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HomeMy WebLinkAboutPLANS - 18-00335 - 12 W Main Ste 1 - Department of Corrections Tenant Improvement06/19/2018 MA R K DA T E DE S C R I P T I O N 01 6 /19 /20 1 8 FI N A L CD 'S AH J SE T STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL SHEET 1 OF 8 G-001 CIVIL #Co n t a c t Ad d r e s s 1 , #Co n t a c t Ci t y ,#Co n t a c t St a t e #Co n t a c t Po s t c o d e PH : 20 8 2 2 1 5 3 3 3 COVER SHEET DE P A R T M E N T OF CO R R E C T I O N S 12 W MA I N ST R E E T UN I T 1 RE X B U R G ID 83 2 0 1 JO N A T H A N GA L L U P Or i g i n a l do c u m e n t is on fi l e wi t h th e da t e an d ar c h i t e c t si g n a t u r e Or i g i n a l do c u m e n t s si g n e d by : 6 /19 /20 1 8 Da t e or i g i n a l do c u m e n t s si g n e d : TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 1 8 RE S I N AR C H I T E C T U R E , LL C . TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 1 8 RE S I N AR C H I T E C T U R E , LL C . COVER SHEET & GENERAL INFO LIFE SAFETY DEMOLITION FLOOR & RCP PLANS ELEVATIONS G-001 G-002 G-401 CC-100 AD101 A-101 AF-101 A-251 COVER SHEET GENERAL NOTES ACCESSIBILITY COMPLIANCE LIFE SAFETY PLAN DEMOLITION FLOOR & CEILING PLANS FLOOR & CEILING PLANS FINISH FLOOR PLAN INTERIOR ELEVATIONS & DETAILS Issued DESIGN TEAM ARCHITECTURAL RESIN ARCHITECTURE 520 SHOUP AVE. IDAHO FALLS, ID 83402 Tel: (208) 757-5700 CONTACT: JONATHAN GALLUP GENERAL CONTRACTOR BUTLER BUILDERS 209 E CLARK STREET POCATELLO, ID 83201 Tel: (208) 221-5333 CONTACT: JEFF BUTLER N W MAIN STREET S CENTER STREET E MAIN STREET N CENTER STREET W 1ST N E 1ST N N 1ST W S 1ST W PROJECT SITE DEPARTMENT OF CORRECTIONS TENANT IMPROVEMENT 06/19/2018 MA R K DA T E DE S C R I P T I O N 01 6 /19 /20 1 8 FI N A L CD 'S AH J SE T STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL SHEET 2 OF 8 G-002 CIVIL #Co n t a c t Ad d r e s s 1 , #Co n t a c t Ci t y ,#Co n t a c t St a t e #Co n t a c t Po s t c o d e PH : 20 8 2 2 1 5 3 3 3 GENERAL NOTES DE P A R T M E N T OF CO R R E C T I O N S 12 W MA I N ST R E E T UN I T 1 RE X B U R G ID 83 2 0 1 JO N A T H A N GA L L U P Or i g i n a l do c u m e n t is on fi l e wi t h th e da t e an d ar c h i t e c t si g n a t u r e Or i g i n a l do c u m e n t s si g n e d by : 6 /19 /20 1 8 Da t e or i g i n a l do c u m e n t s si g n e d : TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 1 8 RE S I N AR C H I T E C T U R E , LL C . TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 1 8 RE S I N AR C H I T E C T U R E , LL C . GENERAL NOTES STANDARD ABBREVIATIONS 007 05 1 #DrgID #LayID #DrgID SECTION MARKER GRID BUBBLE DOOR TAG - SEE SCHEDULE WINDOW TAG - SEE SCHEDULE INTERIOR ELEVATION MARKER ENLARGED PLAN MARKER SYMBOLS 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 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. LIMIT OF CONSTRUCTION: 13. 