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HomeMy WebLinkAboutPLANS - 23-00222 - 125 Valley River Dr - Goodwill - Suite 201.pdfIDDATEDESCRIPTION015/1/23AHJ PLAN REVIEW SETSTRUCTURAL MECHANICAL / PLUMBING ELECTRICAL G-001 CIVIL 305 1st STREET,IDAHO FALLS,ID 83401PH: 208.757.570023012GOODWILL125 VALLEY RIVER DR. #201 REXBURG, ID 83440FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404Original document is on filewith the date and architect signatureOriginal documents signed by:5/1/23Date original documents signed: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 GALLUPCOVER SHEETPRELIMINARY FOR REVIEWNOT FOR CONSTRUCTIONSHEET INDEX GENERAL DRAWINGS STRUCTURAL DRAWINGS ARCHITECTURAL SITE PLAN DEMOLITION PLAN DEMOLITION RCP FLOOR PLANS G-001 G-002 G-101 G-105 S1.0 S1.1 S2.0 S2.1 S3.0 S4.0 S4.1 AS-101 AS-102 AD-100 AD-150 A-100 COVER SHEET NOTES & LEGENDS FIRST FLOOR LIFE SAFETY TYPICAL & ACCESSIBILITY DETAILS GENERAL STRUCTURAL NOTES TYPICAL DETAILS FOUNDATION PLAN ROOF FRAMING PLAN FOUNDATION DETAILS FRAMING DETAILS FRAMING DETAILS ARCHITECTURAL SITE PLAN ENLARGED ARCHITECTURAL SITE PLAN FIRST FLOOR DEMOLITION PLAN FIRST FLOOR DEMO RCP FIRST FLOOR PLAN SHEET INDEX ROOF PLANS REFLECTED CEILING PLAN ELEVATIONS SECTIONS WALL SECTIONS DETAILS DOORS & WINDOWS A-121 A-150 A-201 A-301 A-351 A-501 A-601 ROOF PLAN FIRST FLOOR RCP EXTERIOR ELEVATIONS BUILDING SECTIONS WALL SECTIONS DOOR & WINDOW DETAILS DOOR & WINDOW SCHEDULE PROJECT LOCATION PROJECT LOCATION N VICINITY MAP GOODWILL TENANT IMPROVEMENT 125 VALLEY RIVER DR. #201 REXBURG, ID 83440 DEFERRED SUBMITTALS 1) FIRE SUPPRESSION SYSTEM MODIFICATIONS 2) MEP ENGINEERING IS DESIGN / BUILD BY G.C. 05/01/2023 IDDATEDESCRIPTION015/1/23AHJ PLAN REVIEW SETSTRUCTURAL MECHANICAL / PLUMBING ELECTRICAL G-002 CIVIL 305 1st STREET,IDAHO FALLS,ID 83401PH: 208.757.570023012GOODWILL125 VALLEY RIVER DR. #201 REXBURG, ID 83440FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404Original document is on filewith the date and architect signatureOriginal documents signed by:5/1/23Date original documents signed: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 GALLUPNOTES & LEGENDSPRELIMINARY FOR REVIEWNOT FOR CONSTRUCTIONSTANDARD 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 IDDATEDESCRIPTIONSTRUCTURAL MECHANICAL / PLUMBING ELECTRICAL SHEET 2 OF 56 G-002 CIVIL 305 1st STREET,IDAHO FALLS,ID 83401PH: 208.757.5700Project No.Project NameSite Full Address 1 Site Full Address 2 Site City SiteState/Province Site Postcode/ZIP Site CountryOriginal document is on filewith the date and architect signatureOriginal documents signed by:3/9/2021Date original documents signed: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 © 2021 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 © 2021 RESIN ARCHITECTURE, LLC.NOTES & LEGENDS MARKDATEDESCRIPTIONSTRUCTURAL MECHANICAL / PLUMBING ELECTRICAL SHEET 2 OF 47 G-002 CIVIL 520 Shoup,Idaho Falls,ID 83402PH: 208.757.5700Project No.Project NameSite Full Address 1 Site FullAddress 2 Site City Site State/Province Site Postcode/ZIP SiteCountryJ. GRAHAM WHIPPLEOriginal document is on filewith the date and architect signatureOriginal documents signed by:3/5/19Date original documents signed: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 © 2018 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 © 2018 RESIN ARCHITECTURE, LLC.PRELIMINARY NOT FORCONSTRUCTIONNOTES & LEGENDS 007 05 1 #DrgID #LayID #DrgID#LayID #DrgID #LayID SECTION MARKERSYMBOLS GRID BUBBLE DOOR MARKER WINDOW MARKER INTERIOR ELEVATION MARKER DETAIL MARKER / ENLARGED PLAN MARKER 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 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 1. DRAWINGS AND DESIGNS MAY NOT BE REPRODUCED, COPIED, OR DISTRIBUTEDELECTRONICALLY IF YOU ARE NOT PART OF THE PROJECT TEAM WITHOUT PRIORAPPROVAL OF THE REGISTERED DESIGN PROFESSIONAL OF RECORD.2. DRAWINGS ARE NOT INTENDED TO BE SCALED. DIMENSIONS ARE SHOWN FORCLARITY. CONTACT DESIGN PROFESSIONAL OF RECORD FOR CLARIFICATION OFDIMENSIONS 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 WORKMAN SHALL BE KNOWLEDGEABLE AND SKILLED IN THE TASKS ASSIGNED TO THEM. SITE VERIFICATION: 7. THE CONTRACTOR AND SUB CONTRACTOR 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 SUB CONTRACTOR 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 IMMEDIATLY 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 COMMENCMENT 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 AREASPERMITTED BY LAW, ORDINANCES, PERMITS AND CONTRACT DOCUMENTSAND/OR AS DIRECTED BY THE ARCHITECT. THE CONTRACTOR SHALL NOTUNREASONABLY ENCUMBER THE SITE WITH MATERIALS OR EQUIPMENT. TRASHAND REFUSE SHALL BE PLACED IN ENCLOSED CONTAINERS AND REMOVED ATREGULAR 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 (2015). BLOCKING: 17. PROVIDE ALL BLOCKING REQUIRED FOR ATTACHMENT OF ALL WALL HUNG ITEMS. (I.E. GRAB BARS, COUNTERS, ROOF LADDERS, ETC.) BLOCKING SHALL BE PRESSURE TREATED FIRE RESISTIVE IN RATED BUILDING AND WALL ASSEMBLIES, STANDARD NOMINAL LUMBER SIZES IN NON RATED ASSEMBLIES. 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 (2015). 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 (2015). 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 (2015). 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 (2015). 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 (2015). WHEN A DOOR LANDING SERVES AN OCCUPANT LOAD OF 50 OR MOOR, DOORS IN ANY POSITION SHALL NOT REDUCE THE LANDING DIMENSIONS TO LESS THAN ONE-HALF ITS REQUIRED WIDTH PER IBC SECTION 1010.1.6 (2015). 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 (2015). SAFETY GLAZING: 24. SAFETY GLAZING IS REQUIRED PER IBC SECTION 2406 (2015), 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 THAT 18" ABOVE FLOOR. 3. EXPOSED TOP EDGE GREATER THAT 36" ABOVE FLOOR, AND 4. ONE ARE 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 (2015) AND SECTION 2606 AND CHAPTER 28 FOR CEILING BRACING REQUIREMENTS. 26. INTERIOR WALLS, PERMANANT PARTITIONS AND TEMPORARY PARTITIONS WHICH EXCEED 6'-0" IN HEIGHT SHALL BE CONSTRUCTED TO RESIST ALL LOADS TO WHICH THAT ARE SUBJECT BUT NOT LESS THAN A FORCE OF 5 POUNDS PER SQUARE FOOT APPLIED PERPENDICULAR TO THE WALL. RE: IBC SECTION 1607.14 (2015). 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 (2015). HARDWARE AND CONTROLS: 28. 