The URL can be used to link to this page

Home My WebLink AboutPERMIT 1240 Big Thompson Ave Porte-Cochere 2023-04-14NOTICE MUST BE POSTED ON JOB SITE Date Issued:04/14/2023 Expiration Date: Commercial Alteration 12/03/2023 1240 Big Thompson Avenue, Estes Park, CO 80517 Job Site Address: Category: Permit Type: Valuation: Commercial Remodel $600,000.00 Property Owner:Hochsters Resorts 1240 Big Thompson AvenueMailing Address: Estes Park, CO 80517 Phone:(970) 586-3382 Email:4silver@gmail.com Subdivision: Parcel ID:2519406002 Filing: Lot: Block: Total Sq Ft:1300.0000 Required Setbacks: Actual Setbacks: Description of Work: Porte-Corhere Contractors: Kinley Built (970) 227-4865Primary Building Permit Fees $ 3,708.75 Use Tax $ 2,400.00 Plan Review $ 1,854.38 Water $ 1,878.00 Total Fees:$ 9,841.13 Fee Items Amount 07/25/2023 Building Department Signature/DateSignature of Applicant/Date Commercial Remodel 23-EP-00028 Estes Park 170 MacGregor Ave Suite 230, Estes Park, CO 80517 Phone:(970) 577-3726 Fax: (970) 586-0249 OWNER / DEVELOPER HOCHSTETLER RESORTS, INC. 1100 BIG THOMPSON AVE ESTES PARK, CO 80517 ARCHITECT GALLOWAY & COMPANY, INC. 5500 GREENWOOD PLAZA BLVD., SUITE 200 GREENWOOD VILLAGE, CO 80111 CIVIL GALLOWAY & COMPANY, INC. 5500 GREENWOOD PLAZA BLVD., SUITE 200 GREENWOOD VILLAGE, CO 80111 BUILDING DEPARTMENT TOWN OF ESTES PARK 170 MACGREGOR AVE. ESTES PARK, CO 80517 MECH./PLUMBING GALLOWAY & COMPANY, INC. 5500 GREENWOOD PLAZA BLVD., SUITE 200 GREENWOOD VILLAGE, CO 80111 STRUCTURAL GALLOWAY & COMPANY, INC. 5500 GREENWOOD PLAZA BLVD., SUITE 200 GREENWOOD VILLAGE, CO 80111 ELECTRICAL ATTN: JOHN PALMER, P.E. TEL: (303) 770-8884 FAX: (303) 770-3636 CONTACT: GARY RUSU TEL: (970) 577-3728 GALLOWAY & COMPANY, INC. 5500 GREENWOOD PLAZA BLVD., SUITE 200 GREENWOOD VILLAGE, CO 80111 ATTN: JUSTIN HOWELL, P.E. TEL: (303) 770-8884 FAX: (303) 770-3636 ATTN: ELI REESE, P.E. TEL: (303) 770-8884 FAX: (303) 770-3636 ATTN: KYLE POLLOCK, P.E. TEL: (303) 770-8884 FAX: (303) 770-3636 ATTN: GARY RHODES TEL: (303) 770-8884 FAX: (303) 770-3636 ATTN: HANNAH BREINIG hannah.hochstetler@gmail.com 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By: COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMP #Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COVER SHEET G001 HRI000001.30 MB CA 12 4 0 B I G T H O M P S O N A V E , ES T E S P A R K , C O 8 0 5 0 1 7 HO T E L E S T E S HO C H S T E T L E R R E S O R T S HOCHSTETLER RESORTS HOTEL ESTES 1240 BIG THOMPSON AVE, ESTES PARK, CO 805017 90% CD 1 01/13/2023 P.C. SUBMITTAL 03/10/2023 17REVIEWED by SAFEbuilt; 2018 International Codes Subject to inspection and compliance to all Relevant, adopted Building & Municipal Codes 04/14/2023 2015 This structure must comply with the requirements of the 2020 National Electrical Code EXIT 1 A3.0 SIM 1 A3.0 SIM WALL SECTION BUILDING SECTION GRID BUBBLE A 1 DETAIL NUMBER SHEET NUMBER DETAIL NUMBER SHEET NUMBER VIEW TITLE 1 KEY NOTE REVISION TAG ELEVATION9'-0" A.F.F. SYMBOL - LEGEND PARTITION TYPE REF. G401 NORTH ARROW A401 1 1 1 1 1 A201 INTERIOR ELEVATIONB A C D EXTERIOR BUILDING ELEVATION W-11 ROOM DESIGNATION101 RM-NAME 1 SCALE: 1/8" = 1'-0" View Name XXX-A DOOR MARK TAG A WINDOW MARK TAG TACTILE EXIT SIGN - WALL MOUNTED EQUIPMENT TAG1 A501 1 DETAIL CALLOUTDETAIL NUMBER SHEET NUMBER 1 / A101 MATCHLINE GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. THE CONSTRUCTION DOCUMENTS (I.E. DRAWINGS, SPECIFICATIONS) SHALL NOT BE USED FOR ISSUANCE OF BUILDING PERMITS UNLESS SIGNED AND SEALED BY THE ARCHITECT. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT WHEN DISCOVERED. CONSTRUCTION SHOWN AND SPECIFIED SHALL CONFORM TO ALL APPLICABLE BUILDING CODES. WHERE CODES CONFLICT WITH THESE DRAWINGS, CODE REQUIREMENT SHALL TAKE PRECEDENCE. ALL WORK AND MATERIALS SHALL MEET THE REQUIREMENTS OF THE LOCAL AND STATE BUILDING CODES AND THE SPECIFICATIONS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS. THE INTENTION OF THE DOCUMENTS IS TO DESCRIBE, IN GENERALITY, SYSTEMS AND FINISHES. THE CONTRACTOR SHALL PROVIDE AND INSTALL COMPLETE SYSTEMS IN ACCORDANCE WITH APPLICABLE CODES, MANUFACTURERS AND ASSOCIATIONS REQUIREMENTS AND RECOMMENDATIONS, OR ACCEPTABLE BUILDING PRACTICE, WHICHEVER IS MORE STRINGENT. COMPLY WITH MANUFACTURER ’S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS TO THE EXTENT THAT THOSE INSTRUCTIONS AND RECOMMENDATIONS ARE MORE EXPLICIT OR STRINGENT THAN REQUIREMENTS CONTAINED IN CONTRACT DOCUMENTS. PROVIDE ATTACHMENTS AND CONNECTION DEVICES AND METHODS NECESSARY FOR SECURING WORK. SECURE WORK TRUE TO LINE AND LEVEL. ALLOW FOR EXPANSION AND BUILDING MOVEMENT. PROVIDE UNIFORM JOINT WIDTH IN EXPOSED WORK. OBTAIN DIRECTION FROM ARCHITECT FOR JOINT LAYOUT PRIOR TO COMMENCEMENT OF WORK. ANY OMISSIONS FROM THE DOCUMENTS WHICH WOULD CUSTOMARILY BE PART OF THE SYSTEM OR FINISHES SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. REMOVE FROM SITE EXCESS EXCAVATED MATERIALS, TRASH, DEBRIS, AND WASTE MATERIALS. DISPOSAL SHALL BE IN A MANNER APPROVED BY STATE AND LOCAL AUTHORITIES. ALL WASTE MATERIALS SHALL BE REMOVED IN A MANNER WHICH PREVENTS INJURY OR DAMAGE TO PERSONS, SURROUNDING PRIVATE/PUBLIC PROPERTIES AND PUBLIC RIGHT OF WAY. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING A CLEAN AND SAFE WORK AREA AND IS RESPONSIBLE FOR SAFETY OF THE SITE. PROTECT AND CAP ALL EXISTING OR NEW UTILITIES. OBTAIN REQUIRED PERMITS AND LAYOUTS BEFORE STARTING. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONTINUING WORK. ALL DIMENSIONS ON THE DRAWINGS TAKE PRECEDENT OVER SCALE. IF THIS BUILDING IS FIRE SPRINKLED THROUGHOUT (REFER TO CODE ANALYSIS): EXTEND THE FIRE SPRINKLER SYSTEM TO ALL AREAS OF THE BUILDING. PROVIDE PLANS FOR FIRE SPRINKLER WORK TO THE FIRE DEPARTMENT AND TO THE PLUMBING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. PROVIDING PLANS FOR FIRE SPRINKLER WORK SHALL BE THE GENERAL CONTRACTOR ’S RESPONSIBILITY. THE GENERAL CONTRACTOR SHALL PROVIDE A CERTIFICATE OF COMPLETION ISSUED BY THE SPRINKLER CONTRACTOR. SEPARATE PERMIT IS REQUIRED FOR FIRE SPRINKLER SYSTEM MODIFICATIONS (PRIOR TO START OF INSTALLATION). EXIT SIGNS SHALL BE ILLUMINATED. PROVIDE EXIT SIGNS WITH EMERGENCY BACK-UP POWER SUPPLY. TACTILE EXIT SIGN SHALL BE PROVIDED AT ALL EXIT DOORS, EXIT STAIRS, EXIT RAMPS AND EXIT ROUTES AS REQUIRED BY CODE. GLASS DOORS, ADJACENT PANELS AND ALL GLAZED OPENING WITHIN 18 ” OF ADJACENT FLOOR SHALL BE OF GLASS APPROVED FOR IMPACT HAZARD. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. FLUSH BOLTS OR SURFACE ARE PROHIBITED. APPLIES ALSO TO EXIT GATES. POST A SIGN ADJACENT TO THE REQUIRED MAIN EXIT DOOR WITH 1 ” LETTERING STATING: “THIS DOOR MUST REMAIN UNLOCKED WHEN SPACE IS OCCUPIED." (MAIN EXIT ONLY, PER SECTION 1010.1.9.4.) THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY CEILING OR WALL PANELS (OR ACCESS DOORS) AS REQUIRED BY GOVERNING AGENCIES FOR AIR CONDITIONING, PLUMBING FIRE SPRINKLER AND ELECTRICAL SYSTEMS. PROVIDE APPROVED ASSEMBLIES WITH SELF-CLOSING DEVICES IN ONE (1) HOUR RATED CONSTRUCTION. EXIT DOORS SHALL OPEN OVER A LANDING NOT MORE THAN ¼” BELOW THE THRESHOLD. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL THE ADDRESS AND/OR SUITE NUMBER PER CITY AND FIRE DEPARTMENT REQUIREMENTS. VERIFY SIZE, COLOR AND LOCATIONS PRIOR TO PROCEEDING. GENERAL CONTRACTOR THE PROVIDE FULL SET OF DOCUMENTS TO ALL SUBCONTRACTORS. SUBCONTRACTORS FOR EACH TRADE ARE ADVISED THAT INFORMATION PERTINENT TO THEIR WORK MAY OCCUR IN OTHER PORTIONS OF THE CONTRACT DOCUMENTS. REFER TO MECHANICAL, ELECTRICAL, PLUMBING AND ADDITIONAL CONSULTANT DRAWINGS FOR ADDITIONAL GENERAL NOTES. ALL NOTES ARE TO BE REVIEWED AND APPLIED TO RELATED BUILDING COMPONENTS. NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS. SHEETS ARE TO BE REVIEWED AND NOTES ON ANY ONE SHEET ARE TO BE APPLIED ON RELATED DRAWINGS AND DETAILS. RADIO FREQUENCY TESTING TO BE PROVIDED AS REQUIRED. PROVIDE BID ALTERNATE FOR INSTALLATION OF RADIO AMPLIFICATION AS REQUIRED. DEFERRED SUBMITTALS DEMOLITION OF EXISTING STRUCTURE TO BE UNDER SEPERATE PERMIT PROJECT DESCRIPTION THIS PROJECT IS INTENDED TO REPLACE THE EXISTING PORTE-COCHERE WITH A NEW ONE AND ALSO INCLUDES THE CONSTRUCTION OF A NEW OPEN-AIR STRUCTURE TO HOUSE A GAS-FUELED FIRE PIT. REFER TO SHEET G101 FOR BUILDING CODE REVIEW PROJECT SITE VICINITY MAP 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By: COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMP #Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 3/10/2023 10:54:32 AM Au t o d e s k D o c s : / / H R I 0 1 - H o t e l E s t e s P o r t e - C o c h e r e / H R I 0 1 _ H o t e l E st e s P o r t e - c o c h e r e _ A R C H _ R 2 3 . r v t SHEET INDEX & GENERAL NOTES G002 HRI000001.30 MB CA 12 4 0 B I G T H O M P S O N A V E , ES T E S P A R K , C O 8 0 5 0 1 7 HO T E L E S T E S HO C H S T E T L E R R E S O R T S SHEET INDEX NUMBER NAME FIRST ISSUE REVISION DATE 01 GENERAL G001 COVER SHEET 01/13/2023 G002 SHEET INDEX & GENERAL NOTES 05/01/22 01/13/2023 G101 CODE REVIEW 03/06/2023 G301 ACCESSIBILITY STANDARDS 05/01/22 03/06/2023 G401 ASSEMBLY TYPES 03/06/2023 05 CIVIL CD100 DEMO PLAN 01/13/2023 CS100 SITE PLAN 01/13/2023 CU100 UTILITY PLAN 01/13/2023 CG100 OVERALL GRADING PLAN 01/13/2023 CG200 DETAIL GRADING PLAN 01/13/2023 CG201 DETAIL GRADING PLAN 01/13/2023 CS500 SITE DETAILS 01/13/2023 CS501 FIRE TRUCK EXHIBIT 01/13/2023 CE100 EROSION CONTROL PLAN 01/13/2023 09 STRUCTURAL S001 STRUCTURAL GENERAL NOTES 01/13/2023 S002 STRUCTURAL GENERAL NOTES 05/09/19 03/06/2023 S101 FOUNDATION PLAN 11/01/22 03/06/2023 S102 ROOF PLAN 11/01/22 03/06/2023 S200 PORTE COCHERE SECTIONS 12/12/22 01/13/2023 S201 LODGE ELEVATIONS 12/12/22 01/13/2023 S202 LODGE SECTIONS 12/16/22 01/13/2023 S401 TYPICAL FOUNDATION DETAILS 07/31/18 01/13/2023 S801 TYPICAL WOOD AND STEEL FRAMING DETAILS 01/10/19 01/13/2023 07 ARCHITECTURAL A001 SITE PLAN 01/13/2023 A101 FLOOR PLANS 03/06/2023 A102 ROOF PLANS 11/16/22 01/13/2023 A103 ENLARGED ROOF PLANS 11/23/22 01/13/2023 A111 FLOOR FINISH PLAN 10/21/22 01/13/2023 A121 REFLECTED CEILING PLAN 01/13/2023 A201 EXTERIOR ELEVATIONS 10/21/22 03/06/2023 A202 EXTERIOR ELEVATIONS 11/29/22 03/06/2023 A301 BUILDING SECTIONS 01/13/2023 A310 WALL SECTIONS 03/06/2023 A311 WALL SECTIONS 12/07/22 01/13/2023 A501 DETAILS 03/06/2023 A601 DOOR & WINDOW SCHEDULE AND TYPES 03/06/2023 09 STRUCTURAL S804 STEEL MOMENT FRAME DETAILS 08/31/2020 01/13/2023 14 PLUMBING P001 DRAWING INDEX, LEGENDS AND NOTES 11/22/19 P101 FIRST FLOOR PLUMBING PLAN 01/17/20 P400 PLUMBING DETAILS 01/17/20 P500 PLUMBING SCHEDULES 01/22/20 16 ELECTRICAL E001 SYMBOLS LEGENDS 12/09/19 E002 ELECTRICAL SPECIFICATIONS 01/11/23 E101 FIRST FLOOR ELECTRICAL PLAN 12/23/19 E200 ONE-LINE DIAGRAM 12/23/19 A @ AT AB ANCHOR BOLT ABV ABOVE AC AIR CONDITIONER ACT ACOUSTIC TILE CEILING ADD ADDENDUM ADJ ADJACENT ADJT ADJUSTABLE AFF ABOVE FINISHED FLOOR ALT ALTERNATE ALUM ALUMINUM AMP AMPERES ANCR ANCHOR ANOD ANODIZED APPROX APPROXIMATE ARCH ARCHITECT/URAL ASPH ASPHALT B B.O.BOTTOM OF BD BOARD BLDG BUILDING BLK BLOCK BLKG BLOCKING BM BEAM BM.BENCH MARK BOT BOTTOM BP BASE PLATE BRG BEARING BRZ BRONZE BTU BRITISH THERMAL UNIT BUR BUILT-UP ROOF C CAB CABINET CB CATCH BASIN CEM.CEMENT CFT CUBIC FOOT CI CAST IRON CIP CAST IN PLACE CJ CONTROL JOINT CL CENTER LINE CLR CLEAR(ANCE) CMU CONCRETE MASONRY UNIT CO CASED OPENING CO CLEAN OUT COL COLUMN CONC CONCRETE CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS CORR CORRUGATED CPT CARPET(ED) CYD CUBIC YARD D D DRYER DBL DOUBLE DEM DEMOLITION DEV DEVELOPMENT DF DRINKING FOUNTAIN DH DOUBLE HUNG DI DROP INLET DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DIST DISTRIBUTED DIV DIVISION DL DEAD LOAD DN DOWN DR DOOR DS DOWN SPOUT DTL DETAIL DW DISHWASHER DWG DRAWING E E EAST EA EACH EF EACH FACE EIFS EXTERIOR INSULATION FINISH SYSTEM EJ EXPANSION JOINT ELEC ELECTRICAL ELEV ELEVATION EMER EMERGENCY EQ EQUAL EW EACH WAY EWH ELECTRICE WATER HEATER EXH EXHAUST EXP EXPOSED EXT EXTERIOR F FB FACE BRICK FBO FURNISHED BY OTHERS FD FLOOR DRAIN FDN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER AND CABINET FF FINSHED FLOOR FFE FINISHED FLOOR ELEVATION FIN FINISH FLR FLOOR(ING) FLSH FLASHING FOC FACE OF CONCRETE FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF STUD FR FIRE RATED FR GYP BD FIRE RATED GYPSUM BOARD ABBREVIATIONS FRP FIBER REINFORCED PANEL FRT FIRE RETARDANT TREATED WOOD FT FOOT FTG FOOTING G GA GAUGE GALV GALVANIZED GB GRAB BARS GC GENERAL CONTRACTOR GI GALVANIZED IRON GL GLASS GR GRADE GWH GAS WATER HEATER GYP BD GYPSUM BOARD H HB HOSE BIBB HC HOLLOW CORE HD HEAD HDN HOLD-DOWN HDR HEADER HGR HANGER HM HOLLOW METAL HMD HOLLOW METAL DOOR HMF HOLLOW METAL FRAME HORZ HORIZONTAL HRD HARD HSS HOLLOW STRUCTURAL STEEL SECTION HT HEIGHT HTG HEATING HVAC HEATING/VENTILATING/ AIR CONDITIONING I ID INSIDE DIAMETER IN INCH(ES) INCL INCLUDE INSUL INSULATION INT INTERIOR J JC JANITOR CLOSET JST JOIST JT JOINT K k KIPS KSF KIPS PER SQUARE FOOT L LAM LAMINATED LAV LAVATORY LF LINEAL FOOT LG LONG LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LT LIGHT LVR LOUVER LW LIGHT WEIGHT LWB LIGHT WEIGHT BLOCK M MAS MASONRY MATL MATERIAL MAX MAXIMUM MCJ MASONRY CONTROL JOINT MECH MECHANICAL MFG MANUFACTURING MFR MANUFACTURER MH MANHOLE MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS MO MASONRY OPENING MTD MOUNTED MTL METAL MULL MULLION N N NORTH NIC NOT IN CONTRACT NO, #NUMBER NOM NOMINAL NTS NOT TO SCALE O OA OVERALL OC ON CENTER OD OUTSIDE DIAMETER OR OVERFLOW DRAIN OFCI OWNER FURNISHED CONTRACTOR INSTALLED OH OVER HEAD OPNG OPENING OPP OPPOSITE OVN OVEN OWSJ OPEN WEB STEEL JOIST P PC PRECAST PEJ PREMOLDED EXPANSION JOINT PERF PERFORATED PF PRE-FINISHED PL PLATE PL PROPERTY LINE PLAM PLASTIC LAMINATE PNT PAINT(ED) POS POINT OF SALE PP POWER POLE PR PAIR PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED PTD PAPER TOWEL DISPENSER PTR PAPER TOWEL RECEPTOR PVC POLYVINYL CHLORIDE PVMT PAVEMENT PWD PLYWOOD R RA RETURN AIR RAD RADIUS RB RUBBER BASE RD ROOF DRAIN REC RECESSED REF REFERENCE/REFER REFL REFLECTED REINF REINFORCED REQ'D REQUIRED RET RETAINING REV REVISION RM ROOM RO ROUGH OPENING ROW RIGHT OF WAY RS ROUGH SAWN RSC ROUGH SAWN CEDAR S S SOUTH S&V STAIN AND VARNISH S.DISP.SOAP DISPENSER SAT SUSPENDED ACOUSTICAL CEILING SC SOLID CORE SCH SCHEDULE SD STORM DRAIN SEC SECTION SF SQUARE FOOT SHT SHEET SHTHG SHEATHING SIM SIMILAR SOG SLAB ON GRADE SPA SPACE(S) SPEC SPECIFICATION SQ.SQUARE SS SANITARY SEWER SSK SERVICE SINK SST STAINLESS STEEL ST STEEL STD STANDARD STOR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED SYM SYMMETRICAL SYN SYNTHETIC T T&B TOP AND BOTTOM T&G TONGUE AND GROOVE T.O.TOP OF T.O.S.TOP OF STEEL TCX TOP CHORD EXTENSION TEL TELEPHONE TEMP TEMPERED THK THICK THRD THREADED TV TELEVISION TYP TYPICAL U UNO UNLESS NOTED OTHERWISE UR URINAL V VAR VARIES VCT VINYL COMPOSITION TILE VERT VERTICAL VIF VERIFY IN FIELD VR VAPOR RETARDER VWC VINYL WALL COVERING W W WEST W.FM.WELDED FRAME W/WITH W/O WITHOUT WB WOOD BASE WC WATER CLOSET WD WOOD WF WIDE FLANGE WH WALL HYDRANT WHS WELDED HEADED STUD WIN WINDOW WP WATERPROOFING WT WEIGHT WTW WALL TO WALL WWF WELDED WIRE FABRIC 1 01/13/2023 P.C. SUBMITTAL 03/10/2023 Reviewed by SAFEbuilt 04/14/2023 UP DN W DN FE FEC W 1240 BIG THOMPSON AVE, ESTES PARK, CO 80517 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL EXISTING BUILDING CODE 2015 INTERNATIONAL FIRE CODE 2015 NATIONAL ELECTRIC CODE 2015 INTERNATIONAL PLUMBING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL FUEL AND GAS CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE 2009 ANSI A117.1 TOWN OF ESTES PARK AMENDMENTS PROJECT ADDRESS: APPLICABLE CODES: 40’ - 0” 24’ - 3” ALLOWED: PROPOSED: PROJECT DESCRIPTION THIS PROJECT IS INTENDED TO REPLACE THE EXISTING PORTE-COCHERE WITH A NEW ONE AND ALSO INCLUDES THE CONSTRUCTION OF A NEW OPEN-AIR STRUCTURE TO HOUSE A GAS-FUELED FIRE PIT. PROJECT INFORMATION BUILDING HEIGHT AND AREA (CHAPTER 5) ALLOWABLE BUILDING HEIGHT ABOVE GRADE PLANE (TABLE 504.3) 1 1 ALLOWED: PROPOSED: ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE (TABLE 504.4) NS 6,000 S.F. LODGE: 1,122 S.F. UNDER PORTE-COCHERE ROOF: 1,307 S.F. EXISTING:17,500 S.F. NOT USED N/A ALLOWABLE AREA FACTOR: ALLOWED: PROPOSED: FRONTAGE AREA INCREASE: UNLIMITED AREA BUILDING (507): ALLOWABLE AREA (TABLE 506.2) OCCUPANCY CLASSIFICATION (CHAPTER 3 & 4) N/A CONSTRUCTION TYPE (CHAPTER 6) VBCONSTRUCTION TYPE: FIRE RESISTANCE RATING REQUIREMENTS (TABLE 601) 0 HOURS 0 HOURS 0 HOURS REFER TO TABLE 602 1 HOURS PORTE-COCHERE, 0 HOURS LODGE 0 HOURS 0 HOURS 0 HOURS 0 HOURS 0 HOURS 0 HOURS PRIMARY STRUCTURAL FRAME BEARING WALLS - EXTERIOR BEARING WALLS - INTERIOR NONBEARING WALLS & PARTITIONS - EXTERIOR SEPARATION LESS THAN 5' SEPARATION BETWEEN 5' & 10' SEPARATION BETWEEN 10' & 30' SEPARATION OVER 30' NONBEARING WALLS & PARTITIONS - INTERIOR FLOOR CONSTRUCTION & ASSOCIATED SECONDARY MEMBERS ROOF CONSTRUCTION & ASSOCIATED SECONDARY MEMBERS N/A MIXED OCCUPANCY SEPARATION OCCUPANT CALCULATIONS AND EGRESS (CHAPTER 10) OCCUPANT LOAD CALCULATED (TABLE 1004.1.2) CH 4 SPECIAL SYSTEMS: EXITING REQUIREMENTS ACCESSIBILITY - (CHAPTER 11) NUMBER OF ACCESSIBLE BUILDING ENTRANCES - REFERENCE SITE PLAN FOR LOCATION FIRE PROTECTION SYSTEMS (CHAPTER 9) NO NO YES AUTOMATIC SPRINKLER SYSTEM STANDPIPES REQUIRED PER 905 FIRE EXTINGUISHERS REQIRED PER 906 60% MINIMUM 100% REQUIRED: PROPOSED: NUMBER OF ACCESSIBLE PARKING STALLS - REFERENCE SITE PLAN FOR LOCATION 1 1 REQUIRED: PROPOSED: REFER TO SITE PLAN FOR: ACCESSIBLE ROUTE CONNECTING ACCESSIBLE PARKING, ACCESSIBLE ENTRANCES, AND THE PUBLIC RIGHT OF WAY ACCESSIBLE PARKING STALL DETAILS AND DIMENSIONS REFER TO SHEET G1 SERIES FOR ACCESSIBLE STANDARDS YES YES YES / NO YES FIRE ALARM AND DETECTION SYSTEM DEFERRED SUBMITTAL EMERGENCY RESPONDER RADIO COVERAGE REQUIRED (510) DEFERRED SUBMITTAL THE MEANS OF EGRESS PATH SHALL NOT BE REDUCED UNTIL ARRIVAL AT THE PUBLIC WAY EXITS ARE CONFIGURED SUCH THAT THE LOSS OF ANY ONE EXIT SHALL NOT REDUCE THE AVAILABLE WIDTH OR CAPACITY BY LESS THAN 50% OF WHAT IS REQUIRED NO NO, UNDER 4 STORIES N/A AREA OF REFUGE IS REQUIRED ACCESSIBLE MEANS OF EGRESS PROVIDED BY ELEVATOR 2-WAY COMMUNICATION IS PROVIDED MAXIMUM EXIT ACCESS TRAVEL DISTANCE (TABLE1017.2) EXISTING BUILDING INFORMATION EXISTING BUILDING AREA:~17,500 S.F. EXISTING # OF PLUMBING FIXTURES: 162 EXISTING OCCUPANT LOAD: 165 FUNCTION RATIO AREA OCCS 1122 ft² 5 ASSEMBLY 15 ft² NSF/OCC 78 OCCUPANT(S) 2 EXIT(S) REQUIRED PATH OF TRAVEL 36' - 3" A1A EXIT REQUIRED : PROVIDED : = 39.00 39.00 = 7.8" 78 OCC /2 EXITS 0.2 X 112" OVER A L L D I A G O N A L D I S T A N C E 46' - 9 " EXIT SEPARATION DISTANCE: 16' - 9 3/4" < 46' - 9" OK 1 HOUR RATED PORTE-COCHERE 1 11 1 11 NEW LODGE 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By: COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMP #Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 4/5/2023 8:45:37 AM Au t o d e s k D o c s : / / H R I 0 1 - H o t e l E s t e s P o r t e - C o c h e r e / H R I 0 1 _ H o t e l E st e s P o r t e - c o c h e r e _ A R C H _ R 2 3 . r v t CODE REVIEW G101 HRI000001.30 MB CA 12 4 0 B I G T H O M P S O N A V E , ES T E S P A R K , C O 8 0 5 0 1 7 HO T E L E S T E S HO C H S T E T L E R R E S O R T S OCCUPANCY CLASS FUNCTION OF SPACE AREA LOAD FACTOR OCCUPANT LOAD ASSEMBLY 1122 ft²15 SF NSF 78 TOTAL OCCUPANT LOAD 78 GROSS SQUARE FOOTAGE PER OCCUPANCY PER STORY: OCCUPANCY CLASSIFICATION BUILDING AREA LODGE F.F. A-3 1122.15 SF TOTAL GROSS SQUARE FOOTAGE:1122.15 SF PATH ID TRAVEL DISTANCE MAX ALLOWED A1A 36' - 3"200' SCALE: 1/8" = 1'-0"1 LIFE SAFETY PLANS 1 01/13/2023 P.C. SUBMITTAL 2 03/06/2023 P.C. RESUBMITTAL 1 SCALE: 1/8" = 1'-0"2 TYPE CONSTRUCTION FIRE RESISTANCE PLAN 1 FINISH ALL EXPOSED STEEL STRUCTURAL MEMBERS AND CONNECTIONS WITH 1-HOUR RATED INTUMESCENT PAINT IN COMPLIANCE WITH UL 263 - COLOR: MATCH "CHARCOAL GRAY" BY WESTERN STATES METAL ROOFING - FINISH: SMOOTH ARCHITECTURAL WHERE EXPOSED TO VIEW - SHEEN: EGGSHELL 04/09/2023 Reviewed by SAFEbuilt 04/14/2023 L1 SOAP DISPENSER, TYP 24 " 18"18" 36" UPPER CABINETS OUTLET OR SWITCH LOWER CABINETS TO P O F B O X 44 " M A X WALL SWITCH & OUTLET (OBSTRUCTED) WALL SWITCH & OUTLET (UNOBSTRUCTED) SWITCH OUTLET TO P O F B O X 44 " M A X . T O BO T T O M 15 " M I N TO P O F B O X 48 " M A X . T O PULL SIDE NOTE: X = 12" IF DOOR HAS BOTH A CLOSER AND LATCH PUSH SIDE (A) FRONT APPROACHES - SWINGING DOORS _ (B) HINGE SIDE APPROACHES - SWINGING DOORS _ PULL SIDE PUSH SIDE PULL SIDE PUSH SIDE NOTE: X = 36" MINIMUM IF Y = 60"; X = 42" MINIMUM IF Y = 54" NOTE: Y = 48" MINIMUM IF DOOR HAS BOTH A LATCH AND CLOSER NOTE: Y = 54" MINIMUM IF DOOR HAS A CLOSER NOTE: Y = 48" MINIMUM IF DOOR HAS BOTH A LATCH AND CLOSER (C) LATCH SIDE APPROACHES - SWINGING DOORS _ (D) FRONT APPROACH _ - SLIDING DRS & FOLDING DRS - SLIDING DRS & FOLDING DRS (F) LATCH SIDE APPROACH _ - SLIDING DRS & FOLDING DRS NOTE: ALL DOORS IN ALCOVES SHALL COMPLY WITH THE CLEARANCES FOR FRONT APPROACHES 24" MIN 42 " 60 " M I N 18" MIN24" PREFERRED X 48 " M I N YX Y 42 " M I N 54" MIN (E) SLIDE SIDE APPROACH _ 48 " M I N 24" MIN 24" MIN 42 " M I N 48 " M I N 42 " M I N 54" MIN MIN 24" MAXIMUM CROSS SLOPE 2% MAXIMUM RUNNING SLOPE 5% UNISEX MENS WOMENS RESTROOM MEN WOMEN 7 1/2" 9" 7 1/2" 9" 7 1/2" 9" 5" 5" EXIT 9" 4 1 / 2 " EXIT HANDICAPPED 1. 2. 3. 4. 5. 6. 7. SIGNAGE NOTES PER ANSI 703: PER ANSI 703.4.5 MOUNTING HEIGHT. BRAILLE SHALL BE 48 INCHES MINIMUM AND 60 INCHES MAXIMUM ABOVE THE FLOOR, MEASURED TO THE BASELINE OF RAISED CHARACTERS. SIGNAGE SHALL BE 1/4" THICK CHARACTERS, SYMBOLS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. VISUAL AND RAISED CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 60% MINIMUM AND 110% MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I". STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 10% MINIMUM AND 20% MAXIMUM OF THE HEIGHT OF THE CHARACTER. RAISED CHARACTERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS SERIF UPPERCASE CHARACTERS ACCOMPANIED BY CONTRACTED (GRADE 2) BRAILLE. RAISED CHARACTERS SHALL BE A MINIMUM OF 5/8" AND A MAXIMUM OF 2" HIGH. BRAILLE SHALL BE PLACED A MINIMUM OF 3/8" AND A MAXIMUM OF 1/2" DIRECTLY BELOW THE TACTILE CHARACTERS, FLUSH LEFT OR CENTERED. 36 " M I N . 12"36" MIN.12" 60 " M I N . T-SHAPED SPACE FOR 180° TURNS 60" Ø SPACE FOR SINGLE WHEELCHAIR 60" 60 " 24 " M I N . ALL DOOR OPENINGS 32" MIN CLR WHERE SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF A CLEAR FLOOR SPACE OR A TURNING SPACE, THE SPACE SHALL COMPLY WITH ANSI SEC. 306 REQUIRING KNEE AND TOE CLEARANCE KNEE CLEARANCE SHALL BE PERMITTED TO EXTEND 25" MAX. UNDER AN ELEMENT AT 9" ABOVE THE FLOOR. WHERE KNEE CLEARANCE IS REQUIRED BENEATH AN ELEMENT AS PART OF A CLEAR FLOOR SPACE, THE KNEE CLEARANCE SHALL BE 11" MIN. IN DEPTH AT 9" ABOVE THE FLOOR, AND 8" MIN. IN DEPTH AT 27" ABOVE THE FLOOR BETWEEN 9" AND 27" ABOVE THE FLOOR, THE CLEARANCE IS PERMITTED TO BE REDUCED AT A RATE OF 1" FOR EACH 6" IN HEIGHT. TOE CLEARANCE IS PERMITTED TO EXTEND 25" MAX. UNDER AN ELEMENT. WHERE TOE CLEARANCE IS REQUIRED AS PART OF A CLEAR FLOOR SPACE, THE TOE CLEARANCE SHALL EXTEND 17" MIN. BENEATH THE ELEMENT AT A WIDTH OF 30" MIN. NOTE: INFORMATION BASED UPON ICC/ANSI A117.1-2009 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH 8" MIN 27 " M I N 11"MIN 6"MAX 9" M I N 25" MAX KNEE 17"-25" TOE UNOBSTRUCTED FORWARD REACH UNOBSTRUCTED HIGH FORWARD REACH OBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE REACH 48 " M A X . (a) MA X . 46 " MAX. >10"- 24" MA X . 48 " MAX. 10"(a)(b) MI N . 15 " MA X . 48 " MAX. 10"(b) >20"- 25" MAX. MA X . 44 " 20" MAX. MI N . 15 " MA X . 