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: 14. 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: 15. 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: 16. 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: 17. 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). 18. 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: 19. 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). 20. 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. 21. 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). 22. 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: 23. 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: 24. 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. 25. 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: 26. 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: 27. 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: 28. 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. 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 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 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 06/19/2018 MA R K DA T E DE S C R I P T I O N 01 6 /19 /20 1 8 FI N A L CD 'S AH J SE T STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL SHEET 3 OF 8 G-401 CIVIL #Co n t a c t Ad d r e s s 1 , #Co n t a c t Ci t y ,#Co n t a c t St a t e #Co n t a c t Po s t c o d e PH : 20 8 2 2 1 5 3 3 3 ACCESSIBILITY COMPLIANCE DE P A R T M E N T OF CO R R E C T I O N S 12 W MA I N ST R E E T UN I T 1 RE X B U R G ID 83 2 0 1 JO N A T H A N GA L L U P Or i g i n a l do c u m e n t is on fi l e wi t h th e da t e an d ar c h i t e c t si g n a t u r e Or i g i n a l do c u m e n t s si g n e d by : 6 /19 /20 1 8 Da t e or i g i n a l do c u m e n t s si g n e d : TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 1 8 RE S I N AR C H I T E C T U R E , LL C . TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 1 8 RE S I N AR C H I T E C T U R E , LL C . FTGM PTD-SLSD-V MEDICAL GASALARM PANEL FEC OR FHVCABINET ELECTRICALPANEL BOARD(NON-PROTRUDING) ELECTRICALPANEL BOARD(PROTRUDING) WALLMOUNTEDEXIT SIGN ATEXIT DOOR EXIT EXIT LO C A T E 3 " AB O V E DO O R FR A M E WH E N DI M . AB O V E DO O R HE A D IS 12 " OR GR E A T E R WALL MTD.TELEPHONEJACK DUPLEXOUTLETLIGHTSWITCHCARD READER,KEYPAD, CARDREADER/KEYPADCOMBO, LOCALALARM, ORARMING STATION SPECIALPURPOSEOUTLETS THERMOSTAT ORFIRE ALARMMANUAL FIREALARMPULLSTATION PUSHPLATE SURFACEMTD. PAPERTOWEL DISP. GRAB BAR HAND DRYER FEMININE NAPKIN DISPENSER LIQUID SOAP DISPENSER SANITARY NAPKIN DISPOSAL; PAPER