGNATED STRUCTURAL (BEARING) WALLS . G. WALLS WITH DASHED LINES DESIGNATE NON-STRUCTURAL (NON-BEARING) WALLS . H. , , , -AS SHOWN ON PLAN INDICATES A SHEARWALL; HATCHING IN WALL DESIGNATES SHEARWALL LENGTH . I. B 1, B2, ETC. - AS SHOWN ON PLAN INDICATES A BEAM OR HEADER. SEE BEAM SCHEDULE FOR ADDITIONAL INFORMATION . J. WJ1, WJ2, ETC. - AS SHOWN ON PLAN INDICATES A JOIST. SEE JOIST SCHEDULE FOR ADDITIONAL INFORMATION. K. P 1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD POST. SEE POST SCHEDULE FOR MORE INFORMATION. L. TIE EACH ROOF TRUSS AT BEARING LOCATIONS WITH (2) H2.5A OR (2) H1 CLIP S M. "D=" INDICATES DRAG LOAD (ASD) THAT TRUSS MANUFACTURER IS TO DESIGN TRUSS FOR IN BOTH TENSION AND COMPRESSION. N. TIE EACH ROOF JOIST AT BEARING LOCATIONS WITH (1) H2.5A CLIP, UNO. O. FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF FRAMING CONDITION. P. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH TYPE "5" SHEARWALLS, UNO. INDICATES HVAC EQUIPMENT ON ROOF OR IN ATTIC SPACE. SEE TYPICAL DETAILS FOR FRAMING INFORMATION. Q. VERIFY EXACT SIZE AND WEIGHT OF EQUIPMENT ON ROOF WITH MECHANICAL DRAWINGS. 5 6.7 1.TOWER WALLS ABOVE. TRUSS MANUFACTURER TO DESIGN TRUSSES FOR THE FOLLOWING LINE LOADS AT TOWER WALLS: DEAD = 280 PLF SNOW = 300 PLF 2.2x BLOCKING AT EACH STUD FOR FIRST BAY AND AT 48" O.C. IN SECOND BAY, SEE CORRESPONDING DETAIL 3.WALLS ALONG GRIDLINES "A" AND "C" TO FRAMED W/ 1 3 4x512 LVL WALL STUDS AT 16" O.C . 4.ATTACH TRELLIS TO WOOD POST PER "TYPICAL STEEL TRELLIS ATTACHMENT" DETAIL 5.PROVIDE STEEL ANGLE AT OPENING TO SUPPORT BRICK VENEER ABOVE. SEE "BRICK VENEER STEEL ANGLE LINTEL" TYPICAL DETAIL 6.AT ROOF MOUNTED EQUIPMENT AND ROOF PENTRATIONS, PROVIDE 4x6 BLOCKING W/ HU46TF HANGER EACH END BELOW PARALLEL PERIMETER AND AT 16" O.C. TRANSVERSE. TRUSS MANUFACTURER TO DESIGN TRUSSES FOR ADDITIONAL RME WEIGHT ON PLAN (ASD). SEE MECHANICAL DRAWINGS FOR EXACT PLACEMENT OF RME 7.DESIGN TRUSSES AT PARAPET / VERTICAL WALLS FOR SNOW DRIFT LOADS AND LENGTH INDICATED, SEE "TYPICAL ROOF SNOW SURCHARGE / DRIFT LOAD" DETAIL 8.FRAME WALL SUPPORTING TRUSSES W/ TRIPLE 2x6 TOP PLATE, SEE PLAN NOTES FOR REQUIRED WALL STUDS. 9.FRAME THIS WALL W/ 1 3 4x512 LVL WALL STUDS AT 8" O.C. OR DBL 13 4x512 LVL WALL STUDS AT 16" O.C. 10.WHERE TOWER FRAMING OCCURS OVER TRUSSES, PROVIDE 2x6 LADDER FRAMING W/ SIMPSON PF26 HANGERS AT 16" O.C. 11.BEAM TO SUPPORT ROLL UP LOCKING DOOR 12.PROVIDE STEEL ANGLE AT OPENING TO SUPPORT BRICK VENEER ABOVE. SEE DETAIL 201 FOR ADDITIONAL INFORMATION. 13.WALLS ALONG GRIDLINES "A" AND "E" TO BE FRAMED W/ 1 3 4 x 512 LVL WALL STUDS AT 16" O.C. 14.2x BLOCKING AT EACH STUD FOR FIRST BAY AND AT 48" O.C. IN THE SECOND BAY, SEE COORESPONDING DETAIL 15.TRUSS MANUFACTURER TO DESIGN TRUSSES SUPPORTED SUSPENDED WALL FOR ADDITIONAL 50 PLF DEAD LOAD. SEE DETAILS 208 AND 210 FOR ADDITIONAL INFORMATION 16.LIMIT DEFLECTION OF TRUSS RUNNING PARALLEL TO SUSPENDED WALL TO 1 12" MAX LIVE LOAD DEFLECTION PLAN KEYNOTESX SHEARWALL TYPE SCHEDULE NOTES: 1. SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFIC. SOME TYPES MAY NOT BE USED ON THE PLANS. 2. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16" ON CENTER (O.C.) MAXIMUM. 3. ANCHOR BOLTS TO FOUNDATION SHALL BE 10" LONG AND SHALL BE EMBED 7" INTO CONCRETE. EXPANSION BOLTS OR SHOT PINS MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SLAB OR SLAB STEP-DOWN) PER SUPPLEMENTAL INSTRUCTIONS . 4. A MINIMUM OF (2) ANCHOR BOLTS SHALL BE USED ON EACH BASE PLATE PIECE. PROVIDE (1) ANCHOR BOLT MINIMUM WITHIN 9" OF EACH END PIECE. 5. PROVIDE CONTINUOUS DOUBLE 2x TOP PLATE AT ALL SHEARWALLS AND EXTERIOR WALL. UNLESS NOTED OTHERWISE (U.N.O.), LAP SPLICE TOP PLATE A MINIMUM 4'-0" WITH 16d NAILS STAGGERED AT 2" ON CENTER (O.C.) ((24) 16d NAILS TOTAL BETWEEN SPLICE JOINTS.) 6. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEARWALLS UNLESS NOTED OTHERWISE ON PLANS OR DETAILS. 7. BLOCK ALL PANEL EDGES . EDGE NAIL SHEATHING AT BLOCKED EDGES. MARK SHEATHING MATERIAL EDGE NAILING FIELD NAILING BOTTOM PLATE ATTACHMENT 7/16" APA RATED SHEATHING (BLOCKED) ONE SIDE OF WALL 8d COMMON AT 6" O.C. 8d COMMON AT 12" O.C. CONCRETE: 1/2"Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 36" O.C. CONCRETE: 5/8"Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 48" O.C. WOOD: 16d STAGGERED AT 6" O.C. 7/16" APA RATED SHEATHING (BLOCKED) ONE SIDE OF WALL 8d COMMON AT 3" O.C. 8d COMMON AT 12" O.C. CONCRETE: 1/2"Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 18" O.C. CONCRETE: 5/8"Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 26" O.C. WOOD:16d STAGGERED AT 3" O.C. 5 7 POST (P) SCHEDULE MARK P1 P2 SIZE (3) 2x6 5 1/4 X 9 1/2 SPECIES AND GRADE DOUG FIR NO. 2 2.2E LVL CONNECTION SEE TYPICAL DETAILS SEE TYPICAL DETAIL WOOD JOIST (WJ ) SCHEDULE MARK WJ1 JOIST 2x12 AT 24" O.C. FACE MOUNT HANGER N/A TOP FLANGE HANGER N/A BEAM (B ) SCHEDULE MARK B1 B2 B3 B4 SIZE (2) 2x6 OR 4x6 OR (2) 1 3/4 x 5 1/2 LVL (3) 2x10 OR 6x10 OR (3) 1 3/4 x 7 1/4 LVL (3) 1 3/4 x 11 7/8 LVL OR 5 1/4 x 11 7/8 LVL (3) 1 3/4 x16 LVL OR 5 1/4 x 16 LVL 207 WJ1 TYPICAL ROOF SHEATHING: 15/32" APA RATED ROOF SHEATHING W/ 8d COMMON NAILS AT 6" O.C. AT PANEL EDGES / BOUNDARY AND AT 12" O.C. IN THE FIELD. 207 210 5 5 5 5 SCALE: 1/8" = 1'-0" ROOF FRAMING PLAN SCALE: 1/8" = 1'-0" UPPER ROOF FRAMING PLAN SCALE: 1/8" = 1'-0" UPPER ROOF FRAMING PLAN SCALE: 1/8" = 1'-0" UPPER ROOF FRAMING PLAN ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S3.0 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 FOUNDATION DETAILS PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION PROJECT MANAGER:CAD OPERATOR:JOB NO.: fax : 208.227.8405 1020 E. Lincoln Road Idaho Falls , ID 83401 Structural Engineering phone : 208.227.8404 23-301 CJB CJB ID DA T E DE S C R I P T I O N STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S3.0 CIVIL 30 5 1st ST R E E T , ID A H O FA L L S ,ID 83 4 0 1 PH : 20 8 .75 7 .57 0 0 22007 GO O D 2 GO 10 4 - RE X B U R G ID TB D RE X B U R G , ID 83 4 4 0 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS , ID 83401 PHONE: (208) 227-8404 8/14 /20 2 3 MUSGROVE ENGINEERING, P .A. 645 W. 25TH ST. IDAHO FALLS , ID 83402 PHONE: (208) 523-2862 TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 2 3 RE S I N AR C H I T E C T U R E , LL C . TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 2 3 RE S I N AR C H I T E C T U R E , LL C . MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS , ID 83401 PHONE: (208) 681-8590 FOUNDATION DETAILS PR E L I M I N A R Y FO R RE V I E W NO T FO R CO N S T R U C T I O N 102 CONCRETE SLAB AT FOUNDATION CW_S104 NO SCALE 3" CLR 3" CL R 8 7 6 8 5 4 3 1 2 KEYNOTES: 1.WALL BEYOND, SEE PLAN 2.#4 BENT DOWEL AT 18" O.C. 3.CONCRETE SLAB ON GRADE, SEE PLAN 4.CONCRETE WALL, SEE PLAN 5.CONCRETE FOOTING, SEE PLAN 6.COMPACTED SUB-GRADE BELOW FOOTING, SEE PLAN 7.MINIMUM FOOTING DEPTH, SEE GSN 8.SIDEWALK, PAVEMENT, OR FINISH GRADE PER ARCH 18" 18" 103 CONCRETE SLAB AT FOUNDATION CW_S104 NO SCALE 3" CLR 3" CL R 6 5 4 3 1 2 KEYNOTES: 1.WALL BEYOND, SEE PLAN 2.#4 BENT DOWEL AT 18" O.C. 3.CONCRETE SLAB ON GRADE, SEE PLAN 4.CONCRETE WALL, SEE PLAN 5.CONCRETE FOOTING, SEE PLAN 6.COMPACTED SUB-GRADE BELOW FOOTING, SEE PLAN 18" 18" 101 WOOD STUD WALL AT FOUNDATION CW_S125 NO SCALE KEYNOTES: 1.WOOD STUD WALL, SEE PLAN 2.CONT 2x PT SOLE PLATE W/ ANCHOR BOLTS PER SHEARWALL SCHEDULE 3.CONCRETE SLAB ON GRADE, SEE PLAN 4.CONCRETE WALL, SEE PLAN 5.CONCRETE FOOTING, SEE PLAN 6.COMPACTED SUB-GRADE BELOW FOOTING, SEE PLAN 7.MINIMUM FOOTING DEPTH, SEE GSN 8.SIDEWALK, PAVEMENT, OR FINISH GRADE PER ARCH 9.EDGE NAILING, SEE SHEARWALL SCHEDULE 10.WALL SHEATHING AS OCCURS , SEE PLAN 11.BRICK VENEER PER ARCH, ATTACH PER GSN NOTES: A.WATERPROOF ANY EXTERIOR WOOD FRAMING WITHIN 8" OF GRADE PER ARCH DRAWINGS 3" CLR 3" CL R 8 10 7 9 6 8 1 2 5 4 3 11 105 MASONRY WALL AT FOUNDATION NO SCALE 3" CLR 3" CL R 2 1 4 5 KEYNOTES: 1.8" MASONRY BLOCK WALL W/ #5 VERTICAL REINFORCING BARS AT 48" O.C. AND #5 HORIZONTAL REINFORCING BARS AT 48" O.C. 2.COMPACTED SUB-GRADE BELOW FOOTING, SEE PLAN 3.MINIMUM FOOTING DEPTH, SEE GSN 4.3'-0"x1'-0"xCONT CONCRETE FOOTING W/ (3) #4 REINFORCING BARS CONT AND #4 AT 18" O.C. TRANSVERSE, TOP AND BOTTOM 5.#5 AT 24" O.C. 6.SIDEWALK, PAVEMENT, OR FINISH GRADE PER ARCH LA P PE R TY P MA S O N R Y LA P DE T A I L 66 3 9'-6" MA X 12" 60" 104 FREEZER AT INSULATED SLAB NO SCALE 1 KEYNOTES: 1.FREEZER WALL PANEL BY OTHERS 2.5 1/4" THICK TOPPING SLAB W/ #3 AT 18" O.C. 3.CONCRETE SLAB ON GRADE, SEE PLAN 4.6" THICK INSULATION, COORDINATE W/ FREEZER MANUFACTURER REQUIREMENTS 5.3" THICK BASE SLAB W/ #3 AT 36" O.C. EACH WAY 6.PERFORATED PIPES AND PEA GRAVEL PER FREEZER MANUFACTURER REQUIREMENTS 7.COMPACTED SUBGRADE 8.CONT 2x12 REDWOOD BREAKER 3 2 4 5 66 7 87 4" MIN. 106 WOOD STUD WALL AT FOUNDATION NO SCALE 3" CLR 3" CL R 31/2" MI N 6 5 1 2 4 3 3" CLR. 3" CL R . 6 5 1 2 4 3 31/2" MI N KEYNOTES: 1.WOOD STUD WALL, SEE PLAN 2.CONT 2x PT SOLE PLATE W/ EXPANSION ANCHOR BOLTS PER SHEARWALL SCHEDULE 3.CONCRETE SLAB ON GRADE, SEE PLAN 4.CONCRETE FOOTING, SEE PLAN 5.COMPACTED SUB-GRADE BELOW FOOTING, SEE PLAN 6.EDGE NAILING, SEE SHEARWALL SCHEDULE 7.WALL SHEATHING AS OCCURS, SEE PLAN 7 7 A OPTION B OPTION NOTES: A.CONTINUOUS FOOTING CAN BE POURED MONOLITHICALLY W/ SLAB AT CONTRACTORS OPTION ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S4.0 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 ROOF FRAMING DETAILS PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION PROJECT MANAGER:CAD OPERATOR:JOB NO.: fax : 208.227.8405 1020 E. Lincoln Road Idaho Falls , ID 83401 Structural Engineering phone : 208.227.8404 23-301 CJB CJB ID DA T E DE S C R I P T I O N STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S4.0 CIVIL 30 5 1st ST R E E T , ID A H O FA L L S ,ID 83 4 0 1 PH : 20 8 .75 7 .57 0 0 22007 GO O D 2 GO 10 4 - RE X B U R G ID TB D RE X B U R G , ID 83 4 4 0 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS , ID 83401 PHONE: (208) 227-8404 8/14 /20 2 3 MUSGROVE ENGINEERING, P .A. 645 W. 25TH ST. IDAHO FALLS , ID 83402 PHONE: (208) 523-2862 TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 2 3 RE S I N AR C H I T E C T U R E , LL C . TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 2 3 RE S I N AR C H I T E C T U R E , LL C . MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS , ID 83401 PHONE: (208) 681-8590 ROOF FRAMING DETAILS PR E L I M I N A R Y FO R RE V I E W NO T FO R CO N S T R U C T I O N 2 9 3 3 5 4 KEYNOTES: 1.WOOD STUD WALL, SEE PLAN 2.CONT TRIPLE 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 3.EDGE NAILING, SEE SHEARWALL SCHEDULE 4.2x10 BLOCKING BETWEEN EACH JOIST 5.PREFAB WOOD TRUSS, SEE PLAN 6.2x6 BLOCK AT EACH STUD W/ (5) 8d NAILS INTO STUD AND 16d TOENAIL EACH SIDE INTO TRUSS 7.2x BLOCKING AT 48" O.C. W/ 16d TOENAILS EACH SIDE OF BLOCK ON EACH EACH END. 8.CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 9.WALL SHEATHING AS OCCURS, SEE PLAN 10.BOUNDARY NAILING, SEE PLAN 11.ROOF SHEATHING, SEE PLAN 12.BLOCK AT PANEL JOINT AS REQUIRED 13.(5) 8d NAILS INTO EACH BLOCK 14.ATTACH BLOCKS IN SECOND BAY TO BLOCKS IN FIRST BAY W/ H2A CLIP AT 48" O.C. 206 PREFAB TRUSS AT WOOD STUD WALL NO SCALE 6 11 4'-0" MA X 10 12 8 3 33 1 10 KEYNOTES: 1.WOOD JOIST W/ CLIP, SEE PLAN 2.CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 3.WOOD STUD WALL, SEE PLAN 4.WALL SHEATHING AS OCCURS, SEE PLAN 5.EDGE NAILING, SEE SHEARWALL SCHEDULE 6.FULL HEIGHT 2x BLOCKING W/ A35 CLIP BETWEEN EACH JOIST 7.ROOF SHEATHING, SEE PLAN 8.BOUNDARY NAILING, SEE PLAN 9.CONT SHAPED BLOCK W/ 16d NAIL AT 12" O.C. 10.16d TOENAIL EACH SIDE OF JOIST 1 2 NOTE: A.COORDINATE ROOF VENTILATION B.FASCIA PER ARCHITECTURAL DETAILS 4 3 6 7 8 205 WOOD JOIST AT WOOD STUD WALL WW_RJ301 NO SCALE 5 9 10 7 13 13 14 1 KEYNOTES: 1.WOOD TRUSS, SEE PLAN 2.WALL BEYOND , SEE PLAN 3.WOOD STUD WALL TO BE FRAMED WITH 2x4 WALL STUDS AT 16" O.C.. ATTACH EACH STUD TO TOP AND BOTTOM PLATES W/ (2) #8 SCREWS OR (2) #10 TOESCREWS 4.SIMPSON DTC CLIP AT 48" O.C. MAX. INSTALL WITH FASTENERS AT TOP OF SLOTS AFTER ALL ROOF DEAD LOADS HAVE BEEN PLACED 5.PROVIDE 7/16"APA RATED SHEATHING W/ #8 SCREWS AT 6" O.C. AT ALL PANEL EDGES AND BOUNDARIES AND AT 12" O.C. IN FIELD. 6.ROOF SHEATHING, SEE PLAN 203 SUSPENDED WALL AT WOOD TRUSS NO SCALE 2 3 5 6 4 KEYNOTES: 1.WOOD STUD WALL, SEE PLAN 2.WALL SHEATHING AS OCCURS, SEE PLAN 3.CONT 2x BOTTOM PLATE, ATTACH PER SHEARWALL SCHEDULE 4.WOOD BEAM, SEE PLAN 5.L6x4x5/16xCONT(LLV) STEEL ANGLE W/ (2) SDWS22500DB SCREWS AT 6" O.C. 6.BRICK VENEER PER ARCH 7.EDGE NAILING, SEE SHEARWALL SCHEDULE 201 STEEL ANGLE AT WOOD BEAM NO SCALE 5 1 3 2 4 6 7 7 2" 3" 1 KEYNOTES: 1.WOOD TRUSS, SEE PLAN 2.WALL BEYOND , SEE PLAN 3.WOOD STUD WALL TO BE FRAMED WITH 2x4 WALL STUDS AT 16" O.C.. ATTACH EACH STUD TO TOP AND BOTTOM PLATES W/ (2) #8 SCREWS OR (2) #10 TOESCREWS 4.ATTACH SUSPENDED WALL W/ (2) 1/4"Øx4" LONG SDS SCREWS AT 12" O.C. 5.PROVIDE 7/16"APA RATED SHEATHING W/ #8 SCREWS AT 6" O.C. AT ALL PANEL EDGES AND BOUNDARIES AND AT 12" O.C. IN FIELD. ROOF SHEATHING TO EXTEND FROM BOTTOM SUSPENDED WALL TO TOP OF TOP CHORD OF TRUSS 6.ROOF SHEATHING, SEE PLAN 7.NO SPLICE IN SHEATHING AT TOP PLATE OF SUSPENDED WALL 8.SIMPSON DTC CLIP AT 48" O.C. MAX. INSTALL WITH FASTENERS AT TOP OF SLOTS AFTER ALL ROOF DEAD LOADS HAVE BEEN PLACED 202 SUSPENDED WALL AT WOOD TRUSS NO SCALE 2 3 4 5 6 7 8 KEYNOTES: 1.WOOD JOIST, SEE PLAN 2.2x LADDER FRAMING TO MATCH JOIST SIZE AND SPACING, SEE PLAN 3.2x BLOCKING TO MATCH JOIST SIZE AND SPACING FOR FIRST BAY MIN, SEE PLAN 4.CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 5.WOOD STUD WALL, SEE PLAN 6.WALL SHEATHING AS OCCURS, SEE PLAN 7.EDGE NAILING, SEE SHEARWALL SCHEDULE 8.BOUNDARY NAILING PATTERN INTO EACH BLOCK AND LADDER FRAMING, SEE PLAN 9.ROOF SHEATHING, SEE PLAN 10.BOUNDARY NAILING, SEE PLAN 11.(4) 16d NAILS INTO EACH LADDER FRAMED JOIST 12.A35 CLIP AT 24" O.C. NOTE: A.COORDINATE ROOF VENTILATION B.FASCIA PER ARCHITECTURAL DETAILS 207 WOOD JOIST AT WOOD STUD WALL WW_RJ303 NO SCALE 1 23 5 4 7 6 9 108 1'-6" MAX 8 10 12 204 PREFAB TRUSS AT WOOD STUD WALL NO SCALE KEYNOTES: 1.WOOD TRUSS W/ CLIPS, SEE PLAN. TRUSS MANUFACTURER TO DESIGN TRUSS FOR THE FOLLOWING LOADS AT LOCATION OF KICKER ATTACHMENT (ASD): WIND =180 PLF 2.CONT TRIPLE 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL. SHAPE TOP PLATE AS REQUIRED FOR SLOPE OF ROOF 3.WOOD STUD WALL, SEE PLAN 4.WALL SHEATHING, SEE SHEARWALL SCHEDULE 5.EDGE NAILING, SEE SHEARWALL SCHEDULE 6.A34 CLIP AT EACH KICKER INSTALL W/ #9x11/2" LONG SDS SCREWS 7.BOUNDARY NAILING, SEE PLAN 8.ROOF SHEATHING, SEE PLAN 9.2x FULL-HEIGHT BLOCK 10.2x6 WALL STUDS AT 24" O.C. 11.PROVIDE 2x BLOCKING AT PANEL EDGE PER SHEARWALL SCHEDULE 12.2x4 BLOCK BETWEEN EACH TRUSS W/ PF24A HANGER EACH END 13.CONT 2x BOTTOM PLATE W/ 16d NAILS AT 4" O.C. 14.2x6 KICKER BRACE AT 24" O.C. W/ (5) 16d NAILS INTO STUD AS SHOWN 15.CONT 2x BOTTOM PLATE W/ 4" LONG #10 SCREWS AT 8" O.C. AND (2) INTO EACH JOIST 16.NO SPLICE IN WALL SHEATHING NOTE: A.SLOPE, WATERPROOF AND DRAIN PER ARCH B.TRUSS MANUFACTURER SHALL DESIGN TRUSS FOR VERTICAL ±180# (ASD) WIND LOAD FROM PARAPET KICKER BRACE 1 2 3 5 4 8 7 4 5 13 10 H (4'-0" MA X ) 4 55 11 1 18 2/3 H 6 7 12 15 5 14 9 16 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S4.1 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 ROOF FRAMING DETAILS PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION PROJECT MANAGER:CAD OPERATOR:JOB NO.: fax : 208.227.8405 1020 E. Lincoln Road Idaho Falls , ID 83401 Structural Engineering phone : 208.227.8404 23-301 CJB CJB ID DA T E DE S C R I P T I O N STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S4.1 CIVIL 30 5 1st ST R E E T , ID A H O FA L L S ,ID 83 4 0 1 PH : 20 8 .75 7 .57 0 0 22007 GO O D 2 GO 10 4 - RE X B U R G ID TB D RE X B U R G , ID 83 4 4 0 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS , ID 83401 PHONE: (208) 227-8404 8/14 /20 2 3 MUSGROVE ENGINEERING, P .A. 645 W. 25TH ST. IDAHO FALLS , ID 83402 PHONE: (208) 523-2862 TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 2 3 RE S I N AR C H I T E C T U R E , LL C . TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 2 3 RE S I N AR C H I T E C T U R E , LL C . MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS , ID 83401 PHONE: (208) 681-8590 ROOF FRAMING DETAILS PR E L I M I N A R Y FO R RE V I E W NO T FO R CO N S T R U C T I O N 208 PREFAB TRUSS AT WOOD STUD WALL NO SCALE KEYNOTES: 1.WOOD TRUSS W/ CLIP, SEE PLAN 2.CONT TRIPLE 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 3.WOOD STUD WALL, SEE PLAN 4.WALL SHEATHING, SEE SHEARWALL SCHEDULE 5.EDGE NAILING, SEE SHEARWALL SCHEDULE 6.FULL HEIGHT 2x BLOCKING W/ A35 CLIP BETWEEN EACH JOIST 7.BOUNDARY NAILING, SEE PLAN 8.ROOF SHEATHING, SEE PLAN 9.CONT 2x FULL-HEIGHT BLOCK 10.2x6 WALL STUDS AT 24" O.C. 11.CONT SHAPED BLOCK W/ 16d NAIL AT 12" O.C. 12.(2) 2x6 BLOCKS BETWEEN EACH TRUSS W/ LUS26-2 HANGER EACH END 13.CONT 2x BOTTOM PLATE W/ #10x4" LONG SCREWS AT 8" O.C. AND (2) SCREWS INTO EACH TRUSS 14.CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 15.16d TOENAIL EACH SIDE OF JOIST 16.WOOD JOIST W/ CLIP, SEE PLAN 17.H2.5A CLIP AT EACH STUD NOTE: A.SLOPE, WATERPROOF AND DRAIN PER ARCH B.TRUSS MANUFACTURER SHALL DESIGN TRUSSES FOR THE FOLLOWING VERTICAL LOADS (ASD), DL=450# SL=750# WL=250# FROM TOWER WALL BEARING ON TRUSS 1 2 3 58 7 4 9 13 16 8 10 14 6 7 11 15 5 210 PREFAB TRUSS AT WOOD STUD WALL NO SCALE KEYNOTES: 1.WOOD TRUSS W/ CLIP, SEE PLAN 2.CONT TRIPLE 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 3.WOOD STUD WALL, SEE PLAN 4.WALL SHEATHING, SEE SHEARWALL SCHEDULE 5.EDGE NAILING, SEE SHEARWALL SCHEDULE 6.FULL HEIGHT 2x BLOCKING W/ A35 CLIP BETWEEN EACH JOIST 7.BOUNDARY NAILING, SEE PLAN 8.ROOF SHEATHING, SEE PLAN 9.CONT 2x FULL-HEIGHT BLOCK 10.2x6 WALL STUDS AT 24" O.C. 11.PROVIDE 2x BLOCKING AT PANEL EDGE PER SHEARWALL SCHEDULE 12.CONT SHAPED BLOCK W/ 16d NAIL AT 12" O.C. 13.WOOD JOIST W/ CLIP, SEE PLAN 14.16d TOENAIL EACH SIDE OF JOIST 15.CONT 2x BOTTOM PLATE W/ #10x4" LONG SCREWS AT 8" O.C. AND (2) SCREWS INTO EACH TRUSS 16.(2) 2x6 BLOCKS BETWEEN EACH TRUSS W/ LUS26-2 HANGER EACH END 17.H2.5A CLIP AT EACH STUD 18.NO SPLICE IN WALL SHEATHING NOTE: A.SLOPE, WATERPROOF AND DRAIN PER ARCH B.TRUSS MANUFACTURER SHALL DESIGN TRUSSES FOR THE FOLLOWING VERTICAL LOADS (ASD), DL=425# SL=700# WL=300# FROM TOWER WALL BEARING ON TRUSS 1 2 3 5 4 8 7 4 515 10 55 11 16 15 5 9 10 4 5 13 6 8 7 12 14 6 7 12 14 5 12 17 17 18 17 1 KEYNOTES: 1.WOOD DRAG TRUSS ALIGNED W/ SHEARWALL 2.EDGE NAILING, SEE SHEARWALL SCHEDULE 3.CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 4.WOOD STUD WALL TO BE FRAMED WITH 2x4 WALL STUDS AT 16" O.C.. ATTACH EACH STUD TO TOP AND BOTTOM PLATES W/ (2) #8 SCREWS OR (2) #10 TOESCREWS 5.WALL SHEATHING, SEE SHEARWALL SCHEDULE 6.ROOF SHEATHING, SEE PLAN 7.NO SPLICE IN SHEATHING AT TOP PLATE OF SUSPENDED WALL 8.ATTACH DRAG TRUSS TO DBL TOP PLATE W/ SIMPSON A35 CLIP AT 24" O.C. 9.BOUNDARY NAILING, SEE PLAN 209 SUSPENDED WALL AT WOOD TRUSS NO SCALE 8 5 6 7 2 4 3 9 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S4.2 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 ROOF FRAMING DETAILS PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION PROJECT MANAGER:CAD OPERATOR:JOB NO.: fax : 208.227.8405 1020 E. Lincoln Road Idaho Falls , ID 83401 Structural Engineering phone : 208.227.8404 23-301 CJB CJB ID DA T E DE S C R I P T I O N STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S4.2 CIVIL 30 5 1st ST R E E T , ID A H O FA L L S ,ID 83 4 0 1 PH : 20 8 .75 7 .57 0 0 22007 GO O D 2 GO 10 4 - RE X B U R G ID TB D RE X B U R G , ID 83 4 4 0 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS , ID 83401 PHONE: (208) 227-8404 8/14 /20 2 3 MUSGROVE ENGINEERING, P .A. 645 W. 25TH ST. IDAHO FALLS , ID 83402 PHONE: (208) 523-2862 TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 2 3 RE S I N AR C H I T E C T U R E , LL C . TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 2 3 RE S I N AR C H I T E C T U R E , LL C . MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS , ID 83401 PHONE: (208) 681-8590 ROOF FRAMING DETAILS PR E L I M I N A R Y FO R RE V I E W NO T FO R CO N S T R U C T I O N 211 PREFAB TRUSS AT WOOD STUD WALL NO SCALE KEYNOTES: 1.WOOD TRUSS W/ CLIPS, SEE PLAN. TRUSS MANUFACTURER TO DESIGN TRUSS FOR THE FOLLOWING LOADS AT LOCATION OF KICKER ATTACHMENT (ASD): WIND = 180 PLF 2.CONT TRIPLE 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL. SHAPE TOP PLATE AS REQUIRED FOR SLOPE OF ROOF 3.WOOD STUD WALL, SEE PLAN 4.WALL SHEATHING, SEE SHEARWALL SCHEDULE 5.EDGE NAILING, SEE SHEARWALL SCHEDULE 6.A34 CLIP AT EACH KICKER INSTALL W/ #9x11/2" LONG SDS SCREWS 7.BOUNDARY NAILING, SEE PLAN 8.ROOF SHEATHING, SEE PLAN 9.2x FULL-HEIGHT BLOCK 10.2x6 WALL STUDS AT 24" O.C. 11.PROVIDE 2x BLOCKING AT PANEL EDGE PER SHEARWALL SCHEDULE 12.2x4 BLOCK BETWEEN EACH TRUSS W/ PF24A HANGER EACH END 13.CONT 2x BOTTOM PLATE W/ 16d NAILS AT 4" O.C. 14.2x6 KICKER BRACE AT 24" O.C. W/ (5) 16d NAILS INTO STUD AS SHOWN 15.CONT 2x BOTTOM PLATE W/ 4" LONG #10 SCREWS AT 8" O.C. AND (2) INTO EACH JOIST 16.NO SPLICE IN WALL SHEATHING NOTE: A.SLOPE, WATERPROOF AND DRAIN PER ARCH B.TRUSS MANUFACTURER SHALL DESIGN TRUSS FOR VERTICAL ±180# (ASD) WIND LOAD FROM PARAPET KICKER BRACE 1 2 3 5 4 8 7 4 5 13 10 H (4'-0" MA X ) 4 55 11 1 18 2/3 H 6 7 12 15 5 14 9 16 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL AS-101 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 ARCHITECTURAL SITE PLAN PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION SITE PL AN GENERAL NOTES A. FOR UTILITIES, GRADING AND DRAINAGE SITE SEE CIVIL PLANS. SITE PL AN LEGEND LANDSCAPE AREA - SEE LANDSCAPE PLANS CONCRETE - SEE CIVIL ASPHALT - SEE CIVIL GRAVEL - SEE CIVIL PROPERTY LINE SETBACKS EASEMENTS OVERHEAD POWER UNDERGROUND POWER STORM DRAIN SANITARY SEWAR WATER COMPRESSED AIR CENTER LINE ARCHITECTURAL SITE PLAN KEYNOTES A1 A8 A9 A14 A30 A32 A36 A37 C1 E1 E3 E4 E5 E7 E8 E10 E11 E14 M20 M21 M22 M24 P6 P15 P17 Q4 Q5 <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> 26 00 00 Electrical 26 00 00 Electrical 26 00 00 Electrical 26 00 00 Electrical 26 00 00 Electrical 26 00 00 Electrical <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> 22 00 00 Plumbing <Undefined> <Undefined> <Undefined> <Undefined> RECESSED EMERGENCY KEY BOX DUMPSTER GAS TANK FIRE HYDRANT BOLLARD GREASE INTERCEPTOR - SEE PLUMBING SHELF, PROVIDE BLOCKING - O.F.O.I DOOR OPERATION SWITCH - SEE ELECTRICAL CURB AND GUTTER - SEE CIVIL PLANS ELECTRICAL METER, SEE ELECTRICAL TRANSFORMER SWITCHBOARD EMERGENCY FUEL SHUTOFF PUMP EMERGENCY FUEL SHUT OFF BUTTON - SEE ELECTRICAL STREET LAMP PYLON SIGN DESIGNED BY OTHERS - PROVIDE POWER - SEE ELECTRICAL HIGHWAY HI-RISE SIGN, DESIGN BY OTHERS- PROVIDE POWER AND DATA SIGN - PROVIDE CONDUIT, POWER AND DATA FOR FUTURE SIGN TRANSFORMER - SEE ELECTRICAL ICE MERCHANDISER FIREWOOD DISPLAY PROPANE CAGE EXTERIOR STORAGE RACK WATER METER, SEE PLUMBING HOSEBIBB- SEE PLUMBING WATER METER - SEE PLUMBING DEF REMOTE FILL CONTAINER TIRE FILLING AIR STTION. O.F.O.I. - PROVIDE ELECTRICAL SEE ELECTRICAL 10 11 12 13 14 1817 1 2 3 4 5 6 28 27 26 25 24 23 22 41 40 39 38 37 36 35 34 33 32 31 30 29 19 20 21 22 23 N 7 8 J J 4 AS-102 2 AS-102 1 AS-102 1 FC-102 1 FC-103 6 AS-102 37.84' 123.17' 149.666' 53' 24' 3.5' -0.000' A8 E8 A8 A14 E7 E7 E7 E7 E7 E7 C1 C1 C1 E10 P15 E5 A1 E5 E14 A30A30A30 UNIVERSITY BLVD. MC CULLOCH RD. FF:4852.30 SEE CIVIL 8,078.5 sq ft E3 P6P6 E1 A4 E11 A32P17P17 Rusty Taco Tenant 200 BUILDING FOOTPRINT SCALE: 1" = 30'1 ARCHITECTURAL SITE PLAN 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL AS-101 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/12/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 ARCHITECTURAL SITE PLAN PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION SITE PL AN GENERAL NOTES A. FOR UTILITIES, GRADING AND DRAINAGE SITE SEE CIVIL PLANS. SITE PL AN LEGEND LANDSCAPE AREA - SEE LANDSCAPE PLANS CONCRETE - SEE CIVIL ASPHALT - SEE CIVIL GRAVEL - SEE CIVIL PROPERTY LINE SETBACKS EASEMENTS OVERHEAD POWER UNDERGROUND POWER STORM DRAIN SANITARY SEWAR WATER COMPRESSED AIR CENTER LINE ARCHITECTURAL SITE PLAN KEYNOTES A1 A8 A9 A14 A30 A32 A36 A37 C1 E1 E3 E4 E5 E7 E8 E10 E11 E14 M20 M21 M22 M24 P6 P15 P17 Q4 Q5 <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> 26 00 00 Electrical 26 00 00 Electrical 26 00 00 Electrical 26 00 00 Electrical 26 00 00 Electrical 26 00 00 Electrical <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> 22 00 00 Plumbing <Undefined> <Undefined> <Undefined> <Undefined> RECESSED EMERGENCY KEY BOX DUMPSTER GAS TANK FIRE HYDRANT BOLLARD GREASE INTERCEPTOR - SEE PLUMBING SHELF, PROVIDE BLOCKING - O.F.O.I DOOR OPERATION SWITCH - SEE ELECTRICAL CURB AND GUTTER - SEE CIVIL PLANS ELECTRICAL METER, SEE ELECTRICAL TRANSFORMER SWITCHBOARD EMERGENCY FUEL SHUTOFF PUMP EMERGENCY FUEL SHUT OFF BUTTON - SEE ELECTRICAL STREET LAMP PYLON SIGN DESIGNED BY OTHERS - PROVIDE POWER - SEE ELECTRICAL HIGHWAY HI-RISE SIGN, DESIGN BY OTHERS- PROVIDE POWER AND DATA SIGN - PROVIDE CONDUIT, POWER AND DATA FOR FUTURE SIGN TRANSFORMER - SEE ELECTRICAL ICE MERCHANDISER FIREWOOD DISPLAY PROPANE CAGE EXTERIOR STORAGE RACK WATER METER, SEE PLUMBING HOSEBIBB- SEE PLUMBING WATER METER - SEE PLUMBING DEF REMOTE FILL CONTAINER TIRE FILLING AIR STTION. O.F.O.I. - PROVIDE ELECTRICAL SEE ELECTRICAL 10 11 12 13 14 1817 1 2 3 4 5 6 28 27 26 25 24 23 22 41 40 39 38 37 36 35 34 33 32 31 30 29 19 20 21 22 23 N 7 8 J J 4 AS-102 2 AS-102 1 AS-102 1 FC-102 1 FC-103 6 AS-102 37.84' 123.17' 149.666' 53' 24' 3.5' -0.000' A8 E8 A8 A14 E7 E7 E7 E7 E7 E7 C1 C1 C1 E10 P15 E5 A1 E5 E14 A30A30A30 UNIVERSITY BLVD. MC CULLOCH RD. FF:4852.30 SEE CIVIL 8,078.5 sq ft E3 P6P6 E1 A4 E11 A32P17P17 Rusty Taco Tenant 200 BUILDING FOOTPRINT SCALE: 1" = 30'1 ARCHITECTURAL SITE PLAN ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL AS-102 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 ENLARGED SITE PLAN PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION SITE PL AN GENERAL NOTESA. FOR UTILITIES, GRADING AND DRAINAGE SITE SEE CIVIL PLANS. SITE PL AN LEGEND LANDSCAPE AREA - SEE LANDSCAPE PLANS CONCRETE - SEE CIVIL ASPHALT - SEE CIVIL GRAVEL - SEE CIVIL PROPERTY LINE SETBACKS EASEMENTS OVERHEAD POWER UNDERGROUND POWER STORM DRAIN SANITARY SEWAR WATER COMPRESSED AIR CENTER LINE ARCHITECTURAL SITE PLAN KEYNOTES A1 A8 A9 A14 A30 A32 A36 A37 C1 E1 E3 E4 E5 E7 E8 E10 E11 E14 M20 M21 M22 M24 P6 P15 P17 Q4 Q5 <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> 26 00 00 Electrical 26 00 00 Electrical 26 00 00 Electrical 26 00 00 Electrical 26 00 00 Electrical 26 00 00 Electrical <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> 22 00 00 Plumbing <Undefined> <Undefined> <Undefined> <Undefined> RECESSED EMERGENCY KEY BOX DUMPSTER GAS TANK FIRE HYDRANT BOLLARD GREASE INTERCEPTOR - SEE PLUMBING SHELF, PROVIDE BLOCKING - O.F.O.I DOOR OPERATION SWITCH - SEE ELECTRICAL CURB AND GUTTER - SEE CIVIL PLANS ELECTRICAL METER, SEE ELECTRICAL TRANSFORMER SWITCHBOARD EMERGENCY FUEL SHUTOFF PUMP EMERGENCY FUEL SHUT OFF BUTTON - SEE ELECTRICAL STREET LAMP PYLON SIGN DESIGNED BY OTHERS - PROVIDE POWER - SEE ELECTRICAL HIGHWAY HI-RISE SIGN, DESIGN BY OTHERS- PROVIDE POWER AND DATA SIGN - PROVIDE CONDUIT, POWER AND DATA FOR FUTURE SIGN TRANSFORMER - SEE ELECTRICAL ICE MERCHANDISER FIREWOOD DISPLAY PROPANE CAGE EXTERIOR STORAGE RACK WATER METER, SEE PLUMBING HOSEBIBB- SEE PLUMBING WATER METER - SEE PLUMBING DEF REMOTE FILL CONTAINER TIRE FILLING AIR STTION. O.F.O.I. - PROVIDE ELECTRICAL SEE ELECTRICAL 28 9'-0" 9'-0" 1'-4"10'-8"1'-4" 6" 1'-4" 6" 17'-8" 22'-4" 1 AS-103 2 AS-103 55 AS-102 A8A8 A30A30 E7 7'-6" 2'-6" 3'-0" 2'-0" 6"1'-8" 3'-4" 5'-0" 3 3 AS-102 A30 6" 6" 6" E4 A30 Q5 P16 A30 3'-6" 1'-0" 7" SHUT OFF VALVE EMERGENCY FUEL SHUT OFF PUSH SIGN 6"X6" HSS STEEL TUBING 6"X6" STEEL TUBING, POWDER COATED 05 05 13 10"X10" STEEL PLATE BOLTED DOWN WITH ANCHOR BOLTS, PLATE POWDER COATED 05 05 13 4'-0" 3'-4" A30 A30 Q4 3 AS-103 PRECAST WALL CAP EXPANSION JOINT @ COLUMNS reference detail, TYP. WALL ASSEMBLY 0'-8" Masonry - Structural Undefined COLUMN ASSEMBLY 1'-6" Masonry - Split Face 04 20 00 Unit Masonry SPLIT FACE CMU WITH 50% OF SPLIT FACE FACING OUT AND 50% OF SPLIT FACE FACING IN, RANDOM MIX TO BE PROPOSED BY MASON 2'-6" 2'-4" E.Q.E.Q. E.Q. E.Q. S-11 E4 SCALE: 1/8" = 1'-0"1 TRASH ENCLOSURE SCALE: 1/8" = 1'-0"2 PAD AT SHUT OFF SCALE: 1/2" = 1'-0"3 EMERGENCY SHUT OFF SCALE: 1/4" = 1'-0"4 DEF FILL STATION SCALE: 1/2" = 1'-0"5 WALL SECTION A.5/1 SCALE: 1/4" = 1'-0" 6 FUEL SHUT OFF CONCRETE PAD 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL AS-103 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 SITE DETAILS PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION SITE PL AN GENERAL NOTESA. FOR UTILITIES, GRADING AND DRAINAGE SITE SEE CIVIL PLANS. SITE PL AN LEGEND LANDSCAPE AREA - SEE LANDSCAPE PLANS CONCRETE - SEE CIVIL ASPHALT - SEE CIVIL GRAVEL - SEE CIVIL PROPERTY LINE SETBACKS EASEMENTS OVERHEAD POWER UNDERGROUND POWER STORM DRAIN SANITARY SEWAR WATER COMPRESSED AIR CENTER LINE ARCHITECTURAL SITE PLAN KEYNOTES A1 A8 A9 A14 A30 A32 A36 A37 C1 E1 E3 E4 E5 E7 E8 E10 E11 E14 M20 M21 M22 M24 P6 P15 P17 Q4 Q5 <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> 26 00 00 Electrical 26 00 00 Electrical 26 00 00 Electrical 26 00 00 Electrical 26 00 00 Electrical 26 00 00 Electrical <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> 22 00 00 Plumbing <Undefined> <Undefined> <Undefined> <Undefined> RECESSED EMERGENCY KEY BOX DUMPSTER GAS TANK FIRE HYDRANT BOLLARD GREASE INTERCEPTOR - SEE PLUMBING SHELF, PROVIDE BLOCKING - O.F.O.I DOOR OPERATION SWITCH - SEE ELECTRICAL CURB AND GUTTER - SEE CIVIL PLANS ELECTRICAL METER, SEE ELECTRICAL TRANSFORMER SWITCHBOARD EMERGENCY FUEL SHUTOFF PUMP EMERGENCY FUEL SHUT OFF BUTTON - SEE ELECTRICAL STREET LAMP PYLON SIGN DESIGNED BY OTHERS - PROVIDE POWER - SEE ELECTRICAL HIGHWAY HI-RISE SIGN, DESIGN BY OTHERS- PROVIDE POWER AND DATA SIGN - PROVIDE CONDUIT, POWER AND DATA FOR FUTURE SIGN TRANSFORMER - SEE ELECTRICAL ICE MERCHANDISER FIREWOOD DISPLAY PROPANE CAGE EXTERIOR STORAGE RACK WATER METER, SEE PLUMBING HOSEBIBB- SEE PLUMBING WATER METER - SEE PLUMBING DEF REMOTE FILL CONTAINER TIRE FILLING AIR STTION. O.F.O.I. - PROVIDE ELECTRICAL SEE ELECTRICAL 2 AS-102 2'-0" 6'-0" 6"X6" CONCRETE PROTECTION CURB SPLIT FACE CMU WITH 50% OF SPLIT FACE FACING OUT AND 50% OF SPLIT FACE FACING IN, RANDOM MIX TO BE PROPOSED BY MASON WALL ASSEMBLY 0'-8" Masonry - Structural PRE-CAST CONCRETE CAP, TYP. FOOTING - SEE STRUCTURAL PLAIN FACE GRAY CMU BLOCK STEM WALL - SEE STRUCTURAL 2 AS-102 2'-0" 6'-8" 6"X6" CONCRETE PROTECTION CURB NOTE: #4 REBAR REINFORCING TO BE LOCATED AT EACH CORNER TO RUN THE FULL HEIGHT OF THE COLUMN. #3 TIES TO BE 48" O.C. PRE-CAST CONCRETE CAP, TYP. FOOTING - SEE STRUCTURAL PLAIN FACE GRAY CMU BLOCK STEM WALL - SEE STRUCTURALE.Q. E.Q. 2" 2" STANDARD ANCHOR SYSTEM SPACED PER MANUFACTURER RECOMMENDATIONS, TYP. PRECAST CONCRETE CAP 1/4"x1/4" KURF CUT DRIP EDGE 7 5/8" Split Face CMU 04 20 00 Unit Masonry SEE STRUCTURAL AND ARCHITECTURAL PLANS FOR CONTROL JOINT LOCATIONS 1. DEPTH OF CAULKING ONE HALF THE WIDTH OF THE HEAD JOINT NOTES: WIDTH OF HEAD JOINT CAULKING DETAIL N.T.S. BACKER ROD CONTROL JOINT 3 4"~x48" SMOOTH DOWEL, GREASE OR SLEEVE HORIZONTAL REINFORCING SEE CAULKING DETAIL VERTICAL REINFORCING 1'-6" DIA6" MIN. 3'-0" MIN. 4'-0" EVERYWHERE EXCEPT AS NOTED BELOW 3'-0" @ PROPANE TANK 3'-0" @ TRANSFORMER CONCRETE FOOTING 18" DIA SONOTUBE SIDEWALK 6" DIA. STD. GALV. STEEL PIPE FILLED W/ CONCRETE (ADD PLASTIC SLEEVE COVER OVER BOLLARD, COLOR DETERMINED BY OWNER) MIN. 0.188" WALL THICKNESS POSITIVE SLOPE AWAY FROM BOLLARD FIBER EXPANSION BOARD 1'-6" DIA6" MIN. 3'-0" MIN. 4'-0" 2'-8" CONCRETE FOOTING 18" DIA SONOTUBE SIDEWALK 6" DIA. STD. GALV. STEEL PIPE FILLED W/ CONCRETE (ADD PLASTIC SLEEVE COVER OVER BOLLARD, COLOR DETERMINED BY OWNER) MIN. 0.188" WALL THICKNESS POSITIVE SLOPE AWAY FROM BOLLARD ADA PARKING STALL SIGN 2" METAL SQUARE POST FIBER EXPANSION BOARD SCALE: 1/2" = 1'-0"2 CMU FENCE W/ CURB SCALE: 1/2" = 1'-0"1 WALL SECTION A.5/1 SCALE: 1 1/2"= 1'-0"3 FENCE COLUMN CAP SCALE: 3/4" = 1'-0"4 TYP. CMU EXPANSION JOINT SCALE: 1/2" = 1'-0" 5 BOLLARD DETAIL SCALE: 1/2" = 1'-0" 6 BOLLARD DETAIL (1) 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL FC-101 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 FUEL LINE SCHEMATIC PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION 10 11 12 13 14 15 16 1817 1 2 3 4 5 6 28 27 26 25 24 23 22 41 40 39 38 37 36 35 34 33 32 31 30 29 19 20 21 22 23 N 7 8 37'-10 5/64" 123'-2 3/64" 149'-8" 53'-0" 60'-0" 97'-10 3/8" 105'-9 29/64" 63'-0" 0" A30 NOTES: PREMIUM ETHANOL FREE ULEADED UNLEADED 20K DIESEL 10K EFP 5K PREMIUM 10K ULEADED FF:4852.30 SEE CIVIL 8,078 sq ft E4 A30 Q?P A30 S-11 E4 BUILDING FOOTPRINT SCALE: 1" = 20' 1 FUEL LINE SITE PLAN 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL FC-101 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/12/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 FUEL LINE SCHEMATIC PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION 10 11 12 13 14 1817 1 2 3 4 5 6 28 27 26 25 24 23 22 41 40 39 38 37 36 35 34 33 32 31 30 29 19 20 21 22 23 N 7 8 37'-10 5/64" 123'-2 3/64" 149'-8" 53'-0" 24'-0" 3'-6" 0" NOTES: PREMIUM ETHANOL FREE ULEADED UNLEADED 20K DIESEL 10K EFP 5K PREMIUM 10K ULEADED DEF 6K DIESEL FF:4852.30 SEE CIVIL 8,078 sq ftBUILDING FOOTPRINT SCALE: 1" = 20' 1 FUEL LINE SITE PLAN ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL FC-102 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 FUEL TANK DETAIL BASIS OF DESIGN PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION EQ.38'-9"EQ. 40'-9" EQ. 10'-6" 3'-0" 10'-6" EQ.53'-0" 2 FC-102 UNLEADED 20K DIESEL 10K EFP 5K PREMIUM 10K 3'-0" 1'-0" 3'-0" 1'-0" 9'-3" DIA 10'-8" DIA 8.0 PIPE BURIAL REQUIREMENTS OPW-FCS's flexible piping and access piping are strong,yet still flexible, piping systems and must be buried in such a manner that they will not compress. The burial requirements depend on proper pipe trenching, backfill material and burial depth. Follow these instructions for warranty compliance: 8.1 Trench Sizing Piping trenches should be dug in such a manner that the trench width is equal to at least twice the width of all the flexible pipes contained within. All piping within the trench should be separated by the outside diameter of the piping being installed with a required minimum of 2" (SO mm) of separation for all piping. Trench turns should be sweeping rather than sharp angles. The bottom of the trench should be compacted and as uniform as possible to eliminate high spots to insure an even layer of bedding material under the pipe. Remove all sharp rocks and debris from the trench bot-tom before bedding material is installed. 