Loading...
HomeMy WebLinkAboutHAMPTON INN - Filed MA-MINOR AMENDMENT - 2020-10-08 (3)OWNER HARMONY HOSPITALITY LLC 3955 AERIE LN FT. COLLINS, CO 80528 CONTRACTOR TBD ARCHITECT OAK + CHROME ARCHITECTS, LLC 1631 SOUTH GORDON STREET ATLANTA, GA 30310 STRUCTURAL ENGINEER TBD PROJECT TEAM ELECTRICAL ENGINEER TBD PROJECT INFORMATION PROJECT NAME: HAMPTON INN FT. COLLINS, CO - EXTERIOR RENOVATIONS & ADDRESS: 1620 OAKRIDGE DRIVE FT. COLLINS, CO 80525 BUILDING DATA: NUMBER OF LEVELS - 03 BUILDING HEIGHT - 37'- 7" EXISTING, 49' PROPOSED NUMBER OF GUESTROOMS - 75 TOTAL AREA - 40,305 SF STRUCTURE - WOOD FRAME APPLICABLE CODES: 2018 INTERNATIONAL BUILDING CODE (IBC) W/ LOCAL AMENDMENTS 2018 INTERNATIONAL ENERGY CODE (IECC) W/ LOCAL AMENDMENTS 2018 INTERNATIONAL EXISTING BUILDING CODE W/ LOCAL AMENDMENTS 2017 NATIONAL ELECTRICAL CODE TYPE OF CONSTRUCTION: COMBUSTIBLE, TYPE V-PROTECTED 1 HR PROTECTED, AUTOMATIC SPRINKLER SYSTEM PER NFIPA OCCUPANCY CLASSIFICATION: MAJOR: R-1 (HOTELS/MOTELS); MINOR: A-3 (ASSEMBLY) PROJECT DESCRIPTION: THIS PROJECT CONSISTS OF RENOVATIONS OF EXTERIOR FINISHES AND ARCHITECTURAL ITEMS OF AN EXISTING HOTEL IN FT. COLLINS, COLOADO. RENOVATIONS ARE LIMITED TO EXTERIOR WALLS, ROOF, AND PORTE COCHERE. INCLUDED ITEMS ARE NEW WALL FINISHES, AND NEW CORNICE. NEW EXTERIOR LIGHTING AND SIGNAGE AS INDICATED FOR COORDINATION ONLY AND IS BY OTHERS. SYMBOL LEGEND  $ 6,0 BUILDING OR WALL SECTION MARK ELEVATION MARK $  5HI  5HI  5HI  5HI $  6,0 A 10'-0" RR-101  + 1 B F W EXISTING 3 -STORY BUILDING OAKRIDGE DR. ALL CURB CUTS, PAVING, AND PARKING AREAS ARE EXISTING TO REMAIN ALL CURB CUTS, PAVING, AND PARKING AREAS ARE EXISTING TO REMAIN ALL HARDSCAPE AREAS AND TREES ARE EXISTING TO REMAIN AND ARE TO BE PROTECTED. LANDSCAPING SCOPE LIMITED TO BRINGING EXISTING LANDSCAPE BACK INTO COMPLIANCE WITH ORIGINAL SITE PLAN DATED 10-16-1995 EXISTING TRASH ENCLOSURE WALLS TO BE PAINTED P-2. GATE AND DOOR TO BE PAINTED P-4. SITE ENTRANCE LANDSCAPING TO BE PER BRAND STANDARDS 9' UTILITY EASEMENT N 90°00'00"W 71.64' S 00°00'00"E 260.32' N 90°00'00"W 97.00' 60' UTILITY, DRAINAGE, PEDESTRIAN ACCESS AND LANDSCAPE EASEMENT 22.00' 1 1 EXISTING 1 - STORY BUILDING S 00°00'00"E 229.22' 10' DRAINAGE, UTILITY AND ACCESS EASEMENT 10.00' N 90°00'00"W 87.14' DRAINAGE AND ACCESS EASEMENT DRAINAGE AND ACCESS EASEMENT DRAINAGE, UTILITY AND ACCESS EASEMENT Project must be swept and maintained to prevent dirt, saw cuttings, concrete