TOWEL DISPENSER TOILET SEAT COVER HD.... FND.... GB.... LSD.... SNDR.... PTD.... TSCD.... TPDR....TOILET PAPER DISPENSER; RECESSED TGM....TEMPERED GLASS MIRROR RECESSED DISPENSER RECESSED WRR....WASTE RECEPTACLE; TSCD TPDR SNDR GBGB PTD/WRR PTD FIN. FLR OPERABLE PARTOF ACCESSORYSHALL BE WITHINAREA SHOWNSHADED, U.O.N.FND HDLSD TGM INFANTCHANGINGTABLE TYP. LIQUIDSOAP & PAPERTOWEL DISP. TYP. LIQUIDSOAP & PAPERTOWEL DISP. FRAMED TEMPERED GLASS MIRROR LIQUID SOAP DISPENSERLSD-V... FTGM... INSUL. DRAIN &HOT WATERSUPPLY PIPES FE OR GR E A T E R AL I G N W / TO P OF AD J A C E N T FR A M E MO U N T ON ST R I K E SI D E WH E N DI M . AB O V E DO O R HE A D IS < 12 " 3 '-2 " 11"11" 3 '-2 " 3 '-9 3 /4 " 3 '-7 3 /4 " 8"8" 2 '-9 1 /2 " 3 '-6 " 1 '-5 "44 " MA X 2 ' - 10 " TY P . 6" MAX 12" MAX 3" MAX 1 1 /2 " MI N 1'-0" 3' - 0" +/- 24" MIN 1 '-7 " 24 " MI N 3 ' - 4 " MA X 3 '-4 " 24 " MI N 3 ' - 4 " MA X 4 '-0 " 3 '-9 " 4 '-0 " 4 '-0 " 4 '-0 " 4 '-6 " 1'-0" 4 '-0 " 6 '-6 " 2 ' - 3 " MA X 5 '-9 " 1 '-0 " 3 " 1 '-0 " EQ EQ 17 "- 19 "2 '-10 " 3 " - 6 " 1 ' - 6 " 0' - 4" 1'-0" FRONT APPROACH, PUSH SIDEFRONT APPROACH, PULL SIDE HINGE APPROACH, PULL SIDE HINGE APPROACH, PULL SIDE HINGE APPROACH, PUSH SIDE LATCH APPROACH, PULL SIDE LATCH APPROACH, PUSH SIDE 4 '-0 " 5 '-0 "1'-6" 5 '-0 "3'-0" 4 '-6 "3'-6" 1'-0" 3 '-6 "1'-10"2'-0" 3 '-6 " 4 '-0 "2'-0" REQUIRED ADA DOOR CLEARANCE 1 '-6 " FRAME TEMPERED GLASS MIRROR 3' - 0" 3' - 6" NOT TO SCALE1ACCESSIBILITY COMPLIANCE 06/19/2018 MA R K DA T E DE S C R I P T I O N 01 6 /19 /20 1 8 FI N A L CD 'S AH J SE T STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL SHEET 4 OF 8 CC-100 CIVIL #Co n t a c t Ad d r e s s 1 , #Co n t a c t Ci t y ,#Co n t a c t St a t e #Co n t a c t Po s t c o d e PH : 20 8 2 2 1 5 3 3 3 LIFE SAFETY PLAN DE P A R T M E N T OF CO R R E C T I O N S 12 W MA I N ST R E E T UN I T 1 RE X B U R G ID 83 2 0 1 JO N A T H A N GA L L U P Or i g i n a l do c u m e n t is on fi l e wi t h th e da t e an d ar c h i t e c t si g n a t u r e Or i g i n a l do c u m e n t s si g n e d by : 6 /19 /20 1 8 Da t e or i g i n a l do c u m e n t s si g n e d : TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 1 8 RE S I N AR C H I T E C T U R E , LL C . TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 1 8 RE S I N AR C H I T E C T U R E , LL C . 