8.2 Bedding &Backfill Materials Approved bedding and backfill materials for OPW-FCS's flexi- ble piping,sumps and Access piping shall meet the following specifications: 8.2.1 Pea Gravel Rounded pea gravel is permitted with a minimum diameter of 1/8"and a maximum diameter of 3/4". 8.2.2 Crushed Stone Crushed stone is permitted providing it shall be washed clean and be of the free flowing type with an angular stone size between 1/8" and 1/2".(Meets ASTM C-33 paragraph 9.1 requirements.) 8.2.3 Sand Sand backfill is permitted providing it shall be washed clean and is free flowing with a maximum content of 10% fines. When backfilling, make sure sand is evenly distributed and fully compacted under and fully around the piping. NOTE: should be clean and free from ice and snow and debris. Using material other than those described above without written approval from OPW will void the product warranty. 8.3 Flexible Pipe Sloping If a continuous slope or "fall" is required from the last dis-penser on a piping run to the tank, then the tanks should be buried at a sufficient depth and the pipe entry height into the dispenser sump should be of sufficient elevation so that l /8" of fall per linear foot is maintained. 8.3.1 Pressure Piping Systems If the full system warranty is desired, the difference in eleva- tion of the piping between two dispenser sumps must not be greater than 30".A pipe sensor must also be placed in the terminating dispenser sump or tank sump, whichever is at a lower elevation. NOTE:than that which is previously stated. 8.3.2 Suction Piping Systems Sloping the OPW-FCS flexible piping from the dispenser back to the tank is always required for suction piping systems where maintaining prime is necessary. Shallow dispenser sumps are recommended for use in this application. 8.4 PipeTrench Backfilling Backfilling of the flexible Piping System should occur only after the final integrity testing has been performed on both the primary and the secondary of the pipe. Prior to backfill- ing completely,hand shovel the backfill material between and to the outside of the pipe to maintain the minimum re- quired spacing between the pipes and walls of the trench.Final backfilling shall be done slowly and evenly in 4" to 6" layers as not to disturb the spacing of the pipe and to insure no voids are present in the backfill. An additional air test is recommended after backfilling to insure the backfill process has not damaged the pipe. 8.5 Overburden The type of surface installed above the piping can have an overloading effect on the flexible piping.Follow the overbur-den specifications below for product warranty compliance. CAUTION: FlexWorks piping and Access piping can be punctured by grade stakes or other sharp objects driven into the ground. The use of tracer tape or a schematic of the underground piping should be kept 8.5.1 Unpaved Surfaces If the surface is unpaved,then a minimum of 18"(457mm)of approved backfill material should be installed between the top of all flexible piping and the top of the ground surface. 8.5.2 2 Paved Surfaces If the surface is paved with either asphalt or concrete the total amount of pavement plus approved backfill material shall be a minimum of 18" (457mm) between the top of ei-ther the flexible piping and the top of the paved surface. 8.5.3 Access Pipe Burial Whether the surface is paved or unpaved with either asphalt or concrete then there shall be a minimum of 16"(406mm) between the top of the Access Pipe and the top of the paved or unpaved surface. 9.0 FLEX PIPING OPTIONS The OPW's Piping System offers several types of pipe cou-pling options.These options,in turn,allow for a variety of piping application options for the flexible pipe used in both pressure piping systems and suction piping systems. 1. PIPE INSTALLED BY OTHERS/ EXCAVATION AND BACKFILL BY CONTRACTOR NOTES: UNLEADED PREMIUM DIESEL ETHANOL FREE FRONT GAS PUMPS NOTE: SEE FLEXWORKS-ATTATCHED FINISH GRADE DIESEL DEF TRUCK FUEL PUMPS NOTE: SEE FLEXWORKS-ATTATCHED FINISH GRADE 2'-4 1/2" MIN. 4'-0" MIN. 6" 1'-6" MIN. 6"4 1/2"6"4 1/2"6"4 1/2"6"4 1/2"6" 2'-4 1/2" MIN. 4'-10 1/2" MIN. 6"4 1/2"6"4 1/2"3'-1 1/2" NOTES: A 36" FROM FINISHED GRADE TO TOP OF TANKS B TANK HOLE TO HAVE 12" MINIMUM OF BEDDING UNDER TANKS C TANKS TO BE INSTALLED BY OTHERS D ALL EXCAVATION AND BACKFILL BY CONTRACTOR SCALE: 1/8" = 1'-0" 1 ENLARGED ARCHITECTURAL SITE PLAN SCALE: 1/4" = 1'-0" 2 FUEL TANK SCALE: 1 1/2"= 1'-0" 3 TRENCHES SCALE: 1/4" = 1'-0" 4 FUEL TANKS - BASIS OF DESIGN 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL FC-102 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/12/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 FUEL TANK DETAIL BASIS OF DESIGN PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION EQ. 42'-8 3/8" EQ. 38'-0" E.Q. 8'-0" 2'-5" 10'-6" 2'-5" 10'-8" EQ.47'-0" 2 FC-102 UNLEADED 20K DIESEL 10K EFP 5K PREMIUM 10K DEF 6K 2'-10" 1'-0" 3'-0" 1'-0" 3'-6" 3'-0" 9'-3" DIA 10'-8" DIA 8'-0" DIA 8 .0 PIPE B URIAL REQUIREMENTS OPW-FCS's flexible piping and access piping are strong,yet still flexible, piping systems and must be buried in such a manner that they will not compress. The burial requirements depend on proper pipe trenching, backfill material and burial depth. Follow these instructions for warranty compliance: 8 .1 Tre nc h S iz ing Piping trenches should be dug in such a manner that the trench width is equal to at least twice the width of all the flexible pipes contained within. All piping within the trench should be separated by the outside diameter of the piping being installed with a required minimum of 2" (SO mm) of separation for all piping. Trench turns should be sweeping rather than sharp angles. The bottom of the trench should be compacted and as uniform as possible to eliminate high spots to insure an even layer of bedding material under the pipe. Remove all sharp rocks and debris from the trench bot-tom before bedding material is installed. 8.2 B e dd ing &Ba c kfill Ma te rials Approved bedding and backfill materials for OPW-FCS's flexi- ble piping,sumps and Access piping shall meet the following specifications: 8.2 .1 Pe a Grave l Rounded pea gravel is permitted with a minimum diameter of 1/8"and a maximum diameter of 3/4". 8.2 .2 Crus h e d S to ne Crushed stone is permitted providing it shall be washed clean and be of the free flowing type with an angular stone size between 1/8" and 1/2".(Meets ASTM C-33 paragraph 9.1 requirements.) 8.2 .3 S and Sand backfill is permitted providing it shall be washed clean and is free flowing with a maximum content of 10% fines. When backfilling, make sure sand is evenly distributed and fully compacted under and fully around the piping. NOTE: s ho u ld be c le a n a n d fre e fro m ic e a nd s no w and d e bris . Us ing mate rial o th e r tha n tho s e de s c rib e d abo ve w itho ut writte n app ro v al fro m OP W will v o id the pro duc t warranty. 8.3 Fle x ible Pipe S lo pin g If a continuous slope or "fall" is required from the last dis-penser on a piping run to the tank, then the tanks should be buried at a sufficient depth and the pipe entry height into the dispenser sump should be of sufficient elevation so that l /8" of fall per linear foot is maintained. 8.3 .1 Pre s s ure Pip ing S y s te ms If the full system warranty is desired, the difference in eleva- tion of the piping between two dispenser sumps must not be greater than 30".A pipe sensor must also be placed in the terminating dispenser sump or tank sump, whichever is at a lower elevation. NOTE:th an th at whic h is p re vio u s ly s tate d. 8.3 .2 S uc tio n P ipin g S ys te ms Sloping the OPW-FCS flexible piping from the dispenser back to the tank is always required for suction piping systems where maintaining prime is necessary. Shallow dispenser sumps are recommended for use in this application. 8.4 P ipe Tre nc h Ba c kfillin g Backfilling of the flexible Piping System should occur only after the final integrity testing has been performed on both the primary and the secondary of the pipe. Prior to backfill- ing completely,hand shovel the backfill material between and to the outside of the pipe to maintain the minimum re- quired spacing between the pipes and walls of the trench.Final backfilling shall be done slowly and evenly in 4" to 6" layers as not to disturb the spacing of the pipe and to insure no voids are present in the backfill. An additional air test is recommended after backfilling to insure the backfill process has not damaged the pipe. 8.5 Ov e rb u rde n The type of surface installed above the piping can have an overloading effect on the flexible piping.Follow the overbur-den specifications below for product warranty compliance. CAUTION: Fle x Wo rks pip ing a nd Ac c e s s pip ing c a n be punc tu re d by g rade s take s o r o th e r s harp o bje c ts drive n into th e g ro und . The us e o f tra c e r ta pe o r a s c he ma tic o f the unde rg ro und p ipin g s h o uld b e ke pt 8 .5.1 Unpave d S urfac e s If the surface is unpaved,then a minimum of 18"(457mm)of approved backfill material should be installed between the top of all flexible piping and the top of the ground surface. 8.5.2 2 Pa ve d S u rfa c e s If the surface is paved with either asphalt or concrete the total amount of pavement plus approved backfill material shall be a minimum of 18" (457mm) between the top of ei-ther the flexible piping and the top of the paved surface. 8.5.3 Ac c e s s Pipe Bu ria l Whether the surface is paved or unpaved with either asphalt or concrete then there shall be a minimum of 16"(406mm) between the top of the Access Pipe and the top of the paved or unpaved surface. 9.0 FLEX PIPING OPTIONS The OPW's Piping System offers several types of pipe cou-pling options.These options,in turn,allow for a variety of piping application options for the flexible pipe used in both pressure piping systems and suction piping systems. 1. PIPE INSTALLED BY OTHERS/ EXCAVATION AND BACKFILL BY CONTRACTOR NOTES: UNLEADED PREMIUM DIESEL ETHANOL FREE FRONT GAS PUMPS NOTE: SEE FLEXWORKS-ATTATCHED FINISH GRADE DIESEL DEF TRUCK FUEL PUMPS NOTE: SEE FLEXWORKS-ATTATCHED FINISH GRADE 2'-4 1/2" MIN. 4'-0" MIN. 6" 1'-6" MIN. 6"4 1/2"6"4 1/2"6"4 1/2"6"4 1/2"6" 2'-4 1/2" MIN. 4'-10 1/2" MIN. 6"4 1/2"6"4 1/2"3'-1 1/2" NOTES: A 36" FROM FINISHED GRADE TO TOP OF TANKS B TANK HOLE TO HAVE 12" MINIMUM OF BEDDING UNDER TANKS C TANKS TO BE INSTALLED BY OTHERS D ALL EXCAVATION AND BACKFILL BY CONTRACTOR SCALE: 1/8" = 1'-0" 1 ENLARGED ARCHITECTURAL SITE PLAN SCALE: 1/4" = 1'-0" 2 FUEL TANK SCALE: 1 1/2"= 1'-0" 3 TRENCHES SCALE: 1/4" = 1'-0" 4 FUEL TANKS - BASIS OF DESIGN ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL FC-103 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 FUEL CANOPY DETAILS PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION 5'-0"138'-0"5'-0" 148'-0" 5'-0" 3'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 3'-0" 5'-0" 5'-0" 55'-0" 5'-0" 65'-0" 27'-6" 10'-0"27'-6"27'-6"27'-6"27'-6" 2 FC-103 2 FC-103 3 FC-103 63'-0" 16'-0"47'-0" 4'-6" 1'-6" 15'-0" 4'-0" SEE CANOPY FUEL DISPENSER CONCRETE @ FINISH GRADE SQUARE COLUMN RAIN GUTTER SYSTEM TO SHEET FLOW DISPENSER MOUNTED FLUSH W/ GRADE 4'-0" SEE CANOPY DESIGN 1'-6" DIA 6" 3'-0" MIN. 4'-0" STEEL CANOPY COLUMN - SEE CANOPY DESIGN BY OTHERS ROOF DRAIN PIPE THRU COLUMN WHERE OCCURS - COORDINATE CONNECTION WITH CIVIL CONCRETE DRIVE SLAB AT CAR CANOPY - SEE CIVIL REINFORCING BAR DESIGN AND FOOTING DESIGN BY CANOPY ENGINEER ANCHOR BOLT BY CANOPY SOLID GROUT HEAT TAPE - SEE ELECTRICAL 18" DIA CIRCULAR FOOTING 6" DIA. STD. GALV. STEEL PIPE FILLED W/ CONCRETE (APPLY TWO COATS OF PAINT, EXACT COLOR TO BE DETERMINED BY OWNER) MIN. 0.188" WALL THICKNESS POSITIVE SLOPE AWAY FROM BOLLARD NOTE: BASIS OF DESIGN ONLY - SEE CANOPY AND CANOPY FOOTING DESIGN BY OTHERS SHEET FLOW ROOF DRAIN 4'-6" SEE CANOPY DESIGN SCALE: 1/8" = 1'-0" 1 FUEL CANOPY SCALE: 1/4" = 1'-0" 2 FUEL CANOPY SCALE: 1/2" = 1'-0" 3 CANOPY FOOTING DETAIL 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL A -100 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 FIRST FLOOR PLAN PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION FLOOR PL AN GENERAL NOTES A. ALL DIMENSIONS ARE SHOWN TO THE FACE OF WALL FRAMING UNLESS SPECIFICALLY NOTED OTHERWISE B. HINGE SIDE OF DOOR SHALL BE LOCATED 4" TO INSIDE CORNER OF INTERSECTING WALLS UNLESS SPECIFICALLY NOTED OTHERWISE C. SEE G-105 FOR TYPICAL DETAILS PERTAINING TO STANDARD, GRAB BAR BACKING, DOOR STOP BACKING, RECESSED FIRE CABINETS AND STAGGERED OUTLET DETAILS. D. ITEMS TAGGED WITH A "O", "M", "DB", "FS", AND "PB" DESIGNATION ARE DEFINED ON THE EQUIPMENT FLOOR PLAN LOCATED ON SHEET A-102. FLOOR PL AN LEGEND ROOM NAME ROOM NUMBER FLOOR PLAN KEYNOTES A1 A2 A4 A6 A37 E1 E3 E5 E15 E16 P6 P15 RECESSED EMERGENCY KEY BOX WALL MOUNTED FIRE EXTINGUISHER ROOF ACCESS LADDER WITH LOCKABLE RAIL GUARD AT BASE RECESSED FIRE EXTINGUISHER DOOR OPERATION SWITCH - SEE ELECTRICAL ELECTRICAL METER, SEE ELECTRICAL TRANSFORMER SWITCHBOARD EMERGENCY FUEL SHUT OFF BUTTON - SEE ELECTRICAL FUEL MANAGEMENT SYSTEM MONITOR- SEE ELECTRICAL TELEPHONE TERMINAL BOARD - SEE ELECTRICAL WATER METER, SEE PLUMBING HOSEBIBB- SEE PLUMBING 772 sq ft 22 11 B B D D C C 33 F E E A A N J J 1. A-401 1. A-402 1. A-403 1. A-405 1. A-405 6 A-402 B1 A-571 B1 A-571 A1 A-511 B3 A-571 B1 A-572 B1 A-511 B1 A-511 B1 A-511 B3 A-511 6'-4" 5'-5 5/8" 53'-0" 5'-0" 5'-0" 2 A-201 1 A-201 4 A-201 3 A-201 3 A-301 3 A-301 1 A-301 1 A-301 2 A-301 2 A-301 #DrgID #LayID 4 A-301 4 A-301 5 A-301 5 A-301 1,887 sq ft A6 A2 P6P6 E3 E3 E3 E1 A2 A1 A4 E5 E5 E5 P15 A37 A37 E15 E16 A1 A-571 B1 A-572 B1 A-511 A3 A-511 B1 A-501 A A 202106 301 B 104 110 A 113 103 A 103 B 102 200 A A 100 A AA 300 C 110 B B 100 B 300 A FREEZER 109 BEER 108 DISPLAY/PALLET 107 ELEC. 106 PACKAGE BEV 105 VESTIBULE 100 JAN. 113 WOMEN 112 MEN 111 OFFICE 103 KITCHEN 104 C-STORE 102 CIRCULATION 110 CIRCULATION 200 DINING 201 KITCHEN 202 POS 101 CIRCULATION 300 KITCHEN 301 SCALE: 1/8" = 1'-0"1 FIRST FLOOR PLAN 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL A -101 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 SLAB PENETRATION PLAN PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION A101 SLAB PENETRATION KEYNOTES A31 E6 FS30 P7 P8 P9 P12 CASEWORK LOCATION FLOOR MOUNT OUTLET MOP SINK, SEE PLUMBING FLOOR DRAIN - SEE PLUMBING FLOOR SINK - SINK PLUMBING FLOOR SINK, SEE PLUMBING FLOOR DRAIN - SEE PLUMBING 772 sq ft 22 11 B B D D C C 33 E E A A 8'-0"8'-0"21'-7 1/2"3'-9"3'-2"5'-6" 10'-1" 9'-0"6'-9" 7'-11 1/2" 1,887 sq ftP8 P8 P7P7 P7 P7P7 P12 P12 P8 P9 P13 P4FS29 E6 E6 E6 P7 P7 A31 A31 10'-0 1/2"5'-4"6'-2"15'-2"16'-11"12'-11"2'-6" A A 202106 301 B 104 110 A 113 103 A 103 B 102 200 A A 100 A AA 300 C 110 B B 100 B 300 A P8 FS30 FREEZER 109 BEER 108 DISPLAY/PALLET 107 ELEC. 106 PACKAGE BEV 105 VESTIBULE 100 JAN. 113 WOMEN 112 MEN 111 OFFICE 103 KITCHEN 104 C-STORE 102 CIRCULATION 110 CIRCULATION 200 DINING 201 KITCHEN 202 POS 101 CIRCULATION 300 KITCHEN 301 SL AB PENETRATION PL AN GENERAL NOTES A. ALL DIMENSIONS ARE SHOWN TO THE FACE OF WALL FRAMING UNLESS SPECIFICALLY NOTED OTHERWISE B. HINGE SIDE OF DOOR SHALL BE LOCATED 4" TO INSIDE CORNER OF INTERSECTING WALLS UNLESS SPECIFICALLY NOTED OTHERWISE C. SEE G-105 FOR TYPICAL DETAILS PERTAINING TO STANDARD, GRAB BAR BACKING, DOOR STOP BACKING, RECESSED FIRE CABINETS AND STAGGERED OUTLET DETAILS. D. ITEMS TAGGED WITH A "O", "M", "DB", "FS", AND "PB" DESIGNATION ARE DEFINED ON THE EQUIPMENT FLOOR PLAN LOCATED ON SHEET A-102. SL AB PENETRATION PL AN LEGEND ROOM NAME ROOM NUMBER ROOM AREA INSULATION SLAB UNDER FREEZER SCALE: 1/8" = 1'-0"1 SLAB PENETRATION PLAN 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL A -102 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 EQUIPMENT PLAN PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION FFS22 FS23 DB2 FS4 FS3 FS6 M2 M2 M2 M1 M1M1M1M1M18 FS10FS10 PB1 PB1 PB1 PB1 M11M7M7M3M3M3M3M10 M12 PB4 PB4 PB4 PB4 PB4 PB4 PB4 PB3 PB3 PB3 PB3 PB3 PB11 PB11 PB11 M8 M8 M9 M30 M30 M30 PB10 PB10 PB10 PB10 PB10 PB10 PB10 PB10 PB10 PB10 PB10 PB10 PB10 O15O13 DB4 M4 M4 PB3 PB3 PB3 PB3 PB3 PB3 PB3 PB3 PB3 PB3 PB3PB3 M5 PB2 M23M23 M14 M13 M20 M21 O3 FS27 M16M16M16M16 M22 M17 M24 O14 O12 O16 FS28FS28FS28 FS15 FS30FS29 M30 M30 FS20 DB6 M30 DB20 DB21 DB20 FS24 FS25 FS24 FS26 FS25 FS11 DB24 M30 DB3 DB3 DB7 O11 O10 O4 DB16 DB15DB15 DB16 DB11 DB10 DB10 DB1 DB1 DB22 DB12 DB13 DB12 DB23 FS1 FS2 FS7 FS5 FS5 FS8 FS7 FS8 O2O2O2 O1 O4 O1 DB5 DB5 DB2 M6 FREEZER 109 BEER 108 DISPLAY/PALLET 107 ELEC. 106 PACKAGE BEV 105 VESTIBULE 100 OFFICE 103 KITCHEN 104 C-STORE 102 POS 101 CIRCULATION KITCHEN EQUIPMENT PLAN KEYNOTES DISPENSED BEVERAGE FOOD SERVICE FOUR COURT MERCHANDISING DB1 DB2 DB3 DB4 DB5 DB6 DB7 DB10 DB11 DB12 DB13 DB15 DB16 DB20 DB21 DB22 DB23 DB24 FS1 FS2 FS3 FS4 FS5 FS6 FS7 FS8 FS10 FS11 FS15 FS20 FS22 FS23 FS24 FS25 FS26 FS27 FS28 FS29 FS30 FC1 M1 M2 M3 FOUNTAIN - IDC PRO FOUNTAIN - CORNELIUS 12 HEAD FOUNTAIN BIB RACK FOUNTAIN CO2 TANK ICE MAKER ICE MAKER - BULK/BAGGER WATER FILTRATION SYSTEM FIZZY ICE - VIPER 4 HEAD FIZZY ICE CUP / LID DISPENSER FRAZIL - 2 HEAD FRAZIL CUP / LID MERCHANDISER SOFT SERVE DISPENSER SOFT SERVE CONE HOLDER COFFEE - BEAN 2 CUP MACHINE COFFEE - CAPPUCCINO MACHINE COFFEE - CREAMISER SLAT WALL MECHANDISER COFFE MACHINE - LID MERCHANDISER GRAB N GO HOT HOLD ROLLER GRILL BUN CABINET MICROWAVE GEHL NACHO MACHINES NACHO CHIP MERCHANDISER CONDIMENT RACK NAPKIN DISPENSERS DELI COLD CASE - END CAP COOKIE/DONUT CASE HAND WASH SINK - SEE PLUMBING FREEZER - 2 DOOR REACH IN SPEED OVEN MICROWAVE PREP TABLE W/ FRIDGE UNDER STAINLESS STEEL WORK TABLE, O.F.O.I. DRYING RACK ELECTRIC DROP DOWN 3-COMPARTMENT SINK, SEE PLUMBING HAND SINK, SEE PLUMBING. MOP SINK, SEE PLUMBING BOLLARD COVERS GONDOLA - 4' GONDOLA END CAP GONDOLA SINGLE SIDED O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. - O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. - - - - O.F.O.I. O.F.O.I. O.F.O.I. EQUIPMENT PLAN KEYNOTES OFFICE EQUIPMENT PACKED BEVERAGE M4 M5 M6 M7 M8 M9 M10 M11 M12 M13 M14 M16 M17 M18 M20 M21 M22 M23 M24 M30 O1 O2 O3 O4 O10 O11 O12 O13 O14 O15 O16 PB1 PB2 PB3 PB4 PB10 PB11 PROMO BIN DISPLAY PALLET WALL MERCHANDISER (QUEUE) GENERAL MERCHANDISER RACK ICE DISPLAY SHELVING ICE CREAM DISPLAY SHELVING WALL MOUNTED TV LOTTERY DISPLAY SCREEN LOTTERY REGISTER LOTTERY - SCRATCHCASE ATM TOBACCO RACK - LOW BOY AIRPORT STANCHIONS CANDY LIGHTNING ICE MERCHANDISER FIREWOOD DISPLAY PROPANE CAGE TRASH CAN EXTERIOR STORAGE RACK STORAGE RACKS POS TERMINAL - FULL SERVICE POS TERMINAL - SELF CHECKOUT SAFE PHONE COMPUTER & MONITOR PRINTER CHAIR FILE CABINET - 2 DRAWERS SAVI TV MONITOR DATA RACK - WALL MOUNTED MUSIC AND CAMERAS DISPLAY COOLERS - END CAP 12PCK / 2L RACK DISPLAY SHELVING & GLIDES BEER CAVE DISPLAY SHELVES COOLER SHELVING - LIBRARY RACKS BEER BACKSTOCK SHELVING O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.C.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. O.F.O.I. SCALE: 3/16" = 1'-0"1 EQUIPMENT FLOOR PLAN 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL A -103 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 EQUIPMENT SCHEDULE PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION EQUIPMENT SCHEDULE Division <Undefined> DISPENSED BEVERAGE FOOD SERVICE MERCHANDISING OFFICE EQUIPMENT PACKED BEVERAGE ID Q2 DB1 DB2 DB4 DB5 DB6 DB7 DB10 DB12 DB15 DB20 DB21 DB22 DB24 Q3 FS1 FS2 FS3 FS4 FS5 FS6 FS10 FS11 FS20 FS22 FS23 FS24 FS27 FS28 M7 M10 M11 M12 M14 M21 M24 O1 O2 O3 O4 O10 O11 O14 PB1 DESCRIPTION SIGN, PROVIDE POWER FOUNTAIN - IDC PRO FOUNTAIN - CORNELIUS 12 HEAD FOUNTAIN CO2 TANK ICE MAKER ICE MAKER - BULK/BAGGER WATER FILTRATION SYSTEM FIZZY ICE - VIPER 4 HEAD FRAZIL - 2 HEAD SOFT SERVE DISPENSER COFFEE - BEAN 2 CUP MACHINE COFFEE - CAPPUCCINO MACHINE COFFEE - CREAMISER COFFE MACHINE - LID MERCHANDISER CONDENSING UNIT FOR REACH-IN FREEZER, BEER COOLER, AND REACH-IN COOLERS - PROVIDE POWER, SEE ELECTRICAL. PROVIDE CURB OR METAL SKID PER COOLER MANUFACTURER. GRAB N GO HOT HOLD ROLLER GRILL BUN CABINET MICROWAVE GEHL NACHO MACHINES NACHO CHIP MERCHANDISER DELI COLD CASE - END CAP COOKIE/DONUT CASE FREEZER - 2 DOOR REACH IN SPEED OVEN MICROWAVE PREP TABLE W/ FRIDGE UNDER ELECTRIC DROP DOWN 3-COMPARTMENT SINK, SEE PLUMBING GENERAL MERCHANDISER RACK WALL MOUNTED TV LOTTERY DISPLAY SCREEN LOTTERY REGISTER ATM FIREWOOD DISPLAY EXTERIOR STORAGE RACK POS TERMINAL - FULL SERVICE POS TERMINAL - SELF CHECKOUT SAFE PHONE COMPUTER & MONITOR PRINTER SAVI TV MONITOR DISPLAY COOLERS - END CAP QUANTITY 1 2 2 1 2 1 1 2 2 2 2 1 1 1 4 1 1 1 1 2 1 2 1 1 1 1 2 1 1 2 1 1 1 1 1 1 2 3 1 2 1 1 1 4 WIDTH 15.00" 30.00" 34.50" 24.00" 21.00" 33.75" 7.87" 28.00" 24.50" 26.76" 17.00" 15.00" 24.19" 17.00" 28.25" 24.19" 20.12" 19.50" 18.13" 8.00" 5.75" 26.50" 24.19" 34.00" 21.17" 16.13" 23.88" 4.00" 22.00" 24.00" 2.00" 2.00" 10.50" 23.40" 18.00" 18.00" 6.63" 6.63" 23.00" 9.00" 6.63" 13.94" 2.00" 26.50" HEIGHT 45.55" 39.19" 39.00" 48.00" 27.00" 65.00" 33.46" 44.00" 31.90" 28.95" 33.00" 31.13" 33.50" 27.00" 20.75" 33.50" 10.38" 7.00" 13.00" 8.00" 8.00" 68.60" 33.50" 84.25" 23.00" 13.50" 36.00" 7.00" 8.00" 48.00" 30.99" 21.00" 15.75" 52.60" 72.00" 72.00" 13.39" 13.39" 31.00" 2.99" 14.43" 6.38" 12.37" 68.59" DEPTH 180.00" 34.50" 42.00" 24.00" 24.00" 30.75" 23.62" 29.00" 16.00" 22.12" 22.00" 22.25" 24.00" 12.00" 38.50" 41.00" 23.75" 35.00" 21.38" 8.00" 6.10" 19.00" 41.00" 52.00" 29.98" 22.00" 60.13" 7.00" 27.00" 0.00" 53.87" 22.00" 13.50" 15.70" 60.00" 60.00" 19.48" 19.48" 20.88" 8.00" 19.88" 17.09" 15.97" 19.00" MANUFACTURER Undefined Cornelius Per owner Ice-O-Matic Follett Ice Cornelius Cornelius Taylor Schaerer Curtis Ice-O-Matic Halco Food Pros APW Wyott Radiance Admiral Craft Beverage - Air Radiance Undefined Hyosung Verifone Verifone Armor Safe Techonologies Per owner Per owner Per owner Per owner Admiral Craft MODEL Undefined IDC Pro 62105856 Per owner GEMO450 DB650SA 621460142 C161 Coffee Art C Touch PCGT4 GEMO450 GRSDS/ H-41D FP- RG-8033 BC-50 TMW-1100 NM BDVACM-2 20 FB49HC-1S TMW-1100 NM Undefined Halo 2 C18 C18 Cache System 7300 Per owner Per owner Per owner Per owner BDVACM-2 20 ELECTRICAL VOLTAGE 0.00 120.00 0.00 0.00 115.00 220.00 0.00 230.00 0.00 230.00 0.00 120.00 0.00 0.00 115.00 120.00 120.00 0.00 120.00 0.00 0.00 110.00 0.00 115.00 60.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 240.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 110.00 AMPS 0.00 9.00 0.00 0.00 20.00 5.00 0.00 30.00 0.00 12.00 0.00 15.00 0.00 0.00 20.00 15.00 10.00 0.00 14.00 0.00 0.00 11.20 0.00 11.00 30.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 110.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.00 PLUMBING HOT WATER - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - COLD WATER - 1/2" - - 3/8" - - - - - - 5/8" - - 3/8" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SANITARY SEWAR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CONDENSA TE LINE - 1" - - 3/4" 1" - - - - - - - - 3/4" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GAS LINE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - REMARKS DRAIN & CO2, PROVIDE RACK PROVIDE EXTERNAL FILL CONNECTION. PROVIDE EXTERNAL FILL CONNECTION PROVIDE ACCESS HOLE (MIN. 3" DIA. ) WITH COLLAR LOCATED CENTRALLY UNDER MACHINE FOR WATER AND DRAIN HOSE. PROVIDE POWER DROP FROM ABOVE, SEE ELECTRICAL. PROVIDE AND INSTALL SOLID BLOCKING. PROVIDE POWER AND DATA -SEE ELECTRICAL PROVIDE DEDICATED POWER, SEE ELECTRICAL. PROVIDE POWER ANDA DATA, SEE ELECTRICAL. 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL A -104 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 FIRST FLOOR DIMENSION PLAN PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION DIMENSIONED PL AN GENERAL NOTES A. ALL DIMENSIONS ARE SHOWN TO THE FACE OF WALL FRAMING UNLESS SPECIFICALLY NOTED OTHERWISE B. HINGE SIDE OF DOOR SHALL BE LOCATED 4" TO INSIDE CORNER OF INTERSECTING WALLS UNLESS SPECIFICALLY NOTED OTHERWISE C. CRITICAL DIMENSIONS ARE SHOWN. IF DIMENSIONS ARE NOT INDICATED WITHIN A STRING OF DIMENSIONS, THE MISSING DIMENSION IS THE DESIRED SEGMENT THAT CAN ALLOW FOR SLIGHT ADJUSTMENTS IN LENGTH. 772 sq ft 22 11 B B D D C C 33 E E A A 15'-0"74'-1 1/2"23'-8"36'-10 1/2" 41'-0" 12'-0" 149'-8" 8'-4 1/2" 5'-6 1/2" 24'-0 1/2" 5'-6 1/2" 9'-6" 8'-0" 26'-5" 8'-6"16'-6"18'-4"18'-5"18'-0 7/8"12'-11"7'-5 3/4"7'-6 1/4" 2'-0" 11'-10"11'-4 1/2"13'-7" 6 1/2" 31'-0"5'-2"23'-10"4'-4"10'-8" 1'-11 1/2" 6'-10" 9'-9" 3'-6"9'-3" 8'-2" 6" 12'-8 1/2" 13'-0 1/2" 8'-2" 8" 6'-0"10'-11"6'-3 1/2" 7'-9"8'-0"7'-11"9'-1 1/2"5'-0" 1'-9" 9'-7 1/2" 1'-9 1/4" 15'-0"44'-0"15'-4 3/4" 9'-2 1/2" 7'-4 25/64" 2'-8 3/4" 4'-6"7'-6"7'-0"10'-0" 3'-6" 4'-9" 11'-6" E.Q. E.Q. E.Q. E.Q. 53'-0" 5'-5 1/2" 2'-7" 15'-8 1/4" 4'-9" 6'-4 11/16" 1,887 sq ft W4-Fsh CS4-P W6-TF W6-TF W6-Fsh* W4-FTsh W4-P* W4-F W4-F W6-TF W4-F CS4-P W6-P W6-TF XSH-W6-T 5'-3 1/2"4'-3 1/2"5'-0"4'-0"4'-7 1/2" 30'-1 1/2" 7'-7" 5'-6 1/2" CLEAR 11'-10 1/2" A A 202106 301 B 104 110 A 113 103 A 103 B 102 200 A A 100 A AA 300 C 110 B B 100 B 300 A CS4-P* CS4-P CS6-P CS6-P W4-TF W4-T W4-T W6-TF W4-F W4-FTsh W4-T W4-T W4-T W4-F W4-F CS4-P CS4-P W4-FTsh W6-TF W4-TF W4-T W4-F CS4-P* CS4-P* CS6-P* CS6-P CS4-P W6-Fsh CS4-P* W6-T* W4-F* W4-F XSH-W8T XSH-W6-T XSH-W6-T XSH-W6-T XSH-W6-T XSH-W6-T XSH-W6-T XSH-W6-T XSH-W6-T XSH-W6-T XSH-W6-T XSH-W6-T XSH-W6-T XSH-W6-T XSH-W8T XSH-W8T XSH-W6-T FREEZER 109 BEER 108 DISPLAY/PALLET 107 ELEC. 106 PACKAGE BEV 105 VESTIBULE 100 JAN. 113 WOMEN 112 MEN 111 OFFICE 103 KITCHEN 104 C-STORE 102 CIRCULATION 110 CIRCULATION 200 DINING 201 KITCHEN 202 POS 101 CIRCULATION 300 KITCHEN 301 X-W6F1 S3F2-S FRAMED ASSEMBLIES LEGEND PREFIX -MATERIAL THICKNESS FIRE RATING X Exterior Wall C Concrete S Steel W Wood M Masonr y E LSL F.5 0.5 hours F1 1 hours F2 2 hours F3 3 hours NOTE 1.ASSEMBLIES WITHOUT A PREFIX ARE TO BE INTERIOR WALLS. 2."THICKNESS" TO BE THE NOMINAL SIZE INDICATED IN THE ASSEMBLIES TYPE. 3. ALL WALLS ARE TO BE FULL HEIGHT UNLESS NOTED OTHERWISE 4. CS4.-P* = GYP. BD. ON FINISH SIDE OF COOLER SYSTEM WALL ASSEMBLY ONLY, BACK SIDE OF COOLER WALL SYSTEM IS GALVANIZED ALUMINUM AND BACK SIDE OF PARTIAL HEIGHT WALL ABOVE COOLER IS OPEN STUD WALL CAVITY. 