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: 29. ALL INTERIOR FINISHES FURNISHED FOR THIS PROJECT SHALL COMPLY WITH IBC SETION 803 AND TABLE 803.11 (2015) FOR MAXIMUM ALLOWABLE FLAME SPREAD AND SHALL HAVE A SMOKE DENSITY NO GREATER THAT 450. GENERAL NOTES ABOVE FINISHED FLOOR AFFAIR CONDITIONING UNIT A/C UNITAIR HANDLING UNIT AHUALUMINUM ALAMERICANS 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 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 ABOVE FINISHED FLOOR AFFAIR CONDITIONING UNIT A/C UNITAIR HANDLING UNIT AHUALUMINUM ALAMERICANS WITH DISABILITIES ACT ADAAUTHORITY HAVING JURISDICTION AHJACCESSORY ACCBUILDING BLDGCEILING CLGCEILING HEIGHT CLGHTCLEANOUT COCLEANOUT TO GRADE COTGCLEAR CLRCLOSET CLOS.COLD WATER PIPING CWCOLUMN COLCONCRETE CONCCONCRETE MASONRY UN IT CMUCONTRACTOR FURNISHED CONTRACTOR INSTALLED C.F.C.I.CONTRACTOR FURNISHED OWNER INSTALLED C.F.O.I.CORRIDOR CORRCUBIC FEET CU FTCUBIC INCH CU INCUBIC YARD CU YDCUSTODIAN CUSTDEMOLITION DEMODETAIL DETDIMENSION DIMDISTANCE DISTDOUBLE DBLDRAWING DWGEACH EAELEVATION ELEVENTRANCE ENTREQUAL EQEQUIPMENT EQUIPETHYLENE PROPYLENE DIENE MONOMER EPDMEXISTING EXISTEXTERIOR INSULATION AND FINISH SYSTEM EIFS EXTERNAL/EXTERIOR EXTFACE OF FINISH FOFFACE OF MASONRY FOMFACE OF STUD FOSFACE OF WALL FOWFIBERGLASS-FACED GYPSUM BOARD FFGFIBER REINFORCED GYPSUM FRGFIELD VERIFY F.V.FINISH FLOOR FFFINISH FLOOR ELEVATION FFEFINISH GRADE FGFIRE EXTINGUISHER FEFLOOR DRAIN FDFOOT FTFOOTING FTGFOUNDATION FDTNFURNITURE FURNGLASS-FIBER-REINFORCED CONCRETE GFRCGLASS-FIBER-REINFORCED GYPSUM GFRGGLUED LAMINATED WOOD GLU LAMGYPSUM BOARD GYP BDHANDICAP HC HARDWOOD HDWD HEATING, VENT & AIR CONDITIONING HVAC 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 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 05/01/2023 IDDATEDESCRIPTION015/1/23AHJ PLAN REVIEW SETSTRUCTURAL MECHANICAL / PLUMBING ELECTRICAL G-101 CIVIL 305 1st STREET,IDAHO FALLS,ID 83401PH: 208.757.570023012GOODWILL125 VALLEY RIVER DR. #201 REXBURG, ID 83440FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404Original document is on filewith the date and architect signatureOriginal documents signed by:5/1/23Date original documents signed: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 GALLUPFIRST FLOOR LIFE SAFETYPRELIMINARY FOR REVIEWNOT FOR CONSTRUCTIONMECH. RM 102 46 SF 300 1 4' FE osSPACE NAME / FUNCTIONAL USE ROOM NUMBER AREA OF ROOM / SPACE OCCUPANT LOAD FACTOR CALCULATED OCCUPANCY TRANSITION POINT FOR COMMON PATH OF EGRESS or 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. OCCUPANCY & OCCUPANT LOAD SCHEDULE OCCUPANCY M Mercantile ZONE NUMBER 100 101 102 103 104 105 106 107 108 109 110 111 ZONE NAME RETAIL PRODUCTION BREAK ROOM MECH. JAN. MECH. RR RR HALL SERVER CASH OFFICE MEASURED AREA 6,308.29 3,033.53 220.19 47.84 94.24 47.26 44.99 44.70 380.21 48.71 50.00 174.81 10,494.77 ft² SPACE FUNCTION Mercantile Areas Basement and grade floor areas Mercantile Areas Storage, stock, shipping areas Assembly without fixed seats Unconcentrated (tables and chairs) Accessory storage areas, mechanical equipment room Mercantile Areas Storage, stock, shipping areas Accessory storage areas, mechanical equipment room Restroom Restroom Circulation Mercantile Areas Storage, stock, shipping areas Business Business LOAD FACTOR 30 300 15 300 300 300 0 0 0 300 150 150 OCCUPANTS 211 11 15 1 1 1 0 0 0 1 1 2 244 3 3 2 2 1 1 A A BB 94' 115' A1 A1 A1 A2 A3 A3 A3 A4 RETAIL 100 6,308 SF 30 211 HALL 108 380 SF 0 0 RR 107 45 SF 0 0 RR 106 45 SF 0 0 MECH. 105 47 SF 300 1 MECH. 103 48 SF 300 1 JAN. 104 94 SF 300 1 BREAK ROOM 102 220 SF 15 15 PRODUCTION 101 3,034 SF 300 11 OFFICE 111 175 SF 150 2 CASH 110 50 SF 150 1 SERVER 109 49 SF 300 1 Code Analysis Summary Building Codes:2018 International Building Code 2018 International Mechanical Code Authority Having Jurisdiction:2018 International Energy Conservation Code City of Rexburg, ID 2018 International Plumbing Code 2017 National Electrical Code (NEC) Property Address and Parcel Number 125 Valley River Dr #201, Rexburg, ID 83440 RPRXBCA0192115 Building Occupancy Classification and Use Designation Use (Chapter 3)Mercantile M Existing M Types of Construction (Chapter 6)V-B Sprinklered General Building Heights and Areas Proposed Actual Allowed by IBC Allowable Building Height in Feet Above Grade Plane (Table 504.3):20'-2"60 Allowable Number of Stories Above Grade Plane (Table 504.4):1 2 Allowable Area Factor (Table 506.2):10,509 36,000 Fire-Resistance Rating Requirements for Building Elements (Hours) (Table 601) Construction Type V-B Primary Structural Frame:0 Hour Bearing Walls, Exterior:0 Hour Bearing Walls, Interior:0 Hour Nonbearing Walls:0 Hour Floor 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 Automatic Sprinkler Systems:(E) Sprinklered Portable Fire Extinguishers(906):75' Max Every 75' Fire Alarm and Detection System (907.2):(E) Required Occupant Load (Table 1004.1.1)Use Area/Occ.Area Total Occ. See Occupant Load Schedule Sheet G-101 Egress Capacity Required Provided Other Egress (.2”/occupant):Section 1005.3.2 62" Minimum 1 @ 72" 2 @ 36" 1 @48" Number of Exits Required 2 4 Exit Access Travel Distance (Table 1017.2)250' Max.See Plan Minimum Number of Required Plumbing Fixtures (Table 2902.1) Mercantile M 1 per #Required Provided W.C.'s 500 1 2 Urinals -0 0 Lavatories 750 1 2 Drinking Fountains 1000 1 2 Service Sink 1 1 LIFE SAFETY PLAN KEYNOTES A1 A2 A3 A4 (E) FIRE EXTINGUISHER TO REMAIN RELOCATE (E) FIRE EXTINGUISHER NEAR BREAK ROOM DOOR (E) EXIT SIGN TO REMAIN (E) EXIT SIGN TO BE RELOCATED HERE SCALE: 3/32" = 1'-0"1 FIRST FLOOR LIFE SAFETY PLAN 05/01/2023 IDDATEDESCRIPTION015/1/23AHJ PLAN REVIEW SETSTRUCTURAL MECHANICAL / PLUMBING ELECTRICAL CIVIL G-105305 1st STREET,IDAHO FALLS,ID 83401PH: 208.757.570023012GOODWILL125 VALLEY RIVER DR. #201 REXBURG, ID 83440Original document is on filewith the date and architect signatureOriginal documents signed by:5/1/23Date original documents signed: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.TYPICAL & ACCESSIBILITY DETAILSPRELIMINARY FOR REVIEWNOT FOR CONSTRUCTIONFROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 JONATHAN GALLUP8"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 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 SYMBOL SIZE SHALL BE 4" SQUARE MIN AT ACCESSIBLE ENTRANCES (BRAILLE) (BRAILLE) TACTILE EXIT ROUTE TACTILE EXIT ACCESSIBLE SIGN - EXIT NOTE: 1. SIGN SHALL BE OF ENGRAVED LAMINATED ACRYLIC 2. CHARACTERS AND SPACING PER ICC A117.1 - 2009 703.7 A. B. #2 BRAILLE REPEAT ALL TEXT IN BRAILLE COMPLIANT W/ ICC A117.1 - 2009 703.42"3"4" TYP 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" FIELD7" 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 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 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" HINGEAPPROACHPULL SIDE12"PUSH SIDECLEARANCE18" PULL SIDECLEARANCE36" HINGEAPPROACHPULL SIDE1'-6"4'-0"MAX @ T.0. FIXTURE1'-3" MIN. @ B.O. FIXTURETYP. REACH RANGE3'-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 4'-6"4'-0"6'-6"2'-3" MAX5'-9"FEC OR FHV CABINET FE ELECTRICAL PANEL BOARD (NON- PROTRUDING) ELECTRICAL PANEL BOARD (PROTRUDIN G) FLOOR LEVEL EXIT EXIT 3"9" ORGREATERALIGN W/ TOP OF ADJACENT FRAMEMOUNT ON STRIKE SIDE WHEN DIM.ABOVE DOOR HEAD IS <12"1'-0"EQ EQ WALL MOUNTED EXIT SIGN AT EXIT DOOR LOCATE 3" ABOVE DOORFRAME WHEN DIM. ABOVEDOOR HEAD IS 12" ORGREATERFLOOR LEVEL SCALE: 3" = 1'-0" A1 SUSPENDED CEILING AT WALL SCALE: 1 1/2"= 1'-0" C3 SOLID BLOCKING DETAIL SCALE: 1/4" = 1'-0" B1 SUSPENDED CEILING GRID SCALE: 3" = 1'-0" C4 GRAB BAR DETAIL SCALE: 1' = 1'-0" A4 INT'L SIGN OF ACCESSIBILITY SCALE: 6" = 1'-0" B4 EXIT ROUTE SIGN SCALE: 3" = 1'-0" B2 ACCESSIBLE SIGN WALL SCALE: 3" = 1'-0" A2 VERTICAL LEVEL CHANGE SCALE: 1/2" = 1'-0" C1 DOOR CLEARANCES SCALE: 1/2" = 1'-0" B3 ACCESSIBLE MOUNTING HEIGHTS SCALE: 1/2" = 1'-0" A3 EXTINGUISHER & CABINETS SCALE: 1/2" = 1'-0" C2 EXIT SIGN AT DOORS 05/01/2023 IDDATEDESCRIPTION015/1/23AHJ PLAN REVIEW SETSTRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S1.0 CIVIL 305 1st STREET,IDAHO FALLS,ID 83401PH: 208.757.570023012GOODWILL125 VALLEY RIVER DR. #201 REXBURG, ID 83440FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404Original document is on filewith the date and architect signatureOriginal documents signed by:5/1/23Date original documents signed: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 GALLUPGENERAL STRUCTURAL NOTESPRELIMINARY FOR REVIEWNOT FOR