43' 43' 34' F.E. 3 3 3 1 1 2 3 OFFICE 108 97 SF 100 1 OFFICE 109 100 SF 100 1 OFFICE 110 127 SF 100 2 OFFICE 103 100 SF 100 1 OFFICE 102 106 SF 100 2 OFFICE 101 149 SF 100 2 LOBBY 100 97 SF 100 1 GROUP ROOM 112 181 SF 100 2 HALL 111 298 SF 0 0 (E) RR 107 46 SF 0 0 COPY/FILE 105 75 SF 100 1 KITCHENETTE 104 84 SF 200 1 (E) RR 106 45 SF 0 0 LIFE SAFETY KEYED NOTES ALL NOTES MAY NOT APPLY TO THIS SHEET 1. (E) EXIT SIGN 2. NEW FIRE EXTINGUISHER 3. NEW EXIT SIGN MEN'S RR 001 83 SF 0 0 ROOM AREA OCCUPANT LOAD FACTOR TOTAL OCCUPANTS LIFE SAFETY LEGEND Code Analysis Summary - 18029 Department of Corrections Building Codes:2015 International Building Code 2015 International Mechanical Code 2015 International Energy Conservation Code 2015 International Plumbing Code 2015 International Energy Conservation Code 2017 National Electrical Code (NEC) Building Occupancy / Use Classification Historical Use - Original Existing Use (Section 303.3)Restaurant existing A-2 Proposed Use (Section 304.1)Business proposed B Building Height and Area Proposed Actual (s.f.) Allowed by IBC (s.f.) Construction Type Type VB Not Sprinklered Total Building Footprint (506.2)1,594 SF 9,000 SF Allowable Height (Table 504.3 & 504.4): Business proposed (E) 1 story 2 story (E) 20' height 40' height Fire Protection Systems Automatic Sprinkler Systems:None Portable Fire Extinguishers (906):75' Max Every 75' Fire Alarm and Detection System (907.2.7):None Occupant Load (Table 1004.1.2)Use Area/Occ.Area Total Occ. Use “B"Offices 100 1205 13 Egress Capacity Required Provided Other Egress (.2”/occupant):Section 1005.3.2 32"2 @ 36" Plumbing Fixtures Required (Table 2902.1) Business Occupancy 1 per #Required Provided Male & Female W.C.25 1 2 existing Urinals 0 0 0 Lavatories 40 1 2 existing Service Sink 1 0 1 existing N SCALE: 1/4" = 1'-0"1 LIFE SAFETY PLAN 06/19/2018 MA R K DA T E DE S C R I P T I O N 01 6 /19 /20 1 8 FI N A L CD 'S AH J SE T STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL SHEET 5 OF 8 AD101 CIVIL #Co n t a c t Ad d r e s s 1 , #Co n t a c t Ci t y ,#Co n t a c t St a t e #Co n t a c t Po s t c o d e PH : 20 8 2 2 1 5 3 3 3 DEMOLITION FLOOR & CEILING PLANS DE P A R T M E N T OF CO R R E C T I O N S 12 W MA I N ST R E E T UN I T 1 RE X B U R G ID 83 2 0 1 JO N A T H A N GA L L U P Or i g i n a l do c u m e n t is on fi l e wi t h th e da t e an d ar c h i t e c t si g n a t u r e Or i g i n a l do c u m e n t s si g n e d by : 6 /19 /20 1 8 Da t e or i g i n a l do c u m e n t s si g n e d : TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 1 8 RE S I N AR C H I T E C T U R E , LL C . TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 1 8 RE S I N AR C H I T E C T U R E , LL C . 1 A-251 1717 7 1 1 1 3 1 1 11 1 18 18 3 1 1 1 14 15 22 2 2 5 46 2 2 6 3 3 3 3 3 3 3 3 9 9 16 9 9 9 9 9 9 9 16 16 12 12 12 12 13 12 12 11 10 101010 10101010 101010 10 10 10 10 10 10 10 10 1010 101010 DEMOLITION KEY NOTES 1. DEMO WALL 2. DEMO AND RELOCATE OUTLET 3. DEMO DOOR 4. DEMO AND RELOCATE LIGHT SWITCH 5. DEMO FLOOR SINK, CAP AND PATCH FLOOR 6. DEMO AND CAP PLUMBING LINE, PATCH FLOOR 7. DEMO COUNTER 8. DEMO AND CAP