5. WALL TYPE WITH "*" PREFIX WILL HAVE GYPSUM ONLY ONE SIDE. *PARTIAL HEIGHT WALL TO BE 6" ABOVE FINISHED CEILING UNLESS INDICATED OTHERWISE - SUFFIX S Sound Insulation EXAMPLES: EXTERIOR WOOD FRAMED 2X6 SHEAR WALL, 1HR FIRE RATING INTERIOR STEEL FRAMED 3.625" STUD, 2HR FIRE RATING, SOUND INSULATION T Thermal Insulation P Partial Height sh Sheathing Wood Steel 3 (2 1/2") 4 (3 1/2") 6 (5 1/2") 8 (7 1/4") 2 162 (1 5/8") 3 250 (2 1/2") 4 362 (3 5/8") C Ceilings 6 600 (6") 8 800 (8") 10 1000 (10") 10 (9 1/4") 12 (11 1/4") 2 (1 1/2") FRAMING T YPE & THIC KNESS CS=Cooler System F Full Height DIMENSION PLAN KEYNOTES SCALE: 1/8" = 1'-0" 1 FIRST FLOOR DIMENSION PLAN 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL A -121 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 ROOF PLAN PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION W6-T X-W6 22 11 B B D D C C 33 E E A A N 1'-6" 16'-2 1/4" 1'-6" 42'-4"15'-0" 1'-0" 10'-5" 1'-0" A5A5 A5A5 M1 M1 M1 A19 1/4:12 SLOPE 1/4:12 SLOPE 1/4:12 SLOPE 1/4:12 SLOPE 1/4:12 SLOPE A4 Q3 Q3 Q3 Q3 KICKER BRACER KICKER BRACER V A L L E Y V A L L E Y V A L L E Y ATTIC ACCESS 301 100 C A3 A-511 1'-6" 11'-9" 1'-6" 15'-6" 1'-6" 16'-0 1/2" 1'-6" 12'-1" 1'-6" 12'-1" 1'-6" +3'-6"MIN. PARAPET 1/4:12 SLOPE 2:12 SLOPE 2:12 SLOPE 2:12 SLOPE V A L L E Y RIDGE DOWNSPOUT ROOF PL AN GENERAL NOTESA. ROOF PL AN LEGEND STANDING SEAM METAL ROOF MEMBRANE ROOF WALKING SURFACE 4' FIRE TREATED PLYWOOD TO EXTEND TO BOTH SIDES OF THE FIRE RATED WALL BELOW GUTTER ROOF DRAIN & OVERFLOW DRAIN DRAFT STOP, ANY OPENING THROUGH DRAFT STOP NEEDS TO BE EQUIPPED WITH SELF CLOSING HINGES AND LATCHET HEAT TRACE ROOF PLAN KEYNOTES A4 A5 A19 M1 Q3 05 51 00 Metal Stairs 22 00 00 Plumbing 07 54 00 Thermoplastic Membrane Roofing 23 00 00 Heating, Ventilating, and Air Conditioning (HVAC) 13 21 26 Cold Storage Rooms ROOF ACCESS LADDER WITH LOCKABLE RAIL GUARD AT BASE ROOF DRAIN CRICKET RTU, SEE MECHANICAL CONDENSING UNIT FOR REACH-IN FREEZER, BEER COOLER, AND REACH-IN COOLERS - PROVIDE POWER, SEE ELECTRICAL. PROVIDE CURB OR METAL SKID PER COOLER MANUFACTURER. SCALE: 1/8" = 1'-0"1 ROOF PLAN 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL A -150 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 FIRST FLOOR RCP PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION OFFICE 108 95 SF CLG 10' CEILING HEIGHT SQUARE FOOTAGE ROOM NUMBER CEILING PL AN GENERAL NOTES A. SEE B2/G-105 & B1/G-105 FOR TYPICAL CEILING GRID DETAILS B. ITEMS TAGGED WITH A "M", "PB", "DB", "FS", AND "O" DESIGNATION ARE DEFINED ON THE EQUIPMENT FLOOR PLAN LOCATED ON SHEET A-102 CEILING PL AN LEGEND GYPSUM BOARD CEILING 2'X4' ACCOUSTICAL CEILING TILE SUSPENDED PENDANT, SEE ELECTRICAL EXHAUST VENT, SEE MECHANICAL SUPPLY DIFFUSER, SEE MECHANICAL RETURN VENT, SEE MECHANICAL COLD STORAGE ROOMS LINEAR SURFACE MOUNT, SEE ELECTRICAL RECESSED 2'X4' TROFFER, SEE ELECTRICAL LINEAR PENDANT, SEE ELECTRICAL ROOF TRUSS - PT-4 (REF. FINISH PL AN), SEE STRUCTURAL OPEN TO STRUCTURE ABOVE RCP KEYNOTES A20 A21 A23 A23 A35 Q1 SUNSHADE EXIT SIGN OR DIRECTIONAL EXIT SIGN PER PLANS, PROVIDE POWER - SEE ELECTRICAL SIGN PACKAGE BY OWNER SIGN PACKAGE BY OWNER SUSPENDED CEILING CABLE PENETRATION SYSTEM PLATE SPEAKER O.F.O.I - SEE ELEC FOR CONDUIT ROUGH IN E.Q. E.Q. 772 sq ft 22 11 B B D D C C 33 E E A A J J A2 A-511 E.Q. E.Q. E.Q. E.Q. E.Q. E.Q. 1'-6" 10'-0" 2 A-201 1 A-201 4 A-201 3 A-201 3 A-301 3 A-301 1 A-301 1 A-301 2 A-301 2 A-301 4 A-301 4 A-301 5 A-301 5 A-301 B1 A-521 1,887 sq ft Q1 Q1 Q1 Q1 Q1 Q1 Q1 Q1Q1 A21 A23 A23A23 A23A23 A4 A21 A23 A20 A20A20A20 A21 A35 Q1 Q1 C C C C C C C B2 G-105 8'-0"8'-0" 7'-6 1/4" A2 A-521 B2 A-521 B1 A-521 A3 A-521 Q1 Q1 Q1 Q1 FREEZER 109 CLG 8'-0" BEER 108 CLG 8'-0" DISPLAY/PALLET 107 CLG 8'-0" ELEC. 106 CLG OPEN PACKAGE BEV 105 CLG 8'-0" VESTIBULE 100 CLG 14'-0" JAN. 113 CLG 10'-0" WOMEN 112 CLG 10'-0" MEN 111 CLG 10'-0" OFFICE 103 CLG 10'-0" KITCHEN 104 CLG 10'-0" C-STORE 102 CLG OPEN CIRCULATION 110 CLG OPEN CIRCULATION 200 CLG OPEN DINING 201 CLG OPEN KITCHEN 202 CLG OPEN POS 101 CLG OPEN CIRCULATION 300 CLG 0" KITCHEN 301 CLG 0" SCALE: 1/8" = 1'-0"1 FIRST FLOOR 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL A -201 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 EXTERIOR ELEVATIONS PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION 1 2 3 B3 A-501 A1 A-502 4'-0" B.O. ROWLOCK SILL 17'-6" 3'-0" 0" 20'-0" 27'-9" 7'-0"7'-0" A20 M23 A30 M22 M21 B B BUILDING ELEVATION LEGEND BRICK - RUNNING BOND, GENERAL SHALE OLD THUNDERCLOUD, REF. 04 26 00 VESTA STEEL PLANK SYSTEM, SINGLE 6" DUTCH LAP, 480 AUTUMN THISTLE SIDING, SEE SPECS 07 42 13 - PROVIDE AND INSTALL SOLID BACKING WHERE DISPLAY SCREEN IS MOUNTED TO BUILDING. SIDING IS CONTINUOUS BEHIND DISPLAY UNIT. WHITE STUCCO PURE WHITE, 07 24 00 PARAPET STUCCO FINISH: URBANE BRONZE SW 7048 LIGHTS, SEE ELECTRICAL BUILDING ELEVATION KEYNOTES A1 A25 A30 A31 A36 E1 E3 E5 E12 E13 M20 M21 M22 M24 P6 P15 Q2 Q4 <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> 26 00 00 Electrical 26 00 00 Electrical 26 00 00 Electrical <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> 22 00 00 Plumbing <Undefined> <Undefined> <Undefined> RECESSED EMERGENCY KEY BOX EMERGENCY FUEL SHUT OFF SIGN, SEE DETAIL C4/G-105 BOLLARD CONTROL JOINT SHELF, PROVIDE BLOCKING - O.F.O.I ELECTRICAL METER, SEE ELECTRICAL TRANSFORMER SWITCHBOARD EMERGENCY FUEL SHUT OFF BUTTON - SEE ELECTRICAL EXTERIOR LIGHT FIXTURE TYP., SEE ELECTRICAL EXTERIOR WALL LIGHTING TYP., SEE ELECTRICAL ICE MERCHANDISER FIREWOOD DISPLAY PROPANE CAGE EXTERIOR STORAGE RACK WATER METER, SEE PLUMBING HOSEBIBB- SEE PLUMBING SIGN, PROVIDE POWER SIGN 3 2 1 B3 A-501 C4 A-501 A1 A-502 4'-0" B.O. ROWLOCK SILL 17'-6" 10'-5" SUNSHADE HEIGHT 20'-0" 27'-9" 9'-5 1/4"A20 A4 M23A? A A3 A-501 B2 A-501 E D C B A B3 A-501 C4 A-501 A1 A-502 4'-0" B.O. ROWLOCK SILL 17'-6" 18'-11" T.O. PARAPET 9'-9 3/8"10'-0"8'-10 3/4"11'-0"11'-0"10'-4"10'-0"10'-0"10'-0"10'-0"7'-10 1/2"10'-0"10'-0"8'-2"6'-0"6'-11 3/8" 202 106 E3 P6P6 104 111 A4 E5 P15 100 C P17P17 A31 B3 A-501 B C D EA C4 G-105B3 A-501 A1 A-511 B2 A-501 B3 A-511C4 G-105 B3 A-501 17'-6" 4'-0" B.O. ROWLOCK SILL 3'-6" 13'-0" SIGN HEIGHT 20'-0" 22'-10" SIGN HEIGHT 6' 11" 1'-3" 12'-8"12'-8"12'-8"12'-8"12'-8" A25A1 M20M21M22 A A A A A 200 Q2 Q2 M24 E5 E5 A25 Q4 M23 M23 A30 Q4 100 B 300 A C4 A-501 B3 A-501 SCALE: 1/8" = 1'-0"2 EAST ELEVATION SCALE: 1/8" = 1'-0"1 WEST ELEVATION SCALE: 1/8" = 1'-0"4 SOUTH ELEVATION SCALE: 1/8" = 1'-0"3 NORTH ELEVATION 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL A -301 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 BUILDING SECTIONS PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION BUILDING SECTION GENERAL NOTES A. ALL EXTERIORS WALLS TO CONSIST OF R-22 MIN. BLOW IN CELLULOSE. INSULATION TO FILL THE FULL CAVITY AND IS TO BE CONTINUOUS THROUGHT THE ENTIRE STUD CAVITY. B. R-49 MIN. BLOW IN CELLULOSE ROOF INSULATION. INSULATION TO BE CONTINUOUS THROUGUTH THE ENTIRE ROOF. BUILDING SECTION KEYNOTES A28 A38 S1 S2 <Undefined> <Undefined> <Undefined> <Undefined> R-30 CONTINUOUS INSULATION OVER ROOF DECK FILL CAVITY WITH BLOW IN INSULATION 2X6 CEILING FRAMING WITH 5/8" GYP. BD., SEE STRUCTURAL 2X10 JOISTS WITH R-49 BLOW IN INSULATION, FILL CAVITY WITH INSULATION, SEE STRUCTURAL FOR JOISTS E D C B A 1 A-352 2 A-352 3 A-352 4 A-352 C4 A-572C2 A-501 C2 A-521 1 A-353 18'-9" TOP PLATE 18'-9" TOP PLATE C-STORE KITCHEN BEERMENWOMENCIRCULATION KITCHEN 1/4" 12" 1/4" 12" 1/4" 12" 1/4" 12" 3 2 1 1 A-351 2 A-351 18'-9" TOP PLATE 15'-7 1/4" T.O. WALL14'-0" 20'-0" C-STORE PACKAGE BEV VESTIBULE S1 S7 S2 Q2 A38 A28 1/4" 12" 2" 12" 3 A-354 1 A-355 20'-0" B.O. FRONT EIFS 14'-0" B.O. CEILING 20'-0" B.O. FRONT EIFS 14'-0" B.O. CEILING VESTIBULE 3 2 1 1 A-354 2 A-354 18'-9" DINING A381/4" 12" 2" 12" 3 2 1 3 A-353 2 A-353 18'-9"18'-9" 14'-6" T.O. WALL 15'-7 1/4" KITCHEN 1/4" 12" SCALE: 1/8" = 1'-0" 1 BUILDING SECTION 1.25 SCALE: 1/8" = 1'-0" 2 BUILDING SECTION B.75 SCALE: 1/8" = 1'-0" 3 BUILDING SECTION 2.5 SCALE: 1/8" = 1'-0" 4 BUILDING SECTION D.5 SCALE: 1/8" = 1'-0"5 BUILDING SECTION A.5 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL A -351 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 WALL SECTIONS PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION 3 2 C1 A-501 A1 A-521 A2 A-502 C3 A-571 A4 A-571 B2 A-501 A2 A-501 B1 A-502 C2 A-502 C4 A-571 15'-7 1/4" T.O. WALL 14'-0" 20'-0" WALL ASSEMBLY 0'-1 1/2" Steel Siding 07 46 19 Steel Siding 0'-0 1/2" Wood - Sheathing 06 10 00 Rough Carpentry 0'-5 1/2" Wood - Structural - R-22 Min - Blow-in Insulation 06 10 00 Rough Carpentry 0'-0 1/16" Vapor Barrier 07 25 00 Weather Barriers 0'-0 5/8" Gypsum Board 09 21 16 Gypsum Board Assemblies ROOF ASSEMBLY 0'-1" Standing Seam 07 41 13 Metal Roof Panels 0'-0 3/4" Wood - OSB 06 10 00 Rough Carpentry 0'-9 1/4" Wood - Structural 06 10 00 Rough Carpentry WALL ASSEMBLY 0'-0 5/8" Gypsum Board 09 21 16 Gypsum Board Assemblies 0'-5 1/2" Wood - Structural - Insulation 06 10 00 Rough Carpentry 0'-0 5/8" Gypsum Board 09 21 16 Gypsum Board Assemblies ROOF ASSEMBLY 0'-0 1/8" 60 Mil. TPO Roofing Membrane 07 54 00 Thermoplastic Membrane Roofing 0'-7" R-30 Insulation - Foam Board 07 21 00 Thermal Insulation 0'-0 3/4" Wood - OSB 06 10 00 Rough Carpentry FLOOR ASSEMBLY 0'-0 3/4" Wood - Structural 06 10 00 Rough Carpentry 0'-11 1/4" Wood 2X12 - Structural - R-49 Min - Blow-In. 06 10 00 Rough Carpentry 0'-0 1/16" Vapor Barrier 07 25 00 Weather Barriers 0'-0 5/8" Gypsum Board 09 21 16 Gypsum Board Assemblies 1 C4 A-501 C3 A-501 B3 A-501 B4 A-501 18'-9" TOP PLATE ROOF ASSEMBLY 0'-0 1/8" 60 Mil. TPO Roofing Membrane 07 54 00 Thermoplastic Membrane Roofing 0'-7" R-30 Insulation - Foam Board 07 21 00 Thermal Insulation 0'-0 3/4" Wood - OSB 06 10 00 Rough Carpentry ROOF ASSEMBLY 0'-0 1/8" 60 Mil. TPO Roofing Membrane 07 54 00 Thermoplastic Membrane Roofing 0'-7" R-30 Insulation - Foam Board 07 21 00 Thermal Insulation 0'-0 3/4" Wood - OSB 06 10 00 Rough Carpentry WALL ASSEMBLY 0'-0 5/8" Gypsum Board 09 21 16 Gypsum Board Assemblies 0'-5 1/2" Wood - Structural - Insulation 06 10 00 Rough Carpentry 0'-0 5/8" Gypsum Board 09 21 16 Gypsum Board Assemblies WALL ASSEMBLY 0'-4" Cold Storage Rooms Undefined FIRE BLOCKING @ 10' SCALE: 3/8" = 1'-0" 1 WALL SECTION B.75/3 SCALE: 3/8" = 1'-0" 2 WALL SECTION B.75/3 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL A -352 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 WALL SECTIONS PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION E A1 A-501 C4 A-501 18'-9" TOP PLATE ROOF ASSEMBLY 0'-0 1/8" 60 Mil. TPO Roofing Membrane 07 54 00 Thermoplastic Membrane Roofing 0'-7" R-30 Insulation - Foam Board 07 21 00 Thermal Insulation 0'-0 3/4" Wood - OSB 06 10 00 Rough Carpentry FLOOR ASSEMBLY 0'-4" Concrete - Structural 03 30 00 Cast-in-Place Concrete 0'-4" Stone - Gravel 31 23 00 Excavation and Fill WALL ASSEMBLY 0'-3 5/8" Brick Masonry 04 26 00 Single-Wythe Unit Masonry 0'-0 1/2" Air Space - 0'-0 1/2" Wood - Sheathing 06 10 00 Rough Carpentry 0'-5 1/2" Wood - Structural - Insulation 06 10 00 Rough Carpentry 0'-0 1/16" Vapor Barrier 07 25 00 Weather Barriers 0'-0 5/8" Gypsum Board 09 21 16 Gypsum Board Assemblies FIRE BLOCKING @ 10' D A3 A-502 WALL ASSEMBLY 0'-0 5/8" Gypsum Board 09 21 16 Gypsum Board Assemblies 0'-5 1/2" Wood - Structural - Insulation 06 10 00 Rough Carpentry 0'-0 5/8" Gypsum Board 09 21 16 Gypsum Board Assemblies ROOF ASSEMBLY 0'-0 1/8" 60 Mil. TPO Roofing Membrane 07 54 00 Thermoplastic Membrane Roofing 0'-7" R-30 Insulation - Foam Board 07 21 00 Thermal Insulation 0'-0 3/4" Wood - OSB 06 10 00 Rough Carpentry FLOOR ASSEMBLY 0'-4" Concrete - Structural 03 30 00 Cast-in-Place Concrete 0'-4" Stone - Gravel 31 23 00 Excavation and Fill C B3 A-502 WALL ASSEMBLY 0'-0 5/8" Gypsum Board 09 21 16 Gypsum Board Assemblies 0'-5 1/2" Wood - Structural - Insulation 06 10 00 Rough Carpentry ROOF ASSEMBLY 0'-0 1/8" 60 Mil. TPO Roofing Membrane 07 54 00 Thermoplastic Membrane Roofing 0'-7" R-30 Insulation - Foam Board 07 21 00 Thermal Insulation 0'-0 3/4" Wood - OSB 06 10 00 Rough Carpentry FLOOR ASSEMBLY 0'-4" Concrete - Structural 03 30 00 Cast-in-Place Concrete 0'-4" Stone - Gravel 31 23 00 Excavation and Fill WALL ASSEMBLY 0'-4" Cold Storage Rooms Undefined ROOF ASSEMBLY 0'-4" Cold Storage Rooms Undefined B FLOOR ASSEMBLY 0'-4" Concrete - Structural 03 30 00 Cast-in-Place Concrete 0'-4" Stone - Gravel 31 23 00 Excavation and Fill WALL ASSEMBLY 0'-0 5/8" Gypsum Board 09 21 16 Gypsum Board Assemblies 0'-5 1/2" Wood - Structural - Insulation 06 10 00 Rough Carpentry 0'-0 5/8" Gypsum Board 09 21 16 Gypsum Board Assemblies ROOF ASSEMBLY 0'-0 1/8" 60 Mil. TPO Roofing Membrane 07 54 00 Thermoplastic Membrane Roofing 0'-7" R-30 Insulation - Foam Board 07 21 00 Thermal Insulation 0'-0 3/4" Wood - OSB 06 10 00 Rough Carpentry SCALE: 3/8" = 1'-0" 1 WALL SECTION 1.25/E SCALE: 3/8" = 1'-0" 2 WALL SECTION 1.25/D SCALE: 3/8" = 1'-0" 3 WALL SECTION 1.25/C SCALE: 3/8" = 1'-0" 4 WALL SECTION 1.25/B 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL A -353 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 WALL SECTIONS PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION A C2 A-572 # A-572 C4 A-501 A1 A-501 18'-9" TOP PLATE ROOF ASSEMBLY 0'-0 1/8" 60 Mil. TPO Roofing Membrane 07 54 00 Thermoplastic Membrane Roofing 0'-7" R-30 Insulation - Foam Board 07 21 00 Thermal Insulation 0'-0 3/4" Wood - OSB 06 10 00 Rough Carpentry FIRE BLOCKING @ 10' 1 B3 A-501 C4 A-501 C2 A-571 B4 A-501 FLOOR ASSEMBLY 0'-4" Concrete - Structural 03 30 00 Cast-in-Place Concrete 0'-4" Stone - Gravel 31 23 00 Excavation and Fill WALL ASSEMBLY 0'-3 5/8" Brick Masonry 04 26 00 Single-Wythe Unit Masonry 0'-0 1/2" Air Space - 0'-0 1/2" Wood - Sheathing 06 10 00 Rough Carpentry 0'-5 1/2" Wood - Structural - Insulation 06 10 00 Rough Carpentry 0'-0 1/16" Vapor Barrier 07 25 00 Weather Barriers 0'-0 5/8" Gypsum Board 09 21 16 Gypsum Board Assemblies ROOF ASSEMBLY 0'-0 1/8" 60 Mil. TPO Roofing Membrane 07 54 00 Thermoplastic Membrane Roofing 0'-7" R-30 Insulation - Foam Board 07 21 00 Thermal Insulation 0'-0 3/4" Wood - OSB 06 10 00 Rough Carpentry FIRE BLOCKING @ 10' 2 C4 A-501 C1 A-572 C3 A-501 18'-9" 15'-7 1/4" FLOOR ASSEMBLY 0'-4" Concrete - Structural 03 30 00 Cast-in-Place Concrete 0'-4" Stone - Gravel 31 23 00 Excavation and Fill WALL ASSEMBLY 0'-3 5/8" Brick Masonry 04 26 00 Single-Wythe Unit Masonry 0'-0 1/2" Air Space - 0'-0 1/2" Wood - Sheathing 06 10 00 Rough Carpentry 0'-5 1/2" Wood - Structural - Insulation 06 10 00 Rough Carpentry 0'-0 1/16" Vapor Barrier 07 25 00 Weather Barriers 0'-0 5/8" Gypsum Board 09 21 16 Gypsum Board Assemblies ROOF ASSEMBLY 0'-0 1/8" 60 Mil. TPO Roofing Membrane 07 54 00 Thermoplastic Membrane Roofing 0'-7" R-30 Insulation - Foam Board 07 21 00 Thermal Insulation 0'-0 3/4" Wood - OSB 06 10 00 Rough Carpentry SCALE: 3/8" = 1'-0"1 WALL SECTION 1.25/A SCALE: 3/8" = 1'-0"2 WALL SECTION A.5/1 SCALE: 3/8" = 1'-0"3 WALL SECTION A.5/2 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL A -354 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 WALL SECTIONS PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION 2 C1 A-572 A1 A-572 ROOF ASSEMBLY 0'-1" Standing Seam 07 41 13 Metal Roof Panels 0'-0 3/4" Wood - OSB 06 10 00 Rough Carpentry 0'-9 1/4" Wood - Structural 06 10 00 Rough Carpentry ROOF ASSEMBLY 0'-0 1/8" 60 Mil. TPO Roofing Membrane 07 54 00 Thermoplastic Membrane Roofing 0'-7" R-30 Insulation - Foam Board 07 21 00 Thermal Insulation 0'-0 3/4" Wood - OSB 06 10 00 Rough Carpentry FLOOR ASSEMBLY 0'-4" Concrete - Structural 03 30 00 Cast-in-Place Concrete 0'-4" Stone - Gravel 31 23 00 Excavation and Fill WALL ASSEMBLY 0'-1" Stucco - Beige Undefined 0'-0 1/2" Wood - Sheathing 06 10 00 Rough Carpentry 0'-5 1/2" Wood - Structural - Insulation 06 10 00 Rough Carpentry 0'-0 5/8" Gypsum Board 09 21 16 Gypsum Board Assemblies WALL ASSEMBLY 0'-3 5/8" Brick Masonry 04 26 00 Single-Wythe Unit Masonry 0'-0 1/2" Air Space - 0'-0 1/2" Wood - Sheathing 06 10 00 Rough Carpentry 0'-5 1/2" Wood - Structural - Insulation 06 10 00 Rough Carpentry 0'-0 1/16" Vapor Barrier 07 25 00 Weather Barriers 0'-0 5/8" Gypsum Board 09 21 16 Gypsum Board Assemblies 1 C3 A-501 C4 A-501 B3 A-501 FLOOR ASSEMBLY 0'-4" Concrete - Structural 03 30 00 Cast-in-Place Concrete 0'-4" Stone - Gravel 31 23 00 Excavation and Fill WALL ASSEMBLY 0'-3 5/8" Brick Masonry 04 26 00 Single-Wythe Unit Masonry 0'-0 1/2" Air Space - 0'-0 1/2" Wood - Sheathing 06 10 00 Rough Carpentry 0'-5 1/2" Wood - Structural - Insulation 06 10 00 Rough Carpentry 0'-0 1/16" Vapor Barrier 07 25 00 Weather Barriers 0'-0 5/8" Gypsum Board 09 21 16 Gypsum Board Assemblies ROOF ASSEMBLY 0'-0 1/8" 60 Mil. TPO Roofing Membrane 07 54 00 Thermoplastic Membrane Roofing 0'-7" R-30 Insulation - Foam Board 07 21 00 Thermal Insulation 0'-0 3/4" Wood - OSB 06 10 00 Rough Carpentry FIRE BLOCKING @ 10' B2 A-501 20'-0" B.O. FRONT EIFS 14'-0" B.O. CEILING FLOOR ASSEMBLY 0'-4" Concrete - Structural 03 30 00 Cast-in-Place Concrete 0'-4" Stone - Gravel 31 23 00 Excavation and Fill FLOOR ASSEMBLY 0'-0 3/4" Wood - Structural 06 10 00 Rough Carpentry 0'-11 1/4" Wood 2X12 - Structural - R-49 Min - Blow-In. 06 10 00 Rough Carpentry 0'-0 1/16" Vapor Barrier 07 25 00 Weather Barriers 0'-0 5/8" Gypsum Board 09 21 16 Gypsum Board Assemblies WALL ASSEMBLY 0'-3 5/8" Brick Masonry 04 26 00 Single-Wythe Unit Masonry 0'-0 1/2" Air Space - 0'-0 1/2" Wood - Sheathing 06 10 00 Rough Carpentry 0'-5 1/2" Wood - Structural - Insulation 06 10 00 Rough Carpentry 0'-0 1/16" Vapor Barrier 07 25 00 Weather Barriers 0'-0 5/8" Gypsum Board 09 21 16 Gypsum Board Assemblies WALL ASSEMBLY 0'-7 1/2" 06 10 00 Rough Carpentry ROOF ASSEMBLY 0'-1" Standing Seam 07 41 13 Metal Roof Panels 0'-0 3/4" Wood - OSB 06 10 00 Rough Carpentry 0'-9 1/4" Wood - Structural 06 10 00 Rough Carpentry FIRE BLOCKING @ 10' SCALE: 3/8" = 1'-0"1 WALL SECTION D.5/2 SCALE: 3/8" = 1'-0"2 WALL SECTION D.5/1 SCALE: 3/8" = 1'-0"3 WALL SECTION 2.5/B.7 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL A -355 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 WALL SECTIONS PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION B2 A-501 B2 A-501 20'-0" B.O. FRONT EIFS 14'-0" B.O. CEILING ROOF ASSEMBLY 0'-1" Standing Seam 07 41 13 Metal Roof Panels 0'-0 3/4" Wood - OSB 06 10 00 Rough Carpentry 0'-9 1/4" Wood - Structural 06 10 00 Rough Carpentry FLOOR ASSEMBLY 0'-4" Concrete - Structural 03 30 00 Cast-in-Place Concrete 0'-4" Stone - Gravel 31 23 00 Excavation and Fill FLOOR ASSEMBLY 0'-0 3/4" Wood - Structural 06 10 00 Rough Carpentry 0'-11 1/4" Wood 2X12 - Structural - R-49 Min - Blow-In. 06 10 00 Rough Carpentry 0'-0 1/16" Vapor Barrier 07 25 00 Weather Barriers 0'-0 5/8" Gypsum Board 09 21 16 Gypsum Board Assemblies WALL ASSEMBLY 0'-3 5/8" Brick Masonry 04 26 00 Single-Wythe Unit Masonry 0'-0 1/2" Air Space - 0'-0 1/2" Wood - Sheathing 06 10 00 Rough Carpentry 0'-5 1/2" Wood - Structural - Insulation 06 10 00 Rough Carpentry 0'-0 1/16" Vapor Barrier 07 25 00 Weather Barriers 0'-0 5/8" Gypsum Board 09 21 16 Gypsum Board Assemblies WALL ASSEMBLY 0'-7 1/2" 06 10 00 Rough Carpentry FIRE BLOCKING @ 10' SCALE: 3/8" = 1'-0"1 WALL SECTION 2.5/B.8 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL A -401 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 ENLARGED PLANS PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION ENLG. PL AN & INT. ELEVATION GENERAL NOTES A. TILE MOVEMENT JOINTS REQUIRED AS INDICATED BELOW INTERIOR - MAX. 25 FT EACH DIRECTION EXTERIOR - 8-12 FT EACH DIRECTION INTERIOR TILE WORK EXPOSED TO SUNLIGHT - MAX. 12 FT EACH DIRECTION ABOVE-GROUND CONCRETE SLAB SUBTRATE - MAX. 12 FT EACH DIRECTION B. TOILET ROOMS ARE REQUIRED TO HAVE A SMOOTH, HARD NONABSORBENT SURFACE THAT EXTENDS AT LEAST 4 INCHES ONTO WALLS. C. REFER TO AF-100 SERIES SHEET FOR FLOOR FINISH SCHEDULE FOR WALL, BASE, CEILING AND FLOOR FINISHES. D. CASEWORK CONFIGURATIONS ARE PER ARCHITECTURAL WOODWORK INSTITUTE (AWI). E. TILE LAYOUT SHOULD START (1) ONE FULL TILE HEIGHT ABOVE THE FLOOR, ANY CUTTING THAT NEEDS TO HAPPEN SHALL BE CUT FROM THE BOTTOM TILE COURSE. 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 7'-0" 1'-0" 3'-6"1'-0"3'-6" 5 3 6 4 5 A-401 7 10 9 8 7 A-401 2 2 A-401 P11 P11 P11 P11 P11 P11 P11 P11 P11 P11 P11 P11 A15 A15 A15 A15 A15 A15 A15 A15 A15 A15 A15 A15 P12P12P10 P10 P10 P10 P10 A15 A17 A17 A17A17 A17 A17 A17 A17 P13P12 P9 A17A17 A24 A13 A13 A18A18 A18A18 A18A18 A18A18 P14 A26 A26 P11 P14 A16 A16 A16 A16 A16 A16 A16 A16 A24A24 A24A24 16" MIN 5'-6" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" A24 PB4 PB4 PB4 PB11 PB11 PB11 M30 A24 A24 A16 A24A24 A29 JAN. 113 WOMEN 112 MEN 111 1'-0" 5'-6" 1'-0" 6" 7'-0" 7'-0" 6" PT-2 B-1 ST-2 ST-2 DB1 14'-0" 2'-10" ALIGN TO CEILING 6'-0" A17 A18 A18 A18 A18 A17 A17A17 CT-1 PT-1 TL-1 A26 PT-1 TL-2 P14 6'-0" 2'-0" TYP. 1'-5" P10 P10 P10 P10 P10 P11 P11 P11 P11 A13 A15 A24 A15A15A15 A13 A13 A13A13A13A13 PT-1 TL-1 A24A13A24A24A24 6'-0" P11 A24 A15 A13 A26 PT-1 TL-1A24A24 6'-0" 2'-0" P10 A13 A17 A18 P14 TL-1 PT-1 CT-1 ST-2 ST-1 6'-0" A13 A15A26 TL-1 PT-1 P11 A16 A24A24A24 14'-0" 2'-10" ALIGN TO CEILING 6'-0" A17 A17 A17 A17 A18 A18A18A18 A26TL-1 PT-1 TL-2 PT-1 CT-1 P14 6'-0" P11 A17 A13 A18 PT-1 TL-1 CT-1 P14 ST-2 ST-1 6'-0" P11 P11 P11 P11 P11 P11 P11 P11 A15 A15 A15 A15 A15 A15 A15 A15 A15 A13 A13 A13 A13 A13 A13 A13 A13 TL-1 PT-1 A24 P11 A24A24A24 A24 RR KEYNOTES A13 A15 A16 A17 A18 A24 A26 A29 E20 P9 P10 P11 P12 P13 P14 10 21 13 10 28 13 10 28 13 10 28 13 <Undefined> 10 28 13 <Undefined> <Undefined> <Undefined> 22 00 00 22 00 00 22 00 00 22 00 00 22 00 00 12 36 00 TOILET PARTITION TOILET PAPER DISPENSER SANITARY NAPKIN DISPOSAL UNIT - O.F.C. PAPER TOWEL DISPENSER MIRROR VERTICAL, REAR, AND HORIZONTAL GRAB BARS BABY CHANGING STATION - O.F.O.I WALL- MOUNTED MOP / BROOM HOLDER WITH SHELF - PROVIDE AND INSTALL SOLID BLOCKING RECESSED LIGHT, SEE ELECTRICAL FLOOR SINK, SEE PLUMBING URINAL, SEE PLUMBING TOILET, SEE PLUMBING FLOOR DRAIN - SEE PLUMBING HOT WATER BOILER - SEE PLUMBING SINK - SEE PLUMBING SCALE: 1/4" = 1'-0" 1 RR ENLARGED PLANS SCALE: 1/4" = 1'-0" 2 CIRCULATION SCALE: 1/4" = 1'-0" 3 RR MEN SCALE: 1/4" = 1'-0" 4 RR MEN SCALE: 1/4" = 1'-0" 5 RR MEN SCALE: 1/4" = 1'-0" 6 RR MEN SCALE: 1/4" = 1'-0" 7 RR WOMEN SCALE: 1/4" = 1'-0" 8 RR WOMEN SCALE: 1/4" = 1'-0" 9 RR WOMEN SCALE: 1/4" = 1'-0" 10 RR WOMEN 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL A -402 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 ENLARGED PLANS PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION ENLG. PL AN & INT. ELEVATION GENERAL NOTES A. TILE MOVEMENT JOINTS REQUIRED AS INDICATED BELOW INTERIOR - MAX. 25 FT EACH DIRECTION EXTERIOR - 8-12 FT EACH DIRECTION INTERIOR TILE WORK EXPOSED TO SUNLIGHT - MAX. 12 FT EACH DIRECTION ABOVE-GROUND CONCRETE SLAB SUBTRATE - MAX. 12 FT EACH DIRECTION B. TOILET ROOMS ARE REQUIRED TO HAVE A SMOOTH, HARD NONABSORBENT SURFACE THAT EXTENDS AT LEAST 4 INCHES ONTO WALLS. C. REFER TO AF-100 SERIES SHEET FOR FLOOR FINISH SCHEDULE FOR WALL, BASE, CEILING AND FLOOR FINISHES. D. CASEWORK CONFIGURATIONS ARE PER ARCHITECTURAL WOODWORK INSTITUTE (AWI). E. TILE LAYOUT SHOULD START (1) ONE FULL TILE HEIGHT ABOVE THE FLOOR, ANY CUTTING THAT NEEDS TO HAPPEN SHALL BE CUT FROM THE BOTTOM TILE COURSE. 21'-10 1/2" 5 4 2 3 5 A-402 O3 M12 M11M16M16M16M16M3 M13 O2 O1 O1O2O2 O4 M10 POS 101 2'-10"M13 M11 E17 E17 E17 E17 E17 M16 M16 M16 M16 M10 A M12 E5 A23 A23 CT-1 B-1 PT-4 A23 S7 2'-10" 9'-8 1/2" M16 M10 O2 A23 CT-1 S7 E19 2'-10" 3'-6" 9'-8 1/2" O3 M13 M16 O1 M12 O4 M11 A23 B-1 CT-1 S7 E5 E19 4'-1"4'-1"4'-1"4'-11 1/2" 2'-10" 3'-6" 2'-10" 9'-8 1/2" O3 O2 O2 O2 O1 O1 O4 A23 E17 E17 E17 E17 E17 S7 CT-1 B-1 PL-1 E19 2'-6"2'-6" 12'-0" 9 A-402 8 A-402 7 A-402 10 A-402 FS1 FS7 FS4 FS2 FS7 FS8 FS5 FS6 FS5 FS8 DB12 DB13 DB12 DB22 DB23 1'-9"3'-3"2'-3"2'-9"1'-9" 2'-10" 2'-8" 11'-4" FS2 FS1 FS7 FS8 FS5 FS5 FS8 FS7 FS4FS3 FS6 CT-1 E17 S7 PL-1 B-1 A34 2'-6"1'-9"1'-9"1'-9"1'-9"2'-3" 2'-10" 2'-8" 11'-4" DB22 DB23 DB12 DB12 DB13 A23 S7 CT-1 PL-1 A34 B-1 5'-5" 2'-10" 2'-8"DB22FS1 DB23 CT-1 PL-1 E17S7 B-1 5'-8" 2'-10" 2'-8" DB12 DB23 FS7 FS2 S7 CT-1 PL-1 B-1 POS/ISLAND KEYNOTES DB12 DB13 DB22 FS1 FS2 FS4 FS5 FS6 FS7 FS8 M3 M10 M11 M12 M13 M16 O1 O2 O3 O4 - - - - - - - - - - - - - - <Undefined> - - - - - FRAZIL - 2 HEAD FRAZIL CUP / LID MERCHANDISER COFFEE - CREAMISER GRAB N GO HOT HOLD ROLLER GRILL MICROWAVE GEHL NACHO MACHINES NACHO CHIP MERCHANDISER CONDIMENT RACK NAPKIN DISPENSERS GONDOLA SINGLE SIDED WALL MOUNTED TV LOTTERY DISPLAY SCREEN LOTTERY REGISTER LOTTERY - SCRATCHCASE TOBACCO RACK - LOW BOY POS TERMINAL - FULL SERVICE POS TERMINAL - SELF CHECKOUT SAFE PHONE SCALE: 1/4" = 1'-0" 1 POS ENLARGED PLAN SCALE: 1/4" = 1'-0" 2 POS N SCALE: 1/4" = 1'-0" 3 POS E SCALE: 1/4" = 1'-0" 4 POS W SCALE: 1/4" = 1'-0" 5 POS S SCALE: 1/4" = 1'-0" 6 ISLAND CASEWORK ENLG PLAN SCALE: 1/4" = 1'-0" 7 ISLAND SCALE: 1/4" = 1'-0" 8 ISLAND SCALE: 1/4" = 1'-0" 9 ISLAND SCALE: 1/4" = 1'-0" 10 ISLAND 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL A -403 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 ENLARGED PLANS PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION ENLG. PL AN & INT. ELEVATION GENERAL NOTES A. TILE MOVEMENT JOINTS REQUIRED AS INDICATED BELOW INTERIOR - MAX. 25 FT EACH DIRECTION EXTERIOR - 8-12 FT EACH DIRECTION INTERIOR TILE WORK EXPOSED TO SUNLIGHT - MAX. 12 FT EACH DIRECTION ABOVE-GROUND CONCRETE SLAB SUBTRATE - MAX. 12 FT EACH DIRECTION B. TOILET ROOMS ARE REQUIRED TO HAVE A SMOOTH, HARD NONABSORBENT SURFACE THAT EXTENDS AT LEAST 4 INCHES ONTO WALLS. C. REFER TO AF-100 SERIES SHEET FOR FLOOR FINISH SCHEDULE FOR WALL, BASE, CEILING AND FLOOR FINISHES. D. CASEWORK CONFIGURATIONS ARE PER ARCHITECTURAL WOODWORK INSTITUTE (AWI). E. TILE LAYOUT SHOULD START (1) ONE FULL TILE HEIGHT ABOVE THE FLOOR, ANY CUTTING THAT NEEDS TO HAPPEN SHALL BE CUT FROM THE BOTTOM TILE COURSE. F 6 A-402 788 A-403 4 6 5 4 A-403 322 A-403 FS22 FS25 FS27 FS23 FS24 FS25 FS24 FS26 FS29 M30 DB6 P8P7 FS20 DB5 DB5 M30 DB3 DB3 DB4 O15 O13 DB7 O11 O4 O12 P8 P7 A3 A3 A3 M30 M30 A2 FS30 P4 P7 O16 A35 A1 A-571 FS28 P8 O10 O14 OFFICE 103 KITCHEN 104 4'-3"2'-0" 2'-10" 3'-2" O14 O10O4 O13 O11 O12 PT-2 B-1 7'-0" ALIGN TO CEILING O15 O16B-1 PT-2 FS29FS28FS26 FS24 FS25 FS23 WL-1 B-2 WL-1 B-2 ST-2 FS25 FS24 FS23DB6FS20 A2 FS27 B-2 WL-1 M30 ST-1WL-1 M30 B DB7 WL-1 WL-1 DB3 DB4 7'-0" P4 FS30 WL-1 B-2 CO OL ER ST-2 KITCHEN KEYNOTES A2 A3 A22 A35 DB1 DB2 DB3 DB4 DB5 DB6 DB7 FS20 FS22 FS23 FS24 FS25 FS26 FS27 FS28 FS29 FS30 M30 O4 O10 O11 O12 O13 O14 O15 O16 P4 P7 P7 P8 <Undefined> <Undefined> <Undefined> <Undefined> - - - - - - - <Undefined> - <Undefined> - - - - <Undefined> 22 00 00 <Undefined> - - - - <Undefined> - - - <Undefined> <Undefined> <Undefined> 22 00 00 22 00 00 WALL MOUNTED FIRE EXTINGUISHER SELF SERVICE COUNTERTOP CASE PLASTIC CUP DISPENSER, O.F.O.I. SUSPENDED CEILING CABLE PENETRATION SYSTEM PLATE FOUNTAIN - IDC PRO FOUNTAIN - CORNELIUS 12 HEAD FOUNTAIN BIB RACK FOUNTAIN CO2 TANK ICE MAKER ICE MAKER - BULK/BAGGER WATER FILTRATION SYSTEM FREEZER - 2 DOOR REACH IN SPEED OVEN MICROWAVE PREP TABLE W/ FRIDGE UNDER STAINLESS STEEL WORK TABLE, O.F.O.I. DRYING RACK ELECTRIC DROP DOWN 3-COMPARTMENT SINK, SEE PLUMBING HAND SINK, SEE PLUMBING. MOP SINK, SEE PLUMBING STORAGE RACKS PHONE COMPUTER & MONITOR PRINTER CHAIR FILE CABINET - 2 DRAWERS SAVI TV MONITOR DATA RACK - WALL MOUNTED MUSIC AND CAMERAS WATER HEATER, SEE PLUMBING FLOOR DRAIN - SEE PLUMBING FLOOR DRAIN - SEE PLUMBING FLOOR SINK - SINK PLUMBING 9'-0" FS24 FS26 FS27 FS25 M30 DB2 DB2 A3 A3 A3 A3 WL-1 B-2 ST-2FS29 FS28 FS20 DB6 P4 FS30 ST-2 B-2 WL-1WL-1 DB1 DB1 DB5 DB5 A22 CT-1 DB4 DB7 DB3 DB3 M30 FS22 FS23 FS24 FS25 FS24 M30 M30 WL-1 B-2 SCALE: 1/4" = 1'-0" 1 KITCHEN ENLARGED PLAN SCALE: 1/4" = 1'-0" 2 OFFICE E SCALE: 1/4" = 1'-0" 3 OFFICE W SCALE: 1/4" = 1'-0" 4 KITCHEN S SCALE: 1/4" = 1'-0" 5 KITCHEN N SCALE: 1/4" = 1'-0" 6 KITCHEN W SCALE: 1/4" = 1'-0" 7 KITCHEN W SCALE: 1/4" = 1'-0" 8 KITCHEN E 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL A -404 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 ENLARGED PLANS PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION ENLG. PL AN & INT. ELEVATION GENERAL NOTES A. TILE MOVEMENT JOINTS REQUIRED AS INDICATED BELOW INTERIOR - MAX. 25 FT EACH DIRECTION EXTERIOR - 8-12 FT EACH DIRECTION INTERIOR TILE WORK EXPOSED TO SUNLIGHT - MAX. 12 FT EACH DIRECTION ABOVE-GROUND CONCRETE SLAB SUBTRATE - MAX. 12 FT EACH DIRECTION B. TOILET ROOMS ARE REQUIRED TO HAVE A SMOOTH, HARD NONABSORBENT SURFACE THAT EXTENDS AT LEAST 4 INCHES ONTO WALLS. C. REFER TO AF-100 SERIES SHEET FOR FLOOR FINISH SCHEDULE FOR WALL, BASE, CEILING AND FLOOR FINISHES. D. CASEWORK CONFIGURATIONS ARE PER ARCHITECTURAL WOODWORK INSTITUTE (AWI). E. TILE LAYOUT SHOULD START (1) ONE FULL TILE HEIGHT ABOVE THE FLOOR, ANY CUTTING THAT NEEDS TO HAPPEN SHALL BE CUT FROM THE BOTTOM TILE COURSE. 6 A-402 7 7 A-404 6 6 A-404 4 4 A-404 FS11 FS15 DB20 DB21 DB20 DB2 DB2 DB16 DB16 A23 A23 A1 A-571 DB24 DB1 DB1 DB10 DB10 DB11 DB15 DB15 DB5 DB5 3'-0"3'-3"2'-6"2'-6"3'-6"2'-9"2'-9"3'-6" 9'-8" 2'-10" ALIGN TO CEILING DB2 DB1 DB5 DB1DB10DB10 DB11 DB15DB15 DB16DB16 A23S7 A23 TL-3 PT-2 PL-1 CT-1 A22 ST-1 ST-2 ST-2 E19 DB5 DB2 E20 2'-8"3'-0"3'-0 3/8" 2'-10" ALIGN TO CEILING DB24 DB20 DB21 DB20 FS11 E17 CT-1 TL-3 PT-2 PL-1 S7E19 B-1 2'-10" 6'-1 3/8" 3'-0" FS11 FS15 S7 TL-3 PT-2 PL-1 CT-1 B-1 E19 1. A-402 1. A-405 2 32 A-404 M1 M2 M18 FS10 FS10 PB1 PB1 PB1 PB1 M1M1 M2M2 M1 M1 M4 M4M6M6 B1 A-501 C-STORE 102 8'-2" 1 1/2" A23 E17 E17 E17 E17 E17 PT-2 B-1 S7 PT-4 8'-2" 1 1/2"3'-0" 6'-0" F.V. MATCH DOOR WIDTH PT-2 PT-4 B-1 E17 E17 E17 E17 A23A23 S7 TL-3 A33 E18E18E18 C-STORE KEYNOTES A22 A23 A23 A33 DB1 DB2 DB5 DB10 DB11 DB15 DB16 DB20 DB21 DB24 E17 E18 E19 E20 FS10 FS11 FS15 M1 M2 M4 M6 M18 PB1 <Undefined> <Undefined> <Undefined> 10 26 00 - - - - - - - - - - <Undefined> <Undefined> <Undefined> <Undefined> - - 22 00 00 - - - <Undefined> - - PLASTIC CUP DISPENSER, O.F.O.I. SIGN PACKAGE BY OWNER SIGN PACKAGE BY OWNER 1x4 MDF TRIM, PREP AND PAINT PT-3 KENSINGTON BLUE FOUNTAIN - IDC PRO FOUNTAIN - CORNELIUS 12 HEAD ICE MAKER FIZZY ICE - VIPER 4 HEAD FIZZY ICE CUP / LID DISPENSER SOFT SERVE DISPENSER SOFT SERVE CONE HOLDER COFFEE - BEAN 2 CUP MACHINE COFFEE - CAPPUCCINO MACHINE COFFE MACHINE - LID MERCHANDISER LINEAR PENDANT, SEE ELECTRICAL LINEAR SURFACE MOUNT, SEE ELECTRICAL SUSPENDED PENDANT, SEE ELECTRICAL RECESSED LIGHT, SEE ELECTRICAL DELI COLD CASE - END CAP COOKIE/DONUT CASE HAND WASH SINK - SEE PLUMBING GONDOLA - 4' GONDOLA END CAP PROMO BIN WALL MERCHANDISER (QUEUE) CANDY LIGHTNING DISPLAY COOLERS - END CAP SCALE: 1/4" = 1'-0" 5 C-STORE ENLARGED PLAN SCALE: 1/4" = 1'-0" 7 C-STORE E SCALE: 1/4" = 1'-0" 6 C-STORE SE SCALE: 1/4" = 1'-0" 4 C-STORE S SCALE: 1/4" = 1'-0" 1 C-STORE ENLARGED PLAN SCALE: 1/4" = 1'-0" 2 C-STORE S SCALE: 1/4" = 1'-0" 3 C-STORE W 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL A -405 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 ENLARGED PLANS PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION ENLG. PL AN & INT. ELEVATION GENERAL NOTES A. TILE MOVEMENT JOINTS REQUIRED AS INDICATED BELOW INTERIOR - MAX. 25 FT EACH DIRECTION EXTERIOR - 8-12 FT EACH DIRECTION INTERIOR TILE WORK EXPOSED TO SUNLIGHT - MAX. 12 FT EACH DIRECTION ABOVE-GROUND CONCRETE SLAB SUBTRATE - MAX. 12 FT EACH DIRECTION B. TOILET ROOMS ARE REQUIRED TO HAVE A SMOOTH, HARD NONABSORBENT SURFACE THAT EXTENDS AT LEAST 4 INCHES ONTO WALLS. C. REFER TO AF-100 SERIES SHEET FOR FLOOR FINISH SCHEDULE FOR WALL, BASE, CEILING AND FLOOR FINISHES. D. CASEWORK CONFIGURATIONS ARE PER ARCHITECTURAL WOODWORK INSTITUTE (AWI). E. TILE LAYOUT SHOULD START (1) ONE FULL TILE HEIGHT ABOVE THE FLOOR, ANY CUTTING THAT NEEDS TO HAPPEN SHALL BE CUT FROM THE BOTTOM TILE COURSE. 