wash, trash debris, landscape materials and other pollutants from the potential of leaving the site and entering the storm sewer at all times during the project in accordance with City Code 26ಣ498. NOTE: BIKE PARKING IS REQUIRED TO BE INSTALLED, SEE SHEET A402 FOR COUNT AND LOCATION 1 8 8 6 11 9 10 SPACES No. Description Date ATLANTA, GA MINOR AMENDMENT #MA200050 O-63 1984 O-63 1984 MINOR AMENDMENT #MA200050 O-63 1984 O-63 1984 MINOR AMENDMENT #MA200050 O-63 1984 O-63 1984 No. Description Date ATLANTA, GA MINOR AMENDMENT #MA200050 O-63 1984 O-63 1984 67)/  1')/   5')/   75866%($5,1* +*7                      67)/  1')/   5')/   75866%($5,1* +*7                       1')/   5')/   75866%($5,1* +*7   %26&$123<   $   $ $   $ EXISTING ROOFING, VENTILATION, PENETRATIONS, AND ROOF DRAINAGE TO REMAIN  $ RD RD RD RD NEW ILLUMINATED SIGNAGE, COORDINATE INSTALLATION AND REQUIRED ATTACHMENTS WITH VENDOR ALL SIGNS TO BE PERMITTED SEPARATELY THROUGH ZONING. RD RD       RD RD NEW OVERFLOW NEW OVERFLOW NEW SINGLE SLOPE ROOF   FRAMING AND METAL ROOFING NEW ROOF FRAMING AND MEMBRANE, SEE A402 NEW ROOF NEW ROOF        $ NEW PARAPET AND KICKERS, WRAP IN EPDM MEMBRANE ROOFING AND ADHERE TO EXISTING MEMBRANE FOLLOWING MFR RECOMMENDATIONS NEW PARAPET AND KICKERS, WRAP IN EPDM MEMBRANE ROOFING AND ADHERE TO EXISTING MEMBRANE FOLLOWING MFR RECOMMENDATIONS NEW PARAPET AND KICKERS, WRAP IN EPDM MEMBRANE ROOFING AND ADHERE TO EXISTING MEMBRANE FOLLOWING MFR RECOMMENDATIONS NEW PARAPET AND KICKERS, WRAP IN EPDM MEMBRANE ROOFING AND ADHERE TO EXISTING MEMBRANE FOLLOWING MFR RECOMMENDATIONS 10' - 0" 10' - 0" 6' - 0" 1')/   5')/   75866%($5,1* +*7   /2:3$5$3(7   +,*+3$5$3(7    $  $ 3 % % % % %   T.O. FIN 3  $ NEW ILLUMINATED SIGNAGE ALL SIGNS TO BE PERMITTED SEPARATELY THROUGH ZONING. 214' - 5 1/2" 12' - 6" 62' - 6 1/2" 64' - 5" 75' - 0" 1 67)/  1')/   5')/   75866%($5,1* +*7   /2:3$5$3(7   NEW ILLUMINATED SIGNAGE ALL SIGNS TO BE PERMITTED SEPARATELY THROUGH ZONING. 214' - 5 1/2" 12' - 6" 51' - 11 1/2" 10' - 7" 64' - 4 1/2" 10' - 7" 51' - 11 1/2" 12' - 6" 1 67)/  1')/ $  $  $ % MAIN $  & ' NEW FIN ELEMENT, REFER TO STRUCT. FOR FOUNDATION AND FRAMING 5' - 8" 1' - 6" 38' - 0" 26' - 4" 6 COUNT BIKE RACK, 6 COUNT BIKE RACK, 1 1 6 COUNT BIKE RACKS, NEW 1 %26&$123<   PEFORATED SHEET METAL EXPOSED STEEL BEAM, REFER TO STRUCTURAL 3 % 3 5' - 0" %26&$123<   1' - 11" 9' - 3" 1' - 6" 2' - 6" 2' - 6" 4' - 2" NEW ROOF DRAINS, CONNECT TO EXISTING RAIN LEADERS IN COLUMNS NEW ROOF DRAIN, CONNECT TO EXISTING RAIN LEADERS IN COLUMNS NEW WHITE TPO ROOFING MEMBRANE ON NEW METAL DECK, REFER TO STRUCT.  $  $ PERFORATED METAL PANEL MAIN   RD RD 2' - 4" NEW STEEL COLUMN, REFER TO STRUCT EXISTING 4" PVC RAIN LEADER TO REMAIN - CONNECT TO NEW DRAINS ABOVE EIFS ON AIR & MOISTURE BARRIER ON EXTERIOR SHEATHING ON 2x4 WOOD FRAMING 2' - 8" 2' - 8" EQ EQ EQ EQ STEEL BEAM, REFER TO STRUCT. PERFORATED STEEL PANEL T.O. STEEL COLUMN NEW EIFS ON EXTERIOR SHEATHING ON NEW WOOD STUD FRAMING LOW PROFILE METAL COPING, PREFINISHED TO MATCH ADJACENT STUCCO DRIP GROOVE NEW STEEL BEAM, REFER TO STRUCT. NOTE: LED STRIP LIGHTING HAS BEEN OMITTED ALUCOBOND PANEL NEW 60 MIL WHITE TPO ROOFING MEMBRANE. WRAP UP AND OVER TAPERED INSULATION, SLOPE TO DRAIN NEW METAL DECK, REFER TO STRUCT. 6" 3' - 0" NEW STEEL JOIST, REFER TO STRUCT. REROUTE EXISTING 1' - 4 3/8" 7' - 2 5/8" 1' - 9" RAIN LEADER TO NEW ROOF DRAIN LOCATION   8' - 10" 1 %26&$123<   COLUMN NEW EIFS ON EXTERIOR SHEATHING ON NEW WOOD STUD FRAMING LOW PROFILE METAL COPING, PREFINISHED TO MATCH ADJACENT STUCCO DRIP GROOVE NEW STEEL BEAM, 67)/  1')/   75866%($5,1* +*7   +,*+3$5$3(7   EXISTING TRUSS AND ROOF FRAMING TO REMAIN   $  NEW ROOFING MEMRANE OVER TAPERED INSULATION COMPOSITE PANEL SYSTEM OVER EXITING EIFS NEW METAL COPING, PREFINISHED TO MATCH EIFS ON INSULATION BOARD DRIP GROOVE LED STRIP LIGHT EQ. TO ACCLAIM MODEL: FLEXPE3 WITH FLKEXL TRACK RATED AT 3000K AND 5.5 W/FT, REFER TO ELEVATIONS EXISTING STOREFRONT SYSTEM EXISTING ALUMINUM STOREFRONT SYSTEM TO REMAIN NEW ILLUMINATED SIGNAGE, COORDINATE INSTALLATION AND REQUIRED ATTACHMENTS WITH VENDOR ALL SIGNS TO BE PERMITTED SEPARATELY THROUGH ZONING. EXTERIOR GRADE SHEATHING NEW 2x KICKERS, REFER TO STRUCTURAL DEMO PORTION OF EXSTING ROOF AND STRUCTURE TO ALLOW FOR NEW FLAT PARAPET WALL - REFER TO STRUCTURAL NEW METAL COPING, PREFINISHED TO MATCH NEW WOOD STUD FRAMING, REFER TO STRUCT. NEW EPDM ROOFING MEMBRANE. WRAP UP AND OVER PARAPET. LAP OVER EXISTING MEMBRANE. ATTACHED PER MANUFACTURER'S NEW EIFS ON INSULATON BOARD ON AIR & MOISTURE BARRIER ON EXTERIOR FIREBLOCKING BETWEEN FLOOR AND ROOF SYSTEM THROUGH ENTIRE CAVITY, TYP.   '5,3*5229(7<3 1(:0(7$/678')5$0,1* 5()(5726758&7 1(:(;7(5,256+($7+,1* 681'2:13$1(/6<67(0 29(5(;,67,1*(,)6 (;,67,1*:$//6<67(0 5(&(66('/,*+7/('675,35() (/(9$7,216)25/2&$7,21 /2:352),/(0(7$/&23,1* 35(),1,6+('720$7&+$'-$&(17(,)6 7$3(5(',168/$7,2129(5 0(7$/'(&.  