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REDLINED PLANS - 23-00732 - Good 2 Go - New Commercial Bldg
Author Name Author Email Author Phone No.: Cody Jones Cody.Jones@rexburg.org 208-372-2173 Don Allen Don.Allen@rexburg.org 208-372-2174 Alex Owens Alex.Owens@rexburg.org 208-372-2172 Description : Good 2 Go - New Commercial Bldg Address : 1055 S 12th W Application Type : Document Filename : 23.10.11 - G2G 104 Rexburg - AHJ Set.pdf Array Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Revisions Required Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments G-501 Free Text Cody Jones : Building Open 6 Need signed S - STRUCTURAL DRAWINGS Free Text Cody Jones : Building Open 19 36" S1.1 Free Text Cody Jones : Building Open 20 Special inspector to be identified. S1.1 Free Text Cody Jones : Building Open 20 Engineered stamped wood trusses to be approved by Building Design Professional prior to submitting to City. S2.0 Note Cody Jones : Building Open 24 Rebar: 8' Wall-Horizontal & Vertical 24" O.C. with 2 in Top 12" Rebar: 4' Wall-Horizontal & Vertical 24" O.C. with 1 in Top 6" S2.0 Note Cody Jones : Building Open 24 Dampproofing/Waterproofing comply with IBC Section 1805 S2.0 Free Text Cody Jones : Building Open 24 Need stamp A-100 Note Cody Jones : Building Open 37 Concealed spaces are fireblocked/draftstopped per Section 718 A-100 Note Cody Jones : Building Open 37 Landings at doors meet the requirements of IBC Sections 1010.1.5 and 1010.1.6 A-100 Note Cody Jones : Building Open 37 Ventilation is provided as per IBC Section 1203 # 23-00732 New Commercial Building Please digitally re-submit all pages of the plan set in response to requested revisions for our next review cycle, with noted items resolved. Report Date: 10.20.2023 Approval of plans does not constitute approval of variance from code Page 1 of 2 Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments E-500 Callout Alex Owens : Electrical Open 87 For verification: 250.66B does not require a concrete encased electrode to be bigger than #4 copper. E-500 Callout Alex Owens : Electrical Open 87 Please provide available fault current calculation for meterpacks. C-06 Callout Don Allen : Mechanical Open 12 Need to install grease test port according to city standards Report Date: 10.20.2023 Approval of plans does not constitute approval of variance from code Page 2 of 2 Powered by TCPDF (www.tcpdf.org) ID 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. WHISPERWOOD WAY BOISE, ID 83709 PHONE: (208) 384-0585 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 COMCHECK PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION &20FKHFN6RIWZDUH9HUVLRQ&20FKHFN:HE Envelope Compliance Certificate 3URMHFW7LWOH ,(&& 3URMHFW7\SH 1HZ&RQVWUXFWLRQ 9HUWLFDO*OD]LQJ:DOO$UHD /RFDWLRQ ,GDKR)DOOV,GDKR &OLPDWH=RQH E &RQVWUXFWLRQ6LWH 2ZQHU$JHQW $DURQ6LPSVRQ %UDG+DOO $VVRFLDWHV (DVW6W ,GDKR)DOOV,GDKR $DURQ6LPSVRQ#JRRGJRVWRUHVFR P 'HVLJQHU&RQWUDFWRU -RQDWKDQ*DOOXS 5HVLQ$UFKLWHFWXUH VWVW ,GDKR)DOOV,GDKR -RQDWKDQ#UHVLQDUFKLWHFWXUHFRP 3URMHFW,QIRUPDWLRQ (QHUJ\&RGH **5H[EXUJ,' &UHGLWV 5HTXLUHG3URSRVHG 5HGXFHG$LU,QILOWUDWLRQFUHGLW $GGLWLRQDO(IILFLHQF\3DFNDJH V Building Area Floor Area 1-Retail : Nonresidential 7076 (QYHORSH$VVHPEOLHV Assembly Cavity R-Value Cont. 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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 Need to insta ll grea se test p o rt a c c o rding to c ity 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. Ã Â Ä 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. ) G :8 >6 BÑ>EJG :8 KF IÑKF Ñ7 :Ñ>9:EK>;>:9 E<>E::I:9ÑJK6 C G :9ÑO F F 9ÑKIL JJ:JÑKF Ñ7 :Ñ6 G G IF M :9Ñ7 Q Ñ L >B9>E<Ñ :J><EÑ& IF ;:JJ>F E6 BÑ G I>F IÑKF ÑJL 7 C >KK>E<ÑKF Ñ >KQ 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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ÑJK6 C G ID DATE DESCRIPTION 00 0 10/11/23 Issue 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