48 " 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By: COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMP #Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 3/10/2023 10:54:35 AM Au t o d e s k D o c s : / / H R I 0 1 - H o t e l E s t e s P o r t e - C o c h e r e / H R I 0 1 _ H o t e l E st e s P o r t e - c o c h e r e _ A R C H _ R 2 3 . r v t ACCESSIBILITY STANDARDS G301 HRI000001.30 MB CA 12 4 0 B I G T H O M P S O N A V E , ES T E S P A R K , C O 8 0 5 0 1 7 HO T E L E S T E S HO C H S T E T L E R R E S O R T S SCALE: 3/8" = 1'-0"6 LAVATORIES IN SERIES SCALE: NTS2ACCESSIBLE SWITCH & OUTLET HEIGHTS SCALE: 3/16" = 1'-0"10 DOOR CLEARANCES SCALE: 3/8" = 1'-0"1 8-ACCESSIBLE ROUTES SCALE: NTS4ACCESSIBLE SIGNAGE SCALE: NTS3WHEELCHAIR TURNING REQUIREMENTS SCALE: 1/2" = 1'-0"9 DOOR - CLEAR WIDTH SCALE: 3/8" = 1'-0"7 KNEE AND TOE CLEARANCE 1 01/13/2023 P.C. SUBMITTAL 2 03/06/2023 P.C. RESUBMITTAL 1 SCALE: NTS5GENERAL ACCESSIBILITY REACH RANGES 03/10/2023 Reviewed by SAFEbuilt 04/14/2023 PIGMENTED CONCRETE SLAB, REF. STRUCTURAL EXTERIORINTERIOR ADHERED STONE MORTAR 8" CMU PLYWOOD SHEATHING, REF. STRUCTURAL WOOD FRAMING, REF. STRUCTURAL 5/8" GYP. BD. SHEATHING INTERIOR TONGUE AND GROOVE HORIZONTAL WOOD SLAT SYSTEM EXTERIORINTERIOR ADHERED STONE MORTAR VAPOR BARRIER PLYWOOD SHEATHING, REF. STRUCTURAL WOOD FRAMING, REF. STRUCTURAL 5/8" GYP. BD. SHEATHING INTERIOR TONGUE AND GROOVE HORIZONTAL WOOD SLAT SYSTEM EXTERIOR STANDING SEAM FINISH EXTERIORINTERIOR GLULAM STRUCTURAL BEAM, REF. STRUCTURAL DRAWINGS STANDING SEAM ROOF VAPOR BARRIER PLYWOOD SHEATHING, REF. STRUCTURAL 5/8" GYP. BD. SHEATHING INTERIOR TONGUE AND GROOVE HORIZONTAL WOOD SLAT SYSTEM GLU LAM STRUCTURAL BEAM, REF. STRUCTURAL DRAWINGS EXTERIOR INTERIOR WOOD FRAMING, REF. STRUCTURAL VAPOR BARRIER PLYWOOD SHEATHING, REF. STRUCTURAL 5/8" GYP. BD. SHEATHING EXTERIOR INTERIOR PERFORATED ACOUSTICAL METAL ROOF DECK RIGID INSULATION ROOF MEMBRANE SCALE: 1 1/2" = 1'-0" FLOOR ASSEBMLYF-1 SCALE: 1 1/2" = 1'-0" WALL ASSEMBLYW-3 SCALE: 1 1/2" = 1'-0" WALL ASSEMBLYW-1B SCALE: 1 1/2" = 1'-0" WALL ASSEMBLYW-1A 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By: COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMP #Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 3/10/2023 10:54:35 AM Au t o d e s k D o c s : / / H R I 0 1 - H o t e l E s t e s P o r t e - C o c h e r e / H R I 0 1 _ H o t e l E st e s P o r t e - c o c h e r e _ A R C H _ R 2 3 . r v t ASSEMBLY TYPES G401 HRI000001.30 MB CA 12 4 0 B I G T H O M P S O N A V E , ES T E S P A R K , C O 8 0 5 0 1 7 HO T E L E S T E S HO C H S T E T L E R R E S O R T S SCALE: 1 1/2" = 1'-0" ROOF ASSEMBLYR-1 1 01/13/2023 P.C. SUBMITTAL 2 03/06/2023 P.C. RESUBMITTAL 1 SCALE: 1 1/2" = 1'-0" ROOF ASSEMBLYR-2 03/10/2023 Reviewed by SAFEbuilt 04/14/2023 BI G T H O M P S O N A V E F R O N T A G E R O A D DEMO PLAN CD100 - - - - - - - - - - STAMP H: \ E s t e s M o u n t a i n I n n \ C O , E s t e s P a r k - E M I 0 0 0 0 0 1 . 2 0 - H o t e l E s t e s \ 0 C I V \ 3 - C D \ E M I 0 1 . 2 _ C - 2 _ D E M O P L A N . d w g - Ky l e P o l l o c k - 3/ 6 / 2 0 2 3 Init.#Issue / DescriptionDate CO N S T R U C T I O N P L A N S HO T E L E S T E S LO T 2 , S C H R O E D E R S U B , E S T E S P A R K 12 4 0 B I G T H O M P S O N A V E ES T E S P A R K , C O L O R A D O THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 6162 S. Willow Drive, Suite 320 Greenwood Village, CO 80111 303.770.8884 Date: Drawn By: Project No: Checked By: HTE000001.20 TLS MEM NOVEMBER 2, 2022 Know what's before you dig. SCALE: 1"=20' 0 10 20 01/12/2023 Reviewed by SAFEbuilt 04/14/2023 Reviewed for bldg. code conformance only. BI G T H O M P S O N A V E F R O N T A G E R O A D - - - - - - - - - - STAMP H: \ E s t e s M o u n t a i n I n n \ C O , E s t e s P a r k - E M I 0 0 0 0 0 1 . 2 0 - H o t e l E s t e s \ 0 C I V \ 3 - C D \ E M I 0 1 . 2 _ C - 3 _ S I T E P L A N . d w g - Ky l e P o l l o c k - 3/ 6 / 2 0 2 3 Init.#Issue / DescriptionDate CO N S T R U C T I O N P L A N S HO T E L E S T E S LO T 2 , S C H R O E D E R S U B , E S T E S P A R K 12 4 0 B I G T H O M P S O N A V E ES T E S P A R K , C O L O R A D O THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 6162 S. Willow Drive, Suite 320 Greenwood Village, CO 80111 303.770.8884 Date: Drawn By: Project No: Checked By: HTE000001.20 TLS MEM NOVEMBER 2, 2022 SCALE: 1"=20' 0 10 20 Know what's before you dig. SITE PLAN CS100 1 03.06.2023 PERMIT REVISIONS KJP 01/12/2023 Reviewed by SAFEbuilt 04/14/2023 Reviewed for bldg. code conformance only. BI G T H O M P S O N A V E F R O N T A G E R O A D - - - - - - - - - - STAMP H: \ E s t e s M o u n t a i n I n n \ C O , E s t e s P a r k - E M I 0 0 0 0 0 1 . 2 0 - H o t e l E s t e s \ 0 C I V \ 3 - C D \ E M I 0 1 . 2 _ C - 3 . 1 _ U T I L I T Y P L A N . d w g - Ky l e P o l l o c k - 3/ 6 / 2 0 2 3 Init.#Issue / DescriptionDate CO N S T R U C T I O N P L A N S HO T E L E S T E S LO T 2 , S C H R O E D E R S U B , E S T E S P A R K 12 4 0 B I G T H O M P S O N A V E ES T E S P A R K , C O L O R A D O THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 6162 S. Willow Drive, Suite 320 Greenwood Village, CO 80111 303.770.8884 Date: Drawn By: Project No: Checked By: HTE000001.20 TLS MEM NOVEMBER 2, 2022 SCALE: 1"=20' 0 10 20 Know what's before you dig. UTILITY PLAN CU100 01/12/2023 Reviewed by SAFEbuilt 04/14/2023 Reviewed for bldg. code conformance only. BI G T H O M P S O N A V E F R O N T A G E R O A D - - - - - - - - - - STAMP H: \ E s t e s M o u n t a i n I n n \ C O , E s t e s P a r k - E M I 0 0 0 0 0 1 . 2 0 - H o t e l E s t e s \ 0 C I V \ 3 - C D \ E M I 0 1 . 2 _ C - 4 _ G R A D I N G P L A N . d w g - Ky l e P o l l o c k - 3/ 6 / 2 0 2 3 Init.#Issue / DescriptionDate CO N S T R U C T I O N P L A N S HO T E L E S T E S LO T 2 , S C H R O E D E R S U B , E S T E S P A R K 12 4 0 B I G T H O M P S O N A V E ES T E S P A R K , C O L O R A D O THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 6162 S. Willow Drive, Suite 320 Greenwood Village, CO 80111 303.770.8884 Date: Drawn By: Project No: Checked By: HTE000001.20 TLS MEM NOVEMBER 2, 2022 SCALE: 1"=20' 0 10 20 Know what's before you dig. OVERALL GRADING PLAN CG100 1 03.06.2023 PERMIT REVISIONS KJP 01/12/2023 Reviewed by SAFEbuilt 04/14/2023 Reviewed for bldg.code conformance only. - - - - - - - - - - STAMP H: \ E s t e s M o u n t a i n I n n \ C O , E s t e s P a r k - E M I 0 0 0 0 0 1 . 2 0 - H o t e l E s t e s \ 0 C I V \ 3 - C D \ E M I 0 1 . 2 _ C - 5 _ G R A D I N G D E T A I L . d w g - Ky l e P o l l o c k - 3/ 6 / 2 0 2 3 Init.#Issue / DescriptionDate CO N S T R U C T I O N P L A N S HO T E L E S T E S LO T 2 , S C H R O E D E R S U B , E S T E S P A R K 12 4 0 B I G T H O M P S O N A V E ES T E S P A R K , C O L O R A D O THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 6162 S. Willow Drive, Suite 320 Greenwood Village, CO 80111 303.770.8884 Date: Drawn By: Project No: Checked By: HTE000001.20 TLS MEM NOVEMBER 2, 2022 SCALE: 1"=5' 0 2.5 5 DETAIL GRADING PLAN CG200 SCALE: 1"=5' 0 2.5 5 1 03.06.2023 PERMIT REVISIONS KJP 01/12/2023 Reviewed by SAFEbuilt 04/14/2023 Reviewed for bldg. code conformance only. - - - - - - - - - - STAMP H: \ E s t e s M o u n t a i n I n n \ C O , E s t e s P a r k - E M I 0 0 0 0 0 1 . 2 0 - H o t e l E s t e s \ 0 C I V \ 3 - C D \ E M I 0 1 . 2 _ C - 5 _ G R A D I N G D E T A I L . d w g - Ky l e P o l l o c k - 3/ 6 / 2 0 2 3 Init.#Issue / DescriptionDate CO N S T R U C T I O N P L A N S HO T E L E S T E S LO T 2 , S C H R O E D E R S U B , E S T E S P A R K 12 4 0 B I G T H O M P S O N A V E ES T E S P A R K , C O L O R A D O THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 6162 S. Willow Drive, Suite 320 Greenwood Village, CO 80111 303.770.8884 Date: Drawn By: Project No: Checked By: HTE000001.20 TLS MEM NOVEMBER 2, 2022 DETAIL GRADING PLAN CG201 SCALE: 1"=5' 0 2.5 5 SCALE: 1"=5' 0 2.5 5 01/12/2023 Reviewed by SAFEbuilt 04/14/2023 Reviewed for bldg. code conformance only. - - - - - - - - - - STAMP H: \ E s t e s M o u n t a i n I n n \ C O , E s t e s P a r k - E M I 0 0 0 0 0 1 . 2 0 - H o t e l E s t e s \ 0 C I V \ 3 - C D \ E M I 0 1 . 2 _ C - 3 . 1 _ S I T E D E T A I L S . d w g - Ky l e P o l l o c k - 3/ 6 / 2 0 2 3 Init.#Issue / DescriptionDate CO N S T R U C T I O N P L A N S HO T E L E S T E S LO T 2 , S C H R O E D E R S U B , E S T E S P A R K 12 4 0 B I G T H O M P S O N A V E ES T E S P A R K , C O L O R A D O THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 6162 S. Willow Drive, Suite 320 Greenwood Village, CO 80111 303.770.8884 Date: Drawn By: Project No: Checked By: HTE000001.20 TLS MEM NOVEMBER 2, 2022 SITE DETAILS CS500 NEW CONCRETE LANDING. CONNECT TO SIDEWALK, REF CIVIL FOR GRADES DN 36" HIGH METAL HANDRAIL WITH 12" EXTENSIONS, REF ELEVATION CAST-IN-PLACE CONCRETE STAIRS, BROOM FINISH 12" TREADS, 7" MAX RISER. VERIFY GRADES IN FIELD 6" CONCRETE STRINGER NEW CONCRETE LANDING. CONNECT TO SIDEWALK, REF CIVIL FOR GRADES VA R I E S TR E A D S A T 1 2 " S P A VA R I E S 1' - 0 " 1' - 0 " 2' - 0 " 6" RE F C I V I L VA R I E S 7" M A X MI N 3' - 0 " 6" RAILING SHOWN FOR REFERENCE CONTRACTOR TO COORDINATE RAILING 6" CONCRETE WALL, BROOM FINISH SIDEWALK LANDING, REF CIVIL TREAD 1'-0" #4 AT 18" O.C. EACH WAY TO LAP SLAB REINFORCING A MIN #4 AT 18" O.C. VERT. LANDING, REF CIIVL 1'-0"6'-0"1'-0" 8" LA P S P A C E 2'-0 " M I N "W""A""B" 1' - 0 " "T " "H " "C " L A P S P L I C E 3" C L R . 3" CLR. "W" #4 CONT. @ 10" O.C. TOP & BOT. R6 BOT. FOOTING REINF. R5 TOP FOOTING REINF. 4"X2" (NOM.) CONT. KEYWAY, TYP. 2" Ø WEEP HOLES @ 10" O.C. R4 DOWELS FOR INSIDE FACE R3 DOWELS FOR OUTSIDE FACE R2 INSIDE FACE R1 OUTSIDE FACE #4 CONT. HORIX. @ 18" O.C. EA. FACE INSIDE FACE OF WALL STD. HOOK, TYP. 3/4 " CHAMFER, TYP. 2 - #5 CONT. TOP & BOT T.O.FTYG. EL- SEE PLAN T.0.W. EL- SEE PLAN CONTRACTOR TO COORDINATE WALL FINISH WITH ARCHITECT AND OWNER WITH OWNER AND ARCHITECT PRIOR TO INSTALLTION 1 03.06.2023 PERMIT REVISIONS KJP 42" GUARDRAIL REQUIRED IS STAIRWAY LOCATED MORE THAN 30" MEASURED VERTICALLY TO THE GRADE BELOW AT ANY POINT WITHIN 36" HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. 01/12/2023 Reviewed by SAFEbuilt 04/14/2023 Reviewed for bldg. code conformance only. BI G T H O M P S O N A V E F R O N T A G E R O A D - - - - - - - - - - STAMP H: \ E s t e s M o u n t a i n I n n \ C O , E s t e s P a r k - E M I 0 0 0 0 0 1 . 2 0 - H o t e l E s t e s \ 0 C I V \ 3 - C D \ E M I 0 1 . 2 _ E s t e s _ H o t e l _ F i r e T r u c k . d w g - Ky l e P o l l o c k - 3/ 6 / 2 0 2 3 Init.#Issue / DescriptionDate CO N S T R U C T I O N P L A N S HO T E L E S T E S LO T 2 , S C H R O E D E R S U B , E S T E S P A R K 12 4 0 B I G T H O M P S O N A V E ES T E S P A R K , C O L O R A D O THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 6162 S. Willow Drive, Suite 320 Greenwood Village, CO 80111 303.770.8884 Date: Drawn By: Project No: Checked By: HTE000001.20 TLS MEM NOVEMBER 2, 2022 FIRE TRUCK EXHIBIT CS501 01/12/2023 Reviewed by SAFEbuilt 04/14/2023 Reviewed for bldg. code conformance only. BI G T H O M P S O N A V E F R O N T A G E R O A D - - - - - - - - - - STAMP H: \ E s t e s M o u n t a i n I n n \ C O , E s t e s P a r k - E M I 0 0 0 0 0 1 . 2 0 - H o t e l E s t e s \ 0 C I V \ 3 - C D \ E M I 0 1 . 2 _ E R O S I O N C O N T R O L P L A N . d w g - Ky l e P o l l o c k - 3/ 6 / 2 0 2 3 Init.#Issue / DescriptionDate CO N S T R U C T I O N P L A N S HO T E L E S T E S LO T 2 , S C H R O E D E R S U B , E S T E S P A R K 12 4 0 B I G T H O M P S O N A V E ES T E S P A R K , C O L O R A D O THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 6162 S. Willow Drive, Suite 320 Greenwood Village, CO 80111 303.770.8884 Date: Drawn By: Project No: Checked By: HTE000001.20 TLS MEM NOVEMBER 2, 2022 SCALE: 1"=20' 0 10 20 Know what's before you dig. EROSION CONTROL PLAN CE100 01/12/2023 Reviewed by SAFEbuilt 04/14/2023 Reviewed for bldg. code conformance only. STRUCTURAL GENERAL NOTES ARCHITECT/ENGINEER:THE ARCHITECT OF RECORD AND THE STRUCTURAL ENGINEER OF RECORD. STRUCTURAL ENGINEER OF RECORD (SER): THE STRUCTURAL ENGINEER WHO IS LICENSED TO STAMP & SIGN THE STRUCTURAL DOCUMENTS FOR THE PROJECT. THE SER IS RESPONSIBLE FOR THE DESIGN OF THE PRIMARY STRUCTURAL SYSTEM. GENERAL CONTRACTOR (CONTRACTOR): THE CONSTRUCTION MANAGER RESPONSIBLE FOR THE OVERALL COORDINATION OF THE PROJECT CONSTRUCTION. CONTRACT DOCUMENTS (CDs): THE CONTRACT BETWEEN OWNER AND CONTRACTOR AND ANY DOCUMENTS EXPRESSLY INCORPORATED THEREIN INCLUDING THE BID SUBMITTED BY THE CONTRACTOR, THE DRAWINGS AND THE SPECIFICATIONS, AND ALL MODIFICATIONS, INCLUDING ADDENDA AND SUBSEQUENT CHANGE ORDERS. SPECIFICATIONS: REFER TO THE PROJECT SPECIFICATIONS ISSUED AS PART OF THE CONTRACT DOCUMENTS FOR INFORMATION SUPPLEMENTAL TO THESE DRAWINGS. OTHER DRAWINGS: REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, CIVIL AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION INCLUDING BUT NOT LIMITED TO: DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND WINDOW OPENINGS, CANOPIES, NON-BEARING WALLS, FINISHES, DRAINS, WATERPROOFING, RAILINGS, CURTAIN WALLS, CURBS, DEPRESSIONS, MECHANICAL UNIT LOCATIONS, AND OTHER NONSTRUCTURAL ITEMS. DEFINITIONS SUBMIT FOR REVIEW:SUBMITTALS OF SHOP DRAWINGS, ERECTION LAYOUTS, AND PRODUCT DATA ARE REQUIRED FOR ITEMS NOTED IN THE INDIVIDUAL MATERIALS SECTIONS. SUBMITTALS MAY BE PROVIDED ELECTRONICALLY OR HARD COPY. HARD COPY SUBMITTALS SHALL INCLUDE A MINIMUM OF FOUR (4) PRINTS. SUBMITTAL REVIEW PERIOD:SUBMITTALS SHALL BE MADE IN TIME TO PROVIDE A MINIMUM OF TWO WEEKS FOR REVIEW BY THE ARCHITECT/ENGINEER PRIOR TO THE ONSET OF FABRICATION. GENERAL CONTRACTOR'S PRIOR REVIEW:PRIOR TO SUBMISSION TO THE ARCHITECT/ENGINEER, THE CONTRACTOR SHALL REVIEW THE SUBMITTAL FOR COMPLETENESS. DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE SER, AND THEREFORE, MUST BE VERIFIED BY THE GENERAL CONTRACTOR. CONTRACTOR SHALL PROVIDE ANY NECESSARY DIMENSIONAL DETAILS REQUESTED BY THE DETAILER AND PROVIDE THE CONTRACTOR'S REVIEW STAMP AND SIGNATURE BEFORE FORWARDING TO THE ARCHITECT/ENGINEER. SHOP DRAWING REVIEW:ONCE THE CONTRACTOR HAS COMPLETED HIS REVIEW, THE SER WILL REVIEW THE SUBMITTAL FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND THE CONTRACT DOCUMENTS OF THE BUILDING AND WILL STAMP THE SUBMITTAL ACCORDINGLY. MARKINGS OR COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM COMPLIANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, NOR DEPARTURES THERE FROM. SUBMITTALS BIDDER-DESIGNED ELEMENTS:SUBMIT "BIDDER-DESIGNED" DEFERRED SUBMITTALS TO THE ARCHITECT AND SER FOR REVIEW PRIOR TO SUBMISSION TO THE CITY FOR APPROVAL. DESIGN OF PREFABRICATED, "BIDDER DESIGNED", MANUFACTURED, PRE-ENGINEERED, OR OTHER FABRICATED PRODUCTS SHALL BE COMPLIANT WITH THE FOLLOWING REQUIREMENTS: · DESIGN CONSIDERS TRIBUTARY DEAD, LIVE, WIND, AND EARTHQUAKE LOADS IN COMBINATIONS REQUIRED BY CODE. · DESIGN WITHIN THE DEFLECTION LIMITS NOTED HEREIN AND AS SPECIFIED OR REFERENCED IN 2015 IBC. · DESIGN SHALL CONFORM TO THE SPECIFICATIONS AND REFERENCE STANDARDS OF THE GOVERNING CODE. · SUBMITTAL SHALL INCLUDE: A. CALCULATIONS PREPARED, STAMPED AND SIGNED BY THE SSE DEMONSTRATING CODE CONFORMANCE. B. ENGINEERED COMPONENT DESIGN DRAWINGS ARE PREPARED, STAMPED AND SIGNED BY THE SSE. C. PRODUCT DATA, TECHNICAL INFORMATION AND MANUFACTURER'S WRITTEN REQUIREMENTS AND AGENCY APPROVALS AS APPLICABLE. D. SSE MAY SUBMIT TO THE ARCHITECT/ENGINEER, A REQUEST TO UTILIZE RELEVANT ALTERNATE DESIGN CRITERIA OF SIMILAR NATURE AND GENERALLY EQUIVALENCY WHICH IS RECOGNIZED BY THE CODE AND ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION. SUBMIT ADEQUATE DOCUMENTATION OF DESIGN. GENERAL CONTRACTOR'S PRIOR REVIEW: ONCE THE CONTRACTOR HAS COMPLETED HIS REVIEW OF THE SSE COMPONENT DRAWINGS, THE SER WILL REVIEW THE SUBMITTAL FOR GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING AND WILL STAMP THE SUBMITTAL ACCORDINGLY. REVIEW OF THE SPECIALTY STRUCTURAL ENGINEER'S (SSE) SHOP DRAWINGS (COMPONENT DESIGN DRAWINGS) IS FOR COMPLIANCE WITH DESIGN CRITERIA AND COMPATIBILITY WITH THE DESIGN OF THE PRIMARY STRUCTURE AND DOES NOT RELIEVE THE SSE OF RESPONSIBILITY FOR THAT DESIGN. ALL NECESSARY BRACING, TIES, ANCHORAGE, PROPRIETARY PRODUCTS SHALL BE FURNISHED AND INSTALLED PER MANUFACTURER'S INSTRUCTIONS OR THE SSE'S DESIGN DRAWINGS AND CALCULATIONS. THESE ELEMENTS INCLUDE BUT ARE NOT LIMITED TO: • EXTERIOR CLADDING SYSTEMS: CURTAIN WALL/STOREFRONT SYSTEMS, PRE-ENGINEERED PANELS • TEMPORARY SHORING SYSTEMS • CANOPIES • RAILINGS DEFERRED SUBMITTALS INSPECTIONS: SPECIAL INSPECTIONS AND TESTING SHALL BE IN ACCORDANCE WITH THE STATEMENT OF SPECIAL INSPECTIONS PER RBC SECTION 109.7 AND IBC SECTIONS 1704, 1705, AS APPLICABLE. SPECIAL INSPECTORS:SPECIAL INSPECTORS SHALL BE EMPLOYED BY THE OWNER, E.O.R./ARCHITECT TO PROVIDE SPECIAL INSPECTIONS FOR THE PROJECT. SPECIAL INSPECTORS SHALL BE QUALIFIED PERSONS WHO ARE REGISTERED WITH AN APPROVED AGENCY. INSPECTION SUBMITTALS:SPECIAL INSPECTION REPORTS SHALL BE PROVIDED ON A WEEKLY BASIS. FINAL SPECIAL INSPECTION REPORTS WILL BE REQUIRED BY EACH SPECIAL INSPECTION FIRM PER IBC 1704.1.2. SUBMIT COPIES OF ALL INSPECTION AND TESTING REPORTS TO THE ARCHITECT/ENGINEER AND THE AUTHORITY HAVING JURISDICTION FOR REVIEW AS SOON AS THEY ARE AVAILABLE. STRUCTURAL OBSERVATION:THIS PROJECT IS SEISMIC DESIGN CATEGORY X, THEREFORE STRUCTURAL SEISMIC OBSERVATIONS (ARE/AREN'T)REQUIRED. CONTRACTOR SHALL NOTIFY THE SER IN A TIMELY MANNER TO ALLOW SCHEDULED OBSERVATIONS TO OCCUR. FIELD (OBSERVATION) REPORTS WILL BE DISTRIBUTED TO THE ARCHITECT, THE CONTRACTOR, SPECIAL INSPECTOR AND THE AUTHORITY HAVING JURISDICTION. STATEMENT OF SPECIAL INSPECTIONS:SPECIAL INSPECTIONS AND TESTING SHALL BE PROVIDED IN ACCORDANCE WITH IBC SECTIONS 1704 AND 1705 AND PER THE FOLLOWING SCHEDULE OF SPECIAL INSPECTIONS. SPECIAL INSPECTIONS AND TESTING SOILS AND FOUNDATIONS GEOTECHNICAL REPORT PENDING N/A PREPARED BY:REPORT NO. REPORT DATE N/A 1. FOUNDATIONS FOR ALL STRUCTURES SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED FOR THIS SITE. 2. THE CONTRACTOR MUST FULLY REVIEW THIS REPORT PRIOR TO CONSTRUCTION. 3. INFORMATION IN THE GEOTECHNICAL REPORT SUPERSEDES ANY CONFLICTING INFORMATION CONTAINED IN THE CDS. DESIGN CRITERIA ALLOWABLE SOIL BEARING PRESSURE D+L 1500 PSF (ASSUMED) MINIMUM FROST EMBEDMENT (BELOW EXT GRADE OR SLAB SUBGRADE)30 INCHES SOIL PREPARATION AT BUILDING: PER IBC REQUIREMENTS SCHEDULE OF SPECIAL INSPECTIONS FOOTING SOIL BEARING SURFACES X COMPACTED FILL MATERIAL; PHYSICAL PROPERTIES EXCAVATION DEPTH AND BEARING LAYER DESCRIPTION OF SPECIAL INSPECTION PERIODIC CONTINUOUS SUBGRADE PREPARATION PRIOR TO BACKFILL BACKFILLING OPERATIONS IN ACCORDANCE WITH GEOTECHNICAL REPORT RECOMMENDATIONS INCLUDING LIFT THICKNESS, DENSITY TESTING, MOISTURE CONTENT, MATERIAL PROPERTIES X X X X CONCRETE CONSTRUCTION SIZE & PLACEMENT OF ALL REINFORCING STEEL X PLACEMENT CLEARANCES AROUND REINFORCING STEEL AT EMBEDDED CONDUIT X SHAPE, LOCATION & DIMENSIONS OF MEMBERS FORMED X USE OF THE REQUIRED DESIGN CONCRETE MIX X MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES X VERIFICATION OF IN-SITU CONCRETE STRENGTH PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS X PLACING & SIZE OF CAST-IN-PLACE ANCHOR BOLTS AND EMBEDDED FABRICATIONS PRIOR TO THE POUR X PLACING OF CONCRETE AROUND CAST-IN-PLACE BOLTS AND EMBEDS X SAMPLING OF FRESH CONCRETE X DETERMINATIONS OF SLUMP, AIR CONTENT, AND TEMPERATURE X GROUTING OPERATION OF REBAR DOWELS X INSTALLATION OF POST-INSTALLED ADHESIVE ANCHOR BOLTS X SOILS STRUCTURAL STEEL PRIOR TO THE START OF FABRICATION FOR: VERIFICATION OF STOP COMPLIANCE WITH IBC SECTION 1704.2.1 FOR COMPLETENESS AND ADEQUACY OF FABRICATION AND QUALITY CONTROL PROCEDURES VERIFICATION OF SHOP COMPLIANCE WITH AWS D1.1-2004 STRUCTURAL WELDING CODE VERIFICATION OF SHOP COMPLIANCE WITH AISC 360-05 CHAPTER M & CODE OF STANDARD PRACTICE X X X DURING WELDING OF SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" SIZE AS NOTED IN IBC TABLE 1704.3 X DURING FIELD WELDING OF ALL STEEL FLOOR AND METAL ROOF DECK PER AWS D1.3 AS NOTED IN IBC TABLE 1704.3 X DURING THE WELDING OPERATIONS - VERIFICATION OF WELDER QUALIFICATIONS X DURING THE WELDING OPERATIONS - VERIFICATION OF VALID WELD PROCEDURE SPECIFICATIONS PER AWS 01.1 X PRIOR TO PAINTING, SHIPPING TO SITE AND ERECTION - VERIFICATION OF ALL WELDED JOINTS PER AWS 01.1 TABLE 6.1 X PRIOR TO THE START OF ERECTION - VERIFICATION OF FRAMING REQUIREMENTS AND BOLTING PROCEDURES PER AISC X DURING HIGH STRENGTH BOLTING PER IBC SECTION 1704.3.2 AND 1704.3.3 X WELDING OF COMPLETE OR PARTIAL JOINT PENETRATION (CJP OR PJP) GROOVE WELDS PER IBC TABLE 1704.3 & 1707 X WELDING OF MULTI-PASS FILLET WELDS AND FILLET WELDS EXCEEDING 5/16" SIZE PER IBC TABLE 1704.3 & 1707 X INSTALLATION OF SIMPSON STRONG-TIE COMPANY, INC. TITEN HD ANCHORS TO VERIFY INSTALLATION IS PER MANUFACTURER'S AND ICC-ES REPORT ESR-2713 REQUIREMENTS X INSPECT ERECTION OF PRECAST CONCRETE MEMBERS X CAST-IN-PLACE CONCRETE CONCRETE MIX DESIGN REQUIREMENTS ST R E N G T H F' C ( P S I ) SPREAD FOOTINGS SLABS-ON-GRADE W/ C M R A T I O AG G R E G A T E , M A X . ( I N . ) AI R C O N T E N T (+ / - 1 . 5 % ) RE C O M M E N D . S L U M P , ( I N ) 4500 TE S T A G E FOUNDATION WALLS/PIERS 28 1 EX P O S U R E CL A S S 0.45 4.5 3 4000 28 1 0.45 3 5000 28 1 0.40 6.0 4 REFERENCE STANDARDS: 1. ACI 301-10 "SPECIFICATIONS FOR STRUCTURAL CONCRETE" 2. ACI 305.1-10 "SPECIFICATIONS FOR HOT WEATHER CONCRETING" 3. ACI 306.1-10 "SPECIFICATION FOR COLD WEATHER CONCRETING" 4. ACI 318-14 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" 5. ACI 117-10 "SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS" SUBMITTALS PROVIDE ALL SUBMITTALS REQUIRED BY ACI 301 SECTION 4.1.2. SUBMIT MIX DESIGNS FOR EACH MIX IN THE TABLE BELOW. SUBSTANTIATING STRENGTH RESULTS FROM PAST TESTS SHALL NOT BE OLDER THAN 12 MONTHS PER ACI 318 SECTION 5.3. MIX DESIGN REQUIREMENTS NOTES: 1. FLY ASH: THE USE OF FLY ASH, OTHER POZZOLANS, SILICA FUME OR SLAG SHALL CONFORM TO ACI 318 TABLE 26.4.2.2(b) AND SECTION 26.4.2.2 MAXIMUM AMOUNT OF FLY ASH SHALL BE 25% OF TOTAL CEMENTITIOUS CONTENT UNLESS REVIEWED AND APPROVED OTHERWISE BY SER. 2. AGGREGATES SHALL CONFORM TO ASTM C33. 3. NON-CHLORIDE ACCELERATOR: NON-CHLORIDE ACCELERATING ADMIXTURE MAY BE USED IN CONCRETE PLACED AT AMBIENT TEMPERATURES BELOW 50°F AT THE CONTRACTOR'S OPTION. 4. RECOMMENDED SLUMP APPLY WHEN VIBRATION IS USED TO CONSOLIDATE THE CONCRETE AND MAY BE INCREASED BY 1" FOR OTHER CONSOLIDATION METHODS. SLUMP MAY BE INCREASED WHEN CHEMICAL ADMIXTURES ARE USED, PROVIDED THAT THE TREATED CONCRETE HAS THE SAME OR LOWER WATER/CEMENT RATIO AND DOES NOT SHOW SEGREGATION POTENTIAL OR EXCESSIVE BLEEDING. MEASURED SLUMP TOLERANCE SHALL BE +/-1.5" MAXIMUM. CONCRETE CURING:PROVIDE CURING COMPOUNDS FOR CONCRETE AS FOLLOWS: 1. USE MEMBRANE CURING COMPOUNDS THAT ARE COMPATIBLE WITH AND WILL NOT AFFECT SURFACES TO BE COVERED WITH FINISH MATERIALS APPLIED DIRECTLY TO CONCRETE. 2. APPLY CURING COMPOUNDS AT A RATE EQUIVALENT TO THE RATE OF APPLICATION AT WHICH CURING COMPOUND WAS ORIGINALLY TESTED FOR IN CONFORMANCE TO THE REQUIREMENTS OF ASTM C 309-07 AND THE MANUFACTURER'S RECOMMENDATIONS. TESTING:OBTAIN SAMPLES AND CONDUCT TESTS IN ACCORDANCE WITH ACI 301 SECTION 1.6.4.2 ADDITIONAL SAMPLES MAY BE REQUIRED TO OBTAIN CONCRETE STRENGTHS AT ALTERNATE INTERVALS THAN SHOWN BELOW. CURE 4 CYLINDERS FOR 28-DAY TEST. TEST 1 CYLINDER AT 7 DAYS, TEST 2 CYLINDERS AT 28 DAYS, AND HOLD 1 CYLINDER IN RESERVE FOR USE AS THE SER DIRECTS. AFTER 56 DAYS, UNLESS NOTIFIED BY THE ENGINEER TO THE CONTRARY, THE RESERVE CYLINDER MAY BE DISCARDED WITHOUT BEING TESTED FOR SPECIMENS MEETING 28 DAY STRENGTH REQUIREMENTS. ACCEPTANCE: STRENGTH IS SATISFACTORY WHEN: 1. THE AVERAGES OF ALL SETS OF 3 CONSECUTIVE TESTS EQUAL OR EXCEED THE SPECIFIED STRENGTH. 2. NO INDIVIDUAL TEST FALLS BELOW THE SPECIFIED STRENGTH BY MORE THAN 500 PSI. 3. A "TEST" FOR ACCEPTANCE IS THE AVERAGE STRENGTH OF TWO 6 BY 12 IN CYLINDERS OR THREE 4 BY 8 IN CYLINDERS TESTED AT THE SPECIFIED TEST AGE. F2/S0/W0/C1 F1/S0/W0/C1 F3/S0/W0/C2 6.0 POST-INSTALLED ANCHORS (INTO CONCRETE AND MASONRY) REFERENCE STANDARDS: 1. ACI 318-14 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE", CHAPTER 17 - "ANCHORING TO CONCRETE" POST-INSTALLED ANCHORS: INSTALL ONLY WHERE SPECIFICALLY SHOWN IN THE DETAILS OR ALLOWED BY SER. ALL POST- INSTALLED ANCHORS TYPES AND LOCATIONS SHALL BE APPROVED BY THE SER AND SHALL HAVE A CURRENT ICC-EVALUATION SERVICE REPORT THAT PROVIDES RELEVANT DESIGN VALUES NECESSARY TO VALIDATE THE AVAILABLE STRENGTH EXCEEDS THE REQUIRED STRENGTH. SUBMIT CURRENT MANUFACTURER'S DATA AND ICC ESR REPORT TO SER FOR APPROVAL REGARDLESS OF WHETHER OR NOT IT IS A PRE-APPROVED ANCHOR. ANCHORS SHALL BE INSTALLED IN STRICT ACCORDANCE TO ICC-ESR AND MANUFACTURERS INSTRUCTIONS. NO REINFORCING BARS SHALL BE DAMAGED DURING INSTALLATION OF POST INSTALLED ANCHORS. SPECIAL INSPECTION SHALL BE PER THE TESTS AND INSPECTIONS SECTION. ANCHOR TYPE DIAMETER AND EMBEDMENT SHALL BE AS INDICATED ON DRAWINGS. 1. ADHESIVE ANCHORS: THE FOLLOWING ADHESIVE-TYPE ANCHORING SYSTEMS HAVE BEEN USED IN THE DESIGN AND SHALL BE USED FOR ANCHORAGE TO CONCRETE AND MASONRY AS APPLICABLE AND IN ACCORDANCE WITH CORRESPONDING CURRENT ICC ESR REPORT. DRILLED-IN ANCHOR EMBEDMENT LENGTHS SHALL BE AS SHOWN ON DRAWINGS OR NOT LESS THAN 7 TIMES THE ANCHOR NOMINAL DIAMETER (7D). A. SIMPSON "SET-3G"- ICC ESR 4057 FOR ANCHORAGE TO CONCRETE B. HILTI "HIT RE 500 SD" - ICC ESR 2322 FOR ANCHORAGE TO CONCRETE C. POWERS "PE1000" - ICC ESR-2583 FOR ANCHORAGE TO CONCRETE 2. SCREW ANCHORS: THE FOLLOWING SCREW TYPE ANCHOR IS PRE-APPROVED FOR ANCHORAGE TO CONCRETE OR MASONRY IN ACCORDANCE WITH CORRESPONDING CURRENT ICC ESR REPORT: A. SIMPSON "TITEN HD" - ICC ESR-2713 FOR CONCRETE ONLY AND ICC ESR-1056 FOR MASONRY ONLY B. POWERS "WEDGE-BOLT" - ICC ESR-2526 FOR CONCRETE ONLY AND ICC ESR-1678 FOR MASONRY ONLY C. POWERS "SNAKE" - ICC ESR-2272 FOR ANCHORAGE TO CONCRETE ONLY STRUCTURAL STEEL REFERENCE STANDARDS: 1. ANSI/AISC 303-10 - CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS & BRIDGES HEREAFTER REFERENCED AS AISC 303. 2. ANSI/AISC 360-10 - SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS HEREAFTER REFERENCED AS AISC 360. 3. RCSC - SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS, 2009. 