0,1 0(7$/)/$6+,1* &2817(5)/$6+,1* 0,/522),1*0(0%5$1( 6(/)$'+(5('0(0%5$1()/$6+,1* '(02/,6+(,)6$61(('('72,167$// )/$6+,1*5(3$,5$61(('(' 1(::((36&5(('   1(::$7(55(6,67,9(%$55,(5 2112$63+$/7)(/7 1(:(,)621 ,168/$7,21%2$5' 1(::$7(55(6,67,9( %$55,(52112 $63+$/7)(/7 1(:35(),1,6+(' 0(7$/&23,1* 1(:522),1*0(0%5$1( :5$383$1'29(53$5$3(7 &23,1*%$&.6/23( 0,13529,'(+,''(1 63/,&(3/$7($7$//-2,176 $1'6($/ 0(7$/678'65()(5 726758&785$/ (;7(5,25*5$'( 6+($7+,1* 5(9($/21/<$7 /2:(53$5$3(76 5()(572(/(9$7,216   1(:(3'0522),1*0(0%5$1(:5$3 83$1'29(53$5$3(7/$329(5 (;,67,1*0(0%5$1($77$&+('3(5 0$18)$&785(5 65(&200(1'$7,216 1(:(,)621,168/$721%2$5' 21$,5 02,6785(%$55,(521 (;7(5,256+($7+,1* 1(:35(0$18)$&785('7+58:$//0(7$/6&833(5 %26&833(5$%29((;,67,1*522)'5$,1 1(:[)5$0,1*$6 1(('(' 6($/$17 6(/)$'+(5('0(0%5$1()/$6+,1* 6($/ 2$.&+520( $WODQWD*HRUJLD 5(/($6(')25&216758&7,21 35,17(' 3$7+ $ % & ' ( ) * + , - . / 0 1 2 3 4 5 6 6&$/($6127(' 352-(&7180%(5 '$7( 6&$/( 6+((7 12                   $ % & ' ( ) * + , - . / 0 1 2 3 4 5 6                   $5&+,7(&785(//& *?6KDUHGGULYHV?2DN&KURPH?3URMHFWV?+,)W&ROOLQV&2?5HYLW?+,)W&ROOLQVUYW $0 3(563(&7,9(6  ; $ ; SEAL OAK + CHROME Atlanta, Georgia RELEASED FOR CONSTRUCTION PRINTED: PATH: A B C D E F G H I J K L M N O P Q R S SCALE AS NOTED PROJECT NUMBER DATE SCALE SHEET NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 A B C D E F G H I J K L M N O P Q R S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 ARCHITECTURE, LLC G:\Shared drives\Oak+Chrome\Projects\20001 - HI Ft Collins, CO\9 - Revit\HI Ft Collins.rvt 2020-08-10 3:12:51 PM RENDERING 20001 X A610 X GENERAL E001 SEAL OAK + CHROME Atlanta, Georgia RELEASED FOR CONSTRUCTION PRINTED: PATH: A B C D E F G H I J K L M N O P Q R S SCALE AS NOTED PROJECT NUMBER DATE SCALE SHEET NO. 123456789101112131415161718 A B C D E F G H I J K L M N O P Q R S 123456789101112131415161718 ARCHITECTURE, LLC G:\Shared drives\Oak+Chrome\Projects\20001 - HI Ft Collins, CO\9 - Revit\HI Ft Collins.rvt 5/12/2020 4:11:10 PM 20001 05/12/20 05/12/20 MAIN BUILDING J WP GF SIGN D D D D D D D D D D D D D D D D PL 9.5 6.8 4.1 2.5 15.7 17.4 11.1 6.9 15.5 17.4 11.3 7.0 15.1 16.9 11.7 7.5 14.2 16.4 15.6 12.6 GENERAL PHOTOMETRIC SCHEDULE AVERAGE FOOT-CANDLES 11.77 MAXIMUM FOOT-CANDLES 17.4 MINIMUM FOOT-CANDLES 2.5 MINIMUM TO MAXIMUM FC RATIO 0.14 MAXIMUM TO MINIMUM FC RATIO 6.91 AVERAGE TO MINIMUM FC RATIO 4.66 CIRCUIT TO NEAREST EXISTING LIGHTING