SINK PLUMBING LINES, PATCH FLOOR 9. DEMO ACOUSTIC CEILING TILE AND GRID 10. DEMO LIGHT FIXTURE 11. DEMO HOOD 12. DEMO REGISTER AND RELOCATE IN NEW CEILING GRID 13. DEMO (E) HORN STROBE, RELOCATE IN NEW CEILING GRID 14. (E) GREASE TRAP TO REMAIN 15. (E) FLOOR SINK TO REMAIN 16. DEMO WALL FURR DOWN AND CEILING 17. (E) ELECTRICAL SUB PANEL AND LIGHT SWITCHES TO REMAIN 18. EXISTING DOOR AND EGRESS HARDWARE TO REMAIN, TYP. N N SCALE: 1/4" = 1'-0"1 DEMOLITION FLOOR PLAN SCALE: 1/4" = 1'-0"2 DEMOLITION CEILING PLAN 06/19/2018 MA R K DA T E DE S C R I P T I O N 01 6 /19 /20 1 8 FI N A L CD 'S AH J SE T STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL SHEET 6 OF 8 A-101 CIVIL #Co n t a c t Ad d r e s s 1 , #Co n t a c t Ci t y ,#Co n t a c t St a t e #Co n t a c t Po s t c o d e PH : 20 8 2 2 1 5 3 3 3 FLOOR & CEILING PLANS DE P A R T M E N T OF CO R R E C T I O N S 12 W MA I N ST R E E T UN I T 1 RE X B U R G ID 83 2 0 1 JO N A T H A N GA L L U P Or i g i n a l do c u m e n t is on fi l e wi t h th e da t e an d ar c h i t e c t si g n a t u r e Or i g i n a l do c u m e n t s si g n e d by : 6 /19 /20 1 8 Da t e or i g i n a l do c u m e n t s si g n e d : TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 1 8 RE S I N AR C H I T E C T U R E , LL C . TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 1 8 RE S I N AR C H I T E C T U R E , LL C . 108 112 102 103 104 100 101 109 110 10'-3/4"4'-4 3/4"11'-4 1/2"10'-7" 36'-5"F.V. 10 ' - 7 1/ 4 " 4' - 5 1/ 2 " 16 ' - 1 1 1/ 4 " 4' - 4 1/ 4 " 7' - 2 " 3' - 4 " 6' - 5 1/ 4 " 11 ' - 1 / 4 " 10 ' - 4 1/ 2 " 7'- 1 " 3' 14'-11"9'-1 1/2"F.V. 1 A-251 4 4 A A A A A A A A A A A A A A A A A 1 3 2 OFFICE108 97 SF F1 RB PT1 C1 OFFICE 109 100 SF F1 RB PT1 C1 OFFICE110 127 SF F1 RB PT1 C1 OFFICE 103 100 SF F1 RB PT1 C1 OFFICE 102 106 SF F1 RB PT1 C1 OFFICE 101 149 SF F1 RB PT1 C1 LOBBY100 97 SF F2 RB PT1 C1 GROUP ROOM 112 181 SF F1 RB PT1 C1 HALL 111 298 SF F1 RB PT1 C2 (E) RR 107 46 SF F2 RB PT1 C1 COPY/FILE 105 75 SF F2 RB PT1 C1 KITCHENETTE104 84 SF F2 RB PT1 C1 (E) RR 106 45 SF F2 RB PT1 C1 3 3 3 3 3 3 3 3 1 2 22 2 2 2 2 2 2 2 2 2 22 111 1 1 1 1 1 1 1 1 1 1 1 1 14 4 1 11 OFFICE108 97 SF CLG 9' OFFICE 109 100 SF CLG 9' OFFICE110 127 SF CLG 9' OFFICE 103 100 SF CLG 9' OFFICE 102 106 SF CLG 9' OFFICE 101 149 SF CLG 9' LOBBY100 97 SF CLG 10' GROUP ROOM 112 181 SF CLG 10' HALL 111 298 SF CLG 10' (E) RR 107 46 SF CLG 10' COPY/FILE 105 75 SF CLG 10' KITCHENETTE104 84 SF CLG 10' (E) RR 106 45 SF CLG 10' RCP GENERAL NOTES A. SEE NOTES ON PLANS FOR CEILING HEIGHTS B. ALL TRADES TO REPLACE CEILING TILES AFTER USE AND ACCESS ABOVE CEILING GRIDS C. CENTER ACT CEILING TILE AND GRIDS IN ROOMS TYPICAL D. EXISTING MECHANICAL HVAC SYSTEM TO REMAIN AS IS - MOVE / RE-LOCATE SUPPLY AND RETURN GRILLES TO NEW LOCATIONS PER PLAN E. EXISTING LIGHT FIXTURES TO BE RE-USED AND RE-LOCATED PER NEW CEILING PLAN FLOOR PLAN KEYED NOTES 1. (E) WATER HEATER TO REMAIN 2. (E) MOP SINK TO REMAIN 3. (E) ELECTRICAL PANEL AND LIGHT SWITCHES TO REMAIN 4. (E) RESTROOM AND RESTROOM FIXTURES TO REMAIN 5. WALL TYPE "A" SEE ASSEMBLY DETAIL 5/A- 251 FLOOR PLAN GENERAL NOTES A. PLAN DIMENSIONS ARE TO FACE OF CORE WHEN WALL IS NEW CONSTRUCTION. WHEN WALL IS EXISTING, DIMENSIONS ARE TO FACE OF FINISH. "CLEAR" DIMENSION INDICATES FACE OF FINISH. 2. DOOR ROUGH OPENING TO BE 4.5" AWAY FROM INTERSECTING WALL FRAMING UNLESS OTHERWISE INDICATED. 3. PROVIDE BACKING BEHIND ALL SURFACE MOUNTED EQUIPMENT AND/OR FIXTURES, SEE EQUIPMENT PLAN AND INTERIOR ELEVATIONS FOR ALL WALL MOUNTED FIXTURES AND EQUIPMENT. 4. REFER TO INTERIOR ELEVATIONS FOR CASEWORK DIMENSIONS. 5. DOORS SHALL HAVE AN 18" MIN. CLEAR SPAN ON PULL SIDE OF DOOR FROM WALLS, EQUIPMENT, LAVATORIES, ETC. COORDINATE ANY DISCREPANCIES WITH ARCHITECT PRIOR TO INSITLATION. RCP KEYED NOTES 1. NEW LIGHT FIXTURE LOCATION 2. NEW SUPPLY AIR REGISTER LOCATION 3. NEW RETURN AIR REGISTER LOCATION 4. BOTTOM OF HEADER TO BE 2" BELOW ACOUSTICAL CEILING TILE TO BREAK UP GRID TRANSITIONS FLOOR FINISH BASE FINISH WALL FINISH CEILING FINISH FLOOR PLAN LEGEND ROOM NAME ROOM NUMBER ROOM AREA LVT B PT1 GB OFFICE 108 95 SF CLG 10' CEILING HEIGHT SQUARE FOOTAGE ROOM NUMBER RCP PLAN LEGEND N N SCALE: 1/4" = 1'-0"1 FLOOR PLAN SCALE: 1/4" = 1'-0"2 REFLECTED CEILING PLAN C1: 2' X 4' SCORED ACOUSTICAL CEILING TILE SUPPLY AIR REGISTER RETURN AIR REGISTER 06/19/2018 MA R K DA T E DE S C R I P T I O N 01 6 /19 /20 1 8 FI N A L CD 'S AH J SE T STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL SHEET 7 OF 8 AF-101 CIVIL #Co n t a c t Ad d r e s s 1 , #Co n t a c t Ci t y ,#Co n t a c t St a t e #Co n t a c t Po s t c o d e PH : 20 8 2 2 1 5 3 3 3 FINISH FLOOR PLAN DE P A R T M E N T OF CO R R E C T I O N S 12 W MA I N ST R E E T UN I T 1 RE X B U R G ID 83 2 0 1 JO N A T H A N GA L L U P Or i g i n a l do c u m e n t is on fi l e wi t h th e da t e an d ar c h i t e c t si g n a t u r e Or i g i n a l do c u m e n t s si g n e d by : 6 /19 /20 1 8 Da t e or i g i n a l do c u m e n t s si g n e d : TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 1 8 RE S I N AR C H I T E C T U R E , LL C . TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 1 8 RE S I N AR C H I T E C T U R E , LL C . FINISH PLAN KEYED NOTES 1. PATCH AND REPAIR CONCRETE TO MATCH EXISTING WHERE CONCRETE IS EXPOSED AND POLISH AS NEEDED TO MATCH (E) FINISH, TYP. F1 - CARPET TILE BASIS OF DESIGN: 24"x24" CARPET TILES RB - 4" RUBBER BASE BASIS OF DESIGN: JOHNSONITE OR ROPPE, COLOR