4. AWS D1.1-10 - STRUCTURAL WELDING CODE - STEEL HEREAFTER REFERENCED AS AWS D1.1. SUBMITTALS: 1. SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH AISC 360 SECTION M.1 AND AISC 303 SECTION 4. 2. SUBMIT WELDERS CERTIFICATES VERIFYING QUALIFICATION WITHIN PAST 12 MONTHS. 3. AFFIDAVIT STATING THE STEEL PROVIDED MEETS THE REQUIREMENTS OF THE GRADE(S) SPECIFIED. MATERIALS WELDING: 1. WELDING SHALL CONFORM TO AWS D1.1 AND VISUALLY CONFORM TO AWS SECTION 6 AND TABLE 6.1. FABRICATION/ERECTION INSPECTIONS BY THE CONTRACTOR PER AWS D1.1 SECTION 6 SHALL BE BY ASSOCIATE/CERTIFIED INSPECTORS (AWI/CWI) PER AWS QC1 OR AWS B5.1. SPECIAL INSPECTIONS (VERIFICATION INSPECTIONS) SHALL BE BY A CERTIFIED WELDING INSPECTOR (CWI) OR SENIOR WELDING INSPECTOR (SWI) PER AWS B5.1. 2. WELDERS SHALL BE QUALIFIED FOR THE SPECIFIC PREQUALIFIED JOINTS REQUIRED BY THE DESIGN AND CERTIFIED IN ACCORDANCE WITH AWS REQUIREMENTS. 3. WELDING SHALL BE IN ACCORDANCE WITH APPROPRIATE WELD PROCEDURE SPECIFICATIONS (WPS'S) WELDERS SHALL BE FAMILIAR WITH THE APPLICABLE WPS'S. 4. WELDER QUALIFICATIONS AND WPS'S SHALL BE MAINTAINED AT THE SITE OF THE WORK AND SHALL BE READILY AVAILABLE FOR INSPECTION UPON REQUEST BOTH IN THE SHOP AND IN THE FIELD. 5. USE E70 OR E71T, 70 KSI STRENGTH ELECTRODES APPROPRIATE FOR THE PROCESS SELECTED. 6. PRIOR TO THE START OF WORK, SPECIAL INSPECTOR OR, IF "AISC CERTIFIED" OR OTHERWISE "APPROVED" SHOP, A SHOP CERTIFIED WELD INSPECTOR (CWI) CERTIFIED IN ACCORDANCE WITH PROVISIONS OF AWS QC1 SHALL INSPECT AND DOCUMENT COMPLIANCE WITH THE FOLLOWING: A. CONFIRM WELDER QUALIFICATIONS PRIOR TO THE START OF WORK. B. REVIEW ALL WPS PRIOR TO THE START OF WORK. C. CONFIRM MATERIALS IN FABRICATIONS CONFORM TO THE SPECIFICATIONS. D. PERIODICALLY OBSERVE JOINT PREPARATION, FIT-UP AND WELDER TECHNIQUES. E. IDENTIFY ON PLANS ALL MULTI-PASS FILLET WELDS, SINGLE PASS FILLET WELDS GREATER THAN 5/16", AND COMPLETE- AND PARTIAL-JOINT PENETRATION (CJP OR PJP) GROOVE WELDED BUTT JOINTS THAT REQUIRES CONTINUOUS (SPECIAL) INSPECTION. F. VISUALLY INSPECT ALL WELDS PER SPECIAL INSPECTION REQUIREMENTS FOR STEEL AND AWS SECTION 6.5 AND TABLE 6.1. 7. WELDING OF HIGH STRENGTH ANCHOR RODS (F1554-105) IS PROHIBITED UNLESS APPROVED BY ENGINEER. 8. WELDING OF SHEAR STUDS ON STEEL BEAMS: HEADED SHEAR STUDS WELDED TO TOPS OF WIDE FLANGE BEAM SHALL BE WELDED IN ACCORDANCE WITH AWS D1.1 CHAPTER 7 "STUD WELDING". 9. WELDING OF HEADED STUDS ON EMBEDDED STEEL PLATES FOR ANCHORAGE TO CONCRETE: HEADED STUDS WELDED TO STEEL EMBEDMENT PLATES CAST MONOLITHIC WITH CONCRETE AND SHALL BE WELDED IN ACCORDANCE WITH AWS D11 CHAPTER 7 "STUD WELDING" UNLESS NOTED OTHERWISE ON PLANS. HIGH-STRENGTH BOLTING: HIGH STRENGTH BOLTS SHALL BE OF THE ASTM GRADE AND TYPE SPECIFIED IN THE MATERIALS SECTION. UNLESS NOTED OTHERWISE, INSTALL BOLTS IN JOINTS IN ACCORDANCE WITH THE RCSC SPECIFICATION AS JOINT TYPE ST, "SNUG TIGHT'', - PER RCSC SPECIFICATION TABLE 4.1 AND SECTION 8.1. INSPECTION IS PER RCSC SECTION 9.1. BOLTS HAVE BEEN DESIGNED AS ASTM A325-N BOLTS - "THREADS INCLUDED IN THE SHEAR PLANE". WIDE FLANGE (W), TEE (WT) SHAPES ASTM A992 FY = 50 KSI STANDARD (S), MISCELLANEOUS (M) SHAPES ASTM A572 GRADE 50 FY = 50 KSI CHANNEL (C), MISC. CHANNEL (MC), ANGLE (L) SHAPES ASTM A36 FY = 36 KSI STRUCTURAL BARS & PLATES (PL) ASTM A36 FY = 36 KSI HOLLOW STRUCTURAL SECTION-SQUARE/RECT (HSS)ASTM A500 GRADE C FY = 50 KSI ASTM A53 GRADE B FY = 35 KSI HOLLOW STRUCTURAL SECTION-ROUND (HSS) ASTM A500 GRADE C FY = 46 KSI ASTM A325/F1852 TYPE 1, PLAIN NUTS ASTM A563 WASHERS (FLAT OR BEVELED) ASTM F436-REQ'D @ SLOTTED & OVERSIZE HOLES WELDING ELECTRODES E70XX, E71TXX UNLESS NOTED OTHERWISE WITH A MINIMUM TOUGHNESS OF 20FT-LBS AT 40° F THREADED RODS (ANCHOR BOLTS) ASTM A307 FY = 35 KSI WELDED HEADED STUDS (WHS) 3/4" OR 7/8" ASTM A108- NELSON/TRW S3L OR EQUAL WELDED HEADED STUDS (WHS) 1/2" OR 5/8"ASTM A108- NELSON/TRW H4L OR EQUAL DOWEL BAR ANCHORS ASTM A496- NELSON/TRW D2L OR EQUAL ANCHOR RODS (ANCHOR BOLTS)ASTM F1554 GR. 55 (WELDABLE) PER SUPPLEMENT NO. 1 STRUCTURAL PIPE (PIPE) 12" DIA AND LESS HIGH-STRENGTH BOLTS MILD THREADED RODS ASTM A36 FY = 36 KSI ASTM A36 FY = 36 KSI WIDE FLANGE BEARING PILES (HP) SHAPES CONCRETE REINFORCEMENT REFERENCE STANDARDS: 1. ACI 301-10 "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE", SECTION 3 "REINFORCEMENT AND REINFORCEMENT SUPPORTS. 2. ACI SP-66-04 "ACI DETAILING MANUAL" INCLUDING ACI 315-99 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT. 3. CRSI MSP-09, 28TH EDITION, "MANUAL OF STANDARD PRACTICE". 4. ANSI/AWS D1.4-11 "STRUCTURAL WELDING CODE-REINFORCING STEEL. 5. IBC CHAPTER 19-CONCRETE. 6. ACI318-14. 7. ACI117-10. SUBMITTALS: SUBMIT PLACING DRAWINGS SHOWING FABRICATION DIMENSIONS AND LOCATIONS FOR PLACEMENT OF REINFORCEMENT AND REINFORCEMENT SUPPORTS. MATERIALS REINFORCING BARS ASTM A615 GRADE 60 DEFORMED BARS WELDABLE REINFORCING BARS ASTM A706 GRADE 60 DEFORMED BARS SMOOTH WELDED WIRE FABRIC ASTM A185 DEFORMED WELDED WIRE FABRIC ASTM A497 BAR SUPPORTS CRS I MSP-09, CHAPTER 3 "BAR SUPPORTS" TIE WIRE 16 GAGE OR HEAVIER, BLACK ANNEALED STUD RAILS ASTM A1044 DECON OR APPROVED EQUIVALENT HEADED DEFORMED BARS ASTM A970 PLACING:CONFORM TO ACI 301 SECTION 3.3.2 "PLACEMENT." PLACING TOLERANCES SHALL CONFORM TO ACI 117. CONCRETE COVER: CONFORM TO THE FOLLOWING COVER REQUIREMENTS UNLESS NOTED OTHERWISE IN THE DRAWINGS: CONCRETE CAST AGAINST EARTH 3" CONCRETE EXPOSED TO EARTH OR WEATHER 2" TIES IN COLUMNS AND BEAMS 1-1/2" BARS IN SLABS 3/4" BARS IN WALLS 3/4" EXTERIOR BARS IN TILT-UP PANELS 1" SPLICES:CONFORM TO ACI 301 SECTION 3.3.2.7, "SPLICES". REFER TO "TYPICAL LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE" FOR TYPICAL REINFORCEMENT SPLICES.WOOD SHEATHING SHEATHING REQUIREMENTS LOCATION THICKNESS WALL SPAN RATING GRADE 3/4"48/24 REFERENCE STANDARDS: 1. NDS-2015 "NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION" 2. APA PDS-12 "PANEL DESIGN SPECIFICATION" 3. VOLUNTARY PRODUCT STANDARD PS 1-95 "CONSTRUCTION AND INDUSTRIAL PLYWOOD" 4. VOLUNTARY PRODUCT STANDARD PS 2-10 "PERFORMANCE STANDARD FOR WOOD-BASED STRUCTURAL-USE PANELS" IDENTIFICATION: ALL SAWN LUMBER AND PRE-MANUFACTURED WOOD PRODUCTS SHALL BE IDENTIFIED BY THE GRADE MARK OR A CERTIFICATE OF INSPECTION ISSUED BY THE CERTIFYING AGENCY. WOOD STRUCTURAL SHEATHING: WOOD APA-RATED STRUCTURAL SHEATHING INCLUDES ALL VENEER PLYWOOD AND ORIENTED STRAND BOARD. UNLESS NOTED OTHERWISE, SHEATHING SHALL COMPLY WITH THE FOLLOWING TABLE: UNLESS NOTED OTHERWISE ON DRAWINGS, INSTALL ROOF AND FLOOR PANELS WITH LONG DIMENSION ACROSS SUPPORTS AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. END JOINTS SHALL OCCUR OVER SUPPORTS. EXPOSURE C-D 1 WOOD FRAMING SHEATHING REQUIREMENTS LOCATION SIZE (IN) WALL SPAN RATING 7/16" 48/24 REFERENCE STANDARDS: 1. NDS-2015 "NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION" 2. APA PDS-12 "PANEL DESIGN SPECIFICATION" 3. VOLUNTARY PRODUCT STANDARD PS 1-09 "CONSTRUCTION AND INDUSTRIAL PLYWOOD" 4. VOLUNTARY PRODUCT STANDARD PS 2-10 "PERFORMANCE STANDARD FOR WOOD-BASED STRUCTURAL-USE PANELS" 5. ANSI/TPI 1 "NATIONAL DESIGN STANDARD FOR METAL-PLATE-CONNECTED WOOD TRUSS CONSTRUCTION" 6. ANSI A190.1-2012 “STANDARD FOR WOOD PRODUCTS - STRUCTURAL GLUED LAMINATED TIMBER” SUBMITTALS: 1. ENGINEERED WOOD - PRODUCT DATA 2. BOLTS AND FASTENERS 3. METAL-PLATE-CONNECTED WOOD TRUSSES (DEFERRED SUBMITTAL) ALL SUBMITTALS SHALL BE IN ACCORDANCE WITH IBC CHAPTER 23. SUBMIT STRUCTURAL CALCULATIONS AND SHOP DRAWINGS (COMPONENT DESIGN DRAWINGS) STAMPED BY A SSE. REFERENCE “DEFERRED SUBMITTALS” SECTION ABOVE FOR ADDITIONAL INFORMATION. IDENTIFICATION: ALL SAWN LUMBER AND PRE-MANUFACTURED WOOD PRODUCTS SHALL BE IDENTIFIED BY THE GRADE MARK OR A CERTIFICATE OF INSPECTION ISSUED BY THE CERTIFYING AGENCY. PRESERVATIVE-TREATED WOOD (PT): WHERE REQUIRED, WOOD MATERIALS SHALL BE "PRESERVATIVE-TREATED WOOD" IN ACCORDANCE WITH IBC SECTION 2304.11. WOOD TREATMENT SHALL CONFORM TO IBC SECTION 2303.1.8. FASTENERS IN CONTACT WITH PT WOOD TO BE IN ACCORDANCE WITH IBC SECTION 2304.9.5. MOISTURE CONTENT: WOOD MATERIAL USED FOR THIS PROJECT SHALL HAVE MAXIMUM MOISTURE CONTENT OF 19% EXCEPT FOR PT WOOD SILL PLATES. REFER TO TESTING & INSPECTIONS FOR THE VERIFICATION OF THESE LIMITS. DIMENSION LUMBER: PROPERTIES AND DIMENSIONS OF DIMENSION LUMBER AS SPECIFIED IN THE TABLE BELOW SHALL BE IN ACCORDANCE WITH NDS AND NDS SUPPLEMENT “DESIGN VALUES FOR WOOD CONSTRUCTION”. WOOD STRUCTURAL SHEATHING: WOOD APA-RATED STRUCTURAL SHEATHING INCLUDES ALL VENEER PLYWOOD AND ORIENTED STRAND BOARD. UNLESS NOTED OTHERWISE, SHEATHING SHALL COMPLY WITH THE FOLLOWING TABLE: EXPOSURE 1 DIMENSION LUMBER MEMBERS USE SIZE SPECIES GRADE WALL STUD SILL PLATE POST JOIST (FLOOR, ROOF) BEAM BEAM POST NO. 2 NO. 2 NO. 2 NO. 2 NO. 2 NO. 1 NO. 1 DOUGLAS FIR2X4, 2X6 2X4, 2X6 4X4, 4X6, 4X8 2X6 THRU 2X12 4X8 THRU 4X12 6X8 THRU 6X12 6X6, 8X8 FLOOR 23/32" 32/16 GRADE C-D 1 ENGINEERED WOOD PRODUCTS: PRODUCTS LISTED HEREIN ARE MANUFACTURED BY TRUSJOIST AND WERE USED FOR THE DESIGN AS SHOWN ON THE PLANS. ALTERNATE PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUIVALENT OR GREATER PHYSICAL PROPERTIES. SUBSTITUTIONS MUST BE APPROVED BY THE SER. 1. MICROLLAM LAMINATED VENEER LUMBER (LVL): ICC ES REPORT NO. ESR-1387 2. PARALLAM PARALLEL STRAND LUMBER (PSL): ICC ES REPORT NO. ESR-1387 3. TIMBERSTRAND LAMINATED STRAND LUMBER (LSL): ICC ES REPORT NO. ESR-1387 4. PARALLEL CHORD I-JOISTS (DEFERRED SUBMITTAL): ICC REPORT NO. ESR-1153 ENGINEERED WOOD TYPE WIDTH (IN) LSL DEPTH (IN) 3 1/2" > 9" Fc (PSI) 1,835 LSL LVL 1 3/4", 3 1/2" 1 3/4" < 9" ALL Fb (PSI) 2,600 2,325 2,510 2,170 PSL PSL USE HEADER, BEAM, COLUMN 3 1/2", 5 1/4", 7 3 1/2", 5 1/4", 7 HEADER, BEAM HEADER, BEAM HEADER, BEAM COLUMN ALL ALL E(10^6) (PSI) 1.3" 1.55" 2.0" 1.8" 2.0" Fv (PSI) 2,900 2,400 1,700 425 310 285 290 190 2,900 2,500 GLUED LAMINATED LUMBER (GLULAM): CAMBER ALL GLUED LAMINATED BEAMS, EXCEPT CANTILEVERED AND CONTINUOUS BEAMS, TO 3000' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. GLUE-LAMINATED LUMBER (GLULAM) MEMBER USE SIZE BEAM SPECIES ALL DF/DF USE SIMPLE SPAN BEAM ALL DF/DF DESIGNATION 24F-V4 24F-V8 CONTINUOUS OR CANTILEVER FASTENERS: CONFORM TO IBC SECTION 2304.9 "CONNECTIONS AND FASTENERS." NAILING REQUIREMENTS: PROVIDE MINIMUM NAILING IN ACCORDANCE WITH IBC TABLE 2304.10.1 "FASTENING SCHEDULE" EXCEPT AS NOTED ON THE DRAWINGS. NAILING FOR ROOF/FLOOR DIAPHRAGMS/SHEAR WALLS SHALL BE PER DRAWINGS. NAILS SHALL BE DRIVEN FLUSH AND SHALL NOT FRACTURE THE SURFACE OF SHEATHING. ALL NAILS 12D AND SMALLER SHALL BE FULL LENGTH COMMON UNLESS NOTED OTHERWISE. 16D NAILS MAY BE 16D SINKERS UNLESS NOTED OTHERWISE. ALTERNATE NAILS MAY BE USED BUT ARE SUBJECT TO REVIEW AND APPROVAL BY THE SER. SUBSTITUTION OF STAPLES FOR THE NAILING OF RATED SHEATHING IS SUBJECT TO REVIEW BY THE SER PRIOR TO CONSTRUCTION. LAG SCREWS: PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. TIMBER CONNECTORS: PRODUCTS LISTED HEREIN ARE MANUFACTURED BY SIMPSON STRONG-TIE AND WERE USED FOR THE DESIGN AS SHOWN ON THE PLANS. ALTERNATE CONNECTORS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUIVALENT OR GREATER LOAD CAPACITIES. SUBSTITUTIONS MUST BE APPROVED BY THE SER. CONNECTORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS. CONNECTORS IN CONTACT WITH PT WOOD SHALL BE HOT-DIPPED GALVANIZED (HDG). CONSTRUCTION BRACING: THE STRUCTURAL INTEGRITY OF THE BUILDING IS DEPENDENT UPON COMPLETION ACCORDING TO THE PLANS AND SPECIFICATIONS. THE STRUCTURAL ENGINEER OF RECORD ASSUMES NO LIABILITY FOR THE STRUCTURE DURING CONSTRUCTION. THE METHOD OF CONSTRUCTION AND SEQUENCE OF OPERATIONS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL SUPPLY ANY NECESSARY BRACING, GUYS, ETC. TO PROPERLY BRACE THE STRUCTURE AGAINST WIND, DEAD AND LIVE LOADS UNTIL THE BUILDING IS COMPLETED ACCORDING TO THE PLANS AND SPECIFICATIONS. ANY QUESTIONS REGARDING TEMPORARY BRACING REQUIREMENTS SHOULD BE FORWARDED TO A STRUCTURAL ENGINEER FOR REVIEW. SUBMITTALS: FASTENERS AND CONNECTORS IN CONTACT WITH PT WOOD: FASTENERS ATTACHING TIMBER CONNECTORS TO PT WOOD SHALL HAVE MATCHING PRESERVATIVE TREATMENTS AS THE PROTECTED CONNECTOR. FASTENERS (NAILS, SCREWS, ETC.) ATTACHING DIMENSION LUMBER OR SHEATHING (SHEAR WALLS) TO PT WOOD SHALL BE CORROSION RESISTANT; EITHER HOT-DIPPED GALVANIZED (HDG, ASTM A153), MECHANICALLY GALVANIZED (ASTM B695) OR STAINLESS STEEL. VERIFY THE SUITABILITY OF THE FASTENER PROTECTION/COATING WITH THE WOOD TREATMENT CHEMICAL MANUFACTURER/SUPPLIER. C-D 48/24ROOF 23/32"1C-D DOUGLAS FIR DOUGLAS FIR DOUGLAS FIR DOUGLAS FIR DOUGLAS FIR DOUGLAS FIR 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By: COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMP #Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 3/9/2023 2:08:45 PM Au t o d e s k D o c s : / / H R I 0 1 - H o t e l E s t e s P o r t e - C o c h e r e / H RI 0 1 _ H o t e l E s t e s P o r t e - c o c h e r e _ A R C H _ R 2 3 . r v t STRUCTURAL GENERAL NOTES S001 HRI000001.30 DLN ER 12 4 0 B I G T H O M P S O N A V E , ES T E S P A R K , C O 8 0 5 0 1 7 HO T E L E S T E S HO C H S T E T L E R R E S O R T S 1 01/13/2023 P.C. SUBMITTAL 3-9-2023 Reviewed by SAFEbuilt 04/14/2023 Intumescent paint GOVERNING CODE: THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE "INTERNATIONAL BUILDING CODE (IBC)", 2015 EDITION, HEREAFTER REFERRED TO AS THE IBC, AS ADOPTED BY THE TOWN OF ESTES PARK BUILDING DEPARTMENT UNDERSTOOD TO BE THE AUTHORITY HAVING JURISDICTION (AHJ). REFERENCE STANDARDS: REFER TO CHAPTER 35 OF THE IBC. WHERE OTHER STANDARDS ARE NOTED IN THE DRAWINGS, USE THE LATEST EDITION OF THE STANDARD UNLESS A SPECIFIC DATE IS INDICATED. REFERENCE TO A SPECIFIC SECTION IN A CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE STANDARD. NOTE PRIORITIES:PLAN AND DETAIL NOTES AND SPECIFIC LOADING DATA PROVIDED ON INDIVIDUAL PLANS AND DETAIL DRAWINGS SUPPLEMENTS INFORMATION IN THE STRUCTURAL GENERAL NOTES. DISCREPANCIES:IN CASE OF DISCREPANCIES BETWEEN THE GENERAL NOTES, SPECIFICATIONS PLAN/DETAILS OR REFERENCE STANDARDS, THE ARCHITECT/ENGINEER SHALL DETERMINE WHICH SHALL GOVERN. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. SHOULD ANY DISCREPANCY BE FOUND IN THE CONTRACT DOCUMENTS, THE CONTRACTOR WILL BE DEEMED TO HAVE INCLUDED IN THE PRICE THE MOST EXPENSIVE WAY OF COMPLETING THE WORK, UNLESS PRIOR TO THE SUBMISSION OF THE PRICE, THE CONTRACTOR ASKS FOR A DECISION FROM THE ARCHITECT AS TO WHICH SHALL GOVERN. ACCORDINGLY, ANY CONFLICT IN OR BETWEEN THE CONTRACT DOCUMENTS SHALL NOT BE A BASIS FOR ADJUSTMENT IN THE CONTRACT PRICE. COORDINATION: THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND ACCURACY OF THE WORK; FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS; FOR SELECTING FABRICATION PROCESSES; FOR TECHNIQUES OF ASSEMBLY; AND FOR PERFORMING WORK IN A SAFE AND SECURE MANNER. MEANS, METHODS, AND SAFETY REQUIREMENTS:THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA AND DOSH (DEPARTMENT OF OCCUPATIONAL SAFETY AND HEALTH). CONTRACTOR IS RESPONSIBLE TO ADHERE TO OSHA REGULATIONS REGARDING STEEL ERECTION ITEMS SPECIFICALLY ADDRESSED IN THE LATEST OSHA REGULATIONS. TEMPORARY SHORING, BRACING:THE CONTRACTOR IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE TEMPORARY SHORING, BRACING AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THE WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR EXECUTING IT PROPERLY. SITE VERIFICATION:THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. ADJACENT UTILITIES: THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL ADJACENT UNDERGROUND UTILITIES PRIOR TO EARTHWORK, FOUNDATIONS, SHORING, AND EXCAVATION. ANY UTILITY INFORMATION SHOWN ON THE DRAWINGS AND DETAILS IS APPROXIMATE AND NOT NECESSARILY COMPLETE. ALTERNATES:ALTERNATE PRODUCTS OF SIMILAR STRENGTH, NATURE, AND FORM FOR SPECIFIED ITEMS MAY BE SUBMITTED WITH ADEQUATE TECHNICAL DOCUMENTATION TO THE ARCH/ENGINEER FOR REVIEW. ALT. MATERIALS THAT ARE SUBMITTED WITHOUT ADEQUATE DOCUMENTATION OR THAT SIGNIFICANTLY DEVIATE FROM THE DESIGN INTENT OF MATERIALS SPECIFIED MAY BE REJECTED. ALTS. THAT REQUIRE SUBSTANTIAL EFFORT TO REVIEW WILL NOT BE REVIEWED UNLESS AUTHORIZED BY THE OWNER. GENERAL REQUIREMENTS DESIGN CRITERIA RISK CATEGORY IIWIND DESIGN DATA ULTIMATE DESIGN WIND SPEED (3 SECOND GUST), VULT 175 MPH EXPOSURE CATEGORY C MAIN WIND FORCE RESISTING SYSTEM (LODGE) WOOD FRAMED SHEAR WALLS INTERNAL PRESSURE COEFFICIENT, CPI +/- 0.55 TOPOGRAPHIC FACTOR, KZT 1.0 ANALYSIS PROCEDURE DIRECTIONAL PROCEDURE EARTHQUAKE DESIGN DATA SEISMIC DESIGN CATEGORY, SDC B SEISMIC FORCE RESISTING SYSTEM SEE MWFRS ABOVE SITE CLASSIFICATION, SITE CLASS C (ASSUMED) IMPORTANCE FACTOR, IE 1.0 MAPPED SPECTRAL RESPONSE ACCELERATION 0.229 g 0.068 g SHORT PERIOD, SS 1-SECOND PERIOD, S1 DESIGN SPECTRAL RESPONSE COEFFICIENT 0.198 g 0.068 g SHORT PERIOD, SDS 1-SECOND PERIOD, SD1 SEISMIC RESPONSE COEFFICIENT, CS = SDS/R 0.010 DESIGN BASE SHEAR 1.5 KIPS ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE LIVE LOADS ROOF 20 PSF FLOOR: (PRIMARY LOAD CATEGORY) ROOF SNOW LOAD (IN ACCORDANCE WITH CHAPTER 7 OF ASCE7-10) FLAT ROOF SNOW LOAD, PF 58.8 PSF IMPORTANCE FACTOR, IS 1.0 GROUND SNOW LOAD, PG 70 PSF EXPOSURE FACTOR, CE 1.2 THERMAL FACTOR, CT 1.0 DEFLECTION LIMITS ROOF: DEAD + (LIVE OR SNOW OR WIND), TOTAL LOAD L/240 ROOF: ( LIVE OR SNOW OR WIND)L/360 FLOOR: TOTAL LOAD UNO L/240 FLOOR: LIVE LOAD UNO L/360 FLOOR: CORRIDORS & STAIRS RESPONSE MODIFICATION COEFFICIENT, R 6.5 NA NA UNIFORMLY DIST. CONCENTRATED IMPACT NA NA UNIFORMLY DIST. CONCENTRATED IMPACT SPECIAL LOADS AND SPECIFIED SECTION OF CODE NASPECIAL LOADS DRIFT SURCHARGE LOADS, PD 70 PSF WIDTH OF SNOW DRIFT 20 FT PHOTOVOLTAIC DEAD LOAD NA UNIFORMLY DIST. NA NA MAIN WIND FORCE RESISTING SYSTEM (PORTE COCHERE) STEEL ORDINARY MOMENT FRAMES COMPONENTS AND CLADDING PRESSURES (PSF) ROOF ZONES WALL ZONESEFFECTIVE AREA (SQ. FEET)1 & 2e 4 5 10 20 50 100 INTERIOR ZONES (ROOFS: ZONE 1, WALLS: ZONE 4) END ZONES (ROOFS: ZONE 2, WALLS: ZONE 5) CORNER ZONES (ROOFS: ZONE 3) NOTES: 1. H = MEAN ROOF HEIGHT = 25.583 FT. 2. A = END/CORNER WIDTH = 3.5 FT. 3. WALL ZONE DESIGN PRESSURES SHALL BE CONSIDERED TO ACT AS BOTH POSITIVE AND NEGATIVE PRESSURES. 4. ROOF ZONE DESIGN PRESSURES ARE NEGATIVE (UPLIFT) 5. COMPONENT AND CLADDING PRESSURES SHOWN ARE UNFACTORED -42.8 -80.6 -77.3 -72.9 -69.5 -99.5 -92.8 -84.0 -77.3 -83.5 -137.3 -137.3 2n, 2r, & 3e -110.2 -137.3 -173.2 -200.3 3r -124.7 -158.9 -204.0 -238.1 GABLE ROOF h aa a a 2 e 2 n 2 n 2 r 3 r 3 r 3 e 3 e 1 4 5 5 DEMOLITION 1. ALL WORK SHALL CONFORM TO APPLICABLE PROVISIONS OF ALL STATE AND LOCAL CODES AND ORDINANCES. 2. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AS THEY ARE RELATED TO CONSTRUCTION AND DEMOLITION. REPORT TO THE OWNER AND STRUCTURAL ENGINEER OF RECORD ALL OBSERVATIONS AND ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. IN AREAS OF DISCREPANCY, DEMOLITION SHALL NOT PROCEED WITHOUT WRITTEN APPROVAL FROM THE OWNER AND ENGINEER OF RECORD. 3. DEMOLITION WORK SHALL BE PERFORMED IN SUCH A MANNER AS TO PRESERVE THE INTEGRITY OF ALL ADJACENT STRUCTURAL ELEMENTS. WHERE NECESSARY, PRECUT CONNECTIONS TO STRUCTURAL ELEMENTS TO REMAIN IN ORDER TO AVOID DAMAGE DURING REMOVAL OF CONNECTED FRAMING MEMBERS. 4. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT THE EXISTING BUILDING ELEMENTS TO REMAIN DURING DEMOLITION. DO NOT CUT OR ALTER ANY OF THE EXISTING STRUCTURE OR ARCHITECTURAL ELEMENTS TO REMAIN WITHOUT THE PRIOR WRITTEN APPROVAL FROM THE ARCHITECT OR ENGINEER OF RECORD. PROVIDE PROTECTION FOR EXISTING WALLS, COLUMNS, BRACES, AND OTHER BUILDING ELEMENTS TO REMAIN FROM FALLING DEBRIS. ANY DAMAGE TO EXISTING ELEMENTS TO REMAIN SHALL BE REPAIRED BY THE CONTRACTOR AT THEIR OWN EXPENSE. 5. THE CONTRACTOR SHALL IDENTIFY AND CHECK ALL EXISTING WATER, SANITARY, AND ELECTRIC LINES WHICH ARE TO REMAIN AND BE PROTECTED FROM DAMAGE DURING DEMOLITION AND ALTERATION OF WORK. 6. DEMOLITION OF FRAMING ELEMENTS SHOWN ON THESE DRAWINGS MAY VARY BASED ON THE CONSTRUCTION SEQUENCE AND REQUIREMENTS OF THE BUILDING DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ADEQUATE CONTINGENCY IN BUDGET AND SCHEDULE TO ALLOW FOR MODIFICATIONS AND REVISIONS ARE REQUIRED DUE TO THESE SPECIAL CONDITIONS. 7. WHERE DETAILS FOR SPECIFIC CONDITIONS ARE NOT SHOWN ON THESE PLANS, USE DETAILS FOR THE MOST SIMILAR CONDITIONS SHOWN ON THE STRUCTURAL DRAWINGS AS DETERMINED BY THE OWNER AND THE STRUCTURAL ENGINEER OF RECORD. REPORT AND COORDINATE ISSUES IMMEDIATELY TO THE ARCHITECT FOR REVIEW. 8. IT IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE FOR A SAFE AND EFFICIENT METHOD OF SHORING AND/OR BRACING THE EXISTING STRUCTURE AS REQUIRED DURING ALL DEMOLITION AND CONSTRUCTION PHASES. NOTE THAT TEMPORARY BRACING IS REQUIRED FOR ALL COLUMNS AND WALLS TO REMAIN WHERE INTERCONNECTED FRAMING MEMBERS ARE TO BE REMOVED. 9. THE CONTRACTOR SHALL ENGAGE A STRUCTURAL ENGINEER, LICENSED BY THE STATE IN WHICH THE PROJECT IS BEING CONSTRUCTED, TO PROVIDE STAMPED STRUCTURAL CALCULATIONS AND DRAWINGS FOR ALL TEMPORARY SHORING AND BRACING SYSTEMS, AS WELL AS AN ANALYSIS OF ANY TEMPORARY LOADS THAT THE CONTRACTOR CHOOSES TO IMPOSE UPON THE EXISTING STRUCTURE. 10. ALL BIDDERS SHALL VISIT THE SITE TO BECOME FAMILIAR WITH THE EXISTING FACILITY LIMITATIONS TO ACCESS THE BUILDING FOR PERSONNEL AND EQUIPMENT, AND OTHER COORDINATION RELATED ISSUES. ANY DISCREPANCIES, OMISSIONS, OR VARIATIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS THAT ARE DISCOVERED DURING THE BIDDING PERIOD SHALL BE IMMEDIATELY COMMUNICATED IN WRITING TO THE OWNER AND ENGINEER. EXISTING CONDITIONS 1. EXCEPT IN DEMOTION PLANS, AND WHERE OTHERWISE NOTED, ALL NEW CONSTRUCTION IS SHOWN WITH SOLID BLACK LINES, AND EXISTING CONSTRUCTION IS SHOWN WITH SOLID GREYED LINES. 2. EXISTING CONDITIONS ON THESE DRAWINGS ARE REPRODUCED, IN WHOLE OR IN PART, FROM EXISTING DRAWINGS AND/OR LIMITED VISUAL OBSERVATIONS OF THE EXISTING STRUCTURE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE COMMENCING OF WORK. 3. THE CONTRACTOR SHALL CARRY CONTINGENCY IN PRICING FOR DIFFERENCES IN CONDITIONS SHOWN, INCLUDING BUT NOT LIMITED TO: A. DIFFERENT FRAMING CONDITIONS. B. DIFFERENT FOUNDATION CONDITIONS. C. HIDDEN DAMAGE OR DETERIORATION IN STRUCTURAL MEMBERS. D. ADDITIONAL FRAMING TO SUPPORT MECHANICAL EQUIPMENT AND PENETRATIONS THROUGH STEEL BEAMS DUE TO ENCOUNTERED CONDITIONS. 4. WHERE DISCREPANCIES BETWEEN THE DESIGN DRAWINGS AND FIELD CONDITIONS ARE FOUND, OR EXISTING STRUCTURAL MEMBERS AND CONNECTIONS ARE FOUND TO BE DAMAGED OR DETERIORATED TO A DIMINISHED CAPACITY AND ARE NOT SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL SUBMIT DETAILED SKETCHES OF THE EXISTING CONDITIONS TO THE OWNER AND ENGINEER FOR REVIEW PRIOR TO COMMENCING WITH WORK. MODIFICATIONS TO CURRENT DETAILS OR ADDITIONAL NEW DETAILS MAY BE REQUIRED BASED ON THE ACTUAL FIELD CONDITIONS. 5. EXISTING FRAMING MEMBERS SHOWN ON THESE DRAWINGS ARE DESIGNATED BASED ON VISUAL OBSERVATIONS OF EXISTING STRUCTURE. ACTUAL MEMBER SIZES SHALL BE VERIFIED IN THE FIELD. 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By: COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMP #Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 3/9/2023 2:08:46 PM Au t o d e s k D o c s : / / H R I 0 1 - H o t e l E s t e s P o r t e - C o c h e r e / H RI 0 1 _ H o t e l E s t e s P o r t e - c o c h e r e _ A R C H _ R 2 3 . r v t STRUCTURAL GENERAL NOTES S002 HRI000001.30 DLN ER 12 4 0 B I G T H O M P S O N A V E , ES T E S P A R K , C O 8 0 5 0 1 7 HO T E L E S T E S HO C H S T E T L E R R E S O R T S 1 01/13/2023 P.C. SUBMITTAL 2 03/06/2023 P.C. RESUBMITTAL 1 3-9-2023 Reviewed by SAFEbuilt 04/14/2023 B B C C E E 1 1 4 4 9 9 8 8 7 76 6 11' - 1 9/16" 14 ' - 1 1 3 / 1 6 " 5' - 3"33' - 3"2' - 9"2' - 6"3' - 1 1/4"14' - 0"14' - 0"3' - 1 1/4"10 7/16" 30' - 1 7/16" 101' - 6" 5" SLAB-ON-GRADE WITH #4@12 C/C EACH WAY NOTE: SEE CIVIL DRAWINGS TO COORDINATE ELEVATIONS, GRADING REQUIREMENTS, AND LOCATIONS OF SITE WORK AND RAMPS. GC TO COORDINATE REQUIREMENTS WITH ARCHITECTURE AS WELL FOR ADA ACCESSIBILITY. 8'-0" X 8'-0" X 16" FOOTING, REINFORCE WITH 9-#5 EACH WAY TOP AND BOTT., TYP AT STEEL COLUMNS 3'-0" X 3'-0" X 12", REINFORCE WITH 4-#5 EACH WAY, TYP AT LODGE FTG. 5.125X9 DF GLULAM POST, TYP AT RIDGE AND PERIMETER BEAM SUPPORTS AT EA END FF 5 5 GG AA DD 3 3 2 2 10 10 5" SLAB-ON-GRADE WITH #4@12 C/C EACH WAY DOWN DO W N 1 S200 99' - 11 3/4" W12x65 1 S201 4 S401 2 S201 3 S201 4 S201 2 S202 3 S202 EXISTING STRUCTURE. NOT SHOWN FOR CLARITY 3 S401 3 S401 33 ' - 8 " 8' - 5 " 16 ' - 9 " 8' - 5 " 34' - 3" SEE ARCH FOR SLAB CONTROL JOINTS AND INTEGRAL CONCRETE COLORS [96' - 6"] [96' - 6"] [96' - 6"][97' - 6"][97' - 6"][97' - 6"] [97' - 6"] [98' - 6"] [97' - 6"] [97' - 6"] [97' - 6"] [97' - 6"] [97' - 6"] [97' - 6"] [96' - 6"] [98' - 6"] [98' - 6"] [98' - 6"] W12x65 W12x65 W12x65 1' - 0 " 3' - 6 " 1 0 ' - 3 " 2 ' - 1 1 " 6 ' - 1 0 " 2 ' - 0 " 8 ' - 2 " 1'-8" DEEP THICKENED SLAB W/ (2) #4 CONT. AND DOWELS PER DETAILS AT LOUNGE SLAB PERIMETER 1'-4" X 1'-4" CONC. PIER W/ (8) #5 VERT. AND #3 TIES AT 6" O.C., TYP. UNDER ALL LOUNGE COL. 2 A101 100' - 0" 43' - 9" 101' - 1 13/16" 1 P2.1 2 P2.1 TOP OF FOUNDATION ELEVATION ISOLATED FOUNDATION STEEL COLUMN [98'-6"] FOOTING WALL MARK TOP OF FOOTING ELEVATION WF [97'-0"] ISOLATED FOOTING CONTINUOUS FOOTING FOUNDATION LEGEND C1 COLUMN MARK BP1 BASE PLATE MARK FOOTING MARK TYPES WF WALL FOOTING TD TURNDOWN TS THICKENED SLAB F ISOLATED FOUNDATION FOUNDATION PLAN NOTES 1. SEE S001 FOR STRUCTURAL GENERAL NOTES AND DESIGN CRITERIA. SEE G001 FOR ABBREVIATIONS. 