CONSTRUCTIONPROJECT MANAGER:CAD OPERATOR :JOB NO.: DMLBBCIF23-134 fax:208.227.8405 1020 E.Lincoln Road Idaho Falls,ID 83401 phone:208.227.8404 Engineering Structural IDDATEDESCRIPTIONSTRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S1.0 CIVIL 305 1st STREET,IDAHO FALLS,ID 83401PH: 208.757.570023012GOODWILL125 VALLEY RIVER DR. #201 REXBURG, ID 83440FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 4/28/2023THESE 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.GENERAL STRUCTURAL NOTESPRELIMINARY FOR REVIEWNOT FOR CONSTRUCTIONGENERAL 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 = 0.143, SS = 0.369 DESIGN SPECTRAL RESPONSE ACCELERATIONS SD1 = 0.212, SDS = 0.370 PERCENT SNOW INCLUDED WITH SEISMIC LOADS 20% VERTICAL SHEAR TRANSFER ELEMENTS: INVERTED PENDULUM STEEL COMLUMN(S)R = 1.25, CS = 0.296 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 36.7 PSF NET UPLIFT ON ROOF 20.8 PSF 2. VERTICAL LOADS: LOCATION LIVE / SNOW LOAD DEAD LOAD ROOF 35 PSF 10 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 FOUNDATION BEARING DEPTH 36" 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. 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 FOUNDATIONS 4500 PSI 0.45 5.5% ± 1% CONCRETE SLABS ON GRADE 3500 PSI 0.45 N/A 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. STEEL: 1.MATERIALS: ROLLED W SHAPES, SHALL CONFORM TO ASTM A992 (FY=50 KSI). ALL OTHER STRUCTURAL STEEL SHAPES, ROLLED SECTIONS, BARS AND PLATES SHALL CONFORM TO ASTM A36 (FY = 36 KSI). ALL PIPE STEEL SHALL BE ASTM A501 (FY = 36 KSI) OR ASTM A53, TYPE E OR S, GRADE B (FY = 35 KSI). ALL TUBULAR STEEL SHALL BE ASTM A500 (FY = 46 KSI). 2.ALL BOLTS AND STUDS SHALL BE ASTM A307, UNLESS NOTED OTHERWISE. ALL EXPANSION BOLTS TO HAVE CURRENT ICC REPORT RATING FOR MATERIAL INTO WHICH INSTALLATION TAKES PLACE. HEADED STUDS SHALL CONFORM TO ALL REQUIREMENTS OF THE LATEST EDITION OF THE "RECOMMENDED PRACTICES FOR STUD WELDING" AND THE "STRUCTURAL WELDING CODE" PUBLISHED BY AWS. ALL BOLTS, ANCHOR BOLTS, EXPANSION BOLTS, ETC. SHALL BE INSTALLED WITH STEEL WASHERS AT FACE OF WOOD OR AT SLOTTED HOLES IN STEEL SECTIONS . 3.ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, LATEST EDITION. 4.WELDING SHALL BE BY WELDERS HOLDING VALID CERTIFICATES AND HAVING CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE DRAWINGS OR NOTES. ALL WELDING SHALL USE E70 SERIES LOW HYDROGEN RODS UNLESS NOTED OTHERWISE. ALL WELDING PER LATEST AMERICAN WELDING SOCIETY STANDARDS. ALL WELDS ON DRAWINGS ARE SHOWN AS SHOP WELDS. CONTRACTOR MAY SHOP WELD OR FIELD WELD AT HIS DISCRETION. ALL FULL PENETRATION WELDS SHALL BE TESTED AND CERTIFIED BY AN INDEPENDENT TESTING LABORATORY. 5.STEEL TO STEEL BOLTED CONNECTIONS : HIGH STRENGTH BOLTS SHALL BE ASTM A325N AND SHALL BE INSTALLED AS BEARING-TYPE CONNECTIONS WITH THREADS INCLUDED IN SHEAR PLANE (TYPE "N" CONNECTION UNLESS NOTED OTHERWISE). BOLTS MAY BE TIGHTENED USING ANY AISC APPROVED METHOD. 6.DRYPACK SHALL BE 5,000 PSI FIVE STAR NON-SHRINK GROUT OR EQUIVALENT. INSTALL DRYPACK UNDER BEARING PLATES BEFORE FRAMING MEMBER IS INSTALLED. AT COLUMNS , INSTALL DRYPACK UNDER BASE PLATES AFTER COLUMN HAS BEEN PLUMBED BUT PRIOR TO FLOOR OR ROOF INSTALLATION. SHEET INDEX SHEET DESCRIPTION DETAILS S1.0 GENERAL STRUCTURAL NOTES --- S1.1 TYPICAL DETAILS T-SERIES S2.0 FOUNDATION PLAN --- S2.1 ROOF FRAMING PLAN --- S3.0 FOUNDATION DETAILS 100 - SERIES S4.0 FRAMING DETAILS 200 - SERIES S4.1 FRAMING DETAILS 200 - SERIES 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 GIRDER TRUSSGT 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: 2.QUALITY ASSURANCE PROGRAM: A.THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. B.THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, AND TO THE STRUCTURAL ENGINEER OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL. CONCRETE (IBC TABLE 1705.3) VERIFICATION AND INSPECTION CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION 1. INSPECT REINFORCEMENT, INCLUDING PRESTRESSING TENDONS, AND VERIFY PLACEMENT -X 2. INSPECT ANCHORS CAST IN CONCRETE -X 3. INSPECT ANCHORS POST INSTALLED IN HARDENED CONCRETE MEMBERS. A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS. X B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.A.X 4. VERIFY USE OF REQUIRED DESIGN MIX.-X 5. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. X - 6. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES.X - 7. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES.-X VERIFICATION AND INSPECTION OF STRUCTURAL STEEL (PER AISC 360-CHAPTER N) VERIFICATION AND INSPECTION OBSERVE PERFORM 1. INSPECTION TASKS PRIOR TO WELDING (TABLE N5.4-1) A. WELDING PROCEDURE SPECIFICATIONS (WPSS) AVAILABLE X B. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE X C. MATERIAL IDENTIFICATION (TYPE/GRADE)X D. WELDER IDENTIFICATIONS SYSTEM (THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. (STAMPS, IF USED, SHALL BE THE LOW STRESS TYPE) X E. FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY), JOINT PREPARATION, DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL), CLEANLINESS (CONDITION OF STEEL SURFACES), TACKING (TACK WELD QUALITY AND LOCATION) , BACKING TYPE AND FIT (IF APPLICABLE) X F. CONFIGURATION AND FINISH OF ACCESS HOLES X G. FIT-UP OF FILLET WELDS, DIMENSIONS (ALIGNMENT, GAPS AT ROOT), CLEANLINESS (CONDITION OF STEEL SURFACES) TACKING (TACK WELD QUALITY AND LOCATION) X H. CHECK WELDING EQUIPMENT X 2. INSPECTION TASKS DURING WELDING (TABLE N5.4-2) A. USE OF QUALIFIED WELDERS X B. CONTROL AND HANDLING OF WELDING CONSUMABLES, PACKAGING, EXPOSURE CONTROL X C. NO WELDING OVER CRACKED TACK WELDS X D. ENVIRONMENTAL CONDITIONS, WIND SPEED WITHIN LIMITS, PRECIPITATION AND TEMPERATURE X E. WPS FOLLOWED, SETTINGS ON WELDING EQUIPMENT, TRAVEL SPEED , SELECTED WELDING MATERIALS, SHIELDING GAS TYPE/FLOW RATE, PREHEAT APPLIED, INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.), PROPER POSITION (F, V, H, OH) X F. WELDING TECHNIQUES, INTERPASS AND FINAL CLEANING, EACH PASS WITHIN PROFILE LIMITATIONS, EACH PASS MEETS QUALITY REQUIREMENTS X SOILS (IBC TABLE 1705.6) 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 3. INSPECTION TASKS AFTER WELDING (TABLE N5.4-3) A. WELDS CLEANED X B. SIZE LENGTH AND LOCATION OF WELDS X C. WELDS MEAT VISUAL ACCEPTANCE CRITERIA, CRACK PROHIBITION, WELD/BASE-METAL FUSION , CRATER CROSS SECTION, WELD PROFILES, WELD SIZE, UNDERCUT, POROSITY X D. ARC STRIKES X E. K-AREA (WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN, PERFORMED IN THE K-AREA, VISUALLY INSPECT THE WEB K-AREA FOR CRACKS WITHIN 3 IN. (75 MM) OF THE WELD). X F. BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED)X G. REPAIR ACTIVITIES X H. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER X 04/28/2023PERMIT SET ONLY PERMIT SET ONLY IDDATEDESCRIPTION015/1/23AHJ PLAN REVIEW SETSTRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S1.1 CIVIL 305 1st STREET,IDAHO FALLS,ID 83401PH: 208.757.570023012GOODWILL125 VALLEY RIVER DR. #201 REXBURG, ID 83440FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404Original document is on filewith the date and architect signatureOriginal documents signed by:5/1/23Date original documents signed: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 GALLUPTYPICAL DETAILSPRELIMINARY FOR REVIEWNOT FOR CONSTRUCTIONPROJECT MANAGER:CAD OPERATOR :JOB NO.: DMLBBCIF23-134 fax:208.227.8405 1020 E.Lincoln Road Idaho Falls,ID 83401 phone:208.227.8404 Engineering Structural IDDATEDESCRIPTIONSTRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S1.1 CIVIL 305 1st STREET,IDAHO FALLS,ID 83401PH: 208.757.570023012GOODWILL125 VALLEY RIVER DR. #201 REXBURG, ID 83440FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 4/28/2023THESE 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.TYPICAL DETAILSPRELIMINARY FOR REVIEWNOT FOR CONSTRUCTIONKEYNOTES: 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 1 1 1 2 3 4 FOR CONSTRUCTION ABOVE FOOTING, SEE DETAILS. T1 TRENCH PARALLEL TO CONTINUOUS STRAP FOOTING TD01 NO SCALE 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 1 4 325'-0" T2 TYPICAL DETAIL FOR FOUNDATION EMBEDMENT TD04 NO SCALE 6 MIN BAR OFFSET BAR CLEARANCE SPLICE DETAIL BEND & HOOK DETAILS COLUMN TIES BEAM STIRRUPS "d" 45° "d" "d" 1 2 4 5 6 10 9 8 73 1 5 5 9 10 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. T3 TYPICAL REINFORCING DETAILS TD10 NO SCALE 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 HOIRZONTAL BARS W/ >12" OF CONC. BELOW VERTICAL AND BOTTOM HORIZONTAL BARS HOIRZONTAL BARS W/ >12" OF CONC. BELOW VERTICAL AND BOTTOM HORIZONTAL BARS HOIRZONTAL 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" T4 STEEL REINFORCING LAP SPLICES IN CONCRETE TD14 NO SCALE T5 PANEL FASTENER PATTERN NO SCALE PBR PANEL FASTENER PATTERN (AT INTERMEDIATE SUPPORTS ) PBR PANEL FASTENER PATTERN (AT PANEL ENDS ) 36" 36" PBR PANEL SIDE LAP DETAIL APPLICATION PREVAILING WIND 2 1 1 KEYNOTES: 1.#12 x 11/4 SELF DRILLING SCREW 2.#12 x 7/8 SELF DRILLING SCREW AT 20" O.C.04/28/2023PERMIT SET ONLY PERMIT SET ONLY IDDATEDESCRIPTION015/1/23AHJ PLAN REVIEW SETSTRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S2.0 CIVIL 305 1st STREET,IDAHO FALLS,ID 83401PH: 208.757.570023012GOODWILL125 VALLEY RIVER DR. #201 REXBURG, ID 83440FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404Original document is on filewith the date and architect signatureOriginal documents signed by:5/1/23Date original documents signed: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 GALLUPFOUNDATION PLANPRELIMINARY FOR REVIEWNOT FOR CONSTRUCTIONPROJECT MANAGER:CAD OPERATOR :JOB NO.: DMLBBCIF23-134 fax:208.227.8405 1020 E.Lincoln Road Idaho Falls,ID 83401 phone:208.227.8404 Engineering Structural IDDATEDESCRIPTIONSTRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S2.0 CIVIL 305 1st STREET,IDAHO FALLS,ID 83401PH: 208.757.570023012GOODWILL125 VALLEY RIVER DR. #201 REXBURG, ID 83440FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 4/28/2023THESE 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.FOUNDATION PLANPRELIMINARY FOR REVIEWNOT FOR CONSTRUCTION32 A 17'-6"1'-4"18'-0"1'-8 7/8" 15'-9 1/8" 17'-6"49'-2" 101101101 102 102102 F72 SC1 F72 SC1 F72 SC1 F60 SC1 F60 SC1 F60 SC1 1 SC2SC2 SC3SC3 SC2 SC3 SC3 SC2 STEEL COLUMN (SC) SCHEDULE MARK SC1 SC2 SC3 SIZE HSS8x8x1/4 HSS8x4x1/4 HSS6x4x1/4 BASE CONNECTION 1"x14"x14" PLATE W/ (4) 7/8"DIA ANCHOR BOLTS W/ 24" MIN EMBEDMENT ATTACH PER DETAIL ATTACH PER DETAIL FOOTING SCHEDULE MARK F60 F72 LENGTH 60" 72" WIDTH 48" 72" THICKN ESS 12" 12" FOOTING REINFORCING (7) #5 EACH WAY TOP AND BOTTOM (9) #5 EACH WAY TOP AND BOTTOM REMARKS --- --- 1.EXISTING FOUNDATION TO REMAIN, CONNECT NEW FOOTING TO WALL PER DETAIL 102 PLAN KEYNOTESX FOUNDATION 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. THE DEPTH OF FOOTING DIMENSION INDICATED IN THE G.S.N. IS A MINIMUM. FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE SOILS REPORT AND OTHER TRADES TO INSURE THAT THESE MINIMUMS ARE SUFFICIENT FOR THE WORK. SEE TYPICAL DETAILS FOR ADDITIONAL REQUIREMENTS. D. WALLS WITH SOLID LINES DESIGNATED STRUCTURAL (BEARING) WALLS. E. F36, F48, ETC. - AS SHOWN ON PLAN INDICATES A CONCRETE FOOTING. SEE FOOTING SCHEDULE FOR ADDITIONAL INFORMATION. F. SC1, SC2, ETC. - AS SHOWN ON PLAN INDICATES A STEEL COLUMN. SEE STEEL COLUMN SCHEDULE FOR ADDITIONAL INFORMATION. COLUMNS START AT THE LEVEL THEY ARE CALLED OUT ON. G. FOR SIDEWALK AND LANDING LOCATIONS, SEE ARCHITECTURAL DRAWINGS. SCALE: 1/4" = 1'-0" FOUNDATION PLAN NOTES: 1. FOR CONSTRUCTION ABOVE FOOTING, SEE DETAILS. 2. FOR MINIMUM CLEARANCE (CLR) OF REINFORCING, SEE GENERAL STRUCTURAL NOTES (GSN).04/28/2023PERMIT SET ONLY PERMIT SET ONLY IDDATEDESCRIPTION015/1/23AHJ PLAN REVIEW SETSTRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S2.1 CIVIL 305 1st STREET,IDAHO FALLS,ID 83401PH: 208.757.570023012GOODWILL125 VALLEY RIVER DR. #201 REXBURG, ID 83440FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404Original document is on filewith the date and architect signatureOriginal documents signed by:5/1/23Date original documents signed: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 GALLUPROOF FRAMING PLANPRELIMINARY FOR REVIEWNOT FOR CONSTRUCTIONPROJECT MANAGER:CAD OPERATOR :JOB NO.: DMLBBCIF23-134 fax:208.227.8405 1020 E.Lincoln Road Idaho Falls,ID 83401 phone:208.227.8404 Engineering Structural IDDATEDESCRIPTIONSTRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S2.1 CIVIL 305 1st STREET,IDAHO FALLS,ID 83401PH: 208.757.570023012GOODWILL125 VALLEY RIVER DR. #201 REXBURG, ID 83440FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 4/28/2023THESE 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.ROOF FRAMING PLANPRELIMINARY FOR REVIEWNOT FOR CONSTRUCTION32 AHSS12x4x1/4204204204 203 203203 201202 207 206 206 205 MBCI 8.0x3.5Z14 AT 48" O.C.MBCI 8.0x3.5Z14 AT 48" O.C.HSS12x4x1/4HSS12x4x1/41-TYP 1-TYP 2 3 HSS8x8x1/4HSS8x8x1/4 TYPICAL ROOF SHEATHING: 26 GA. PBR PANEL, ATTACH PER TYPICAL DETAIL 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. WALLS WITH SOLID LINES DESIGNATED STRUCTURAL (BEARING) WALLS . D. WALLS WITH DASHED LINES DESIGNATE NON-STRUCTURAL (NON-BEARING) WALLS . E. SC1, SC2, ETC. - AS SHOWN ON PLAN INDICATES A STEEL COLUMN. SEE STEEL COLUMN SCHEDULE FOR ADDITIONAL INFORMATION. COLUMNS START AT THE LEVEL THEY ARE CALLED OUT ON . F. FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF FRAMING CONDITION. 1.BRACE BOTTOM FLANGE OF PURLIN WITH BLOCKING AT 13 SPAN POINTS 2.STEEL ANGLE WRAP AROUND NEW OPENING, SEE DETAIL 207 3.SEE DETAIL 205 FOR PARAPET FRAMING PLAN KEYNOTESX SCALE: 1/4" = 1'-0" ROOF FRAMING PLAN 04/28/2023PERMIT SET ONLY PERMIT SET ONLY IDDATEDESCRIPTION015/1/23AHJ PLAN REVIEW SETSTRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S3.0 CIVIL 305 1st STREET,IDAHO FALLS,ID 83401PH: 208.757.570023012GOODWILL125 VALLEY RIVER DR. #201 REXBURG, ID 83440FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404Original document is on filewith the date and architect signatureOriginal documents signed by:5/1/23Date original documents signed: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 GALLUPFOUNDATION DETAILSPRELIMINARY FOR REVIEWNOT FOR CONSTRUCTIONPROJECT MANAGER:CAD OPERATOR :JOB NO.: DMLBBCIF23-134 fax:208.227.8405 1020 E.Lincoln Road Idaho Falls,ID 83401 phone:208.227.8404 Engineering Structural IDDATEDESCRIPTIONSTRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S3.0 CIVIL 305 1st STREET,IDAHO FALLS,ID 83401PH: 208.757.570023012GOODWILL125 VALLEY RIVER DR. #201 REXBURG, ID 83440FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 4/28/2023THESE 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.FOUNDATION DETAILSPRELIMINARY FOR REVIEWNOT FOR CONSTRUCTIONKEYNOTES: 1.STEEL COLUMN, SEE PLAN 2.BASE PLATE W/ ANCHOR BOLTS, SEE PLAN 3.SIDEWALK, PAVEMENT, OR FINISH GRADE PER ARCH 4.MINIMUM FOOTING DEPTH, SEE GSN 5.CONCRETE FOOTING, SEE PLAN 6.COMPACTED SUB-GRADE BELOW FOOTING, SEE PLAN 7.24"Ø CONCRETE PIER W/ (10) #5 HOOKED DOWELS AND (3) #3 TIES IN TOP 5" OF PIER AND AT 8" O.C. REMAINDER 8.