TO BE COORDINATED WITH OWNER PT1 - PAINT BASIS OF DESIGN: SHERWIN WILLIAMS LOW VOC, COORDINATE COLOR WITH OWNER F2 - (E) CONCRETE FINISH CLEANED AND POLISHED AS NEEDED F.E. OFFICE108 97 SF F1 RB PT1 C1 OFFICE 109 100 SF F1 RB PT1 C1 OFFICE110 127 SF F1 RB PT1 C1 OFFICE 103 100 SF F1 RB PT1 C1 OFFICE 102 106 SF F1 RB PT1 C1 OFFICE 101 149 SF F1 RB PT1 C1 LOBBY100 97 SF F2 RB PT1 C1 GROUP ROOM 112 181 SF F1 RB PT1 C1 HALL 111 298 SF F1 RB PT1 C2 (E) RR 107 46 SF F2 RB PT1 C1 COPY/FILE 105 75 SF F2 RB PT1 C1 KITCHENETTE104 84 SF F2 RB PT1 C1 (E) RR 106 45 SF F2 RB PT1 C1 FINISH SCHEDULE ROOM NUMBER 106 107 105 112 111 104 100 108 103 102 109 110 101 NAME (E) RR (E) RR COPY/FILE GROUP ROOM HALL KITCHENETTE LOBBY OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE FLOOR FINISH F2 F2 F2 F1 F1 F2 F2 F1 F1 F1 F1 F1 F1 WALLS NORTH PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 EAST PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 SOUTH PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 WEST PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 BASE RB RB RB RB RB RB RB RB RB RB RB RB RB CEILING C1 C1 C1 C1 C2 C1 C1 C1 C1 C1 C1 C1 C1 REMARKS N SCALE: 1/4" = 1'-0"3 FLOOR FINISH PLAN NOTE: CONTRACTOR TO SELECT BASIS OF DESIGN FINISHES AND OWNER TO SELECT FROM FULL COLOR / FINISH RANGE WITHIN PRODUCT LINE, CONTRACTOR TO COORDINATE WITH OWNER ALL FLOOR, WALL, CEILING, CORNER GUARDS AND PAINT COLORS INCLUDING ACCENT WALLS AND DOOR FRAMES, ETC. 06/19/2018 MA R K DA T E DE S C R I P T I O N 01 6 /19 /20 1 8 FI N A L CD 'S AH J SE T STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL SHEET 8 OF 8 A-251 CIVIL #Co n t a c t Ad d r e s s 1 , #Co n t a c t Ci t y ,#Co n t a c t St a t e #Co n t a c t Po s t c o d e PH : 20 8 2 2 1 5 3 3 3 INTERIOR ELEVATIONS & DETAILS DE P A R T M E N T OF CO R R E C T I O N S 12 W MA I N ST R E E T UN I T 1 RE X B U R G ID 83 2 0 1 JO N A T H A N GA L L U P Or i g i n a l do c u m e n t is on fi l e wi t h th e da t e an d ar c h i t e c t si g n a t u r e Or i g i n a l do c u m e n t s si g n e d by : 6 /19 /20 1 8 Da t e or i g i n a l do c u m e n t s si g n e d : TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 1 8 RE S I N AR C H I T E C T U R E , LL C . TH E S E PL A N S , DR A W I N G S , AN D DE S I G N S AR E TH E EX C L U S I V E PR O P E R T Y OF RE S I N AR C H I T E C T U R E , LL C AN D SH A L L NO T BE RE P R O D U C E D IN AN Y FO R M WI T H O U T WR I T T E N CO N S E N T . AL L RI G H T S RE S E R V E D © 20 1 8 RE S I N AR C H I T E C T U R E , LL C . 