2. VERIFY DIMENSIONS AND ELEVATIONS WITH ALL OTHER DISCIPLINES. COORDINATE ANY DISCREPANCIES WITH THE ARCHITECT PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL LOCATE AND VERIFY THE FOLLOWING WITH OTHER DISCIPLINES PRIOR TO POURING CONCRETE: A. DOOR OPENINGS B. DRAINS AND SLOPES C. BLOCKOUTS AND CHASES D. CONCRETE CURBS E. OWNER SUPPLIED ITEMS 4. SEE CIVIL DRAWINGS FOR GRADING DETAILS OUTSIDE THE BUILDING ENVELOPE. 5. SEE ARCHITECTURAL AND CIVIL PLANS FOR SLAB DEPRESSIONS, STEPS, SLOPES, DRAINS, EXTERIOR SLABS, ETC. 6. ESTABLISH AND VERIFY SIZE AND LOCATION OF OPENINGS AND INSERTS IN SLAB AND FOOTINGS WITH OTHER DRAWINGS, TRADES AND SUBCONTRACTOR'S PRIOR TO CONSTRUCTION. 7. FOUNDATIONS NOTED ARE ASSUMED AND SUBJECT TO CHANGE BASED ON GEOTECHNICAL INVESTIGATION AND FOUNDATIONS AND SUBGRADE RECOMMENTATIONS. THE OWNER SHALL PROCURE GEOTECHNICAL SERVICES AND THE GC SHOULD ADHERE TO THE RECOMMENDATIONS PROVIDED. STEEL BASEPLATE SCHEDULE NOTES: 1. ALL HOLES SHALL BE DRILLED WITH NO LARGER THAN 1/2" DIAMETER GREATER THAN THE SPECIFIED BOLT DIAMETER. 2. PLATES AND COLUMNS SHALL BE SET ON 1 1/2" NON-SHRINK DRY PACK GROUT SATISFYING THE MINIMUM SPECIFICATIONS SET FORTH IN THE SGN. 3. SHIMS MAY BE LEFT IN PLACE BELOW COLUMNS AT CONTRACTOR'S DISCRETION. 4. BOLTS SHALL BE THREADED RODS WITH NUTS EXTENDING A MINIMUM OF 12" INTO THE CONCRETE FOOTING UNO. BOLTS SHALL PROJECT A MINIMUM OF 3" FROM THE TOP LEVEL OF THE BASEPLATE. USE (6) 1" DIA BOLTS 1-1/2" STEEL PLATE 1'-8" 1' - 8 " 1 3/4"8 1/4" 8 1/4" 1 3/4" 1 3 / 4 " 1' - 4 1 / 2 " 1 3 / 4 " TYP. AT FLANGES 3/8 3/8 WEB 1/4 1/4 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By: COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMP #Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 3/9/2023 2:08:46 PM Au t o d e s k D o c s : / / H R I 0 1 - H o t e l E s t e s P o r t e - C o c h e r e / H RI 0 1 _ H o t e l E s t e s P o r t e - c o c h e r e _ A R C H _ R 2 3 . r v t FOUNDATION PLAN S101 HRI000001.30 DLN ER 12 4 0 B I G T H O M P S O N A V E , ES T E S P A R K , C O 8 0 5 0 1 7 HO T E L E S T E S HO C H S T E T L E R R E S O R T S SCALE: 1/4" = 1'-0"1 FOUNDATION PLAN 1 01/13/2023 P.C. SUBMITTAL 2 03/06/2023 P.C. RESUBMITTAL 1 2 3-9-2023 Reviewed by SAFEbuilt 04/14/2023 B B C C E 1 1 4 4 9 9 8 8 7 76 6 12 ' - 9 " 12 ' - 9 " 9' - 9 " 10 ' - 3 " 118' - 2 11/16" W2 1 X 8 3 W2 1 X 8 3 HSS4x4x1/4 POST TO SUPPORT RIDGE BEAM 4X10 DF RS TIMBER PURLINS SPAN BETWEEN BEAMS, AT ROOF AND WALLS, AT 4'-0" O.C. MAX. NOT SHOWN FOR CLARITY. 6x14 DF RS RAFTERS SPAN BETWEEN RIDGE AND PERIMETER BEAMS AT 4'-9" O.C. MAX., TYP. FF 5 5 GG AA DD 3 3 2 2 10 10 3 S200 2 S200 1 S202 1 S200 33' - 3" 4 S801 4 S801 5.125X31.5 GLULAM 2 S201 5. 1 2 5 X 2 4 G L U L A M 5. 1 2 5 X 1 8 G L U L A M 5. 1 2 5 X 1 8 G L U L A M 16 ' - 8 " 8' - 1 0 " 8 ' - 2 " 5' - 3"2' - 9" 2' - 6" 3' - 1" 14' - 0"14' - 0" 3' - 1" 10" 5.125X10.5 GLULAM5.125X10.5 GLULAM 5.125X10.5 GLULAM5.125X10.5 GLULAM 5.125X10.5 GLULAM5.125X10.5 GLULAM 5.125X10.5 GLULAM5.125X10.5 GLULAM 5.125X10.5 GLULAM5.125X10.5 GLULAM 5 .1 2 5 X 1 0 .5 G L U L A M 5.125X10.5 GLULAM HSS4x4x1/4 POST TO SUPPORT RIDGE BEAM 5.125X10.5 GLULAM 5 .1 2 5 X 1 0 .5 G L U L A M 5.125X10.5 GLULAM, TYP. COL. AT GRID 8 TO 10 2 S202 3 S202 1 S201 4 S201 3 S201 LODGE ENTRY AWNING BELOW LODGE WINDOW AWNING BELOW W21X44 W21X44 8' - 5 " 8' - 5 " 8' - 5 " 8' - 5 " (3) 1.75 X 18 LVL BEAM BELOW, SEE ELEVATIONS (3) 1.75 X 18 LVL BEAM BELOW, SEE ELEVATIONS 5. 1 2 5 X 1 8 G L U L A M 2X4 SF PURLINS SPAN BETWEEN RAFTERS AT 2'-0" O.C. MAX., TYP. AT PORTE COCHERE1 S801 2 S801 1 S801 2 S801 1 S801 2 S801 1 S801 2 S801 1 P2.1 2 P2.1 ROOF SHEATHING ATTACHMENT SCHEDULE NOTES: 1. USE ONLY ADHESIVES CONFORMING TO APA SPECIFICATION AFG-01 OR ASTM D3498. APPLY IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2.THIS TABLE IS BASED UPON THE APA RECOMMENDATIONS FOR STURD-I-FLOOR AND SHEATHING ATTACHMENT. SHEATHING REQUIRED ATTACHMENT PITCHED ROOFS 19/32" APA RATED OSB SHEATHING NAILED WITH 8d COMMON SMOOTH OR DEFORMED SHANK NAILS AT 4" OC ALONG PANEL EDGES AND 12" OC ALONG INTERMEDIATE SUPPORTS. INSTALL CLIPS AT PANEL EDGES. STAPLES ARE NOT ALLOWED. ROOF FRAMING PLAN NOTES 1. REF TO S001 FOR STRUCTURAL GENERAL NOTES AND DESIGN CRITERIA. REF TO G003 FOR ABBREVIATIONS. 2. VERIFY DIMENSIONS AND ELEVATIONS WITH ALL OTHER DISCIPLINES. 3. LOCATION OF MECHANICAL CHASES AND OTHER OPENINGS MAY NOT NECESSARILY BE SHOWN ON STRUCTURAL DRAWINGS. TRIM OPENINGS PER APPROPRIATE DETAIL. 4. SEE BEARING WALL SCHEDULE FOR STUD QUANTITY AND SPACING. 5. VERIFY ALL ELEVATIONS WITH APPROVED ARCHITECTURAL. 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By: COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMP #Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 3/9/2023 2:08:47 PM Au t o d e s k D o c s : / / H R I 0 1 - H o t e l E s t e s P o r t e - C o c h e r e / H RI 0 1 _ H o t e l E s t e s P o r t e - c o c h e r e _ A R C H _ R 2 3 . r v t ROOF PLAN S102 HRI000001.30 DLN ER 12 4 0 B I G T H O M P S O N A V E , ES T E S P A R K , C O 8 0 5 0 1 7 HO T E L E S T E S HO C H S T E T L E R R E S O R T S SCALE: 1/4" = 1'-0"1 ROOF FRAMING PLAN 1 01/13/2023 P.C. SUBMITTAL 2 03/06/2023 P.C. RESUBMITTAL 1 3-9-2023 Reviewed by SAFEbuilt 04/14/2023 LODGE F.F. 100' -0" LOBBY F.F. 101' -6" DRIVE WAY 100' -0" 1 4 532 4' - 7"33' - 3"4' - 6"0" S401 4 98' - 6" T/FTG 98' - 6" W1 2 X 6 5 W1 2 X 6 5 W21X44 ALL PORTE COCHERE W- SECTION STEEL TO BE INFILLED WITH WOOD FRAMING, REFER TO ARCH DRAWINGS S801 2 S801 2T/STL 114' - 8 1/2" LODGE F.F. 100' -0" LOBBY F.F. 101' -6" DRIVE WAY 100' -0" B.O. PORTE COCHERE EAVE 114' -8 1/4" 1 4 532 43' - 9" 5' - 11"33' - 3"5' - 8" 4 S801 S801 5 W21X83W21X83 118' - 2 11/16" 114' - 8 1/2" HSS4x4x1/4 POST HSS4x4x1/4 POST 5.125X24 GLULAM ALL PORTE COCHERE W- SECTION STEEL TO BE INFILLED WITH WOOD FRAMING, REFER TO ARCH DRAWINGS LODGE F.F. 100' -0" BCE LOBBY F.F. 101' -6" DRIVE WAY 100' -0" B.O. PORTE COCHERE EAVE 114' -8 1/4" F AD W21X83 114' - 8 1/2" T/FTG. 98' - 6"T/FTG. 98' - 6" 5.125x31.5 S801 1 S801 1 S801 4 S401 4 HSS4x4x1/4 POST W21X44 W21X44 5 S801 W1 2 X 6 5 W1 2 X 6 5 T/STL COL. 114' - 8 1/2" TYP. ALL PORTE COCHERE W- SECTION STEEL TO BE INFILLED WITH WOOD FRAMING, REFER TO ARCH DRAWINGS 25' - 6"11 3/4" 12' - 9"12' - 9" 115' - 7 3/16" 16 ' - 2 1 / 2 " 10 1 1 / 1 6 " 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By: COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMP #Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 3/9/2023 2:08:48 PM Au t o d e s k D o c s : / / H R I 0 1 - H o t e l E s t e s P o r t e - C o c h e r e / H RI 0 1 _ H o t e l E s t e s P o r t e - c o c h e r e _ A R C H _ R 2 3 . r v t PORTE COCHERE SECTIONS S200 HRI000001.30 DLN ER 12 4 0 B I G T H O M P S O N A V E , ES T E S P A R K , C O 8 0 5 0 1 7 HO T E L E S T E S HO C H S T E T L E R R E S O R T S SCALE: 1/4" = 1'-0"1 SECTION AT GRID A SCALE: 1/4" = 1'-0"2 SECTION AT GRID C SCALE: 1/4" = 1'-0"3 SECTION AT GRID 3 1 01/13/2023 P.C. SUBMITTAL 3-9-2023 Reviewed by SAFEbuilt 04/14/2023 LODGE F.F. 100' -0" PORTE COCHERE EAVE 111' -1" B B.O. EAVE 117' -1" T.O. RIDGE 121' -9" C E LOBBY F.F. 101' -6" B.O. PORTE COCHERE EAVE 114' -8 1/4" PROPOSED PORTE COCHERE CLEARANCE 115' -1" SLOPED DRIVE WAY 97' -6" F GAD 7' - 8" 8' - 5" 8' - 5" 8' - 5" 8' - 5" 7' - 7" 48' - 9" 8X8 DF RS AWNING POSTS, TYP. 8X8 DF RS AWNING FRAMING, TYP. 5.25 X 18 LVL BEAM BEYOND SUPPORTING COLUMN LODGE F.F. 100' -0" PORTE COCHERE EAVE 111' -1" B B.O. EAVE 117' -1" T.O. RIDGE 121' -9" CE LOBBY F.F. 101' -6" B.O. PORTE COCHERE EAVE 114' -8 1/4" PROPOSED PORTE COCHERE CLEARANCE 115' -1" SLOPED DRIVE WAY 97' -6" FG AD 7' - 7" 8' - 5" 8' - 5" 8' - 5" 8' - 5" 7' - 8" 48' - 9" 8X8 DF RS AWNING POSTS, TYP. 8X8 DF RS AWNING FRAMING, TYP. 5.25 X 18 LVL BEAM BEYOND SUPPORTING COLUMN (2) 2X6 HEADER (2) 2X6 HEADER LODGE F.F. 100' -0" PORTE COCHERE EAVE 111' -1" B.O. EAVE 117' -1" T.O. RIDGE 121' -9" LOBBY F.F. 101' -6" B.O. PORTE COCHERE EAVE 114' -8 1/4" PROPOSED PORTE COCHERE CLEARANCE 115' -1" 4 9876 SLOPED DRIVE WAY 97' -6" 5 10 10"3' - 1"14' - 0"14' - 0" 1/2" DIA. A36 TENSION ROD AND TURNBUCKLE CROSS- BRACING IN EACH END BAY CONNECTED TO STEEL PLATE, TYP. 14" X 14" X 1/2" THICK STEEL PLATE W/ (2) 3/4" THROUGH BOLTS EACH MEMBER, TYP. EACH INTERSECTION LODGE F.F. 100' -0" PORTE COCHERE EAVE 111' -1" B.O. EAVE 117' -1" T.O. RIDGE 121' -9" LOBBY F.F. 101' -6" B.O. PORTE COCHERE EAVE 114' -8 1/4" 49876 SLOPED DRIVE WAY 97' -6" 510 14' - 0"14' - 0"3' - 1"10" 1/2" DIA. A36 TENSION ROD AND TURNBUCKLE CROSS- BRACING IN EACH END BAY CONNECTED TO STEEL PLATE, TYP. 16" X 16" X 1/2" THICK STEEL PLATE W/ (2) 3/4" THROUGH BOLTS EACH MEMBER, TYP. EACH INTERSECTION 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By: COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMP #Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 3/9/2023 2:08:49 PM Au t o d e s k D o c s : / / H R I 0 1 - H o t e l E s t e s P o r t e - C o c h e r e / H RI 0 1 _ H o t e l E s t e s P o r t e - c o c h e r e _ A R C H _ R 2 3 . r v t LODGE ELEVATIONS S201 HRI000001.30 DLN ER 12 4 0 B I G T H O M P S O N A V E , ES T E S P A R K , C O 8 0 5 0 1 7 HO T E L E S T E S HO C H S T E T L E R R E S O R T S SCALE: 1/4" = 1'-0"1 LODGE - WEST ELEVATION SCALE: 1/4" = 1'-0"2 LODGE - EAST ELEVATION SCALE: 1/4" = 1'-0"3 LODGE - NORTH ELEVATION SCALE: 1/4" = 1'-0"4 LODGE - SOUTH ELEVATION 1 01/13/2023 P.C. SUBMITTAL 3-9-2023 Reviewed by SAFEbuilt 04/14/2023 LODGE F.F. 100' -0" B.O. EAVE 117' -1" T.O. RIDGE 121' -9" DRIVE WAY 100' -0" 4 9876 SLOPED DRIVE WAY 97' -6" 5 10 14' - 0"14' - 0" 5.125X18 GLULAM 5 .1 2 5 X 1 0 .5 G L U L A M 5.125X10.5 GLULAM 5.125X24 GLULAM 5.125X18 GLULAM 5.125X10.5 GLULAM 5 . 1 2 5 X 1 0 . 5 G L U L A M 8 ° 5.125X18 GLULAM 115' - 8"115' - 8" S801 6 S801 6 LODGE F.F. 100' -0" B.O. EAVE 117' -1" T.O. RIDGE 121' -9" LOBBY F.F. 101' -6" 4 9876 SLOPED DRIVE WAY 97' -6" 5 10 5.125X18 GLULAM 5 .1 2 5 X 1 0 .5 G L U L A M 119' - 1 1/16" 5.125X10.5 GLULAM 5.125X24 GLULAM 5.125X18 GLULAM 5.125X10.5 GLULAM 5 . 1 2 5 X 1 0 . 5 G L U L A M 114' - 2 1/2" S801 6 S801 6 LODGE F.F. 100' -0" PORTE COCHERE EAVE 111' -1" B.O. EAVE 117' -1" T.O. RIDGE 121' -9" LOBBY F.F. 101' -6" 4 98765 10 5.125X18 GLULAM 5 .1 2 5 X 1 0 .5 G L U L A M 5.125X10.5 GLULAM 5.125X24 GLULAM 5.125X18 GLULAM 5.125X10.5 GLULAM 5 . 1 2 5 X 1 0 . 5 G L U L A M S801 6 S801 6 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By: COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMP #Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 3/9/2023 2:08:49 PM Au t o d e s k D o c s : / / H R I 0 1 - H o t e l E s t e s P o r t e - C o c h e r e / H RI 0 1 _ H o t e l E s t e s P o r t e - c o c h e r e _ A R C H _ R 2 3 . r v t LODGE SECTIONS S202 HRI000001.30 Author Checker 12 4 0 B I G T H O M P S O N A V E , ES T E S P A R K , C O 8 0 5 0 1 7 HO T E L E S T E S HO C H S T E T L E R R E S O R T S SCALE: 1/4" = 1'-0"1 SECTION AT GRID D SCALE: 1/4" = 1'-0"2 SECTION AT GRID D1 SCALE: 1/4" = 1'-0"3 SECTION AT GRID D2 1 01/13/2023 P.C. SUBMITTAL 3-9-2023 Reviewed by SAFEbuilt 04/14/2023 NOTES: 1.DOWELED JOINTS ARE REQ'D AT SLAB SLOPE TRANSITIONS AND OTHER SPECIFIC LOCATIONS INDICATED ON DRAWINGS ONLY. 2.TOOLED JOINT OR JOINT FORM (ZIP STRIP) MAY BE USED AS AN ALTERNATE TO SAWCUT JOINT SAWCUT DEPTH APPROXIMATELY 1/4 OF SLAB THICKNESS SLAB ON GRADE PER PLAN SLAB ON GRADE PER PLAN CONTROL JOINT PER PLAN SAWCUT JOINT TAPE OR GREASE ONE END OF DOWEL TO BREAK BOND TO CONCRETE EXPANSION PAPER AS REQ'D SLAB ON GRADE PER PLAN #4x16" LONG DOWEL AT 18" OC CENTERED IN SLAB JOINTDOWELED JOINT H/ 41/4 " H 1"1 /4 " FOOTING FOR WALL, COLUMN, ELEVATOR PIT, ETC. MINIMUM 2 HORIZONTAL TO 1 VERTICAL SLOPE. CONFIRM WITH GEOTECH REPORT. 2 1 ±13' MAX ±1 3 ' M A X 169 SF MAX FIRST SLAB POUR SECOND SLAB POURSECOND SLAB POUR CLOSURE POUR AROUND COLUMNS, TYP CONTROL JOINTS, TYP SPACE JOINTS AT 13'-0" MAX EW WITH RATIO NOT TO EXCEED 1.5:1 FOR ANY PANEL . . 18" MIN SOIL COVER REQ'D UNO IN SOILS REPORT. FOR PIPES LOCATED LESS THAN 18" BELOW BOTTOM OF FTG, SEE OPTIONS A, B AND C CONCRETE FOOTING PER PLAN BACKFILL AND RECOMPACT MATERIAL IN TRENCH PER SOILS REPORT. IN ABSENCE OF AN APPROVED SOILS REPORT, SEE NOTE 2 UTILITY PIPE AS OCCURS CONCRETE FILL BELOW FTG REFER TO SGN FOR CONCRETE MIX SPECIFICATIONS OPTION A CONCRETE FOOTING PER PLAN UTILITY PIPE AS OCCURS PIPE SLEEVE WITH INSIDE DIAMETER TO ALLOW 1/2" CLEARANCE BETWEEN PIPE AND SLEEVE ON ALL SIDES 1 1 1 1 6" MIN TO ALLOW TOP REINF AND EMBEDDED ITEMS TO MAINTAIN MINIMUM CONCRETE COVERAGE TOP FTG REINF PER PLAN OR (2) #4 MIN CENTERED OVER PIPE SLEEVE PROVIDE BENT BARS AS NECESSARY UTILITY PIPE AS OCCURS THICKEN FTG AT SLEEVE SUCH THAT MIN FTG DIMENSIONS ACHIEVED PLUS THE PIPE DIAMETER CONCRETE FOOTING PER PLAN OPTION B OPTION C NOTES: 1. BACKFILL AND RECOMPACTION PER OPTION AND TO BE REVIEWED AND APPROVED BY THE GEOTECHNICAL ENGINEER (WHERE REQUIRED BY THE SOILS REPORT) PRIOR TO PLACING CONCRETE FOOTING. 2. BACKFILL MATERIAL IS TO BE CLEAN AND FREE OF ORGANIC MATERIAL, COBBLES AND BOULDERS, AND CONSTRUCTION DEBRIS. BACKFILL IS TO BE PLACED IN 8" MAX LIFTS AND COMPACTED TO A MINIMUM OF 95% OF THE RELATIVE DRY DENSITY OF THE SOIL. 4" EDGE OF BUILDING SLAB ON GRADE (2)#4 x 4'-0" ANTI-CRACK BARS PLACED DIAGONALLY AT MID-DEPTH OF SLAB AT ALL RE-ENTRANT CORNERS EQ E Q FR O S T D E P T H 3' - 0 " M I N . SIDEWALK, SEE CIVIL #4 AT 12" OC EACH WAY PLACED AT MID DEPTH #3 NOSING BARS AT EACH STEP #4 AT 18" OC HORIZONTAL BARS OPTIONAL COLD JOINT 6" FOOTING AND REINFORCING PER PLAN PE R P L A N FT G T H I C K N E S S EXTERIOR FLAT WORK AS OCCURS 1/2" FIBERBOARD AT COLUMN STEEL COLUMN PER PLAN MINIMUM 3" COVER AROUND BASEPLATE AND ANCHOR BOLTS 1 1/2" NON SHRINK DRY PACK GROUT STEEL BASEPLATE PER PLAN CONCRETE SLAB ON GRADE PER PLAN ISOLATED FOOTING REINF. AND DIMENSIONS PER PLAN AND SCHED. FINISHED GRADE, SEE CIVIL 2' - 6 " F R O S T D E P T H OPTIONAL CONSTRUCTION JOINT #4 DOWELS SPACED AT 18" OC 30" 30" CONC. PIER REINF. PER PLAN 3" C L R . 3" CLR. GLULAM WOOD POST, PER PLAN 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By: COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMP #Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 3/9/2023 2:08:50 PM Au t o d e s k D o c s : / / H R I 0 1 - H o t e l E s t e s P o r t e - C o c h e r e / H RI 0 1 _ H o t e l E s t e s P o r t e - c o c h e r e _ A R C H _ R 2 3 . r v t TYPICAL FOUNDATION DETAILS S401 HRI000001.30 DLN ER 12 4 0 B I G T H O M P S O N A V E , ES T E S P A R K , C O 8 0 5 0 1 7 HO T E L E S T E S HO C H S T E T L E R R E S O R T S SCALE: 1/2" = 1'-0"7 CONCRETE CONTROL JOINTS SCALE: 3/4" = 1'-0"2 ADJACENT FOOTINGS AT ELEVATION CHANGE SCALE: 3/4" = 1'-0"6 SLAB-ON-GRADE JOINT DETAIL SCALE: 3/4" = 1'-0"8 UTILITY PIPE AT CONCRETE DECK SCALE: 3/4" = 1'-0"5 SLAB ON GRADE CORNER REINFORCING SCALE: 3/4" = 1'-0"1 TYPICAL SOIL SUPPORTED STAIR SCALE: 3/4" = 1'-0"4 STEEL COLUMN FOUNDATION AT EXTERIOR SCALE: 3/4" = 1'-0"3 FOUNDATION AT ISOLATED FOOTING 1 01/13/2023 P.C. SUBMITTAL 3-9-2023 Reviewed by SAFEbuilt 04/14/2023 1/4". COPE CORNERS STIFFENER PLATE 3/8" UNO AT CONNECTIONS EXTEND PLATE AS REQUIRED AT CONNECTIONS 1/4". COPE CORNERS STIFFENER PLATE 3/8" UNO AT CONNECTIONS EXTEND PLATE AS REQUIRED AT CONNECTIONS "k" PER AISC MANUAL FULL DEPTH PARTIAL DEPTH NOTE: USE PARTIAL DEPTH STIFFENER UNO TYP U.N.O. AT CONNECTION1/4 TYP U.N.O. AT CONNECTION1/4 1'-0"x6"(MIN.)x1/2" THICK STEEL BASE PLATE WITH (4) 3/4" DIA. THRUBOLTS ATTACHED TO TOP FLANGE OF SUPPORTING BEAM. 1/4 (2)1/2" STIFFENERS ON EACH SIDE, ALIGN WITH COLUMN WALLS AND ATTACH PER TYP DETAIL 1' - 0" 6 " M I N FL A N G E W I D T H 1 1 / 2 " 1 1/2" STEEL BASEPLATE WIDE FLANGE BEAM PER PLAN. BASEPLATE OF COLUMN TO MATCH FLANGE WIDTH STEEL COLUMN PER PLAN SIMPSON ECCOQ5-6SDS2.5 POST CAP OR 1/4" BENT PLATES WOOD BEAM PER PLAN 1/4 GLULAM COLUMN GLULAM ROOF BEAMTYP 1/4 BIRDMOUTH NOTCH AROUND BEAM 3/8" STEEL PLATE EACH SIDE W/ (10) 1/2" DIA. THROUGH BOLTS EACH END AS SHOWN 3/8" STEEL PLATE WELDED EACH SIDE OF WOOD COLUMN AS SHOWN W/ (10) 1/2" DIA. THROGH BOLTS 1' - 6 " T Y P . 2 " 1 1 / 4 " T Y P . 3 7 / 1 6 " 1 1 / 4 " 6 " 5 1/8" PLAN VIEW CJP TYP STIFFENER PLATE, UNO1/4" 1/4" 9 5/16" 2"1 1/2" 2 3 / 8 " 1/2" THICK PLATE WITH 1/2" COPE (4) 3/4" DIA. BOLTS 5" 5" 5" 2 3 / 8 " 2"1 1/2" 9 5/16" 3/4" THICK PLATE 3/4" THICK PLATE AT TOP AND BOTTOM FLANGE ELEVATIONS CJP CJP 1/4" 1/4" SHEAR PLATE TO TOP AND BOTTOM PLATES 1/4" 1/4" BEAM TO COLUMN FLANGE MOMENT CONNECTION NOT SHOWN FOR CLARITY 1/2" THICK PLATE 3/4" THICK PLATE BEAM TO COLUMN FLANGE MOMENT CONNECTION NOT SHOWN FOR CLARITY SECTION A-A VIEW A A PLAN VIEW TYP STIFFENER PLATE, UNO1/4" 1/4" 3/4" THICK PLATE AT TOP AND BOTTOM FLANGE ELEVATIONS 1/2" THICK BEAM END PLATE SECTION A-A VIEW A A 1/2" THICK BEAM END PLATE 2 1 / 2 " 7 3 / 8 " 7 3 / 8 " 2 1 / 2 " 3/4" THICK PLATE CJP TYP. BEAM FLANGE TO PLATE CJP TYP. BEAM FLANGE TO PLATE CJP TYP. BEAM FLANGE TO PLATE CJP TYP. BEAM FLANGE TO PLATE 1/4" 1/4" 1/4" 1/4" 7/8" DIA. BOLTS, (3) BOLTS EACH SIDE OF WEB (6 TOTAL) EACH BEAM BEAM TO COLUMN WEB MOMENT CONNECTION NOT SHOWN FOR CLARITY 1 1/2"3 1/2"1 1/2" CJP TYP. BEAM TOP AND BOTTOM FLANGES TO PLATE CJP TYP. BEAM TOP AND BOTTOM FLANGES TO PLATE 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By: COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMP #Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 3/9/2023 2:08:51 PM Au t o d e s k D o c s : / / H R I 0 1 - H o t e l E s t e s P o r t e - C o c h e r e / H RI 0 1 _ H o t e l E s t e s P o r t e - c o c h e r e _ A R C H _ R 2 3 . r v t TYPICAL WOOD AND STEEL FRAMING DETAILS S801 HRI000001.30 Author Checker 12 4 0 B I G T H O M P S O N A V E , ES T E S P A R K , C O 8 0 5 0 1 7 HO T E L E S T E S HO C H S T E T L E R R E S O R T S SCALE: 3/4" = 1'-0"3 TYPICAL WEB STIFFENER PLATES SCALE: 3/4" = 1'-0"4 STEEL COLUMN BRG ON BEAM CONNECTION SCALE: 1" = 1'-0"5 WOOD BEAM TO STEEL COLUMN CONNECTION 1 01/13/2023 P.C. SUBMITTAL SCALE: 1" = 1'-0"6 WOOD BEAM TO STEEL COLUMN CONNECTION SCALE: 1 1/2" = 1'-0"1 BEAM TO COLUMN WEB MOMENT CONNECTION SCALE: 1 1/2" = 1'-0"2 BEAM TO COLUMN FLANGE MOMENT CONNECTION 3-9-2023 Reviewed by SAFEbuilt 04/14/2023 W POOL SEE CIVIL FOR PARKING LOT AND SITE IMPROVEMENTS SEE ARCHITECTURAL DRAWINGS FOR NEW LODGE AND PORTE-COCHERE EX I S T I N G H O T E L ( R - 1 ) N.I . C . BIG THO M P S O N A V E FRONTA G E R O A D ~ 26' - 7 3 / 4 " SET B A C K 10' - 0 " SETBACK 15' - 0" SE T B A C K 15' - 0 " SETBAC K 15' - 0" SETBAC K 15' - 0" ~ 2 2 ' - 8 1 / 8 " SE T B A C K 25 ' - 0 " SETBA C K 15' - 0" ~ 8 5 ' - 2 1 1 / 1 6 " TYP. 19' - 6"TY P . 9' - 0 " SETB A C K 15' - 0 " EX I S T I N G H O T E L ( R - 1 ) N.I. C . UT I L I T Y E A S E M E N T 20 ' - 0 " UTILITY E A S E M E N T 20' - 0" UT I L I T Y E A S E M E N T 30 ' - 0 " SITE PLAN SYMBOL LEGEND: PROPERTY LINE ADA POINT OF TRAVEL NOT IN CONTRACT (N.I.C.) SETBACK EASEMENT PARKING SPACE CALCULATION: EXISTING : 60 SPACES PROVIDED AFTER IMPROVEMENTS : 60 SPACES 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By: COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMP #Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 3/10/2023 10:54:36 AM Au t o d e s k D o c s : / / H R I 0 1 - H o t e l E s t e s P o r t e - C o c h e r e / H R I 0 1 _ H o t e l E st e s P o r t e - c o c h e r e _ A R C H _ R 2 3 . r v t SITE PLAN A001 HRI000001.30 MB CA 12 4 0 B I G T H O M P S O N A V E , ES T E S P A R K , C O 8 0 5 0 1 7 HO T E L E S T E S HO C H S T E T L E R R E S O R T S SCALE: 1" = 30'-0"1 SITE PLAN 1 01/13/2023 P.C. SUBMITTAL 03/10/2023Reviewed by SAFEbuilt 04/14/2023 UP DN W DN B B C C E E 1 A301 1 1 1 A201 2 A201 2 A202 4 4 9 9 8 8 7 76 6 1 A202 34 ' - 9 1 5 / 1 6 " EXISITING LOBBY EXISTING HOTEL 1130 ft² 101 NEW LODGE 1 A310 FF 5 5 GG A A DD 3 3 2 2 34' - 2 1/2" 5' - 3"33' - 3"2' - 9"2' - 6"3' - 1 1/4"14' - 0"14' - 0"3' - 1 1/4"10 7/16" 7" 3' - 5 3 / 4 " 10 ' - 3 " 2' - 1 1 " 6' - 1 0 " 2' - 0 " 8' - 2 1 / 4 " 6 1 5 / 1 6 " 3 A202 2 A301 3 A310 2 A310 4 A310 2 A311 N.I.C. N.I.C. 10 10 1 A311 10 ' - 7 3 / 4 " R. O . 12 ' - 6 1 / 4 " 10 ' - 6 " 3' - 5 3 / 4 " R. O . 10 ' - 3 " 2' - 1 1 " 6' - 1 0 " 2' - 0 " 2' - 7 1 / 4 " R. O . 3' - 3 " 2' - 4 " 7' - 1 0 " C L E A R 2' - 4 1/4" W-1A W-1B A 101A W-1A B W-1A C B 101B W-3W-3 W-3W-3 W-3 W-3 ROOF O.H. PORTE-COCHERE ROOF O.H. SEE A401 FOR FINISH LAYOUT NEW RAMP & ENTRY STEPS, SEE CIVIL A501 3 TYP. - --- F.D. ROOF O.H. ROOF O.H. ROOF O.H. ROOF O.H. W-1A W-1A W-1B W-1B W-1A W-1A MI N . 3' - 6 9 / 1 6 " MI N . 3' - 7 3 / 4 " 3 1 2 4 SEE CIVIL FOR STAIR AND RAMP DETAILS - --- - --- - --- 2 A101 5 - --- - --- HANDRAIL GUARDRAIL HANDRAIL OVERALL WIDTH TO MATCH EXIST. F.D. F.D. F.D. W-2 W-2 - ---- --- 1 P2.1 2 P2.1 CONTRACTOR TO FIELD VERIFY MIN. 36" CLEAR WIDTH BETWEEN HANDRAILS IS MAINTAINED LA N D I N G 5' - 6 " RA M P 36 ' - 8 " RA M P 18 ' - 0 " FLOOR PLAN NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. CONTRACTOR SHALL NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES. IN THE EVENT OF AN OMITTED NECESSARY DIMENSION, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OR ENGINEER. VERIFY ALL DIMENSIONS, CONDITIONS, AND GRADES, AT JOB SITE PRIOR TO COMMENCING WORK. VERIFY SIZE, LOCATION, AND CHARACTERISTICS OF WORK AND EQUIPMENT FURNISHED BY OWNER WITH THE MANUFACTURER OR SUPPLIER PRIOR TO COMMENCING CONSTRUCTION ON WORK PERTAINING TO THE SAME. VERIFY SIZE AND LOCATION OF ALL OPENINGS FOR MECHANICAL EQUIPMENT AND WORK WITH CONTRACTORS INVOLVED. ERRORS AND OR OMISSIONS IN DOOR OR STOREFRONT SCHEDULES DO NOT RELIEVE THE CONTRACTOR FROM EXECUTING THE WORK SHOWN ON THE DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS TO PROVIDE A COMPLETE AND FUNCTIONING SYSTEM. INSTALL FIRE RETARDANT TREATED 2X6 SOLID WOOD BLOCKING AT ALL LOCATIONS WITH WALL MOUNTED EQUIPMENT. PROVIDE MINIMUM 1 ” SLIP JOINT AT ALL INTERIOR PARTITIONS WHICH EXTEND TO BOTTOM OF ROOF DECK/ROOF FRAMING. INTERIOR DIMENSIONS ARE GIVEN FROM FINISH FACE OF WALL ASSEMBLY TO FINISH FACE OF WALL ASSEMBLY. EXTERIOR DIMENSIONS ARE GIVEN FROM FACE OF STRUCTURE TO FACE OF STRUCTURE. CONTRACTOR REQUIRED TO PROVIDE NECESSARY BLOCKING FOR ALL OWNER PROVIDED SIGNAGE. FOR ALL AIR CONDITIONING EQUIPMENT, EXHAUST AND SUPPLY FANS, HVAC AND REFRIGERATION EQUIPMENT CURBS; CONTRACTOR SHALL PROVIDE AND INSTALL SUITABLE BLOCKING IN WALLS AND CEILINGS TO SUPPORT FIXTURES, EQUIPMENT, AND CANOPIES. ALL EXTERIOR LANDINGS TO BE ¼” MAX BELOW FINISH FLOOR, TYPICAL. PROVIDE BRAILLE AND RAISED LETTERING EXIT SIGNAGE AS REQUIRED BY CODE AT ALL EXIT DOORS. ALL INTERIOR DOORS SHALL BE 4 ” FROM ADJACENT PERPENDICULAR WALL UNO 2 COMPARTMENT SINK CAST IN PLACE CONCRETE FIRE PIT BENCH SEATING, REF. 5/A501 UNDERCABINET MINI REFRIGERATOR CAST IN PLACE FIRE PIT, REF. 6/A501 GAS-FUEL FIRE BOWL, "PALOFORM BOL" 42-INCH DIAMETER WITH ELECTRONIC IGNITION. WEBSITE: PALOFORM.COM, DIRECT PHONE: 888-505-9820 1 2 FLOOR PLAN KEY NOTES: 3 4 5 2 6" E.O. SLAB3" E.O. SLAB 4' - 6"6"4' - 3" WOOD POST TO SIT FULLY ON SLAB AND NOT PROJECT BEYOND SLAB EDGE T.O. LANDING16.01 B.O. RAMP14.55 T.O. HANDRAIL21.61 T.O. POST22.11 LOBBY F.F.18.61 DRIVEWAYVARIES VERIFY ALL ELEVATIONS WITH CIVIL DRAWINGS RAMP WIDTH REF. CIVIL (32" MINIMUM) 3' - 3 1/4" (32" MINIMUM) 4' - 0 1/2"5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By: COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMP #Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 3/10/2023 10:54:41 AM Au t o d e s k D o c s : / / H R I 0 1 - H o t e l E s t e s P o r t e - C o c h e r e / H R I 0 1 _ H o t e l E st e s P o r t e - c o c h e r e _ A R C H _ R 2 3 . r v t FLOOR PLANS A101 HRI000001.30 SIY CA 12 4 0 B I G T H O M P S O N A V E , ES T E S P A R K , C O 8 0 5 0 1 7 HO T E L E S T E S HO C H S T E T L E R R E S O R T S SCALE: 1/4" = 1'-0"1 FIRST FLOOR PLAN 1 01/13/2023 P.C. SUBMITTAL 2 03/06/2023 P.C. RESUBMITTAL 1 SCALE: 1/2" = 1'-0"2 RAMP CROSS SECTION 03/10/2023 Reviewed by SAFEbuilt 04/14/2023 WW B B C C E E 1 1 4 4 9 9 8 8 7 76 6 (E ) R I D G E RE M O V E A N D R E P L A C E E X I S T I N G M E T A L R O O F I N G A N D W O O D S I D I N G RI D G E ME T A L R O O F I N G A103 4 A103 2 A103 1 FF 5 5 GG AA DD 3 3 2 2 A103 3 3' - 5 3 / 4 " 10 ' - 3 " 2' - 1 1 " 6' - 1 0 " 2' - 0 " 8' - 2 1 / 4 " 2' - 7 7 / 8 " 1' - 1 0 1 5 / 1 6 " 5' - 7 5 / 1 6 " 33 ' - 8 " 5' - 8 5 / 1 6 " 1' - 1 0 1 / 8 " 43' - 9"3' - 1 1/4"28' - 0"3' - 1 1/4" 5' - 3"33' - 3"2' - 9"2' - 6"3' - 1 1/4"14' - 0"14' - 0"3' - 1 1/4" 10 10 SN O W G A U R D SN O W G A U R D SN O W G A U R D SN O W G A U R D LINE OF PORTE-COCHERE SEE PLAN ABOVE LINE OF PORTE-COCHERE SEE PLAN ABOVE 1' - 11 15/16"15' - 1 5/16"15' - 1 5/16"1' - 11 15/16" 1. 