±11/2" NON-SHRINK GROUT 101 STEEL COLUMN AT CONCRETE FOOTING NO SCALE 3" CLR 3"CLR5 6 7 33 4KEYNOTES: 1.STEEL COLUMN, SEE PLAN 2.BASE PLATE W/ ANCHOR BOLTS, SEE PLAN 3.SIDEWALK, PAVEMENT, OR FINISH GRADE PER ARCH 4.MINIMUM FOOTING DEPTH, SEE GSN 5.CONCRETE FOOTING, SEE PLAN 6.COMPACTED SUB-GRADE BELOW FOOTING, SEE PLAN 7.24"Ø CONCRETE PIER W/ (10) #5 HOOKED DOWELS AND (3) #3 TIES IN TOP 5" OF PIER AND AT 8" O.C. REMAINDER 8.EXISTING MASONRY WALL 9.EXISTING STEM WALL 10.EXISTING STRIP FOOTING 11.DRILL AND EPOXY FOOTING REINFORCEMENT INTO EXISTING STRIP FOOTING, W/ SIMPSON SET-3G AND 8" MIN EMBEDMENT 12.±11/2" NON-SHRINK GROUT 102 STEEL COLUMN AT CONCRETE FOOTING NO SCALE 3" CLR3"CLR5 6 7 33 45/16" 1 2 8 9 10 11 11/2" CLR 11/2" CLR 12 5/16" 1 2 11/2" CLR 11/2" CLR 8 11/2"TYP5/16" 11/2" TYP 21 11"1'-2"1'-2"11" A PLANA 11/2"TYP5/16" 11/2" TYP 21 11"1'-2"1'-2"11" A PLANA24"MIN24"MIN04/28/2023PERMIT SET ONLY PERMIT SET ONLY IDDATEDESCRIPTION015/1/23AHJ PLAN REVIEW SETSTRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S4.0 CIVIL 305 1st STREET,IDAHO FALLS,ID 83401PH: 208.757.570023012GOODWILL125 VALLEY RIVER DR. #201 REXBURG, ID 83440FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404Original document is on filewith the date and architect signatureOriginal documents signed by:5/1/23Date original documents signed: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 GALLUPFRAMING DETAILSPRELIMINARY FOR REVIEWNOT FOR CONSTRUCTIONPROJECT MANAGER:CAD OPERATOR :JOB NO.: DMLBBCIF23-134 fax:208.227.8405 1020 E.Lincoln Road Idaho Falls,ID 83401 phone:208.227.8404 Engineering Structural IDDATEDESCRIPTIONSTRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S4.0 CIVIL 305 1st STREET,IDAHO FALLS,ID 83401PH: 208.757.570023012GOODWILL125 VALLEY RIVER DR. #201 REXBURG, ID 83440FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 4/28/2023THESE 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.FRAMING DETAILSPRELIMINARY FOR REVIEWNOT FOR CONSTRUCTION201 PURLIN CONNECTION TO END BEAM NO SCALE KEYNOTES: 1.ENDBAY ROOF PURLIN, SEE PLAN 2.STEEL BEAM, SEE PLAN 3.4" WIDE 10 ga CLIP 4.(2) 1/2" Ø A307 BOLTS INTO WEB OF ROOF PURLIN 2 1 43 202 PURLIN CONNECTION TO BEAM - CONTINUOUS PURLINS NO SCALE 2 1 KEYNOTES: 1.ROOF PURLIN, SEE PLAN 2.STEEL BEAM, SEE PLAN 3.(2) 1/2"Ø A307 BOLTS AT END OF PURLIN SPLICE 4.(2) 1/2" Ø A307 BOLTS INTO WEB OF ROOF PURLIN 5.4" WIDE 10 ga CLIP 3 4 5 1/8" 203 STEEL BEAM TO STEEL COLUMN CONNECTION NO SCALE 3" 1/4"5" 1/4"5" 1/4" 1/4" 3"1/8" 4 5 6 7 1 2 3 KEYNOTES: 1.STEEL BEAM, SEE PLAN 2.3/4" THICK STEEL COLUMN CAP 3.STEEL COLUMN 4.1/4" STEEL END PLATE TO MATCH BEAM HEIGHT AND WIDTH 5.4" WIDE 10 ga CLIP 6.(2) 1/2" Ø A307 BOLTS INTO WEB OF ROOF PURLIN 7.STEEL END STRUT, SEE PLAN 8.EXISTING MASONRY WALL 9.METAL ROOFING , SEE PLAN 10.BOUNDARY ATTACHMENT, SEE PLAN 204 STEEL BEAM TO STEEL COLUMN CONNECTION NO SCALE 1/4"5" 1/4"5" 1/4" 1/4" 3"1/8" 4 5 6 7 1 2 3 KEYNOTES: 1.STEEL BEAM, SEE PLAN 2.3/4" THICK STEEL COLUMN CAP 3.STEEL COLUMN 4.1/4" STEEL END PLATE TO MATCH BEAM HEIGHT AND WIDTH 5.4" WIDE 10 ga CLIP 6.(2) 1/2" Ø A307 BOLTS INTO WEB OF ROOF PURLIN 7.STEEL END STRUT, SEE PLAN 8.BOUNDARY ATTACHMENT, SEE PLAN 9.METAL ROOFING , SEE PLAN 1/8"3" 1/8"3" 1/8"3" NOTE: A.BEAM CAN BE BOLTED TO COLUMN W/ (2) 3/4"Ø THROUGH BOLTS AT CONTRACTORS OPTION 205 PARAPET CONNECTION TO END BEAM NO SCALE KEYNOTES: 1.ENDBAY ROOF PURLIN, SEE PLAN 2.STEEL BEAM, SEE PLAN 3.4" WIDE 10 ga CLIP 4.(2) 1/2" Ø A307 BOLTS INTO WEB OF ROOF PURLIN 5.350T125-33 CFS TRACK TOP AND BOTTOM 6.350S137-33 CFS STUD AT 24" O.C. 7.(2) SIMPSON FCB45.5 CLIPS AT EACH STUD, (2) #12 SCREWS INTO STEEL BEAM AND (4) #12 SCREWS INTO CFS STUD 2 1 4 3 1/8"3" 1/8"3" NOTE: A.ROOFING NOT SHOWN FOR CLARITY NOTE: A.ROOFING NOT SHOWN FOR CLARITY NOTE: A.BEAM CAN BE BOLTED TO COLUMN W/ (2) 3/4"Ø THROUGH BOLTS AT CONTRACTORS OPTION NOTE: A.ROOFING NOT SHOWN FOR CLARITY 7 5 761/2"5 62'-6"MAX4'-0" LAP SPLICE 9 10 8 31/2" MIN GAP 9 8 04/28/2023PERMIT SET ONLY PERMIT SET ONLY IDDATEDESCRIPTION015/1/23AHJ PLAN REVIEW SETSTRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S4.1 CIVIL 305 1st STREET,IDAHO FALLS,ID 83401PH: 208.757.570023012GOODWILL125 VALLEY RIVER DR. #201 REXBURG, ID 83440FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404Original document is on filewith the date and architect signatureOriginal documents signed by:5/1/23Date original documents signed: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 GALLUPFRAMING DETAILSPRELIMINARY FOR REVIEWNOT FOR CONSTRUCTIONPROJECT MANAGER:CAD OPERATOR :JOB NO.: DMLBBCIF23-134 fax:208.227.8405 1020 E.Lincoln Road Idaho Falls,ID 83401 phone:208.227.8404 Engineering Structural IDDATEDESCRIPTIONSTRUCTURAL MECHANICAL / PLUMBING ELECTRICAL S4.1 CIVIL 305 1st STREET,IDAHO FALLS,ID 83401PH: 208.757.570023012GOODWILL125 VALLEY RIVER DR. #201 REXBURG, ID 83440FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 4/28/2023THESE 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.FRAMING DETAILSPRELIMINARY FOR REVIEWNOT FOR CONSTRUCTION206 NEW DOOR OPENING IN EXISTING MASONRY WALL MS_SC227 NO SCALE KEYNOTES: 1.EXISTING MASONRY WALL 2.STEEL JAMB EACH SIDE W/ 5/8"Ø THROUGH BOLTS AND WASHERS AT 24" O.C., SEE PLAN 3.EXISTING ROOF FRAMING 4.EXISTING CONCRETE WALL STRUCTURE 5.STEEL BEAM, SEE PLAN 6.3/8" THICK WASHER SPACER 7.PROVIDE CONT #4 BAR AND SOLID GROUT WHERE BLOCK CORE IS HOLLOW 8.1/4"x3"x0'-3" PLATE WASHER AT EACH THROUGH BOLT 9.L4x4x1/4x0'-10" LONG ANGLE AT 24" O.C. 10.L4x4x1/4x0'-3" LONG ANGLE W/ 1/2"Øx4" LONG TITEN HD ANCHOR 11.STEEL JAMB EACH SIDE OF OPENING, SEE PLAN 12.6'-0" LONG CONT. L5x5x1/4 ANGLE AT BOTTOM OF WALL 13.BRICK VENEER AT BOTTOM OF WALL SECTIONB 1 5 B 10'-0" MAX A A.1 PLAN LOW 1 2 4"4"4"4"1 4 3 22 5 6 8 7 3/16 2-12 99 3/163/16 3/16 3/16 1010 9 6"3/16 9 6"3/16 3/16 3/16 1111 11 9 3/16 2-12 12 A PLAN HIGH 1 2 6 11 9 8 13 207 OPENING AT EXISTING MASONRY WALL MS_SC228 NO SCALE KEYNOTES: 1.EXISTING MASONRY WALL 2.L6x6x5/16 W/ 5/8"Ø EPOXY ANCHORS AT 16" O.C. AND 5" MINIMUM EMBEDMENT, COPE HORIZONTAL LEG AS REQUIRED AT CORNERS 3.NEW OPENING, VERIFY SIZE AND LOCATION W/ PLANS AND ARCH 2 SECTIONA A 1 3 2 4"1 2 2 2 TYP3/16 TYP 3/16 NOTES: A.ALL CELLS RECEIVING ANCHORS SHALL BE SOLID GROUTED B.USE HILTI HIT-HY 200 EPOXY PER MANUFACTURER C.CONTRACTOR RESPONSIBLE TO PROVIDE TEMPORARY SHORING 04/28/2023PERMIT SET ONLY PERMIT SET ONLY IDDATEDESCRIPTION015/1/23AHJ PLAN REVIEW SETSTRUCTURAL MECHANICAL / PLUMBING ELECTRICAL AS-101 CIVIL 305 1st STREET,IDAHO FALLS,ID 83401PH: 208.757.570023012GOODWILL125 VALLEY RIVER DR. #201 REXBURG, ID 83440FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404Original document is on filewith the date and architect signatureOriginal documents signed by:5/1/23Date original documents signed: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 GALLUPARCHITECTURAL SITE PLANPRELIMINARY FOR REVIEWNOT FOR CONSTRUCTIONSITE PL AN GENERAL NOTES A. 620 (E) PARKING STALLS - 608 PARKING STALLS REQUIRED B. DEMO UP TO 12 PARKING STALLS AND STILL MEET THE MINIMUM REQUIRED AMOUNT OF PARKING STALLS WITHIN THE OVERALL EXISTING DEVELOPMENT C. SEE ENLARGED DEMOLITION SITE PLAN AND ENLARGED SITE PLAN FOR NEW DROP OFF CANOPY AND WORK ASSOCIATED WITH RAMPING UP