1"SCRIBE 4'-0" 302 2'-0" 301 1" SCRIBE 4'-0"154 2'-0"254 3' 2' 3' (E) HOT WATER HEATER (E) MOP SINK DOOR SCHEDULE DOOR NUMBER 100 101 102 103 104 108 109 110 112 DOOR LEAF NOMINAL WIDTH 3' 3' 3' 3' 3' 3' 3' 3' 3' NOMINAL HEIGHT 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" LEAF THICKNESS 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0' 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" MATL SC WOOD SC WOOD SC WOOD SC WOOD - SC WOOD SC WOOD SC WOOD SC WOOD TYPE NG F F F --- F F F NG FRAME TYPE HM HM HM HM --- HM HM HM HM DETAIL HEAD 3 / A-251 3 / A-251 3 / A-251 3 / A-251 --- 3 / A-251 3 / A-251 3 / A-251 3 / A-251 JAMB 3 / A-251 3 / A-251 3 / A-251 3 / A-251 --- 3 / A-251 3 / A-251 3 / A-251 3 / A-251 HDWR. SET 1 1 1 1 - 1 1 1 1 RATINGS FIRE Unrated Unrated Unrated Unrated Unrated Unrated Unrated Unrated Unrated STC - - - - --- - - - - REMARKS WITH 1'-0" SIDE LITE WITH 1'-0" SIDE LITE OPENING TYPE F = FLUSH F = FLUSH NG = NARROW GLASS VIEW AS SC H E D . 2 " 2"ASSCHED. 2" AS SC H E D . 2 " 2"1'2" ASSCHED. 2" AS SC H E D . 2 " 2" ASSCHED. 2" Note/Remark WITH 1'-0" SIDE LITE DOOR TYPES GENERAL NOTES - SCHEDULES A. CONTRACTOR TO VERIFY IF SALVAGED DOORS CAN BE REUSED B. ALL DOOR HANDLES ARE TO BE P-LEVER STYLE THAT OPERATE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5LBS MAX. WALL TYPE AS NOTED ON PLANS F.E. AND SEMI-RECESSED CABINET - SIZE OPENING PER MANUFACTURER'S INSTRUCTIONS SEALANT - EACH SIDE 5/8" GYP. BD. METAL STUD FRAMING CONTINUOUS SEALANT (TYP) SCHEDULED DOOR SOUND BATT INSULATION WHERE SPECIFIED WALL WIDTH+1" 1/2"1/2" 2" INTERIOR INTERIOR INTERIOR SIDE: CORE: INTERIOR SIDE: (1) LAYER 5/8" GYPSUM BOARD 3 5/8" METAL STUD FRAMING (1) LAYER 5/8" GYPSUM BOARD WALL CONDITIONS VARY, SEE PLANS 10.0° MA X 10.0° MAX SPACER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. (REQUIRED REGARDLESS OF LEDGE WIDTH). MIN 3/8" 1 1 /2 " 8" MAX LAY-IN ACOUSTICAL PANEL MAIN OR CROSS RUNNER WOOD WALL - W/ 4d COMMON NAIL @ 16" O.C. MASONRY WALL - W/ 1/4" ° X 1 1/2" LONG TAPCON ANCHOR SCREWS @ 16" O.C. METAL STUD - W/ 1 _" TYPE "S" BUGLE HEAD DRYWALL SCREW @ 16" O.C. 20 GA.7/8" WALL ANGLE W/ SEISMIC CLIP BASIS OF DESIGN ARMSTRONG SEISMIC RX OR EQAUL FASTENED TO WALL AS FOLLOWS: FACE OF WALL PERIMETER SUPPORT OPTION 2. ANCHOR WIRE DIRECTLY TO WALL. MIN. 3 TIGHT TURNS IN 1-1/2" 12 GA. HANGER WIRE ATTACH TO STRUCTURE ABOVE SCALE: 1/4" = 1'-0"1 KITCHENETTE INTERIOR ELEVATION SCALE: 1' = 1'-0"2 RECESSED FIRE EXTINGUISHER SCALE: 1' = 1'-0"3 DOOR HEAD / JAMB SCALE: 1/4" = 1'-0"5 WALL TYPE "A" SCALE: 1' = 1'-0"4 TYPICAL ACT AT WALL DOOR HARDWARE SET: SET: 1 3 HINGE TA2714 (NRP) US26D MCKINNEY 1 OFFICE LOCK 28 10G05LL US26D SARGENT 1 DOOR STOP 400/403/441CU AS REQUIRED US26D ROCKWOOD 3 SILENCER 608-RKW ROCKWOOD GLAZING NOTE: 1) WHERE GLAZING OCCURS IN CERTAIN DOOR TYPES, PROVIDE SAFETY GLAZING AND WHERE SIDE LIT OCCURS, PROVIDE SAFETY GLAZING