2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6" 4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0" 12 13 12 A-405 PB3 PB3 PB3 PB3 PB3 PB3 PB3 PB3 PB3 PB3 PB3 PB3 PB10 PB10 PB10 PB10 PB10 PB10 PB10 PB10PB10PB10PB10PB10PB10 PB4 PACKAGE BEV 105 5'-0 33/64" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 8 1/16" 2'-6" 2'-6" 2'-6" 2'-6"7 8 9 10 7 A-405 566 A-405 2 3 4 3 A-405 PB3 PB4 PB4 PB4 PB4 PB4 PB4 PB4 PB3 PB3 PB3 PB3 PB3 PB11 PB11 PB11 P8 M8 M8 M9 M30 M30 M30 FREEZER 109 BEER 108 DISPLAY/PALLET 107 PB4 PB4 CO OL ER PB4 PB4 PB4 PB4 PB4 PB4 PB4 PB4PB4PB4PB4 CO OL ER PB3 PB3 PB3 PB3 PB3 PB3 PB3 PB3 PB3 PB3 PB3 PB3 PB10 PB10 PB10 PB10 PB10 PB10 PB10 PB3 PB3 PB3 PB3 PB3 PB11 PB11 PB11 M30 M30M30M30M8 M9 M8 M8 PACKED COOLERS KEYNOTES M8 M9 M30 P8 PB3 PB4 PB10 PB11 - - - - - - - - ICE DISPLAY SHELVING ICE CREAM DISPLAY SHELVING STORAGE RACKS FLOOR SINK - SINK PLUMBING DISPLAY SHELVING & GLIDES BEER CAVE DISPLAY SHELVES COOLER SHELVING - LIBRARY RACKS BEER BACKSTOCK SHELVING SCALE: 1/4" = 1'-0" 11 PACKAGED BEV ENLARGED PLAN SCALE: 1/4" = 1'-0" 1 BEER CAVE, BEER, AND FREEZER ENLG PLAN SCALE: 1/4" = 1'-0" 9 DISPLAY/PALLET N SCALE: 1/4" = 1'-0" 7 DISPLAY/PALLET S SCALE: 1/4" = 1'-0" 8 DISPLAY/PALLET W SCALE: 1/4" = 1'-0" 10 DISPLAY/PALLET E SCALE: 1/4" = 1'-0" 13 PACKAGE BEV N SCALE: 1/4" = 1'-0" 12 PACKAGE BEV S SCALE: 1/4" = 1'-0" 6 BEER E SCALE: 1/4" = 1'-0" 5 BEER W SCALE: 1/4" = 1'-0" 2 FREEZER W SCALE: 1/4" = 1'-0" 3 FREEZER N SCALE: 1/4" = 1'-0" 4 FREEZER E 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL CIVIL A -501 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 SECTION DETAILS PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION 06 16 00 - Sheathing Wood - OSB 09 21 00 Gypsum Glass Matt 07 21 00 R-30 Insulation - Foam Board 07 54 00 60 Mil. TPO Roofing Membrane Metal Truss, Ref. Structural 06 11 00 & 07 21 16 - Wood Framing + Insulation Wood - Structural - Insulation 06 16 00 - Sheathing Wood - Sheathing 06 10 00 & 07 21 26 Wood Framing + Insulation Wood - Structural - R-22 Min. Blow-in Insulation 07 61 00 - Standing Metal Roofing Standing Seam 06 16 00 - Sheathing Wood - OSB 07 46 19 Steel Soffit Steel - Soffit Steel Flashing with Drip Edge 07 24 00 Exterior Insulation and Finish System EIFS White 07 25 00 Fluid Applied Air Barrier 07 25 00 Air Barrier Butyl Tape Sealant Shed Ridge Cap Nothced Neoprene Pre Notched Z Closure S.S. Painted Pop Rivet 24" O.C. Steel Soffit J Channel 06 10 00 & 07 21 26 Wood Framing + Insulation Wood - Structural - R-22 Min. Blow-in Insulation 07 92 00 3/4" Closed Cell Backer Rod and Sealant Insulation End Wrap Per EIFS Manufacturer 09 29 00 - Gypsum Board Gypsum Board 06 11 00 - Framing Lumber Wood - Structural 09 30 13 - Ceramic Tiling Tile - Walls 06 10 00 & 07 21 26 Wood Framing + Insulation Wood - Structural - R-22 Min. Blow-in Insulation 06 10 00 2X4 Blocking06 10 00 2X4 Blocking06 10 00 2X4 Blocking 2" 10" 3 3/8" 3"6" 1" 1" 1" 1" 1" 06 10 00 & 07 21 26 Wood Framing + Insulation Wood - Structural - R-22 Min. Blow-in Insulation 06 16 00 - Sheathing Wood - Sheathing 07 25 00 Fluid Applied Air Barrier 1/2" Plywood 07 21 13 - Board Insulation Insulation - Foam Board 06 10 00 1/2" Plywood 06 10 00 1x2 Furring Strip 07 54 00 New 60 Mil. TPO Roofing Membrane to Wrap to Exterior Side of Wall 06 16 00 - Sheathing Wood - Sheathing 06 11 00 - 2x4 Wood Framing 06 11 00 - 2x4 Blocking Min. 5% Slope 09 21 16 Gypsum Board Assemblies, Glassmat Board 07 62 00 Sheet Metal Flashing & Trim, Metal Cap "S" Pocket Termination Bar 07 62 00 Coping Cleat 07 62 00 Coping Cleat 4" 4" 1'-0" 09 21 16 Gypsum Board 13 21 26 Cold Storage Rooms 2x Redwood At Insulated Slab Edge, Typ. 31 23 00 - Gravel Stone - Gravel 07 21 13 - Board Insulation R-10 XPS Insulation - Foam Board 31 23 00 - Gravel Stone - Gravel 03 31 00 - Reinforced Concrete Concrete - Structural 13 21 26 Cold Storage Rooms 03 31 00 - Reinforced Concrete Concrete - Structural 07 25 00 - Vapor Barrier Vapor Barrier 07 21 13 - Board Insulation R-10 XPS Insulation - Foam Board 06 16 00 - Sheathing Wood - OSB 06 10 00 & 07 21 26 Wood Framing + Insulation Wood - Structural - R-22 Min. Blow-in Insulation 07 21 26 Insulation - Blow In Cellulose 06 10 00 & 07 21 26 Wood Framing + Insulation Wood - Structural - R-22 Min. Blow-in Insulation 09 21 00 Gypsum Glass Matt 06 16 00 - Sheathing Wood - Sheathing 07 54 00 60 Mil. TPO Roofing Membrane 07 21 00 R-30 Insulation - Foam Board 07 54 00 60 Mil. TPO Roofing Membrane Metal Truss, Ref. Structural 1" 1" 2" 10" 1" 1"5"5 1/2" 07 46 13 Steel Siding Steel - Siding 06 16 00 - Sheathing Wood - Sheathing 06 11 00 - Wood Framing Wood - Structural 07 62 00 Sheet Metal Flashing and Trim Metal - Trim 07 62 00 Metal Flashing with 1/2" Drip Edge 07 65 26 Self-Adhering Sheet Flashing Fire Blocking 07 46 19 Steel J-Channel 07 65 26 Self- Adhering Sheet Flashing 07 24 00 Exterior Insulation and Finish System EIFS 07 25 00 Fluid Applied Air Barrier 06 11 00 - 2x4 Wood Framing06 11 00 - 2x4 Wood Framing 06 16 00 - Sheathing Wood - Sheathing 06 16 00 - Sheathing Wood - Sheathing 06 16 00 - Sheathing Wood - Sheathing 07 21 00 Thermal Insulation - Foam Board 07 24 00 EIFS System 07 24 00 Insulation End Wrap Per EIFS Manufacturer 04 21 13 - Brick Masonry Brick Masonry 07 24 00 - Exterior Insulation and Finish System EIFS 04 21 13 - Brick Masonry Brick Masonry Self Adhered Flashing 07 62 00 Metal Flashing with Drip Edge 06 16 00 - Sheathing Wood - Sheathing 06 10 00 & 07 21 26 Wood Framing + Insulation Wood - Structural - R-22 Min. Blow-in Insulation 1/2" Air Gap 07 25 00 Fluid Applied Air Barrier Kurf Cut Drip Edge 1" MIN. 1/2" 1" 09 29 00 - Gypsum Board Gypsum Board 06 16 00 - Sheathing Wood - Sheathing 04 21 13 - Brick Masonry Brick Masonry 22-03 31 00 Reinforced Concrete Footing, See Structural 31 23 00 - Gravel Stone - Gravel 07 25 00 - Vapor Barrier Underslab Vapor Barrier 07 95 00 Expansion Joint Expansion Joint 07 21 00 R-7.5 XPS Insulation - Foam Board 31 23 00 - Gravel Stone - Gravel 07 95 00 Expansion Joint Expansion Joint 06 10 00 & 07 21 26 Wood Framing + Insulation Wood - Structural - R-22 Min. Blow-in Insulation 1/4" 1/4" 1/4" 06 10 00 & 07 21 26 Wood Framing + Insulation Wood - Structural - R-22 Min. Blow-in Insulation 06 16 00 - Sheathing Wood - Sheathing 07 25 00 Fluid Applied Air Barrier 07 24 00 - Exterior Insulation and Finish System EIFS 09 29 00 - Gypsum Board Gypsum Board 07 25 00 - Vapor Barrier Vapor Barrier 07 25 00 Fluid Applied Air Barrier 07 25 00 Air Barrier Metal Flashing with Drip Edge Soffit J Channel 07 92 00 3/4" Closed Cell Backer Rod and Sealant Insulation End Wrap Per EIFS Manufacturer Drip Edge Self-Adheared Flashing Utility Cleat Butyl Tape Butyl Tape SCALE: 1 1/2"= 1'-0"A1 PARAPET @ ROOF SCALE: 1 1/2"= 1'-0"C1 TOP OF EAVE @ BRICK SCALE: 1" = 1'-0"C2 BATHROOM SOFFIT SCALE: 1 1/2"= 1'-0"C4 EFIS CAP DETAIL SCALE: 1 1/2"= 1'-0"B1 COOLER SLAB DETAIL SCALE: 1" = 1'-0"C3 SLOPED ROOF @ PARAPET SCALE: 1 1/2"= 1'-0"B2 FRONT EFIS DETAIL SCALE: 1 1/2"= 1'-0"B3 EFIS TO BRICK TRANSITION SCALE: 1 1/2"= 1'-0"B4 BRICK TERMINATION DETAIL SCALE: 3" = 1'-0"A2 EIFS COLOR TRANSITION DETAIL SCALE: 1 1/2"= 1'-0" A3 ROOF RAKE 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL CIVIL A -502 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 SECTION DETAILS PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION 07 21 00 R-30 Insulation - Foam Board 06 16 00 - Sheathing Wood - OSB 06 10 00 & 07 21 26 Wood Framing + Insulation Wood - Structural - R-22 Min. Blow-in Insulation 06 16 00 - Sheathing Wood - Sheathing 06 11 00 & 07 21 16 Wood Framing + Insulation 2x12 Wood - R-49 Min. Blow In. 09 29 00 - Gypsum Board Gypsum Board 07 25 00 - Vapor Barrier Vapor Barrier 09 29 00 - Gypsum Board Gypsum Board TRUSS PER STRUCTURAL SIMPSON DTC CLIP - SEE STRUCTURAL 09 23 00 GYPSUM BOARD 06 11 00 & 07 21 16 - Wood Framing + Insulation Wood - Structural - Insulation 06 16 00 - Sheathing Wood - OSB 07 21 00 R-30 Insulation - Foam Board 07 54 00 60 Mil. TPO Roofing Membrane 09 29 00 - Gypsum Board09 29 00 - Gypsum Board 1'-2" 06 16 00 - Sheathing Wood - OSB 07 21 00 R-30 Insulation - Foam Board 07 54 00 60 Mil. TPO Roofing Membrane 06 16 00 - Sheathing Wood - Sheathing 07 25 00 Air Barrier Hot Dipped Galvanized Roof Nails @ 12" O.C. Max. 07 62 00 Sheet Metal Flashing Flashing with Drip Edge 08 11 13 Hollow Metal Door & Frame 07 92 00 Sealant, Both Sides 07 46 19 Steel Soffit Steel - Soffit 07 61 00 - Standing Metal Roofing Standing Seam 06 16 00 - Sheathing Wood - OSB 06 10 00 & 07 21 26 Wood Framing + Insulation Wood - Structural - R-22 Min. Blow-in Insulation 06 10 00 & 07 21 26 Wood Framing + Insulation Wood - Structural - R-22 Min. Blow-in Insulation 07 24 00 Exterior Insulation and Finish System EIFS White 07 25 00 Fluid Applied Air Barrier 07 25 00 Weather Barrier Metal Flashing with Drip Edge Soffit J Channel 06 11 00 & 07 21 16 Wood Framing + Insulation 2x12 Wood - R-49 Min. Blow In. 07 92 00 3/4" Closed Cell Backer Rod and Sealant Insulation End Wrap Per EIFS Manufacturer Drip Edge Self-Adheared Flashing SCALE: 1" = 1'-0"A2 BACK VESTIBULE TO ROOF DETAIL SCALE: 1 1/2"= 1'-0"B3 INT. WALL @ B.O. TRUSS SCALE: 1 1/2"= 1'-0"A3 INT. WALL @ ROOF SCALE: 1 1/2"= 1'-0"B1 BACK VESTIBULE TO ROOF DETAIL SCALE: 1 1/2"= 1'-0"C2 ROOF EAVE DETAIL SCALE: 1/8" = 1'-0" A1 LADDER 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL CIVIL A -511 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 PLAN DETAILS PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION 2'-0" 10'-0" 2'-6"2'-6"2'-6"2'-6"LIGHT GUAGE C-CHANEL STEEL POWDERCOATED LIGHT GUAGE C-CHANEL STEEL POWDERCOATED 05 50 00 LIGHT GUAGE C- CHANEL STEEL, 05 05 13 POWDERCOATED LIGHT GUAGE HOLLOW STEEL TUBING STEEL POWDERCOATED 05 50 00 LIGHT GUAGE HOLLOW STEEL TUBING STEEL, 05 05 13 POWDERCOATED 06 10 00 & 07 21 26 Wood Framing + Insulation Wood - Sheathing-R-22 Min. Blow-in Insulation 09 21 16 Gypsum Board 07 25 00 Air Barrier 1/2" Air Gap 04 26 00 Single- Wythe Unit Masonry 06 10 00 Sheathing Wood - Sheathing 2'-4" 4" 8"2-1/2" X 3/8" METAL MOUNTING BRACKET TREAD STRINGER 04 26 00 Single-Wythe Unit Masonry Brick Masonry 07 62 00 Steel J Channel 07 46 16 Steel Siding 07 25 00 Fluid Applied Air Barrier 06 10 00 Sheathing Wood 06 10 00 & 07 21 26 Wood Framing + Insulation Wood - Structural - R-22 Min. Blow-in Insulation 07 25 00 Vapor Barrier 09 21 16 Gypsum Board 09 21 16 Gypsum Baord 07 25 00 Vapor Barrier 07 92 00 3/4" Closed Cell Backer Rod and Sealant 06 10 00 & 07 21 26 Wood Framing + Insulation Wood - Structural - R-22 Min. Blow-in Insulation 06 10 00 Sheathing 07 25 00 Fluid Applied Air Barrier 07 21 13 Board Insulation 07 24 00 Exterior Insulation and Finish System EFIS 04 26 00 Single-Wythe Unit Masonry 1/2" Air Gap SCALE: 3/4" = 1'-0" B1 SUNSHADE DETAIL SCALE: 1" = 1'-0" A1 BRICK TO STUCCO INSIDE CORNER SCALE: 1" = 1'-0" A3 LADDER ACCESS DETAIL SCALE: 1 1/2"= 1'-0" A2 BRICK TO STUCCO INSIDE CORNER SCALE: 1 1/2"= 1'-0" B3 BRICK TO EIFS 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL CIVIL A -521 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 CEILING DETAILS PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION 07 46 16 Steel Siding 06 10 00 Wood Sheathing 06 10 00 & 07 21 26 Wood Framing + Insulation Wood - Structural - R-22 Min. Blow-in Insulation 09 21 16 Gypsum Board 09 21 16 Gypsum Board 06 11 00 Framing Lumber Wood - Structural 09 21 16 Gypsum Board 13 21 26 Cold Storage Rooms 06 10 00 Plywood 06 10 00 & 07 21 26 Wood Framing + Insulation Wood - Structural - Batt Insulation 2X6 Insulated Wood Framing 06 11 00 Framing Lumber Wood - Structural 09 21 16 Gypsum Board 09 21 16 Gypsum Board 06 11 00 Framing Lumber Wood - Structural 9'-0" WALL ASSEMBLY 0'-0 5/8" Gypsum Board 0'-3 1/2" Wood - Structural WALL ASSEMBLY 0'-0 1/8" 60 Mil. TPO Roofing Membrane 0'-7" R-30 Insulation - Foam Board 0'-0 3/4" Wood - OSB ROOF SHEATHING TO EXTEND FROM BOTTOM SUSPENDED WALL TO TOP OF TOP 7 CHORD OF TRUSS, SEE STRUCTURAL MDF 7'-0" <ID> Wood - Structural Gypsum Board Cold Storage Rooms Gypsum Board 6" 3'-3 1/2" 6" 09 21 16 Gypsum Board 06 11 00 Framing Lumber Wood - Structrural 09 21 16 Gypsum Board 06 11 00 Framing Lumber Wood - Structrural 06 11 00 Framing Lumber Wood - Structrural Roof Structure 09 21 16 Gypsum Board09 21 16 Gypsum Board BlockingRoof Structure SCALE: 1" = 1'-0"A1 EXT. VESTIBULE WALL @ CEILING SCALE: 1" = 1'-0" B1 GYP. @ COOLER SCALE: 1/2" = 1'-0" B2 SUSPENDED CEILING SCALE: 1/2" = 1'-0" A2 SUSPENDED WALL SCALE: 1/2" = 1'-0" A3 CEILING @ WATER HEATER SCALE: 3/4" = 1'-0" C2 BRICK TO STUCCO INSIDE CORNER 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL CIVIL A -571 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 DOOR DETAILS PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION 3" x 3" x 3/16" 3" x 3" x 3/16" 2" x 2" x 1/8" 3" x 2" x 3/16" FASCIA MOUNTING CHANNEL 3/16" STEEL BRACKET PLATE ABOVE 2X10 SOLID BLOCKING AS NEEDED AT EACH FASTENER PROVIDE FASTENERS PER MANUFACTURER ROLLUP DOOR PER SCHEDULE - SEE ELECTRICAL FOR POWER BEAM PER STRUCTURAL 09 29 00 GYPSUM BOARD 1 1/2" MIN. 32" CLEAR MIN. 4" MIN. DOOR HANDLE WOOD TRIM POCKET DOOR FRAME 5/8" GYPSUM BOARD DOOR STOP, DAMPER, AND BUMPER POSITIONED SO THAT DOOR CLEARANCES ARE MET WOOD FRAMING WOOD TRIM DAMPER 09 29 00 - Gypsum Board Gypsum Board 06 10 00 & 07 21 26 Wood Framing + Insulation Wood - Structural - R-22 Min. Blow-in Insulation 07 25 00 - Vapor Barrier Vapor Barrier 07 25 00 Fluid Applied Air Barrier 04 21 13 - Brick Masonry Brick Masonry 1" 06 16 00 - Sheathing Wood - Sheathing 08 11 13 Hollow Metal Door Frame 08 43 13 Storefront Door Threshold 03 30 00 Cast-in-Place Concrete 07 95 00 Expansion Joint 03 30 00 Cast-in-Place Concrete 31 23 00 Stone - Gravel 03 30 00 Cast-in-Place Concrete 07 25 00 Fluid Applied Air Barrier 07 62 00 Flashing and Drip Edge Self Adhered Flashing Structural Beam - See Structural 09 29 00 - Gypsum Board Gypsum Board 06 16 00 - Sheathing Wood - Sheathing 04 26 00 Galvanized Angle Painted with Bituminous Material on the Bottom, See Structural 04 26 00 Single-Wythe Unit Masonry Brick Masonry Cavity Drainage Mat Weepholes @ 24" O.C. 07 25 00 - Vapor Barrier Vapor Barrier 5 3/4"1" 08 11 13 Hollow Metal Door Frame 07 92 00 Sealant, Both Sides 1" 06 10 00 & 07 21 26 Wood Framing + Insulation Wood - Structural - R-22 Min. Blow-in Insulation 06 16 00 - Sheathing Wood - Sheathing 09 29 00 - Gypsum Board Gypsum Board 07 25 00 Fluid Applied Air Barrier 07 62 00 Aluminum Flashing and Drip Edge Self Adheared Flashing 08 43 13 Storefront System Structural Beam - See Structural Shim 07 92 00 3/8" Backer Rod and Sealant 07 24 00 - Exterior Insulation and Finish System EIFS 07 25 00 - Vapor Barrier Vapor Barrier 1" 07 25 00 Fluid Applied Air Barrier Shim 08 43 13 Storefront System 09 29 00 - Gypsum Board Gypsum Board 06 10 00 & 07 21 26 Wood Framing + Insulation Wood - Structural - R-22 Min. Blow-in Insulation 06 16 00 - Sheathing Wood - Sheathing 07 92 00 3/8" Backer Rod and Sealant 07 24 00 - Exterior Insulation and Finish System EIFS 07 25 00 - Vapor Barrier Vapor Barrier 1/2" 06 10 00 & 07 21 26 Wood Framing + Insulation Wood - Structural - R-22 Min. Blow-in Insulation 06 16 00 - Sheathing Wood - Sheathing 07 25 00 Fluid Applied Air Barrier 07 62 00 Steel J Channel 07 62 00 Aluminum Flashing and Drip Edge Self Adhered Flashing to Separate Disimilar Flashing Materials 08 43 13 Storefront System Structural Beam - See Structural 07 46 16 Steel Siding Steel - Siding Shim 07 92 00 3/8" Backer Rod and Sealant 09 29 00 - Gypsum Board Gypsum Board 07 25 00 - Vapor Barrier Vapor Barrier SCALE: 3" = 1'-0" B1 ROLLUP JAMB DETAIL SCALE: 1 1/2"= 1'-0" C1 ROLLUP HEADER DETAIL SCALE: 1 1/2"= 1'-0" A1 POCKET DOOR SCALE: 3" = 1'-0" B3 EXT. SF DOOR JAMB BRICK SCALE: 1 1/2"= 1'-0" A4 EXT. SF DOOR SILL SCALE: 3" = 1'-0" C3 EXT. SF DOOR HEADER BRICK SCALE: 3" = 1'-0" C4 EXT. DOOR HEADER EFIS SCALE: 3" = 1'-0" B4 EXT. DOOR JAMB EFIS SCALE: 3" = 1'-0" C2 EXT. DOOR HEADER SIDING 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL CIVIL A -572 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 WINDOW & DOOR DETAILS PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION 1" Shim 08 43 13 Storefront System 09 29 00 - Gypsum Board Gypsum Board 06 10 00 & 07 21 26 Wood Framing + Insulation Wood - Structural - R-22 Min. Blow-in Insulation 06 16 00 - Sheathing Wood - Sheathing 07 92 00 3/8" Backer Rod and Caulk 07 25 00 - Vapor Barrier Vapor Barrier 07 25 00 Fluid Applied Air Barrier 04 21 13 - Brick Masonry Brick Masonry 06 10 00 & 07 21 26 Wood Framing + Insulation Wood - Structural - R-22 Min. Blow-in Insulation 06 16 00 - Sheathing Wood - Sheathing 07 25 00 Fluid Applied Air Barrier 07 62 00 Aluminum Flashing and Drip Edge Self Adheared Flashing 08 56 59 Window System Structural Beam - See Structural Shim 07 92 00 3/8" Backer Rod and Sealant 07 24 00 - Exterior Insulation and Finish System EIFS 07 25 00 - Vapor Barrier Vapor Barrier 1" 04 21 13 - Brick Masonry Brick Masonry 04 21 13 - Brick Masonry Brick Masonry 06 16 00 - Sheathing Wood - Sheathing 06 10 00 & 07 21 26 Wood Framing + Insulation Wood - Structural - R-22 Min. Blow-in Insulation 1/2" Air Gap Kurf Cut Drip Edge 08 43 13 Storefront System 07 92 00 3/8" Backer Rod and Caulk Shim 07 25 00 Fluid Applied Air Barrier 07 62 00 Aluminum Flashing and Drip Edge 1" 07 25 00 Fluid Applied Air Barrier 07 62 00 Flashing and Drip Edge Self Adheared Flashing 08 43 13 Storefront System Structural Beam - See Structural 09 29 00 - Gypsum Board Gypsum Board 06 16 00 - Sheathing Wood - Sheathing 04 26 00 Galvanized Angle Painted with Bituminous Material on the Bottom, See Structural 04 26 00 Single-Wythe Unit Masonry Brick Masonry Cavity Drainage Mat Weepholes @ 24" O.C. Shim 07 92 00 3/8" Backer Rod and Sealant 07 25 00 - Vapor Barrier Vapor Barrier DOOR PER SCHEDULE #Hotlink and Element ID #Hotlink and Element ID Door Per Schedule 09 21 16 Gypsum Board 06 10 00 & 07 21 26 Wood Framing + Insulation Wood - Structural - R-22 Min. Blow-in Insulation 06 10 00 Wood Sheathing 09 21 16 Gypsum Board SCALE: 3" = 1'-0" B1 EXT. WINDOW JAMB SCALE: 3" = 1'-0" C1 WINDOW HEADER DETAIL SCALE: 3" = 1'-0" A1 WINDOW SILL DETAIL SCALE: 3" = 1'-0" C2 DRIVE THRU WINDOW HEADER SCALE: 3" = 1'-0" C4 INT. DOOR HEADER DETAIL SCALE: 3" = 1'-0" B4 INT. DOOR JAMB 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL A -601 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 DOOR & WINDOW SCHEDULE PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION DOOR GENERAL NOTES A. INTERIOR DOORS TO BE TRIMMED TO A CLEARANCE OF 1/2" OFF FINISHED FLOOR SURFACE EXCEPT FOR RESTROOM DOORS - RESTROOM DOORS TO BE TRIMMED 1" OFF FINISHED FLOOR SURFACE B. DUE TO MULTIPLE USE, SOME OF THE DETAILS REFFERED TO IN THE DOOR SCHEDULE ARE REVERSED AND/OR TURNED FROM THE DIRECTION SHOWN ON THE FLOOR PLAN. THE GENERAL INTENT OF DETAILS SHALL IN ALL CASES BE FOLLOWED AND THE ARCHITECT CONSULTED SHOULD QUESTIONS ARISE. C. ALL DOORS, DOOR FINISHES, HARDWARE TYPES, HARDWARE FINISHES, FLOOR FINISHES, AND WALL FINISHES SHALL BE REVIWED AND VERIFIED BY THE OWNER. D. REFER TO FLOOR PLAN A-101 FOR DOOR LOCATIONS E. INTERIOR DOORS ARE TO BE ADA COMPLIANT AND TO RECEIVE LEVER HANDLE HARDWARE. F. PROVIDE SIGNAGE FOR MEN AND WOMEN RESTROOMS. SIGN TO BE MOUNTED 60" HIGH ON WALL, 9" FROM LATCH SIDE OF DOOR. DOOR HARDWARE NOTES: 1. HARDWARE FINISH BY OWNER 2. TYPICAL HINGE SIZE TO BE 4.5 X 4.5, ALL DOORS 3'6" OR WIDER TO HAVE 5 X 4.5 HINGES. 3. ALL DOOR HARDWARE SHALL BE MOUNTED 36" ABOVE FINISH FLOOR, U.N.O. 4. WHEN APPLICABLE CARD READERS TO BE LOCATED WITHIN 18" OF DOOR STRIKE. 5. PER. ADA 404.2.8.A, INSTALL CLOSERS SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE DOOR WILLTAKE AT LEAST 5 SECONDS TO MOVE TO A POSTION 12 DEGREES FROM THE LATCH. 6. DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS REQUIRED TO BE ACCESSIBLE BY CHAPTER 11 OF THE IBC SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. SEE P-LEVER DESIGN BELOW DOOR SCHEDULE ID 100 100 102 103 103 104 106 110 110 113 200 202 300 300 301 100 C A B A B A C A B ROOM NAME VESTIBULE VESTIBULE C-STORE OFFICE OFFICE KITCHEN ELEC. CIRCULATION CIRCULATION JAN. CIRCULATION KITCHEN CIRCULATION CIRCULATION KITCHEN DOOR LEAF NOMINAL WIDTH 3'-0" 6'-0" 6'-0" 3'-0" 3'-0" 2'-6" 4'-0" 3'-0" 7'-0" 7'-0" 3'-0" 6'-0" 4'-0" 7'-0" 6'-0" 4'-0" NOMINAL HEIGHT 4'-0" 7'-0" 7'-0" 6'-8" 7'-0" 6'-8" 7'-0" 7'-0" 12'-0" 12'-0" 7'-0" 7'-0" 7'-0" 12'-0" 7'-0" 7'-0" LEAF THICKNESS 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1.750" 1.750" 1 3/4" 1 3/4" 1 3/4" 1.750" 1 3/4" 1 3/4" MATERIAL HOLLOW METAL ALUM / GLASS ALUM / GLASS HIGH-PRESSURE COMPACT LAMINATE HOLLOW METAL SOLID CORE WOOD HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL ALUM / GLASS HOLLOW METAL HOLLOW METAL ALUM / GLASS HOLLOW METAL FINISH TYPE (SEE DOOR LEGEND) E D D B G C A A H H A D A H D A MATERIAL HM AL AL HM HM MTL HM HM HM HM HM AL HM HM AL HM HEAD DETAIL - C3/ A-571 - - - - - - C1/ A-571 C1/ A-571 - C3/ A-571 - C1/ A-571 C3/ A-571 - JAMB DETAIL - B3/ A-571 - - - - - - B1/ A-571 B1/ A-571 - B3/ A-571 - B1/ A-571 B3/ A-571 - SILL DETAIL - A4/ A-571 - - - - - - - - - A4/ A-571 - - A4/ A-571 - HARDWARE FUNCTION Privacy Entrance Entrance Entrance Office Office - - Passage Passage Privacy Entrance - Passage Entrance - SET - - HW 8 - - HW 3 - - - - - - - - - - REMARKS ROOF ACCESS OVER VESTIBULE Pocket Door Door Type A B C D E G H VIEW TEMPERED REMARKS HIGH IMPACT POCKET DOOR ONE WAY VISION GLAZING DOOR LEGEND WINDOW SCHEDULE ID B B A A A A A A WINDOW SIZE NOMINAL WIDTH 4'-0" 4'-0" 5'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" NOMINAL HEIGHT 4'-0" 4'-0" 6'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" TYPE Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed FRAME MATERIAL ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM HEAD DETAIL C2/A-572 C2/A-572 C1/A-572 C1/A-572 C1/A-572 C1/A-572 C1/A-572 C1/A-572 JAMB DETAIL B1/A-572 B1/A-572 B1/A-572 B1/A-572 B1/A-572 B1/A-572 B1/A-572 B1/A-572 SILL DETAIL A1/A-572 A1/A-572 A1/A-572 A1/A-572 A1/A-572 A1/A-572 A1/A-572 A1/A-572 U-VALUE .29 OR BETTER .29 OR BETTER .36 OR BETTER .36 OR BETTER .36 OR BETTER .36 OR BETTER .36 OR BETTER .36 OR BETTER TEMPERED REMARKS SLIDING DRIVE-THRU WINDOW SLIDING DRIVE-THRU WINDOW ID A B WINDOW TYPE Fixed Fixed VIEW 2"2" 2 1/4" 2 1/4" NOTES SLIDING DRIVE-THR… WINDOW LEGEND 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL AF -100 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 FIRST FLOOR FINISH PLAN PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION 772 sq ft 22 11 B B D D C C 33 E E A A 19'-10" F.V. 6'-5 1/2" F.V. 1,887 sq ft FL-4 FL-1 FL-2 FL-3 FL-1 FL-1 FL-1 FL-1 FL-1FL-1 FL-1 FL-1 FL-1 FL-1 FL-1 PT-3 PT-2 PT-2 PT-2 PT-2PT-3 PT-2 PT-2 ST-2 ST-2 ST-1 ST-1 ST-2 ST-2 ST-2 ST-1 ST-2 I1 WL-1 WL-1 WL-1 WL-1 WL-1 WL-1 WL-1 WL-1 WL-1 WL-1 WL-1 TL-3 TL-3 TL-3 TL-3 PT-2 PT-2 PT-2 PT-2 B-1 PT-3 PT-4 PT-4 PT-3 PT-3 PT-2 PT-2 PT-1 PT-2 ST-1 ST-1PT-1 PT-1 PT-1 TL-2 Linear Subway Tile PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-2 PT-2 PT-1 PT-1 TL-1 PT-1 PT-2 B-1 B-1 B-2 B-1 B-1 TL-1 PT-1 TL-1 PT-2 PT-3PT-4 PT-4 PT-2 PT-2 ST-2 ST-2 ST-2 ST-2 FLOOR FINISH BASE FINISH WALL FINISH CEILING FINISH ROOM NAME ROOM NUMBER FL-1 B-1 PT-1 C-1 FINISH FLOOR PL AN REFERENCE NOTES A. CONFIRM ALL FINISHES WITH OWNER AND ARCHITECT BEFORE ORDERING AND INSTALLATION FLOOR PL AN FINISH LEGEND FINISH FLOOR PLAN KEYNOTES I1 FRP TO EXTEND 6" PAST COOLER WALLS. NO FINISH BEYOND. PROVIDE STAINLESS STEEL CLOSURES AT COOLER. FLASH/SEAL AS NECESSARY SCALE: 1/8" = 1'-0"1 FIRST FLOOR FINISH PLAN 10/11/2023 ID DATE DESCRIPTION 00 0 10/11/23 Issue for AHJ Review STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL AF -101 CIVIL 305 1st STREET, IDAHO FALLS,ID 83401 PH: 208.757.5700 22007 GOOD 2 GO 104 - REXBURG ID UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 Original document is on file with the date and architect signature Original documents signed by: 10/11/23 Date original documents signed: MUSGROVE ENGINEERING, P.A. 645 W. 25TH ST. IDAHO FALLS, ID 83402 PHONE: (208) 523-2862 THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. THESE PLANS, DRAWINGS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF RESIN ARCHITECTURE, LLC AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS RESERVED © 2023 RESIN ARCHITECTURE, LLC. JONATHAN GALLUP MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 FINISH SCHEDULE PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION FLOOR FINISH BASE FINISH WALL FINISH CEILING FINISH ROOM NAME ROOM NUMBER FL-1 B-1 PT-1 C-1 FINISH FLOOR PL AN REFERENCE NOTES A. CONFIRM ALL FINISHES WITH OWNER AND ARCHITECT BEFORE ORDERING AND INSTALLATION FLOOR PL AN FINISH LEGEND FINISH FLOOR PLAN KEYNOTES I1 FRP TO EXTEND 6" PAST COOLER WALLS. NO FINISH BEYOND. PROVIDE STAINLESS STEEL CLOSURES AT COOLER. FLASH/SEAL AS NECESSARY FINISH SCHEDULE MATERIAL BASE CASEWORK FLOOR MISCELLANEOUS WALL FINISH ID B-1 B-2 CT-1 PL-1 PL-1 FL-1 FL-2 FL-3 FL-4 ST-1 ST-2 PT-1 PT-2 PT-4 TL-1 TL-2 TL-3 WL-1 DESCRIPTION RUBBER BASE VINYL SHEET RESILIENT FLOORING BASE SOLID SURFACE COUNTERTOP PLASTIC LAMINATE CASEWORK PLASTIC LAMINATE CASEWORK POLISHED CONCRETE ROPPE FITNESS FLOORING WALK-OFF CARPET TILE VINYL SHEET RESILIENT FLOORING STAINLESS STEEL CORNER GUARD STAINLESS STEEL WALL CAP PAINT COLOR PAINT COLOR PAINT COLOR WALL TILE WALL TILE WALL TILE FIBERGLASS REINFORCED PLASTIC WALL PANEL TYPE / SERIES ROPPE 700 SERIES 6" WALL COVE BASE FORBO ETERNAL STEP SR DURASEIN NEVAMAR NEVAMAR - RECOIL 36"X36" SQUARE EDGE TILES PATCRAFT WALK RIGHT IN II FORBO ETERNAL STEP SR 304 STAINLESS STEEL 304 STAINLESS STEEL BENJAMIN MOORE BENJAMIN MOORE BENJAMIN MOORE MARAZZI LOUNGE14 12"X24" DALTILE COLOR WHEEL LINEAR 2"X8" DALTILE COLOR WHEEL CLASSIC 3"X6" MARLITE STANDARD FRP - SMOOTH COLOR / FINISH 139 DEEP NAVY 174953 ELEPHANT VICTORIA FALLS GLISTENING TRAIL GLISTENING TRAIL SALT AND PEPPER GLOSS FINISH 100 BLACK CHOCOLATE 174952 ELEPHANT - - DECORATORS WHITE INT RM STONINGTON GRAY HC-170 ROCK GRAY 1615 SIDECAR ARCTIC WHITE WHITE 0100 GLOSS WHITE REMARKS FLASH COVE UP WALL TO 4". USE FORBO V 885 ADHESIVE. FLASH COVE UP WALL TO 4". USE FORBO V 885 ADHESIVE. 18 GA - ADHERE WITH PL PREMIUM HD ADHESIVE 18 GA - ADHERE WITH PL PREMIUM HD ADHESIVE EGGSHELL FINISH WHEN APPLIED TO WALL EGGSHELL FINISH WHEN APPLIED TO WALL EGGSHELL FINISH WHEN APPLIED TO WALL GROUT: IRON GROUT: IRON GROUT: BLACK INSTALLED TO CEILING HEIGHT REF SPEC 09 65 13 09 00 00 12 36 00 12 30 00 12 32 16 03 35 00 09 00 00 09 00 00 09 00 00 10 26 00 10 26 00 09 91 00 09 91 00 09 91 00 09 30 00 09 30 00 09 00 00 09 00 00 10/11/2023 M AIRFLOW AIRFLOW S T FCO H WCO S GCO CO2 CO NO SD -- # AW AV SD D-X CFM X"Ø RD R-X X"Ø OD R-X CFM X"Ø CD G-X CFM X"Ø TW TS MPG FS G F GWS GWR CWS CWR CS CR HWS HWR L S MECHANICAL ABBREVIATIONS A/C or AC AIR CONDITIONING KW KILOWATT AFF ABOVE FINISHED FLOOR KWH KILOWATT HOUR AHU AIR HANDLING UNIT ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR CONDITIONING ENGINEERS LAT LEAVING AIR TEMPERATURE LAV LAVATORY BTU BRITISH THERMAL UNITS LEED LEADERSHIP IN ENERGY AND ENVIRONMENTAL DESIGN BTUH BTUS PER HOUR LWT LEAVING WATER TEMPERATURE CA COMBUSTION AIR MAX MAXIMUM CC COOLING COIL MCA MINIMUM CIRCUIT AMPS CFM AIR FLOW RATE (CUBIC FEET PER MINUTE)MOCP MAXIMUM OVERCURRENT PROTECTION CHWR CHILLED WATER RETURN MIN MINIMUM CHWS CHILLED WATER SUPPLY CLG CEILING NC NOISE CRITERIA CW COLD WATER NFPA NATIONAL FIRE PROTECTION ASSOCIATION NTS NOT TO SCALE DEG or ° DEGREE DIA or Ø DIAMETER OSA OUTSIDE AIR DB DRY BULB PD PRESSURE DROP EA EXHAUST AIR PH or Ø PHASE EAT ENTERING AIR TEMPERATURE PRV PRESSURE REDUCING VALVE EER ENERGY EFFICIENCY RATIO ESP EXTERNAL STATIC PRESSURE RA RETURN AIR EWT ENTERING WATER TEMPERATURE RPM REVOLUTIONS PER MINUTE RTU ROOFTOP UNIT FCO FLOOR CLEANOUT FD FIRE DAMPER SA SUPPLY AIR FLA FULL LOAD AMPS SEER SEASONAL ENERGY EFFICIENCY RATIO FLR FLOOR SFD COMBINATION SMOKE/FIRE DAMPER FPM FEET PER MINUTE SP STATIC PRESSURE FT FEET SYM SYMBOL GA GAUGE T & P TEMPERATURE AND PRESSURE GCO GRADE CLEANOUT TEMP TEMPERATURE GPM WATER FLOW RATE (GALLONS PER MINUTE)TYP TYPICAL HC HEATING COIL UMC UNIFORM MECHANICAL CODE HP HORSE POWER UPC UNIFORM PLUMBING CODE HVAC HEATING, VENTILATING, AIR CONDITIONING URL URINAL HW HOT WATER HWR HOT WATER RETURN VTR VENT THROUGH ROOF HWS HOT WATER SUPPLY V VOLTS IBC INTERNATIONAL BUILDING CODE W/WITH IEEC INTERNATIONAL ENERGY CONSERVATION CODE WB WET-BULB IFC INTERNATIONAL FIRE CODE WC WATER CLOSET IFGC INTERNATIONAL FUEL GAS CODE WCO WALL CLEANOUT IMC INTERNATIONAL MECHANICAL CODE WH WATER HEATER IPC INTERNATIONAL PLUMBING CODE NOTE:THIS IS A STANDARD LIST OF COMMONLY USED MECHANICAL ABBREVIATIONS. SOME OF THE ABBREVIATIONS SHOWN ABOVE MAY NOT BE USED IN THIS DRAWING PACKAGE. MECHANICAL AND PLUMBING DRAWINGS LEGEND FLEXIBLE DUCTWORK THREE WAY CONTROL VALVE DUCTWORK TWO WAY CONTROL VALVE DUCTWORK BREAK PRESSURE REDUCING VALVE DUCTWORK OR PIPING RISE GATE VALVE CONCENTRIC SQUARE TO ROUND TRANSITION REDUCER MOTORIZED DAMPER GLOBE VALVE MANUAL VOLUME DAMPER BALL VALVE SPIN-IN FITTING W/ AIR EXTRACTOR AND HAND DAMPER BUTTERFLY VALVE HIGH EFFICIENCY FITTING W/ HAND DAMPER BALANCE VALVE SWITCH CHECK VALVE THERMOSTAT FLOOR CLEANOUT HUMIDISTAT WALL CLEANOUT TEMPERATURE SENSOR GRADE CLEANOUT CARBON DIOXIDE SENSOR WATER HAMMER ARRESTOR CARBON MONOXIDE SENSOR FLOOR DRAIN NITROUS OXIDE SENSOR FLOOR SINK DUCT SMOKE DETECTOR GAS PRESSURE REGULATOR W/ GAS COCK COMBINATION SMOKE/FIRE DAMPER PRESSURE RELIEF VALVE FIRE DAMPER VENT-THROUGH-ROOF SMOKE DAMPER VENT EQUIPMENT CALLOUT SOIL, WASTE, OR SANITARY SEWER TURNING VANES ACID WASTE LINE INTAKE OR EXHAUST ACID VENT LINE DIRECTION OF AIRFLOW STORM DRAIN SUPPLY DIFFUSER ROOF DRAIN LINE RETURN GRILLE OVERFLOW DRAIN LINE EXHAUST GRILLE CONDENSATE DRAIN LINE FLOOR GRILLE DOMESTIC COLD WATER (CW) CEILING EXHAUST FAN DOMESTIC HOT WATER (HW) TEMPERATURE GAUGE DOMESTIC HOT WATER RETURN (HWR) PRESSURE GAUGE (LIQUID FILLED W/ ISOLATION VALVE)TEMPERED WATER (TW) TEMPERATURE SENSOR (DUCT OR PIPING) MEDIUM PRESSURE NATURAL GAS FLOW SWITCH LOW PRESSURE NATURAL GAS STAINLESS STEEL BRAIDED FLEX CONNECTION FIRE SPRINKLER LINE ELASTOMETRIC FLEX CONNECTOR GEOTHERMAL WATER SUPPLY SUCTION DIFFUSER GEOTHERMAL WATER RETURN Y TYPE STRAINER (1-1/2" OR LARGER PROVIDED W/ BLOW DOWN VALVE)CHILLED WATER SUPPLY FLOW DIRECTION CHILLED WATER RETURN DEMOLITION / EQUIPMENT TO BE REMOVED CONDENSER WATER SUPPLY NEW TO EXISTING CONNECTION POINT CONDENSER WATER RETURN (E)EXISTING HEATING WATER SUPPLY (F)FUTURE HEATING WATER RETURN (N)NEW LIQUID REFRIGERANT LINE REDUCED PRESSURE BACKFLOW PREVENTER SUCTION REFRIGERANT LINE DOUBLE CHECK BACKFLOW PREVENTER SLOPE PIPE IN DIRECTION OF ARROW UNION PIPE ANCHOR AIR VENT PIPE GUIDE TRIPLE DUTY VALVE CAP NOTE:THIS IS A LIST OF COMMONLY USED MECHANICAL AND PLUMBING SYMBOLS. SOME OF THE SYMBOLS SHOWN ABOVE MAY NOT BE USED IN THIS DRAWING PACKAGE. MECHANICAL GENERAL NOTES 1. ALL MECHANICAL EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE (IMC) LATEST EDITION, AND ALL APPLICABLE LOCAL AND STATE CODES. 2. ALL PLUMBING EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST ADOPTED PLUMBING CODE, AND ALL LOCAL AND STATE CODES. 3. ALL MECHANICAL AND PLUMBING EQUIPMENT SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS. 4. MECHANICAL CONTRACTORS SHALL RECEIVE PRIOR APPROVAL FROM THE STRUCTURAL ENGINEER BEFORE MAKING CUTS THROUGH ANY STRUCTURAL MEMBER. 5. MECHANICAL CONTRACTORS SHALL COORDINATE INSTALLATION WITH CONSTRUCTION SUPERVISOR AND WITH ALL OTHER TRADES TO AVOID CONFLICTS. 6. THE MECHANICAL CONTRACTORS SHALL VERIFY MOTOR VOLTAGES WITH THE ELECTRICAL DRAWINGS PRIOR TO ORDERING MOTORIZED EQUIPMENT AND CONTROLS. 7. SEE MECHANICAL SCHEDULE SHEET FOR SCHEDULED CAPACITIES OF ALL MECHANICAL EQUIPMENT AND MATERIALS SPECIFIED. 8. DOMESTIC WATER SERVICE IS PROVIDED WITH A DOUBLE-CHECK BACKFLOW PREVENTER ASSEMBLY. 9. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR ALL BACKFLOW DEVICES TO INSPECTED BY A CERTIFIED BACKFLOW TECHNICIAN BEFORE THE USE OF THE BUILDING POTABLE WATER SYSTEM. 10. ALL MECHANICAL EQUIPMENT TO BE PROPOSED MUST BE ON THE APPROVED LIST PRIOR TO SUBMITTALS. ALL APPROVED MANUFACTURERS MUST BE CAPABLE OF MEETING THE REQUIREMENTS OF THE SPECIFIED EQUIPMENT. 11. RUNOUT AND HOOKUP SIZES TO INDIVIDUAL PLUMBING FIXTURES CAN BE FOUND ON THE PLUMBING FIXTURE SCHEDULE. 12. PROVIDE REMOTE CEILING ACCESS BALANCE DAMPERS WITH CONCEALED CHROME PLATE COVERS FOR BALANCE DAMPERS LOCATED ABOVE HARD CEILINGS. 13. PAINT VTR'S, FLUES, EXHAUST CAPS, AND OTHER MECHANICAL ITEMS ON THE ROOF TO MATCH THE ROOF COLOR. 14. INSULATED FLEXIBLE DUCTWORK--IN LENGTHS OF 6'-0" OR LESS--MAY BE USED FOR RUNOUTS TO AIR TERMINALS. 15. MAINTAIN MINIMUM 10'-0" DISTANCE BETWEEN ALL FRESH AIR INTAKES AND EXHAUST OR GAS FLUE DISCHARGES. 16. LOCATE ACCESS HATCHCES SO AS TO PROVIDE OPTIMUM SERVICEABILITY TO EQUIPMENT AND/OR VALVING. SEE ARCHITECTURAL SPECIFICATION FOR TYPE AND COLOR. COORDINATE LOCATION WITH ARCHITECTURAL, STRUCTURAL, AND LIGHTING. 