CIRCUIT. EXTEND CONDUIT AND FEEDERS AS NEEDED. CIRCUIT TO NEAREST AVAILABLE 120V 20A BREAKER. REFER TO ARCHITECTURAL ELEVATIONS FOR NEW LED STRIP LIGHTS AT THE NEW ROOF ELEMENTS OVER THE SIDE ENTRIES. REFER TO ARCHITECTURAL ELEVATIONS FOR NEW LED STRIP LIGHTS AT THE FEATURE WALL NEAR THE RIGHT OF THE ENTRY AND FIN. REFER TO ARCHITECTURAL ELEVATIONS FOR NEW LED STRIP LIGHTS AT THE NEW CANOPY TO THE LEFT OF THE ENTRY. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATIONS OF ALL CEILING MOUNTED DEVICES. ALL NEW LIGHTING FIXTURES TO BE CIRCUITED TO EXISTING DEMOLISHED LIGHTING CIRCUITS. GENERAL NOTES KEYNOTES 1 2 2 1 1 LUMINAIRE SCHEDULE CALLOUT SYMBOL LAMP DESCRIPTION MODEL VOLTS D (1) 23W LED OUTDOOR CANOPY SQUARE DOWNLIGHT TO BE SELECTED 120V 1P 2W PL (1) 10W LED COVE STRIP LIGHTGING TO BE SELECTED 120V 1P 2W PL PL 1 1 3 4 5 3 4 5 PL 1 1 1 1 CANOPY FLOOR PLAN E01 SEAL OAK + CHROME Atlanta, Georgia RELEASED FOR CONSTRUCTION PRINTED: PATH: A B C D E F G H I J K L M N O P Q R S SCALE AS NOTED PROJECT NUMBER DATE SCALE SHEET NO. 123456789101112131415161718 A B C D E F G H I J K L M N O P Q R S 123456789101112131415161718 ARCHITECTURE, LLC G:\Shared drives\Oak+Chrome\Projects\20001 - HI Ft Collins, CO\9 - Revit\HI Ft Collins.rvt 5/12/2020 4:11:10 PM 20001 05/12/20 05/12/20 HAMPTON INN - FT. COLLINS, CO 1620 OAKRIDGE DR. FORT COLLINS, CO 80525 No. Description Date 6991 Peachtree Industrial Blvd Building 700 Peachtree Corners, Georgia 30092 404.330.9798 PROJECT # 120219 1 Revision 1 08/07/2020 Scale: 1/4" = 1'-0" 1 CANOPY FLOOR PLAN 1 1 MINOR AMENDMENT #MA200050 O-63 1984 O-63 1984 HAMPTON INN - FT. COLLINS, CO 1620 OAKRIDGE DR. FORT COLLINS, CO 80525 No. Description Date 6991 Peachtree Industrial Blvd Building 700 Peachtree Corners, Georgia 30092 404.330.9798 PROJECT # 120219 GENERAL CONTRACTOR SHALL REFER TO ALL RELATED DOCUMENTS, ARCHITECTURAL, STRUCTURAL, CIVIL AND MEP DRAWINGS, AND FULLY UNDERSTAND THE SCOPE OF WORK AND CONDITION OF CONSTRUCTION. THE WORK UNDER THIS SPECIFICATIONS AND DRAWINGS SHALL INCLUDE ALL LABOR. ALL INSTALLATION OF DEVICES AND CONNECTION OF CONDUCTORS SHALL BE PERFORMED BY LICENSED AND SKILLED ELECTRICIAN OR JOURNEYMAN. ALL WORK SHALL BE COMPLETED TO THE SATISFACTION OF THE OWNER. IF ANY PORTION OF THE WORK IS FOUND UNSATISFACTORY BY THE OWNER, IT SHALL BE REMOVED AND REINSTALLED WITHOUT DELAY AT NO COST TO THE OWNER. THE WORK INCLUDES, BUT NOT LIMITED TO: THE COMPLETE