2. 3. 4. 5. 6. 7. 8. 9. REFER TO SPECIFICATIONS FOR ROOFING MANUFACTURER AND INFORMATION. CONTRACTOR SHALL PAINT ALL UNSCREENED ROOF EQUIPMENT TO MATCH ROOFING MEMBRANE. ALL SHEET METAL EXPANSION JOINTS SHALL BE “DRIVE CLEAT ” LOCKS. ALL SEAMS OR JOINTS SHALL BE SEALED (COLOR TO MATCH COPING). ALL SHEET METAL COPING OR FLASHING SHALL MEET MINIMUM REQUIREMENTS PER SMACNA (SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION) CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR PARAPET FLASHING FOR REVIEW PRIOR TO FABRICATION. ROOFING TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. FLASHING AND ROOFING DETAILS – BECAUSE ROOFING MANUFACTURERS HAVE DIFFERENT DETAILS FOR INSTALLATION OF THEIR ROOF SYSTEMS, FLASHING CONDITIONS, ETC. THE DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED DESIGN INTENT. ITEMS SUCH AS PARAPET FLASHING, CANTS, BLOCKING, ROOF PENETRATIONS, AND EXPANSION JOINTS ARE TO BE INSTALLED PER MANUFACTURERS DETAILS. THE CONTRACTOR IS TO SUBMIT MANUFACTURERS STANDARD DETAILS TO ARCHITECT PRIOR TO THE BEGINNING OF WORK. REFER TO STRUCTURAL DRAWINGS FOR DECK BEARING ELEVATION AT ROOF STRUCTURE. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL ITEMS ON OR THROUGH ROOF. CLEAN ROOF OF ALL CONSTRUCTION DEBRIS DURING CONSTRUCTION AND AT PROJECT COMPLETION. ROOF PLAN NOTES: B B C C E E 1 1 4 4 FF 5 5 AA DD 3 3 2 2 3" / 1 2 " 3" / 1 2 " RIDGE METAL ROOFING SNOW GAURDS GUTTER AND DOWNSPOUT 9 1/4"42' - 7 1/2"4 1/4" 43' - 9" 6" 14 ' - 7 3 / 8 " 14 ' - 7 3 / 8 " 6" 29 ' - 2 1 1 / 1 6 " 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By: COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMP #Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 3/10/2023 10:54:42 AM Au t o d e s k D o c s : / / H R I 0 1 - H o t e l E s t e s P o r t e - C o c h e r e / H R I 0 1 _ H o t e l E st e s P o r t e - c o c h e r e _ A R C H _ R 2 3 . r v t ROOF PLANS A102 HRI000001.30 MB CA 12 4 0 B I G T H O M P S O N A V E , ES T E S P A R K , C O 8 0 5 0 1 7 HO T E L E S T E S HO C H S T E T L E R R E S O R T S SCALE: 3/16" = 1'-0"1 LOWER ROOF PLAN 1 01/13/2023 P.C. SUBMITTAL SCALE: 3/16" = 1'-0"2 PORTE-COCHERE ROOF PLAN 03/10/2023Reviewed by SAFEbuilt 04/14/2023 WWWW B B C C E E 1 1 1' - 0 9 / 1 6 " 9' - 9 " 10 ' - 3 " 11 9 / 1 6 " FF DD 22 ' - 0 3 / 1 6 " 3' - 2 1/8"1' - 6 9/16" 3" / 1 2 " 3" / 1 2 " R-1 B B C C 4 4 5 5 7 3 / 8 " 5' - 3 " 5' - 0 " 10 3 / 8 " 11 ' - 8 3 / 4 " 2 3/8"3' - 11 1/8"1' - 0" 3" / 1 2 " 3" / 1 2 " R-1 C C E E 9 9 FF DD 10 10 1' - 5 3 / 8 " 3" / 1 2 " R-1 3" 4' - 0"1' - 0" 7' - 1 1 / 2 " 7' - 1 1 / 2 " 14 ' - 3 " 3" / 1 2 " 1. 2. 3. 4. 5. 6. 7. 8. 9. REFER TO SPECIFICATIONS FOR ROOFING MANUFACTURER AND INFORMATION. CONTRACTOR SHALL PAINT ALL UNSCREENED ROOF EQUIPMENT TO MATCH ROOFING MEMBRANE. ALL SHEET METAL EXPANSION JOINTS SHALL BE “DRIVE CLEAT ” LOCKS. ALL SEAMS OR JOINTS SHALL BE SEALED (COLOR TO MATCH COPING). ALL SHEET METAL COPING OR FLASHING SHALL MEET MINIMUM REQUIREMENTS PER SMACNA (SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION) CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR PARAPET FLASHING FOR REVIEW PRIOR TO FABRICATION. ROOFING TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. FLASHING AND ROOFING DETAILS – BECAUSE ROOFING MANUFACTURERS HAVE DIFFERENT DETAILS FOR INSTALLATION OF THEIR ROOF SYSTEMS, FLASHING CONDITIONS, ETC. THE DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED DESIGN INTENT. ITEMS SUCH AS PARAPET FLASHING, CANTS, BLOCKING, ROOF PENETRATIONS, AND EXPANSION JOINTS ARE TO BE INSTALLED PER MANUFACTURERS DETAILS. THE CONTRACTOR IS TO SUBMIT MANUFACTURERS STANDARD DETAILS TO ARCHITECT PRIOR TO THE BEGINNING OF WORK. REFER TO STRUCTURAL DRAWINGS FOR DECK BEARING ELEVATION AT ROOF STRUCTURE. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL ITEMS ON OR THROUGH ROOF. CLEAN ROOF OF ALL CONSTRUCTION DEBRIS DURING CONSTRUCTION AND AT PROJECT COMPLETION. ROOF PLAN NOTES: E E 4 4 FF 5 5 DD 2' - 6" 8' - 1 0 " 6' - 1 0 " 2' - 0 " 6 1 / 8 " 7' - 9 3 / 4 " 6 1 / 8 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/4" / 12" R-2 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By: COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMP #Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 3/10/2023 10:54:43 AM Au t o d e s k D o c s : / / H R I 0 1 - H o t e l E s t e s P o r t e - C o c h e r e / H R I 0 1 _ H o t e l E st e s P o r t e - c o c h e r e _ A R C H _ R 2 3 . r v t ENLARGED ROOF PLANS A103 HRI000001.30 MB CA 12 4 0 B I G T H O M P S O N A V E , ES T E S P A R K , C O 8 0 5 0 1 7 HO T E L E S T E S HO C H S T E T L E R R E S O R T S SCALE: 1/2" = 1'-0"4 ENLARGED ROOF PLAN - LOBBY AWNING SCALE: 1/2" = 1'-0"2 ENLARGED ROOF PLAN - LODGE ENTRY AWNING SCALE: 1/2" = 1'-0"1 ENLARGED ROOF PLAN - LODGE AWNING SCALE: 1/2" = 1'-0"3 ENLARGED ROOF PLAN - LODGE BUMPOUT 1 01/13/2023 P.C. SUBMITTAL 03/10/2023 Reviewed by SAFEbuilt 04/14/2023 UP DN W DN FINISH PLAN NOTES: 1. 2. 3. 4. 5. 6. 7. ALL INTERIOR PARTITIONS SHALL EXTEND TO STRUCTURE UNO ALL INTERIOR STUDS AND FURRING TO BE INSTALLED AT 24" O.C. UNO WHERE CERAMIC TILE IS SCHEDULED, 5/8" CEMENTITIOUS BACKER BOARD SHALL BE SUBSTITUTED FOR THE GYP. BD. LAYER. PROVIDE FIRE SEALANT AT TOP AND BOTTOM OF ALL RATED WALLS ALL WALLS WITH PLUMBING TO HAVE ACOUSTIC INSULATION PROVIDE FIRE RESISTANT TYPE X GYP. BD. AT RATED FIRE ASSEMBLIES. REF. TO SPEC. ALL GYP. BD. TO HAVE J METAL EDGES, METAL EDGES AT EXPOSED CORNERS, ENDS, TOP & BOTTOM OF WALLS & PENETRATIONS OF M.E.P. OR STRUCTURE. PROVIDE TRIM RINGS AT ROUND PENETRATIONS. FINISH SYMBOL LEGEND REFERENCE A610 FOR FINISH SCHEDULE DAVIS COLORS "SANDSTONE" DAVIS COLORS "HARVEST GOLD" FINISH LEGEND B CON CPT RF P PL SS BASE CONCRETE CARPET RESILIENT FLOOR PAINT PLASTIC LAMINATE SOLID SURFACE WC TR T WD FRP WALL COVERING TRIM TILE WOOD FIBERGLASS REINFORCED PANEL B B C C E E 1 1 4 4 9 9 8 8 7 76 6 FD FD FDFD FF 5 5 GG AA DD 3 3 2 2 10 10 2' - 10 1/4"3' - 6"2' - 10"3' - 6"1' - 3 3/4" SLOPE 2% TO FD SLO P E 2 % T O F D SLO P E 2 % T O F D SLOPE 2% TO FD 32 ' - 1 0 " 2' - 0 " EQ EQ EQ 2' - 0 " EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ2' - 0"2' - 0" CONTROL JOINT CONTROL JOINT CONTROL JOINT, TYP. CO N T R O L JO I N T CO N T R O L JO I N T EXPANSION JOINT, TYP. 7' - 1 0 " 2' - 4 1 / 4 " 15 ' - 7 1 / 4 " 4' - 4 3 / 4 " 5' - 0"17' - 11 1/2"5' - 0 1/2" CONTROL JOINT, TYP. CONTROL JOINT, TYP. 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By: COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMP #Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 3/10/2023 10:54:43 AM Au t o d e s k D o c s : / / H R I 0 1 - H o t e l E s t e s P o r t e - C o c h e r e / H R I 0 1 _ H o t e l E st e s P o r t e - c o c h e r e _ A R C H _ R 2 3 . r v t FLOOR FINISH PLAN A111 HRI000001.30 MB CA 12 4 0 B I G T H O M P S O N A V E , ES T E S P A R K , C O 8 0 5 0 1 7 HO T E L E S T E S HO C H S T E T L E R R E S O R T S SCALE: 1/4" = 1'-0"1 FINISH FLOOR PLAN 1 01/13/2023 P.C. SUBMITTAL 03/10/2023 Reviewed by SAFEbuilt 04/14/2023 W B B C C E E 1 1 4 4 9 9 8 8 7 76 6 FF 5 5 GG AA DD 3 3 2 2 10 10 115' - 7 3/16" 117' - 1 1/16" 102' - 8" 5' - 5 1/16"8' - 6 15/16"8' - 6 15/16"5' - 5 1/16" 8' - 3 1/4"16' - 8 9/16"8' - 3 1/8" 1' - 7 1 / 2 " 16 ' - 3 " 2' - 1 1 / 2 " 112' - 11 13/16" 112' - 11 13/16" LIGHT FIXTURE, REF. ELECTRICAL112' - 11 1/8" 112' - 11 1/8" 114' - 2" 117' - 1 1/16" 114' - 2" 114' - 2"114' - 2" LIGHT FIXTURE, REF. ELECTRICAL LIGHT FIXTURE, REF. ELECTRICAL REFLECTED CEILING PLAN NOTES: 1. 2. 3. 4. 5. 6. 7. 8. REFER TO MECHANICAL DRAWINGS FOR HVAC PLAN, SECTIONS, DUCT SIZES, SUPPLY AND RETURN AIR GRILLE SIZES. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING LAYOUT, REQUIREMENTS, AND ADDITIONAL FIXTURE INFORMATION. DIMENSIONS ARE TAKEN FROM FACE OF FINISH MATERIAL. FOR EXACT EXTERIOR LIGHT LOCATIONS SEE EXTERIOR ELEVATIONS. LIGHT FIXTURES IN SUSPENDED CEILING SYSTEM SHALL BE FASTENED TO METAL GRID SYSTEM WITH (1) 1/8 ” BLIND RIVET AT EACH CORNER. EACH CORNER OF THE LIGHT SHALL BE SUPPORTED FROM THE ROOF STRUCTURE WITH #12 GA. GALVANIZED ANNEALED WIRE. SUPPLY AND RETURN DIFFUSERS IN SUSPENDED CEILINGS SHALL HAVE STRAPS AT OPPOSITE SIDES. THESE MAY BE SLACK. COORDINATE LIGHT FIXTURE PLACEMENT WITH MECHANICAL AND STRUCTURAL DRAWINGS. COORDINATE LIGHT FIXTURE PLACEMENT WITH OVERHEAD DOORS TO ENSURE THAT LIGHTS ARE NOT BLOCKED BY DOORS IN THE OPEN POSITION. CEILING KEY NOTE 11 2 CEILING KEY NOTES: REFLECTED CEILING LEGEND: TONGUE AND GROOVE WOOD SLAT SYSTEM SUSPENDED GYPSUM BOARD CEILING LIGHTING FIXTURE - RECESSED DOWNLIGHT LIGHTING FIXTURE - CEILING MOUNTED PENDANT LIGHTING FIXTURE - RECESSED LINEAR 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By: COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMP #Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 3/10/2023 10:54:44 AM Au t o d e s k D o c s : / / H R I 0 1 - H o t e l E s t e s P o r t e - C o c h e r e / H R I 0 1 _ H o t e l E st e s P o r t e - c o c h e r e _ A R C H _ R 2 3 . r v t REFLECTED CEILING PLAN A121 HRI000001.30 MB CA 12 4 0 B I G T H O M P S O N A V E , ES T E S P A R K , C O 8 0 5 0 1 7 HO T E L E S T E S HO C H S T E T L E R R E S O R T S SCALE: 1/4" = 1'-0"1 REFLECTED CEILING PLAN 1 01/13/2023 P.C. SUBMITTAL 03/10/2023 Reviewed by SAFEbuilt 04/14/2023 B B.O. EAVE 117' - 1" C E LOBBY F.F. 101' - 6" 1 A301 DRIVE WAY 100' - 0" B.O. PORTE COCHERE EAVE 114' - 8 1/4" F GAD SS-1 SS-1 PT-1 G-1 2 A101 MG-1 MG-1 WD-1 WD-1 MG-1 MG-1 WD-1 LIGHT FIXTURE, REF. ELECTRICAL LODGE F.F. 100' - 0" PORTE COCHERE EAVE 111' - 1" B.O. EAVE 117' - 1" T.O. RIDGE 121' - 9" LOBBY F.F. 101' - 6" B.O. PORTE COCHERE EAVE 114' - 8 1/4" 1 4 9876 SLOPED DRIVE WAY 97' - 6" 532 2 A301 10 SS-1 ST-1G-1WD-1 WD-1 BIRD NET TENSION ROD SEE STRUCT. CL E A R 12 ' - 1 1 1 3 / 1 6 " WD-1 WD-1 SS-1 MG-1 MP-1 MP-1 N-1 GENERAL ELEVATION NOTES: 1. 2. 3. 4. 5. 6. 7. ANY SIGNAGE DEPICTED ON ELEVATIONS IS TO BE PERMITTED SEPARATELY, BY OWNER. ALL VERTICAL DIMENSIONS SHOWN ARE FROM FINISH FLOOR. REF CIVIL AND STRUCTURAL DRAWINGS FOR GRADE CHANGES AND RETAINING WALL DIMENSIONS AND LOCATIONS. CONNECT ALL ROOF DRAINS AND DOWNSPOUTS TO SUBGRADE DRAINAGE SYSTEM. REF CIVIL DRAWINGS COORDINATE WITH SIGNAGE PLANS REQUIRED STRUCTURAL BACKING IN METAL PANEL SYSTEM AND REQUIRED ELECTRICAL ROUGH-IN LOCATIONS PROVIDE BACKING AT LOCATIONS WHERE EXTERIOR LIGHTS ARE SHOWN ON METAL PANEL SYSTEM. COORDINATE WITH LIGHT MANUFACTURERS SPECIFICATIONS AND REQUIREMENTS. EXPOSED STEM CONCRETE WALLS IN LANDSCAPED AREAS ARE TO HAVE MULCH OR GROUNDCOVER AGAINST EXPOSED CONCRETE TO HIDE FOOTING ELEVATION FINISH INDEX: G-1 GLAZING SS-1 STANDING SEAM ST-1 STONE 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By: COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMP #Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 3/10/2023 10:54:46 AM Au t o d e s k D o c s : / / H R I 0 1 - H o t e l E s t e s P o r t e - C o c h e r e / H R I 0 1 _ H o t e l E st e s P o r t e - c o c h e r e _ A R C H _ R 2 3 . r v t EXTERIOR ELEVATIONS A201 HRI000001.30 MB CA 12 4 0 B I G T H O M P S O N A V E , ES T E S P A R K , C O 8 0 5 0 1 7 HO T E L E S T E S HO C H S T E T L E R R E S O R T S SCALE: 1/4" = 1'-0"2 EXISTING LOBBY WEST ELEVATION SCALE: 1/4" = 1'-0"1 NORTH ELEVATION EXISTING MP-1 METAL PANEL LIGHT GRAY N-1 NETTING N/A MG-1 ALUMINUM GUTTER LIGHT GRAYWD-1 WOOD NATURAL ST-1 STONE VENEER GRAY SF-1 STOREFRONT WOOD (STAINED) PT-1 PAINT WOOD (STAINED) PC-1 STONE CAP DARK GRAY M-1 METAL DARK BRONZE G-1 4.5" VISION GLAZING GLASS CLEAR SS-1 STANDING SEAM LIGHT GRAY MARK MATERIAL COLOR MATERIAL LEGEND 1 01/13/2023 P.C. SUBMITTAL 2 03/06/2023 P.C. RESUBMITTAL 1 03/10/2023 Reviewed by SAFEbuilt 04/14/2023 LODGE F.F. 100' - 0" B T.O. RIDGE 121' - 9" C E 1 A301 SLOPED DRIVE WAY 97' - 6" F GAD - --- SS-1 ST-1 G-1 SS-1 MG-1 MG-1 MG-1 WD-1WD-1 WD-1 B T.O. RIDGE 121' - 9" CE 1 A301 DRIVE WAY 100' - 0" FG AD WD-1 PT-1 ST-1M-1 PT-1 WD-1 SS-1 RECESS DOOR - --- SG-1 MG-1 MG-1 G-1 SS-1MG-1 MG-1 GENERAL ELEVATION NOTES: 1. 2. 3. 4. 5. 6. 7. ANY SIGNAGE DEPICTED ON ELEVATIONS IS TO BE PERMITTED SEPARATELY, BY OWNER. ALL VERTICAL DIMENSIONS SHOWN ARE FROM FINISH FLOOR. REF CIVIL AND STRUCTURAL DRAWINGS FOR GRADE CHANGES AND RETAINING WALL DIMENSIONS AND LOCATIONS. CONNECT ALL ROOF DRAINS AND DOWNSPOUTS TO SUBGRADE DRAINAGE SYSTEM. REF CIVIL DRAWINGS COORDINATE WITH SIGNAGE PLANS REQUIRED STRUCTURAL BACKING IN METAL PANEL SYSTEM AND REQUIRED ELECTRICAL ROUGH-IN LOCATIONS PROVIDE BACKING AT LOCATIONS WHERE EXTERIOR LIGHTS ARE SHOWN ON METAL PANEL SYSTEM. COORDINATE WITH LIGHT MANUFACTURERS SPECIFICATIONS AND REQUIREMENTS. EXPOSED STEM CONCRETE WALLS IN LANDSCAPED AREAS ARE TO HAVE MULCH OR GROUNDCOVER AGAINST EXPOSED CONCRETE TO HIDE FOOTING ELEVATION FINISH INDEX: G-1 GLAZING SS-1 STANDING SEAM ST-1 STONE LODGE F.F. 100' - 0" B.O. EAVE 117' - 1" T.O. RIDGE 121' - 9" LOBBY F.F. 101' - 6" B.O. PORTE COCHERE EAVE 114' - 8 1/4" 149876532 2 A301 10 BIRD NET TENSION ROD SEE STRUCT. WD-1 WD-1 ST-1G-1 MP-1 SS-1 MG-1 SS-1 SS-1 ST-1 SS-1 MG-1 MG-1 SG-1SG-1 SG-1 CL E A R 12 ' - 1 1 1 3 / 1 6 " EXISTING LOBBY 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By: COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMP #Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 3/10/2023 10:54:49 AM Au t o d e s k D o c s : / / H R I 0 1 - H o t e l E s t e s P o r t e - C o c h e r e / H R I 0 1 _ H o t e l E st e s P o r t e - c o c h e r e _ A R C H _ R 2 3 . r v t EXTERIOR ELEVATIONS A202 HRI000001.30 MB CA 12 4 0 B I G T H O M P S O N A V E , ES T E S P A R K , C O 8 0 5 0 1 7 HO T E L E S T E S HO C H S T E T L E R R E S O R T S SCALE: 1/4" = 1'-0"1 NEW LODGE WEST ELEVATION SCALE: 1/4" = 1'-0"2 NEW LODGE EAST ELEVATION MP-1 METAL PANEL LIGHT GRAY N-1 NETTING N/A MG-1 ALUMINUM GUTTER LIGHT GRAYWD-1 WOOD NATURAL ST-1 STONE VENEER GRAY SF-1 STOREFRONT WOOD (STAINED) PT-1 PAINT WOOD (STAINED) PC-1 STONE CAP DARK GRAY M-1 METAL DARK BRONZE G-1 4.5" VISION GLAZING GLASS CLEAR SS-1 STANDING SEAM LIGHT GRAY MARK MATERIAL COLOR MATERIAL LEGEND 1 01/13/2023 P.C. SUBMITTAL 2 03/06/2023 P.C. RESUBMITTAL 1 SCALE: 1/4" = 1'-0"3 SOUTH ELEVATION 03/10/2023 Reviewed by SAFEbuilt 04/14/2023 LODGE F.F. 100' - 0" PORTE COCHERE EAVE 111' - 1" B.O. EAVE 117' - 1" T.O. RIDGE 121' - 9" LOBBY F.F. 101' - 6" B.O. PORTE COCHERE EAVE 114' - 8 1/4" 1 4 9876 NEW PORTE COCHERE EXISTING LOBBY EXISTING CRAWL SPACE 532 2 A301 A310 2 10 SEE A121 FOR LAYOUT 6 STRUCTURAL FRAMING EQUAL DISTANCE APART SEE CIVIL A501 5 A501 7A501 1 - --- - --- NEW LODGE CL E A R 12 ' - 1 1 1 3 / 1 6 " LIGHT FIXTURE, SEE ELECTRICAL LODGE F.F. 100' - 0" B B.O. EAVE 117' - 1" T.O. RIDGE 121' - 9" CE 1 A301 SLOPED DRIVE WAY 97' - 6" A310 1 FG AD A310 1 MIR 2 A311 1 A311 - --- A501 5 A501 7 - ---- --- 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By: COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMP #Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 3/10/2023 10:54:51 AM Au t o d e s k D o c s : / / H R I 0 1 - H o t e l E s t e s P o r t e - C o c h e r e / H R I 0 1 _ H o t e l E st e s P o r t e - c o c h e r e _ A R C H _ R 2 3 . r v t BUILDING SECTIONS A301 HRI000001.30 MB CA 12 4 0 B I G T H O M P S O N A V E , ES T E S P A R K , C O 8 0 5 0 1 7 HO T E L E S T E S HO C H S T E T L E R R E S O R T S SCALE: 1/4" = 1'-0"1 LONGITUDINAL SECTION SCALE: 1/4" = 1'-0"2 LATITUDINAL SECTION 1 01/13/2023 P.C. SUBMITTAL 03/10/2023 Reviewed by SAFEbuilt 04/14/2023 LODGE F.F. 100' - 0" B.O. EAVE 117' - 1" T.O. RIDGE 121' - 9" A WOOD TIE ROD BIRD NET INSIDE FACE B W-3 - --- LIGHT FIXTURE, SEE ELECTRICAL LODGE F.F. 100' - 0" PORTE COCHERE EAVE 111' - 1" 4 5 W-1B W-1A R-2 8' - 8 " A501 8 MA X 34 " LINE OF STRUCTURE BEYOND 98° LODGE F.F. 100' - 0" PORTE COCHERE EAVE 111' - 1" B.O. EAVE 117' - 1" 4 65 WOOD WALL BEYONDA R-1 W-1A W-1A A501 6 82°82 ° LODGE F.F. 100' - 0" 5 101B W-1A 98° 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By: COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMP #Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 3/10/2023 10:54:52 AM Au t o d e s k D o c s : / / H R I 0 1 - H o t e l E s t e s P o r t e - C o c h e r e / H R I 0 1 _ H o t e l E st e s P o r t e - c o c h e r e _ A R C H _ R 2 3 . r v t WALL SECTIONS A310 HRI000001.30 MB CA 12 4 0 B I G T H O M P S O N A V E , ES T E S P A R K , C O 8 0 5 0 1 7 HO T E L E S T E S HO C H S T E T L E R R E S O R T S SCALE: 1/2" = 1'-0"1 WALL SECTION @ PLANTER SCALE: 1/2" = 1'-0"3 LODGE SINK SCALE: 1/2" = 1'-0"2 LODGE ENTRANCE SCALE: 1/2" = 1'-0"4 LODGE EXIT 1 01/13/2023 P.C. SUBMITTAL 2 03/06/2023 P.C. RESUBMITTAL 1 03/10/2023 Reviewed by SAFEbuilt 04/14/2023 LODGE F.F. 100' - 0" B.O. EAVE 117' - 1" B.O. PORTE COCHERE EAVE 114' - 8 1/4" 9 8 SLOPED DRIVE WAY 97' - 6" 10 C W-1A R-1 W-1A A501 6 82 °82° LODGE F.F. 100' - 0" B.O. EAVE 117' - 1" 9 8 SLOPED DRIVE WAY 97' - 6" 10 W-1A A501 9 W-3 A501 10 82 ° 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By: COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMP #Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 3/10/2023 10:54:53 AM Au t o d e s k D o c s : / / H R I 0 1 - H o t e l E s t e s P o r t e - C o c h e r e / H R I 0 1 _ H o t e l E st e s P o r t e - c o c h e r e _ A R C H _ R 2 3 . r v t WALL SECTIONS A311 HRI000001.30 MB CA 12 4 0 B I G T H O M P S O N A V E , ES T E S P A R K , C O 8 0 5 0 1 7 HO T E L E S T E S HO C H S T E T L E R R E S O R T S SCALE: 1/2" = 1'-0"2 LODGE WINDOW SCALE: 1/2" = 1'-0"1 WEST WALL SECTION 1 01/13/2023 P.C. SUBMITTAL 03/10/2023 Reviewed by SAFEbuilt 04/14/2023 VAPOR BARRIER PLYWOOD SHEATHING, REF. STRUCTURAL 5/8" GYP. BD. SHEATHING INTERIOR TONGUE AND GROOVE HORIZONTAL WOOD SLAT SYSTEM GLU LAM STRUCTURAL BEAM, REF. STRUCTURAL DRAWINGS STANDING SEAM ROOF HEAVY TIMBER WOOD (STAIN) THREAD ROD @ X" O.C. W/ WASHER & NUT W SHAPE COLUMN, REF. STRUCTURAL FINISH: ___________ TYP.1/2" REVEAL, EQ EQ FLUSH, TYP. 1' - 0 " W SHAPE BEAM, REF. STRUCTURAL FINISH: __________ HEAVY TIMBER WOOD (STAIN) THREAD ROD @ X" O.C. W/ WASHER & NUT TYP.1/2" REVEAL, FLUSH, TYP. 6" FINISH GRADE T.O. FOUNDATION EQ EQ TYP. 1/2" REVEAL, HEAVY TIMBER WOOD (STAIN) THREAD ROD WITH WASHER & NUT W SHAPE COLUMN, REF. STRUCTURAL FOUNDATION, REF. STRUCTURAL 4" 3" 5" 2" 4" 5/ 1 6 " 3/ 4 " 9"3"1' - 9" 3/ 4 " 4" 3' - 6 " 20" X 3" THICK FOAM CUSHION (RAD) 18" X 2" THICK FOAM CUSHION CONT. REVEAL 9" PLATE (RAD) (5/16" THICK) MTL PIPE SLEEVE CONCEAL ANCHOR 9" X 2" 'L' SHAPE (RAD.) DRINK SHELF (5/16" THICK) CONTINOUS REVEAL DRIP 3/4" R 1 1/2" R 1' - 6 1 / 4 " 1' - 6 9 / 1 6 " NOTE: BENCH TO COMPLY WITH SECTION 903 ICC A117.1-2009 1' - 8 1/2" 9 1 / 4 " 3' - 6" 1' - 9" 1' - 0 " 3" STONE CAP CMU WALL PALOFORM BOL-FIRE-PIT GAS FIRE PIT, CORTEN STEEL CRATE 4" CONTINUOUS 3/4" REVEAL,TYP. PREFABRICATED ROOF TRUSS, REFER TO STRUCTURAL STANDING SEAM ROOF OVER UNDERLAYMENT METAL COVERING WEATHER BARRIER EXTERIOR SHEATING SLOPE 1/4"/FT. MIN. PRE-FINISHED METAL COPING FLASHING POSITIVELY SLOPED CONTINUOUS SOLID BLOCKING PROVIDE SELF ADHERED MEMBRANE TO TIE AWB TO TPO FOR CONTINUOUS AIR BARRIER CANT TPO ROOF MEMBRNE TURNS UP AND RETURNS AT TOP OF PARAPET CLEAT WEATHER RESISTANT BARRIER METAL LATH FOR STONE STONE VENEER TYPICAL ROOF ASSEMBLY CONTINUOUS SEALANT 1/2" LAYER OF TYPE -X TYPICAL ROOF ASSEMBLY 1/2" EXTERIOR GYP. SHEATING 1' - 2 " GROUT MORTAR INTERIOR BEAM WOOD FRAMING, REF. STRUCTURAL PLYWOOD SHEATING, REF. STRUCTURAL VAPOR BARRIER 6"X5" GUTTER (2) 2X6" BLOCKING EXTERIOR STANDING SEAM ROOFING WOOD FRAMING, REF. STRUCTURAL PLYWOOD SHEATHING, REF. STRUCTURAL VAPOR BARRIER INTERIOR COLUMN METAL ROOF WOOD STRAP BETWEEN COLUMN AND BEAM W-1A W-3 F-1 EXTERIOR STANDING SEAM FINISH METAL FLASHING VAPOR BARRIER PLYWOOD SHEATHING, REF. STRUCTURAL INTERIOR TONGUE AND GROOVE HORIZONTAL WOOD SLAT SYSTEM 2" STONE VENEER WOOD FRAMING, REF. STRUCTURAL 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By: COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMP #Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 3/10/2023 10:54:53 AM Au t o d e s k D o c s : / / H R I 0 1 - H o t e l E s t e s P o r t e - C o c h e r e / H R I 0 1 _ H o t e l E st e s P o r t e - c o c h e r e _ A R C H _ R 2 3 . r v t DETAILS A501 HRI000001.30 MB CA 12 4 0 B I G T H O M P S O N A V E , ES T E S P A R K , C O 8 0 5 0 1 7 HO T E L E S T E S HO C H S T E T L E R R E S O R T S SCALE: 3" = 1'-0"4 EXTERIOR WALL ASSEMBLY - PLAN SCALE: 3" = 1'-0"3 PORTE-COCHERE COLUMN SCALE: 3" = 1'-0"2 PORTE-COCHERE BEAM FINISH SCALE: 3" = 1'-0"1 PORTE-COCHERE BEAM FINISH SCALE: 1 1/2" = 1'-0"5 FIRE PIT BENCH SCALE: 1 1/2" = 1'-0"7 FIRE PIT 1 01/13/2023 P.C. SUBMITTAL 2 03/06/2023 P.C. RESUBMITTAL 1 SCALE: 1 1/2" = 1'-0"6 BOX SOFFIT AT LODGE ENTRANCE SCALE: 1 1/2" = 1'-0"8 PARAPET AT LODGE SINK AREA SCALE: 1 1/2" = 1'-0"9 EXTERIOR WALL - ROOF DETAIL SCALE: 1 1/2" = 1'-0"10 W-1A/W-3 TRANSITION 03/10/2023 Reviewed by SAFEbuilt 04/14/2023 TYPE "A" ** DOORS WITH EXIT DEVICES REQUIRE A STILE RAIL 2" SE E S C H E D U L E DO O R H E I G H T 2" SEE SCHEDULE DOOR WIDTH 2" EXTERIOR TYPE "A" 2" SE E S C H E D U L E DO O R H E I G H T 2" SEE SCHEDULE DOOR WIDTH 2" INTERIOR TYPE "B" B 4" 5' - 6 " 4" 5' - 8 " 4" 4' - 1 0 1 / 8 " 3 1 / 4 " 3' - 2 3 / 1 6 " 4 3 / 4 " 20 ' - 1 0 5 / 1 6 " 4 5/8" 2' - 3 1/8" 5 1/4"6' - 6 1/16"5 1/4"6' - 6 1/16"5 1/4"6' - 6 1/16"5 1/4"6' - 6 1/16"5 1/4" 2' - 3 1/16" 4 5/8" 33' - 6" T T T T TT 4"4" 4 "4" C 13 ' - 7 5 / 8 " 4" 5' - 6 " 4" 5' - 7 1 1 / 1 6 " 3 1 / 8 " 1' - 2 " 4 3 / 4 " 4"5' - 8 1/2"5 1/4"5' - 8 1/2"4" 12' - 6 1/4" T T T T 4 "4" A 4" 6' - 6 " 4" 3' - 7 1 3 / 1 6 " 3 3 / 1 6 " 10 1 3 / 1 6 " 4 1 / 8 " 4"1' - 6"4"5' - 8"4"1' - 6"4" 10' - 0" 101A TT T TT 4"4 " 12 ' - 3 1 5 / 1 6 " 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By: COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMP #Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 3/10/2023 10:54:54 AM Au t o d e s k D o c s : / / H R I 0 1 - H o t e l E s t e s P o r t e - C o c h e r e / H R I 0 1 _ H o t e l E st e s P o r t e - c o c h e r e _ A R C H _ R 2 3 . r v t DOOR & WINDOW SCHEDULE AND TYPES A601 HRI000001.30 MB CA 12 4 0 B I G T H O M P S O N A V E , ES T E S P A R K , C O 8 0 5 0 1 7 HO T E L E S T E S HO C H S T E T L E R R E S O R T S DOOR TYPES FRAME TYPES DOOR AND FRAME SCHEDULE MA R K ROOM WI D T H HE I G H T DOOR FRAME FI R E R A T I N G HW SET REMARKSTY P E MA T E R I A L FI N I S H TY P E MA T E R I A L FI N I S H 101A 5' - 8"6' - 10"5 Aluminum None (Not Rated) 101B NEW LODGE 3' - 0"7' - 0"A SCWD B HM GLAZING ELEVATIONS 1 01/13/2023 P.C. SUBMITTAL 2 03/06/2023 P.C. RESUBMITTAL 1 T = TEMPERED GLAZING 03/10/2023 Reviewed by SAFEbuilt 04/14/2023 GENERAL ELECTRICAL NOTES: 1. ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND LOCAL CODES HAVING JURISDICTION. 2. THE ELECTRICAL CONTRACTOR SHALL OBTAIN PERMITS AND PAY SUCH FEES AS MAY BE NECESSARY FOR INSPECTIONS, TESTS, AND OTHER SERVICES NECESSARY FOR THE COMPLETION OF THIS WORK. 3. CONTRACTOR SHALL VISIT THE SITE AND EXAMINE CONDITIONS OF THE PREMISES AND THE CHARACTER AND EXTENT OF WORK REQUIRED PRIOR TO SUBMISSION OF BIDS. ANY DIFFICULTIES IN COMPLYING WITH THE DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE BIDDING. 4. IT IS THE INTENT OF THESE DRAWINGS AND OTHER RELATED DOCUMENTS TO PRODUCE A COMPLETE AND FUNCTIONING ELECTRICAL SYSTEM. THE ELECTRICAL CONTRACTOR SHALL PROVIDE LABOR, MATERIAL, AND OTHER SERVICES AS MAY BE NECESSARY TO ACHIEVE THIS PRODUCT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT AY DISCREPANCIES IN THE PLANS AND SPECIFICATIONS THAT WILL AFFECT THE WORK, PRIOR TO SUBMISSION OF BID. 5. IF, DURING THE COURSE OF THE WORK, THE CONTRACTOR EXPERIENCES A PROBLEM WITH THE PERFORMANCE OF THE INSTALLATION RELATIVE TO THE PLANS AND SPECIFICATIONS, THE NATIONAL ELECTRICAL CODE, OTHER APPLICABLE CODES, AND GOVERNING DOCUMENTS, THE CONTRACTOR SHALL BRING THE PROBLEM TO THE ATTENTION OF THE ARCHITECT AND/OR THE ENGINEER FOR RESOLUTION PRIOR TO EXECUTION OF THE WORK. 6. MATERIAL SHALL BE NEW AND BEAR THE UL LABEL LISTED APPROVAL FOR ITS INSTALLED APPLICATION. 7. MAJOR COMPONENTS OF THE ELECTRICAL SYSTEMS SUCH AS SAFETY DISCONNECT SWITCHES AND PANELBOARDS SHALL BE BY THE SAME MANUFACTURER AND SHALL AS LISTED IN THE SPECIFICATIONS. 8. CIRCUIT BREAKERS USED FOR SWITCHING OF LIGHTING OR SIGN CIRCUITS SHALL BE APPROVED FOR SWITCHING DUTY AND SHALL BE MARKED "SWD" IN ACCORDANCE WITH NEC ARTICLE 240.83 (d). 9. PROVIDE "LOCKING" TYPE DEVICES ON CIRCUIT BREAKERS CONNECTED TO EMERGENCY AND NIGHT LIGHTING, SIGNS, FIRE ALARM, AND SECURITY SYSTEMS. 10. SWITCHES, DUPLEX RECEPTACLES, AND TELEPHONE OUTLETS TO BE FLUSH MOUNTED THROUGHOUT. 11. SERVICE EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH NEC ARTICLE 250. 12. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR FOR EXACT LOCATIONS OF HVAC EQUIPMENT. 