CONCRETE TO FINISH FLOOR LEVEL AND PATCHING AND REPAIRING ASPHALT, ETC. D. NEW CONCRETE SLABS AND ASPHALT TO HAVE POSITIVE DRAINAGE AWAY FROM THE BUILDING E. NEW CONCRETE SLABS AND ASPHALT TO BE TIED INTO (E) SITE SO ALL STORM WATER WILL SHEET FLOW AS PLANNED IN OVERALL (E) DEVELOPMENT SITE PL AN LEGEND PROPERTY LINE SETBACKS EASEMENTS NEW CONCRETE SLAB NEW ASPHALT 23012 Goodwill Rexburg ID | Map from April 17, 2023 3211 AS-102 SCALE: 1" = 40'1 ARCHITECTURAL SITE PLAN 05/01/2023 IDDATEDESCRIPTION015/1/23AHJ PLAN REVIEW SETSTRUCTURAL MECHANICAL / PLUMBING ELECTRICAL AS-102 CIVIL 305 1st STREET,IDAHO FALLS,ID 83401PH: 208.757.570023012GOODWILL125 VALLEY RIVER DR. #201 REXBURG, ID 83440FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404Original document is on filewith the date and architect signatureOriginal documents signed by:5/1/23Date original documents signed: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 GALLUPENLARGED ARCHITECTURAL SITE PLANPRELIMINARY FOR REVIEWNOT FOR CONSTRUCTIONSITE PL AN GENERAL NOTES A. 620 (E) PARKING STALLS - 608 PARKING STALLS REQUIRED B. DEMO UP TO 12 PARKING STALLS AND STILL MEET THE MINIMUM REQUIRED AMOUNT OF PARKING STALLS WITHIN THE OVERALL EXISTING DEVELOPMENT C. SEE ENLARGED DEMOLITION SITE PLAN AND ENLARGED SITE PLAN FOR NEW DROP OFF CANOPY AND WORK ASSOCIATED WITH RAMPING UP CONCRETE TO FINISH FLOOR LEVEL AND PATCHING AND REPAIRING ASPHALT, ETC. D. NEW CONCRETE SLABS AND ASPHALT TO HAVE POSITIVE DRAINAGE AWAY FROM THE BUILDING E. NEW CONCRETE SLABS AND ASPHALT TO BE TIED INTO (E) SITE SO ALL STORM WATER WILL SHEET FLOW AS PLANNED IN OVERALL (E) DEVELOPMENT SITE PL AN LEGEND PROPERTY LINE SETBACKS EASEMENTS NEW CONCRETE SLAB NEW ASPHALT ARCHITECTURAL SITE PLAN KEYNOTES A8 A12 A17 A18 A19 A20 A21 A22 A23 A24 X3 X4 NEW 10'x20' PARKING STALLS - 4" YELLOW STRIPING STEEL PIPE BOLLARDS FILLED WITH CONCRETE AND PAINTED YELLOW NEW 4" ASPHALT ON 6" COMPACTED GRAVEL NEW CONCRETE PAD - 7" CONC. ON 6" COMPACTED CRUSHED GRAVEL - REINF. W/ #4 AT 18" O.C. EA. WAY TRASH COMPACTOR - PROVIDE POWER TRASH BIN (E) CONC. SIDEWALK TO REMAIN (E) CONC. PAD TO REMAIN NEW SLOPED CONCRETE PAD - 7" CONC. ON 6" COMPACTED CRUSHED GRAVEL - REINF. W/ #4 AT 18" O.C. EA. WAY SLOPE CONCRETE DOWN FROM LANDING AT 1:12 MAX SLOPE DEMO (E) CONCRETE SIDEWALK DEMO 12 (E) PARKING STALLS 3213 AS-10210'40' 8' F.V. 5'11'10'5'38'-2"F.V.10'37'10'20'-4" A8 A18A18 A20 A19 A17A17 A17 A17 A21 A22 A18 A17 A17 A17 A17 A17 A17A171211109876 54321321X3 X4 X3 X3 X3 X3 X3 A21 A223"3"TS 8X8 STEEL COLUM, SEE STRUCTURAL BOLLARD BOLLARD NOTES: 1) TYPICAL BOLLARD LAYOUT AT EACH STRUCTURAL CANOPY COLUMN SCALE: 1" = 20'1 ENLARGED ARCHITECTURAL SITE PLAN SCALE: 1" = 20'2 ENLARGED DEMOLITION ARCHITECTURAL SITE PLAN SCALE: 1 1/2"= 1'-0" 3 CANOPY BOLLARD 05/01/2023 IDDATEDESCRIPTION015/1/23AHJ PLAN REVIEW SETSTRUCTURAL MECHANICAL / PLUMBING ELECTRICAL AD-100 CIVIL 305 1st STREET,IDAHO FALLS,ID 83401PH: 208.757.570023012GOODWILL125 VALLEY RIVER DR. #201 REXBURG, ID 83440FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404Original document is on filewith the date and architect signatureOriginal documents signed by:5/1/23Date original documents signed: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 GALLUPFIRST FLOOR DEMOLITION PLANPRELIMINARY FOR REVIEWNOT FOR CONSTRUCTIONDEMOLITION PL AN GENERAL NOTES A. EXTENT OF WORK AREA SHALL BE KEPT CONFINED TO REASONABLE LIMITS REVIEWED BETWEEN CONTRACTOR, ARCHITECT, AND CLIENT. WORK AREA LIMITS SHALL BE CONFINED TO REASONABLE BOUNDARIES NEEDED FOR COMPLETION OF THE WORK. B. EXISTING ELEMENTS TO BE DEMOLISHED ARE SHOWN IN RED, HEAVY LINES, OR DASHED. EXTENT OF DEMOLITION ANTICIPATED WILL BE REVIEWED WITH ARCHITECT PRIOR TO BEGIN OF DEMOLITION WORK. C. DURING DEMOLTION, IF CONDITIONS ARE DISCOVERED THAT VARY FROM ASSUMED ANTICIPATED CONDITIONS DESCRIBED IN THE FULL DOCUMENT SET, CONTRACTOR SHALL CONTACT ARCHITECT AND NOTIFY OF SUCH DEVIATING CONDITIONS. D. ALL WORK THAT IS EXISTING TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION TO MINIMIZE POTENTIAL DAMAGE DURING DEMOLITION AND CONSTRUCTION ACTIVITIES. E. ITEMS SHOWS OR DESCRIBED TO BE SALVAGED FOR REUSE OR SALVAGED TO OWNER, SHALL BE REMOVED CAREFULLY AND PROTECTED TO ALLOW FUTURE REUSE OR REINSTALLATION IN UPDATED CONDITIONS AS PART OF THIS WORK. F. DEMOLITION/CONSTRUCTION WASTE REMOVED DURING DEMOLITION ACTIVITIES SHALL BE REMOVED COMPLETELY FROM THE BUILDING AT REGULAR INCREMENTS. G. PROVIDE SHORING / BRACING FOR EXISTING ELEMENTS TO REMAIN. H. TAKE CARE DURING DEMOLITION AND REMOVAL OF DEMOLISHED MATERIALS TO PREVENT DAMAGE TO EXISTING CONDITIONS INTENDED TO REMAIN I. SAWCUTTING AND SLAB REMOVAL IS REQUIRED THROUGH THE FULL SLAB THICKNESS DEMOLITION PL AN LEGEND DEMO EXISTING PARTITION WALL(S) DEMOLITION PLAN KEYNOTES X1 X2 X3 SAWCUT CMU WALL AND PREP FOR NEW OPENING - SEE DOOR SCHEDULE AND STRUCTURAL SAWCUT NEW OPENING IN CMU FOR NEW TRASH COMPACTOR ACCESS - SEE STRUCTURAL DEMO (E) CONCRETE SIDEWALK 3 3 1 1 A A BB X1 X1 X2 RR RR MECH. MECH.JAN. STORAGE RETAIL WAREHOUSE BREAK ROOM HALL SCALE: 1/8" = 1'-0"1 FIRST FLOOR DEMOLITION PLAN 05/01/2023 IDDATEDESCRIPTION015/1/23AHJ PLAN REVIEW SETSTRUCTURAL MECHANICAL / PLUMBING ELECTRICAL AD-150 CIVIL 305 1st STREET,IDAHO FALLS,ID 83401PH: 208.757.570023012GOODWILL125 VALLEY RIVER DR. #201 REXBURG, ID 83440FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404Original document is on filewith the date and architect signatureOriginal documents signed by:5/1/23Date original documents signed: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 GALLUPFIRST FLOOR DEMO RCPPRELIMINARY FOR REVIEWNOT FOR CONSTRUCTION3 3 1 1 A A BB X5 X6X6 X6 X2 X5 X5 X5 X5 X5 X5 X5 X5 X5 X5 X8 X8 X8 X8 X6 X5 X7 RR RR MECH. MECH.JAN. STORAGE RETAIL WAREHOUSE BREAK ROOM HALL DEMOLITION CEILING GENERAL NOTES A. EXTENT OF WORK AREA SHALL BE KEPT CONFINED TO REASONABLE LIMITS REVIEWED BETWEEN CONTRACTOR, ARCHITECT, AND CLIENT. WORK AREA LIMITS SHALL BE CONFINED TO REASONABLE BOUNDARIES NEEDED FOR COMPLETION OF THE WORK. B. EXISTING ELEMENTS TO BE DEMOLISHED ARE SHOWN IN RED, HEAVY LINES, OR DASHED. EXTENT OF DEMOLITION ANTICIPATED WILL BE REVIEWED WITH ARCHITECT PRIOR TO BEGIN OF DEMOLITION WORK. C. DURING DEMOLTION, IF CONDITIONS ARE DISCOVERED THAT VARY FROM ASSUMED ANTICIPATED CONDITIONS DESCRIBED IN THE FULL DOCUMENT SET, CONTRACTOR SHALL CONTACT ARCHITECT AND NOTIFY OF SUCH DEVIATING CONDITIONS. D. ALL WORK THAT IS EXISTING TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION TO MINIMIZE POTENTIAL DAMAGE DURING DEMOLITION AND CONSTRUCTION ACTIVITIES. E. ITEMS SHOWS OR DESCRIBED TO BE SALVAGED FOR REUSE OR SALVAGED TO OWNER, SHALL BE REMOVED CAREFULLY AND PROTECTED TO ALLOW FUTURE REUSE OR REINSTALLATION IN UPDATED CONDITIONS AS PART OF THIS WORK. F. DEMOLITION/CONSTRUCTION WASTE REMOVED DURING DEMOLITION ACTIVITIES SHALL BE REMOVED COMPLETELY FROM THE BUILDING AT REGULAR INCREMENTS. G. PROVIDE SHORING / BRACING FOR EXISTING ELEMENTS TO REMAIN. H. TAKE CARE DURING DEMOLITION AND REMOVAL OF DEMOLISHED MATERIALS TO PREVENT DAMAGE TO EXISTING CONDITIONS INTENDED TO REMAIN I. SAWCUTTING AND SLAB REMOVAL IS REQUIRED THROUGH THE FULL SLAB THICKNESS DEMOLITION CEILING LEGEND DEMO EXISTING CEILING FINISHES AND PREP FOR NEW CEILING MATERIAL DEMO EXISTING CEILING FINISHES AND CEILING STRUCTURE, SEE STRUCTURAL DEMO EXISTING WALL EXISTING AIR DIFFUSER TO REMAIN EXISTING LIGHT