ELECTRICAL DISTRIBUTION SYSTEM. ROUGH-IN AND FINAL CONNECTIONS TO ALL DEVICES REQUIRING ELECTRICAL POWER, INCLUDING OWNER PROVIDED EQUIPMENT. LIGHTING CONTROL LIGHTING FIXTURES EACH CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSPECTIONS REQUIRED BY THE REGULATORY AUTHORITIES. ALL FEES RELATED TO OBTAINING PERMITS AND INSPECTION SHALL BE PAID FOR BY EACH CONTRACTOR IN HIS TRADE. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH LOCAL, COUNTY, STATE, AND NATIONAL ELECTRICAL CODE 2017, SPECIFICATIONS, UTILITY COMPANY REQUIREMENTS AND ALL INDUSTRY STANDARDS. ANY DIFFERENCES IN ABOVE MENTIONED REQUIREMENTS, THE MOST STERN SHALL OVERRULE ALL OTHERS. IN ADDITION TO ABOVE MENTIONED CODES AND SPECIFICATIONS, THE FOLLOWING INDUSTRY STANDARDS SHALL BE COMPLIED IF THEY ARE MORE STRINGENT. IEEE IES IECC 2015 ASHRAE 90.1 NFPA NEMA UL ADA THE MANUFACTURER'S PUBLISHED DIRECTIONS SHALL BE FOLLOWED IN THE DELIVERY, STORAGE, PROTECTION, INSTALLATION AND WIRING OF ALL EQUIPMENT AND MATERIAL. THE DRAWINGS SHOW DIAGRAMMATICALLY THE LOCATIONS OF THE VARIOUS LINES, CONDUITS, FIXTURES, AND EQUIPMENT AND THE METHOD OF CONNECTING AND CONTROLLING THEM. IT IS NOT INTENDED TO SHOW EVERY CONNECTION IN DETAIL AND ALL FITTINGS REQUIRED FOR A COMPLETE SYSTEM. THE SYSTEMS SHALL INCLUDE BUT ARE NOT LIMITED TO THE ITEMS SHOWN ON THE DRAWINGS. EXACT LOCATIONS OF THESE ITEMS SHALL BE DETERMINED BY REFERENCE TO THE GENERAL PLANS AND MEASUREMENTS AT THE BUILDING AND IN COOPERATION WITH THE OTHER SUBCONTRACTORS, AND IN ALL CASES, SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER. THE OWNER RESERVES THE RIGHT TO MAKE ANY REASONABLE CHANGE IN THE LOCATION OF ANY PART OF THIS WORK WITHOUT ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL SEEK APPROVAL FROM THE OWNER FOR ANY CHANGES TO THE SPECIFICATIONS OR CONTRACT DOCUMENTS. ANY EXCEPTIONS, INCONSISTENCIES AND CONFLICTS IN CONTRACT DOCUMENTS, SPECIFICATIONS AND CONTRACT DOCUMENTS BY OTHER TRADE SHALL BE BROUGHT TO ATTENTION TO THE OWNER PRIOR TO BID. CONTRACTOR SHALL COORDINATE AND VERIFY THE WORK WITH EXISTING CONDITIONS AND THE WORK OF OTHER TRADE PRIOR TO ANY FABRICATIONS OR INSTALLATION. IF THE LAYOUT OF THE DEVICES ON DRAWINGS ARE IMPRACTICAL TO THE CONDITION IN FIELD, CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY PRIOR TO ANY FABRICATION OR INSTALLATION. ELECTRICAL DEVICES ARE INDICATED ON DRAWINGS AT APPROXIMATE LOCATIONS. THE OWNER RESERVE THE