17. WHENEVER THERE IS A DISCREPANCY BETWEEN THE RUNOUT DUCT SIZE SHOWN ON THE PLANS AND THAT SHOWN IN THE SCHEDULE, ALWAYS USE THE LARGER OF THE TWO DUCT SIZES. A.COMPLIANCE WITH THE LATEST ADOPTED EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE IS REQUIRED FOR THIS PROJECT. THESE NOTES COVER MANDATORY REQUIREMENTS OF THE CODE. ADDITIONAL REQUIREMENTS ARE NOTED ON THE DRAWINGS AND IN THE SPECIFICATIONS. B.MINIMUM REQUIREMENTS FOR SUPPLY AND RETURN DUCTWORK INSULATION: 1. 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). 2. R-12: DUCTS LOCATED OUTSIDE OF THE BUILDING'S INSULATION ENVELOPE (SUCH AS ABOVE THE ATTIC INSULATION). TYPICAL INSULATION THICKNESS REQUIRED TO MEET THESE REQUIREMENTS: 1. FIBERGLASS DUCT WRAP: R-6, R-12. 2. FIBERGLASS DUCT LINER: R-6, R-12. C.CONTRACTOR SHALL VERIFY THE R-VALUES OF THE ACTUAL INSULATION USED WITH THE MANUFACTURER. R-VALUES SHALL BE INSTALLED VALUES. D.WHERE DUCTS USED FOR COOLING ARE EXTERNALLY INSULATED, THE INSULATION SHALL BE COVERED WITH A VAPOR RETARDER HAVING A MAXIMUM PERMEANCE OF 0.05 PERM OR ALUMINUM FOIL HAVING A MINIMUM THICKNESS OF 2 MILS. INSULATION HAVING A PERMEANCE OF 0.05 PERMS OR LESS SHALL NOT BE REQUIRED TO BE COVERED. ALL JOINTS AND SEAMS SHALL BE SEALED TO MAINTAIN THE CONTINUITY OF THE VAPOR RETARDER. E.ALL DUCT JOINTS, SEAMS, AND CONNECTIONS SHALL BE FASTENED AND SEALED WITH WELDS, GASKETS, ADHESIVES, MASTIC-PLUS-EMBEDDED-FABRIC SYSTEMS, OR TAPES. TAPES AND MASTICS SHALL BE LISTED AND LABELED PER UL181A OR UL181B. DUCT TAPE IS NOT PERMITTED AS A SEALANT ON ANY METAL DUCTS. DUCT CONNECTIONS TO FLANGES OR EQUIPMENT SHALL BE SEALED AND MECHANICALLY FASTENED. F.DOMESTIC HOT WATER PIPING SYSTEMS SHALL BE INSULATED WITH 1" INSULATION HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 BTU-INCH/HOUR-FT2-°F. G.DOMESTIC WATER HEATERS WHICH ARE NOT PROVIDED WITH INTEGRAL HEAT TRAPS AND SERVE NONCIRCULATING SYSTEMS SHALL BE PROVIDED WITH HEAT TRAPS ON THE SUPPLY AND DISCHARGE PIPING AT THE WATER HEATER. H.DOMESTIC HOT WATER SYSTEMS WITH RECIRCULATION PUMPS OR ELECTRIC HEAT TRACE SHALL BE CONTROLLED WITH 7-DAY TIME CLOCKS. I.AN OPERATING AND MAINTENANCE MANUAL SHALL BE PROVIDED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. THE O&M MANUAL SHALL CONTAIN THE FOLLOWING INFORMATION AS A MINIMUM: 1. EQUIPMENT CAPACITY (INPUT & OUTPUT). 2. EQUIPMENT OPERATING AND MAINTENANCE INSTRUCTIONS. 3. CONTROL SYSTEM MAINTENANCE AND CALIBRATION INFORMATION, INCLUDING WIRING DIAGRAMS, SCHEMATICS, AND CONTROL SEQUENCES. 4. CONTROL SYSTEM SETPOINTS SHALL BE SHOWN ON CONTROL DRAWINGS, AT CONTROL DEVICES, OR IN PROGRAMMING COMMENT ON DDC SYSTEMS. 5. A COMPLETE WRITTEN NARRATIVE ON HOW EACH MECHANICAL SYSTEM IS INTENDED TO OPERATE. ENERGY CODE COMPLIANCE PROJECT NO. TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . ID DA T E DE S C R I P T I O N CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 MUSGROVE ENGINEERING 645 W. 25TH STREET IDAHO FALLS, ID 83402 PHONE: (208) 384-0585 MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 MECHANICAL / PLUMBING STRUCTURAL ELECTRICAL CIVIL 23-211 M-000 Go o d 2 G o 1 0 4 - R e x b u r g I D TB D R e x b u r g I D 8 3 4 4 0 22007 MECHANICAL COVER 9/20/2023 PROJECT NO. TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . ID DA T E D E S C R I P T I O N CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 MUSGROVE ENGINEERING 645 W. 25TH STREET IDAHO FALLS, ID 83402 PHONE: (208) 384-0585 MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 MECHANICAL / PLUMBING STRUCTURAL ELECTRICAL CIVIL 23-211 M-001 Go o d 2 G o 1 0 4 - R e x b u r g I D TB D R e x b u r g I D 8 3 4 4 0 22007 MECHANICAL SPECIFICATIONS 9/20/2023 2 1 3 ACBD A-2DCBAA-2 3 2 1 ZONE 1 ZONE 2 ZONE 4 FUTURE TENANT ZONE 3 PROJECT NO. TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . ID DA T E D E S C R I P T I O N CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 MUSGROVE ENGINEERING 645 W. 25TH STREET IDAHO FALLS, ID 83402 PHONE: (208) 384-0585 MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 MECHANICAL / PLUMBING STRUCTURAL ELECTRICAL CIVIL 23-211 M-002 Go o d 2 G o 1 0 4 - R e x b u r g I D TB D R e x b u r g I D 8 3 4 4 0 22007 MECHANICAL COMPLIANCE 1/16" = 1'-0"1 ZONE PLAN - FIRST FLOOR 9/20/2023 T T T T D C B A A-2 3 2 1 EH 1 EF 3 - 225 R 3 10"Ø - 225 R 3 10"Ø - 150 D 2 8"Ø - 150 D 2 8"Ø 10"ø 10"ø - 225 R 3 10"Ø - 225 R 3 10"Ø 8"ø - 150 D 2 8"Ø 14"ø 24"x12" 10"ø 22 " ø 24"x18" - 24X20 R 11 - 24X12 R 12 - 300 D 10 10"Ø - 300 D 10 10"Ø - 400 D 11 12"Ø - 400 D 11 12"Ø - 400 D 11 12"Ø - 400 D 11 12"Ø - 400 D 11 12"Ø - 400 D 11 12"Ø - 400 D 11 12"Ø - 100 D 2 8"Ø - 275 D 3 10"Ø - 275 D 3 10"Ø - 275 D 3 10"Ø- 275 D 3 10"Ø - 12X12 R 13 22 " ø - 100 R 2 8"Ø- 150 D 2 8"Ø - 22"X22" R 10 - 22"X22" R 10 1 2 3 3 2 1 4 4 5 6 7 1 88 8 8 8 8 10 88 8 9 11 11 - 12X12 R 13 - 200 SG 1 18x10 26"x12" 12 1 4 PROJECT NO. TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . ID DA T E D E S C R I P T I O N CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 MUSGROVE ENGINEERING 645 W. 25TH STREET IDAHO FALLS, ID 83402 PHONE: (208) 384-0585 MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 MECHANICAL / PLUMBING STRUCTURAL ELECTRICAL CIVIL 23-211 M-100 Go o d 2 G o 1 0 4 - R e x b u r g I D TB D R e x b u r g I D 8 3 4 4 0 22007 HVAC PLAN - FIRST FLOOR 1/8" = 1'-0"1 HVAC PLAN - FIRST FLOOR KEYED NOTES: SYMBOL USED FOR CALLOUT# 1. ROUTE RETURN AND SUPPLY DUCTS UP THROUGH ROOF AND TRANSITION TO UNIT AS REQUIRED. PROVIDE TURNING VANES IN ELBOWS AND A FLEXIBLE DUCT CONNECTION AT UNIT. 2. ROUTE DUCT WORK ABOVE FINISHED CEILING PER PLANS. CONTRACTOR SHALL COORDINATE FINAL ROUTING AND ELEVATION WITH OTHER DISCIPLINES. 3. ROUTE EXPOSED SPIRAL ROUND DUCT WORK PER PLANS. CONTRACTOR SHALL COORDINATE FINAL ROUTING AND ELEVATION WITH OTHER DISCIPLINES. 4. INSTALL THERMOSTAT ON WALL AT 48" ABOVE FINISHED 5. THERMOSTAT INSTALLED ON EXTERIOR WALL SHALL BE PROVIDED WITH INSULATED BACK. INSTALL UNIT 48" ABOVE FINISHED FLOOR TO BOTTOM OF UNIT. 6. ROUTE 14"X14" EXHAUST DUCT UP TO EF-1 ROOF CURB ADAPTER. MAKE FINAL CONNECTION AND REFER IOM FOR INSTALLATION. 7. ROUTE 8"X8" EXHAUST DUCT UP TO EF-1 ROOF CURB ADAPTER. MAKE FINAL CONNECTION AND REFER IOM FOR INSTALLATION. 8. CONTRACTOR SHALL COORDINATE FINAL LOCATION OF CEILING DIFFUSER WITH OTHER DISCIPLINES AND OWNER. 9. ROUTE 6" EXHAUST DUCT UP TO ROOF. SEE ROOF PLAN FOR CONTINUATION. 10. PROVIDE MANUAL BALANCE DAMPER. TYPICAL WHERE OCCURS. 11. INSTALL RETURN AIR GRILL HIGH ON WALL. CONTRACTOR SHALL COORDINATE FINAL LOCATION. 12. ROUTE FLUE GAS PIPING FROM WATER HEATER UP THROUGH ROOF. REFER TO DETAIL ON PAGE M-301 FOR MORE INFORMATION. SEE PAGE M-200 FOR CONTINUATION. 9/20/2023 EF 2 RTU 2 RTU 1 RTU 3 EF 1 1 2 2 3 3 3 4 RTU 43 PROJECT NO. TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . ID DA T E D E S C R I P T I O N CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 MUSGROVE ENGINEERING 645 W. 25TH STREET IDAHO FALLS, ID 83402 PHONE: (208) 384-0585 MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 MECHANICAL / PLUMBING STRUCTURAL ELECTRICAL CIVIL 23-211 M-200 Go o d 2 G o 1 0 4 - R e x b u r g I D TB D R e x b u r g I D 8 3 4 4 0 22007 HVAC PLAN - ROOF 1/8" = 1'-0"1 HVAC PLAN -ROOF KEYED NOTES: SYMBOL USED FOR CALLOUT# 1. ROUTE 6" EXHAUST DUCT UP THROUGH ROOF AND TERMINATE WITH MANUFACTURERS ROOF CAP. 2. INSTALL EXHAUST FAN ON MANUFACTURERS ROOF CURB. SEE DETAIL ON PAGE M-300 FOR MORE INFORMATION. 3. INSTALL ROOFTOP UNIT LEVEL ON CURB. SEE DETAIL ON PAGE M-301 FOR ADDITIONAL INFORMATION. REFER TO MANUFACTURERS IOM FOR INSTALLATION. 4. TERMINATE COMBUSTION AIR AND FLUE PIPING PER DETAIL ON PAGE M-301. SEAL ROOF PENETRATION WEATHERTIGHT. 9/20/2023 SECTION AIR FLOW 1 X Y NOTES: 1. TAKE-OFFS SHOULD NOT BE INSTALLED CLOSER THAN TWO WIDTHS TO ELBOWS OR INTERSECTIONS. 2. SEE BALANCE DAMPER DETAIL. 3. X NOT LESS THAN Y. 4. FLEXIBLE DUCTWORK SHALL BE FLEXMASTER 8-M, THERMAFLEX M-KE OR AN APPROVED EQUAL. FLEXIBLE DUCTWORK SHALL BE INSULATED WITH A MINIMUM R VALUE OF 5. 5. RUN-OUT SHALL BE SAME SIZE AS COLLAR. 6. REFERENCE HVAC PLANS FOR REQUIRED BALANCE DAMPER LOCATIONS. RECTANGULAR OR ROUND DUCT (SEE PLAN FOR SIZE) LOCKING QUADRANT HANDLE OR REMOTE CEILING OPERATOR WHERE DAMPER IS INACCESSIBLE HIGH EFFICIENCY DUCT TAKE-OFF (SEE NOTES 1 & 3) STAND OFF SEE SECTION 1 RIGID ROUND DUCT OR DIFFUSER COLLAR NYLON OR STAINLESS STEEL CLAMP OVER INSULATION NYLON OR STAINLESS STEEL CLAMP OVER FLEX DUCT INSULATION (SEE NOTE 4) LISTED AND LABELED TAPE OR MASTIC PER UL181A OR UL181B FLEX DUCT (SEE NOTE 4) 2 #8 1" LONG PAN HEAD SHEET METAL SCREW THRU CEILING TRACK INTO DIFFUSER (TYP.) BALANCE DAMPER (SEE NOTE 2) SUSPEND ELBOW FROM STRUCTURE RIGID SHEET METAL DUCT (SEE PLAN FOR SIZE) PROVIDE PLASTIC ELBOW SUPPORT (THERMAFLEX FLEX-FLOW OR TITUS FLEX-RIGHT) ON ALL FLEX DUCT ELBOWS AT DIFFUSERS, SIZED TO FIT DUCT. ALTERNATE: CONTRACTOR MAY USE HARD DUCT ELBOW IN PLACE OF FLEXIBLE DUCT. INSULATED FLEX DUCT. MAX LENGTH 6'-0" (SEE NOTE 4) CEILING GRILLE SUSPENDED CEILING TRACK 45° FIG. A 18 GA. BLADE MIN. 1/8" CLEARANCE ALL AROUND 19" TO 48" FIG. D FIG. B UP TO 18" 1/8" CLEARANCE ALL AROUND 22 GA. BLADE FIG. C ELEVATION, TWO BLADE ARRANGEMENT DUCT VOLUME DAMPER (SEE NOTE 1) WING NUT DAMPER ARM (SEE NOTE 4) DAMPER BLADE (SEE NOTE 3) ROUND DUCT ROD (SEE NOTE 2) 18" GAGE MINIMUM BLADE 6" TO 9" WIDE 1/2" ROD DUCT1/2" QUADRANT DUCT HEMMED EDGE3/8" QUADRANT 3/8" PIN NOTES: 1. FOR TAKE-OFFS LARGER THAN 12" DIAMETER, USE A FACTORY MANUFACTURED DAMPER. LOUVERS & DAMPERS, INC. MODEL CD-600 WITH A LOCKING HAND QUADRANT OR EQUAL. 2. ROD CONTINUOUS ON 2" W.G. CLASS AND ON ALL DAMPERS OVER 12" DIAMETER. 3. BLADE 22 GAGE MIN., BUT NOT LESS THAN TWO GAGES MORE THAN THE DUCT GAGE. 4. PROVIDE REMOTE CEILING OPERATOR WHERE DAMPER IS INACCESSIBLE. 5. FOR DUCTS OVER 12" HIGH USE MULTIPLE BLADE DAMPERS (SEE FIG. C). 6. ALTERNATE MANUFACTURERS INCLUDE: AMERICAN WARMING, SAFE-AIR/DOWCO, J&J, LOUVERS & DAMPERS, RUSKIN, NAILOR, ARROW UNITED, POTTORFF, & CESCO. 7. PROVIDE STAND-OFF FOR DAMPER ARMS LOCATED W/EXTERNAL INSULATION. STAND-OFF STAND-OFF STAND-OFF 45° AIR FLOW X Y STAND OFF LOCKING QUADRANT HANDLE OR REMOTE CEILING OPERATOR WHERE DAMPER IS INACCESSIBLE RIGID SPIRAL DUCT (SEE PLAN FOR SIZE) BALANCE DAMPER (SEE NOTE 2) HIGH EFFICIENCY DUCT TAKE-OFF (SEE NOTES 1 & 3) RIGID SPIRAL DUCT (SEE PLAN FOR SIZE) NOTES: 1. TAKE-OFFS SHOULD NOT BE INSTALLED CLOSER THAN TWO WIDTHS TO ELBOWS OR INTERSECTIONS. 2. SEE BALANCE DAMPER DETAIL. 3. X NOT LESS THAN Y. 4. RUN-OUT SHALL BE SAME SIZE AS DIFFUSER COLLAR. CEILING DIFFUSER Ө = 15° MAXIMUM 20% MAX AREA REDUCTION Ө = 30° MAXIMUMXR=1.0X X X X X Ө = 45° MAXIMUM R=6" MIN. 1/4 Ө = 15° MAXIMUM X X X R=1.0X X X 1/2 1/4 R=6" MIN. X X Ө R.A. 90° TURNING VANES S.A. X Y 0.25Y, 4" MIN. X Y R=1.5X X Y X X+Y Y Y X X Z NOTE: 1. ALL DUCTWORK TRANSITIONS SHALL BE CONSTRUCTED AND INSTALLED TO SMACNA, SPECIFICATIONS AND THE ABOVE NOTED STANDARDS. ANY DEVIATIONS SHALL BE COORDINATED WITH THE ENGINEER. OBSTRUCTION REDUCTIONRADIUS OFFSETMITERED OFFSET45° ELBOW SQUARE ELBOW W/ TURNING VANES 90° ELBOW CONCENTRIC TRANSITION ECCENTRIC TRANSITION DUCT TAKE-OFF RADIUS WYE SQUARE TEE W/ TURNING VANES SQUARE TEE W/ DUCT TAKE-OFFS ӨӨ Ө Ө X X R=1.5X X 90° TURNING VANES X X R=1.5X X X X R=1.5X X X Y Y Z X 1.5X Z X Y X 6" Y+2 Y Y=3"-8", Z=3" Y=17"-24", Z=9" X Z Y X Y = 2X; Z = SEE PLANS Y Z X X Y X XY Z X Z = X - Y (4" MIN.) X Y=9"-16", Z=6" Y=25" UP, Z=12" NOTE: 1. ALL DUCTWORK TRANSITIONS SHALL BE CONSTRUCTED AND INSTALLED TO SMACNA, SPECIFICATIONS, AND THE ABOVE NOTED STANDARDS. ANY DEVIATIONS SHALL BE COORDINATED WITH THE ENGINEER. WYE FITTINGOFFSETECCENTRIC TRANSITION CONCENTRIC TRANSITION 90° TEE FITTING CONICAL FITTING 90° TEE W/ OVAL TO ROUND TAP 45° LATERAL TAP RADIUS ELBOW 90° GORED ELBOW 5 GORE MITERED ELBOW W/ TURNING VANES 45° GORED ELBOW 3 GORE METAL FASTENERS: OMARK INSUL-PINS, DURO DYNE FASTENERS OR GRIP NAILS INSTALLED BY GRIP NAIL AIR HAMMER OR AUTO FASTENER EQUIP. DUCT LINER NOT MORE THAN 2" FROM EDGE OF LINER SPACING PER SMACNA (TYPICAL) ALL ENDS OF LINER TO BE COATED W/ ADHESIVE AND SHALL BE BUTTED FIRMLY TOGETHER DUCT LINER (TO BE ADHERED TO DUCT W/ 100% ADHESIVE SEE SPECIFICATIONS) PROVIDE SHEET METAL NOSING OR SLEEVE OVER ANY EXPOSED LINER WHICH FACES THE OPPOSITE DIRECTIONS AS THE AIRFLOW SHEET METAL DUCT TOP AND BOTTOM SECTION OF LINER SHALL OVERLAP THE SIDES PROJECT NO. TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . ID DA T E D E S C R I P T I O N CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 MUSGROVE ENGINEERING 645 W. 25TH STREET IDAHO FALLS, ID 83402 PHONE: (208) 384-0585 MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 MECHANICAL / PLUMBING STRUCTURAL ELECTRICAL CIVIL 23-211 M-300 Go o d 2 G o 1 0 4 - R e x b u r g I D TB D R e x b u r g I D 8 3 4 4 0 22007 HVAC DETAILS NTS1DUCT TAKEOFF DETAIL - HIGH EFFICIENT NTS2BALANCE DAMPER DETAIL NTS3DUCT TAKEOFF DETAIL - SPIRAL DUCT NTS4RECTANGULAR DUCT FITTING DETAILS NTS5ROUND DUCT FITTING DETAILS NTS6DUCT LINER DETAIL 9/20/2023 1 1/2" INSULATION 24 GA GALVANIZED COUNTER FLASHING. EXTEND UP SIDE OF ROOF CURB BETWEEN FAN BASE AND WOOD NAILER. ROOF INSULATION ON ROOF DECK ROOFING. EXTEND UP SIDE OF ROOF CURB BETWEEN FAN BASE AND WOOD NAILER 18 GA GALVANIZED STEEL FACTORY ROOF CURB PROVIDE 20 GAUGE SHEETMETAL PLATE BETWEEN ROOF DECK AND ROOF CURB. CUT HOLE IN PLATE TO SIZE OF DUCT. EXTEND FLANGED DUCT DOWN THRU OPENING AND TRANSITION TO SIZE SHOWN ON PLANS. MOTORIZED DAMPER OR BACKDRAFT DAMPER SET ON FACTORY DAMPER TRAY. REFER TO FAN SCHEDULE FOR DAMPER INFO. PROVIDE GASKET TYPE SEAL BETWEEN DAMPER AND TRAY TO PREVENT WATER LEAKAGE. EXHAUST FAN. REFER TO FAN SCHEDULE FOR SPECIFIED MODEL FACTORY WOOD 12" MINIMUM NAILER LAG FAN BASE TO WOOD NAILER, TWO SCREWS ON EACH SIDE OF CURB ROOF DECK USE SILICONE CAULK AND SHEETMETAL SCREWS TO SEAL FLANGE TO PLATE LAG CURB AND DUCT SUPPORT PLATE TO ROOF DECK AT TWO PLACES ON EACH SIDE OF CURB. USE THE FOLLOWING: FOR METAL DECK, USE SHEETMETAL SCREWS. FOR WOOD DECK, USE LAGS. FOR CONCRETE DECK, USE EXPANSION ANCHORS. FACTORY DAMPER TRAY 12" ABOVE ROOF, MIN. SCHEDULE 40 PVC OR CPVC 20 GA. GALV. SHEET METAL STRAP 20 GA. GALVANIZED SLEEVE ALLOW PIPING TO MOVE FREELY THROUGH SLEEVE FLASHING ROOF 18" MINIMUM EXHAUST APPROX. 4" SCREW SLEEVE SECURELY TO 2x4 BRACING, SCREW HEAD TO BE INSTALLED INSIDE OF SLEEVE (TYPICAL OF 4) CLAMP EXHAUST INTAKE INTAKE CONTINUOUS UNIT SUPPORT ROOFTOP UNIT DUCT FLANGE CONNECTION AT ROOFTOP CURB FLEXIBLE DUCT CONNECTION TRANSITION TO UNIT OPENING CLOSED CELL NEOPRENE AIRSEAL, TOP & BOTTOM (BY MECH. CONTRACTOR) BLOCKING BETWEEN ROOF STRUCTURE: WOOD -4X4 BLOCKING W/4X4 HANGER ON EACH END. METAL -4X4X1/4 ANGLE BLOCKING WELDED TO JOIST TOP CHORDS. CONCRETE -NO BLOCKING REQUIRED. ROOF STRUCTURE, SEE STRUCTURAL PLANS SEE SCHEDULE FOR CONNECTION TYPE & NUMBER REQUIRED RIGID INSULATION (BY MECH. CONTRACTOR) ROOF DECK (SEE ARCH. PLANS) ROOF INSULATION (VERIFY LOCATION W/ ARCH. PLANS) ROOFING MATERIAL (SEE ARCH. PLANS) CANT STRIP (BY MECH. CONTRACTOR) COUNTER FLASHING (BY MECH. CONTRACTOR) NEOPRENE WEATHERSEAL REMOVABLE SHEET METAL COVER FOR ADJUSTMENT AND INSPECTION (PROVIDED BY CURB MANUFACTURER) 3/8" LAG BOLT, SEE SCHEDULE FOR NUMBER REQUIRED. SHEET METAL FLASHING (4) No. 2 SCREWS, TOP AND BOTTOM AT EACH CORNER OF 14 GAUGE GALVANIZED STEEL PLATE, 4" LONG (BY MECHANICAL CONTRACTOR). NOMINAL ROOFTOP UNIT CAPACITY MAX. WEIGHTS TOTAL LATERAL FORCE (Fp) COMPLIES WITH THE INTERNATIONAL BUILDING CODE MANUFACTURER SHALL PROVIDE CALCULATIONS FOR THE CURB MOUNTED SPRING RAIL SHOWING COMPLIANCE WITH THE INTERNATIONAL BUILDING CODE (LATEST ADOPTED EDITION). 1 1/2" RIGID INSULATION FOR SOUND PROOFING (BY MECH. CONTRACTOR) FACTORY CURB WITH MOUNTING FRAME 2 LAYERS 1/2" GYPSUM BOARD MI N MA X 12 " 12 " CURB TO ROOF CONNECTION SCHEDULE NO.& TYPE OF CONNECTION (EQUALLY SPACED) ROOF STRUCTURE TYPE METAL WOOD CONCRETE (6) 3/8" EXPANSION BOLT (8) 3/8" EXPANSION BOLT (14) 3/8" EXPANSION BOLT (16) 3/8" EXPANSION BOLT(16) 1/2" LAG BOLT (14) 1/2" LAG BOLT (8) 1/2" LAG BOLT (6) 1/2" LAG BOLT(6) 1/2" LAG BOLT (8) 1/2" LAG BOLT (14) 1/2" LAG BOLT (16) 1/2" LAG BOLT 1135 LBS 1405 LBS 2700 LBS 3025 LBS2800 LBS 2500 LBS 1300 LBS 1050 LBS7-8 TONS 10-12 TONS 15-18 TONS 20-25 TONS CURB TO ROOF CONNECTION SCHEDULE COMPLIES WITH THE INTERNATIONAL BUILDING CODE 810 LBS3-6 TONS NOMINAL ROOFTOP UNIT CAPACITY 750 LBS (4) 3/8" EXPANSION BOLT NO. & TYPE OF CONNECTION (EQUALLY SPACED) ROOF STRUCTURE TYPE METAL (4) 1/2" LAG BOLT WOOD (4) 1/2" LAG BOLT 12 " MI N CONCRETE 4" 2.25" MAX. WEIGHTS TOTAL LATERAL FORCE (Fp) FASTEN TO UNIT CURB WITH (2) NO. 12 SCREWS. UNIT HOLD DOWN CLIP. 14 GAUGE GALVANIZED STEEL. ALL DIMENSIONS ARE I.D. (TYPICAL OF 4). FASTEN TO UNIT BASE RAIL WITH (2) NO. 12 SCREWS. DIM. BASED ON ROOFTOP MANUFACTUREER.ROOFTOP UNIT DUCT FLANGE CONNECTION AT ROOFTOP CURB FLEXIBLE CONNECTION TO ROOFTOP CURB TRANSITION TO UNIT OPENING FACTORY CURB WITH MOUNTING FRAME 2 LAYERS 1/2" GYPSUM BOARD 1 1/2" RIGID INSULATION FOR SOUND PROOFING (BY MECH. CONTRACTOR) 2" HIGH DENSITY RUBBER UNIT BASE RAIL 2X4 FACTORY WOOD NAILER UNIT HOLD DOWN CLIP (BY MECH. CONTRACTOR) COUNTER FLASHING (BY MECH. CONTRACTOR) CANT STRIP (BY MECH. CONTRACTOR) ROOFING MATERIAL (SEE ARCH. PLANS) ROOF INSULATION (VERIFY LOCATION W/ ARCH PLANS) RIGID INSULATION (BY MECH. CONTRACTOR) ROOF DECK (SEE ARCH. PLANS) SEE SCHEDULE FOR CONNECTION TYPE & NUMBER REQUIRED ROOF STRUCTURE (SEE STRUCTURAL PLANS)BLOCKING BETWEEN ROOF STRUCTURE: WOOD -4X4 BLOCKING W/ 4X4 HANGER ON EACH END METAL -4X4X1/4 ANGLE BLOCKING WELDED TO JOIST TOP CHORDS CONCRETE -NO BLOCKING REQUIRED 1.5" MINIMUM STEEL BAND 1.5" MINIMUM STEEL BAND OPTION 1 WIRE NOTES: 1. SUPPORT SYSTEM SHALL NOT DAMAGE, CRIMP, OR INHIBIT DUCT FREE AREA IN ANY WAY. 2. FLEXIBLE DUCT MUST NOT EXCEED 6'-0" FROM CONNECTION TO TERMINATION. 3. MAXIMUM LENGTH BETWEEN SUPPORTS MUST NOT EXCEED 3'-0" ON CENTER. 4. ATTACH BANDS OR WIRES TO SUPPORT STRUCTURE ABOVE. 5. FLEXIBLE DUCTWORK SHALL BE FLEXMASTER 1-M OR APPROVED EQUAL. 6. FLEXIBLE DUCTWORK SHALL BE INSULATED WITH A MINIMUM R-VALUE OF 6.0. 7. FLEXIBLE DUCTWORK IS FOR INDOOR USE ONLY. DO NOT INSTALL OR STORE PRODUCT WHERE EXPOSURE TO DIRECT SUNLIGHT CAN OCCUR. PROLONGED EXPOSURE TO SUNLIGHT MAY CAUSE DETERIORATION OF VAPOR BARRIER. 8. TERMINAL DEVICES SHALL BE SUPPORTED INDEPENDENTLY OF THE FLEXIBLE DUCTWORK. 9. REPAIR TURN OR DAMAGED VAPOR BARRIER/JACKET WITH DUCT TAPE LISTED AND LABELED TO UL 181B. IF INTERNAL CORE IS PENETRATED, REPLACE FLEXIBLE DUCTWORK. 10. AVOID BENDING DUCT ACROSS SHARP CORNERS OR INCIDENTAL CONTACT WITH METAL FIXTURES, PIPES, OR CONDUITS. 11. FLEXIBLE DUCTWORK SHALL NOT BE INSTALLED WITHIN 4 INCHES OF HOT EQUIPMENT (FURNACES, BOILERS, STEAM PIPES, ETC.) THAT IS ABOVE 250°F. 12. FLEXIBLE DUCTWORK SHALL NOT BE INSTALLED IN CONCRETE, BURIED BELOW GRADE, OR IN CONTACT WITH THE GROUND. 13. DO NOT INSTALL FLEXIBLE DUCTWORK IN EXPOSED CEILING AREA. OPTION 2 PROJECT NO. TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . ID DA T E D E S C R I P T I O N CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 MUSGROVE ENGINEERING 645 W. 25TH STREET IDAHO FALLS, ID 83402 PHONE: (208) 384-0585 MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 MECHANICAL / PLUMBING STRUCTURAL ELECTRICAL CIVIL 23-211 M-301 Go o d 2 G o 1 0 4 - R e x b u r g I D TB D R e x b u r g I D 8 3 4 4 0 22007 HVAC DETAILS NTS1EXHAUST FAN MOUNTING DETAIL NTS2GAS VENT DETAIL (CONCENTRIC - 90%) NTS3ROOFTOP UNIT - CURB MOUNTED SPRING RAIL DETAIL NTS4ROOFTOP UNIT MOUNTING DETAIL NTS5FLEXIBLE DUCT SUPPORT DETAIL 9/20/2023 REMARKS: 1. APPROVED ALTERNATE MANUFACTURERS: BRYANT, TRANE, AAON, LENNOX, AND YORK. 2. PROVIDE UNIT WITH SEVEN-DAY PROGRAMMABLE AUTO-CHANGEOVER WITH 5 DEGREE DEADBAND, ADAPTIVE INTELLIGENT AUTOMATIC START/ CONTROL, 3 STAGE HEAT, 2 STAGE COOLING THERMOSTAT HONEYWELL VISIONPRO MODEL TH8321R1001 WITH ECONOMIZER FAULT DETECTION. THERMOSTAT SHALL BE POWERED BY A 24VAC WIRE CONNECTION. 3. PROVIDE UNIT WITH MANUFACTURER'S ROOF CURB, MICROMETL WELDED SPRING ISOLATION CURB (SEE DETAIL FOR SEISMIC RESTRAINTS), FLUE EXTENDER, HAIL GUARDS, HIGH ALTITUDE KIT, THRU-THE-BOTTOM OF CURB ELECTRICAL CONNECTION KIT, HINGED ACCESS PANELS, MICROMETL GEAR DRIVEN INTEGRATED DRY BULB ECONOMIZER WITH BELIMO LOGIC ACTUATORS, MICROMETL CENTRIFUGAL POWER EXHAUST (100% RELIEF) WITH WIRING HARNESS AND JADE CONTROLLER. ELECTRICAL CONTRACTOR TO PROVIDE THE POWER CONNECTION BETWEEN RTU AND THE POWER EXHAUST AND PROVIDE FUSED DISCONNECT AS REQUIRED. 4. PROVIDE UNIT WITH MANUFACTURER'S ROOF CURB, MICROMETL WELDED SPRING ISOLATION CURB (SEE DETAIL FOR SEISMIC RESTRAINTS), FLUE EXTENDER, HAIL GUARDS, HIGH ALTITUDE KIT, THRU-THE-BOTTOM OF CURB ELECTRICAL CONNECTION KIT, HINGED ACCESS PANELS, MICROMETL GEAR DRIVEN INTEGRATED DRY BULB ECONOMIZER WITH BELIMO LOGIC ACTUATORS AND AUX END SWITCH, MICROMETL MODULATING POWER EXHAUST WITH VARIABLE SPEED MOTOR CONTROLLER (100% RELIEF) WIRING HARNESS AND JADE CONTROLLER, PRESSURE SENSOR SET TO .02 POSITIVE PRESSURE. ELECTRICAL CONTRACTOR TO PROVIDE THE POWER CONNECTION BETWEEN RTU AND THE POWER EXHAUST AND PROVIDE FUSED DISCONNECT AS REQUIRED. 5. PROVIDE UNIT WITH HIGH-STATIC MOTOR. 6. PROVIDE MANUFACTURER'S 24-INCH HIGH ROOF CURB AS REQUIRED FOR BUILT-UP ROOF SYSTEMS. 7. PROVIDE 2" PLEATED MERV 8 FILTER AND FILTER RACK WITH 4 EXTRA SETS PER UNIT. 8. MAXIMUM "A-WEIGHTED" SUPPLY AIR SOUND RATINGS FOR UNITS 2-18 TONS = 95 DB @ 125 HZ, 90 DB @ 250 HZ, PER ARI STANDARDS 270 & 370. PACKAGED AIR CONDITIONING SCHEDULE SYMBOL AREA SERVED NOM. TONS SUPPLY FAN COOLING CAPACITY 95°OSA, 80°EDB, 62°EWB GAS HEATING CAPACITY RTU ELECTRICAL ELECTRICAL POWER EXHAUST OSA CFM MIN. SEER / EER OPER. WEIGHT (LBS) MANUFACTURER AND MODEL REMARKS CFM ESP BRAKE HP DRIVE STAGES TOTAL MBH SENS. MBH INPUT MBH OUTPUT MBH MCA MOCP V/Ø STATIC MCA MOCP V/Ø RTU-1 MAIN SALES 7.5 3000 0.6 1.26 DIRECT ECM 2 81.7 78.4 224/180 181/146 39 50 208/3 0.5 8 14.4 208/3 800 11.2EER / 15.0 IEER 1000 CARRIER 48FCFM08 STANDARD EFFICIENCY 1 , 2 , 4 , 5 , 6 , 7 , 8 RTU-2 KITCHEN 3 1200 0.5 0.35 DIRECT ECM 1 29.0 29.0 53.6 43.2 18 25 208/3 0.5 2.9 5.2 208/3 350 14 SEER 800 CARRIER 48FCDA04 STANDARD EFFICIENCY 1 , 2 , 3 , 5 , 6 , 7 , 8 RTU-3 KITCHEN 3 1200 0.5 0.35 DIRECT ECM 1 29.0 29.0 53.6 43.2 18 25 208/3 0.5 2.9 5.2 208/3 350 14 SEER 800 CARRIER 48FCDA04 STANDARD EFFICIENCY 1 , 2 , 3 , 5 , 6 , 7 , 8 RTU-4 ZONE 3 5 2000 0.50" 1.14 DIRECT ECM 1 54.0 47.4 132/ 105.6 105.6/ 84.5 31 45 208/3 0.25" 4.9 8.8 208/3 500 14.0 SEER 1,000 CARRIER 48FCFA06 STANDARD EFFICIENCY 1 , 2 , 3 , 5 , 6 , 7 , 8 EXHAUST FAN SCHEDULE SYMBOL AREA SERVED UNIT TYPE BLOWER ELECTRICAL MAXIMUM SONES OPERATING WEIGHT (LBS) MANUFACTURER AND MODEL REMARKS CFM ESP MAXIMUM RPM DRIVE HP/W V/Ø EF-1 RESTROOMS ROOFTOP UPBLAST 1000 0.5 1709 DIRECT 1/4 HP 115/1 11.7 50 GREENHECK MODEL CUE-099-VG 1 , 3 , 4 EF-2 KITCHEN ROOFTOP UPBLAST 350 0.5 1517 DIRECT 1/10 HP 115/1 7.3 25 GREENHECK MODEL CUE-090-VG 1 , 3 , 4 EF-3 ELECTRICAL ROOM CEILING CABINET 100 .375 1050 DIRECT 80.2 W 115/1 1.5 15 GREENHECK MODEL SP-B150 1 , 2 , 5 REMARKS: 1. APPROVED ALTERNATE MANUFACTURERS: ACME, COOK, PENNBARRY, TWIN CITY FAN COMPANY, SOLER & PALAU AND BARRY BLOWER. 2. PROVIDE UNIT WITH MANUFACTURER'S ALUMINUM ROOF CAP (FLAT ROOF) EQUAL TO GREENHECK MODEL RCC OR GRS (W/ INTEGRAL BIRD SCREEN AND ROOF CURB), BACKDRAFT DAMPER, OUTLET FLEX DUCT CONNECTION, STANDARD PLUG DISCONNECT, PRE-WIRED FAN SPEED CONTROLLER, THERMAL OVERLOAD PROTECTION, HANGING VIBRATION ISOLATORS, AND WHITE ALUMINUM GRILLE. 3. PROVIDE UNIT WITH MANUFACTURER'S ROOF CURB W/ DAMPER TRAY AND BACKDRAFT DAMPER, THERMAL OVERLOAD PROTECTION (120 VOLT ONLY), PRE-WIRED NEMA 3R ELECTRICAL DISCONNECT SWITCH, AND INTEGRAL BIRD SCREEN. 4. CONTROL FAN WITH LIGHTING CONTROL PANEL FOR FAN OPERATION DURING OCCUPIED HOURS. 5. CONTROL FAN WITH HEAT RISE THERMOSTAT. DIFFUSER SCHEDULE SYMBOL NOMINAL SIZE NECK / RUNOUT SIZE CFM RANGE REMARKS 6X6 6"Ø 0 - 90 1 , 2 , 3 , 4 , 5 , 6 , 7 , 8 9X9 8"Ø 90 - 200 1 , 2 , 3 , 4 , 5 , 6 , 7 , 8 12X12 10"Ø 200 - 350 1 , 2 , 3 , 4 , 5 , 6 , 7 , 8 15X15 12"Ø 300 - 500 1 , 2 , 3 , 4 , 5 , 6 , 7 , 8 15X15 14"Ø 400 - 650 1 , 2 , 3 , 4 , 5 , 6 , 7 , 8 18X18 16"Ø 600 - 900 1 , 2 , 3 , 4 , 5 , 6 , 7 , 8 21X21 21X21 900 - 1400 1 , 2 , 3 , 4 , 5 , 6 , 7 , 8 6"Ø 6"Ø 0 - 90 3 , 4 , 5 , 6 , 7 , 8, 9 8"Ø 8"Ø 90 - 200 3 , 4 , 5 , 6 , 7 , 8, 9 10"Ø 10"Ø 200 - 350 3 , 4 , 5 , 6 , 7 , 8, 9 12"Ø 12"Ø 300 - 500 3 , 4 , 5 , 6 , 7 , 8, 9 14"Ø 14"Ø 400 - 650 3 , 4 , 5 , 6 , 7 , 8 , 9 6"Ø CFM D-1 8"Ø CFM D-2 10"Ø CFM D-3 12"Ø CFM D-4 14"Ø CFM D-5 16"Ø CFM D-6 21X21 CFM D-7 6"Ø CFM D-8 8"Ø CFM D-9 10"Ø CFM D-10 12"Ø CFM D-11 14"Ø CFM D-12 REMARKS: 1. ALTERNATE MANUFACTURERS: ANEMOSTAT, J&J REGISTER, NAILOR, METAL-AIRE, TUTTLE & BAILEY, KRUEGER, PRICE, AND UNITED ENERTECH. 2. SIZES BASED ON TITUS MODEL TDCA SERIES WITH ADJUSTABLE THROW. 3. SIZES BASED ON A MAXIMUM NC LEVEL OF 25. 4. ALL DIFFUSERS LOCATED IN LAY-IN CEILING AREAS SHALL BE BORDER TYPE 3 AND BE MOUNTED IN MANUFACTURER PROVIDED 24"x24" PANELS. ALL DIFFUSERS LOCATED IN HARD CEILING AREAS SHALL BE BORDER TYPE 6 (BEVELED) SURFACE MOUNTED. SEE ARCHITECTURAL PLANS FOR LOCATIONS OF VARIOUS CEILING TYPES. 5. SEE HVAC FLOOR PLANS FOR DIRECTIONAL THROW REQUIREMENTS FOR EACH DIFFUSER. 6. ALL OF THE DIFFUSERS SHOWN IN THIS SCHEDULE MAY NOT BE USED. REFERENCE THE HVAC PLAN FOR DIFFUSER CALL-OUTS AND THE QUANTITY OF EACH SIZE REQUIRED. 7. WHENEVER THERE IS A DISCREPANCY BETWEEN THE RUNOUT DUCT SIZE SHOWN ON THE PLANS AND THAT SHOWN IN THE SCHEDULE, ALWAYS USE THE LARGER OF THE TWO DUCT SIZES. 8. COLOR TO BE SELECTED BY ARCHITECT. 9. SIZES BASED ON TITUS MODEL TMRA, TYPE 3, ROUND CEILING DIFFUSER, STEEL CONSTRUCTION. RETURN & EXHAUST GRILLE SCHEDULE SYMBOL NOMINAL SIZE NECK / RUNOUT SIZE CFM RANGE REMARKS 8X8 6"Ø 0-80 1 , 2 , 3 , 4 , 5 , 6 , 7 10X10 8"Ø 80-180 1 , 2 , 3 , 4 , 5 , 6 , 7 12X12 10"Ø 180-300 1 , 2 , 3 , 4 , 5 , 6 , 7 22X10 6"Ø 0-80 1 , 2 , 3 , 4 , 5 , 6 , 7 22X10 8"Ø 80-180 1 , 2 , 3 , 4 , 5 , 6 , 7 22X10 10"Ø 180-300 1 , 2 , 3 , 4 , 5 , 6 , 7 22X22 12"Ø 300-500 1 , 2 , 3 , 4 , 5 , 6 , 7 22X22 14"Ø 500-750 1 , 2 , 3 , 4 , 5 , 6 , 7 22X10 22X10 500-1100 1 , 2 , 3 , 4 , 5 , 6 , 7 22X22 22X22 1100-2000 1 , 2 , 3 , 4 , 5 , 6 , 7 24X20 24X20 0-180 3 , 8 , 9 24X12 24X12 0-180 3 , 8 , 9 12X12 12X12 180-250 3 , 8 , 9 REMARKS: 1. ALTNERNATE MANUFACTURERS: ANEMOSTAT, CARNES, PRICE, NAILOR, METAL-AIRE, TUTTLE & BAILEY, KRUEGER, J&J REGISTER, AND UNITED ENERTECH. 2. SIZES BASED ON TITUS MODEL 50F, ALUMINUM EGGCRATE RETURN GRILLE, 1/2" x 1/2" x 1" SPACING (SINGLE CORE). PROVIDE SQUARE TO ROUND TRANSITION (WHERE ROUND RUN-OUT INDICATED). 3. SIZES BASED ON A MAXIMUM NC LEVEL OF 25. 4. ALL GRILLES LOCATED IN LAY-IN CEILING AREAS SHALL HAVE BORDER #3, UNLESS OTHERWISE INDICATED. ALL GRILLES LOCATED IN HARD CEILING AREAS SHALL HAVE BORDER #1, UNLESS OTHERWISE INDICATED. REFER TO ARCHITECTURAL PLANS FOR LOCATIONS OF VARIOUS CEILING TYPES. SHEET METAL DUCTWORK VISIBLE BEHIND GRILLE SHALL BE PAINTED FLAT BLACK. 5. ALL OF THE GRILLES SHOWN IN THIS SCHEDULE MAY NOT BE USED. REFERENCE THE HVAC PLAN FOR GRILLE CALL-OUTS AND THE QUANTITY OF EACH SIZE REQUIRED. 6. WHENEVER THERE IS A DISCREPANCY BETWEEN THE RUNOUT DUCT SIZE SHOWN ON THE PLANS AND THAT SHOWN IN THE SCHEDULE, ALWAYS USE THE LARGER OF THE TWO DUCT SIZES. 7. COLOR TO BE SELECTED BY ARCHITECT. 8. PAINT GRILLE TO MATCH COLOR OF WALL OR SOFFIT. 9. HIGH WALL GRILLE SIZES BASED ON TITUS MODEL 355 RL, STEEL BAR GRILLE, FIXED BLADES, 1/2" SPACING, 35° DEFLECTION, ADJUSTABLE OPPOSED BLADE DAMPER. BUILDING VENTILATION REQUIRED OSA RTU-1 800 CFM RTU-2 350 CFM RTU-3 350 CFM TOTAL 1500 CFM BUILDING EXHAUST RESTROOMS 1000 CFM KITCHEN 350 CFM ELECTRICAL ROOMS 100 CFM TOTAL 1450 CFM TOTAL BUILDING PRESSURIZATION 50 CFM 6"Ø R-1 8"Ø R-2 10"Ø R-3 6"Ø R-4 8"Ø R-5 10"Ø R-6 12"Ø R-7 14"Ø R-8 22X10 R-9 22X22 R-10 24X20 R-11 24X12 R-12 12X12 R-13 PROJECT NO. TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . ID DA T E D E S C R I P T I O N CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 MUSGROVE ENGINEERING 645 W. 25TH STREET IDAHO FALLS, ID 83402 PHONE: (208) 384-0585 MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 MECHANICAL / PLUMBING STRUCTURAL ELECTRICAL CIVIL 23-211 M-400 Go o d 2 G o 1 0 4 - R e x b u r g I D TB D R e x b u r g I D 8 3 4 4 0 22007 HVAC SCHEDULES 9/20/2023 D C B A A-2 3 2 1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 U-1 U-1 U-1 U-1 U-1 WC-1 WC-1 WC-1 WC-1 LAV-1LAV-1 SS-1 FCO FD-1 LAV-1LAV-1 LAV-1LAV-1 LAV-1LAV-1 FD-1 FD-1 S-3 FS-2 FD-1 GI-1 GCO GCO GCO FCO FCO GCO GCO 4"ø 4"ø 3"ø 4"ø 4"ø 4"ø FCO 4"ø 4"ø 4"ø 1 3"ø 3"ø 2 3 DN-1 GCO GCO DN-1 44 55 S-1 FS-1S-2 6 6 6 6 6 6 6 6 GCO GCO 3"ø 3"ø 2"ø 2"ø 2"ø 2"ø 2"ø 3"ø 3"ø 4"ø 3"ø2"ø 7 7 DB20 DB20 DB2 DB1 DB20 DB2 DB21 FCO 8 8 PROJECT NO. TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . ID DA T E D E S C R I P T I O N CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 MUSGROVE ENGINEERING 645 W. 25TH STREET IDAHO FALLS, ID 83402 PHONE: (208) 384-0585 MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 MECHANICAL / PLUMBING STRUCTURAL ELECTRICAL CIVIL 23-211 P-100 Go o d 2 G o 1 0 4 - R e x b u r g I D TB D R e x b u r g I D 8 3 4 4 0 22007 WASTE AND VENT PLAN - FIRST FLOOR 1/8" = 1'-0"1 WASTE AND VENT PLAN - FIRST FLOOR KEYED NOTES: SYMBOL USED FOR CALLOUT# XXX 1. 4" SANITARY SEWER PIPING BELOW GRADE. INVERT ELEVATION SHALL BE 58" BELOW FINISHED FLOOR AT A STARTING INVERT ELEVATION OF 18" BELOW FINISHED FLOOR. SEE CIVIL DRAWINGS FOR CONTINUATION. 2. 4" GREASE PIPING BELOW GRADE. INVERT ELEVATION SHALL BE 48" BELOW FINISHED FLOOR AT A STARTING INVERT ELEVATION OF 18" BELOW FINISHED FLOOR. SEE CIVIL DRAWINGS FOR CONTINUATION. 3. CONTRACTOR SHALL COORDINATE FINAL LOCATION OF GREASE INTERCEPTOR WITH OTHER DISCIPLINES. 4. ROUTE 4" STORM DRAIN PIPING BELOW GREADE. SEE CIVIL PLANS FOR COORDINATION. 5. CONTRACTOR SHALL COORDINATE OVERFLOW DOWNSPOUT NOZZLE TERMINATION ELEVATION. 6. ROUTE VENT RISER THROUGH ROOF AND TERMINATE PIPING. SEE ROF PLANS FOR CONTINUATION. 7. ROUTE 3/4" T&P LINE FROM WATER HEATER TO CLOSEST APPROVED RECETACLE. REFER TO MANUFACTURERS RECOMMENDATIONS FOR FINAL ROUTING. 8. ROUTE ROOF DRAIN AND OVER FLOW DRAIN PIPING UP TO ROOF LEVEL. MAKE FINAL CONNECTION TO DRAIN FICTURE. SEE PAGE P300 FOR CONTINUATION. 9/20/2023 D C B A A-2 3 2 1 HB-1 SS-1 WH-1, ET-1, RP-1 LAV-1LAV-1 LAV-1LAV-1 LAV-1LAV-1 LAV-1LAV-1 U-1 U-1 U-1 U-1 U-1 HB-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WH-2, ET-2, RP-2 1 1/2"ø 2 1/2"ø 2 1/2"ø 2 1/2"ø 1 1/2"ø 1 1/2"ø 3/4"ø 3/4"ø 3/4"ø3/4"ø S-3 S-1 3/4"ø 3"ø RPBP-1 1 2 33 3 3 4 1"ø MPGMPG 1/2"ø 5 5 7 1/2"ø 8 6 WC-1 WC-1 WC-1 WC-1 DB 6 WF-1 3/4"ø 3/4"ø 3/4"ø 3/4"ø1 1/2"ø 2"ø 2"ø 2"ø 2"ø 1 1/2"ø 1 1/2"ø 1"ø 1"ø DB20 DB20 DB2 DB1 DB20 DB2 DB21 PROJECT NO. TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . ID DA T E D E S C R I P T I O N CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 MUSGROVE ENGINEERING 645 W. 25TH STREET IDAHO FALLS, ID 83402 PHONE: (208) 384-0585 MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 MECHANICAL / PLUMBING STRUCTURAL ELECTRICAL CIVIL 23-211 P-200 Go o d 2 G o 1 0 4 - R e x b u r g I D TB D R e x b u r g I D 8 3 4 4 0 22007 WATER AND GAS PLAN - FIRST FLOOR 1/8" = 1'-0"1 WATER AND GAS PLAN - FIRST FLOOR KEYED NOTES: SYMBOL USED FOR CALLOUT# 1. ROUTE 3" DOMESTIC CW BELOW GRADE FROM NEW 2-1/2" METER. SEE CIVIL SITE UTILITY PLANS FOR CONTINUATION 2. INSTALL RPBP-1 PER IOM AND MAINTAIN MANUFACTURERS MAINTENANCE CLEARANCES. 