FIXTURE TO REMAIN EXISTING RETURN GRILLE TO REMAIN EXISTING ROOF ACCESS TO REMAIN EXISTING FIRE SPRINKLER HEAD TO REMAIN U.N.O. EXIT SIGN DEMO RCP KEYNOTES A3 A4 A15 X5 X6 X7 X8 (E) EXIT SIGN TO REMAIN (E) EXIT SIGN TO BE RELOCATED HERE MODIFY (E) SPRINKLER HEADS AT THESE NEW FRAMED ROOMS, TYP. (E) LIGHT FIXTURES TO BE RELOCATED AS NEEDED FOR NEW CEILING GRID (E) SUPPLY DIFFUSERS TO BE RELOCATED AS NEEDED FOR NEW CEILING GRID (E) RETURN REGISTER TO BE RELOCATED AS NEEDED FOR NEW CEILING GRID DEMO & RELOCATE LIGHTING SCALE: 1/8" = 1'-0"1 FIRST FLOOR DEMO RCP 05/01/2023 IDDATEDESCRIPTION015/1/23AHJ PLAN REVIEW SETSTRUCTURAL MECHANICAL / PLUMBING ELECTRICAL A -100 CIVIL 305 1st STREET,IDAHO FALLS,ID 83401PH: 208.757.570023012GOODWILL125 VALLEY RIVER DR. #201 REXBURG, ID 83440FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404Original document is on filewith the date and architect signatureOriginal documents signed by:5/1/23Date original documents signed: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 GALLUPFIRST FLOOR PLANPRELIMINARY FOR REVIEWNOT FOR CONSTRUCTIONFLOOR PL AN GENERAL NOTES A. ALL DIMENSIONS ARE SHOWN TO THE FACE OF WALL FRAMING UNLESS SPECIFICALLY NOTED OTHERWISE B. HINGE SIDE OF DOOR SHALL BE LOCATED 4" TO INSIDE CORNER OF INTERSECTING WALLS UNLESS SPECIFICALLY NOTED OTHERWISE C. SEE G-105 FOR TYPICAL DETAILS PERTAINING TO STANDARD HANDRAILS COMPLIANCE, GRAB BAR BACKING, DOOR STOP BACKING, RECESSED FIRE CABINETS AND STAGGERED OUTLET DETAILS. FLOOR PL AN LEGEND ROOM NAME ROOM NUMBER ROOM AREA FLOOR PLAN KEYNOTES A1 A2 A7 A10 A11 A13 A16 A28 (E) FIRE EXTINGUISHER TO REMAIN RELOCATE (E) FIRE EXTINGUISHER NEAR BREAK ROOM DOOR INFILL (E) DOOR OPENING WITH METAL STUD WALL FRAMING 16" O.C. AND PLANE OUT FLUSH TO MATCH ADJACENT (E) CONDITIONS ALIGN NEW WALL WITH (E) COLUMN ALIGN NEW WALL WITH (E) WALL PATCH AND REPAIR WALL TO MATCH ADJACENT FINISHES HEADER @ 10'-0" A.F.F. SEAL AROUND NEW TRASH ENCLOSURE OPENING 101 b 101 a 101 d 101 c 109 A 111 110 3 3 2 2 1 1 A A BB 12'-4"7'-4"5'-0"7'-7 1/2"7'-7 1/2"1 A-301 1 A-301 3 A-301 3 A-301 1 A-201 2 A-201 S6 S6 S4 S4 S4 S4 S4 A7 A11 A10 A13 A13 A13 A13 A13 A13A13A13 A13A13 A13 A16 A28 HEADER@ 10'-0"RETAIL 100 HALL 108 RR 107 RR 106 MECH. 105 MECH. 103 JAN. 104 BREAK ROOM 102 PRODUCTION 101 OFFICE 111 CASH 110 SERVER 109 X-W6F1 S3F2-S FRAMED ASSEMBLIES LEGEND PREFIX -MATERIAL THICKNESS FIRE RATING X Exterior Wall C Concrete S Steel W Wood M Masonr y E LSL F.5 0.5 hours F1 1 hours F2 2 hours F3 3 hours NOTE 1.ASSEMBLIES WITHOUT A PREFIX ARE TO BE INTERIOR WALLS. 2."THICKNESS" TO BE THE NOMINAL SIZE INDICATED IN THE ASSEMBLIES TYPE. FOR METAL FRAMING SIZING REFER TO ACCOMPANYING SCHEDULE. 3. ALL WALLS ARE TO BE FULL HEIGHT UNLESS NOTED OTHERWISE *PARTIAL HEIGHT WALL TO BE 6" ABOVE FINISHED CEILING UNLESS INDICATED OTHERWISE - SUFFIX S Sound Insulation EXAMPLES: EXTERIOR WOOD FRAMED 2X6 SHEAR WALL, 1HR FIRE RATING INTERIOR STEEL FRAMED 3.625" STUD, 2HR FIRE RATING, SOUND INSULATION T Thermal Insulation P * Partial Height sh Sheathing 4 362 (3 5/8") C Ceilings 6 600 (6") SCALE: 1/8" = 1'-0"1 FIRST FLOOR PLAN 05/01/2023 IDDATEDESCRIPTION015/1/23AHJ PLAN REVIEW SETSTRUCTURAL MECHANICAL / PLUMBING ELECTRICAL A -121 CIVIL 305 1st STREET,IDAHO FALLS,ID 83401PH: 208.757.570023012GOODWILL125 VALLEY RIVER DR. #201 REXBURG, ID 83440FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404Original document is on filewith the date and architect signatureOriginal documents signed by:5/1/23Date original documents signed: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 GALLUPROOF PLANPRELIMINARY FOR REVIEWNOT FOR CONSTRUCTION3 3 2 2 1 1 A A BB 1 A-301 1 A-301 3 A-301 3 A-301 1 A-201 2 A-201 SLOPE 1:12A26 A25A25 DOWNSPOUT ROOF PL AN GENERAL NOTES A. OWNER TO SELECT ROOFING COLOR FROM MANUFACTURERS FULL COLOR PALLET B. NEW DRIVE THRU CANOPY IS NOT TO CONNECT OR TOUCH (E) EXISTING BUILDING ROOF PL AN LEGEND STANDING SEAM METAL ROOF GUTTER ROOF PLAN KEYNOTES A25 A26 DOWNSPOUT GUTTER SCALE: 1/8" = 1'-0"1 ROOF PLAN 05/01/2023 IDDATEDESCRIPTION015/1/23AHJ PLAN REVIEW SETSTRUCTURAL MECHANICAL / PLUMBING ELECTRICAL A -150 CIVIL 305 1st STREET,IDAHO FALLS,ID 83401PH: 208.757.570023012GOODWILL125 VALLEY RIVER DR. #201 REXBURG, ID 83440FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404Original document is on filewith the date and architect signatureOriginal documents signed by:5/1/23Date original documents signed: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 GALLUPFIRST FLOOR RCPPRELIMINARY FOR REVIEWNOT FOR CONSTRUCTION3 3 2 2 1 1 A A BB 1 A-301 1 A-301 3 A-301 3 A-301 1 A-201 2 A-201 A16 A27 A27 A27 RETAIL 100 CLG 12'-10" HALL 108 CLG 12'-2" RR 107 CLG 8'-3" RR 106 CLG 8'-3" MECH. 105 CLG 8'-3" MECH. 103 CLG 8'-3" JAN. 104 CLG 8'-3" BREAK ROOM 102 CLG 10'-2" PRODUCTION 101 CLG 12'-10" OFFICE 111 CLG 10'-0" CASH 110 CLG 10'-0" SERVER 109 CLG 10'-0" OFFICE 108 95 SF CLG 10' CEILING HEIGHT SQUARE FOOTAGE ROOM NUMBER CEILING PL AN GENERAL NOTES A. SEE B2/G-105 & B1/G-105 FOR TYPICAL CEILING GRID DETAILS CEILING PL AN LEGEND GYPSUM BOARD CEILING 2'X2' ACCOUSTICAL CEILING TILE 2'X4' ACCOUSTICAL CEILING TILE CAN LIGHT, SEE ELECTRICAL SUSPENDED LIGHT, SEE ELECTRICAL 1'X4' LIGHT, SEE ELECTRICAL 2'X4' CEILING GRID LIGHT, SEE ELECTRICAL VANITY LIGHT, SEE ELECTRICAL EXHAUST VENT, SEE MECHANICAL SUPPLY DIFFUSER, SEE MECHANICAL RETURN VENT, SEE MECHANICAL RCP KEYNOTES A3 A4 A14 A15 A16 A27 (E) EXIT SIGN TO REMAIN (E) EXIT SIGN TO BE RELOCATED HERE NEW CEILING GRID TO TIE INTO AND MATCH (E) CEILING GRID - THIS ROOM TO RECIEVE NEW ACOUSTICAL CEILING TILES MODIFY (E) SPRINKLER HEADS AT THESE NEW FRAMED ROOMS, TYP. HEADER @ 10'-0" A.F.F. NEW EXTERIOR CANOPY LIGHTS DESIGN / BUILD BY G.C. SCALE: 1/8" = 1'-0"1 FIRST FLOOR RCP 05/01/2023 IDDATEDESCRIPTION015/1/23AHJ PLAN REVIEW SETSTRUCTURAL MECHANICAL / PLUMBING ELECTRICAL A -201 CIVIL 305 1st STREET,IDAHO FALLS,ID 83401PH: 208.757.570023012GOODWILL125 VALLEY RIVER DR. #201 REXBURG, ID 83440FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404Original document is on filewith the date and architect signatureOriginal documents signed by:5/1/23Date original documents signed: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 GALLUPEXTERIOR ELEVATIONSPRELIMINARY FOR REVIEWNOT FOR CONSTRUCTIONB A 101 b A20A19 A12 A12 A26 A25 BUILDING ELEVATION GENERAL NOTES A. BUILDING ELEVATION LEGEND BUILDING ELEVATION KEYNOTES A9 A12 A19 A20 A25 A26 A29 STEEL COLUMNS - SEE STRUCTURAL STEEL PIPE BOLLARDS FILLED WITH CONCRETE AND PAINTED YELLOW TRASH COMPACTOR - PROVIDE POWER TRASH BIN DOWNSPOUT GUTTER O.F.C.I. SIGN - PROVIDE POWER - COORD. W/ OWNER 3 2 101 a A25 A9A9 A9 A26 A25 A29 A19 A20 SCALE: 1/8" = 1'-0"1 NORTH ELEVATION SCALE: 1/8" = 1'-0"2 WEST ELEVATION 05/01/2023 IDDATEDESCRIPTION015/1/23AHJ PLAN REVIEW SETSTRUCTURAL MECHANICAL / PLUMBING ELECTRICAL A -301 CIVIL 305 1st STREET,IDAHO FALLS,ID 83401PH: 208.757.570023012GOODWILL125 VALLEY RIVER DR. #201 REXBURG, ID 83440FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404Original document is on filewith the date and architect signatureOriginal documents signed by:5/1/23Date original documents signed: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 GALLUPBUILDING SECTIONSPRELIMINARY FOR REVIEWNOT FOR CONSTRUCTION2 3 3 A-351 C3 A-501 A3 A-501 BUILDING SECTION GENERAL NOTES A. ALL EXTERIORS WALLS TO CONSIST OF R-22 MIN. BLOW IN CELLULOSE. INSULATION