13. SEE REFLECTED CEILING PLAN FOR EXACT LOCATION OF LIGHT FIXTURES. 14. ELECTRICAL PLANS ARE DIAGRAMMATIC. DO NO SCALE DRAWINGS. 15. CONSULT PLANS OF ALL OTHER TRADES FOR COORDINATION AND FOR RELATED AND ADJOINING WORK. 16. CONSULT ARCHITECTURAL AND STRUCTURAL PLANS AND DETAILS FOR CONSTRUCTION TYPE, HEADROOM, ROOM FINISHES, CEILINGS, ETC. 17. WORK SHALL BE DONE AT SUCH TIMES AND IN SUCH A MANNER AS WILL LEAST INTERFERE WITH THE MAINTENANCE AND OPERATION OF RELATED OR AFFECTED SYSTEMS. POWER OUTAGES, IF NECESSARY, SHALL BE COORDINATED WITH OWNER. 18. THE CORRECT NUMBER OF WIRES MAY NOT BE INDICATED FOR ALL CIRCUITS, ONLY THOSE WHERE CLARIFICATION IS NECESSARY. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL WIRES NECESSARY FOR THE PROPER FUNCTION OF THE SYSTEM. 19. EMPTY CONDUIT RUNS IN EXCESS OF 10 FT. SHALL BE PROVIDED WITH A PULL WIRE OR FISH TAPE/CORD. 20. RECEPTACLES DENOTED AS 'AC' ARE MOUNTED 6" ABOVE THE COUNTER OR VANITY IF A COUNTER IS NOT PRESENT. 21. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER SIZING OF MOTOR OVERLOAD DEVICES IN STARTERS BASED ON ACTUAL NAMEPLATE RATINGS ON THE MOTORS BEING INSTALLED. 22. CONTRACTOR SHALL NOTE UL LABELS ON PACKAGE TYPE MECHANICAL EQUIPMENT. IF UL LABEL ON MECHANICAL EQUIPMENT CALLS FOR THE OVERCURRENT PROTECTIVE DEVICE TO BE FUSES, THE ELECTRICAL CONTRACTOR SHALL PROVIDE A FUSED DISCONNECT SWITCH WITH PROPER SIZE FUSES AT THE SWITCH LOCATION INDICATED ON DRAWINGS. 23. CONTRACTOR SHALL VERIFY WIRE SIZES, CIRCUIT BREAKER, AND FUSE RATINGS FOR ALL HVAC EQUIPMENT, AND BRING TO THE ATTENTION OF THE ARCHITECT AND/OR THE ENGINEER ANY DISCREPANCIES AFFECTING THE WORK PRIOR TO PROCEEDING. 24. HORSEPOWER RATINGS INDICATED ON DRAWING MAY DIFFER FROM ACTUAL EQUIPMENT FURNISHED. IF FURNISHED EQUIPMENT DIFFERS FROM RATINGS ON DRAWINGS, CONTRACTOR SHALL NOTIFY ARCHITECT AND/OR THE ENGINEER FOR APPROPRIATE ACTION TO BE TAKEN. 25. PROVIDE APPROVED "HACR" TYPE CIRCUIT BREAKERS FOR HEATING, AIR CONDITIONING, AND REFRIGERATION EQUIPMENT INDICATED FOR CONNECTION ON ELECTRICAL DRAWINGS. 26. DEVICES AND COVERPLATES SHALL BE CONSTRUCTED OF MOLDED NYLON MATERIALS. COLOR OF DEVICES AND MATCHING COVERPLATES SHALL BE AS SELECTED BY THE ARCHITECT. 27. THE CONTRACTOR SHALL GUARANTEE WORK AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE BY OWNER. 28. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO COORDINATE SERVICE REQUIREMENTS FOR POWER AND TELEPHONE UTILITIES. 29. PROVIDE A #10 NEUTRAL CONDUCTOR FOR MULTI-WIRE RECEPTACLE BRANCH CIRCUITS. 30. FOR EQUIPMENT RATED 100 AMPS OR LESS, THE CONTRACTOR SHALL PROVIDE TERMINATIONS WHICH ARE LISTED FOR USE AT 75 DEGREE C OR PROVIDE WIRING SIZED USING THE 60 DEGREE C AMPACITY. 31. CONTRACTORS AND SUBCONTRACTORS SHALL CONSULT THE CIVIL, ARCHITECTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS AND COORDINATE THE INFORMATION CONTAINED IN THESE DRAWINGS TO PROPERLY CONSTRUCT THIS PROJECT. 32. REFER TO CIVIL, ARCHITECTURAL, PLUMBING, MECHANICAL, OR ELECTRICAL DRAWINGS FOR OPENINGS, DEPRESSIONS, FINISHES, INSERTS, BOLTS, ETC. 33. BEFORE ORDERING MATERIALS OR DOING ANY WORK, THE CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO EXTRA CHARGES OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE CONTRACTORS' OR SUBCONTRACTORS' FAILURE TO COMPLY WITH THIS REQUIREMENT. 34. DUCTS NOT USED FOR ENVIRONMENTAL AIR (PLENUMS), SUCH AS DUST, LOOSE STOCK, OR VAPOR REMOVAL, SHALL NOT CONTAIN ANY RACEWAYS/CONDUCTORS. DUCTS USED FOR ENVIRONMENTAL AIR (PLENUMS), SHALL NOT CONTAIN ANY RACEWAYS/CONDUCTORS, EXCEPT FOR THOSE REQUIRED FOR THE DIRECT ACTION UPON/OR SENSING OF THE CONTAINING ENVIRONMENTAL AIR DUCT. RACEWAY/CONDUCTORS IN ENVIRONMENTAL AIR DUCTS (WHERE PERMITTED) SHALL BE TYPE MI CABLE (WITHOUT OVERALL NONMETALLIC COVERING), OR FLEXIBLE METAL CONDUIT (WITHOUT NONMETALLIC COVERING).FOR ADDITIONAL TYPES OF ALLOWED RACEWAYS, REFERENCE NEC 2020, ART. 300.22(B) (FINE PRINT NOTES). MAX RACEWAY LENGTH WITHIN DUCT SHALL NOT EXCEED 4 FT. 35. PRIOR TO FINAL ORDERING OF PANELBOARDS, CIRCUIT BREAKERS, AND ALL ASSOCIATED EQUIPMENT, THE CONTRACTOR SHALL ARRANGE FOR AND PROVIDE TO THE ELECTRICAL ENGINEER OF RECORD VIA THE ARCHITECT A LETTER FROM THE LOCAL POWER COMPANY ON THEIR LETTERHEAD STATING THE SHORT CIRCUIT FAULT CURRENT AVAILABLE AT THE SECONDARY OF THE UTILITY COMPANY TRANSFORMER. INFORMATION SHALL BE USED TO DETERMINE THE FINAL A.I.C. RATINGS OF THE PANELBOARDS, METER CENTERS, MAIN DISCONNECT SWITCHES, AND CIRCUIT BREAKERS. 36. 120V AND 277V BRANCH CIRCUITS WITH LENGTH FROM PANELBOARD TO FIRST DEVICE EXCEEDING 75 FEET(120V) OR 130FT(277V) SHALL BE UPSIZED. WIRE SIZES FOR ALL BRANCH CIRCUITS SHALL BE SIZED TO LIMIT VOLTAGE DROP TO 3 PERCENT, AT FULL RATING OF CIRCUIT, UNLESS OTHERWISE NOTED. WIRE SIZES FOR FEEDERS SHALL BE SIZED TO LIMIT VOLTAGE DROP TO 2 PERCENT, AT FULL RATING OF THE FEEDER, UNLESS OTHERWISE NOTED. ADJUST CONDUCTORS AND CONDUIT AS REQUIRED. UPSIZED CONDUCTOR COSTS SHALL BE INCLUDED IN BIDS. DESIGN BUILD REQUIREMENTS: 1. FIRE ALARM SYSTEM SHALL BE DESIGN BUILD WITH A DEFERRED SUBMITTAL TO THE PERMITTING AGENCY. 2. THE CONTRACTOR SHALL OBTAIN A STATE REGISTERED ENGINEER TO REVIEW, SEAL, AND SIGN SHOP DRAWINGS FOR PLAN REVIEW SUBMISSION. THE ENGINEER OF RECORD FOR THESE DRAWINGS SHALL NOT SEAL THE FIRE ALARM DRAWINGS. 3. SECURITY SYSTEM (IF APPLICABLE) SHALL BE DESIGN BUILD WITH A DEFERRED SUBMITTAL TO THE OWNER. 4. LOW VOLTAGE SYSTEMS SHALL BE DESIGN BUILD WITH A DEFERRED SUBMITTAL TO THE PERMITTING AGENCY. 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By: COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMPNOT FOR BIDDINGPRELIMINARY#Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. NOT FOR CONSTRUCTION1/12/2023 10:45:12 AM Au t o d e s k D o c s : / / H R I 0 1 - H o t e l E s t e s P o r t e - C o c h e r e / H RI 0 1 _ H o t e l E s t e s P o r t e - c o c h e r e _ M E P _ R 2 3 . r v t SYMBOLS LEGENDS E001 HRI000001.30 MJD JTH 12 4 0 B I G T H O M P S O N A V E , ES T E S P A R K , C O 8 0 5 0 1 7 HO T E L E S T E S P O R T E - C O C H E R E HO C H S T E T L E R R E S O R T S DS DS OS VS OS VS C R P P LIGHTING CONTROLS SWITCH, SINGLE POLE SYMBOL DESCRIPTION PHOTOCELL CEILING MOUNTEDRELAY ONE, TWO, AND THREE BUTTON PUSH STATION/SWITCH PHOTOCELL WALL MOUNTED 2 3 4 D LIGHTING CONTACTOR SYMBOL DESCRIPTIONSYMBOL DESCRIPTION K TO LV V SUSWITCH, DOUBLE POLE SWITCH, THREE WAY SWITCH, FOUR WAY SWITCH, DIMMER SWITCH, KEYED SWITCH, THERMAL OVERLOAD SWITCH, LOW VOLTAGE SWITCH, VARIABLE SPEED CONTROL SWITCH, WITH FUSE HOLDER DUAL TECH WALL VACANCY SENSOR. DUAL TECH WALL OCCUPANCY SENSOR. DUAL TECH CEILING VACANCY SENSOR. DUAL TECH EILING OCCUPANCY SENSOR. CEILING DAYLIGHT SENSOR. WALL DAYLIGHT SENSOR. MAPANNFACP F F F F F F F F F F F F F SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION FIRE ALARM MANUAL STATION FIRE ALARM CONTROL MODULE FIRE ALARM MONITOR MODULE FIRE ALARM CONTROL PANEL WALL FIRE ALARM HORN AND LIGHT COMBINATION FIRE ALARM CEILING SPEAKER FIRE ALARM WALL SPEAKER WALL FIRE ALARM SPEAKER AND LIGHT COMBINATION CM MM FIRE ALARM SYMBOLS FIRE ALARM ANNUNCIATOR PANEL FIRE ALARM GRAPHIC MAP CEILING FIRE ALARM SPEAKER AND LIGHT WALL FIRE ALARM LIGHT CEILING FIRE ALARM LIGHT CEILING FIRE ALARM HORN AND LIGHT FIRE SPRINKLER FLOW SWITCH FIRE SPRINKLER VALVE TAMPER SWITCH DH FIRE ALARM MAGNETIC DOOR HOLDER F FIRE ALARM DUCT DETECTOR XX: SA - SUPPLY AIR, RA - RETURN AIR XX H H CEILING FIRE ALARM SMOKE DETECTOR WALL FIRE ALARM SMOKE DETECTOR CEILING FIRE ALARM HEAT DETECTOR WALL FIRE ALARM HEAT DETECTOR M M KPCR GB DC WALL MOUNTED CARD READER GLASS BREAK SENSOR SECURITY DOOR CONTACT SECURITY KEYPAD DEVICEWALL OR CEILING MOUNT CAMERA WALL OR CEILING MOUNT DOME CAMERA SECURITY SYMBOLS SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION PENDANT MOUNTED CAMERA WALL MOUNT MOTION SENSOR CEILING MOUNTED MOTION SENSOR SURFACE MOUNTED CEILING FIXTURE (X INDICATES FIXTURE LETTER IN SCHEDULE) SHADING INDICATES FIXTURE ON EMERGENCY CIRCUIT OR WITH BATTERY BACKUP STRIP LIGHT (X INDICATES FIXTURE LETTER IN SCHEDULE) BRACKET FIXTURE (X INDICATES FIXTURE LETTER IN SCHEDULE) FIXTURE TRACK (X INDICATES FIXTURE LETTER IN SCHEDULE) WALL AND CEILING MOUNTED EXIT LIGHT WITH DIRECTIONAL ARROW, SHADING INDICATES FACE (X INDICATES FIXTURE LETTER IN SCHEDULE) EMERGENCY BATTERY LIGHT (X INDICATES FIXTURE LETTER IN SCHEDULE) POLE LUMINAIRE(S) (X INDICATES FIXTURE LETTER IN SCHEDULE) ABOVE GRADE FIXTURE (X INDICATES FIXTURE LETTER IN SCHEDULE) CEILING FAN (X INDICATES FIXTURE LETTER IN SCHEDULE) XX X X XX X X X X ARROW INDICATES WALL WASH FIXTURE X X X X X X XX RECESSED MOUNTED CEILING FIXTURE (X INDICATES FIXTURE LETTER IN SCHEDULE) PENDANT MOUNTED CEILING FIXTURE (X INDICATES FIXTURE LETTER IN SCHEDULE) SURFACE MOUNTED WALL FIXTURE (X INDICATES FIXTURE LETTER IN SCHEDULE) RECESSED MOUNTED WALL FIXTURE (X INDICATES FIXTURE LETTER IN SCHEDULE) TRACK MOUNTED FIXTURE (X INDICATES FIXTURE LETTER IN SCHEDULE) X X IN GRADE/FLOOR FIXTURE (X INDICATES FIXTURE LETTER IN SCHEDULE)X COMBINATION WALL AND CEILING MOUNTED EXIT / EMERGENCY BATTERY LIGHT WITH DIRECTIONAL ARROW, SHADING INDICATES FACE (X INDICATES FIXTURE LETTER IN SCHEDULE)X X LIGHTING SYMBOLS SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION X M M J J POWER SYMBOLS DUPLEX RECEPTACLE ISOLATED GROUND DUPLEX RECEPTACLE DEDICATED DUPLEX RECEPTACLE DUPLEX RECEPTACLE - HALF SWITCHED PANEL BOARD - SURFACE MOUNT AND RECESSED DISTRIBUTION PANEL, SWITCHBOARD, OR MOTOR CONTROL CENTER WALL MOUNTED JUNCTION BOX JUNCTION BOX SYMBOL DESCRIPTION SPECIAL PURPOSE RECEPTACLE (NEMA CONFIGURE AS NOTED) HORIZONTAL MOUNTED DUPLEX RECEPTACLENON-FUSED DISCONNECT SWITCH FUSED DISCONNECT SWITCH RANGE RECEPTACLE NEMA 14-50 (125/250V 50A)DRYER RECEPTACLE NEMA 14-30 (125/250V 30A) SIMPLEX RECEPTACLE ISOLATED GROUND DOUBLE DUPLEX RECEPTACLE FLOOR MOUNTED DUPLEX RECEPTACLE CEILING MOUNTED DUPLEX RECEPTACLE CEILING MOUNTED DOUBLE DUPLEX RECEPTACLE CEILING MOUNTED DEDICATED DUPLEX RECEPTACLE DEDICATED DOUBLE DUPLEX RECEPTACLETRANSFORMERT MOTOR SYMBOL DESCRIPTIONSYMBOL DESCRIPTION COMBINATION POWER/DATA OUTLET (1) DUPLEX, (1) DUPLEX AUTOMATICALLY CONTROLLED DOUBLE DUPLEX RECEPTACLE AUTOMATICALLY CONTROLLED DUPLEX RECEPTACLE F DOUBLE DUPLEX RECEPTACLE - HALF SWITCHEDCURRENT TRANSFORMERCT PULL BOXPB CEILING MOUNTED DEDICATED DOUBLE DUPLEX RECEPTACLE METER TVTV SS S COMMUNICATIONS SYMBOLS SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION WIRELESS ACCESS POINT FLOOR MOUNTED DATA OUTLET FLOOR MOUNTED TELEPHONE/DATA OUTLET FLOOR MOUNTED TELEPHONE OUTLET CEILING MOUNTED DATA OUTLET CEILING MOUNTED TELEPHONE/DATA OUTLET CEILING MOUNTED TELEPHONE OUTLET WALL MOUNTED DATA OUTLET WALL MOUNTED TELEPHONE/DATA OUTLET WALL MOUNTED TELEPHONE OUTLET CLOCK COMBINATION CLOCK AND SPEAKER WALL MOUNTED SPEAKER CEILING MOUNTED SPEAKER WALL TELEVISION OUTLET CEILING TELEVISION OUTLET ONE-LINE SYMBOLS SYMBOL DESCRIPTIONSYMBOL DESCRIPTIONSYMBOL DESCRIPTION C C C T ###/# ###A FUSE ###A FUSE ###/# M M 'NAME' P B SPACE SPARE T F ## # / # ###/# PANEL BOARD NON-FUSED DISCONNECT SWITCH ###/# - DISCONNECT SIZE CURRENT TRANSFORMER ENCLOSURE CURRENT TRANSFORMER FUSED DISCONNECT SWITCH PAD MOUNTED TRANSFORMER FUSED DISCONNECT SWITCH ###/# - DISCONNECT SIZE ###A FUSE AMPERAGE FUSE - FUSE TYPE CONNECTION CABINET METER GROUNDING CONNECTION SPARE SWITCH WITHIN SWITCHBOARD POLE MOUNTED TRANSFORMER TRANSFER SWITCH PULL BOX MOTOR CIRCUIT BREAKER SPACE WITHIN SWITCHBOARD ###/# PANEL SYMBOL DESCRIPTION G GENERATOR T F TRANSFORMER CT CURRENT TRANSFORMER KW KILOWATT SCH SCHEDULE CR CARD READER KVA KILOVOLT AMPERE S SAFETY/KID SAFE RECEPTACLE CLG CEILING KV KILOVOLT RMC RIGID METAL CONDUIT CKT CIRCUIT KCMIL THOUSAND CIRCULAR MILS PWR POWER CB CIRCUIT BREAKER J-BOX JUNCTION BOX PNL PANEL XFMR TRANSFORMER C CONDUIT IT INFORMATION TECHNOLOGY PB PULLBOX WP WEATHERPROOF - NEMA 3R BC BELOW COUNTER ISC SHORT CIRCUIT CURRENT OC ON CENTER WAP WIRELESS ACCESS POINT BAS BUILDING AUTOMATION SYSTEM IG ISOLATED GROUND NTS NOT TO SCALE W WATT AWG AMERICAN WIRE GAUGE HP HORSEPOWER NL NIGHT LIGHT VFD VARIABLE FREQUENCY DRIVE AV AUDIOVISUAL GND GROUND NIS NOT IN SCOPE V VOLT ATS AUTOMATIC TRANSFER SWITCH GEC GROUNDING ELECTRODE CONDUCTOR NIC NOT IN CONTRACT USB USB RECEPTACLE AT AMPS TRIP GC GENERAL CONTRACTOR NFPA NATIONAL FIRE PROTECTION ASSOCIATION UPS UNINTERRUPTIBLE POWER SUPPLY AL ALUMINUM G GROUND FAULT CIRCUIT INTERRUPTER NF NON FUSED UNO UNLESS NOTED OTHERWISE AIC AMPS INTERRUPTING CURENT FLA FULL LOAD AMPS NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION UG UNDERGROUND AHJ AUTHORITY HAVING JURISDICTION FACP FIRE ALARM CONTROL PANEL NEC NATIONAL ELECTRICAL CODE UC UNDER CABINET AFF ABOVE FINISHED FLOOR FAA FIRE ALARM ANNUNCIATOR NC NORMALLY CLOSED TYP TYPICAL AFCI ARC FAULT CURRENT INTERRUPTER FA FIRE ALARM N NEUTRAL TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION AF AMPS FUSED EPO EMERGENCY POWER OFF MLO MAIN LUGS ONLY TGB TELECOM GROUNDING BUSBAR AC ALTERNATING CURRENT, ABOVE COUNTER EMT ELECTRICAL METALLIC TUBING MISC MISCELLANEOUS TBB TELEPHONE BACKBOARD A AMP EM EMERGENCY POWER CIRCUIT MCC MOTOR CONTROL CENTER T TRANSFORMER (RR) REMOVE & RELOCATE EC ELECTRICAL CONTRACTOR MCB MAIN CIRCUIT BREAKER SWGR SWITCHGEAR (R) REMOVE DWG DRAWING MCA MINIMUM CIRCUIT AMPS SWBD SWITCHBOARD (N) NEW DIST DISTRIBUTION MC MECHANICAL CONTRACTOR STD STANDARD (E) EXISTING DISC DISCONNECT LV LOW VOLTAGE SPECS SPECIFICATIONS (PART) PARTIAL CIRCUIT CU COPPER LTG LIGHTING SPD SURGE PROTECTIVE DEVICE ELECTRICAL ABBREVIATIONS 01/12/2023 Reviewed by SAFEbuilt 04/14/2023 Reviewed for bldg. code conformance only. SECTION 260000 - GENERAL ELECTRICAL REQUIREMENTS PART 1 -GENERAL 1.1 THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIAL, STORAGE, UNPACKING AND PLACEMENT TO INCLUDE, BUT NOT LIMITED TO THE FOLLOWING ITEMS: A. A COMPLETE POWER AND LIGHTING DISTRIBUTION SYSTEM, WHICH INCLUDES ALL PANELS, FEEDER CIRCUITS, SAFETY SWITCHES AND CONNECTIONS THERE TO. B. COMPLETE BRANCH CIRCUIT SYSTEM. C. COMPLETE LIGHTING FIXTURE INSTALLATION, INCLUDING LAMPS. D. COMPLETE TELEPHONE AND COMMUNICATION RACEWAYS (WHERE REQUIRED BY CODE) AND CABLES. WHICH INCLUDES BOXES, PLASTER RINGS, CONDUITS AND PULL WIRES. E. COMPLETE EMERGENCY LIGHTING AND POWER SYSTEM, WHICH IS CONSISTENT WITH THE BASE BUILDING. F. TEMPORARY ELECTRICAL POWER AND LIGHTING AS REQUIRED FOR CONSTRUCTION. G. TESTING OF ALL CABLES AND CIRCUIT WIRING COR CONTINUITY OF POWER AND FOR INTEGRITY OF THE GROUNDING SYSTEM. H. WIRING DEVICES AND FLOOR BOXES. I. LIGHTING CONTROLS. J. FIRE ALARM SYSTEM RELOCATION AND ADDITION OF NEW DEVICES AS SHOWN. 1.2 WORK AND EQUIPMENT SHALL COMPLY WITH THE LATEST AND APPLICABLE ADOPTED NATIONAL BUILDING CODES (INTERNATIONAL BUILDING CODES (IBC), NATIONAL ELECTRIC CODE (NEC), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND ALL LOCAL AMENDMENTS TO THE NATIONAL CODES AS WELL AS ALL AUTHORITIES HAVING JURISDICTION. THE ESTABLISHED NATIONAL STANDARDS SHALL BEAR THEIR LABEL ON ALL NEW EQUIPMENT (UNDERWRITER'S LABORATORY-UL). FACTORY MUTUAL FM AND ALL WORK SHALL BE IN COMPLIANCE WITH THE OCCUPATION SAFETY AND HEALTH ADMINISTRATION (OSHA). MODIFICATIONS REQUIRE BY THE ABOVE SAID AUTHORITIES TO BRING THE PROJECT SPACE UNDER CONTRACT UP TO CODE SHALL BE MADE WITHOUT ADDITIONAL CHARGE. WHERE THE CONTRACT DOCUMENTS REQUIRED ARE INB EXCESS OF CODE REQUIREMENTS, THE CONTRACT DOCUMENTS SHALL GOVERN. DEVIATIONS FROM THE CONTRACT DOCUMENTS REQUIRED BY THE ABOVE AUTHORITIES SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER FOR REVIEW. 1.3 CONTRACTOR SHALL ARRANGE FOR THE PAYMENT OF ALL NECESSARY PERMITTING AND INSPECTION FEES AND INCLUDE SUCH COSTS IN THERE BID. SCHEDULE ALL REQUIRED INSPECTIONS OF THE PROJECT WITH THE LOCAL JURISDICTION AT THE REQUIRED STAGES OF COMPLETION. 1.4 ELECTRICAL DOCUMENTS ARE DIAGRAMMATIC AND INDICATE MAJOR COMPONENTS, GENERAL LOCATION OF WORK AND SYSTEMS, COORDINATE ALL TRADES AND BE FAMILIAR WITH CONDITIONS, NEW AND EXISTING, WHICH MAY AFFECT THE WORK. VERIFY AND FIELD CHECK DIMENSIONS AND CONDITIONS PRIOR TO THE START OF ANY WORK AND REVIEW THE DOCUMENTS FOR ANY CONDITIONS WHICH AFFECT THE WORK. EQUIPMENT LOCATIONS INDICATED ARE APPROXIMATE AND SHALL BE FIELD VERIFIED. REVIEW ALL SUPPORTING AND COMPLEMENTARY DOCUMENTS WHICH ARE CONSIDERED A PART OF THE CONTRACT DOCUMENT PACKAGE. THESE DOCUMENTS INCLUDE ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DOCUMENTS AND SPECIFICATIONS. THESE DOCUMENTS COMPLIMENT EACH OTHER AND MUST BE UTILIZED BY ALL CONTRACTORS IN ORDER TO OBTAIN COMPLETE CONSTRUCTION INFORMATION, ANY INFORMATION WHICH CONFLICTS WITHIN THESE DOCUMENTS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ARCHITECTS AND ENGINEERS ATTENTION. 1.5 MAKE ARRANGEMENTS FOR AND PAY ALL COSTS AS APPLICABLE FOR TEMPORARY POWER, LIGHTING AND TELECOMMUNICATIONS AS REQUIRED TO PROPERLY CONDUCT THE WORK SPECIFIED IN THE CONTRACT AND MAINTAIN ALL EXISTING SERVICES. PROVIDE AND MAINTAIN FOR THE ENTIRE LENGTH OF THIS CONTRACT: EXIT SIGNS, EMERGENCY LIGHTING, FIRE PROTECTION AND ALARM DEVICES TO CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODES. 1.6 VERIFY POINTS OF CONNECTION BEFORE COMMENCING WORK. CONFIRM THE REQUIREMENTS FOR PREMIUM TIME OF SPECIAL PROCEDURES WITH THE OWNER AND INCLUDE THE COST IN THE BID PROPOSAL. BY SUBMITTING AN BID PROPOSAL, THE CONTRACTOR AGREES TO ACCEPT EXISTING SITE CONDITIONS NOT SPECIFICALLY EXCLUDED. EXCLUSIONS SHALL BE PROVIDED IN WRITING AS A SEPARATE DOCUMENT TO THE ARCHITECT AND ENGINEER. 1.7 ALL MATERIALS SHALL BE NEW, FREE FROM DEFECTS AND LISTED BY THE UNDERWRITERS LABORATORIES, INC. (UL), BEFORE PROCURING MATERIALS OR EQUIPMENT. SUBMIT ENGINEERING DATA FOR MATERIAL AND EQUIPMENT PROPOSED FOR USE. VERIFY EQUIPMENT DIMENSIONS FOR ADEQUATE SPACE ALLOTMENT ON THE PROJECT. THE PRODUCT MANUFACTURERS AND COMPONENT MODEL NUMBERS ARE GIVEN TO ESTABLISH A LEVEL OF QUALITY AND PERFORMANCE ARE NOT INTENDED TO EXCLUDE EQUIVALENT PRODUCTS OF ALTERNATE MANUFACTURERS. ALTERNATE MANUFACTURERS OF EQUIVALENT PRODUCTS WILL BE CONSIDERED. COORDINATE, PREPARE AND SUBMIT SHOP DRAWINGS AND/OR PRODUCT DATA TO THE ARCHITECT AND ELECTRICAL ENGINEER FOR REVIEW AND APPROVAL. SHOP DRAWINGS AND PRODUCT DATA TO BE SUBMITTED SHALL INCLUDE, BUT NOT LIMITED TO: LIGHTING FIXTURES, CONTROL DEVICES, WIRING DEVICES (SWITCHES AND RECEPTACLES), POWER DISTRIBUTION EQUIPMENT, PANELBOARDS, CIRCUIT BREAKERS, SAFETY SWITCHES, TRANSFORMERS, FIRE DETECTION AND ALARM EQUIPMENT. 1.8 MAINTAIN A SET OF ELECTRICAL RECORD DRAWINGS IN THE GENERAL CONTRACTOR'S OFFICE AT THE PROJECT SITE OFFICE. INDICATE ACTUAL LOCATIONS OF ALL EQUIPMENT CONDUIT AND ETC. AS WELL AS DEVIATIONS OF WORK FROM THAT SHOWN ON THE CONTRACT DOCUMENTS. WHERE CONFLICTS EXIST BETWEEN EQUIPMENT OF MULTIPLE DISCIPLINES, THIS CONTRACTOR SHALL DEVELOP FIELD COORDINATION DRAWINGS TO ASSIST IN THE INSTALLATION AS WELL AS A RECORD TO INDICATE THESE ISSUES TO THE ARCHITECT AND ENGINEER. 1.9 X-RAYING OF STRUCTURE: DO NOT CORE DRILL, PENETRATE OR CUT EXISTING CONCRETE FLOOR SLABS WITHOUT CONSULTING WITH THE BASE BUILDING'S STRUCTURAL ENGINEER OF RECORD AND/OR A REGISTERED PROFESSIONAL STRUCTURE ENGINEER. DO NOT PROCEED WITH WORK WITHOUT WRITTEN PERMISSION FROM THE ABOVE PROFESSIONALS. ARRANGE MOBILIZATION AND PAYMENT FOR X-RAY EQUIPMENT, IF NECESSARY, TO INVESTIGATE ALL POTENTIAL STRUCTURAL IMPEDIMENTS. 1.10 GUARANTEE EQUIPMENT AND WORKMANSHIP FOR A PERIOD OF ONE YEAR BEGINNING FROM THE DAY OF FINAL ACCEPTANCE OF THE WORK OR BENEFICIAL OCCUPANCY BY THE OWNER WHICHEVER COMES FIRST. GUARANTEE WORK SHALL PERFORMED PROMPTLY AND AT NO ADDITIONAL COST TO THE OWNER. GUARANTEE SHALL APPLY TO MATERIALS, EQUIPMENT AND SERVICES. WORK SHALL BE PERFORMED USING PERSONNEL SKILLED IN THEIR RESPECTIVE TRADES. 1.11 INSTALL WORK IN A NEAT AND WORKMAN LIKE MANNER. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS TECHNIQUES, SEQUENCES AND PROCEDURES FOR COORDINATING WORK UNDER THIS CONTRACT. 1.12 MAINTAIN THE CONSTRUCTION PREMISES IN A NEAT AND ORDERLY CONDITION AND CLEAN DEBRIS FROM THE SITE AT THE END OF EACH WORKING DAY. 1.13 IN CASES OF DOUBT AS TO WORK INTENDED OR IN THE EVENT OF NEED FOR EXPLANATION THEREOF, REQUEST SUPPLEMENTARY INSTRUCTIONS FROM THE ENGINEER. NO CHANGES ARE TO BE MADE TO THE WORK OF THE CONTRACT WITHOUT PRIOR KNOWLEDGE AND APPROVAL OF THE ARCHITECT AND ENGINEER. 1.14 WHEREVER FIRE RATED PARTITIONS OR CONCRETE SLABS ARE PENETRATED, SUCH PENETRATIONS SHALL BE SEALED WITH CODE APPROVED, LABORATORY TESTED AND LABELED SEALANT OF THE FIRE RESISTANCE RATING WHICH IS NOT LESS THAN THAT OF THE PENETRATED ASSEMBLY. PART 2 -PRODUCTS 2.1 PANELBOARDS: A. ALL PANELBOARDS SHALL BE EQUAL IN MANUFACTURER TO GENERAL ELECTRIC, EATON/CUTLER HAMMER, SQUARE D OR SIEMENS. PANELBOARDS SHALL BE PROVIDED WITH FOLLOWING STANDARD FEATURES: B. COPPER BUSSING. C. BOLT-ON MOLDED CASE THERMAL MAGNETIC CIRCUIT BREAKERS. D. BUSSING AND BREAKERS SHALL MAKE A FULLY RATED (KAIC) SYSTEM. SERIES RATED EQUIPMENT IS NOT ACCEPTABLE. E. PROVIDE PANEL WITH SEPARATE EQUIPMENT GROUND BUS TERMINAL BLOCK. F. PROVIDE FULL SIZE NEUTRAL BUS. G. PROVIDE ISOLATED GROUND BUS IF INDICATED ON PANELBOARD SCHEDULE. H. PROVIDE TYPED PANEL DIRECTORIES. I. PROVIDE DEAD FRONT CONSTRUCTION AND HINGED FRONT DOORS WITH A SPRING LOADED, KEY LOCKABLE LATCH. J. OTHER FEATURES SHALL BE AS INDICATED ON THE PANEL SCHEDULE. 2.2 CONDUCTORS: A. ALL CONDUCTORS SHALL BE COPPER UNLESS OTHERWISE NOTED. ALL CONDUCTORS SHOWN ON THE DOCUMENT SHALL BE RATED AT A MINIMUM OF 75 DEGREES CELSIUS, TYPE THW 600 VOLT INSULATION. B. CONDUCTORS #10AWG AND SMALLER SHALL BE SOLID TYPE CONDUCTORS. CONDUCTORS #8 AND LARGER SHALL BE STRANDED TYPE. C. MINIMUM CONDUCTOR SIZE TO BE #12AWG UNLESS OTHERWISE NOTED. D. ALL LINE VOLTAGE CONDUCTORS MUST BE INSTALLED IN A RACEWAY, 3/4" MINIMUM UNLESS OTHERWISE NOTED. E. ALL FEEDER AND BRANCH CIRCUITS INSTALLED IN CONDUIT SHALL BE PROVIDED WITH A SEPARATE GREEN INSULATED GROUND CONDUCTOR. 2.3 METAL CLAD CABLE (MC) WITH AN INSULATED GREEN GROUND CONDUCTOR MAY BE USED IN ALL CONCEALED BRANCH WIRING APPLICATION UNLESS OTHERWISE NOTED. 2.4 OUTLET BOXES: A. USE SHEET STEEL , ZINC COATED OR CADMIUM PLATED OUTLET BOXES CONCEALED FOR INTERIOR WORK. B. USE CAST BOXES, ZINC-CADMIUM FINISH MALLEABLE IRON FOR EXPOSED EXTERIOR WORK AND FOR EXPOSED CONCEALED WORK IN WET, DAMP OR EXTERIOR LOCATIONS. C. WALL BOXES SHALL BE 4" SQUARE X 2-1/2" DEEP WHERE WALL CONSTRUCTION PERMITS. D. GANG BOXES SHALL BE ONE PIECE. E. FLUSHMOUNT BOXES IN ALL FINISHED WALLS: INSTALL PLASTERINGS IN DRYWALLED OR PLASTERED WALLS AND RAISED COVERS AS REQUIRED IN WALLS WITH OTHER FINISHES SO COVER PLATES WILL FIT TIGHT AGAINST WALL SURFACE. F. PROPERLY SUPPORT ALL BOXES PER THE NEC TO ALLOW FOR RIGID SUPPORT AND PROPER ALIGNMENT. 2.5 WIRING DEVICES: A. ALL LIGHTING SWITCHES SHALL BE RATED 20 AMPERE 120/277 VOLT AC QUIET TYPE SNAP SWITCHES. B. PROVIDE NEMA 5-20R DUPLEX 125 VOLT GROUNDING TYPE RECEPTACLES UNLESS OTHERWISE NOTED. C. RECEPTACLES REQUIRING AMPERAGES, VOLTAGES OR CONFIGURATIONS DIFFERENT FROM DUPLEX RECEPTACLES ABOVE SHALL BE AS INDICATED ON THE DRAWINGS. D. THE FINISHED COLOR FOR DEVICES AND DEVICE PLATE COVERS SHALL BE AS SELECTED BY ARCHITECT AND MANUFACTURED BY HUBBLE, P&S OR LEVITON. E. PROVIDE DEVICE PLATES FOR OUTLET BOXES AS FOLLOWS UNLESS OTHERWISE NOTED: 1. FINISHED AREAS: THERMOPLASTIC IN THE SAME COLOR OF THE DEVICE. 2. UNFINISHED AREAS: ZINC COATED SHEET METAL, ALUMINUM OR CAST METAL AS APPROPRIATE FOR THE TYPE OF BOX. 3. WHERE MORE THAN ONE DEVICES IS INDICATED, PROVIDE A MULTI-GANG BOX AND A COMMON GANG BOX PLATE. 2.6 TELEPHONE AND DATA OUTLETS: A. PROVIDE PLASTER RING AND PULL WIRE TO ACCESSIBLE CEILING SPACE. INSTALL PLASTIC BUSHING IN METAL STUD TOP PLATE OR STUD OPENINGS TO AVOID CONDUCTOR DAMAGE. B. PROVIDE AN OUTLET BOX AND A 1" EMPTY CONDUIT WITH PULL STRING WHERE LOCATION IS IN AN INSULATED WALL PARTITION OR WHERE THE CEILING SPACE IS INACCESSIBLE, IN SUCH CASE EXTEND CONDUIT TO NEAREST ACCESSIBLE CEILING SPACE. C. THE FINISHED COLOR FOR DEVICES AND DEVICE PLATE COVERS SHALL BE AS SELECTED BY ARCHITECT. 2.7 DISCONNECT SWITCHES: A. PROVIDE FUSED OR NON-FUSED HEAVY DUTY DISCONNECT SWITCHES. SIZE AND RATINGS AS INDICATED ON DRAWINGS. ALL DISCONNECTS SHALL HAVE HANDLE LOCKING PROVISIONS IN THE ON AND OFF POSITIONS. 