3. ROUTE COLD WATER PIPING PER PLANS, ABOVE FINISHED CEILING. COORDINATE FINAL ROUTING WITH OTHER DISCIPLINES. 4. STUB 1-1/2 COLD WATER PIPING INTO TENANT SPACE. PROVIDE CAP AND SHUTOFF VALVE FOR FUTURE EXPANSION. 5. INSTALL WATER HEATER PER MANUFACTURERS IOM. SEE DETAIL ON PAGE P-400 FOR ADDITIONAL INFORMATION. 6. GAS SERVICE AND GAS METER FURNISHED AND INSTALLED BY INTERMOUNTAIN GAS COMPANY. CONNECT 1" GAS LINE TO METER. PROVIDE A PIPE SLEEVE AND SEALANT AROUND GAS PIPE PENETRATION THRU EXTERIOR WALL. PAINT ALL GAS PIPING OUTSIDE THE BUILDING TO MATCH THE BUILDING COLOR. REFER TO GAS CHART FOR ADDITIONAL INFORMATION. 7. ROUTE GAS PIPING UP THROUGH ROOF STRUCTURE AND SEAL PENTRATION WEATHERTIGHT. SEE PAGE P-300 FOR CONTINUATION. 8. ROUTE 1/2" COLD WATER PIPING DOWN TO WATER FILTER. 9/20/2023 RTU 3 RTU 1 RTU 21/2"ø 3/4"ø 3/4"ø 3/4"ø 3/4"ø 3/4"ø 1 2 3 3 3 4 53" VTR 52" VTR 53" VTR 52" VTR 52" VTR 52" VTR 5 1-1/2" VTR 5 3" VTR RD-1 OD-1 RD-1 OD-1 6 6 MPG MPG MPGMPG RTU 4 1/2"ø MP G PROJECT NO. TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . ID DA T E D E S C R I P T I O N CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 MUSGROVE ENGINEERING 645 W. 25TH STREET IDAHO FALLS, ID 83402 PHONE: (208) 384-0585 MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 MECHANICAL / PLUMBING STRUCTURAL ELECTRICAL CIVIL 23-211 P-300 Go o d 2 G o 1 0 4 - R e x b u r g I D TB D R e x b u r g I D 8 3 4 4 0 22007 PLUMBING PLAN - ROOF KEYED NOTES: SYMBOL USED FOR CALLOUT# 1/8" = 1'-0"1 PLUMBING PLAN -ROOF 1. ROUTE GAS PIPING UP FROM BELOW AND ROUTE ON ROOF PER PLANS. 2. INSTALL GAS PIPING AND SUPPORT PER DETAIL ON PAGE P-400. TYPICAL FOR ALL GAS PIPING ON ROOF. 3. CONNECT GAS PIPING TO EQUIPMENT PER DATAIL ON PAGE P-401. PROVIDE SHUTOFF VALVES AND PRV. 4. GAS PIPING STUB FOR FUTURE TENANT. PROVIDE CAP AND SHUTOFF VALVE. LOAD CAPACITY HAS BEEN SIZE TO ACOMMODATE 500MBH. 5. TERMINATE VENT PIPING THROUGH ROOF. SEAL PENETRATION WEATHERTIGHT. MAINTAIN 10' MINIMUM CLEARANCE FROM ANY BUILDING OPENINGS OR INTAKES. 6. MECHANICAL EQUIPMENT. SEE MECHANICAL PLANS. 9/20/2023 PRESSURE REDUCING STATION REQUIRED WHEN CITY PRESSURE IS 80 PSI OR GREATER WHEN USED REMOVE METER IN CALCULATIONS Y-STRAINER PIPE SLEEVE WATER SUPPLY FROM STREET UNION (TYP) REDUCED PRESSURE ZONE ASSEMBLY BACKFLOW PREVENTER RPBP-1 PRESSURE REDUCING VALVE SET DISCHARGE AT 75PSIG PRESSURE GAGE (0-100 PSI RANGE) TO POTABLE WATER SYSTEM 4' -0" M A X . 12 " M I N . AIR GAP RUN DRAIN TO INDIRECT RECEPTOR BALL VALVE (TYP) NOTE: 1. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR ALL BACKFLOW DEVICES TO BE INSPECTED BY A CERTIFIED BACKFLOW TECHNICIAN BEFORE THE USE OF THE BUILDING POTABLE WATER SYSTEM. 2. THIS SYSTEM IS FOR INDOOR INSTALLATIONS ONLY. THIS VALVE SHALL BE EASILY ACCESSIBLE TO FACILITATE TESTING AND SERVICING. DO NOT INSTALL IN A CONCEALED LOCATION. RECIRCULATION PUMP RP-1 BALL VALVE (TYP) CHECK VALVE (TYP) DIELECTRIC UNION (TYP) BRACE LINE TO WALL PRESSURE RELIEF VALVE FLOOR THERMOMETER CW HW HW R NON-CORROSIVE METAL DRIP PAN. RUN 3/4" DRAIN LINE TO AN APPROVED INDIRECT RECEPTOR, OMIT DRAIN IF WATER HEATER IS LOCATED ON THE GROUND FLOOR OF A SLAB-ON-GRADE STRUCTURE, OR ON THE CONCRETE FLOOR OF A BASEMENT ANCHOR WATER HEATER TO WALL, USE 1"X18 GA. GALV. STRAP WITH #10X2 1/2" WOOD SCREWS, TYPICAL OF 2 PLACES WATER HEATER WH-1 THERMAL EXPANSION TANK, THERM-X-TROL MODEL ST-12 OR AN APPROVED EQUAL, SECURE TANK TO WALL DRAIN VALVE WITH THREADED HOSE CONNECTION RUN LINE FULL SIZE TO AN APPROVED INDIRECT RECEPTOR PIPE SUPPORT REQUIREMENTS SIZE OF PIPE SUPPORT REQUIRED 1/2"6' O.C. 3/4" -1"8' O.C. 1-1/4" OR LARGER 10' O.C. 2" VACUUM BREAKER TO ATMOSPHERE PIPE DRAIN FULL SIZE TO THE NEAREST ROOF DRAIN ONLY IF AUTHORITY HAVING JURISDICTION REQUIRES EQUIPMENT CONNECTION NOTES: 1. PROVIDE RUNNING TRAP WITH AIR VENT AT EACH EQUIPMENT CONNECTION 2. ALL CONDENSATE DRAIN PIPING ON ROOF AND/OR AT UNIT SHALL BE TYPE L COPPER APPROVED PIPE SUPPORT SYSTEMS: • MIRO MODEL 1.5 WITH SPACERS • ADVACNED SUPPORT PRODUCTS • VERSABLOCK BY FREEDOM INC. ROOFTOP UNIT ROOF TRAP WALL MOUNTED EYE WASH EYE-1 ON O F F HOT WATER COLD WATER CHECK VALVE (TYP) T&P RELIEF VALVE 3/4" OVERFLOW DRAIN LINE TO MOP SINK PIPE ANCHOR (TYPICAL) 6" AIR GAP 1/2" TO SERVICE SINK SS-1 3/4" TO SERVICE SINK SS-1 AND EYEWASH EYE-1 LI-1/2" X LI-1/2" SUPPORT ANGLE UNION (TYP) HOLDRITE RESTRAINT WATER HEATER WH-1 SET AT 120°F ANCHOR STRAP THERMAL EXPANSION TANK, AMTROL MODEL ST-5 OR AN APPROVED EQUAL, SECURE TANK TO WALL BALL VALVE (TYP) HOT WATER RETURN RECIRC. PUMP RP-1 SERVICE SINK SS-1 ANCHOR WATER HEATER TO WALL WITH HOLDRITE 60-SWHP-WM, MOUNT HIGH ON WALL NON-CORROSSIVE DRIP PAN. DRAIN VALVE FINISH GRADE BRONZE CLEANOUT PLUG WITH COUNTER SUNK HEAD, SEE THE PLUMBING FIXTURE SCHEDULE FOR MANUFACTURER AND MODEL SAME SIZE AND MATERIAL AS THE SEWER PIPING CAP AT TERMINUS SANITARY SEWER LINE (PVC, ASTM D3033 OR D3034, SDR 35, WITH ELASTOMERIC GASKETS) FINISH PAVEMENT SCREW CAP/PLUG ROUND FLANGED HOUSING WITH HEAVY DUTY CAST IRON COVER, COVER TO BE INSCRIBED "SAN", SEE THE PLUMBING FIXTURE SCHEDULE FOR MANUFACTURER AND MODEL SAME SIZE AND MATERIAL AS THE SEWER PIPING CAP AT TERMINUS SANITARY SEWER LINE (PVC, ASTM D3033 OR D3034, SDR 35, WITH ELASTOMERIC GASKETS) SEE PLANS 6" 18" SEE PLANS PEDESTRIAN TRAFFIC AREAS / NON-PAVED AREAS 45° ELBOW 45° WYE 45° WYE 45° ELBOW VEHICULAR TRAFFIC AREAS / PAVED AREAS NOTES: A. INTERIOR EXPOSED PIPE, VALVES AND FIXTURE TRIM, INCLUDING TRIM BEHIND CASEWORK DOORS SHALL BE CHROME PLATED. B. ALL PIPING PENETRATIONS THROUGH FINISHED WALLS SHALL BE PROVIDED WITH CHROME ESCUTCHEONS. C. ALL SINK TRAPS SHALL BE PROVIDED WITH A CLEANOUT PLUG IN THE BOTTOM OF THE TRAP. D. ALL PLUMBING FIXTURES SHALL BE CAULKED AND SEALED TO SURROUNDING SURFACES. SEE PLUMBING FIXTURE SCHEDULE FOR BOWL & FAUCET SPECIFICATIONS CHROME PLATED COPPER TUBING WATER RISERS OTHER PIPING MATERIALS, SEE SPECIFICATIONS CHROME PLATED PIPING AND FITTINGS, TYPICAL ALL PIPING BELOW SINKS AND LAVATORIES, SEE NOTES BELOW CLEANOUT PLUG CHROME ESCUTCHEON NOTE: CLEANOUTS SHALL BE PROVIDED AT EACH HORIZONTAL DRAINAGE PIPE AT ITS UPPER TERMINAL, AND EACH RUN OF PIPING WHICH IS MORE THAN 100 FEET, AND SHALL BE PROVIDED FOR EACH 100 FEET DEVELOPED LENGTH, OR FRACTION THEREOF OF SUCH PIPING. AN ADDITIONAL CLEANOUT SHALL BE PROVIDED FOR EACH AGGREGATE HORIZONTAL CHANGE OF DIRECTION EXCEEDING ONE HUNDRED THIRTY-FIVE DEGREES, PER APPLICABLE PLUMBING CODE. THIS SHALL BE PROVIDED REGARDLESS OF WHAT IS SHOWN ON THE DRAWINGS. SEE SPECIFICATIONS FOR PIPE MATERIAL 1/8 C.I. BEND FLOOR LINE CLEANOUT AND ACCESS COVER, TOP OF COVER TO BE FLUSH WITH TIP OF FLOOR PROJECT NO. TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . ID DA T E D E S C R I P T I O N CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 MUSGROVE ENGINEERING 645 W. 25TH STREET IDAHO FALLS, ID 83402 PHONE: (208) 384-0585 MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 MECHANICAL / PLUMBING STRUCTURAL ELECTRICAL CIVIL 23-211 P-400 Go o d 2 G o 1 0 4 - R e x b u r g I D TB D R e x b u r g I D 8 3 4 4 0 22007 PLUMBING DETAILS NTS1BUILDING WATER SERVICE DETAIL NTS2ELECTRIC WATER HEATER DETAIL NTS3CONDENSATE DRAIN DETAIL - ROOFTOP UNIT NTS4SERVICE SINK & WATER HEATER DETAIL NTS5GRADE CLEANOUT (GCO) DETAIL NTS6SINK/LAVATORY TAILPIECE & TRAP DETAIL NTS7FLOOR CLEANOUT (FCO) DETAIL 9/20/2023 GAS METER #1 GAS METER #2 SEE PLUMBING FLOOR PLAN FOR CONTINUATION AND SIZE OF GAS LINE. 2-INCH VENT TO BUILDING EXTERIOR WALL BY PLUMBING CONTRACTOR. PROVIDE A SCREEN AT TERMINATION AS RECOMMENDED BY GAS COMPANY TO KEEP OUT DEBRIS. APPROX. 69" MINIMUM CLEARANCE DISTANCE TO GAS METER OR REGULATOR VENT: 1. 10-FEET TO WINDOW MOUNTED WALL FAN. 2. 10-FEET TO WINDOW OR WALL MOUNTED AIR CONDITIONER. 3. 10-FEET TO MECHANICAL SYSTEM INTAKE. 4. 3-FEET TO HEATING APPLIANCE AIR INTAKE OR EXHAUST OPENING. 5. 3-FEET TO CLOTHES DRYER INTAKE OR EXHAUST VENT OPENING. 6. 3-FEET TO BATHROOM FAN VENT OPENING. 7. 3-FEET CLEAR IN FRONT OF METER. 8. 3-FEET TO ELECTRICAL GENERATOR OR ELECTRICAL TRANSFORMER. 9. 3-FEET TO ELECTRICAL METERS, ELECTRICAL PANELS AND OTHER SOURCES OF IGNITION. 10. 3-FEET TO AIR CONDITIONER OR HEAT PUMP (PAD MOUNTED). 11. 3-FEET TO OPEN FLAME BARBEQUE OR OTHER OPEN FLAME DEVICE. 12. 2-FEET TO TELEPHONE, CABLE OR OTHER COMMUNICATIONS CONNECTION BOX OR TERMINAL. 13. 2-FEET TO WATER SPIGOT (HOSE BIBB). 14. 2-FEET ON EITHER SIDE OF METER TO LANDSCAPE FEATURES LIKE SHRUBS OR FENCES. 15. 12-INCHES TO ELECTRICAL GROUND ROD. 16. 12-INCHES TO ANY OUTSIDE BUILDING CORNER. GAS REGULATOR BY LOCAL GAS COMPANY, DELIVERY PRESSURE TO BUILDING SHALL BE 2 PSI. NEW GAS SERVICE (BY LOCAL GAS COMPANY). GAS METER #3 PIPE SUPPORT REQUIREMENTS SIZE OF PIPE SUPPORT REQUIRED 1/2"6' O.C. 3/4" -1"8' O.C. 1-1/4" OR LARGER 10' O.C. PROVIDE GALVANIZED STEEL PIPE STRAP EQUIPMENT CONNECTION NOTES: 1. INSTALL FLEX CONNECTION AT ALL ROOF TOP UNITS WHICH HAVE SPRING ISOLATION CURBS (36" MAXIMUM) 2. INSTALL SOLID PIPE CONNECTION TO ALL ROOF TOP UNITS WHICH DO NOT HAVE SPRING ISOLATION CURBS 3. PAINT PIPE WITH RUST RESISTANT PRIMER, RED OR GRAY. SHERWIN WILLIAMS PRO INDUSTRIAL DTM OR APPROVED EQUAL. INSTALL GAS COCK WITHIN 36" OF UNIT SUPPORT ALL GAS PIPING 6" MINIMUM ABOVE ROOF STRUCTURE APPROVED PIPE SUPPORT SYSTEMS: • MIRO MODEL 1.5 WITH SPACERS • ADVANCED SUPPORT PRODUCTS • VERSABLOCK BY FREEDOM INC 3" DRIP LEG CAPPED TEE POSITIONED TO ALLOW THE CONNECTION OF A PRESSURE MEASURING INSTRUMENT CAPPED 3-INCH DRIP LEG POSITIONED TO ALLOW THE CONNECTION OF A PRESSURE MEASURING INSTRUMENT REGULATOR VENT VENT LIMITING DEVICE FOR INDOOR USE ONLY (MUST POINT UP) MAIN GAS LINE (SEE DRAWINGS FOR GAS PRESSURE) GAS LINE TO EQUIPMENT (GAS PRESSURE IS 7" WC) MINIMUM 10 PIPE DIAMETERS BEFORE CHANGING DIRECTIONS GAS PRESSURE REGULATOR GAS COCK (TYP.) UNION VENTING NOTES: 1. VENT REGULATORS PER MANUFACTURER'S AND LOCAL GAS COMPANY'S REQUIREMENTS. 2. DO NOT REDUCE THE VENT PIPE SIZE FROM THE REGULATOR. 3. TO LIMIT THE CONSEQUENCES OF RAIN, SNOW OR DEBRIS GETTING INTO THE VENT, ALWAYS TURN THE OUTLET OF THE VENT DOWN AND ABOVE POTENTIAL WATER OR SNOW LINES. 4. PROVIDE A BUG SCREEN ON THE VENT OUTLET TO DETER INSECTS FROM NESTING IN THE LINE. NEVER PAINT OVER THE BUG SCREEN. 5. A VENT LINE PROTECTOR MAY BE USED IN OUTDOOR APPLICATIONS TO PREVENT ENTRY OF WATER, INSECTS OR OTHER FOREIGN MATERIALS THAT COULD CAUSE BLOCKAGE. 6. VENT MUST BE PIPED A MINIMUM 3 FEET ABOVE OR 10 FEET AWAY FROM ALL FRESH AIR INTAKES. 7. VENTS SHALL RUN INDEPENDENTLY TO THE OUTDOORS AND SHALL SERVE ONLY A SINGLE DEVICE VENT. 8. REGULATOR VENT PIPING SHALL NOT EXCEED THE LENGTH SPECIFIED IN THE REGULATOR MANUFACTURER'S INSTRUCTIONS. 12"12" 6" MIN. 6" NOTES: 1. ALL DIMENSIONS SHOWN SHALL BE VERIFIED WITH LOCAL AUTHORITY HAVING JURISDICTION. 2. INTERCEPTOR EXCEEDING 6'-6" IN DEPTH MUST BE CONSTRUCTED OF REINFORCED CONCRETE. 3. ALL SURFACE WATER TO DRAIN AWAY FROM INTERCEPTOR. 4. FRAME STRUCTURE FOR TRAFFIC LOADING. 5. GREASE INTERCEPTOR SHALL COMPLY WITH THE CURRENT EDITION OF THE LATEST ADOPTED PLUMBING CODE, AND ALL LOCAL AND STATE CODES. 3" MIN. SAMPLING STATION PORT. 16" SQUARE CONCRETE PAD. TROWEL SMOOTH AND EDGE. CAST IRON CLEANOUT WITH COVER FOR DUTY REQUIRED. COVER TO BE INSCRIBED "SANITARY SEWER CLEANOUT". 3" VENT. SEE PLANS FOR CONT. 24"Ø PRECAST MANHOLE BARREL SECTION. SEE PLANS FOR SIZE. PVC TWO WAY CLEANOUT TEE. STRAIGHT TEE. SANITARY TEE SEAL WATERTIGHT. GROUT. BED OF UNDISTURBED EARTH OR COMPACTED SAND BACKFILL: 6" MINIMUM. CONCRETE BAFFLE. 1" WATER LEVEL. PRECAST CONCRETE GREASE TRAP. PVC SAN TEE. SEE PLANS. TWO 24" DIAMETER CAST IRON MANHOLE RINGS WITH HEAVY DUTY GAS-TIGHT COVERS. SLOPE PAVEMENT OR GRADE AWAY FROM MANHOLES. NOTES: 1. MAINTAIN ONE-FOURTH (1/4) INCH PER FOOT SLOPE. 2. THE DEVELOPED LENGTH BETWEEN THE TRAP OF A WATER CLOSET OR SIMILAR FIXTURE (MEASURED FROM THE TOP OF THE CLOSET FLANGE TO THE INNER EDGE OF THE VENT) AND IT'S VENT SHALL NOT EXCEED SIX (6) FEET. 3. ALL PLUMBING EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST ADOPTED PLUMBING CODE, AND ALL LOCAL AND STATE CODES. TRAP ARM TRAP VENT FROM FIXTURE WASTE FLOW VENT D (DIAMETER) 2'-6" (D=1-1/4") 3'-6" (D=1-1/2") 5' (D=2") 6' (D=3") 10' (D=4" OR MORE) MAXIMUM TRAP ARM DISTANCE TRAP WEIR MINIMUM TRAP ARM DISTANCE 2 X D 1/2" TRAP PRIMER LINE WATER CLOSET FLOOR FLOOR DRAIN FLUSH VALVE 1-1/2"x12" 17 GA. FLUSH VALVE PRIMER TUBE WITH 1/2" COMPRESSION FITTING 1/2" CHROME PLATED TRAP PRIMER LINE POSITION BEVELED END FACING UP, TRAP PRIMER TUBING SHALL BE INSTALLED OFF BACK OF FLUSH VALVE P-TRAP FLUSH VALVE TRAP PRIMER NOTES: 1. THE FLUSH VALVE PRIMER IS DESIGNED TO PRIME ONE FLOOR DRAIN TRAP AT A DISTANCE NOT TO EXCEED 20 FEET FROM POINT OF INSTALLATION. 2. THE FLUSH VALVE PRIMER SHALL BE INSTALLED WITH A VACUUM BREAKER. 3. FLUSH VALVE PRIMER IS INTENDED FOR USE WITH WATER CLOSETS CONSUMING 3.5 TO 1.0 GAL/FLUSH. 4. TRAP PRIMER SHALL BE PRECISION PLUMBING PRODUCTS MODEL FVP-1VB WITH VACUUM BREAKER. APPROVED ALTERNATES: MIFAB, SIOUX CHIEF, AND ZURN. OFF ON 12 " M I N . 1/2" TRAP PRIMER SUPPLY DOMESTIC WATER LINE BALL TYPE SHUT-OFF VALVE TRAP PRIMER DISTRIBUTION UNIT 1/2" TRAP PRIMER LINE SLEEVE THRU SLAB FLOORFLOOR DRAIN PRESSSURE ACTIVATED TRAP PRIMER NOTES: 1. THE PRIMING VALVE MUST BE INSTALLED ON A FRESH COLD WATER LINE OF 1/2" TO 1-1/2" DIAMETER. 2. DISTRIBUTION UNIT MUST BE INSTALLED LEVEL WITH AN ACCESS DOOR FOR PERIODIC INSPECTION. 3. DO NOT SUBJECT TRAP PRIMER VALVE TO ROUGH-IN PRESSURE TEST. 4. DISTANCE FROM DISTRIBUTION UNIT TO FLOOR MUST BE 12" FOR EVERY 20' HORIZONTALLY. 5. TRAP PRIMER SHALL BE PRECISION PLUMBING PRODUCTS MODEL CPO-500 WITH DU DISTRIBUTION UNIT IF REQUIRED. APPROVED ALTERNATES: MIFAB, SIOUX CHIEF, AND ZURN. PROJECT NO. TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . ID DA T E D E S C R I P T I O N CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 MUSGROVE ENGINEERING 645 W. 25TH STREET IDAHO FALLS, ID 83402 PHONE: (208) 384-0585 MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 MECHANICAL / PLUMBING STRUCTURAL ELECTRICAL CIVIL 23-211 P-401 Go o d 2 G o 1 0 4 - R e x b u r g I D TB D R e x b u r g I D 8 3 4 4 0 22007 PLUMBING DETAILS NTS1GAS METER BANK PIPING DETAIL NTS2GAS EQUIPMENT CONNECTION DETAIL (ROOFTOP UNIT) NTS3GAS PRESSURE REGULATOR DETAIL NTS4GREASE INTERCEPTOR DETAIL (1500 GALLONS) NTS5TRAP ARM DETAIL NTS6TRAP PRIMER CONNECTION DETAIL (FLUSH VALVE) NTS7TRAP PRIMER CONNECTION DETAIL (PRESSURE ACTIVATED) 9/20/2023 PIPE SUPPORT REQUIREMENTS SIZE OF PIPE SUPPORT REQUIRED 1/2" 6' O.C. 3/4" - 1" 8' O.C. 1-1/4" OR LARGER 10' O.C. MIRO MODEL 1.5 AND SPACER 2" NOTE: ALL GAS PIPING SHALL BE SUPPORTED 6" MINIMUM ABOVE ROOF STRUCTURE. GALVANIZED STEEL PIPE STRAP APPROVED PIPE SUPPORT SYSTEMS: ·MIRO MODEL 1.5 WITH SPACERS ·ADVANCED SUPPORT PRODUCTS ·VERSABLOCK BY FREEDOM INC PROJECT NO. TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . ID DA T E D E S C R I P T I O N CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 MUSGROVE ENGINEERING 645 W. 25TH STREET IDAHO FALLS, ID 83402 PHONE: (208) 384-0585 MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 MECHANICAL / PLUMBING STRUCTURAL ELECTRICAL CIVIL 23-211 P-402 Go o d 2 G o 1 0 4 - R e x b u r g I D TB D R e x b u r g I D 8 3 4 4 0 22007 PLUMBING DETAILS NTS1GAS ROOF SUPPORT 9/20/2023 DN-1 ET-1 ET-2 FCO FS-1 FS-2 GCO GCO HB-1 LAV-1 OD-1 RD-1 RP-1 RPBP-1 S-1 S-2 S-3 SA-1 SS-1 WCO WF-1 WH-1 KITCHEN PLUMBING EQUIPMENT SCHEDULE SYMBOL FIXTURE DESCRIPTION CONNECTION SIZE MANUFACTURER / MODEL NUMBER / DESCRIPTION / ADDITIONAL COMMENTS REMARKS WASTE VENT TRAP FW CW HW GAS DB1 FOUNTAIN DRINKS (2) 1" MIN TO FLOOR SINK 1/2" FROM STOP -- -- -- VENDOR PROVIDED AND INSTALLED BEYOND SUPPLY STOP 1 DB2 PEARL ICE MAKER 3/4" MIN TO FLOOR SINK 3/8" FROM STOP -- -- -- VENDOR PROVIDED AND INSTALLED BEYOND SUPPLY STOP 1 DB6 BULK ICE MAKER / BAGGER 1" MIN TO FLOOR SINK -- -- -- --VENDOR PROVIDED AND INSTALLED BEYOND SUPPLY STOP DB20 BEAN 2 CUP (2) 1" -- -- 3/8" FROM STOP -- -- -- VENDOR PROVIDED AND INSTALLED BEYOND SUPPLY STOP 1 DB21 CAPPUCCINO MACHINE 1/2" -- -- 1/4" FROM STOP -- -- -- VENDOR PROVIDED AND INSTALLED BEYOND SUPPLY STOP 1 NOTES: 1. PROVIDE WITH LINE-SIZED REDUCED PRESSURE BACKFLOW PREVENTER. PLUMBING FIXTURE SCHEDULE SYMBOL FIXTURE DESCRIPTION CONNECTION SIZE MANUFACTURER / MODEL NUMBER / DESCRIPTION / ADDITIONAL COMMENTS WASTE VENT TRAP CW HW DOWN SPOUT NOZZLE (CAST IRON) SEE PLANS -- -- -- -- JAY R. SMITH FIGURE NUMBER 1770-NB CAST IRON NOZZLE WITH WALL FLANGE, NICKEL-BRONZE FINISH. EXPANSION TANK -- -- -- 3/4 -- AMTROL THERM-X-TROL ST- 12, OR APPROVED EQUAL, NON-ASME SERIES THERMAL EXPANSION ABSORBER, ANTI-MICROBIAL LINER, AND 5 YEAR WARRANTY. EXPANSION TANK -- -- -- 3/4 -- AMTROL THERM-X-TROL ST-5, OR APPROVED EQUAL, NON-ASME SERIES THERMAL EXPANSION ABSORBER, ANTI-MICROBIAL LINER, AND 5 YEAR WARRANTY. FLOOR CLEANOUT SEE PLANS -- -- -- -- JAY R. SMITH 4020 SERIES WITH ADJUSTABLE, ROUND NICKEL BRONZE TOP AND ABS PLUG. FD-1 FLOOR DRAIN (PVC BODY) (CONCRETE FLOOR) 2 2 2 -- -- SIOUX CHIEF SERIES NUMBER 832-2PNR, POST- CONSTRUCTION LEVELING FLOOR DRAIN, NO-HUB OUTLET, 6-1/2" ROUND, ADJUSTABLE NICKEL BRONZE STRAINER AND TRAP PRIMER PORT. INSTALL TOP OF DRAIN 1/8" BELOW FINISH FLOOR AND CAULK EDGE. FLOOR SINK (6" DEEP) (HALF GRATE, FOOT TRAFFIC RATED)2 2 2 -- -- JAY R. SMITH FIGURE NUMBER 3100Y-12, CAST IRON RECEPTOR, ALUMINUM DOME STRAINER, NICKEL BRONZE GRATE, AND TRAP PRIMER. INSTALL TOP OF SINK 1/8" BELOW FINISH FLOOR AND CAULK EDGE. FLOOR SINK (10" DEEP) (HALF GRATE, FOOT TRAFFIC RATED)4 2 4 -- -- JAY R. SMITH FIGURE NUMBER 3160Y-12, CAST IRON RECEPTOR, ALUMINUM DOME STRAINER, NICKEL BRONZE GRATE, AND TRAP PRIMER. INSTALL TOP OF SINK 1/8" BELOW FINISH FLOOR AND CAULK EDGE. GRADE CLEANOUT (NON-PAVED AREAS) SEE PLANS -- -- -- -- JAY R. SMITH 4220 SERIES, ROUND EXTRA HEAVY DUTY CAST IRON TOP. FURNISH WITH WITH ABS PLUG. COVER TO BE INSCRIBED "SAN". GRADE CLEANOUT (PAVED AREAS) (VEHICULAR TRAFFIC) SEE PLANS -- -- -- -- JAY R. SMITH 4250 SERIES, ROUND FLANGED HOUSING WITH HEAVY DUTY CAST IRON COVER. FURNISH WITH ABS PLUG. COVER TO BE INSCRIBED "SAN". GI-1 GREASE INTERCEPTOR (1500 GALLONS)4 3 -- -- -- PRE-CAST CONCRETE, 1500 GALLON CAPACITY, GREASE INTERCEPTOR. SEE DRAWING FOR DETAILS. NO SPLIT DESIGN VAULTS WITH GASKETS BELOW FLUID LEVEL ALLOWED. HOSE BIBB (EXTERIOR) (NON-FREEZE) -- -- -- 3/4 -- WOODFORD MODEL 67 - EXPOSED STYLE WITH MODEL 50HA BACKFLOW PREVENTER, 3/4" INLET , AND CHROME PLATED. PROVIDE WITH TEE KEY AND INSTALL AT 18" ABOVE FINISH GRADE. LAVATORY (UNDERCOUNTER MOUNT) (ADA COMPLIANT) 1 1/2 1 1/2 1 1/4 1/2 1/2 KOHLER VERTICYL MODEL K-2882: VITREOUS CHINA, UNDER-COUNTER MOUNT LAV WITH SLOAN OPTIMA PLUS MODEL EAF-350 BATTERY POWERED FAUCET AND GRID STRAINER WITH .5 GPM AERATOR. PROVIDE WATTS SERIES LFUSG-B LEAD-FREE, THERMOSTATIC MIXING VALVE, ASSE STANDARD 1070 LISTED, BRONZE BODY, INTEGRAL CHECK VALVES, AND SELECTABLE TEMPERATURE RANGE FROM 80°F TO 120°F. OVERFLOW ROOF DRAIN (LOW PROFILE DOME STYLE) (METAL GRATE) SEE PLANS -- -- -- -- JAY R. SMITH FIGURE NUMBER 1070Y GENERAL PURPOSE DRAIN WITH LOW PROFILE DOME. PROVIDE WITH SUMP RECEIVER, UNDERDECK CLAMP, CAST IRON DOME, INTERNAL WATER DAM STANDPIPE, AND RAIN SHIELD. ROOF DRAIN (LOW PROFILE DOME STYLE) (METAL GRATE) SEE PLANS -- -- -- -- JAY R. SMITH FIGURE NUMBER 1010Y GENERAL PURPOSE DRAIN WITH LOW PROFILE DOME. PROVIDE WITH SUMP RECEIVER, UNDERDECK CLAMP, AND CAST IRON DOME. RECIRCULATION PUMP (HOT WATER RETURN SYSTEM) (MEDIUM SIZED SYSTEM) -- -- -- -- 3/4 BELL AND GOSSETT BRONZE MODEL NBF-22, 115 VOLT, 0.8 AMPS, 92 WATTS, AND SHALL PROVIDE 7 GPM AT 10 FEET HEAD. INCLUDE 7-DAY PROGRAMMABLE ELECTRONIC TIME CLOCK WITH BATTERY BACKUP, INTERMATIC MODEL GM40AVE-RD89. APPROVED ALTERNATE: ARMSTRONG, TACO, GRUNDFOS. RP-2 RECIRCULATION PUMP (HOT WATER RETURN SYSTEM) (MEDIUM SIZED SYSTEM) -- -- -- -- 3/4 BELL AND GOSSETT BRONZE MODEL NBF-22, 115 VOLT, 0.8 AMPS, 92 WATTS, AND SHALL PROVIDE 7 GPM AT 10 FEET HEAD. INCLUDE 7-DAY PROGRAMMABLE ELECTRONIC TIME CLOCK WITH BATTERY BACKUP, INTERMATIC MODEL GM40AVE-RD89. APPROVED ALTERNATE: ARMSTRONG, TACO, GRUNDFOS. REDUCED PRESSURE BACKFLOW PREVENTER INDIRECT -- -- WATTS SERIES LF009 LEAD-FREE REDUCED PRESSURE ZONE ASSEMBLY WITH QUARTER-TURN BALL VALVES, STRAINER, AND AIR GAP. CAST COPPER BODY CONSTRUCTION - 1/2" THRU 2". PROVIDE SERIES 957 FOR SIZES 2 1/2" THRU 10". SINK - KITCHEN HANDWASH (19" X 12" X 6") (WALL MOUNTED) 2 1 1/2 1 1/2 1/2 1/2 ELKAY HANDWASH SINK MODEL CHS1716C: 6" DEEP, WALL MOUNTED, STAINLESS STEEL SINK. PROVIDE AND INSTALL ELKAY MODEL LK940GN04L2H HIGH GOOSENECK SPOUT FAUCET WITH 8" CENTERS AND LEVER HANDLES, ELKAY MODEL LK8 GRID STRAINER AND TAILPIECE, ELKAY MODEL LK500 P-TRAP WITH CLEANOUT PLUG, AND WATTS SERIES LFUSG-B LEAD-FREE, THERMOSTATIC MIXING VALVE, ASSE STANDARD 1070 LISTED, BRONZE BODY, INTEGRAL CHECK VALVES, AND SELECTABLE TEMPERATURE RANGE FROM 80°F TO 120°F. PROVIDE WITH FAUCET-MOUNTED EYEWASH EYE-1. SINK - THREE COMPARTMENT INDIRECT 1/2 1/2 ADVANCED TABCO MODEL FC-3-1818RL 3 COMPARTMENT SINK, SINGLE FAUCET, 37" WORKING HEIGHT, 90" LONG AND 24" WIDE. PROVIDE AND INSTALL K-119 EXTRA HEAVY WALL MOUNTED FAUCET, (3) K-5 LEVEL OPERATED DRAINS, AND SECURE THE BACK SPLASH OF THE SINK TO THE WALL AND CAULK. SINK - BAR SINK 2 1 1/2 1 1/2 1/2 1/2 ELKAY LUSTERTONE MODEL ELUH191610: 10" DEEP, STAINLESS STEEL SINK. PROVIDE AND INSTALL CHICAGO 527-GN8AE35ABCP TWO HANDLE BAR FAUCET, ELKAY MODEL LK35 STAINLESS STEEL STRAINER BASKET AND TAILPIECE AND WATTS SERIES LFUSG-B LEAD-FREE, THERMOSTATIC MIXING VALVE, ASSE STANDARD 1070 LISTED, BRONZE BODY, INTEGRAL CHECK VALVES, AND SELECTABLE TEMPERATURE RANGE FROM 80°F TO 120°F. SHOCK ABSORBER (WATER HAMMER ARRESTOR)-- -- -- -- -- JAY R. SMITH FIGURE NUMBER 5005 TO 5050, SIZED PER FIXTURES SERVED. PROVIDE AN ACCESS PANEL AND A BALL TYPE SHUT-OFF VALVE UPSTREAM OF SHOCK ABSORBER. APPROVED ALTERNATES: PRECISION PLUMBING PRODUCTS (PPP), SIOUX CHIEF, PROFLO, AND ZURN SERVICE SINK (24" X 24" X 10") (FLOOR MOUNTED) 3 2 3 1/2 1/2 ACORN TERRAZZO-WARE MODEL TRH-242410: PROVIDE AND INSTALL WITH MODEL KFC CHROME UTILITY FAUCET, STAINLESS STEEL BUMPER GUARD, DRAIN GASKET, 36" HOSE AND WALL HANGER, MOP HANGER, AND (2) STAINLESS STEEL WALL GUARDS. MOUNT FAUCET 36" AFF. TP-1 TRAP PRIMER (PRESSURE ACTIVATED) (1 TO 4 TRAPS) -- -- -- 1/2" -- PRECISION PLUMBING PRODUCTS MODEL CPO-500 WITH DU DISTRIBUTION UNIT IF REQUIRED FOR SERVING MORE THAN ONE TRAP. APPROVED ALTERNATES: MIFAB, SIOUX CHIEF, SLOAN, AND ZURN U-1 URINAL (MOTION SENSOR / BATTERY OPERATED) (SEE ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHT) 2 1 1/2 INT. 3/4 -- KOHLER BARDON MODEL K-4991-ET WALL MOUNTED URINAL WITH 3/4" TOP SPUD. SLOAN REGAL 186 SFSM-0.5 SIDE MOUNT OPERATOR WITH MANUAL OVERRIDE FLUSH BUTTON, 0.5 GPF. INCLUDE BEEHIVE STRAINER AND JAY R. SMITH FIGURE NUMBER 0637 ADJUSTABLE FIXTURE SUPPORT. WC-1 WATER CLOSET (17-1/2" SEAT HEIGHT) (MOTION SENSOR / BATTERY OPERATED) (FLOOR MOUNTED) (COMFORT HEIGHT / ADA COMPLIANT) 4 2 INT. 1 -- KOHLER HIGHCLIFF ULTRA MODEL K-96057 FLOOR MOUNTED WITH ELONGATED BOWL. KOHLER LUSTRA MODEL K-4666-C ELONGATED OPEN FRONT SEAT WITH HINGE. SLOAN REGAL 111 SFSM-1.6 FLUSHOMETER, 1.6 GPF. WALL CLEANOUT SEE PLANS -- -- -- -- JAY R. SMITH 4472T SERIES WITH CAST BRONZE TAPER THREAD PLUG, STAINLESS STEEL ROUND COVER, AND A STAINLESS STEEL VANDAL PROOF SCREW. WATER FILTER SYSTEM -- -- -- 3/4" -- EVERPURE EV9437-10 HIGH FLOW SYSTEM, OWNER FURNISHED CONTRACTOR INSTALLED. FIELD VERIFY FINAL LOCATION WITH OWNER. PROVIDE SHUTOFF VALVES, PIPING AND DRAIN FOR THIS SYSTEM AND FACTORY START-UP. WATER HEATER (NOMINAL 60 GALLON) (NATURAL GAS - HIGH EFFICIENCY) -- -- -- SEE PLANS SEE PLANS BRADFORD WHITE MODEL EF-60T-125E-3N. 125 MBH INPUT, 110V/1Ø, 1.8 AMPS , 28" DIAMETER, 57" TALL WITH SIDE CONNECTIONS. PROVIDE WITH PVC CONCENTRIC INTAKE/VENT KIT AND SEISMIC STRAP. WH-2 WATER HEATER (20 GALLON LOWBOY MODEL) (208V-1Ø ELECTRIC) -- -- -- SEE PLANS SEE PLANS BRADFORD WHITE MODEL LE120L3-3, NON-SIMULTANEOUS DUAL ELEMENTS, (2) 4.5 KW, 208V/1Ø, 18" DIAMETER, 25" TALL, WITH SIDE CONNECTIONS. PROVIDE WITH WALL BRACKET SUPPORT SIZED FOR WEIGHT, SEISMIC STRAPS, AND DRAIN PAN. PROVIDE WATER HEATER WITH HEAT TRAP. NOTES: 1.ALL ADA COMPLIANT FIXTURES MUST COMPLY WITH ICC/ANSI A117.1. SEE ARCHITECTURAL PLANS FOR HANDICAPPED FIXTURE DESIGNATIONS, LOCATIONS, CLEARANCES, AND MOUNTING HEIGHTS. 2.ALL EXPOSED HW PIPING, CW PIPING, AND DRAIN LINES BENEATH ALL LAVATORIES AND ALL ADA COMPLIANT SINKS MUST BE INSULATED TO PREVENT INJURY. REFER TO ARCHITECTURAL PLANS. INSULATE WITH MOLDED CLOSED CELL VINYL INSULATION - TRUEBRO, PLUMBEREX, OR EQUAL. 3.PROVIDE P-TRAP PRIMERS FOR ALL FLOOR DRAINS AND FLOOR SINKS (NOT ALL TRAP PRIMERS ARE INDICATED ON PLANS - REFERENCE DETAILS FOR ADDITIONAL INFORMATION). PROVIDE A BALL TYPE SHUT-OFF VALVE UPSTREAM OF PRIMER VALVE. SEE SPECIFICATIONS. 4.SEE SPECIFICATIONS FOR ALTERNATE APPROVED MANUFACTURERS. 5.HIGH EFFICIENCY WATER HEATERS: PROVIDE WITH CONDENSATE NEUTRALIZATION KIT BY JJM BOILER WORKS MODEL JM (OR EQUAL), SIZED PER EQUIPMENT CAPACITY. 6.BACKFLOW PREVENTION: THIS BUILDING IS PROVIDED WITH A BACKFLOW PREVENTION DEVICE ON THE MAIN WATER SERVICE AND REDUCED PRESSURE BACKFLOW PREVENTION ON THE FOLLOWING PIECES OF EQUIPMENT: IRRIGATION LINE AND KITCHEN EQUIPMENT PER KITCHEN EQUIPMENT SCHEDULE. NOTE: GAS SIZING CHART FOR TENANT SPACE THAT INCLUDES ZONES 1 - 3. THIS GAS SYSTEM SERVES GOOD 2 GO. GAS SIZES TO EQUIPMENT ARE AS NOTED IN SCHEDULE ABOVE. ROUTE NOTED ( 2PSI) GAS LINE TO GAS EQUIPMENT. PROVIDE GAS COCK AND PRESSURE REGULATOR (2 PSI-7" WC) SIZED FOR GAS LOAD AT EACH PIECE OF EQUIPMENT. VENT TO ATMOSPHERE PER MANUFACTURERS RECOMMENDATIONS. ROUTE NOTED (7" WC) GAS LINE TO GAS FIRED EQUIPMENT WITH GAS COCK AND FLEX CONNECTOR AT UNIT. SEE GAS CONNECTION DETAILS ON SHEET P-401. GAS SIZING CHART: G2G SYMBOL INPUT (MBH) RUNOUT SIZE (2PSI) (INCHES) EQUIPMENT CONNECTION SIZES (7" WC) (INCHES) RTU-1 224 3/4 3/4 RTU-2 53.6 3/4 3/4 RTU-3 53.6 3/4 3/4 WH-1 125 3/4 3/4 TOTAL 456.2 EQUIVALENT LENGTH = 250 FT PRESSURE = 2 PSI MAIN SIZE = 3/4"Ø NOTE: GAS SIZES TO EQUIPMENT ARE AS NOTED IN SCHEDULE ABOVE. ROUTE NOTED ( 2PSI) GAS LINE TO GAS EQUIPMENT. PROVIDE GAS COCK AND PRESSURE REGULATOR (2 PSI-7" WC) SIZED FOR GAS LOAD AT EACH PIECE OF EQUIPMENT. VENT TO ATMOSPHERE PER MANUFACTURERS RECOMMENDATIONS. ROUTE NOTED (7" WC) GAS LINE TO GAS FIRED EQUIPMENT WITH GAS COCK AND FLEX CONNECTOR AT UNIT. SEE GAS CONNECTION DETAILS ON SHEET P-401. GAS SIZING CHART: FUTURE TENANT SYMBOL INPUT (MBH) RUNOUT SIZE (2PSI) (INCHES) EQUIPMENT CONNECTION SIZES (7" WC) (INCHES) FUTURE 500 3/4 3/4 TOTAL 500.0 EQUIVALENT LENGTH = 250 FT PRESSURE = 2 PSI MAIN SIZE = 3/4"Ø NOTE: GAS SIZING CHART FOR TENANT SPACE REFERRED TO AS ZONE 4. GAS SIZES TO EQUIPMENT ARE AS NOTED IN SCHEDULE ABOVE. ROUTE NOTED ( 2PSI) GAS LINE TO GAS EQUIPMENT. PROVIDE GAS COCK AND PRESSURE REGULATOR (2 PSI-7" WC) SIZED FOR GAS LOAD AT EACH PIECE OF EQUIPMENT. VENT TO ATMOSPHERE PER MANUFACTURERS RECOMMENDATIONS. ROUTE NOTED (7" WC) GAS LINE TO GAS FIRED EQUIPMENT WITH GAS COCK AND FLEX CONNECTOR AT UNIT. SEE GAS CONNECTION DETAILS ON SHEET P-401. GAS SIZING CHART: TENANT SYMBOL INPUT (MBH) RUNOUT SIZE (2PSI) (INCHES) EQUIPMENT CONNECTION SIZES (7" WC) (INCHES) RTU-4 132 1/2 3/4 FUTURE LOAD 500 3/4 3/4 TOTAL 632.0 EQUIVALENT LENGTH = 170 FT PRESSURE = 2 PSI MAIN SIZE = 3/4"Ø PROJECT NO. TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . ID DA T E D E S C R I P T I O N CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 MUSGROVE ENGINEERING 645 W. 25TH STREET IDAHO FALLS, ID 83402 PHONE: (208) 384-0585 MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 MECHANICAL / PLUMBING STRUCTURAL ELECTRICAL CIVIL 23-211 P-500 Go o d 2 G o 1 0 4 - R e x b u r g I D TB D R e x b u r g I D 8 3 4 4 0 22007 PLUMBING SCHEDULES 9/20/2023 M C C M J J J J J J D TC PC OS S K CR M M TV TV SP SP V IC S J J HC F T SS SOS 2 S WAP 100A 3P J - BLACK - RED - BLUE - WHITE - GREEN PHASE A PHASE B PHASE C NEUTRAL GROUND - BROWN - ORANGE - YELLOW - GRAY - GREEN PHASE A PHASE B PHASE C NEUTRAL GROUND 208Y/120 VOLT SYSTEM 480Y/277 VOLT SYSTEM ELECTRICAL LEGEND - LIGHTING ONE LINE SECURITY A AMPERES AC 6" ABOVE BACKSPLASH AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AF AMP FRAME AIC AMPS INTERRUPTING CAPACITY AT AMP TRIP ATS AUTOMATIC TRANSFER SWITCH AWG AMERICAN WIRE GAUGE BD BOTTOM OF DECK BS BOTTOM OF STRUCTURE C CEILING MOUNTED C CONDUIT CB CIRCUIT BREAKER CF COMPACT FLUORESCENT CKT CIRCUIT CO CONDUIT ONLY, PROVIDE PULL-LINE CT CURRENT TRANSFORMER CTL CONTROL DC DIRECT CURRENT (D) DEMOLITION DEMO DEMOLITION DET DETAIL DTT DOUBLE TWIN TUBE E EMERGENCY (E) EXISTING EC ELECTRICAL CONTRACTOR EL EMERGENCY LIGHT F FUSE (F) FUTURE FACP FIRE ALARM CONTROL PANEL G/GND GROUND GFCI GROUND FAULT CIRCUIT INTERRUPTER GFI GROUND FAULT INTERRUPTER HH HAND HOLE HID HIGH INTENSITY DISCHARGE HOA HAND-OFF-AUTO HPS HIGH PRESSURE SODIUM HVAC HEATING, VENTILATION, & AIR CONDITIONING IG ISOLATED GROUND IPCO IDAHO POWER COMPANY J-BOX JUNCTION BOX KA KILOAMP KVA KILO VOLT-AMP KW KILOWATT KWH KILOWATT HOUR LCP LIGHTING CONTROL PANEL MB MAIN BREAKER MBR MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MDP MAIN DISTRIBUTION PANEL MLO MAIN LUGS ONLY MMC MODULAR METERING CENTER MH METAL HALIDE MSB MAIN SWITCH BOARD MTG MOUNTING N NEUTRAL (N) NEW NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NIC NOT IN CONTRACT NL NIGHT LIGHT NO NORMALLY OPEN NTS NOT TO SCALE OH OVERHEAD OS OCCUPANCY SENSOR P POLES PC PHOTO-CONTROL PVC POLYVINYL CHLORIDE PWR POWER RE: REFERENCE REC RECEPTACLE (R) RELOCATED SF SQUARE FEET TBD TO BE DETERMINED TDR TIME DELAY RELAY TK TOE KICK TSP TWISTED SHIELDED PAIR TRT TRIPLE TUBE TTB TELEPHONE TERMINAL BOARD (TYP.) TYPICAL UC UNDERCABINET UG UNDERGROUND U.N.O. UNLESS NOTED OTHERWISE V VOLT VA VOLT-AMPERE W WATT WG WIRE GUARD WP WEATHER PROOF/NEMA 3R ELECTRICAL ABBREVIATIONS PROVIDED/ PROVIDE BY INSTALLED/ INSTALL PROVIDE AND INSTALL / PROVIDED AND INSTALLED BY / PROVIDE AND INSTALL NOTE: THIS IS A STANDARD LIST OF COMMONLY USED ELECTRICAL ABBREVIATIONS. SOME OF THE ABBREVIATIONS SHOWN ABOVE MAY NOT BE USED IN THIS DRAWING PACKAGE. CIRCUITING SYMBOLS ELECTRICAL SPECIFICATIONS COMMUNICATIONS ELECTRICAL GENERAL NOTESDEVICES ST N GFP # PANEL NAME VOLTAGE PHASE TVSS LSIGR # # # # # INDIVIDUAL BREAKER WITH SHUNT TRIP, SIZE AND POLES INDICATED. NEMA 1 UNO INDIVIDUAL BREAKER, SIZE AND POLES INDICATED. NEMA 1 UNO +80" #P ##A #P ##A ##A ##A #P T REFERENCE FIXTURE SCHEDULE FOR MOUNTING TYPE, MOUNTING HEIGHT, AND FIXTURE TYPE. ##A #P DOUBLE FACE EXIT SIGN, CEILING MOUNTED, PROVIDE UNSWITCHED CONDUCTOR. WALL MOUNTED DOUBLE FACE EXIT SIGN PROVIDE UNSWITCHED CONDUCTOR. MOUNT AT +8'-0" UNO. WALL MOUNTED SINGLE FACE EXIT SIGN PROVIDE UNSWITCHED CONDUCTOR. MOUNT AT +8'-0" UNO. ARROW INDICATES DIRECTION TO BE SHOWN ON SIGN. 1'X1' LIGHT FIXTURE. 1'X1' LIGHT FIXTURE, PROVIDE EMERGENCY BATTERY BACKUP CONNECTED TO AN UNSWITCHED CONDUCTOR. 1'X4' LIGHT FIXTURE. 1'X4' LIGHT FIXTURE, PROVIDE EMERGENCY BATTERY BACKUP CONNECTED TO AN UNSWITCHED CONDUCTOR. 2'X4' LIGHT FIXTURE. 2'X4' LIGHT FIXTURE, PROVIDE EMERGENCY BATTERY BACKUP CONNECTED TO AN UNSWITCHED CONDUCTOR. 2'X2' LIGHT FIXTURE. 