RIGHT TO MAKE REASONABLE CHANGES IN LOCATIONS WITHOUT ADDITIONAL COSTS. THE LINES INDICATING BRANCH CIRCUITS DO NOT REPRESENT THE ROUTING OF ELECTRICAL CONDUITS. THEY INDICATE THE LAYOUT AND CONTROL OF CIRCUITS. PRODUCTS AND WORK MATERIALS FURNISHED SHALL BE NEW AND BY STANDARD MANUFACTURERS AND MUST CONFORM TO THE NATIONAL BOARD OF FIRE UNDERWRITER'S REQUIREMENTS AND BEAR THE UNDERWRITER'S LABORATORIES' SEAL OF APPROVAL. LISTED MANUFACTURERS, MODELS, OR CATALOGUE NUMBERS IN PART OR ALL SHALL ENTAIL TO INCLUDE THE PUBLISHED MANUFACTURER'S DESCRIPTION AND SPECIFICATION. CONTRACTOR SHALL NOT INTERPRET THAT THE LISTED MANUFACTURERS IN SPECIFICATIONS OR DRAWINGS TO EXCLUDE ALL OTHER MANUFACTURERS CONTRACTOR SHALL MAKE CERTAIN THAT ALL EQUIPMENT FIT IN THE SPACE DESIGNATED AND DESIGNED FOR THE SURROUNDINGS IT OCCUPIES. COMPLETE CATALOGUE ILLUSTRATION AND DESCRIPTIONS OF ALL EQUIPMENT SHALL BE SUBMITTED TO THE OWNER PRIOR TO ORDERING ANY EQUIPMENT. ALL HORIZONTAL RUNS OF CONDUITS SHALL BE SUPPORTED BY MEANS OF APPROVED HANGER FROM THE STRUCTURAL CEILING. COORDINATE THE WORK UNDER THIS SECTION WITH ALL OTHER TRADES. CONDUITS AND RACEWAYS: MANUFACTURERS: SQUARE D, B-LINE, ALLIED TUBE & CONDUIT, HOFFMAN, CARLON ELECTRICAL, WIREMOLD. OUTDOORS EXPOSED: RIGID STEEL. OUTDOORS CONCEALED ABOVE GROUND: RIGID STEEL. OUTDOORS UNDERGROUND: TYPE EPC-40-PVC OUTDOORS CONNECTION TO VIBRATING EQUIPMENT (INCLUDING TRANSFORMERS AND MOTOR DRIVEN EQUIPMENT): LFMC. BOXES AND ENCLOSURES ABOVE GROUND: NEMA 3R UNLESS NOTED OTHERWISE ON PLANS. INDOORS EXPOSED NOT SUBJECT TO PHYSICAL DAMAGE: EMT. INDOORS EXPOSED NOT SUBJECT TO SEVERE PHYSICAL DAMAGE: EMT. INDOORS EXPOSED SUBJECT TO SEVERE PHYSICAL DAMAGE: RIGID STEEL CONDUIT. INDOORS CONCEALED IN CEILINGS AND INTERIOR WALLS AND PARTITIONS: EMT. INDOORS CONNECTION TO VIBRATING EQUIPMENT: FMC, EXCEPT USE LFMC IN DAMP OR WET LOCATIONS. INDOORS DAMP OR WET LOCATIONS: IMC. INDOORS LOW-VOLTAGE CABLES: EMT. SPECIFICATIONS MOLDED CASE CIRCUIT BREAKER: INCLUDE SCHEDULE OF ALL FUSES, RATINGS, TIME COORDINATION DATA, MANUFACTURER'S STANDARD DATA AND TIME-CURRENT CURVES. ALL DATA SHALL BE BASED ON TEST OF STANDARD PRODUCTS. APPROVED MANUFACTURERS: GENERAL ELECTRIC CUTLER HAMMER SQUARE D SIEMENS THERMAL-MAGNETIC BOLT-IN TYPE CIRCUIT BREAKERS WITH QUICK-MAKE, QUICK-BREAK CONTACTS; TRIP-FREE OPERATION WITH OVER-THE-CENTER TOGGLE HANDLE OR NON-REMOVABLE MONOLITHIC TIE-HANDLE. MULTI-POLE BREAKERS