TO FILL THE FULL CAVITY AND IS TO BE CONTINUOUS THROUGHT THE ENTIRE STUD CAVITY. B. R-49 MIN. BLOW IN CELLULOSE ROOF INSULATION. INSULATION TO BE CONTINUOUS THROUGUTH THE ENTIRE ROOF. BUILDING SECTION KEYNOTES A25 A26 A29 DOWNSPOUT GUTTER O.F.C.I. SIGN - PROVIDE POWER - COORD. W/ OWNER 2 6 A-301 5 A-301 A B1 A-351 2 A-351 METAL FLASHING CAP W/ 1/2" DRIP EDGE 3 5/8" METAL STUD FRAMING 16" O.C. METAL SIDING - BASIS OF DESIGN MBCI METAL SIDING "J" TRIM EA. SIDE METAL COVER TRIM SIGN - PROVIDE POWER - SEE ELECTRICAL STEEL COLUMN - SEE STRUCTURAL STEEL BEAM - SEE STRUCTURAL STEEL "Z" GIRT- SEE STRUCTURAL FLASH ALONG WALL AND CANOPY ROOF LINE METAL SIDING - BASIS OF DESIGN MBCI STEEL BEAM - SEE STRUCTURAL EXISTING BUILDING WALL TO REMAIN METAL ROOFING - SEE STRUCTURAL FOR BASIS OF DESIGN STEEL BEAM - SEE STRUCTURAL STEEL COLUMN - SEE STRUCTURAL TS 8X8 STEEL COLUM, SEE STRUCTURAL 4" DIA. EXTRA STRONG PIPE BOLLARD CONCRETE SLAB CONCRETE FOOTING, SEE STSRUCTURAL 4" DIA. EXTRA STRONG PIPE BOLLARD SEE STRUCTURAL 4'-6"9"SCALE: 1/8" = 1'-0"1 BUILDING SECTION A.5 SCALE: 1/8" = 1'-0" 2 PARTIAL SECTION 2 SCALE: 1/8" = 1'-0" 3 BUILDING SECTION 2 SCALE: 3/4" = 1'-0" 5 SIGN SOFFIT DETAIL SCALE: 3/4" = 1'-0" 4 CANOPY TO WALL FLASHING SCALE: 3/8" = 1'-0" 6 CANOPY BALLARD SECTION DETAIL 05/01/2023 IDDATEDESCRIPTION015/1/23AHJ PLAN REVIEW SETSTRUCTURAL MECHANICAL / PLUMBING ELECTRICAL A -351 CIVIL 305 1st STREET,IDAHO FALLS,ID 83401PH: 208.757.570023012GOODWILL125 VALLEY RIVER DR. #201 REXBURG, ID 83440FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404Original document is on filewith the date and architect signatureOriginal documents signed by:5/1/23Date original documents signed: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 GALLUPWALL SECTIONSPRELIMINARY FOR REVIEWNOT FOR CONSTRUCTIONA 4 A-301 C2 A-501 A2 A-501 4 A-351 2 C1 A-501 4 A-351 WALL TYPE PER PLANS INSULATION DEFLECTION TOP TRACK EXISTING TRUSSES SCALE: 1/2" = 1'-0" 1 WALL SECTION BS2/A SCALE: 1/2" = 1'-0" 2 WALL SECTION BS2/A.7 SCALE: 1/2" = 1'-0" 3 BUILDING SECTION A.5 SCALE: 1 1/2"= 1'-0" 4 TOP OF WALL TRACK DETAIL 05/01/2023 IDDATEDESCRIPTION015/1/23AHJ PLAN REVIEW SETSTRUCTURAL MECHANICAL / PLUMBING ELECTRICAL CIVIL A -501305 1st STREET,IDAHO FALLS,ID 83401PH: 208.757.570023012GOODWILL125 VALLEY RIVER DR. #201 REXBURG, ID 83440Original document is on filewith the date and architect signatureOriginal documents signed by:5/1/23Date original documents signed: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.DOOR & WINDOW DETAILSPRELIMINARY FOR REVIEWNOT FOR CONSTRUCTIONFROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404 JONATHAN GALLUPWALL THICKNESS + 1" WALL ASSEMBLY PER PLANS CAULK AROUND ENTIRE PERIMETER EA. SIDE, TYP. DOOR PER SCHEDULE FRAME PER SCHEDULE WALL ASSEMBLY PER PLANS CAULK AROUND ENTIRE PERIMETER EA. SIDE, TYP. DOOR PER SCHEDULE FRAME PER SCHEDULE STEEL JAMB - SEE STRUCTURAL CAULK AROUND ENTIRE PERIMETER EA. SIDE, TYP. EXISTING WALL DOOR PER SCHEDULE BOLT - SEE STRUCTURAL STEEL JAMB - SEE STRUCTURAL STEEL JAMB - SEE STRUCTURAL CAULK AROUND ENTIRE PERIMETER EA. SIDE, TYP. EXISTING WALL DOOR PER SCHEDULE BOLT - SEE STRUCTURAL STEEL JAMB - SEE STRUCTURAL STEEL BEAM - SEE STRUCTURAL PLATE WASHER - SEE STRUCTURAL BOLT - SEE STRUCTURAL PAINT CAULK AROUND ENTIRE PERIMETER EA. SIDE, TYP. EXISTING WALL DOOR PER SCHEDULE SOLID GROUT - SEE STRUCTURAL EXISTING CONCRETE WEATHER STRIP DOOR PER SCHEDULE EXISTING CONCRETE WEATHER STRIP DOOR PER SCHEDULE STEEL BEAM - SEE STRUCTURAL PLATE WASHER - SEE STRUCTURAL BOLT - SEE STRUCTURAL PAINT CAULK AROUND ENTIRE PERIMETER EA. SIDE, TYP. EXISTING WALL WEATHER STRIP DOOR PER SCHEDULE SOLID GROUT - SEE STRUCTURAL SCALE: 1 1/2"= 1'-0" C1 INT. DOOR HEADER SCALE: 1 1/2"= 1'-0" B1 INT. DOOR JAMB SCALE: 1 1/2"= 1'-0" B2 EXT. JAMB DETAIL @ SF SCALE: 1 1/2"= 1'-0" B3 EXT. ROOLUP DOOR JAMB SCALE: 1 1/2"= 1'-0" C2 EXT. HEADER DETAIL @ SF SCALE: 1 1/2"= 1'-0" A2 EXT. SILL DETAIL @ SF SCALE: 1 1/2"= 1'-0" A3 EXT. ROOLUP DOOR SILL SCALE: 1 1/2"= 1'-0" C3 EXT. ROOLUP DOOR HEADER 05/01/2023 IDDATEDESCRIPTION015/1/23AHJ PLAN REVIEW SETSTRUCTURAL MECHANICAL / PLUMBING ELECTRICAL A -601 CIVIL 305 1st STREET,IDAHO FALLS,ID 83401PH: 208.757.570023012GOODWILL125 VALLEY RIVER DR. #201 REXBURG, ID 83440FROST STRUCTURAL ENGINEERING 1020 LINCOLN RD IDAHO FALLS, ID 83401 PHONE: (208) 227-8404Original document is on filewith the date and architect signatureOriginal documents signed by:5/1/23Date original documents signed: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 GALLUPDOOR & WINDOW SCHEDULEPRELIMINARY FOR REVIEWNOT FOR CONSTRUCTIONSCALE: 1:0.01P-Lever Design DOOR GENERAL NOTES A. INTERIOR DOORS TO BE TRIMMED TO A CLEARANCE OF 1/2" OFF FINISHED FLOOR SURFACE EXCEPT FOR RESTROOM DOORS - RESTROOM DOORS TO BE TRIMMED 1" OFF FINISHED FLOOR SURFACE B. DUE TO MULTIPLE USE, SOME OF THE DETAILS REFFERED TO IN THE DOOR SCHEDULE ARE REVERSED AND/OR TURNED FROM THE DIRECTION SHOWN ON THE FLOOR PLAN. THE GENERAL INTENT OF DETAILS SHALL IN ALL CASES BE FOLLOWED AND THE ARCHITECT CONSULTED SHOULD QUESTIONS ARISE. C. ALL DOORS, DOOR FINISHES, HARDWARE TYPES, HARDWARE FINISHES, FLOOR FINISHES, AND WALL FINISHES SHALL BE REVIWED AND VERIFIED BY THE OWNER. D. REFER TO FLOOR PLAN A-101 FOR DOOR LOCATIONS E. INTERIOR DOORS ARE TO BE ADA COMPLIANT AND TO RECEIVE LEVER HANDLE HARDWARE. F. PROVIDE SIGNAGE FOR MEN AND WOMEN RESTROOMS. SIGN TO BE MOUNTED 60" HIGH ON WALL, 9" FROM LATCH SIDE OF DOOR. DOOR HARDWARE NOTES: 1. HARDWARE FINISH BY OWNER 2. TYPICAL HINGE SIZE TO BE 4.5 X 4.5, ALL DOORS 3'6" OR WIDER TO HAVE 5 X 4.5 HINGES. 3. ALL DOOR HARDWARE SHALL BE MOUNTED 36" ABOVE FINISH FLOOR, U.N.O. 4. WHEN APPLICABLE CARD READERS TO BE LOCATED WITHIN 18" OF DOOR STRIKE. 5. PER. ADA 404.2.8.A, INSTALL CLOSERS SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE DOOR WILL TAKE AT LEAST 5 SECONDS TO MOVE TO A POSITION 12 DEGREES FROM THE LATCH. 6. DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS REQUIRED TO BE ACCESSIBLE BY CHAPTER 11 OF THE IBC SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. SEE P-LEVER DESIGN BELOW DOOR SCHEDULE ID 101 101 101 101 109 110 111 a b c d ROOM NAME PRODUCTION PRODUCTION PRODUCTION PRODUCTION SERVER CASH OFFICE DOOR LEAF NOMINAL WIDTH 6'-0" 8'-0" 3'-0" 6'-0" 3'-0" 3'-0" 3'-0" NOMINAL HEIGHT 7'-0" 10'-0" 7'-0" 8'-0" 7'-0" 7'-0" 7'-0" LEAF THICKNESS 1 3/4" 1.750" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" MATERIAL ALUM / GLASS INSULATED METAL SOLID CORE WOOD ELIASON DOORS SOLID CORE WOOD SOLID CORE WOOD SOLID CORE WOOD FINISH FACTORY FINISH FACTORY FINISH COORD. W/ OWNER FACTORY FINISH COORD. W/ OWNER COORD. W/ OWNER COORD. W/ OWNER TYPE (SEE DOOR LEGEND) FULL GLASS OVHD COIL FLUSH NARROW GLASS FLUSH FLUSH FLUSH DOOR FRAME MATERIAL AL NA HM HM HM HM HM FINISH PAINT PAINT PAINT PAINT PAINT PAINT HEAD DETAIL C2/A-501 C3/A-501 C1/A-501 C1/A-501 C1/A-501 C1/A-501 C1/A-501 JAMB DETAIL B2/A-501 B3/A-501 B1/A-501 B1/A-501 B1/A-501 B1/A-501 B1/A-501 SILL DETAIL A2/A-501 A3/A-501 - - - - - FUNCTION Entrance Entrance Passage Passage Storeroom Privacy Office REMARKS DOUBLE ACTING DOOR LEAF TYPE FLUSH FULL GLASS NARROW GLASS OVHD COIL VIEW TEMPERED DOOR LEGEND WINDOW SCHEDULE ID A WIDOW SIZE NOMINAL WIDTH 4'-0" NOMINAL HEIGHT 4'-0" TYPE Fixed HEAD DETAIL C3/A-501 JAMB DETAIL B3/A-501 SILL DETAIL A3/A-501 REMARKS ID A WINDOW TYPE Fixed VIEW NOTES WINDOW LEGEND 05/01/2023