2'X2' LIGHT FIXTURE, PROVIDE EMERGENCY BATTERY BACKUP CONNECTED TO AN UNSWITCHED CONDUCTOR. DIRECT/INDIRECT LIGHT FIXTURE. SEE SCHEDULE FOR LENGTH. DIRECT/INDIRECT LIGHT FIXTURE. SEE SCHEDULE FOR LENGTH. PROVIDE EMERGENCY BATTERY BACKUP CONNECTED TO AN UNSWITCHED CONDUCTOR STRIP LIGHT FIXTURE. SEE SCHEDULE FOR LENGTH. STRIP LIGHT FIXTURE. SEE SCHEDULE FOR LENGTH. PROVIDE EMERGENCY BATTERY BACKUP CONNECTED TO AN UNSWITCHED CONDUCTOR WALL MOUNTED LIGHT FIXTURE. WALL MOUNTED LIGHT FIXTURE, PROVIDE EMERGENCY BATTERY BACKUP CONNECTED TO AN UNSWITCHED CONDUCTOR. RECESSED LIGHT FIXTURE RECESSED LIGHT FIXTURE. PROVIDE EMERGENCY BATTERY BACKUP CONNECTED TO AN UNSWITCHED CONDUCTOR. ROUND LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE. POLE LIGHT 1 HEAD WITH POLE TIME CLOCK PHOTO CONTROL CELL LOCATED 12" ABOVE ROOF FACING NORTH. EMERGENCY EGRESS LIGHTING. CONNECT TO AN UNSWITCHED CONDUCTOR. INDICATES FIXTURE TYPE. REFER TO FIXTURE SCHEDULE. EXTERIOR WALL PACK EMERGENCY EXTERIOR WALL PACK. PROVIDE EMERGENCY BATTERY BACKUP CONNECTED TO AN UNSWITCHED CONDUCTOR OCCUPANCY SENSOR. PROVIDE RELAYS AND POWER PACKS AS REQUIRED. DELTA WYE TRANSFORMER UNO PANEL BOARD, SEE SCHEDULE FOR TYPE AND SIZE CIRCUIT BREAKER, SIZE AND POLES INDICATED FUSE, SIZE AND TYPE INDICATED, PROVIDE FUSE FOR EACH POLE INTERRUPTER SWITCH, SIZE AND POLES INDICATED FUSED SWITCH, SIZE/POLES AND FUSE SIZE INDICATED DRAW OUT CIRCUIT BREAKER, SIZE AND POLES INDICATED GROUND FAULT PROTECTION TRANSIENT VOLTAGE SURGE SUPPRESSION NEUTRAL METER AND BASE AUTOMATIC TRANSFER SWITCH (ATS) GENERATOR SET, MAIN BREAKER SIZE INDICATED OVERHEAD SERVICE DROP DISCONNECT SWITCH, SIZE AND POLES INDICATED. NEMA 1 UNO MOTOR SHUNT TRIP COIL PAD MOUNT TRANSFORMER DRY TYPE TRANSFORMER CCTV CAMERA POWER SUPPLY CCTV SYSTEM POWER SUPPLY ADJUSTABLE CAMERA (PAN/TILT/ZOOM) FIXED CAMERA CAMERA IN OUTDOOR HOUSING ADJUSTABLE CAMERA (PAN/TILT/ZOOM) IN OUTDOOR HOUSING CCTV OUTLET, +18" UNO CEILING MOUNTED CCTV OUTLET SECURITY SYSTEM KEYPAD CONTROLLER COORDINATE BOX SIZE AND MUDRING WITH VENDOR CEILING MOUNTED MOTION SENSOR WALL MOUNTED MOTION SENSOR, MOUNTING HEIGHT INDICATED PANIC BUTTON - MOUNTED UNDER COUNTER TRACK LIGHT ADJUSTABLE BREAKER SETTINGS (PER SPECIFICATIONS): 'L'-LONG TIME 'S'-SHORT TIME 'I'-INSTANTANEOUS 'G'-GROUND FAULT 'R'-ENERGY REDUCING MAINTENANCE SWITCH W/STATUS INDICATOR EMERGENCY EGRESS LIGHTING WITH OUT FIXTURE HEADS. CONNECT TO AN UNSWITCHED CONDUCTOR. CARD READER XXX GROUNDROUND EMERGENCY LIGHT FIXTURE. PROVIDE EMERGENCY BATTERY BACKUP CONNECTED TO AN UNSWITCHED CONDUCTOR. WALL MOUNTED EMERGENCY LIGHT FIXTURE. PROVIDE EMERGENCY BATTERY BACKUP CONNECTED TO AN UNSWITCHED CONDUCTOR. NOTE: THIS IS A STANDARD LIST OF COMMONLY USED ELECTRICAL SYMBOLS. SOME OF THE SYMBOLS SHOWN MAY NOT HAVE BEEN USED IN THIS DRAWING PACKAGE. EXISTING CONDUIT DOWN CONDUIT UP 6 NEUTRAL CONDUCTORS GROUNDING CONDUCTOR SIZE QUANTITY 1"-4#10,1#10G PANEL HOMERUN. (3/4"-2#12,1#12G CONDUCTORS UNO) RACEWAY A-2,4,6 PANEL NAME CIRCUIT # EM NOTE: CURRENT CARRYING CONDUCTORS LED DRIVER A. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE LOCALLY ADOPTED ELECTRICAL CODE, ALL LOCAL CODES, AND TO THE FULL ACCEPTANCE OF THE AUTHORITY HAVING JURISDICTION. B. OBTAIN ALL PERMITS, COORDINATE, FURNISH, INSTALL, CONNECT AND TEST ALL ELECTRICAL EQUIPMENT REQUIRED FOR ALL THE SYSTEMS INSTALLED UNDER THIS CONTRACT TO INSURE COMPLETE AND FULLY OPERATIONAL SYSTEMS. C. CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF AS-BUILT DRAWINGS. AS-BUILT SET OF DRAWINGS SHALL BE UPDATED DAILY AND SHALL DOCUMENT THE ACTUAL INSTALLED CONDITION OF THE ENTIRE ELECTRICAL INSTALLATION. AS-BUILT SET OF DRAWINGS SHALL BE AVAILABLE AT ALL TIMES ON THE SITE FOR INSPECTION BY CODE OFFICIALS, OWNER, ARCHITECT, AND ENGINEER. D. PROTECT ALL EXISTING WORK FROM DAMAGE DURING CONSTRUCTION. E. DESIGN IS BASED ON BEST AVAILABLE INFORMATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS TO DETERMINE STATUS OF ACTUAL CONDITIONS AS THEY RELATE TO THE SCOPE OF WORK AS SHOWN ON THESE PLANS. F. COORDINATE ALL ELECTRICAL WORK WITH ALL OTHER TRADES. G. COORDINATE EXACT LOCATION AND MOUNTING HEIGHTS OF ALL ELECTRICAL EQUIPMENT AND DEVICES WITH THE ARCHITECTURAL ELEVATIONS AND DETAILS PRIOR TO ROUGH-IN. H. DEMOLITION WORK IS A PART OF THIS PROJECT. SEE DRAWINGS FOR EXISTING ELECTRICAL DEVICES TO BE REMOVED. REMOVE ASSOCIATED BOXES, RACEWAYS AND CONDUCTORS BACK TO SOURCE, AND MAKE SAFE. I. ALL MATERIALS AND EQUIPMENT FURNISHED TO THE PROJECT SHALL BE NEW AND SHALL BEAR THE LISTING LABEL OF A NATIONALLY RECOGNIZED TESTING LAB AS DEFINED BY OSHA. J. ALL ELECTRICAL DEVICES AND TERMINALS SHALL BE RATED 75°C MINIMUM. K. ALL CONDUCTORS SHALL BE STRANDED COPPER, 600 VOLT RATED. INSULATION TYPE SHALL BE THHN/THWN, FULLY COLOR CODED WITH GAUGE, TYPE AND MANUFACTURER MARKED EVERY 24" ALONG. CONDUCTOR COLOR CODE SHALL BE AS FOLLOWS: L. MINIMUM SIZE WIRE FOR POWER AND LIGHTING CIRCUITS SHALL BE #12 AWG. ALL POWER AND LIGHTING CONDUCTORS SHALL BE ROUTED IN 3/4" CONDUIT MINIMUM. M. EMT OR MC TYPE CABLE IS ALLOWED WHEN CONCEALED IN INTERIOR SPACES. MC TYPE CABLE IS NOT ALLOWED FOR HOMERUNS. N. MAKE ALL CONNECTIONS TO EQUIPMENT PER MANUFACTURER'S REQUIREMENTS. O. ALL EQUIPMENT, SWITCHING DEVICES AND PANELS SHALL BE MOUNTED SO AS TO BE ACCESSIBLE AND SHALL BE MOUNTED PLUMB AND SQUARE WITH WALLS. P. DEVICES AND RACEWAYS PENETRATING FIRE RATED WALLS AND FLOORS SHALL BE SEALED WITH FIRE RESISTIVE MATERIAL, COMPATIBLE WITH CONSTRUCTION PENETRATED, TO MAINTAIN RATING OF THE WALL. SEALANT SYSTEM SHALL BE A U.L. APPROVED SYSTEM AND INSTALLED PER MANUFACTURER'S INSTRUCTIONS. Q. FURNISH AND INSTALL PULL CORD IN ALL EMPTY CONDUITS. R. ALL JUNCTION BOX COVERS WITH POWER WIRING SHALL HAVE THE PANEL AND CIRCUIT LABELED ON THE OUTSIDE SURFACE. ALL LABELS FOR EXPOSED JUNCTION BOXES IN "FINISHED AREAS" SHALL BE LABELED UTILIZING SELF ADHESIVE LABELS PRODUCED BY A MECHANICAL LABELING MACHINE. LABELS FOR JUNCTION BOX COVERS IN CONCEALED LOCATIONS SHALL CONSIST OF THE INFORMATION BEING NEATLY HANDWRITTEN ON THE OUTSIDE SURFACE OF THE COVER WITH A PERMANENT STYLE MARKER. S. CLEARLY LABEL ALL ACCESSIBLE CONDUIT STUBS WITH SYSTEM NAME AND LOCATION (ROOM NUMBER) WHERE THE OTHER END OF THE CONDUIT TERMINATES. USE INDELIBLE INK. THE LABELS SHALL BE LOCATED ON THE CONDUIT IN A POSITION THAT CAN BE EASILY READ. T. ALL 1 POLE BREAKER CIRCUITS SHALL HAVE AN INDEPENDENT NEUTRAL CONDUCTOR. NO EDISON STYLE SHARED NEUTRAL CONDUCTORS ARE ALLOWED. U. ALL CONDUCTORS IN ELECTRICAL PANELS, CABINETS AND EQUIPMENT SHALL BE NEATLY TRAINED AND LACED. V. THE CONTRACTOR SHALL PROVIDE UPDATED CIRCUIT PANEL DIRECTORIES FOR ALL PANELS. DIRECTORIES SHALL BE TYPED. W. PROVIDE ELECTRICAL SUBMITTALS FOR EQUIPMENT SHOWN AS REQUIRED BY DIVISION 1 SPECIFICATIONS. X. ELECTRICAL CONTRACTOR SHALL OBTAIN THE AVAILABLE FAULT CURRENT VALUE FROM THE LOCAL UTILITY OR THE ONE-LINE DIAGRAM AND LABEL THE MAIN BREAKER WITH THAT VALUE. Y. SWITCH AND RECEPTACLE LABELING: IDENTIFY PANELBOARD AND CIRCUIT NUMBER FROM WHICH DEVICES ARE SERVED. USE MACHINE PRINTED LABEL AND 1/8" TEXT. INSTALL ON THE OUTSIDE OF THE FACEPLATE FOR RECEPTACLES AND INSIDE THE FACEPLATE FOR SWITCHES. DESIGNATES CIRCUIT ON EMERGENCY SOURCE UNMARKED CIRCUIT IS CONCEALED IN CEILING OR WALL. MAINTAIN CONDUIT AND CONDUCTOR SIZE THROUGHOUT ENTIRE CIRCUIT. BEGINNING OF INDIVIDUAL CIRCUIT(S), CIRCUIT NUMBER(S) INDICATED. EDISON STYLE SHARED NEUTRAL CONDUCTORS ARE NOT ALLOWED. EACH 1 POLE BREAKER SHALL BE FURNISHED WITH AN INDIVIDUAL DEDICATED NEUTRAL CONDUCTOR.CONDUIT, STUBBED, CAPPED AND MARKED WITH PULL CORD AS SPECIFIED CONCEALED IN FLOOR OR UNDERGROUND JUNCTION BOX FOR FUTURE TELEPHONE/DATA OUTLET. MOUNT AT 18" A.F.F. UNO. PROVIDE SINGLE-GANG MUD RING WITH BLANK COVER PLATE. PROVIDE 1" CONDUIT TO NEAREST ACCESSIBLE CEILING SPACE. FLOOR MOUNTED TELEPHONE/DATA OUTLET. PROVIDE 1" CONDUIT TO NEAREST ACCESSIBLE CEILING. INSTALL QUANTITY OF DATA (#D) AND TELEPHONE (#T) CABLES INDICATED TO THE NEAREST DATA RACK. PROVIDE (2) DATA CABLES IF A CABLE QUANTITY IS NOT INDICATED. INTERCOM SYSTEM CALL BUTTON. +46" UNO. CEILING MOUNTED SPEAKER WITH BACKBOX WALL MOUNTED SPEAKER, WITH BACKBOX +80" UNO VOLUME CONTROL, +46" UNO TELEVISION OUTLET, +18" AFF UNO. PROVIDE 1-1/4" CONDUIT TO NEAREST ACCESSIBLE CEILING SPACE CEILING MOUNTED TELEVISION OUTLET TTB TELEPHONE TERMINAL BOARD CT-XX CABLE TRAY, 4" DEEP, WIRE BASKET STYLE, 'XX' INDICATES WIDTH PROVIDE ALL FITTINGS AND SUPPORT HARDWARE REQUIRED FLOOR MOUNTED BOX FOR FUTURE TELEPHONE/DATA OUTLET. JUNCTION BOX WITH SINGLE-GANG MUD RING. PROVIDE 1" CONDUIT TO NEAREST ACCESSIBLE CEILING SPACE. PROVIDE BLANK COVER PLATE. #D,#T TELEPHONE/DATA OUTLET. MOUNT AT 18" A.F.F. UNO. PROVIDE 1" CONDUIT TO NEAREST ACCESSIBLE CEILING. INSTALL QUANTITY OF DATA (#D) AND TELEPHONE (#T) CABLES INDICATED TO THE NEAREST DATA RACK. PROVIDE (2) DATA CABLES IF A CABLE QUANTITY IS NOT INDICATED. #D,#T A. THESE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN NATURE; THEREFORE, THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ELECTRICAL EQUIPMENT AND DEVICE LOCATIONS WITH ARCHITECTURAL, MECHANICAL, AND PLUMBING DIVISIONS PRIOR TO ROUGH-IN. REFER TO AND COORDINATE WITH ARCHITECTURAL, MECHANICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL WORK THAT IS REQUIRED BY THE ELECTRICAL CONTRACTOR. B. ALL CONDUIT AND JUNCTION BOXES ARE TO BE CONCEALED UNLESS LOCATED WITHIN DEDICATED ELECTRICAL OR MECHANICAL ROOMS. USE OF SURFACE MOUNTED RACEWAYS IN ALL OTHER SPACES MUST BE APPROVED BY THE ARCHITECT FOR EACH LOCATION. WHERE SURFACE RACEWAYS ARE APPROVED, UTILIZE WIREMOLD, OR APPROVED EQUAL, SURFACE MOUNTED RACEWAYS PAINTED TO MATCH SURROUNDING WALLS. C. REFER TO ARCHITECTURAL ELEVATIONS FOR OUTLET HEIGHTS WHERE THE SPECIFIC OUTLET HEIGHT IS NOT INDICATED. REFER TO THE ELECTRICAL LEGEND FOR THE DEFAULT OUTLET HEIGHT WHEN NOT INDICATED ON ELEVATIONS OR ON AT THE DEVICES. D. PROVIDE PULL-LINE IN ALL EMPTY CONDUITS. E. TERMINATE ALL LOW-VOLTAGE CONDUITS WITH INSULATED THROAT BUSHING. F. MECHANICAL EQUIPMENT INDICATED IS SHOWN IN AN APPROXIMATE LOCATION. COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. SINGLE FACE EXIT SIGN, CEILING MOUNTED PROVIDE UNSWITCHED CONDUCTOR. WALL MOUNTED SINGLE FACE EXIT SIGN WITH EMERGENCY EGRESS LIGHTING. PROVIDE UNSWITCHED CONDUCTOR. MOUNT AT +8'-0" UNO. CEILING MOUNTED. SINGLE FACE EXIT SIGN WITH EMERGENCY EGRESS LIGHTING. PROVIDE UNSWITCHED CONDUCTOR. CEILING MOUNTED. DOUBLE FACE EXIT SIGN WITH EMERGENCY EGRESS LIGHTING. PROVIDE UNSWITCHED CONDUCTOR. DUAL LEVEL SWITCHING, INSIDE AND OUTSIDE LAMPS OF FIXTURE TO BE SWITCHED SEPARATELY. SWITCH, TYPE AS INDICATED. +46"AFF SINGLE CONVENIENCE OUTLET, +18" AFF UNO FLOOR MOUNT SINGLE CONVENIENCE OUTLET DUPLEX CONVENIENCE OUTLET, +18" AFF UNO FLOOR MOUNT DUPLEX CONVENIENCE OUTLET EMERGENCY DUPLEX CONVENIENCE OUTLET, +18" AFF UNO SWITCHED DUPLEX CONVENIENCE OUTLET, +18" AFF UNO FLOOR MOUNTED SWITCHED DUPLEX CONVENIENCE OUTLET FOURPLEX CONVENIENCE OUTLET. +18"AFF UNO FLOOR MOUNT FOURPLEX CONVENIENCE OUTLET CONNECTION POINT TO EQUIPMENT SPECIFIED, ELECTRICAL CONTRACTOR TO SUPPLY RACEWAY AND CONDUCTORS AND MAKE FINAL CONNECTION TO EQUIPMENT UNDER THIS SECTION. UNO FLOOR MOUNTED CONNECTION POINT, SEE NOTE ABOVE FOR REQUIREMENTS JUNCTION BOX WALL MOUNTED PUSH BUTTON, MOUNT AT SWITCH HEIGHT UNO WALL MOUNTED PUSH BUTTON, HANDICAPPED MOUNT AT SWITCH HEIGHT UNO WALL MOUNTED PUSH BUTTON, MOUNT AT SWITCH HEIGHT UNO MOTOR STARTER/CONTACTOR, SIZE/POLES NEMA 1 UNO AS INDICATED COMBINATION STARTER AND DISCONNECT, SIZE/POLES, STARTER SIZE AS INDICATED, NEMA 1 UNO MECHANICAL EQUIPMENT CALL OUT SURFACE MULTI-OUTLET RACEWAY EQUIPMENT CABINET FLUSH MOUNTED EQUIPMENT CABINET, SURFACE MOUNTED PANELBOARD. SEE SCHEDULE FOR TYPE. TRANSFORMER POWER POLE - DUAL CHANNEL THERMOSTAT, +46" AFF PROVIDE CONDUIT, J-BOX, CONDUCTORS AS REQUIRED TO CONTROL ASSOCIATED UNITS. UNO COORDINATE WITH DIVISION 15. NON-FUSED DISCONNECT SIZE/ POLES AS INDICATED, NEMA 1 UNO FUSED DISCONNECT SWITCH, SIZE/POLES, FUSE SIZES AS INDICATED, NEMA 1 UNO KITCHEN EQUIPMENT CALLOUT FLOOR MOUNTED JUNCTION BOX 2 DOUBLE POLE 3 3-WAY 4 4-WAY K KEYED P PILOT LIGHT D DIMMER HP HORSEPOWER RATED TO THERMAL OVERLOAD LV LOW VOLTAGE OS OCCUPANCY SENSOR OR LOW VOLTAGE, MOMENTARY OVERRIDE VS VACANCY SENSOR a SUPERSCRIPT INDICATES LIGHTS TO BE SWITCHED TOGETHER DUAL LEVEL SWITCHING WITH OCCUPANCY SENSOR, INSIDE AND OUTSIDE LAMPS OF FIXTURE TO BE SWITCHED SEPARATELY. T OCCUPANCY SENSOR WITH MANUAL DIMMING, SET FOR 50% AUTOMATIC ON, AUTOMATIC OFF, WITH MANUAL DIMMING. USB DUPLEX CONVENIENCE OUTLET, +18" AFF UNO USB FOURPLEX CONVENIENCE OUTLET, +18" AFF UNO RECESSED ENTERTAINMENT BOX WIRELESS ACCESS POINT XX X-X OS D REB EG PROJECT NO. TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . ID DA T E DE S C R I P T I O N CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 MUSGROVE ENGINEERING 645 W. 25TH STREET IDAHO FALLS, ID 83402 PHONE: (208) 384-0585 MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 MECHANICAL / PLUMBING STRUCTURAL ELECTRICAL CIVIL 23-211 E-001 Go o d 2 G o 1 0 4 - R e x b u r g I D TB D R e x b u r g I D 8 3 4 4 0 22007 ELECTRICAL COVER SHEET 10/11/2023 PROJECT NO. TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . ID D A T E D E S C R I P T I O N CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 MUSGROVE ENGINEERING 645 W. 25TH STREET IDAHO FALLS, ID 83402 PHONE: (208) 384-0585 MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 MECHANICAL / PLUMBING STRUCTURAL ELECTRICAL CIVIL 23-211 E-002 Go o d 2 G o 1 0 4 - R e x b u r g I D TB D R e x b u r g I D 8 3 4 4 0 22007 LIGHTING COMPLIANCE ALLEN HALVERSEN -PE 10/11/23 ALLEN HALVERSEN -PE 10/11/23 10/11/2023 2 1 3 D C B ADCBAA-2 3 2 1 PD1 PD1 PD1 PD1 PD1 PD1 PD1 PD1 PD1 PD1 PD1 PD1 PD1 PD1 PD1 PD1 PD1 PD1 PD1 PD1 PD1 PD1 PD1 PD1 PD2 PD2 PD2 PD2 PD2 PA1 PA1 PA1E PA1 PA1PA1PA1 PA1PA1 PA1EPA1PA1E PA1E PA1 PA1 PA1PA1 PA1 PA1PA1 PA1 PA1E RA1 RA1ERA1E RA1 RA1 RA1 RA1RA1 RA1 RA1 RA1RA1 RA1 RA1E RA1RA1 RA1E RA1 RA1RA1 RA1 RA1 RA1RA1 RA1 RA1 RA1RA1 RA1 RA1 RA1 RA1 RA1 RA1 RA1 RA1 RA1 RA1 RA1 PE1 PE1 PE1 FC1 FC1 FC1E FC1EFC1 FC1EFC1FC1 FC1 FC1 FC1E PA1 PA1 FB1 FB1E FB1 FB1 FB1 FB1E FB1 FB1 FB1 RA1 RA1 RA1 RA1 RA1 PC3 PC2 PC1 PA1 PA1 X3E X3EX3EX3E X1EX1E X4 X4 X4X4X4X4X1E X1E X2 X2 X2 X2 X2 X2X2X2X2X2X2 X2E X2 X2 1 2 3 4 5 6 7 9 CC -18 PA1 PA1 CC -7 8 CC -38 FC1 3 OS 3 OR 3CC -5 CC -9 +180 +180 +180 +180 +180 +180 +180 +180 +180 CC -13 8 E PP 5 55 5 5 7 +180+180+180 +160+160 +180+180+160+160+180 +180 +180 +180 +180 +180 1010 N 7 7 +84 +84+84 EE PROJECT NO. TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . ID D A T E D E S C R I P T I O N CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 MUSGROVE ENGINEERING 645 W. 25TH STREET IDAHO FALLS, ID 83402 PHONE: (208) 384-0585 MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 MECHANICAL / PLUMBING STRUCTURAL ELECTRICAL CIVIL 23-211 E-100 Go o d 2 G o 1 0 4 - R e x b u r g I D TB D R e x b u r g I D 8 3 4 4 0 22007 FIRST FLOOR LIGHTING PLAN 1/8" = 1'-0"1 FIRST FLOOR LIGHTING PLAN KEYED NOTES: SYMBOL USED FOR CALLOUT# 1. VERIFY EXACT LOCATION OF J-BOX FOR BACK-LIT SIGN PRIOR TO INSTALLATION. 2. CONNECT TO EXHAUST FAN. SEE MECHANICAL POWER PLAN ON SHEET E200. 3. WALL MOUNTED OCCUPANCY SENSOR SINGLE TECHNOLOGY. VERIFY FINISH WITH ARCHITECT. 4. LIGHTING CONTROL OVERRIDE SWITCH. SEE LIGHTING CONTROL PANEL DETAIL DRAWING E-700. 5. CEILING MOUNTED OCCUPANCY SENSOR LOW VOLTAGE, DUAL TECHNOLOGY, SMALL MOTION. CONNECT TO POWER PACK AND OTHER CEILING MOUNTED OCCUPANCY SENSORS WITH LOW VOLTAGE CABLE. 6. OCCUPANCY SENSOR POWER PACK CONNECT BEFORE MANUAL SWITCH INSTALL LOW VOLTAGE CABLE TO OCCUPANCY SENSORS IN THIS ROOM. 7. INSTALL REMOTE BATTERY PACK INSIDE ROOM ABOVE VESTIBULE. 8. ROUTE LIGHTING BRANCH CIRCUIT THROUGH LIGHTING CONTROL PANEL. SEE DRAWING E-700. 9. CONNECT TO RECEPTACLE POWER IN ROOM. 10. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL A FIXTURE COMPATIBLE EMERGENCY BATTERY FOR NOTED FIXTURE TO PROVIDE EGRESS LIGHTING. 10/11/2023 JJJ J JJ TOTO J J J TO TO TV TV J J J J 2 1 3 D C B ADCBAA-2 3 2 1 +48 +48+48 1919 17 'CG' 'MCA' 'CB''CC''CD' 19 WP GFI WP GFI TTB 'LCP' 1212 12 12 12 12 12 12 12 12WP GFI WP GFI WP GFI WP WP GFI WP GFI 4 4 4 4 8 8 8 CD -18,20 3/4"-3#10, 1#10G CD -12 CD -10 CD -22 8 8 CD -24 CD -4 CD -2 CC -35 CD -1 CC -2 CC -4 CC -6 CC -8 CC -10 CC -12 6 CC -14 6 CC -28 CC -21 ATM CC -37 CC -24CIRCULATION FREEZER JAN WOMENS MENS BEER BEER CAVE PACKAGED BEV ELEC FUTURE TENANT P.O.S. C-STORE FUTURE TENANT CC -20 CC -22 CC -16 CC -18 OFFICE KITCHEN CB -41 CB -39 CB -37 CB -35 CC -32 CC -30 T T 18 CB -23,25 CB -19,21 +62 +62 CC -26 T T 15 16 CB -15,17 CB -11,13 3/4"-2#8, 1#10G 3/4"-2#8, 1#10G T T CB -10,12 CB -14,16 3/4"-2#8, 1#10G 3/4"-2#8, 1#10G 15 CB -26 CB -24 CB -18 CB -28 CB -20 CB -22 16 3/4"-2#8, 1#10G CB -1 CB -5 +96 +96CB -3 CB -7 CD -26 CD -28 RP CB -32,34 CB -6 CB -9 CB -33 CB -36,38 CB -8 CB -40,42 7 7 13 CB -2 CB -4 5 14 CC -23 CC -25 CC -27 CC -29 CC -31 CC -33 CD -6 11 CD -8 9 SW I T C H G E A R 3 3 3 2 1 'MSA' 'MRA' 4 4 4 CD -16 CD -14 N +42 GFI +42 GFI +42 GFI CC -34,36 +42 GFI 3/4"-2#10, 1#10G +42 GFI +42 GFI +42 GFI +42 GFI 14 14 14 14 14 +60 GFI GFI +42 GFI 14 +42 GFI 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 GFI 10 10 1919 20 20 20 WP GFI 12 21 12 21 12 21 21 PROJECT NO. TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . ID D A T E D E S C R I P T I O N CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 MUSGROVE ENGINEERING 645 W. 25TH STREET IDAHO FALLS, ID 83402 PHONE: (208) 384-0585 MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 MECHANICAL / PLUMBING STRUCTURAL ELECTRICAL CIVIL 23-211 E-200 Go o d 2 G o 1 0 4 - R e x b u r g I D TB D R e x b u r g I D 8 3 4 4 0 22007 FIRST FLOOR POWER PLAN 1/8" = 1'-0"1 FIRST FLOOR POWER PLAN KEYED NOTES: SYMBOL USED FOR CALLOUT# 1. PROVIDE AND INSTALL A 3/4" CONDUIT WITH TWO (2) #12 AWG FROM EMERGENCY SHUT-DOWN #3 TO EMERGENCY SHUT-DOWN #4 (OVERALL ALARM). 2. POS COUNTER EMERGENCY SHUT-OFF STATION. PROVIDE AND INSTALL AN EMERGENCY FUEL SHUT-DOWN SWITCH AT 48" A.F.F. CONNECT STATION TO THE DISPENSER EMERGENCY SHUTDOWN SYSTEM. 3. PROVIDE AND INSTALL A 3/4" CONDUIT WITH TWO (2) #12 AWG CONNECTING ALL EMERGENCY FUEL SHUT-DOWN BUTTONS TO FUEL CONTROL PANEL. 4. PRIOR TO INSTALLATION OF COOLER EQUIPMENT CONFIRM ELECTRICAL REQUIREMENTS. PROVIDE AND INSTALL POWER FOR LINE VOLTAGE THERMOSTATS AND SOLENOID VALVES. VERIFY DEVICE LOCATIONS WITH REFIRGERATION CONTRACTOR. CONDUIT PENETRATIONS IN COOLER TO BE SEALED PER NEC. 5. SEE SHEET E602 FOR CEILING MOUNTED DROP CORD DETAIL. 6. SEE SHEET E602 FOR RECESSED ENTERTAINMENT BOX ROUGH-IN DETAIL. VERIFY EXACT HEIGHT WITH OWNER PRIOR TO INSTALLATION. 7. NEMA L6-20R RECEPTACLE. 8. 3/4"C TO ASSOCIATED COOLER ON ROOF FOR CONTROLS. 9. PROVIDE AND INSTALL RECEPTACLE FOR AIR COMPRESSOR LOCATED ABOVE WALK-IN COOLER, INSTALL RECEPTACLE 6" ABOVE COOLER. 10. <varies> 11. IRRIGATION CONTROLLER, SEE ARCHITECTURAL DRAWINGS FOR MORE INFORMATION. 12. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL HEAVY DUTY METAL IN-USE RATED COVER. 13. PROPANE TANK CASE. 14. GROUND FAULT INTERRUPTING CIRCUIT BREAKER INSTALLED IN PANEL. REFER TO PANEL SCHEDULES. 15. BOOST TRANSFORMER PROVIDED WITH DISPENSING UNIT. 16. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL NEMA L6-30R RECEPTACLE. VERIFY RECEPTACLE TYPE WITH EQUIPMENT DOCUMENTATION PRIOR TO INSTALLATION. 17. RESERVED SPACE FOR VEEDER-ROOT FUEL MANAGEMENT SYSTEM. SEE SHEET E-401 FOR GAS EQUIPMENT ELEVATION. 18. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL A 208V-240V BOOST TRANSFORMER FOR NOTED EQUIPMENT. 19. RECEPTACLE TO BE PROTECTED BY GFI BREAKER. PROVIDE AND INSTALL "GFCI PROTECTED OUTLET" STICKER ON RECEPTACLE FACEPLATE. 20. SEE SHEET E-600 FOR FLOOR BOX ROUGH-IN DETAIL. 21. RECEPTACLE TO BE INSTALLED INTO EXTERIOR WALL WITH A CONDUIT STUBBED INTO BUILDING FOR FUTURE POWER. 10/11/2023 J J T T T T D C B A A-2 3 2 1 2 3 4 1 CD -34 CC -39 +60 GFI EH 1 CD -30,32 CD -5,7 30/2-1 3/4"-2#10, 1#10G 1 1 SMOKE DAMPER 1 N PROJECT NO. TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . ID D A T E D E S C R I P T I O N CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 MUSGROVE ENGINEERING 645 W. 25TH STREET IDAHO FALLS, ID 83402 PHONE: (208) 384-0585 MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 MECHANICAL / PLUMBING STRUCTURAL ELECTRICAL CIVIL 23-211 E-300 Go o d 2 G o 1 0 4 - R e x b u r g I D TB D R e x b u r g I D 8 3 4 4 0 22007 FIRST FLOOR MECHANICAL POWER PLAN 1/8" = 1'-0"1 FIRST FLOOR MECHANICAL POWER PLAN KEYED NOTES: SYMBOL USED FOR CALLOUT# 1. 3/4"C TO THERMOSTAT. CONTROL CONDUCTORS BY MECHANICAL CONTRACTOR. SEE SHEET E-601 FOR THERMOSTAT ROUGH IN DETAIL. 2. CONNECT EXHAUST FAN TO LIGHTING CIRCUIT. 3. CONNECT WATER HEATER AND ALL ASSOCIATED DEVICES AND EQUIPMENT. 4. EXHAUST FAN TO BE POWERED BY ROOM LIGHTING CIRCUIT AND CONTROLLED BY A HEAT RISE THERMOSTAT. SEE MECHANICAL DRAWINGS FOR MORE INFORMATION.10/11/2023 J J T TO TO MCA -32,34,36 CD -35,37 MCA -26,28,30 MCA -31,33,35 MCA -25,27,29 MCA -19,21,23 3-30-3R W/5A FUSES 3-30-3R W/25A FUSES 3/4"C 4#10, 1#10 G MCA -1,3,5 MCA -7,9,11 3-60-3R W/50A FUSES 3-30-3R W/14A FUSES 3/4"C 4#12, 1#12 G 3/4"C 4#8, 1#10 G MCA -13,15,17 3-30-3R W/5A FUSES 3-30-3R W/25A FUSES 3/4"C 4#10, 1#10 G EF 2 RTU 2 RTU 1 RTU 3 EF 1 1 23 4 5 6 7 WP GFI 7 WP GFI WP GFI 3 3 5 5 5 CB -29 CB -27 1 1 2 2 CD -3 7 N RTU 4 MSA -43,45,47 MSA -49,51,53 3-60-3R W/45A FUSES 3-30-3R W/8A FUSES 3/4"C 4#12, 1#12 G 3/4"C 4#8, 1#10 G 1 2 7 MSA -54 WP GFI 3/4"C 4#10, 1#10 G 3/4"C 4#10, 1#10 G 3-60-3R W/50A FUSES 3-60-3R W/50A FUSES 3-60-3R W/50A FUSES 3/4"C 3#8, 1#10 G 3/4"C 3#8, 1#10 G 3/4"C 3#8, 1#10 G 3/4"C 3#8, 1#10 G 8 8 8 8 3-60-3R W/50A FUSES PROJECT NO. TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . ID D A T E D E S C R I P T I O N CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 MUSGROVE ENGINEERING 645 W. 25TH STREET IDAHO FALLS, ID 83402 PHONE: (208) 384-0585 MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 MECHANICAL / PLUMBING STRUCTURAL ELECTRICAL CIVIL 23-211 E-301 Go o d 2 G o 1 0 4 - R e x b u r g I D TB D R e x b u r g I D 8 3 4 4 0 22007 ROOF ELECTRICAL PLAN 1/8" = 1'-0"1 ROOF ELECTRICAL PLAN KEYED NOTES: SYMBOL USED FOR CALLOUT# 1. ELECTRICAL CONTRACTOR TO COORDINATE DISCONNECT AND MECHANICAL EQUIPMENT LOCATION WITH MECHANICAL CONTRACTOR TO MAINTAIN ALL REQUIRED CLEARANCES. 2. CONNECTION FOR POWERED EXHAUST UNIT. COORDINATE LOCATION AND ROUTING OF CONDUIT WITH MECHANICAL CONTRACTOR. 3. MOUNT RECEPTACLE ON RIGID CONDUIT 12" ABOVE ROOF DECK OR ON MECHANICAL UNIT WHERE APPLICABLE. 4. CONTROLLED BY KITCHEN LIGHTING CIRCUIT ON FIRST FLOOR. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL A CONTROL RELAY. 5. 3/4"C TO COOLER EVAPORATOR BELOW FOR CONTROLS. 6. CONTROLLED BY LIGHTING CIRCUIT IN RESTROOMS. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL A CONTROL RELAY. 7. 3/4"C FROM RTU TO ASSOCIATED THERMOSTAT FOR CONTROLS. 8. ELECTRICAL CONTRACTOR TO FIELD VERIFY FUSE SIZES FOR CONDENSING UNITS. 10/11/2023 TV TV 2 1 3 D C B ADCBAA-2 3 2 1 JJ J J J J J JJ J J J J J J J J J J 4 5 1 J 1 J 1 1 1 1 3 J 11 1 1 J 22 3 33333 JJ 22 1 3 3 9 9 1 1 3 1 1 1 J J J J 66 6 6 7 C C C C 8 8 7J 1 1 CD -9 CD -11 CD -13 CD -15 1 1 3 N 7 PROJECT NO. TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . ID D A T E D E S C R I P T I O N CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 MUSGROVE ENGINEERING 645 W. 25TH STREET IDAHO FALLS, ID 83402 PHONE: (208) 384-0585 MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 MECHANICAL / PLUMBING STRUCTURAL ELECTRICAL CIVIL 23-211 E-400 Go o d 2 G o 1 0 4 - R e x b u r g I D TB D R e x b u r g I D 8 3 4 4 0 22007 FIRST FLOOR SPECIAL SYSTEMS PLAN 1/8" = 1'-0"1 FIRST FLOOR SPECIAL SYSTEMS PLAN KEYED NOTES: SYMBOL USED FOR CALLOUT# 1. PROVIDE AND INSTALL JUNCTION BOX AND 1" C WITH PULL STRING TO TELEPHONE BACKBOARD FOR SECURITY CAMERA. CONFIRM TYPE, STYLE, AND LOCATIONS OF ALL SECURITY EQUIPMENT WITH EQUIPMENT SUPPLIER AND OWNER. OWNER SHALL PROVIDE SECURITY CABLE FOR ELECTRICAL CONTRACTOR TO INSTALL. SECURITY EQUIPMENT WILL BE PROVIDED AND INSTALLED BY OWNER. 2. PROVIDE AND INSTALL JUNCTION BOX AND 3/4"C WITH PULLSTRING TO TELEPHONE BACKBOARD FOR SOUND SYSTEM. CONFIRM TYPE, STYLE, AND LOCATIONS OF ALL MUSIC EQUIPMENT WITH EQUIPMENT SUPPLIER AND OWNER. OWNER SHALL PROVIDE SPEAKER CABLE FOR ELECTRICAL CONTRACTOR TO INSTALL. SOUND EQUIPMENT WILL BE PROVIDED AND INSTALLED BY OWNER. 3. PROVIDE AND INSTALL 1"C WITH 2-CAT6 CABLES BACK TO TELEPHONE BACKBOARD. VERIFY DEVICE HEIGHT PRIOR TO INSTALLATION. 4. TELEPHONE TERMINAL BOARD. SEE DETAIL DRAWING E-601. 5. DATA RACK LOCATION. 6. INTERIOR CEILING MOUNT SPEAKER ROUGH-IN LOCATION. 7. 3/4"C FROM SPEAKER ROUGH-IN TO TELEPHONE BACKBOARD. 8. EXTERIOR WALL MOUNT SPEAKER ROUGH-IN LOCATION. VERIFY SPEAKER HEIGHT AND LOCATION WITH ARCHITECTURAL DRAWINGS PRIOR TO INSTALLATION. 9. SEE SHEET E602 FOR RECESSED ENTERTAINMENT BOX ROUGH-IN DETAIL. 10/11/2023 A. CONDUIT, CONDUCTORS AND AIC CALCULATIONS FOR ALL SERVICE, PANEL AND EQUIPMENT FEEDERS INDICATED ON THE ONE-LINE HAVE BEEN SIZED BASED ON COPPER. THE CONTRACTOR MAY USE COMPRESSED ALUMINUM CONDUCTORS FOR THESE FEEDERS PROVIDING THE CONDUIT, CONDUCTOR SIZES AND AIC CALCULATIONS ARE ADJUSTED AS REQUIRED TO MEET ALL NATIONAL ELECTRICAL CODE REQUIREMENTS. B. FURNISH AND INSTALL ENGRAVED LABEL ON THE FRONT OF THE MAIN SERVICE EQUIPMENT NOTING THE AVAILABLE FAULT CURRENT VALUE SHOWN. 1. COORDINATE EXACT REQUIREMENTS WITH UTILITY COMPANY PRIOR TO BEGINNING WORK. 2. FURNISH AND INSTALL CONCRETE PAD FOR UTILITY TRANSFORMER PER UTILITY COMPANY'S REQUIREMENTS. 3. ELECTRICAL CONTRACTOR SHALL INSTALL CONDUCTORS EMERGENCY STOP BUTTONS AND TERMINATIONS FOR EMERGENCY STOP COORDINATE REQUIREMENTS WITH FUEL SYSTEM SUPPLIER GENERAL NOTES: 208Y/120, 3Ø, 4W, 800 AMP, MLO, 65K AIC SERVICE ENTRANCE RATED PAD MOUNT TRANSFORMER BY ROCKY MOUNTAIN POWER SYMBOL USED FOR NOTE CALLOUT. KEYED NOTES: 59,482 CONCRETE PAD BY ELECTRICAL CONTRACTOR # 2 MAXIMUM SYMMETRICAL RMS FAULT CURRENT BASED ON 300 KVA TRANSFORMER (TYPICAL OF SYMBOL) PANEL 'CB' 31,252 SHUNT PANEL 'CG' 2- 1 / 2 " - 4 # 3 / 0 , 1 # 6 G M (3 ) 3 " C E A C H W I T H 4# 3 0 0 K C M I L AN D 1 # 1 / 0 G (2) 2"C EACH WITH 4#3/0 KCMIL AND 1#3G SEE GROUNDING DETAIL ON THIS DRAWING 54,442 (4) 4"C EACH WITH 4#350 KCMIL 34,473 31,741 METERED SWITCHBOARD CASHIER FRONT RESTURANT ESTOP ESTOP 1 1 PANEL 'CC' 30,126 208V 1200 AMP 3ø 2- 1 / 2 " - 4 # 4 / 0 , 1 # 4 G PANEL 'CD' 29,078 FRONT C-STORE ESTOP FRONT CANOPY ESTOP 3 3 3 FRONT CANOPY ESTOP 3 3 2- 1 / 2 " - 4 # 3 / 0 , 1 # 6 G 2- 1 / 2 " - 4 # 3 / 0 , 1 # 6 G PARKING LOT ESTOP 3 1 4" UNDERGROUND PRIMARY CONDUIT FROM TRANSFORMER TO UTILITY CONNECTION POINT BY CONTRACTOR AND CONDUCTORS BY ROCKY MOUNTAIN POWER ELECTRICAL CONTRACTOR SHALL PROVIDE PROVIDE FIBER GLASS LONG SWEEP ELBOWS AT ALL ELBOWS AS REQUIRED BY ROCKY MOUNTAIN POWER COORDINATE WITH UTILITY FOR REQUIREMENTS 208Y/120, 3Ø, 4W, 400 AMP, MLO, 22K AIC SERVICE ENTRANCE RATED 15,817 (2) 2"C EACH WITH 4#3/0 KCMIL AND 1#3G 32,972 N G 800 AMP CLASS J 400 AMP CLASS J 400 AMP CLASS J 4. NOTED PANEL TO BE PROTECTED BY BREAKER SERIES RATING. 4 4 4 4 4 PANEL 'MCA' 4 PANEL 'MSA' 208Y/120, 3Ø, 4W, 400 AMP, MLO, 65K AIC SERVICE ENTRANCE RATED 4 PANEL 'MSA' M 1 M 1 1 1 1. UFER GROUND TO BE 20' OF #3/0 AWG COPPER OR 1/2" MINIMUM DIAMETER STEEL REINFORCING BAR PER 250.52. DETAIL KEYED NOTES: 4" 3/ 4 " - 1 # 3 / 0 G T O M P B TO W A T E R P I P I N G TO T E L E P H O N E 1/ 2 " - 1 # 6 G WALL BRACKET TO B U I L D I N G S T E E L 3/ 4 " - 1 # 3 / 0 G 12" 3/ 4 " - 1 # 3 / 0 G TE R M I N A L B O A R D GROUNDING BUSHING TYPICAL UNO 20' UFER (3)8'x5/8" ROD ELECTRODES NEWTON WALL-MOUNT GROUND BAR OR EQUIVALENT UFER GROUND #3/0 COPPER FINISHED FLOOR #6 BARE COPPER AS A P P L I C A B L E A. ALL CONDUCTORS SHALL BE IN EMT CONDUIT UNLESS NOTED OTHERWISE. ALL CONDUIT SHALL HAVE A GROUNDING BUSHING AT EACH END. B. ALL CONNECTIONS SHALL BE EXOTHERMIC WELD, LISTED PRESSURE CONNECTORS, LISTED CLAMPS OR OTHER LISTED MEANS. C. PROVIDE BONDING OF GAS PIPING PER NEC 250.104(B)(1). DETAIL GENERAL NOTES: SYMBOL USED FOR NOTE CALLOUT. TO E A C H D R Y T R A N S F O R M E R 3/ 4 " - 1 # 3 / 0 G AS A P P L I C A B L E 25 0 . 6 6 FU L L S I Z E 25 0 . 6 6 FU L L S I Z E AL W A Y S #6 C U AL W A Y S 3 / 0 25 0 . 1 0 4 AL W A Y S 3 / 0 25 0 . 