2.8 MOTOR CONTROLLERS: A. PROVIDE COMBINATION MOTOR CONTROLLER CONSISTING OF LOCKABLE FUSED DISCONNECT SWITCH, MAGNETIC CONTACTOR, OVERLOAD RELAY, CONTROL POWER TRANSFORMER, HAND/OFF/AUTO SWITCH AND RED RUNNING LIGHT. PROVIDE IN ENVIRONMENT SUITABLE/RATED ENCLOSURE. PART 3 -EXECUTION 3.1 INSTALLATION OF CONDUIT AND CABLE: A. CABLE AND CONDUIT SHALL BE INSTALLED CONCEALED IN FINISHED AREAS. BRANCH CIRCUITS INSTALLED IN UNFINISHED AREAS SHALL BE INSTALLED IN CONDUIT. B. ALL EMPTY CONDUITS SHALL BE INSTALLED WITH PULL LINES. C. CONDUITS INSTALLED INDOORS, NOT SUBJECT TO PHYSICAL DAMAGE SHALL BE EMT. D. CONDUITS SERVING MOTORS, TRANSFORMERS OR VIBRATING EQUIPMENT INSTALLED IN INDOOR DRY LOCATIONS SHALL BE FLEXIBLE METALLIC CONDUIT (FMC). E. CONDUITS INSTALLED OUTDOORS OR EXPOSED TO DAMP OR MOIST ENVIRONMENTS SHALL BE INSTALLED IN IMS OR RGS. F. CONDUITS SERVING MOTORS, TRANSFORMERS OR VIBRATING EQUIPMENT INSTALLED OUTDOORS OR IN DAMP LOCATIONS SHALL BE LIQUID TIGHT FLEXIBLE METAL CONDUIT (LFMC). G. ALL CONNECTORS FOR SOLID CONDUIT (EMT AND IMC) SHALL BE COMPRESSION TYPE FITTINGS. ALL CONNECTORS FOR FLEXIBLE CONDUIT AND CABLE SHALL BE UL LISTED FOR USE WITH THAT EQUIPMENT. H. ALL CABLE AND CONDUIT SHALL BE INSTALLED PARALLEL AND PERPENDICULAR TO BUILDING LINES AND SHALL BE PROPERLY SUPPORTED AS RECOMMENDED BY THE NEC. THE ABOVE SHALL NOT BE SUPPORTED BY MECHANICAL PIPING OR TIED TO DUCTWORK HANGERS. CABLES SHALL NOT BE SUPPORTED BY OTHER ELECTRICAL CONDUIT. I. WHERE TYPE AC CABLE ENTERS AN ELECTRICAL CLOSET, THE CABLES SHALL NOT BE INSTALLED BUNDLED TOGETHER BUT RATHER THE CABLES SHALL BE PULLED INTO THE ROOM DRESSED AND TRAINED INTO SINGLE AND DOUBLE ROWS WHICH ARE NEATLY FASTENED TO UNISTRUT (OR EQUIVALENT) RACK. THE CABLE SHALL BE SUPPORTED AND SMOOTHLY TRANSITIONED INTO THE INDICATED BRANCH CIRCUIT PANALBOARD. J. COORDINATE ALL CONDUIT AND CABLE RUNS WITH MECHANICAL PIPING AND DUCTWORK TO AVOID CONFLICTS. K. CONDUITS SHALL BE USED AS EQUIPMENT GROUND RETURN PATHS. PROVIDE GROUND CONDUCTOR PER PARAGRAPH 2.2. L. PROVIDE CUTTING AND PATCHING AS REQUIRED TO ACCOMPLISH THE ELECTRICAL WORK PORTRAYED ON THE DRAWINGS. PART 4 -FIRE ALARM SYSTEM EXTENSION 4.1 EXTENSION AND/OR MODIFICATIONS OF THE BUILDING FIRE ALARM SYSTEM SHALL BE DESIGNED AND INSTALLED BY THE FIRE ALARM SYSTEM CONTRACTOR. 4.2 FURNISH AND INSTALL ALL DEVICES, OUTLET BOXES, CONDUIT AND WIRE. FINAL CONNECTIONS AND TESTING FOR EXTENSIONS OF THE BASE BUILDING FIRE ALARM SYSTEM AS INDICATED HEREIN. 4.3 ALL DEVICES SHALL BE COMPLETELY COMPATIBLE WITH THE EXISTING BUILDING FIRE ALARM SYSTEM. THE EXISTING BUILDING SYSTEM MANUFACTURER SHALL BE VERIFIED WITH OWNER PRIOR TO PROCUREMENT. NO DEVIATION WILL BE ALLOWED WITHOUT SPECIFIC AUTHORIZATION FROM OWNER. 4.4 DEVICES TO BE PROVIDED FOR THIS PROJECT INCLUDE: NFPA 72 AND ADA COMPLIANT FLASHING STROBE LIGHTS (MINIMUM 75 CANDELA , UNO) COMBINATION STROBE SPEAKERS, VOICE ALARM SPEAKERS, PHOTOELECTRIC SMOKE DETECTORS, HEAT DETECTORS, FLOW AND TAMPER ALARMS AND SMOKE DUCT DETECTORS. PART 4 -FIRE ALARM EXTENSION (CONT): 4.5 WHERE EXISTING SYSTEM CANNOT ADDITIONAL DEVICES, PROVIDE SYSTEM EXTENDER PANEL FOR ALL NEW CIRCUITS. NEW PANEL SHALL BE UL LISTED AND PROVIDED WITH BATTERY BACK-UP PER NFPA. CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT, WIRING AND DEVICES TO INTERFACE WITH THE EXISTING FIRE ALARM SYSTEM PANEL. 4.6 WHERE MULTIPLE STROBES ARE INSTALLED IN A COMMON AREA, PROVIDE SYNCHRONIZED STROBES TO ALLOW FLASH TO OCCUR SIMULTANEOUSLY. 4.7 WIRING: A. WHERE REQUIRED BY THE AHJ, ALL FIRE ALARM WIRING SHALL BE INSTALLED IN A MINIMUM OF 3/4" CONDUIT, EXCEPT USE UL RATED "MC" FIRE ALARM CABLE FROM JUNCTION BOX LOCATED ABOVE CEILING SPACE OVER STROBE, DOWN INSIDE WALL TO STROBE JUNCTION BOX. WHERE ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION (AHJ) THE CONTRACTOR MAY USE UL LISTED MC FIRE ALARM CABLE. B. ALL WIRING TO DEVICES SHALL BE SIZED AND INSTALLED PER MANUFACTURER'S REQUIREMENTS. C. FIRE ALARM WIRING SHALL NOT BE INSTALLED IN THE SAME CONDUIT OR JUNCTION BOXES AS POWER AND LIGHTING WIRING. D. ALL WIRE SPLICING SHALL BE PERFORMED IN JUNCTION BOXES SIZED TO ACCOMMODATE TERMINAL BLOCKS (NUMBER AS REQUIRED). ALL CONNECTIONS SHALL BE MADE WITH APPROVED CRIMP-ON TERMINAL SPARE LUGS, PRESSURE-TYPE TERMINAL BLOCKS OR PLUG CONNECTORS. CABLE TAPS OR T-TAPS WILL NOT BE PERMITTED. 4.8 FIELD QUALITY AND TESTING: ALL TESTING SHALL BE PERFORMED IN THE PRESENCE OF A REPRESENTATIVE OF THE BUILDING MANAGEMENT. A. DEMONSTRATE THAT THE ENTIRE TENANT FIRE ALARM SYSTEM FUNCTIONS IN ACCORDANCE WITH THE EXISTING BASE BUILDING SYSTEM OPERATION. TEST CIRCUITS OF AUTOMATIC ALARM CONDITIONS, MANUAL ALARM CONDITIONS AND EQUIPMENT SHUTDOWN IN ACCORDANCE WITH THE EXISTING BASE BUILDING SYSTEM OPERATION AND NFPA 72. B. TEST CONDUCTORS FOR SHORT CIRCUITS USING AN INSULATION-TESTING DEVICE. C. TEST INDICATING AND INITIATING CIRCUITS FOR PROPER SIGNAL TRANSMISSION UNDER OPEN CIRCUIT CONDITIONS. D. TEST INDICATING AND INITIATING CIRCUITS FOR PROPER ALARM OPERATION AND RESPONSE AND ANNOTATION AT THE MAIN FIRE ALARM CONTROL PANEL. E. TEST THE EXISTING AND NEW SYSTEMS FOR SPECIFIED FUNCTIONS ACCORDING TO THE EXISTING BASE BUILDING SYSTEM OPERATION. SYSTEMATICALLY INITIATE SPECIFIC FUNCTIONAL PERFORMANCE ITEMS AT EACH STATION, INCLUDING MAKING ALL POSSIBLE ALARM AND MONITORING INITIATIONS AND USING ALL COMMUNICATIONS OPTIONS. FOR EACH ITEM OBSERVE RELATED PERFORMANCE AT ALL DEVICES AFFECTED BY THE ITEM UNDER ALL SYSTEM SEQUENCES. OBSERVE INDICATING LIGHTS, SIGNAL TONES AND ANNUNCIATION INDICATORS. F. RETESTING: CORRECT DEFICIENCIES INDICATED BY TESTING AND COMPLETELY RETEST WORK AFFECTED BY SUCH DEFICIENCIES. VERIFY BY THE SYSTEM TEST THAT THE TOTAL SYSTEM MEETS THE EXISTING BASE BUILDING SYSTEM OPERATION STANDARD. G. COORDINATE ALL ELECTRICAL DOOR STRIKES/LOCKS. H. UPON ACTIVATION OF THE FLOOR FIRE ALARM, SMOKE DETECTORS, PULL STATION, ETC., SHALL CAUSE THE RELEASE OF ALL SECURITY DOOR LOCKS/ELECTRIC DOOR STRIKE AND SHALL SHUT DOWN HVAC UNITS (OVER 2000 CFM). I. CONTRACTOR SHALL SUBMIT DRAWINGS, SHOP DRAWINGS AND CUT SHEETS OF ADDED DEVICES TO THE AHJ, ENGINEER AND OWNER FOR REVIEW/APPROVAL PRIOR TO INSTALLATION OF ANY FIRE ALARM DEVICES. PART 5 -ELECTRICAL DEMOLITION 5.1 THE EXTENT OF THE DEMOLITION WORK SHALL BE PER THE ARCHITECTURAL DEMOLITION PLAN. 5.2 EXCEPT AS OTHERWISE NOTED, ALL EXISTING ELECTRICAL WORK WHICH WILL NOT BE RENDERED OBSOLETE AND WHICH MAY BE DISTURBED DUE TO ANY CHANGES REQUIRED UNDER THIS CONTRACT SHALL BE RESTORED TO ITS ORIGINAL OPERATING CONDITIONS. OTHER ELECTRICAL WORK OR MATERIAL RENDERED OBSOLETE SHALL BE REMOVED UNLESS OTHERWISE NOTED. 5.3 WHERE EXISTING ELECTRICAL WORK INTERFERES WITH NEW WORK AND WHERE SUCH INSTALLATIONS ARE TO REMAIN IN USE, THE INSTALLATIONS SHALL BE RELOCATED AND/OR RECONNECTED TO COORDINATE WITH THE WORK INDICATED ON THE CONTRACT DRAWINGS AND AS SPECIFIED. FOR EXISTING INSTALLATIONS WHICH INVOLVE BASE BUILDING SYSTEMS, OBTAIN APPROVAL OF OWNER PRIOR TO MAKING ANY MODIFICATIONS. 5.4 WHERE EXISTING RACEWAYS THAT ARE NOT TO BE RE-USED INTERFERE WITH NEW WORK, THESE RACEWAYS SHALL BE REMOVED BACK TO THE NEAREST JUNCTION BOX AND THE OPENINGS BLANKED OFF. 5.5 MAINTAIN CONTINUITY OF THOSE FEEDERS AND/OR BRANCH CIRCUITS SERVING MULTIPLE ITEMS OF WHICH ONE OR MORE ARE BEING REMOVED. CONDUCTORS AND CONDUITS FOR THOSE ITEMS BEING REMOVED SHALL BE DISCONNECTED AND REMOVED AS FAR BACK TO THE SOURCE AS PRACTICAL. REMOVE BACK TO SOURCE IF POSSIBLE. 5.6 REMOVE ALL EXISTING ELECTRICAL EQUIPMENT IN THE AREAS TO BE RENOVATED INCLUDING LIGHTING FIXTURES, SWITCHES, EXPOSED CONDUIT, SURFACE AND FLUSH DEVICES BOXES, DEVICE PLATES, ETC. REMOVE ALL ACCESSIBLE WIRING AND CONDUIT BACK TO EXISTING PANELS. CUT BACK, CAP AND ABANDON ALL CONCEALED CONDUITS, EXCEPTION: A. PANELS, FEEDERS, TRANSFORMERS, FIRE ALARM SYSTEMS UNO. B. EQUIPMENT INDICATED TO REMAIN. C. MAINTAIN AND RESTORE, IF INTERRUPTED, ALL CONDUITS AND FEEDERS PASSING THROUGH RENOVATED AREAS AND SERVICING UNDISTURBED AREAS. D. CONTRACTOR SHALL CLEAN PROJECT SITE AT THE END OF EACH WORKING DAY. AFTER REMOVAL OF ALL DEVICES, CONTRACTOR SHALL TURN ALL DEVICES OVER TO OWNER'S REPRESENTATIVE FOR INSPECTION. AFTER INSPECTION BY THE OWNER'S REPRESENTATIVE, ALL UNUSED MATERIALS SHALL BE REMOVED FROM THE JOBS SITE AND PROPERLY DISPOSED OF. E. HOLES IN FLOORS, WALLS AND CEILINGS TO REMAIN WHICH WERE CAUSED BY DEMOLITION OR REMOVAL OF ELECTRICAL CONDUITS, PANEL FEEDERS AND EQUIPMENT SHALL BE PATCHED/REPAIRED TO MATCH THE SURROUNDING SURFACE AND TO MAINTAIN REQUIRED FIRE RATING. F. ALL ELECTRICAL INSTALLATIONS OUTSIDE THE CONSTRUCTION AREA WHICH ARE DISRUPTED OR DAMAGED AS A RESULT OF CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO COST TO THE BUILDING OWNER. 5.7 PROTECTION: A. PROTECT FROM DAMAGE ALL EXISTING WORK TO REMAIN. ANY EXISTING-TO-REMAIN OR EXISTING-TO-BE-RELOCATED MATERIALS AND EQUIPMENT DAMAGED DURING THE COURSE OF THE WORK SHALL BE REPLACED WITH MATERIALS AND EQUIPMENT CONFIRMING TO THESE SPECIFICATIONS AT NO ADDITIONAL COST TO THE OWNER. 5.8 TERMINATION AND PATCHING: A. DISCONNECT EXISTING-TO-BE-REMOVED OR EXISTING-TO-BE-RELOCATED CONDUIT, WIRING, CABLING AND EQUIPMENT FROM EXISTING-TO-REMAIN POINTS INDICATED. IF NOT INDICATED, VERIFY POINT WITH OWNER'S REPRESENTATIVE PRIOR TO DISCONNECTION. B. CAP EXISTING-TO-REMAIN WALL OUTLETS AND JUNCTION BOXES WITH DEVICE PLATES TO MATCH EXISTING. C. WHERE EXISTING FLOORS, WALLS AND ROOFS MUST BE CUT OR ARE DAMAGED DURING REMOVAL OR RELOCATION OF ELECTRICAL WORK, PATCH THE CUT OR DAMAGED AREAS TO MATCH ADJACENT CONSTRUCTION. PART 6 -COMMISSIONING OF SYSTEMS 6.0 LIGHTING SYSTEM COMMISSIONING: A. WHERE REQUIRED BY THE AHJ, COMMISSION ALL LIGHTING CONTROL SYSTEM PER THE ADOPTED CODE. PROVIDE WRITTEN REPORT DOCUMENTING COMPLIANCE OR NON-COMPLIANCE. 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By: COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMPNOT FOR BIDDINGPRELIMINARY#Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. NOT FOR CONSTRUCTION1/12/2023 10:45:13 AM Au t o d e s k D o c s : / / H R I 0 1 - H o t e l E s t e s P o r t e - C o c h e r e / H RI 0 1 _ H o t e l E s t e s P o r t e - c o c h e r e _ M E P _ R 2 3 . r v t ELECTRICAL SPECIFICATIONS E002 HRI000001.30 MJD JTH 12 4 0 B I G T H O M P S O N A V E , ES T E S P A R K , C O 8 0 5 0 1 7 HO T E L E S T E S P O R T E - C O C H E R E HO C H S T E T L E R R E S O R T S 01/12/2023 Reviewed by SAFEbuilt 04/14/2023 Reviewed for bldg. code conformance only. J S D S D ELECTRICAL PLAN KEY NOTES: 1. JUNCTION BOX OR FIRE PIT IGNITION CONNECTION. REMOTE ON/OFF SWITCH LOCATED AT LOBBY RECEPTION DESK. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH OWNER/ARCHITECTS PRIOR TO ROUGH-IN. 2. CANOPY LIGHTS IN PORTE COCHERE TO BE CONTROLLED BY TIME CLOCK AND OVERRIDE SWITCH LOCATED AT LOBBY RECEPTION DESK. COORDINATE PROGRAMMING OF TIME CLOCK WITH OWNER/ARCHITECT PRIOR TO INSTALLATION. 3. POST MOUNTED WALL SCONCE TO BE CONTROLLED BY TIME CLOCK AND OVERRIDE SWITCH LOCATED AT LOBBY RECEPTION DESK. COORDINATE PROGRAMMING OF TIME CLOCK WITH OWNER/ARCHITECT PRIOR TO INSTALLATION. 4. CIRCUIT LIGHTS TO PANEL"AC UNITS MAIN DISC." CIRCUIT 20. SEE KEY PLAN ON THIS SHEET FOR PANEL LOCATION. #ELECTRICAL PLAN GENERAL NOTES: A. PROVIDE A DEDICATED NEUTRAL CONDUCTOR FOR EACH BRANCH CIRCUIT REQUIRING A NEUTRAL, UNLESS OTHERWISE NOTED. B. INSTALL GREEN INSULATED GROUND WIRE WITH EACH LIGHTING, RECEPTACLE, AND EQUIPMENT BRANCH CIRCUIT. C. CONTRACTOR TO PROVIDE SWITCHED AND UNSWITCHED LEGS FROM THE SAME CIRCUIT TO ALL EMERGENCY LIGHTING FIXTURES WITH AN INTERNAL BATTERY. CONNECT UNSWITCHED POWER TO THE BATTERY CHARGER IN THE FIXTURE. SWITCHED LEG TO CONTROL FIXTURE ON/OFF. D. POWER AND LIGHTING IN THIS AREA WILL BE CIRCUITED TO PANEL "AC UNITS MAIN DISC." G, FRIDGE AC UNITS MAIN DISC:20 A A A A AAA C C A A B B B B B1 EM WP1 WP1 WP1 1 X1 A1 A1 A1 A1 A1 A1 A1 B1 B1 B1 B1 B1 B1B1 a b a a aa b b b b b b bbb c c 2 (TYP.) 3 (TYP.)A1 WP,G WP,G WP,G X1 AC UNITS MAIN DISC:21 AC UNITS MAIN DISC:21 AC UNITS MAIN DISC:21AC UNITS MAIN DISC:21 AC UNITS MAIN DISC:21 AC UNITS MAIN DISC:22 AC UNITS MAIN DISC:24 EM EM 4 AC UNITS MAIN DISC.BUSS GUTTER BLDG MAIN DISC. POOL MAIN DISC. AREA OF WORK 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By: COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMPNOT FOR BIDDINGPRELIMINARY#Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. NOT FOR CONSTRUCTION1/12/2023 10:45:14 AM Au t o d e s k D o c s : / / H R I 0 1 - H o t e l E s t e s P o r t e - C o c h e r e / H RI 0 1 _ H o t e l E s t e s P o r t e - c o c h e r e _ M E P _ R 2 3 . r v t FIRST FLOOR ELECTRICAL PLAN E101 HRI000001.30 MJD JTH 12 4 0 B I G T H O M P S O N A V E , ES T E S P A R K , C O 8 0 5 0 1 7 HO T E L E S T E S P O R T E - C O C H E R E HO C H S T E T L E R R E S O R T S SCALE: 1/4" = 1'-0"1 FIRST FLOOR ELECTRICAL PLAN SCALE: NO SCALE KEY PLAN 01/12/2023 Reviewed by SAFEbuilt 04/14/2023 Reviewed for bldg. code conformance only. ONE-LINE KEY NOTES: 1. CONTRACTOR SHALL EVALUATE FEEDER SERVING PANEL; IF FEEDER DOES NOT MATCH SIZE AS INDICATED SHALL NOTIFY ENGINEER IMMEDIATELY TO UPDATE LOAD CALCULATIONS AND EVALUATE AVAILABLE FAULT AT ELECTRICAL EQUIPMENT. 2. PANEL SCHEDULE FOR REFERENCE. NO ADDED LOADS OR CHANGES. 3. OBTAIN PEAK DEMAND LOAD INFORMATION FROM ELECTRIC UTILITY COMPANY TO ESTABLISH BASE LOAD ON EXISTING 225A BUSS GUTTER.125% OF PEAK DEMAND SHALL NOT EXCEED 225A, TO ACCOMMODATE NEW 26A LOADS TO PANEL "AC UNITS MAIN DISC.".SUBMIT UTILITY DEMAND DATA TO ENGINEER PRIOR TO START OF ELECTRICAL DEMOLITION AND /OR CONSTRUCTION. # T F PANEL "BLDG MAIN DISC." M PANEL "AC UNITS" PANEL "POOL MAIN DISC" 225F3 125F3 225F3 225 225 100F3 225F3 EXISINTG 37.5KVA, 120/240V PADMOUNT XCEL XFMR 125 EXISITING BUS GUTTER 225A, 120/240V, 65,000 AIC X0 X2 X1 X3 X4 NOTE: ALL EQUIPMENT IS EXISTING UNLESS OTHERWISE NOTED. 1 1 3 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By: COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMPNOT FOR BIDDINGPRELIMINARY#Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. NOT FOR CONSTRUCTION1/12/2023 10:45:14 AM Au t o d e s k D o c s : / / H R I 0 1 - H o t e l E s t e s P o r t e - C o c h e r e / H RI 0 1 _ H o t e l E s t e s P o r t e - c o c h e r e _ M E P _ R 2 3 . r v t ONE-LINE DIAGRAM E200 HRI000001.30 MJD JTH 12 4 0 B I G T H O M P S O N A V E , ES T E S P A R K , C O 8 0 5 0 1 7 HO T E L E S T E S P O R T E - C O C H E R E HO C H S T E T L E R R E S O R T S SCALE: 12" = 1'-0"1 ONE-LINE DIAGRAM 5. THE GROUND CONDUCTOR SHALL BE COPPER UNLESS NOTED OTHERWISE. 4. FEEDER CALLOUTS DENOTED WITH AN 'S3' RATHER THAN AN 'F3' AT THE END ARE SERVICE FEEDERS AND DO NOT INCLUDE A GROUND WIRE. FROM AHJ TO DOWNSIZE CONDUCTORS. 3. NEUTRAL IS CONSIDERED CURRENT CARRYING CONDUCTOR PER THE ABOVE. CONTRACTOR TO PROVIDE WRITTEN APPROVAL 2. 3 PHASE, 4 WIRE CIRCUITS DERATED TO 80% PER NEC, ARTICLE 310.15.B.3.a. UNLESS NOTED OTHERWISE. 1. AMPACITY BASED UPON NEC, TABLE 301.15.B.16. (100% OF 75 DEGREE THWN OR THHN) NOTES: 225 225F3 1 2 1/2" (3)#4/0 (1)#4 225 225F3 1 2" (3)300 KCM (1)#2 AL 125 125F3 1 1 1/2" (3)#1/0 (1)#6 125 125F3 1 1 1/2" (3)#2/0 (1)#4 AL 100 100F3 1 1 1/2" (3)#1 (1)#6 OCPD RATING FEEDER CALLOUT SETS CONDUIT PHASE AND/ OR NEUTRAL GND OCPD RATING FEEDER CALLOUT SETS CONDUIT PHASE AND/ OR NEUTRAL GND COPPER ALUMINUM 3-WIRE FEEDER SCHEDULE b CONTRACTOR TO VERIFY LUMINAIRE CATALOG NUMBER AND INSTALLATION REQUIREMENTS PRIOR TO ORDERING. a SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR LUMINAIRES, DRIVERS, AND EMERGENCY BACKUP. GENERAL NOTES X1 LITHONIA LQM S W 3 R MVOLT EL N EXIT SIGN WITH RED LETTERING 120/277 UNIVERSAL UNIVERSAL LED 1 N/A N/A N/A N/A WP1 LITHONIA WPX1 40K MVOLT E4WH DDBXD LED WALL PACK WITH BATTERY BACK-UP 120/277 N/A WALL LED 11 1568 142.55 4000 90 EM LITHONIA ELM2L LED FROG EYE FIXTURE WITH BATTERY BACK-UP 120/277 N/A WALL LED 2.4 220 91.67 N/A N/A B1 LUMOS RM42-96-UPL-4000-FINISH-PND-BL 96" LINEAR LED STRIP LIGHT 120/277 0-10 PENDANT LED 52 4617 88.79 4000 80 B LUMOS RP-IUP-DN-36-RGB/3500-WOOD-RIGID 36" ROUND LED RING PENDANT WITH RGB + WHITE COLOR LED 120/277 0-10 PENDANT LED 56 5211 93.05 3500 80 A1 EUROFASE 35889-014 LARGE LED WALL SCONSE 120 0-10 WALL LED 11 660 60.00 3000 90 A EUROFASE 35890-010 "COOPER" SMALL LED WALL SCONSE 120 0-10 WALL LED 6 200 33.33 3000 90 ID MANUFACTURER CATALOG NO.DESCRIPTION VOLTAGE DIMMING MOUNTING TYPE WATTS LUMENS EFFICACY CCT CRI REMARKS LUMINAIRE SCHEDULE LMOTOR 0 1.25 0 MOTOR 0 1 0 NONCONC. 0 0 0 6000 C-PHASE LOAD MISC 0 1 0 8880 B-PHASE LOAD KITCHEN 0 0.65 0 10080 A-PHASE LOAD EQUIP 23760 1 23760 57 MIN. FEEDER AMPS LIGHTING 0 1.25 0 23760 VA (W/ CONTINUOUS) RECEPT 0 NEC 0 17760 42.8% SPARE LOAD TYPE LOAD IN VA FACTOR DIV LOAD 23760 TOTAL VA 23 C 24 21 B 22 20/1 19 A 20 20/1 LOCKED 1200 FIRE ALARM SPACE 17 C 18 20/1 1200 EXISITNG LOAD EXISTING LOAD 1200 20/1 15 B 16 20/1 1200 EXISITNG LOAD EXISTING LOAD 1200 20/1 13 A 14 20/1 1200 EXISITNG LOAD EXISTING LOAD 1200 20/1 11 C 12 15/1 1200 EXISITNG LOAD EXISTING LOAD 1200 20/1 9 B 10 15/1 1200 EXISITNG LOAD EXISTING LOAD 1200 20/1 7 A 8 20/1 1200 EXISITNG LOAD EXISTING LOAD 1200 20/1 5 C 6 15/1 1200 EXISITNG LOAD *2880 *3 B 4 15/1 1200 EXISITNG LOAD EXISITNG LOAD 2880 30/2 1 A 2 20/1 1200 EXISITNG LOAD DESCRIPTION LOAD VA REMARKS O/C CKT # PH CKT # O/C REMARKS LOAD VA DESCRIPTION 24 POLES ONE SECTION 10000 MINIMUM AIC RATING SERIES RATING 100 AMP MLO 100% NEUTRAL NEMA 3R 240/120V 3 PHASE 4 WIRE W/ GND BAR SURFACE MOUNTED INTEGRAL SPD PANELBLGD MAIN DISC. LMOTOR 0 1.25 0 MOTOR 0 1 0 NONCONC. 0 0 0 6240 C-PHASE LOAD MISC 0 1 0 12000 B-PHASE LOAD KITCHEN 0 0.65 0 15840 A-PHASE LOAD EQUIP 34080 1 34080 82 MIN. FEEDER AMPS LIGHTING 0 1.25 0 34080 VA (W/ CONTINUOUS) RECEPT 0 NEC 0 7440 17.9% SPARE LOAD TYPE LOAD IN VA FACTOR DIV LOAD 34080 TOTAL VA 13 A 14 * 3840 * 11 C 12 40/2 3840 FRONT OFFICES *4800 *9 B 10 15/1 1200 UNIT 118 HOT TUB 4800 50/2 7 A 8 15/1 1200 LIGHT OVERRIDE UNIT 217 1200 15/1 5 C 6 15/1 1200 UNIT 107 UNIT 117 1200 15/1 3 B 4 * 4800 * UNIT 218 1200 20/1 1 A 2 50/2 4800 POOL DESCRIPTION LOAD VA REMARKS O/C CKT # PH CKT # O/C REMARKS LOAD VA DESCRIPTION 18 POLES ONE SECTION 10000 MINIMUM AIC RATING SERIES RATING 100 AMP MLO 100% NEUTRAL NEMA 3R 240/120V 3 PHASE 4 WIRE W/ GND BAR SURFACE MOUNTED INTEGRAL SPD PANELPOOL MAIN DISC. LMOTOR 0 1.25 0 MOTOR 0 1 0 NONCONC. 0 0 0 11300 C-PHASE LOAD MISC 0 1 0 10750 B-PHASE LOAD KITCHEN 0 0.65 0 45800 A-PHASE LOAD EQUIP 32850 1 32850 82 MIN. FEEDER AMPS LIGHTING 920 1.25 1150 34000 VA (W/ CONTINUOUS) RECEPT 0 NEC 0 59420 63.6% SPARE LOAD TYPE LOAD IN VA FACTOR DIV LOAD 33770 TOTAL VA SPACE 41 C 42 SPACE SPACE 39 B 40 SPACE SPACE 37 A 38 SPACE SPACE 35 C 36 SPACE SPACE 33 B 34 SPACE SPACE 31 A 32 SPACE SPACE 29 C 30 SPACE SPACE 27 B 28 SPACE SPACE 25 A 26 SPACE SPACE 23 C 24 20/1 NEW 500 FIRE PIT FIRE PIT/PORTE COCHERE REC 900 NEW 20/1 21 B 22 20/1 NEW 850 REFRIGERATOR UNIT 218 1800 EXISTING 20/1 19 A 20 20/1 NEW 920 FIRE PIT/PORTE COCHERE LTG UNIT 118 1800 EXISTING 20/1 17 C 18 20/1 EXISITNG 1800 UNIT214 UNIT 217 1800 EXISTING 20/1 15 B 16 20/1 EXISITNG 1800 UNIT 114 UNIT 117 1800 EXISTING 20/1 13 A 14 20/1 EXISITNG 1800 UNIT 212 UNIT 216 1800 EXISTING 20/1 11 C 12 20/1 EXISITNG 1800 UNIT 112 UNIT 116 1800 EXISTING 20/1 9 B 10 20/1 EXISITNG 1800 UNIT 211 UNIT 215 1800 EXISTING 20/1 7 A 8 20/1 EXISITNG 1800 UNIT 111 UNIT 115 1800 EXISTING 20/1 5 C 6 20/1 EXISITNG 1800 UNIT 110 ** EXISTING *3 B 4 20/1 EXISITNG 1800 UNIT209 SUBPANEL 34080 EXISTING 100/2 1 A 2 20/1 EXISITNG 1800 UNIT 109 DESCRIPTION LOAD VA REMARKS O/C CKT # PH CKT # O/C REMARKS LOAD VA DESCRIPTION 42 POLES ONE SECTION 10000 MINIMUM AIC RATING SERIES RATING 225 AMP MLO 100% NEUTRAL NEMA 3R 240/120V 3 PHASE 4 WIRE W/ GND BAR SURFACE MOUNTED INTEGRAL SPD PANELAC UNITS MAIN DISC. *BASED UPON ASSUMED [37.5] KVA [XCEL] TRANSFORMER WITH A [1.4] PERCENT Z. 5 POOL MAIN DISC. PANEL 9,202 240 1 CU 1/0 N 10 - - - 8,502 4 AC UNITS PANEL 9,645 240 1 CU 4/0 N 10 - - - 9,202 3 BLDG MAIN DISC. PANEL 10,804 240 1 CU 1 N 10 - - - 9,645 2 BUS GUTTER 14,800 240 1 CU 4/0 50 - - - 10,804 1 EXISITNG XCEL XFMR - - - - - - - - - - 14,800 CALC POINT DESCRIPTION SOURCE ISC VOLTAGE (L TO L) NUMBER OF PARALLEL RUNS CONDUCT OR MATERIAL CONDUCT OR SIZE TYPE OF CONDUIT LENGTH (FT) XFMR KVA XFMR L TO L SECONDARY VOLTAGE IMPEDANCE %Z ISC (A) SHORT CIRCUIT CURRENT CALCULATIONS 2 2 01/12/2023 Reviewed by SAFEbuilt 04/14/2023 Reviewed for bldg. code conformance only. PIPING TAGS AND SYMBOLS XX-XXX EQUIPMENT TAG REVISION TAG X 1 KEYNOTE TAG POINT OF CONNECTION XX XX RISER REFERENCE OR DIAGRAM CALLOUT XX XX SECTION HEAD CALLOUT DIRECTION OF FLOW DOMESTIC COLD WATER DOMESTIC HOT WATER DOMESTIC HOT WATER RETURN HW AT TEMPERATURE SHOWN TEMPERED WATER SANITARY SEWER GREASE WASTE OIL WASTE DRAIN SANITARY VENT CW HW HWR X° HW T SS GW OW D V SD OSD G MPG STORM DRAIN OVERFLOW STORM DRAIN LOW PRESSURE NATURAL GAS MEDIUM PRESSURE NATURAL GAS PIPING SYMBOLS PIPE UP PIPE DOWN PIPING CAP OR PLUG VALVES AND ACCESSORIES BALL VALVE GATE VALVE GLOBE VALVE CHECK VALVE BALANCING VALVE PRESSURE REDUCING VALVE THREE WAY CONTROL VALVE PRESSURE REDUCING VALVE STRAINER THERMOMETER METERM PUMP PRESSURE GAUGE AND SHUT-OFF VALVE REVERSE PRESSURE BACKFLOW PREVENTER AUTOMATIC AIR VENTAAV MANUAL AIR VENTMAV AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE ADJ ADJUSTABLE AP ACCESS PANEL BFP BACKFLOW PREVENTER DIA DIAMETER DN DOWN DWG DRAWING EC ELECTRICAL CONTRACTOR ELEV ELEVATION EQ EQUIPMENT (E) EXISTING FCO FLOOR CLEANOUT IBC INTERNATIONAL BUILDING CODE IMC INTERNATIONAL MECHANICAL CODE IPC INTERNATIONAL PLUMBING CODE IFGC INTERNATIONAL FUEL AND GAS CODE IE INVERT ELEVATION GAL GALLON GC GENERAL CONTRACTOR GPM GALLONS PER MINUTE LCO LINE CLEANOUT MAX MAXIMUM MC MECHANICAL CONTRACTOR MCA MINIMUM CIRCUIT AMPACITY MFR MANUFACTURER MH MANHOLE MIN MINIMUM MOCP MAXIMUM OVERCURRENT PROTECTION (N) NEW (NL) NEW LOCATION N/A NOT APPLICABLE NC NORMALLY CLOSED NO NORMALLY OPEN NIC NOT IN CONTRACT PC PLUMBING CONTRACTOR PRV PRESSURE REDUCING VALVE RPBP REDUCED PRESSURE BACKFLOW PREVENTER RE: REFERENCE (RL) RELOCATE SCO SURFACE CLEANOUT SPEC SPECIFICATION STD STANDARD TCC TEMPERATURE CONTROL CONTRACTOR (TYP) TYPICAL VTR VENT THROUGH ROOF WCO WALL CLEANOUT W/O WITHOUT ABBREVIATIONS SS DIRECTION OF PIPE SLOPE DOWN DRAINS AND CLEANOUTS FLOOR CLEANOUT FLOOR DRAIN FLOOR SINK LINE CLEANOUT / WALL CLEANOUT HOSE BIBB CIRCUIT SETTER EXISTING REMOVE EXISTING (DEMOLISH) PIPE TAG FORCED MAIN FM 1 1/2" CW PIPE DIAMETER PIPING SYSTEM SEE SPEC FOR PIPE SPECIFICATIONS UNION SURFACE CLEANOUT PLUMBING LEGEND:(NOT ALL SYMBOLS WILL BE USED ON THESE DRAWINGS) GENERAL NOTES 1. SUBCONTRACTORS FOR EACH TRADE ARE ADVISED THAT INFORMATION PERTINENT TO THEIR WORK MAY OCCUR IN OTHER PORTIONS OF THE CONTRACT DOCUMENTS. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND ADDITIONAL CONSULTANT'S DRAWINGS FOR ADDITIONAL GENERAL NOTES. ALL NOTES ARE TO BE REVIEWED AND APPLIED TO RELATED BUILDING COMPONENTS. NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS. SHEETS ARE TO BE REVIEWED AND NOTES ON ANY ONE SHEET ARE TO BE APPLIED ON RELATED DRAWINGS AND DETAILS. 2. THE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS ARE OF EQUAL IMPORTANCE WITH THE ARCHITECTURAL DRAWINGS IN DEFINING THE WORK OF THE CONTRACT DOCUMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF ANY OF THE TRADE'S WORK. SHOULD THERE BE A DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND THE ENGINEERING DRAWINGS THAT WOULD CAUSE AN AWKWARD OR IMPROPER INSTALLATION, IT SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION PRIOR TO INSTALLATION. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER OR ARCHITECT. CHANGES MUST BE APPROVED IN WRITING BY OWNER, TENANT, AND ARCHITECT BEFORE PROCEEDING.DEVIATIONS FROM THE PLUMBING PLANS ARE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR & WILL NOT RESULT IN ADDITIONAL COSTS TO THE OWNER UNLESS WRITTEN CHANGE ORDERS ARE APPROVED BY THE OWNER. 3. IF ANY AMBIGUITIES SHOULD APPEAR IN THE CONTRACT DOCUMENTS, REQUEST CLARIFICATION FROM THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. IF THE CONTRACTOR FAILS TO MAKE SUCH REQUEST, NO EXCUSE WILL BE ENTERTAINED FOR FAILURE TO CARRY OUT THE WORK IN A MANNER SATISFACTORY TO THE ARCHITECT/ENGINEER. 4. SHOULD A CONFLICT OCCUR WITHIN THE CONTRACT DOCUMENTS OR BETWEEN TRADES, THE CONTRACTOR IS DEEMED TO HAVE ESTIMATED THE MORE EXPENSIVE WAY OF DOING THE WORK UNLESS A WRITTEN CLARIFICATION FROM THE ARCHITECT/ENGINEER WAS REQUESTED AND OBTAINED BEFORE SUBMISSION OF PROPOSED METHODS OR MATERIALS. THE ARCHITECT/ENGINEER SHALL BE THE SOLE JUDGE REGARDING INTERPRETATIONS OF CONFLICTS WITHIN CONTRACT DOCUMENTS. 5. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE GOVERNMENT AND LOCAL CODES. 6. PROVIDE TEMPORARY COVERS, CAPS, OR PLUGS ON SANITARY SEWER SYSTEM THROUGHOUT CONSTRUCTION. RAG WADS, DUCT TAPE OR OTHER MAKE SHIFT CAPS ARE NOT ACCEPTABLE. UPON COMPLETION OF CONSTRUCTION, COMPLETELY REMOVE ANY AND ALL OBSTRUCTIONS INSIDE THE ENTIRE DWV SYSTEM, NEW AND EXISTING LINES, BY SNAKING, RODDING, OR JETTING THE SYSTEM IMMEDIATELY PRIOR TO PROJECT TURNOVER TO THE OWNER. 7. SANITARY TEE FITTINGS ARE NOT ALLOWED TO BE INSTALLED IN THE DWV SYSTEM. 8. PIPE SIZES INDICATED ON THE PLANS ARE MINIMUM. CONTRACTOR SHALL PROVIDE PIPE SIZES EQUAL OR GREATER THAN THE SPECIFIED SIZES. CONTRACTOR MAY INCREASE PIPE SIZES SIZES AS REQUIRED AT NO ADDITIONAL EXPENSE TO THE OWNER. 9. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. 10. REFER TO THE ARCHITECTURAL DRAWINGS FOR THE EXACT LOCATION OF THE PLUMBING FIXTURES. 11. MAKE OFFSETS AS NECESSARY TO ACCOMMODATE STRUCTURE AND OTHER TRADES. 