1 0 4 250.66 FULL SIZE PROJECT NO. TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . ID D A T E D E S C R I P T I O N CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 MUSGROVE ENGINEERING 645 W. 25TH STREET IDAHO FALLS, ID 83402 PHONE: (208) 384-0585 MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 MECHANICAL / PLUMBING STRUCTURAL ELECTRICAL CIVIL 23-211 E-500 Go o d 2 G o 1 0 4 - R e x b u r g I D TB D R e x b u r g I D 8 3 4 4 0 22007 SINGLE-LINE DIAGRAM NTS1SINGLE-LINE DIAGRAM 1" = 1'-0"2 GROUNDING DETAIL 10/11/2023 PROJECT NO. TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . ID D A T E D E S C R I P T I O N CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 MUSGROVE ENGINEERING 645 W. 25TH STREET IDAHO FALLS, ID 83402 PHONE: (208) 384-0585 MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 MECHANICAL / PLUMBING STRUCTURAL ELECTRICAL CIVIL 23-211 E-501 Go o d 2 G o 1 0 4 - R e x b u r g I D TB D R e x b u r g I D 8 3 4 4 0 22007 PANEL SCHEDULES PANEL MCA PROTECTING SUB PANELS WITH BREAKER SERIES RATING. ELECTRICAL CONTRACTOR TO PROVIDE SERIES RATING STICKERS PER NEC 110.22(c). REMARKS: Total Amps:465 A 448 A 449 A Total Load:55727 VA 53747 VA 53860 VA 53 -- -- -- -- 0 VA 0 VA -- -- -- -- 54 51 -- -- -- -- 0 VA 0 VA -- -- -- -- 52 49 Spare 100 A 3 0 VA 0 VA 3 40 A Spare 50 47 -- -- -- -- 0 VA 0 VA -- -- -- -- 48 45 -- -- -- -- 0 VA 0 VA -- -- -- -- 46 43 Spare 200 A 3 0 VA 0 VA 3 50 A Spare 44 41 -- -- -- -- 0 VA 0 VA -- -- -- -- 42 39 -- -- -- -- 0 VA 0 VA -- -- -- -- 40 37 Spare 200 A 3 0 VA 0 VA 3 60 A Spare 38 35 -- -- -- -- 0 VA 0 VA -- -- -- -- 36 33 -- -- -- -- 0 VA 0 VA -- -- -- -- 34 31 CONDENSING UNIT 50 A 3 0 VA 0 VA 3 50 A CONDENSING UNIT 32 29 -- -- -- -- 0 VA 0 VA -- -- -- -- 30 27 -- -- -- -- 0 VA 0 VA -- -- -- -- 28 25 CONDENSING UNIT 50 A 3 0 VA 0 VA 3 50 A CONDENSING UNIT 26 23 -- -- -- -- 2510 VA 4211 VA -- -- -- -- 24 21 -- -- -- -- 2510 VA 8876 VA -- -- -- -- 22 19 RTU-3 30 A 3 2510 VA 7245 VA 3 200 A 1 PANEL 'CG' 20 17 -- -- -- -- 2510 VA 13344 VA -- -- -- -- 18 15 -- -- -- -- 2510 VA 10679 VA -- -- -- -- 16 13 RTU-2 30 A 3 2510 VA 13787 VA 3 200 A PANEL 'CD' 14 11 -- -- -- -- 1729 VA 8965 VA -- -- -- -- 12 9 -- -- -- -- 1729 VA 7704 VA -- -- -- -- 10 7 RTU-1 POWER EXHAUST 20 A 3 1729 VA 8231 VA 3 200 A PANEL 'CC' 8 5 -- -- -- -- 4683 VA 15908 VA -- -- -- -- 6 3 -- -- -- -- 4683 VA 15056 VA -- -- -- -- 4 1 RTU-1 50 A 3 4683 VA 15036 VA 3 200 A PANEL 'CB' 2 CKT Circuit Description CKT Note Trip Poles A B C Poles Trip CKT Note Circuit Description CKT 1) SHUNT TRIP BREAKER Notes: Enclosure:Type 1 Mounting:Surface Wires:4 Mains Rating:800 A Supply From: Phases:3 Mains Type:MLO Location:P15 Volts:120/208 Wye A.I.C. Rating:65kA Branch Panel: MCA Legend: Total Amps:53 A 53 A 55 A Total Load:6413 VA 6413 VA 6593 VA 53 -- -- -- -- 1729 VA 180 VA 1 20 A REC - ROOFTOP 54 51 -- -- -- -- 1729 VA 0 VA 1 20 A Spare 52 49 RTU-4 POWER EXHAUST 20 A 3 1729 VA 0 VA 1 20 A Spare 50 47 -- -- -- -- 4683 VA 0 VA 1 20 A Spare 48 45 -- -- -- -- 4683 VA 0 VA 1 20 A Spare 46 43 RTU-4 45 A 3 4683 VA 0 VA 1 20 A Spare 44 41 -- -- -- -- 0 VA 0 VA 1 20 A Spare 42 39 -- -- -- -- 0 VA 0 VA 1 20 A Spare 40 37 Spare 60 A 3 0 VA 0 VA 1 20 A Spare 38 35 -- -- -- -- 0 VA 0 VA 1 20 A Spare 36 33 -- -- -- -- 0 VA 0 VA 1 20 A Spare 34 31 Spare 60 A 3 0 VA 0 VA 1 20 A Spare 32 29 -- -- -- -- 0 VA 0 VA 1 20 A Spare 30 27 -- -- -- -- 0 VA 0 VA 1 20 A Spare 28 25 Spare 80 A 3 0 VA 0 VA 1 20 A Spare 26 23 -- -- -- -- 0 VA 0 VA 1 20 A Spare 24 21 -- -- -- -- 0 VA 0 VA 1 20 A Spare 22 19 Spare 100 A 3 0 VA 0 VA 1 20 A Spare 20 17 -- -- -- -- 0 VA 0 VA 1 20 A Spare 18 15 -- -- -- -- 0 VA 0 VA 1 20 A Spare 16 13 Spare 1 100 A 3 0 VA 0 VA 1 20 A Spare 14 11 -- -- -- -- 0 VA 0 VA 1 20 A Spare 12 9 -- -- -- -- 0 VA 0 VA 1 20 A Spare 10 7 Spare 200 A 3 0 VA 0 VA 1 20 A Spare 8 5 -- -- -- -- 0 VA 0 VA 1 20 A Spare 6 3 -- -- -- -- 0 VA 0 VA 1 20 A Spare 4 1 Spare 200 A 3 0 VA 0 VA 1 20 A Spare 2 CKT Circuit Description CKT Note Trip Poles A B C Poles Trip CKT Note Circuit Description CKT 1) SHUNT TRIP BREAKER Notes: Enclosure:Type 1 MCB Rating:NA Mounting:Surface Wires:4 Mains Rating:400 A Supply From: Phases:3 Mains Type:MLO Location:P20 Volts:120/208 Wye A.I.C. Rating:22kA Branch Panel: MSA Legend: Total Amps:0 A 0 A 0 A Total Load:0 VA 0 VA 0 VA 53 -- -- -- -- 0 VA 0 VA -- -- -- -- 54 51 -- -- -- -- 0 VA 0 VA -- -- -- -- 52 49 Spare 40 A 3 0 VA 0 VA 3 30 A Spare 50 47 -- -- -- -- 0 VA 0 VA -- -- -- -- 48 45 -- -- -- -- 0 VA 0 VA -- -- -- -- 46 43 Spare 50 A 3 0 VA 0 VA 3 20 A Spare 44 41 -- -- -- -- 0 VA 0 VA -- -- -- -- 42 39 -- -- -- -- 0 VA 0 VA 2 20 A Spare 40 37 Spare 60 A 3 0 VA 0 VA 1 20 A Spare 38 35 -- -- -- -- 0 VA 0 VA 1 20 A Spare 36 33 -- -- -- -- 0 VA 0 VA 1 20 A Spare 34 31 Spare 60 A 3 0 VA 0 VA 1 20 A Spare 32 29 -- -- -- -- 0 VA 0 VA 1 20 A Spare 30 27 -- -- -- -- 0 VA 0 VA 1 20 A Spare 28 25 Spare 80 A 3 0 VA 0 VA 1 20 A Spare 26 23 -- -- -- -- 0 VA 0 VA 1 20 A Spare 24 21 -- -- -- -- 0 VA 0 VA 1 20 A Spare 22 19 Spare 100 A 3 0 VA 0 VA 1 20 A Spare 20 17 -- -- -- -- 0 VA 0 VA 1 20 A Spare 18 15 -- -- -- -- 0 VA 0 VA 1 20 A Spare 16 13 Spare 1 100 A 3 0 VA 0 VA 1 20 A Spare 14 11 -- -- -- -- 0 VA 0 VA 1 20 A Spare 12 9 -- -- -- -- 0 VA 0 VA 1 20 A Spare 10 7 Spare 200 A 3 0 VA 0 VA 1 20 A Spare 8 5 -- -- -- -- 0 VA 0 VA 1 20 A Spare 6 3 -- -- -- -- 0 VA 0 VA 1 20 A Spare 4 1 Spare 200 A 3 0 VA 0 VA 1 20 A Spare 2 CKT Circuit Description CKT Note Trip Poles A B C Poles Trip CKT Note Circuit Description CKT 1) SHUNT TRIP BREAKER Notes: Enclosure:Type 1 MCB Rating:NA Mounting:Surface Wires:4 Mains Rating:400 A Supply From: Phases:3 Mains Type:MLO Location:P21 Volts:120/208 Wye A.I.C. Rating:65kA Branch Panel: MRA MAIN SWITCHGEAR MAIN SWITCHGEAR MAIN SWITCHGEAR 10/11/2023 PROJECT NO. TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . ID D A T E D E S C R I P T I O N CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 MUSGROVE ENGINEERING 645 W. 25TH STREET IDAHO FALLS, ID 83402 PHONE: (208) 384-0585 MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 MECHANICAL / PLUMBING STRUCTURAL ELECTRICAL CIVIL 23-211 E-502 Go o d 2 G o 1 0 4 - R e x b u r g I D TB D R e x b u r g I D 8 3 4 4 0 22007 PANEL SCHEDULES PANEL PROTECTED BY MCA PANEL AND BREAKER SERIES RATING. ELECTRICAL CONTRACTOR TO PROVIDE SERIES RATING STICKERS PER NEC 110.22(C). REMARKS: Total Amps:125 A 125 A 133 A Total Load:15036 VA 15056 VA 15908 VA 41 REC - KITCHEN WALL 20 A 1 0 VA 1664 VA -- -- -- -- 42 39 REC - KITCHEN WALL 20 A 1 0 VA 1664 VA 2 20 A 1 BEAN 2 CUP 40 37 REC - KITCHEN WALL 20 A 1 0 VA 1664 VA -- -- -- -- 38 35 REC - KITCHEN WALL 20 A 1 0 VA 1664 VA 2 20 A 1 BEAN 2 CUP 36 33 REC - KITCHEN WALL 20 A 1 180 VA 416 VA -- -- -- -- 34 31 Spare 20 A 1 0 VA 416 VA 2 20 A 1 BULK ICE MAKER/BAGGER 32 29 EXHAUST FAN EF-2 20 A 1 360 VA 0 VA 1 20 A Spare 30 27 EXHAUST FAN EF-1 20 A 1 696 VA 360 VA 1 20 A 1 REC - ISLAND COUNTER 28 25 -- -- -- -- 832 VA 180 VA 1 20 A 1 REC - ISLAND COUNTER 26 23 SOFT SERVE DISPENSER 1 15 A 2 832 VA 180 VA 1 20 A 1 REC - ISLAND COUNTER 24 21 -- -- -- -- 832 VA 1800 VA 1 20 A 1 REC - GRAB V GO HOT 22 19 SOFT SERVE DISPENSER 1 15 A 2 832 VA 1680 VA 1 20 A 1 REC - MICROWAVE 20 17 -- -- -- -- 2496 VA 1200 VA 1 20 A 1 REC - HOT ROLLER GRILL 18 15 FIZZY ICE 1 40 A 2 2496 VA 2496 VA -- -- -- -- 16 13 -- -- -- -- 2496 VA 2496 VA 2 40 A 1 FRAZIL 2 HEAD 14 11 FIZZY ICE 1 40 A 2 2496 VA 2496 VA -- -- -- -- 12 9 REC - SINK/DONUT CASE 20 A 1 180 VA 2496 VA 2 40 A 1 FRAZIL 2 HEAD 10 7 REC - FOUNTAIN DRINKS DB2 1 20 A 1 1200 VA 1800 VA 1 20 A 1 REC - CAPPUCCINO MACHINE 8 5 REC - FOUNTAIN DRINKS DB2 1 20 A 1 1200 VA 1320 VA 1 20 A 1 REC - REACH-IN FREEZER 6 3 REC - FOUNTAIN DRINKS DB1 1 20 A 1 1080 VA 360 VA 1 20 A 1 REC - KITCHEN WORK TABLE 4 1 REC - FOUNTAIN DRINKS DB1 1 20 A 1 1080 VA 360 VA 1 20 A 1 REC - KITCHEN WORK TABLE 2 CKT Circuit Description CKT Note Trip Poles A B C Poles Trip CKT Note Circuit Description CKT 1. GFCI BREAKER FOR PERSONNAL PROTECTION (5ma) Notes: Enclosure:Type 1 Mounting:Surface Wires:4 Mains Rating:225 A Supply From:MCA Phases:3 Mains Type:MLO Location:P14 Volts:120/208 Wye A.I.C. Rating:22kA Branch Panel: CB PANEL PROTECTED BY MCA PANEL AND BREAKER SERIES RATING. ELECTRICAL CONTRACTOR TO PROVIDE SERIES RATING STICKERS PER NEC 110.22(C). REMARKS: Total Amps:69 A 64 A 75 A Total Load:8231 VA 7704 VA 8965 VA 41 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 42 39 REC - WATER HEATER 20 A 1 500 VA 0 VA 1 20 A Spare 40 37 REC - VEST/CIRC 20 A 1 720 VA 0 VA 1 20 A Spare 38 35 REC - RESTROOMS/JAN 1 20 A 1 540 VA 1664 VA -- -- -- -- 36 33 REC - DELI COLD CASE END CAP 1 20 A 1 1320 VA 1664 VA 2 30 A REC - SPEED OVEN 34 31 REC - DELI COLD CASE END CAP 1 20 A 1 1320 VA 1680 VA 1 20 A 1 REC - MICROWAVE 32 29 REC - DISPLAY COOLERS END CAP 1 20 A 1 1320 VA 530 VA 1 20 A 1 REC - UNDER COUNTER FRIDGE 30 27 REC - DISPLAY COOLERS END CAP 1 20 A 1 1320 VA 1000 VA 1 20 A 1 REC - ICE BAG MERCHANDISER 28 25 REC - DISPLAY COOLERS END CAP 1 20 A 1 1320 VA 360 VA 1 20 A REC - POS MERCHANDISING 26 23 REC - DISPLAY COOLERS END CAP 1 20 A 1 1320 VA 1920 VA 1 20 A REC - ATM 24 21 REC - FRONT EXTERIOR 20 A 1 900 VA 1000 VA 1 20 A REC - DATA RACK OFFICE 22 19 Spare 20 A 1 0 VA 1000 VA 1 20 A REC - DATA RACK OFFICE 20 17 Spare 20 A 1 0 VA 0 VA 1 20 A REC - OFFICE COMPUTER 18 15 Spare 20 A 1 0 VA 0 VA 1 20 A REC - OFFICE PRINTER 16 13 LTS - G2G FRONT ENT SIGNAGE 20 A 1 1000 VA 0 VA 1 20 A REC - SAFE 14 11 LTS - PARKING LOT 20 A 1 1400 VA 0 VA 1 20 A REC - POS SELF CHECKOUT 12 9 LTS - EXTERIOR 20 A 1 0 VA 0 VA 1 20 A REC - POS SELF CHECKOUT 10 7 LTS - C-STORE PENDANTS 20 A 1 150 VA 0 VA 1 20 A REC - POS SELF CHECKOUT 8 5 LTS - RR'S, COOLERS, ELEC,... 20 A 1 285 VA 0 VA 1 20 A REC - POS CHECKOUT 6 3 LTS - C-STORE 20 A 1 0 VA 0 VA 1 20 A REC - POS CHECKOUT 4 1 LTS - C-STORE 20 A 1 720 VA 0 VA 1 20 A REC - LOTTERY/DISPLAY SCREEN 2 CKT Circuit Description CKT Note Trip Poles A B C Poles Trip CKT Note Circuit Description CKT 1. GFCI BREAKER FOR PERSONNAL PROTECTION (5ma) Notes: Enclosure:Type 1 Mounting:Surface Wires:4 Mains Rating:225 A Supply From:MCA Phases:3 Mains Type:MLO Location:P13 Volts:120/208 Wye A.I.C. Rating:22kA Branch Panel: CC PANEL PROTECTED BY MCA PANEL AND BREAKER SERIES RATING. ELECTRICAL CONTRACTOR TO PROVIDE SERIES RATING STICKERS PER NEC 110.22(C). REMARKS: Total Amps:118 A 89 A 115 A Total Load:13787 VA 10679 VA 13344 VA 41 -- -- -- -- 815 VA 528 VA -- -- -- -- 42 39 DEF STATION 20 A 2 815 VA 528 VA 2 20 A SUMP PUMP 40 37 -- -- -- -- 500 VA 528 VA -- -- -- -- 38 35 ROOFTOP DRAIN HEAT TRACE 20 A 2 500 VA 528 VA 2 20 A SUMP PUMP 36 33 TIRE FILLING STATION 20 A 1 1200 VA 100 VA 1 20 A SMOKE DAMPER 34 31 -- -- -- -- 743 VA 1000 VA -- -- -- -- 32 29 SITE LIGHTING 20 A 2 743 VA 1000 VA 2 20 A ELECTRIC HEATER EH-1 30 27 -- -- -- -- 1000 VA 1836 VA 1 20 A 1 REC - PEARL ICE MAKER 28 25 SITE SIGN 20 A 2 1000 VA 1836 VA 1 20 A 1 REC - PEARL ICE MAKER 26 23 -- -- -- -- 1000 VA 630 VA 1 20 A BEER AND FREEZER EVAP FANS 24 21 SITE SIGN 20 A 2 1000 VA 540 VA 1 20 A PACKAGED BEV EVAP FANS 22 19 -- -- -- -- 1000 VA 1950 VA -- -- -- -- 20 17 SITE SIGN 20 A 2 1000 VA 1950 VA 2 30 A BEER CAVE... 18 15 REC - CAMERAS 20 A 1 900 VA 500 VA 1 20 A COOLER DOORS - FREEZER 16 13 REC - CAMERAS 20 A 1 900 VA 1000 VA 1 20 A COOLER DOORS - BEER 14 11 REC - CAMERAS 20 A 1 900 VA 1000 VA 1 20 A COOLER DOORS - BEER CAVE 12 9 REC - CAMERAS 20 A 1 900 VA 1000 VA 1 20 A COOLER DOORS - PACK BEV 10 7 -- -- -- -- 2250 VA 180 VA 1 20 A REC - COOLER AIR COMPRESSOR 8 5 WATER HEATER - KITCHEN 30 A 2 2250 VA 500 VA 1 20 A POWER - IRRIGATION... 6 3 REC - EXTERIOR ROOF RECEPTS 20 A 1 360 VA 0 VA 1 20 A TELEPHONE BACKBOARD 4 1 REC - EXTERIOR BACK 20 A 1 900 VA 0 VA 1 20 A TELEPHONE BACKBOARD 2 CKT Circuit Description CKT Note Trip Poles A B C Poles Trip CKT Note Circuit Description CKT 1. GFCI BREAKER FOR PERSONNAL PROTECTION (5ma) Notes: Enclosure:Type 1 Mounting:Surface Wires:4 Mains Rating:225 A Supply From:MCA Phases:3 Mains Type:MLO Location:P12 Volts:120/208 Wye A.I.C. Rating:22kA Branch Panel: CD PANEL PROTECTED BY MCA PANEL AND BREAKER SERIES RATING. ELECTRICAL CONTRACTOR TO PROVIDE SERIES RATING STICKERS PER NEC 110.22(C). PROVIDED WITH SHUNT TRIP MAIN CB. REMARKS: Total Amps:64 A 78 A 35 A Total Load:7245 VA 8876 VA 4211 VA 41 -- -- -- -- 2496 VA 0 VA 1 20 A Spare 42 39 CANOPY HEAT TRACE 1 30 A 2 2496 VA 0 VA 1 20 A Spare 40 37 OVERALL ALARM 20 A 1 500 VA 0 VA 1 20 A Spare 38 35 OVERALL ALARM 20 A 1 500 VA 0 VA 1 20 A Spare 36 33 CANOPY LIGHTING 20 A 1 1025 VA 0 VA 1 20 A Spare 34 31 CANOPY LIGHTING 20 A 1 1025 VA 0 VA 1 20 A Spare 32 29 CANOPY MSC POWER 20 A 1 120 VA 0 VA 1 20 A Spare 30 27 CANOPY SIGN 20 A 1 1000 VA 0 VA 1 20 A Spare 28 25 CANOPY SIGN 20 A 1 1000 VA 0 VA 1 20 A Spare 26 23 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 24 21 -- -- -- -- 815 VA 0 VA 1 20 A Spare 22 19 TURBINE PUMP 20 A 2 815 VA 365 VA 1 20 A FUEL DISPENSER #10 20 17 Spare 20 A 1 0 VA 365 VA 1 20 A FUEL DISPENSER #9 18 15 -- -- -- -- 815 VA 365 VA 1 20 A FUEL DISPENSER #8 16 13 TURBINE PUMP 20 A 2 815 VA 365 VA 1 20 A FUEL DISPENSER #7 14 11 Spare 20 A 1 0 VA 365 VA 1 20 A FUEL DISPENSER #6 12 9 -- -- -- -- 815 VA 365 VA 1 20 A FUEL DISPENSER #5 10 7 TURBINE PUMP 20 A 2 815 VA 365 VA 1 20 A FUEL DISPENSER #4 8 5 Spare 20 A 1 0 VA 365 VA 1 20 A FUEL DISPENSER #3 6 3 -- -- -- -- 815 VA 365 VA 1 20 A FUEL DISPENSER #2 4 1 TURBINE PUMP 20 A 2 815 VA 365 VA 1 20 A FUEL DISPENSER #1 2 CKT Circuit Description CKT Note Trip Poles A B C Poles Trip CKT Note Circuit Description CKT 1. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL GFCI BREAKER FOR NOTED CIRCUIT. Notes: Enclosure:Type 1 Mounting:Surface Wires:4 Mains Rating:225 A Supply From:MCA Phases:3 Mains Type:MLO Location:P18 Volts:120/208 Wye A.I.C. Rating:22kA Branch Panel: CG 10/11/2023 STUB UP 4"ABOVE CEILING 18" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE 1"C EMT WITH PULLSTRING 5" SQUARE OUTLET BOX WITH SINGLE GANG MUDRING RANDL TB55057 OR EQUAL ACCESSIBLE CEILING x;FINISHED FLOOR SINGLE GANG DEVICE COVER RANDL D-51GO12 OR EQUAL WALL STUD ANTI-SHORT PLASTIC BUSHING ARLINGTON INDUSTRIES EMT100 OR EQUALx; V A R I E S FLOOR PLATE x;TOP PLATE ELECTRICAL CONTRACTOR RESPONSIBLE FOR INSTALLATION OF DATA/TELEPHONE ROUGH-IN TYPICAL DETAIL - ACTUAL INSTALLATION MAY VARY 18" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE 5" SQUARE OUTLET BOX WITH DOUBLE GANG MUDRING FINISHED FLOOR TOP PLATE ELECTRICAL CONTRACTOR RESPONSIBLE FOR INSTALLATION OF DATA/TELEPHONE ROUGH-IN TYPICAL DETAIL - ACTUAL INSTALLATION MAY VARY WALL STUD 3/4"C EMT WITH PULLSTRING BY ELECTRICAL CONTRACTOR 3/4"C TO TELEPHONE BACKBOARD FLOOR PLATE FINISHED FLOOR WALL STUD FLOOR PLATE STUB UP 4"ABOVE CEILINGACCESSIBLE CEILING ANTI-SHORT PLASTIC BUSHING ARLINGTON INDUSTRIES EMT100 OR EQUALVA R I E S TOP PLATE INSTALL CONDUIT STRAP AS REQUIRED BY NEC (TYPICAL) CONCRETE RECESSED FLOOR BOX: HUBBELL #CFB2G25 (FLOOR BOX) HUBBELL #24GTCVRXX (COVER COLOR BY ARCH) HUBBELL 2 #FBMPDUP (DUPLEX OPENING) 2 DUPLEX RECEPTACLES ELECTRICAL CONTRACTOR RESPONSIBLE FOR INSTALLATION OF FLOOR BOX ROUGH-IN TYPICAL DETAIL - ACTUAL INSTALLATION MAY VARY 1"C EMT WITH PULLSTRING FOR POWER CONDUCTORS AS SHOWN ON POWER DRAWINGS PROJECT NO. TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . ID D A T E D E S C R I P T I O N CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 MUSGROVE ENGINEERING 645 W. 25TH STREET IDAHO FALLS, ID 83402 PHONE: (208) 384-0585 MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 MECHANICAL / PLUMBING STRUCTURAL ELECTRICAL CIVIL 23-211 E-600 Go o d 2 G o 1 0 4 - R e x b u r g I D TB D R e x b u r g I D 8 3 4 4 0 22007 ELECTRICAL DETAILS 1" = 1'-0"1 DATA-TELEPHONE ROUGH-IN ELEVATIONS 1" = 1'-0"2 FLOOR BOX ROUGH-IN ELEVATION 10/11/2023 FINISHED FLOOR WALL STUD FLOOR PLATE TOP PLATE ELECTRICAL CONTRACTOR RESPONSIBLE FOR INSTALLATION OF THERMOSTAT BOX ROUGH-IN TYPICAL DETAIL - ACTUAL INSTALLATION MAY VARY 4 11/16" SQUARE THERMOSTAT BOX WITH SINGLE GANG MUDRING EXTEND TO ASSOCIATED MECHANICAL EQUIPMENT 48" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE 3/4"C EMT WITH PULLSTRING CONFIRM IF SECOND JUNCTION BOX IS NEEDED SINGLE GANG DEVICE COVER 1"C LOCATIONS SHOWN ON DRAWING 3/4"C TO FIRE ALARM 2"C FOR CABLE TV WITH MEASURED PULL STRING 4"C FOR TELEPHONE WITH MEASURED PULL STRING 2"C FOR FIBER WITH MEASURED PULL STRING FLOOR PLATE FINISHED FLOOR 3/4"C 4#12 CU AND 2#12 CU GND SEE PANEL SCEDULES 1"C TO LOCATIONS SHOWN ON DRAWINGS #6 CU TO SERVICE GND TMGB GROUND BUSBAR CHATSWORTH 13622-012 OR EQUAL SHEET OF 4'x8'x3/4" PLYWOOD PAINTED WITH 2 COATS OF GRAY FIRE RETARDANT PAINT 4' - 0 " 8' - 0 " 1' - 0 " 4'-0" 4' - 0 " NETWORKING EQUIPMENT AND SERVERS TELEPHONE EQUIPMENT CABLE TV EQUIPMENT CONTROL PANEL 3/4"C TO ELEVATOR EQUIPMENT ROOM WITH 2 CAT5E PROVIDE SURGE PROTECTION RECEPTACLES 2"C TO FIRST AND SECOND FLOOR TELEPHONE BACKBOARDS CABLES (GRAY) RGS CONDUIT REQUIRED (TYPICAL OF ALL) RGS ELBOW REQUIRED (TYPICAL OF ALL) FLOOR 4" x 4 " G U T T E R INTERCOM PLYWOOD BACKBOARD 6'-0" x 3'-0" 8"x8" LOW VOLT WIREWAY 8"x8" IS WIREWAY8"x8" LINE VOLT WIREWAY VEEDER ROOT CB VEEDER ROOT CB VEEDER ROOT CB VEEDER ROOT CB VEEDER ROOT CB VEEDER ROOT CB PANEL CG WITH SHUNT TRIP MAIN CIRCUIT BREAKER VEEDER ROOT CB VEEDER ROOT CB VEEDER ROOT CB VEEDER ROOT CB FUEL MANAGEMENT SYSTEM 12 13 11 10 8 7 6 5 4 3 2 1 1 FIRST 10 FT OF CONDUIT BEYOND RGS ELBOW REQUIRED TO BE RGS, PVC ALLOWED BEYOND (TYPICAL OF ALL) DATA SAFETY BOX SEAL OFF (TYPICAL) REQUIRED TO BE ONLY FITTING ABOVE GRADE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR. 1"C 6#10 CU AND 1#10 CU GND TO CANOPY SIGNS. 1"C 4#10 CU AND 1#10 CU GND TO CANOPY LIGHTS. 1"C 2#10 CU AND 1#10 CU GND TO HEAT TRACE. 3/4"C TO EMERGENCY STOP BUTTONS. 3/4"C TO EMERGENCY STOP ON DISPENSER ISLAND. 1"C 3#12 CU AND 1#12 CU GND TO TURBINE PUMPS. 3/4"C DISPENSER POWER WITH 2#12 CU AND 1#12 CU GND. 1"C WITH BELDEN #88760 CABLE TANK LEVEL AND SUMPS. 1"C WITH BELDEN #88760 CABLE OVERFILL ALARM. 3/4"C WITH BELDEN #88760 CABLE DISPENSER SUMP SENSORS. 3/4"C DISPENSER INTERCOM WITH CAT5E CABLE. 3/4"C DISPENSER DATA WITH CAT 5E CABLE. 1. DETAIL IS TYPICAL INSTALLATION. INSTALLATION WILL VARY WITH FUEL SUPPLIER. 2 3 4 5 6 7 8 9 10 11 12 13 GENERAL NOTE: DETAIL KEY NOTES: PROJECT NO. TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . ID D A T E D E S C R I P T I O N CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 MUSGROVE ENGINEERING 645 W. 25TH STREET IDAHO FALLS, ID 83402 PHONE: (208) 384-0585 MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 MECHANICAL / PLUMBING STRUCTURAL ELECTRICAL CIVIL 23-211 E-601 Go o d 2 G o 1 0 4 - R e x b u r g I D TB D R e x b u r g I D 8 3 4 4 0 22007 ELECTRICAL DETAILS 1" = 1'-0"1 THERMOSTAT ROUGH-IN DETAIL 1" = 1'-0"2 TELEPHONE BACKBOARD ELEVATION 1" = 1'-0"3 GAS EQUIPMENT ELEVATION 10/11/2023 12x12 JUNCTION BOX 3/4"C WITH 2#12, 1#12G 12/4 TYPE SJOOW CORD SOUTHWIRE VIPER OR EQUAL 3/4" STRAIN RELIEF CORD GRIP HUBBELL 07401015 OR EQUAL 3/4" STRAIN RELIEF CORD GRIP HUBBELL 07401015 OR EQUAL 3/4"C WITH 2#12, 1#12G 120V 20A 1∅ QUAD RECEPTACLE 3/4" CONDUIT FOR POWER 1 1/4"C PVC WITH 1 HDMI CABLE FOR DATA/COMMUNICATIONS SINGLE GANG DEVICE COVER 4 11/16" SQUARE RECEPTACLE BOX WITH SINGLE GANG MUDRING SINGLE GANG DEVICE COVER RANDL D-51GO12 OR EQUAL 5" SQUARE JUNCTION BOX WITH SINGLE GANG MUDRING RANDL TB55057 OR EQUAL 18 " SINGLE GANG RECEPTACLE AND JUNCTION BOX 70 " RECESSED ENTERTAINMENT BOX LEVITON # 001-47617-REB OR EQUAL INSTALL CONDUIT STRAP AS REQUIRED BY NEC (TYPICAL) FLOOR PLATE FINISHED FLOOR TOP PLATE VA R I E S ACCESSIBLE CEILING STUB UP 4" ABOVE CEILING WALL STUD FLAT SCREEN ELECTRICAL CONTRACTOR RESPONSIBLE FOR INSTALLATION OF RECESSED ENTERTAINMENT BOX ROUGH-IN TYPICAL DETAIL - ACTUAL INSTALLATION MAY VARY 1 1/4"C PVC WITH PULLSTRING FOR DATA/COMMUNICATIONS ANTI-SHORT PLASTIC BUSHING ARLINGTON INDUSTRIES EMT125 OR EQUAL (TYPICAL) 3/4" CONDUIT FOR POWER ANTI-SHORT PLASTIC BUSHING ARLINGTON INDUSTRIES EMT 75 OR EQUAL (TYPICAL) PROJECT NO. TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . ID D A T E D E S C R I P T I O N CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 MUSGROVE ENGINEERING 645 W. 25TH STREET IDAHO FALLS, ID 83402 PHONE: (208) 384-0585 MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 MECHANICAL / PLUMBING STRUCTURAL ELECTRICAL CIVIL 23-211 E-602 Go o d 2 G o 1 0 4 - R e x b u r g I D TB D R e x b u r g I D 8 3 4 4 0 22007 ELECTRICAL DETAILS 1" = 1'-0"1 CORD DROP DETAILS 1" = 1'-0"2 RECESSED ENTERTAINMENT BOX ELEVATION 10/11/2023 ACUITY NLIGHT SERIES: ARP-INTENC08 NLT-8SPR-MVOLT-SC-SM-DTC GREY PURP GREY PURP GREY PURP GREY PURP GREY PURP GREY PURP GREY PURP LINE LOAD 1 LINE LOAD 2 LINE LOAD 3 LINE LOAD 4 LINE LOAD 5 LINE LOAD 6 LINE LOAD 7 8 C-STORE CC-1 GREY PURP UNUSED UNUSED HOT NEUTRAL GROUND RE L A Y R E L A Y R E L A Y R E L A Y R E L A Y R E L A Y R E L A Y R E L A Y 0-10V DIMMING NEUTRAL BUS GROUNDING BUS LINE LOAD nLIGHT ARP PANEL UNUSED UNUSED UNUSED UNUSED UNUSED UNUSED UNUSED UNUSED UNUSED UNUSED UNUSED UNUSED UNUSED C-STORE RR'S, COOLERS, CC-3 C-STORE x;ON x;OFF x;ON x;OFF x;ON x;OFF x;ON x;OFF CC-5 CC-11 1. ALL 2. SALES 3. EXTERIOR 4. CANOPY NLIGHT NPODM-4SB CB - 3 1 CB - 2 7 CG - 2 5 120V VOLT 5 POLE LIGHTING CONTACTOR WITH 120V COIL FR O N T C A N O P Y S I G N CB - 3 3 ELEC, KITCHEN CD - 1 7 , 1 9 208 VOLT 10 POLE LIGHTING CONTACTOR WITH 120V COIL NE W P A R K I N G L O T L I G H T N G FR O N T C A N O P Y S I G N FR O N T C A N O P Y L I G H T I N G FR O N T C A N O P Y L I G H T I N G SP A R E SI T E S I G N CD - 2 1 , 2 3 CD - 2 5 , 2 7 CD - 2 9 , 3 1 SP A R E SP A R E CC-7 CC - 9 120V VOLT 6 POLE LIGHTING CONTACTOR WITH 120V COIL CC - 1 3 BU I L D I N G E X T E R I O R L I G H T I N G G2 G F R O N T E N T R A N C E S I G N A G E SP A R E SP A R E SP A R E SP A R E SPARE SPARE UNUSED SP A R E SI T E S I G N SI T E S I G N SP A R E SP A R E SP A R E SP A R E NOTE: ELECTRICAL CONTRACTOR SHALL COORDINATE WITH OWNER AND PROGRAM LIGHTING CONTROL PANEL TO MATCH NORMAL HOURS OF OPERATION nLIGHT NDTC TOUCHSCREEN DIGITAL TIMECLOCK PS50 MVOLT POWER SUPPLY CAT5e CABLE CONNECTED TO SWITCHES PROJECT NO. TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . ID D A T E D E S C R I P T I O N CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 MUSGROVE ENGINEERING 645 W. 25TH STREET IDAHO FALLS, ID 83402 PHONE: (208) 384-0585 MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 MECHANICAL / PLUMBING STRUCTURAL ELECTRICAL CIVIL 23-211 E-700 Go o d 2 G o 1 0 4 - R e x b u r g I D TB D R e x b u r g I D 8 3 4 4 0 22007 LIGHTING DETAILS 1" = 1'-0"1 LIGHTING CONTROL PANEL 10/11/2023 #SYMBOL USED FOR NOTE CALLOUT. KEYED NOTES: 1. APPROXIMATE LOCATION OF DRIVE THROUGH MENU BOARD. PROVIDE AND INSTALL 2-1"C TO DRIVE THROUGH WINDOW. STUB UP INTO EMPTY RETAIL SPACE AT DRIVE THROUGH WINDOW FOR FUTURE USE. 24"BELOW GRADE. VERIFY LOCATION WITH ARCHITECTURAL DRAWINGS PRIOR TO INSTALLATION. 2. EMERGENCY FUEL SHUT-OFF STATION AND OVERFILL ALARM LOCATION. 3. 100 FOOT RADIUS FROM EMERGENCY FUEL SHUT-OFF STATION LOCATION. 4. FUEL PUMP BRANCH CIRCUITS. COORDINATE REQUIREMENTS WITH FUEL SYSTEM INSTALLER. 5. INSTALL 1"C TO TENANT SPACE PANEL BOARD FOR SIGN POWER AND 1"C FOR COMMUNICATIONS. 24" BELOW GRADE. STUB UP AT DRIVE THROUGH WINDOW. 6. SWITCHGEAR. SEE DETAIL ON DRAWING E-500. 7. TELEPHONE BACKBOARD. SEE DETAIL DRAWING E-601. 8. SEE SHEET E-601 FOR GAS EQUIPMENT ELEVATION. 9. TIRE FILLING STATION POWER. 10. BUILDING ENTRANCE EMERGENCY FUEL SHUT-OFF STATION. PROVIDE AND INSTALL AN EMERGENCY FUEL SHUT-DOWN SWITCH AT 48" A.F.F. CONNECT STATION TO THE DISPENSER EMERGENCY SHUTDOWN SYSTEM. 11. CANOPY EMERGENCY FUEL SHUT-OFF STATION. PROVIDE AND INSTALL AN EMERGENCY FUEL SHUT-DOWN SWITCH AT 48" A.F.F. CONNECT STATION TO THE DISPENSER EMERGENCY SHUTDOWN SYSTEM. 12. INSTALL IN ACCORDANCE WITH NEC 514. 13. NEW 300 KVA 208/120V 3Ø 'RMP' TRANSFORMER PROVIDED AND INSTALLED BY RMP. 14. NEW TRANSFORMER OR SWITCHGEAR PAD PROVIDED BY "RMP" AND INSTALLED BY ELECTRICAL CONTRACTOR PER "RMP" REQUIREMENTS. 15. TRENCHING CONTINUES ON SHEET ES-104 . 16. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL (1) 2" CONDUIT TO EXISTING CABLE PEDESTAL, (1) 2" CONDUIT TO EXISTING FIBER VAULT, AND (1) 2" CONDUIT TO UTILITY EASEMENT FOR FUTURE TELEPHONE UTILITY INSTALLATION. COORDINATE INSTALLATION WITH INDIVIDUAL UTILITIES. 17. POLE MOUNT EMERGENCY FUEL SHUT-OFF STATION. PROVIDE AND INSTALL AN EMERGENCY FUEL SHUT-DOWN SWITCH AT 48" A.F.F. CONNECT STATION TO THE DISPENSER EMERGENCY SHUTDOWN SYSTEM. 18. SIGNAGE REQUIRING ELECTRICAL AND DATA CONNECTION. SEE ARCHITECTURAL DRAWINGS FOR MORE INFORMATION. 19. DEF STATION POWER. SEE ARCHITECTURAL DRAWINGS FOR MORE INFORMATION. 20. GENERAL CONTRACTOR TO PROVIDE AND INSTALL PROTECTIVE BOLLARD PER ROCKY MOUNTAIN POWER STANDARDS. 21. GENERAL CONTRACTOR TO PROVIDE AND INSTALL REMOVABLE PROTECTIVE BOLLARD PER ROCKY MOUNTAIN POWER STANDARDS. SS 13 6 87 2 10 12 12 4 4 12 113 12 113 12 12 9 1717 4 4 3 3 18 18 18 19 14 2020 20 20 2020 21 20 16 15 20 D5 ES-103 D5 ES-103 D4 ES-103 D4 ES-103 D3 ES-103 D2 ES-103 D2 ES-103 D1 ES-103 D1 ES-103CG-1,3 CG-13,15 D6 ES-102 B1 ES-102 A3 ES-102 C1 ES-102 C4 ES-102 C4 ES-102 C5 ES-102 CG-7,9 CG-19,21 C2 ES-102 C3 ES-102 CG-2 CG-4 CG-6 CG-8 CG-10 CG-12CG-14CG-16CG-18CG-20 CD-17,19 CD-21,23 CD-29,31 CD-33 CD-39,41 C2 ES-102 A2 ES-102 E1 ES-103 PROJECT NO. TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . ID D A T E D E S C R I P T I O N CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 MUSGROVE ENGINEERING 645 W. 25TH STREET IDAHO FALLS, ID 83402 PHONE: (208) 384-0585 MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 MECHANICAL / PLUMBING STRUCTURAL ELECTRICAL CIVIL 23-211 ES-100 Go o d 2 G o 1 0 4 - R e x b u r g I D TB D R e x b u r g I D 8 3 4 4 0 22007 ELECTRICAL SITE PLAN 1" = 20'-0"1 ELECTRICAL SITE PLAN 10/11/2023 #SYMBOL USED FOR NOTE CALLOUT. KEYED NOTES: CANOPY SIGN POWER. COORDINATE LOCATION OF SIGN PRIOR TO INSTALLATION. POWER AND DATA FOR CANOPY CAMERA. FIELD VERIFY LOCATION AND CAMERA REQUIREMENTS PRIOR TO INSTALLATION. 1"C 2#10, 1#10G BURIED 24" BELOW GRADE. CANOPY LIGHT FIXTURE PROVIDED WITH CANOPY STRUCTURE AND CONNECTED BY ELECTRICAL CONTRACTOR. LIGHTING CIRCUIT TO BE CONTROLLED VIA LIGHTING CONTROL PANEL CONTROLLED RELAY. SEE SHEET E-700 FOR MORE INFORMATION. SEE SHEET ES-102 FOR POLE BASE DETAIL. 4. 5. 6. 1. 2. 3. 1"C 2#8, 1#10G BURIED 24" BELOW GRADE.7. POWER FOR HEAT TRACE. 1"C 2#10, 1#10G.8. SEE TRENCHING DETAIL D6 ON ES-103 FOR MORE INFORMATION. SS J 2 7 3 6 3 6 3 3 6 3 6 3 45 2 2 1 1 1111 4 1 1111 1111 1 1111 3 3 6 6 33 7 7 7 8 X5 XP1 X5 XP1 X5 XP1 X5 XP1 X5 XP1 X5 XP1 CD-29,31 CG-25 CG-27 CG-29 CG-31 CG-33 X6 XP1 X6 XP1 X5 XP1 X5 XP1 CG-39,41 N PROJECT NO. TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . ID D A T E D E S C R I P T I O N CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 MUSGROVE ENGINEERING 645 W. 25TH STREET IDAHO FALLS, ID 83402 PHONE: (208) 384-0585 MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 MECHANICAL / PLUMBING STRUCTURAL ELECTRICAL CIVIL 23-211 ES-101 Go o d 2 G o 1 0 4 - R e x b u r g I D TB D R e x b u r g I D 8 3 4 4 0 22007 SITE LIGHTING PLAN 1" = 20'-0"1 SITE LIGHTING PLAN 10/11/2023 4"C RMP PRIMARY POWER 8" 1'-4" 4'- 1 0 " 3' - 6 " 4' 4' - 4 " 6"6" 1' SAND GRADE BACKFILL 4"C RMP SECONDARY POWER 3'-1" BACKFILL 2' - 1 0 " 1' - 6 " 2' 2'- 4 " 1' 1'1' 6"6" WARNING TAPE WARNING TAPE GRADE SAND SAND 1'-6" 2'- 2 " 1' - 6 " 2' 1' 9" GRADE WARNING TAPE 1"C DATA TO SIGN 2"C POWER TO SIGN 2'- 8 " BACKFILL 6"6" SAND BACKFILL 1'-8 1/2" 2' - 5 " 1' - 8 " 2' - 1 " 2' - 2 1 / 2 " 1' 11" GRADE WARNING TAPE 5-1"C 3#12,1#12G TO TURBINE PUMP 6" 1"C WITH BELDEN #88760 CABLE OVERFILL ALARM 1"C WITH BELDEN #88760 CABLE TANK LEVEL AND SUMPS SPARE 6" SAND 2'-9" 2' - 2 " 1' - 6 " 2' 1' 1' GRADE WARNING TAPE 1"C DATA TO SIGN 2"C POWER TO SIGN COORDINATE CONDUCTOR WITH SIGNAGE CONTRACTOR. 2' - 8 " BACKFILL 6"6" 1"C DATA TO TIRE FILL 1"C TO EM SHUT OFF 1"C TIRE FILL 2#10,1#10G 1' SAND 2'-5" 2' - 2 " 1' - 6 " 2' 1' GRADE WARNING TAPE 1"C DATA TO SIGN 2"C POWER TO SIGN COORDINATE CONDUCTOR WITH SIGNAGE CONTRACTOR. 2' - 8 " BACKFILL 6"6" 1"C DATA TO TIRE FILL 1"C TO EM SHUT OFF 1"C TIRE FILL 2#10,1#10G 1'-2 1/2" SAND 1'-6" 2' - 2 " 1'- 6 " 2' 1' 9" GRADE WARNING TAPE 1"C DATA TO SIGN 2"C POWER TO SIGN 2' - 8 " BACKFILL 6"6" SAND 2'-2" 2' - 2 " 1' - 6 " 2' 1' GRADE 2' - 8 " BACKFILL 6" 1'-1" 6"C RMP PRIMARY POWER 9" 1'-6" 5' 3' - 6 " 4' 4' - 6 " 6"6" 1' SAND GRADE BACKFILL WARNING TAPE WARNING TAPE 2"C POWER TO SIGN COORDINATE CONDUCTOR WITH SIGNAGE CONTRACTOR. 1"C TIRE FILL 2#10,1#10G 1"C DATA TO SIGN 6" 1"C DATA TO TIRE FILL 1"C TO EM SHUT OFF SCALE: 3/4" = 1'-0" TRENCH DETAIL A3 3SCALE: 3/4" = 1'-0" TRENCH DETAIL A2 2 SCALE: 3/4" = 1'-0" TRENCH DETAIL B1 4 SCALE: 3/4" = 1'-0" TRENCH DETAIL C1 5 SCALE: 3/4" = 1'-0" TRENCH DETAIL C2 6 SCALE: 3/4" = 1'-0" TRENCH DETAIL C3 7 SCALE: 3/4" = 1'-0" TRENCH DETAIL C4 8 SCALE: 3/4" = 1'-0" TRENCH DETAIL C5 9 SCALE: 3/4" = 1'-0" TRENCH DETAIL A1 1 SCALE: 1" = 1'-0" POLE BASE DETAIL 12 GROUT AS REQUIRED GROUND PER NEC FINISHED GRADE 45° BEVELED TOP BASE COVER HAND HOLE 4#5 VERTICAL REBAR 2' 2' 2 ' 2 ' 3' 2 ' 8' 5' FIXTURE POLE SEE SITE PLAN AND FIXTURE SCHEDULE STUCCO HAND FINISH ON EXPOSED POLE BASE ANCHOR BOLTS TIED TO REBAR TO SUITE POLES CONDUIT AND CONDUCTORS AS SHOWN ON PLAN ROUND CONCRETE BASE BY ELECTRICAL CONTRACTOR #4 HOOP TIES AT 24" ON CENTER 1' - 6 " PROJECT NO. TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . ID D A T E D E S C R I P T I O N CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 MUSGROVE ENGINEERING 645 W. 25TH STREET IDAHO FALLS, ID 83402 PHONE: (208) 384-0585 MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 MECHANICAL / PLUMBING STRUCTURAL ELECTRICAL CIVIL 23-211 ES-102 Go o d 2 G o 1 0 4 - R e x b u r g I D TB D R e x b u r g I D 8 3 4 4 0 22007 SITE TRENCH DETAILS 10/11/2023 SAND 2'-3" 2'- 3 " 1' - 9 " 2' 2' - 1 1 / 2 " 1' 1'-1" 6" GRADE BACKFILL 6"2' - 5 " SAND 1'-7" 2'- 3 " 1' - 9 " 2' 2' - 2 " 1' 9" 6" GRADE BACKFILL 6"2' - 5 " SAND 1'-7" 1' - 9 " 2' 1' 9" 6" GRADE BACKFILL 6" 2' - 2 " SAND 1'-7" 1'- 9 " 2' 2' - 2 " 1' 9 1/2" 6" GRADE BACKFILL 6" 2' - 4 " 1"C EMERGENCY SHUT OFF 1-3/4 "C DISPENSER DATA WITH CAT 5E CABLE 1-3/4"C DISPENSER POWER WITH 2#12, 1#12G 1-3/4"C DISPENSER INTERCOM WITH CAT 5E CABLE 1-3/4"C DISPENSER SUMP SENSORS WITH BELDEN #88760 CABLE 1-3/4"C SPARE 1-3/4 "C DISPENSER DATA WITH CAT 5E CABLE 1-3/4"C DISPENSER POWER WITH 2#12, 1#12G 1-3/4"C DISPENSER INTERCOM WITH CAT 5E CABLE 1-3/4"C DISPENSER SUMP SENSORS WITH BELDEN #88760 CABLE 1-3/4"C SPARE SAND 3'-1" 2'- 3 " 1' - 9 " 2' 2' - 1 1 / 2 " 1' 3'-0 1/2" GRADE BACKFILL 6" 2' - 5 " 1"C EMERGENCY SHUT OFF 1-3/4 "C DISPENSER DATA WITH CAT 5E CABLE 1-3/4"C DISPENSER POWER WITH 2#12, 1#12G 1-3/4"C DISPENSER INTERCOM WITH CAT 5E CABLE 1-3/4"C DISPENSER SUMP SENSORS WITH BELDEN #88760 CABLE 1-3/4"C SPARE WARNING TAPE 2' - 6 " 2' - 8 " 2' - 1 0 " 1' - 1 1 " 6" 1"C CANOPY LIGHTS 4#10,2#10G 1"C CANOPY SIGNS 4#10,2#10G 1"C CANOPY MISC 2#10,1#10G 1"C CANOPY DATA 1"C CANOPY SPARE 1"C SOLAR SPARE 6" SAND 1'-7" 1' - 9 " 1' - 1 1 " 2' 1' 9" 6" GRADE BACKFILL 6"2' - 2 " 1-3/4 "C DISPENSER DATA WITH CAT 5E CABLE 1-3/4"C DISPENSER POWER WITH 2#12, 1#12G 1-3/4"C DISPENSER INTERCOM WITH CAT 5E CABLE 1-3/4"C DISPENSER SUMP SENSORS WITH BELDEN #88760 CABLE 1-3/4"C SPARE SAND 1'-8" 2' - 2 " 1' - 6 " 2' 1' 10" GRADE WARNING TAPE 2"C FOR PHONE UTILITY 2'- 8 " BACKFILL 6"6" 2"C FOR FIBER UTILITY 2"C FOR CABLE UTILITY 1-3/4 "C DISPENSER DATA WITH CAT 5E CABLE 1-3/4"C DISPENSER POWER WITH 2#12, 1#12G 1-3/4"C DISPENSER INTERCOM WITH CAT 5E CABLE 1-3/4"C DISPENSER SUMP SENSORS WITH BELDEN #88760 CABLE 1-3/4"C SPARE 1-3/4 "C DISPENSER DATA WITH CAT 5E CABLE 1-3/4"C DISPENSER POWER WITH 2#12, 1#12G 1-3/4"C DISPENSER INTERCOM WITH CAT 5E CABLE 1-3/4"C DISPENSER SUMP SENSORS WITH BELDEN #88760 CABLE 1-3/4"C SPARE WARNING TAPE WARNING TAPE WARNING TAPE WARNING TAPE WARNING TAPE 1-3/4 "C DISPENSER DATA WITH CAT 5E CABLE 1-3/4"C DISPENSER POWER WITH 2#12, 1#12G 1-3/4"C DISPENSER INTERCOM WITH CAT 5E CABLE 1-3/4"C DISPENSER SUMP SENSORS WITH BELDEN #88760 CABLE 1-3/4"C SPARE 1"C HEAT TRACE SCALE: 3/4" = 1'-0" TRENCH DETAIL D1 1 SCALE: 3/4" = 1'-0" TRENCH DETAIL D3 3SCALE: 3/4" = 1'-0" TRENCH DETAIL D2 2 SCALE: 3/4" = 1'-0" TRENCH DETAIL D4 4 SCALE: 3/4" = 1'-0" TRENCH DETAIL D5 5 SCALE: 3/4" = 1'-0" TRENCH DETAIL D6 6 SCALE: 3/4" = 1'-0" TRENCH DETAIL E1 7 PROJECT NO. TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . ID D A T E D E S C R I P T I O N CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 MUSGROVE ENGINEERING 645 W. 25TH STREET IDAHO FALLS, ID 83402 PHONE: (208) 384-0585 MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 MECHANICAL / PLUMBING STRUCTURAL ELECTRICAL CIVIL 23-211 ES-103 Go o d 2 G o 1 0 4 - R e x b u r g I D TB D R e x b u r g I D 8 3 4 4 0 22007 SITE TRENCH DETAILS 10/11/2023 #SYMBOL USED FOR NOTE CALLOUT. KEYED NOTES: 1. EXISTING ROCKY MOUNTAIN POWER ELECTRICAL POLE OR ELECTRICAL EQUIPMENT. PRESERVE AND PROTECT. 2. EXISTING CABLE, FIBER, AND PHONE UTILITIES. PRESERVE AND PROTECT. 3. NEW ROCKY MOUNTAIN POWER GROUND SLEEVE CABINET PROVIDED AND INSTALLED BY ROCKY MOUNTAIN POWER. 4. NEW ROCKY MOUNTAIN POWER TRANSFORMER. SEE SHEET E-500 FOR MORE INFORMATION. 5. NEW METERING SWITCH GEAR. SEE SHEET E-500 FOR MORE INFORMATION. 6. ELECTRICAL CONTRACTOR TO BORE OR TRENCH CONDUIT UNDER THE EXISTING ROAD. COORDINATE INSTALLATION WITH ROCKY MOUNTAIN POWER. SEE SHEET 102 FOR CONDUIT SIZE AND QUANTITY. 7. ELECTRICAL CONTRACTOR TO TRENCH CONDUIT TO NEW TRANSFORMER LOCATION SHOWN. COORDINATE INSTALLATION WITH ROCKY MOUNTAIN POWER. SEE SHEET 102 FOR CONDUIT SIZE AND QUANTITY. GENERAL NOTE 1. SITE SPECIFIC TRENCHING NOT SHOWN ON THIS SHEET. SEE SHEET ES-100 FOR SITE SPECIFIC TRENCHING INFORMATION. pppp pp F SS SS 1 1 1 2 1 11 3 5 6 7 7 2 4 A1 ES-102 A2 ES-102 pp N PROJECT NO. TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . TH E S E P L A N S . D R A W I N G S . A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E L L C A N D S H A L L N O T BE R E P R O D U C E D I N A N Y F O RM W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 20 2 3 R E S I N A R C H I T E C T U R E . L L C . ID D A T E D E S C R I P T I O N CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 MUSGROVE ENGINEERING 645 W. 25TH STREET IDAHO FALLS, ID 83402 PHONE: (208) 384-0585 MUSGROVE ENGINEERING 234 S. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 MECHANICAL / PLUMBING STRUCTURAL ELECTRICAL CIVIL 23-211 ES-104 Go o d 2 G o 1 0 4 - R e x b u r g I D TB D R e x b u r g I D 8 3 4 4 0 22007 ELECTRICAL SITE PLAN - POWER UTILITY 1" = 40'-0"1 ELECTRICAL SITE PLAN - POWER UTILITY 10/11/2023