12. VERIFY EXACT LOCATION AND INVERT ELEVATION OF ALL EXISTING UTILITIES AT SITE PRIOR TO INSTALLATION OF ANY PIPING SYSTEMS. 13. RAINFALL IS BASED ON 3" PER HOUR. 14. INSTALL AN APPROVED GAS SHUT-OFF VALVE, UNION, 6" LONG FULL SIZE DIRT LEG AND PRV AT EACH PIECE OF GAS FIRED EQUIPMENT. 15. COORDINATE ALL PENETRATIONS THROUGH STRUCTURAL MEMBERS WITH THE GENERAL CONTRACTOR. 16. PROVIDE SOUND ISOLATION GROMMETS AT ALL LOCATIONS WHERE COPPER PIPE OR PEX TUBE PENETRATES THE FRAMING. 17 GAS SHUT-OFF VALVES SHALL CONFORM TO 409 OF THE IFGC. 18. INSTALL SHUT-OFF VALVE, UNION, AND PRESSURE REDUCING VALVE SET AT 7" W.C. OUTLET PRESSURE AT ALL BARBECUES AND PITS. 19. FIRE CAULK ALL PENETRATIONS THROUGH RATED ASSEMBLY AND SMOKE BARRIERS. 20. PER CODE, NO PIPES ARE TO PASS THROUGH STAIR ENCLOSURES AND EXIT PASSAGEWAYS. ALSO PER CODE, NO PIPE GREATER THAN 8" SHALL PASS THROUGH EXIT CORRIDOR. ANY REQUIRED PASS THROUGHS SHALL BE PROPERLY ISOLATED WITH ACCEPTABLE FIRE RATED CONSTRUCTION. 21. IN ALL NONPUBLIC AREAS, PROVIDE LABELS ON CEILINGS FOR ALL PLUMBING ITEMS THAT REQUIRE ABOVE CEILING ACCESS (VALVES, PUMPS, ETC.) 22. SUPPORT ALL PIPING AT EVERY STORY MINIMUM. 23. ALL WALL AND FLOOR CLEANOUTS SHALL BE THE SAME SIZE OF THE PIPING THEY SERVE UP TO 4". FOR PIPING LARGER THAN 4", ALL CLEANOUTS SHALL BE 4". 24. ALL WORK AND MATERIALS TO CONFORM WITH THE REQUIREMENTS OF ALL APPLICABLE BUILDING AND FIRE CODES AND ALL AUTHORITIES HAVING JURISDICTION. 1. GENERAL ALL PRODUCTS USED SHALL COMPLY WITH THE APPLICABLE SECTIONS OF THE PLUMBING CODE IN EFFECT IN THE BUILDING LOCATION. WHERE BIDDER IS NOT SURE, HE IS ADVISED TO DETERMINE WHAT LIMITATIONS, IF ANY, ARE IMPOSED AT THE SITE. 2.SLEEVES AND ESCUTCHEONS PROVIDE GALVANIZED SHEET METAL SLEEVES FOR ALL PIPES ABOVE GRADE AT FLOORS, CEILINGS AND PARTITIONS. PROVIDE PIPE SLEEVES TWO NOMINAL PIPE SIZES LARGER THAN PIPE OR INSULATION AT PENETRATIONS. CAULK AND INSTALL ESCUTCHEONS AS SPECIFIED. PROVIDE NICKEL PLATED BRASS ESCUTCHEONS WITH SPRING LOCKS OR SET SCREWS AT CEILINGS, FLOORS, AND WALLS FOR ALL PIPES. DO NOT USE CHROME PLATED FERROUS METAL ESCUTCHEONS. 3. VALVES VALVES SHALL BE SOLID BRONZE THROUGH 2" SIZE AND BRONZE FITTED FOR LARGER SIZES. PROVIDE FULL PORT BALL TWO-PIECE VALVES WITH SOLDER CONNECTIONS. VALVES SHALL BE RATED AT 125 PSI SWP/200 PSI WOG EQUIVALENT TO NIBCO, STOCKHAM, CRANE OR APPROVED EQUIVALENT. 4.CLEANOUTS AND COVERS PROVIDE CLEANOUTS AT THE BASE OF EACH STACK AND AS SHOWN ON THE DRAWINGS. SPACING SHALL NOT BE GREATER THAN 50 FEET APART. PROVIDE CLEANOUT AT EACH CHANGE OF DIRECTION OF THE WASTE LINE GREATER THAN 45 DEGREES AND AS REQUIRED TO PROPERLY ROD THE SYSTEM. CLEANOUT COVER SHALL BE THE PROPER TYPE FOR THE LOCATION: FLUSH SCORIATED TOP FOR TILE AREAS, RECESSED TOP FOR VINYL FLOOR AREAS, DEEP CUT FOR TERRAZZO AREAS, FLUSH MOUNTED ON FLOOR UNDER CARPET WITH SCREW MARKER, CHROME PLATED COVER PLATE FOR FINISHED WALLS. 5. PIPE HANGERS AND SUPPORTS HANGERS FOR HORIZONTAL PIPES IN BUILDING SHALL BE ADJUSTABLE TYPE SUPPORTED BY THREADED RODS EQUIVALENT TO FEE AND MASON #239 OR #400. HANGERS ON BARE COPPER LINES SHALL BE COPPER PLATED. INSULATED LINES SHALL BE PROVIDED WITH A 20 GAUGE MINIMUM SADDLE 12" LONG FOR PIPES 2" AND SMALLER AND 18" FOR LARGER PIPES. 6. UNIONS UNIONS 2" AND SMALLER SHALL BE GROUND JOINT TYPE WITH FLANGES BEING USED IN PIPES LARGER THAN 2". 7. FIXTURES AND EQUIPMENT GENERAL FURNISH ALL PLUMBING FIXTURES, DRAINS AND EQUIPMENT AS SHOWN ON THE DRAWINGS. IF THE ARCHITECTURAL DRAWINGS DIFFER FROM THE PLUMBING DRAWINGS, THE ARCHITECT SHALL BE NOTIFIED PRIOR TO BIDDING. FURNISH FIXTURES AND OTHER EQUIPMENT COMPLETE WITH ALL REQUIRED AND NECESSARY TRIM, FITTINGS, AND OTHER DEVICES FOR A COMPLETE FINISHED PROJECT AND AS DIRECTED BY THE ARCHITECT. FIXTURES AND EQUIPMENT SHALL HAVE THE MANUFACTURER'S NAME OR TRADEMARK IMPRINTED ON OR ATTACHED BY METALLIC NAMEPLATE. ALL FIXTURES AND ALL TRIM SHALL BE BY THE SAME MANUFACTURER UNLESS NOTED OTHERWISE. TRIM MAY BE OF DIFFERENT MANUFACTURER THAN FIXTURES, BUT EQUIVALENT TO THAT SPECIFIED. ALL EXPOSED TRIM SHALL BE CHROME PLATED. TOPS OF ALL FLOOR DRAINS SHALL BE CHROME OR NICKEL BRONZE UNLESS OTHERWISE NOTED. 8. PLUMBING FIXTURES GENERAL: THE CONTRACTOR SHALL FURNISH AND INSTALL ALL PLUMBING FIXTURES, WITH ALL ASSOCIATED VALVES, TRIM, CONNECTORS, ETC., SHOWN ON THE ACCOMPANYING DRAWINGS. ALL FIXTURES MUST BE DELIVERED TO THE BUILDING PROPERLY CRATED. ESCUTCHEONS SHALL BE CHROME PLATED BRASS OR STAINLESS STEEL. TRAPS SHALL BE 17-GAUGE AND SHALL HAVE CLEANOUT PLUG. 9.APPLICATION OF PIPING SYSTEMS: 12.PIPE SLEEVES TIGHTLY CAULK ALL ANNULAR SPACES BETWEEN PIPES (OR INSULATION) AND SLEEVES WITH SILICONE TYPE SEALANT. SLEEVES PASSING THROUGH FLOORS SHALL EXTEND 2" ABOVE THE FLOOR LEVEL TO PREVENT WATER PENETRATION AROUND PIPE. THE SLEEVE SHALL ALSO BE SEALED TO THE FLOOR. 13. PROTECTION OF PIPE BELOW SLABS ALL STEEL AND COPPER PIPES INSTALLED BELOW A FLOOR SLAB AND NOT INSULATED SHALL BE GIVEN ONE HEAVY TROWEL COAT OF COAL TAR MASTIC EQUIVALENT TO KOPPER NO. 50. THE THREADS SHALL BE GIVEN A SECOND COAT. 14. INSTALLATION OF PIPES ALL THREADED PIPES SHALL BE REAMED TO REMOVE ALL CUTTING LIPS FROM THE INSIDE EDGE AND SHALL BE THREADED WITH CLEAN DIES TO THE PROPER DEPTH. CUTS SHALL BE CLEAN AND NOT GOUGED OR ROUGH. APPLY LUBRICANT TO MALE THREAD ONLY. ALL COPPER PIPES SHALL BE REAMED TO REMOVE ALL CUTTING LIPS FROM INSIDE EDGE. PIPE SHALL BE LAID OR SUPPORTED IN A STRAIGHT AND TRUE MANNER WITH FITTINGS USED TO MAKE ALL CHANGES IN DIRECTION. ALL PIPE SHALL BE CUT CLEAN AT PRECISE ANGLE, HAND CUTTING OF PVC PIPE SHALL NOT BE ACCEPTABLE. 15. PIPE HANGERS AND SUPPORTS SUPPORT ALL SUSPENDED PIPE WITH PROPER ADJUSTABLE SWIVEL HANGERS WITH MAXIMUM SPACING AS FOLLOWS: SUPPORT ALL VERTICAL PIPE WITH KNEE ANCHORS OR FLOOR CLAMPS AND BRACE AS REQUIRED. CLAMPS AND HANGERS ON INSULATED PIPE SHALL BE PROVIDED WITH A HEAVY GALVANIZED BEARING PLATE NOT LESS THAN FOUR INSULATION DIAMETERS LONG. SUPPORT HANGERS FROM BEAM CLAMPS, INSERTS IN CONCRETE, JOIST CLAMPS, ETC. 16. PROTECTION DURING CONSTRUCTION INSTALL TEST PLUGS, WOOD PLUGS OR CAPS IN ALL OPEN PIPES AT TIME OF INSTALLATION AND DO NOT REMOVE UNTIL PIPE IS CONNECTED. MAINTAIN PRESSURE AND PRESSURE GAUGE ON ALL WATER LINES DURING CONSTRUCTION. USE WATER EXCEPT IN COLD WEATHER. DRAIN ALL WATER FROM LINES TO PREVENT FREEZING. PROTECT ALL FINISHED SURFACES OF FIXTURES AND BRASS FROM ANY DAMAGE. FIXTURES OR BRASS OF ANY TYPE THAT IS DAMAGED, SCRATCHED, OR DISCOLORED SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. 1. GENERAL THIS SECTION APPLIES TO ALL PLUMBING WORK THE INSULATION WORK SHALL BE PERFORMED BY A FIRM REGULARLY ENGAGED IN THIS TYPE OF WORK USING MECHANICS SKILLED IN THE TRADE. INSTALL ALL MATERIALS AS RECOMMENDED BY THE MANUFACTURER FOR THE SERVICE INTENDED. ALL INSULATION MATERIAL, INCLUDING SEALER MATERIAL, ADHESIVES, COVERING MATERIAL, FINISH, ETC. SHALL HAVE A U.L. LISTED FLAME SPREAD RATING NOT OVER 25 WITHOUT EVIDENCE OF CONTINUED PROGRESSIVE COMBUSTION AND WITH A SMOKE DEVELOPED RATING NOT HIGHER THAN 50. ALL COATINGS AND COVERINGS FOR HOT SERVICE SHALL BE BREATHER TYPE AND VAPOR BARRIER TYPE FOR COLD SERVICE. 2. DOMESTIC HOT AND COLD WATER DOMESTIC HOT AND COLD WATER PIPE ABOVE GRADE AND IN CONCEALED SPACES SHALL BE INSULATED USING ALL SERVICE JACKET WITH SELF-SEALING LAPS. DIVISION 22 - PLUMBING SPECIFICATIONS (CONT.) 1. GENERAL IDENTIFY EACH PIPING SYSTEM AND INDICATE DIRECTION OF FLOW WITH BAND-SECURED OR SNAP-ON PRINTED LABELS IN MECHANICAL ROOM AND OTHER EXPOSED AREAS AND PRESSURE SENSITIVE, SELF-ADHESIVE LABELS WITH LAPPED TAPE IN CONCEALED AREAS. APPLY MARKINGS AFTER PAINTING AND CLEANING OF PIPING AND INSULATION IS COMPLETED. APPLY LEGEND AND FLOW ARROWS AT VALVE LOCATIONS, AT POINTS WHERE PIPING ENTERS OR LEAVES VALVE OR METER BOX, AT NOT LESS THAN EVERY 30'-0" OF RUN OR AT LEAST ONCE IN EVERY EXPOSED LOCATION. LOCATE MARKINGS FOR MAXIMUM VISIBILITY. WORDING/COLOR COMBINATIONS SHALL MEET ANSI SPECIFICATIONS UNLESS COLORS ARE SPECIFIED OTHERWISE. SIZES OF LETTERING AND FLOW ARROWS SHALL BE AS FOLLOWS: PRODUCTS:EXECUTION (CONT.): INSULATION: IDENTIFICATION: DIVISION 22 - PLUMBING SPECIFICATIONS DIVISION 22 - PLUMBING SPECIFICATIONS (CONT.) 1. GENERAL ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL GOVERNING CODES AND THE BEST PRACTICES AND ALL PRODUCTS INSTALLED AS DIRECTED BY THE MANUFACTURER THROUGH THEIR WRITTEN INSTRUCTIONS. 2.DISINFECTION DISINFECT ALL NEW WATER PIPING (AND EXISTING WATER PIPING AFFECTED BY THE CONTRACTOR'S OPERATION) IN ACCORDANCE WITH AWWA C601. FILL PIPING SYSTEMS WITH SOLUTION CONTAINING A MINIMUM OF 50 PARTS PER MILLION OF AVAILABLE CHLORINE AND ALLOW SOLUTION TO STAND FOR A MINIMUM OF 24 HOURS. FLUSH SOLUTION FROM SYSTEMS WITH CLEAN WATER UNTIL MAXIMUM RESIDUAL CHLORINE CONTENT IS NOT GREATER THAN 0.2 PARTS PER MILLION. 3. EXCAVATION AND BACKFILLING DO ALL EXCAVATION AND BACKFILLING REQUIRED. TRENCHES SHALL BE WIDE ENOUGH FOR PROPER INSTALLATION OF PIPE. GRADE THE DITCH BOTTOM FOR PROPER SLOPE AND PROVIDE BELL HOLES TO ALLOW THE FULL BEARING OF THE PIPE BARREL. COMPLY WITH ALL HEALTH AND SAFETY REGULATIONS RELATING TO DITCHING. DEWATER TO EXTENT NECESSARY TO GIVE PROPER COMPACTION UNDER ALL PIPES. CONTINUE DEWATERING OPERATION UNTIL SYSTEM HAS BEEN TESTED, APPROVED, BACKFILLED AND COMPACTED. EXCAVATE 6" BELOW THE PIPE AND FILL WITH COMPACTED OR WETTED SAND TO PIPE GRADE. NO EXCAVATION SHALL BE UNDER OR NEAR FOOTINGS WITHOUT APPROVAL OF THE ARCHITECT. BACKFILL WITH CLEAN DIRT OR SAND, NO ROCKS, CLODS OR TRASH. TAKE CARE NOT TO DISTURB THE PIPE GRADE OR ALIGNMENT. COMPACT AROUND AND UNDER THE PIPE CAREFULLY. FINISH BACKFILL WITH APPROVED MATERIAL AND LEAVE SLIGHTLY MOUNDED. CLEAN UP AROUND THE DITCH AREA TO REMOVE TRASH AND ANY EXCESS DIRT. WHERE DITCH IS UNDER FUTURE PAVEMENT, FINISH SURFACES, OR FOOTINGS, THE FILL SHALL BE COMPACTED IN 6" LAYERS WITH A POWER TAMPER. 4. CONTRACTOR'S RESPONSIBILITIES THE CONTRACTOR'S RESPONSIBILITIES INCLUDE BUT ARE NOT LIMITED TO: SETTING FLOOR AND WALL SLEEVES IN PROPER LOCATIONS. INFORMING OTHER TRADES OF LOCATION OF AND SIZE OF CHASES, STACKS, CLEANOUTS, ETC. THAT WILL LATER RELATE TO THEIR WORK. PROVIDING ACCESS TO ALL ITEMS REQUIRING ROUTING SERVICE. SETTING THE ELEVATION OF FLOOR DRAIN TOPS TO PROVIDE FOR A SLOPE TOWARD THE DRAIN. THIS REQUIRES COORDINATION WITH THE CONCRETE SUBCONTRACTOR AND RECHECKING AT THE TIME THE POUR IS BEING MADE. 5. WATER DISTRIBUTION PIPING EXTEND FROM THE WATER ENTRANCE TO EVERY FIXTURE, WATER HEATER, OR OUTLET REQUIRING HOT OR COLD WATER. PROVIDE STOP VALVE AND A DRAIN FOR THE SYSTEM. EVERY LOW POINT SHALL BE DRAINED WITH A CAP OR PLUG AND DRAIN VALVE. EVERY FIXTURE CONNECTION SHALL BE PROVIDED WITH A STOP VALVE AT THE FIXTURE CONNECTION. 6. BUILDING DRAIN, WASTE AND VENT SYSTEM THE WASTE AND VENT SYSTEM SHALL BE GENERALLY AS SHOWN ON THE DRAWINGS WITH CHANGES ON THE JOB AS REQUIRED TO MEET JOB CONDITIONS. ANY MAJOR CHANGE FROM THAT SHOWN ON THE DRAWINGS SHALL BE SUBMITTED FOR APPROVAL BY THE ARCHITECT. THERE SHALL BE NO HORIZONTAL OFFSET IN VENTS LESS THAN 6" ABOVE THE FLOOD RIM OF THE HIGHEST FIXTURE IN THE GROUP. 7. NATURAL GAS SYSTEM GAS PIPING ROUTED WITHIN THE BUILDING, 2" AND BELOW, SHALL HAVE MALLEABLE FITTINGS, GAS PIPE 2-1/2" AND ABOVE SHALL HAVE WELDED FITTINGS. GAS INSTALLATION SHALL CONFORM IN ALL RESPECTS TO APPLICABLE BUILDING CODES. PROVIDE DRIP LEGS WHEREVER DIRECTION CHANGES FROM HORIZONTAL TO VERTICAL. GAS BALL VALVES SHALL BE ROCKWELL OR APPROVED EQUAL. VENT ALL GAS REGULATORS TO OUTDOORS. EACH PIECE OF EQUIPMENT TO BE PROVIDED WITH GAS BALL VALVE, UNION AND 6" LONG FULL SIZE DIRT LEG IN ACCORDANCE WITH CODE. 8.TESTING NOTIFY ARCHITECT THREE WORKING DAYS BEFORE ANY TESTS ARE PERFORMED. NO JOINTS OR FITTINGS SHALL BE CONCEALED UNTIL TESTED AND APPROVED. REPEAT TEST AS NECESSARY UNTIL PROVEN SATISFACTORY. THE FOLLOWING TESTS SHALL BE PERFORMED: SEWER SYSTEM: WATER TEST - FILL SYSTEM WITH WATER AND HOLD FOR 4 HOURS WITHOUT DROP IN WATER LEVEL. MINIMUM HEAD SHALL BE 10 FEET OF WATER. BALL TEST - PASS A WOODEN SEWER BALL THROUGH THE SYSTEM USING ONLY WATER TO ASSIST. WATER SYSTEM: IMPOSE 150 PSI WATER PRESSURE ON THE SYSTEM WITH SYSTEM FULL OF WATER AND HOLD FOR FOUR HOURS WITHOUT PRESSURE DROP. IN FREEZING WEATHER ONLY, USE 150 PSI AIR PRESSURE AND HOLD FOR 8 HOURS WITHOUT DROP IN PRESSURE BEYOND THAT EXPECTED FROM TEMPERATURE CHANGES. INSTALL PRESSURE GAUGE FOR EITHER TEST AND LEAVE IN PLACE UNTIL WATER SUPPLY IS CONNECTED. 9. SCREWED PIPE FITTINGS CUT THREADS TO FULL DEPTH AND MAKE UP USING TEFLON TAPE. USE DRAINAGE PATTERN FITTINGS FOR WASTE AND VENT SYSTEMS. 10. SOLDER TYPE FITTINGS BRAZE USING 15% SILVER BRAZING ALLOY AND SILVER BRAZING FLUX ON BELOW-GRADE JOINTS. USE 95% TIN, 5% ANTIMONY LEAD-FREE SOLDER AND ASTM B813-91 NON-CORROSIVE STM 1.0 FLUX ON JOINTS. APPLY FLUX ON CLEANED END OF PIPE AND INSIDE FITTINGS WITH SMOOTH EVEN COATS. FITTINGS DISCOLORED BY HEAT SHALL BE REMOVED AND THE JOINT REMADE. 11. GRADES PIPE SHALL GRADE IN DIRECTION OF FLOW, NOT LESS THAN THE FOLLOWING (UNLESS NOTED OTHERWISE): SANITARY SEWER 2-1/2" AND SMALLER - 1/4" PER FOOT. SANITARY SEWER 3" AND LARGER - 1/8" PER FOOT. SANITARY VENT PIPING, ALL SIZES: GRADED AND CONNECTED AS TO DRIP BACK BY GRAVITY TO THE DRAINAGE PIPE IT SERVES. EXECUTION: OUTSIDE DIAMETER OF PIPE MINIMUM LENGTH 5/8" TO 2" 2-1/2" AND LARGER 2-1/2" 4" SIZE OF LETTERING 1/2" 1" OR COVERING (INCLUSIVE)OF FLOW ARROW MAXIMUM HANGER SPACINGNOMINAL PIPE SIZE STEEL COPPER SCHEDULE 40 PVC HANGER ROD DIAMETER 1-1/2" AND SMALLER 2" TO 4"10'-0" 6'-0" 3/8" 3/8" 10'-0" 6'-0" 4'-0" 4'-0" EQUIPMENT DRAINS AND OVERFLOWS SANITARY DRAIN AND VENT, ABOVE SLAB-ON-GRADE MATERIALSERVICE COPPER, TYPE M OR DWV, HARD DRAWN; SCHED 40 DWV PVC (PVC NOT ALLOWED IN ANY RETURN AIR PLENUM) SANITARY DRAIN AND VENT, BELOW SLAB-ON-GRADE INSIDE BUILDING DOMESTIC WATER, UNBURIED DOMESTIC WATER, BURIED UPONOR AQUAPEX; COPPER, TYPE K, SOFT DRAWN. DUCTILE IRON, CLASS 52, (SIZE LARGER THAN 2") COPPER, TYPE DWV, HARD DRAWN; NO-HUB CAST IRON; SCHED 40 DWV PVC (PVC NOT ALLOWED IN ANY RETURN AIR PLENUM) SEAMLESS BRASS PIPE, CHROME PLATEDDOMESTIC WATER, EXPOSED AT FIXTURES NO-HUB CAST IRON; SCHED 40 DWV PVC (PVC NOT ALLOWED IN ANY RETURN AIR PLENUM) UPONOR AQUAPEX; COPPER, TYPE L, HARD DRAWN, SOLDERED JOINTS GAS PIPING SCHEDULE 40 BLACK STEEL THICKNESS ALL 1-1/4" AND SMALLER PIPE SIZE DOMESTIC COLD WATER DOMESTIC HOT WATER, SERVICE 1" 1" ALLHEAT TRACED SYSTEMS 1.5" PROVIDE DIELECTRIC SEPARATION AT JOINTS BETWEEN DISSIMILAR METALS. STORM DRAIN PIPING, ALL SIZES: 1/8" DOWN PER FOOT. 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By: COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMP #Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 3/6/2023 3:14:42 PM Au t o d e s k D o c s : / / H R I 0 1 - H o t e l E s t e s P o r t e - C o c h e r e / H RI 0 1 _ H o t e l E s t e s P o r t e - c o c h e r e _ M E P _ R 2 3 . r v t DRAWING INDEX, LEGENDS AND NOTES P001 HRI000001.30 EMA ABT 12 4 0 B I G T H O M P S O N A V E , ES T E S P A R K , C O 8 0 5 0 1 7 HO T E L E S T E S P O R T E - C O C H E R E HO C H S T E T L E R R E S O R T S 01/13/2023 P.C. SUBMITTAL PLUMBING DRAWING INDEX DRAWING NO.SHEET NAME 20 2 2 . 1 2 . 0 9 8 0 % C D Q A Q C S E T 20 2 2 . 1 2 . 1 6 7 5 % C D S E T 20 2 3 . 0 1 . 1 3 P E R M I T S E T 20 2 3 . 0 3 . 0 6 P . C . R E S U B M I T T A L 1 P001 DRAWING INDEX, LEGENDS AND NOTES X X X P101 FIRST FLOOR PLUMBING PLAN X X X X P400 PLUMBING DETAILS X P500 PLUMBING SCHEDULES X X X 03/10/2023 Reviewed by SAFEbuilt 04/14/2023 1 1 A A B B C C E E 2 2 4 4 6 6 11 11 10 10 9 9 8 8 FF 7 7 GG DD 5 5 3 3 KS-1 AAV-1 WCO-1 1 TWH -1 2 1" CW 3" SS 3 3/4" G4 5 31% HB-1 3 S FP-1 3"FD-1 3" SD 3" SD 7 7 3" SD 3" SD 3"FD-1 3"FD-13"FD-1 6 2" RD-1 93.00 SF 2.90 GPM 2 KEY NOTES: 1. ROUTE PIPING TO EXISTING SANITARY PIPING IN CRAWLSPACE BELOW EXISTING LOBBY. FIELD COORDINATE EXACT LOCATION, SIZE OF PIPE, INVERT ELEVATIONS, DIRECTION OF FLOW, AND SERVICE TYPE OF PIPE. 2. ROUTE AND CONNECT DOMESTIC COLD WATER PIPING TO NEAREST EXISTING 1-1/4" DOMESTIC COLD WATER LOCATED IN CRAWLSPACE BELOW EXISTING LOBBY. FIELD COORDINATE EXACT LOCATION, AND SERVICE TYPE OF PIPE. 3. HEAT TRACE AND INSULATE PIPING FOR ENTIRE LENGTH OF RUN WITH RAYCHEM #5XL-1, XL-TRACE SELF REGULATING PIPE HEATING OR APPROVED EQUAL, 5.0 W/FT FOR APPROXIMATELY 60'-0" (FIELD VERIFY EXACT LENGTH). HEAT TRACE SHALL BE OPERATED WITH 120 VOLT SERVICE. 4. FIELD COORDINATE AND CONNECT 3/4" GAS PIPE TO NEAREST GAS MAIN. GAS LINE TO BE ROUTED AT A MINIMUM DEPTH DETERMINED BY LOCAL AHJ REQUIREMENTS. FIELD COORDINATE EXACT LOCATION OF GAS MAIN. MINIMUM GAS MAIN SIZE OF 2" REQUIRED FOR CONNECTION. FIELD VERIFY GAS METER PRESSURE. IF GAS METER PRESSURE IS GREATER THAN 7" W.C., A PRESSURE REGULATING VALVE IS REQUIRED. 5. ROUTE GAS PIPING UNDERGROUND TO FIRE PIT (FP-1). 6. PROVIDE HOSE END VALVES AT ALL WATER PIPING AND AIR VENTS WHERE REQUIRED TO ALLOW FOR SEASONAL SYSTEM DRAIN-DOWN BY MAINTENANCE STAFF. 7. REFER TO CIVIL PLANS FOR UNDEGROUND STORM DRAINAGE CONTINUATION. # 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By: COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMP #Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 3/6/2023 3:14:42 PM Au t o d e s k D o c s : / / H R I 0 1 - H o t e l E s t e s P o r t e - C o c h e r e / H RI 0 1 _ H o t e l E s t e s P o r t e - c o c h e r e _ M E P _ R 2 3 . r v t FIRST FLOOR PLUMBING PLAN P101 HRI000001.30 EMA ABT 12 4 0 B I G T H O M P S O N A V E , ES T E S P A R K , C O 8 0 5 0 1 7 HO T E L E S T E S P O R T E - C O C H E R E HO C H S T E T L E R R E S O R T S SCALE: 1/4" = 1'-0"1 FIRST FLOOR SEWER AND VENT PLAN 01/13/2023 P.C. SUBMITTAL 03/06/2023 P.C. RESUBMITTAL 1 03/10/2023 Reviewed by SAFEbuilt 04/14/2023 WALL CLEANOUT (WCO)LINE CLEANOUT (LCO) FLOW FLOW FLOW FLOOR CLEANOUT (FCO) FLOW FLOW FLOW SURFACE CLEANOUT (SCO) (2-WAY CLEANOUT SHOWN) FINISHED FLOOR ADJUSTABLE TYPE CLEANOUT FLUSH WITH FINISHED FLOOR COMBINATION Y & 1/8 BEND FITTING BEND IN WASTE PIPING WASTE PIPING CLEANOUT W/TAPER THREADED BRASS PLUG 6" DEEP CONCRETE PAD, 8" BEYOND ALL SIDES OF CLEANOUT BODY. MULTIPLE CLEANOUTS INSTALLED SIDE BY SIDE SHALL BE IN SINGLE CONCRETE PAD. HEAVY DUTY CAST IRON COVER & RING FINISHED GRADE CAST IRON CLEANOUT FERRULE WITH RAISED HEAD BRASS PLUG. LUBRICATE PLUG THREADS AFTER INSTALLATION. TOP OF CLEANOUT SHALL BE 2-1/2" MAXIMUM BELOW TOP OF COVER. COMBINATION WYE & 1/8TH BEND FITTING WASTE / VENT PIPING PROVIDE EXTENSION IF GREATER THAN 3" CHROME PLATED WALL PLATE WALL OPENING SHALL BE 1" LARGER THAN PLUG DIAMETER THREADED BRASS ROD OR MACHINE SCREW CLEANOUT TEE W/TAPER THREADED BRASS PLUG FINISHED FLOOR TO EQUIPMENT RE: PLANS HEAT SHRINK CUFF, GAS & WATER TIGHT SEAL BETWEEN GAS PIPE & SLEEVE (TYP) 2" BLACK STEEL, SCH. 40 WELDED GAS PIPE 4"PVC SLEEVE -NO FITTINGS BELOW GRADE -PIPE BENDS ONLY SEE PLANS FOR CONTINUATION GAS VENT TO ATMOSPHERE RE: PLANS TO GAS SERVICE RE: PLANS 6" DIRT LEG VENT TO ATMOSPHERE GAS TO EQUIPMENT, SEE PLAN FOR CONTINUATION UNION GAS PRESSURE REGULATOR, RE: PLANS. PROVIDE SCREEN OVER DISCHARGE MEDIUM PRESSURE GAS SYSTEM SEE PLAN FOR CONTINUATION GAS RISER WITH GAS COCK PROVIDE PRESSURE TAPS WITH COCKS & CAPS ON INLET & OUTLET OF REGULATOR RE: PLANS FOR SIZES NOT SHOWN FIRE PIT, BY OTHERSBURNER, BY OTHERS EXTEND MANUAL SHUTOFF VALVE CONTROL THROUGH FIRE PIT WALL GAS PIPING FROM BUILDING MANUAL SHUTOFF VALVE SOLENOID VALVE CONTROL AND ELECTRONIC IGNITION CONNECTION WIRING, BY E.C. SOLENOID VALVE FOR REMOTE CONTROL, BY OTHERS THERMOSTAT UNDER COVER SEE ELECTRICAL FOR CONT.ALUMINUM JACKET SECTION VIEW END VIEW TRACE ENTIRE LENGTH OF EXPOSED PIPING 1" THICK INSULATION, (1) PIPE SIZE LARGER THAN PIPE PIPING EXPOSED TO FREEZING TEMPERATURES HEAT TRACE AND INSULATE PIPING FOR ENTIRE LENGTH OF RUN WITH RAYCHEM #5XL-1, XL-TRACE SELF REGULATING PIPE HEATING OR APPROVED EQUAL, 5.0WATTS/FT. FOR APPROXIMATELY 50'-0" (FIELD VERIFY EXACT LENGTH). PIPING SHALL BE INSULATED FOR ENTIRE LENGTH. PROVIDE 0.016" SMOOTH ALUMINUM JACKET OVER ALL INSULATED PIPING WITH ALL OTHER JOINTS AND SEAMS SEALED. HEAT TRACE SYSTEM SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS ALONG WITH ALL NECESSARY COMPONENTS FOR A COMPLETE AND OPERATIONAL SYSTEM. PROVIDE NECESSARY POWER CONNECTION KIT. CASEWORK FLOOR CWHW HEATER WATER ELECTRIC MOUNT ON CASEWORK WALL SINK / LAV. 1/2" SEE PLANS FOR CONTINUATION 1/4"1/4" 1/4"1/4" MAV UNION (TYP.) HEVHEV FINISHED GRADE FINISHED FLOOR BUILDING WALL BUILDING FOUNDATION SQUARE ARCH. DOWNSPOUT, RE: ARCH. TRANSITION DOWNSPOUT FROM SQUARE TO ROUND STORM DRAIN CONNECT TO CIVIL STORM DRAIN PIPING. FIELD COORDINATE PIPING SIZE AND INVERT ELEVATION WITH CIVIL. SLOPE PIPING IN DIRECTION OF FLOW. CONCRETE SIDEWALK PROVIDE SPLASH GUARD ON BOTTOM 2'-0" OF DOWNSPOUT 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By: COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMP #Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 3/6/2023 3:14:42 PM Au t o d e s k D o c s : / / H R I 0 1 - H o t e l E s t e s P o r t e - C o c h e r e / H RI 0 1 _ H o t e l E s t e s P o r t e - c o c h e r e _ M E P _ R 2 3 . r v t PLUMBING DETAILS P400 HRI000001.30 EMA ABT 12 4 0 B I G T H O M P S O N A V E , ES T E S P A R K , C O 8 0 5 0 1 7 HO T E L E S T E S P O R T E - C O C H E R E HO C H S T E T L E R R E S O R T S SCALE: 12" = 1'-0"1 CLEANOUTS SCALE: NTS2UNDERFLOOR GAS PIPE SCALE: NTS3EXTERIOR GAS PRESSURE REGULATOR PIPING SCALE: NTS4FIRE PIT GAS PIPING SCALE: NTS5HEAT TRACE SCALE: NTS6TANKLESS WATER HEATER SCALE: NTS7STORM DRAIN CONNECTION 01/13/2023 P.C. SUBMITTAL 03/10/2023 Reviewed by SAFEbuilt 04/14/2023 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By: COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMP #Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 3/6/2023 3:14:43 PM Au t o d e s k D o c s : / / H R I 0 1 - H o t e l E s t e s P o r t e - C o c h e r e / H RI 0 1 _ H o t e l E s t e s P o r t e - c o c h e r e _ M E P _ R 2 3 . r v t PLUMBING SCHEDULES P500 HRI000001.30 EMA ABT 12 4 0 B I G T H O M P S O N A V E , ES T E S P A R K , C O 8 0 5 0 1 7 HO T E L E S T E S P O R T E - C O C H E R E HO C H S T E T L E R R E S O R T S NOTE: 1. ALL CONNECTIONS TO POTABLE WATER SYSTEM SHALL CONFORM TO NSF/ANSI-61 AND NSF/ANSI-372. BODY, LOOSE KEY, KEY LOCK COVER SHUTOFF BALL VALVE IN BRANCH PIPE TO PREVENT FREEZING HYDRANT, ALL BRASS SELF DRAINING B67 THREAD OUTLET, PROVIDE WITH SHANK LENGTH SUFFICIENT -- -- -- 3/4HB-1 FLUSH NON-FREEZE BOX TYPE WALL WOODFORD VACUUM BREAKER, 3/4" HOSE SELF DRAINING BODY AND SHANK, STAINLESS STEEL COVER PLATE COUNTERSUNK PLUG Z1441 ------ -- -- --WCO-1 WALL CLEANOUT TEE WITH ZURN STRAINER HEAD, SECURED GRATE PLANS FLASHING COLLAR, ADJUSTABLE FD2322 TRAP PRIMER CONNECTION FOR FINISHED FLOOR AREAS ON 2 -- --FD-1 6" ROUND TOP, ROUND CAST IRON BODY, ZURN NICKLE BRONZE GRATE,NOTED LIFETIME WARRANTY RECOMMENDATIONS ALTERNATIVE VENT TERMINATION WITH TEC-VENT --MANUFACTURER'S -- -- -- --AAV-1 AIR ADMITTANCE VALVE, PLENUM RATED STUDOR INSTALL PER CONSTRUCTION & 9" SPOUT MOEN 87551 FOR ADA COMPLIANCE CONFIGURATION WITH FAUCET DELUXE SINGLE HANDLE FAUCET, METAL LRAD3322, OFFSET DRAIN OPENING COORDINATE FAUCET HOLE 2 2 1/2 1/2KS-1 33"X22" O.D. DOUBLE COMPARTMENT SINK, ELKAY SIDE SPRAY FAUCET,6-1/2" DEEP SINK, (INCHES) (INCHES) (INCHES) (INCHES) SYMBOL TYPE MODEL NUMBER ACCESSORIES REMARKS WASTE VENT HOT COLD MANUFACTURER &ROUGH IN CONNECTION SIZING PLUMBING FIXTURE SCHEDULE FOR EACH ELEMENT; OUTER STEEL JACKET WITH BAKED ENAMEL FINISH. ON INTERNAL SURFACES EXPOSED TO WATER. PROVIDE COMPLETE WITH HEATING ELEMENTS; FACTORY WIRED CONTROLS WITH INDIVIDUAL THERMOSTAT UL LISTED TANKLESS TYPE ELECTRIC WATER HEATER CONSTRUCTED FOR WORKING PRESSURE OF 150 PSI; GLASS, POLY OR EPOXY LINING SPECIFICATION: 2. TANKLESS ELECTRIC WATER HEATERS TO NOT BE USED FOR SERVICE SINKS, SHOWERS, OR LAUNDRY. 1. ACCEPTABLE MANUFACTURERS INCLUDE: CHRONOMITE, IN-SINK ERATOR, POWERSTREAM, STIEBEL ELTRON. NOTES: TWH-1 EEMAX SPEX4208T 4.1 55 110 0.5 0.6 / 0.2 208 / 1 20 3 5.25 9.75 4 1,2 DEPTH (IN.) WIDTH (IN.) HEIGHT (IN.) SYMBOL MANUFACTURER MODEL ELEMENT SIZE (KW) INLET WATER TEMP (°F) WATER SET TEMP (°F) RECOVERY RATE @ 60°F RISE (GPM) MIN/MAX FLOW RATE (GPM)VOLT/ PHASE MCA DIMENSIONS OPER. WEIGHT (LBS.)NOTES TANKLESS ELECTRIC WATER HEATER SCHEDULE PRESSURE PRIOR TO STARTING WORK. 7 INWC. CONTRACTOR TO VERIFY 3. PIPE SIZING BASED ON PRESSURE AT METER OUTLET OF 2. FARTHEST CONNECTED DEVICE DISTANCE BASED ON 200'. APPLICATIONS TO UTILITY PROVIDER. CONTRACTOR. SUBMIT ANY REQUIRED GAS SERVICE PIPING SHALL BE THE RESPONSIBILITY OF THE GENERAL 1. MODIFICATIONS TO GAS METER AND/OR SERVICE NOTES: TOTAL EXISTING TO REMAIN= FIELD VERIFIED BY CONTRACTOR TOTAL NEW LOAD= 69.0 FP-1 1 69.0 69.0 7 1, 2, 3 NEW EQUIPMENT SYMBOL QTY. INPUT EACH (MBH @ SL) INPUT TOTAL (MBH @ SL) PRV SET POINT (" W.C.)NOTES GAS LOAD SCHEDULE 01/13/2023 P.C. SUBMITTAL 03/10/2023Reviewed by SAFEbuilt 04/14/2023