SHALL HAVE INTERNAL COMMON TRIP AND COMMON RESET WITH A SINGLE TOGGLE HANDLE OR NON-REMOVABLE MONOLITHIC TIE-HANDLE. TRIP RATINGS SHALL BE MOLDED ON THE HANDLE OR FACE OF BREAKER. BREAKER TERMINALS SHALL BE RATED TO ACCOMMODATE A MINIMUM OF 75 DEGREE C. CONDUCTORS. BREAKER SHALL BE RATED FOR MOUNTING AND OPERATION IN ANY POSITION; SHALL ACCOMMODATE AND MATCH THE TYPE OF TERMINATIONS REQUIRED. SINGLE POLE BREAKERS RATED 15 AND 20 AMPERES SHALL BE UL LABELED AS "SWITCHING BREAKERS" AT THE APPLIED CIRCUIT VOLTAGE. MULTI-POLE BREAKERS RATED 100 AMPERES AND LARGER SHALL BE MOLDED CASE THERMAL-MAGNETIC BOLT-IN TYPE BREAKER WITH ADJUSTABLE INSTANTANEOUS TRIP. LIGHTING FIXTURE SUBMITTAL: SCHEDULE BY TYPE DESIGNATION ALL LIGHTING FIXTURES, EACH COMPLETE WITH DATA SHEET WITH COMPLETE PHYSICAL, ELECTRICAL AND LIGHTING CHARACTERISTICS, LAMP TYPE AND LAMP DATA. REFER TO THE "LIGHTING FIXTURE SCHEDULE" \IN THE DRAWINGS FOR INDIVIDUAL FIXTURE DESCRIPTIONS AND MANUFACTURER TYPES. PROVIDE LAMPS FOR EACH FIXTURE OF QUANTITY, TYPE AND COLOR AS LISTED IN LIGHTING FIXTURE SCHEDULE. GE, SYLVANIA OR PHILIPS ARE ACCEPTABLE. EACH LIGHTING FIXTURE SHALL BE UL LABELED FOR PROPER OPERATION IN THE TYPE OF CEILING CONSTRUCTION AND FOR THE MOUNTING ARRANGEMENT ON/IN WHICH IT IS INSTALLED. FIELD VERIFY ACTUAL CEILING SLOPE FOR FIXTURES INSTALLED IN SAME AND ACTUAL FIELD DIMENSIONS AND ANGLES OF CONSTRUCTION FOR ANY FIXTURE CONFORMING THE SHAPE AND LENGTH OF SAME, FOR COORDINATION OF FIXTURE CONSTRUCTION. LIGHTING CONTROL TIME SWITCHES: SOLID STATE, PROGRAMMABLE, WITH ALPHANUMERIC DISPLAY; COMPLYING WITH UL 917. 20-A BALLAST LOAD, 120/240VAC. TWO ON-OFF SET POINTS ON A 24-HOUR SCHEDULE AND ANNUAL HOLIDAY SCHDULE THAT OVERRIDES THE WEEKLY OPERATION ON HOLIDAYS. ALLOW CONNECTION OF A PHOTOELECTRIC RELAY AS SUBSTITUTE FOR ON-OFF FUNCTION OF A PROGRAM BATTERY BACKUP FOR NOT LESS THAN SEVEN DAYS RESERVE TO MAINTAIN SCHEDULES AND TIME CLOCK. GROUNDING AND BONDING ALL GROUNDING AND BONDING SHALL CONFORM TO NEC ARTICLE 250. COPPER WIRE OR CABLE INSULATED FOR 600V UNLESS REQUIRED BY APPLICABLE CODE OR AUTHORITIES HAVING JURISDICTION. INSTALL SOLID CONDUCTOR FOR #8 AWG AND SMALLER AND STRANDED CONDUCTORS FOR #6 OR LARGER. INSTALL INSULATED EQUIPMENT GROUNDING CONDUCTORS FOR ALL EQUIPMENT. CONDUCTORS: COPPER CONDUCTORS #10 AND SMALLER: LABELED PER UL 83, TYPE THHN/THWN, SOLID COPPER 600 VOLT INSULATION, UNIFORM COLOR CODED JACKET WITH JACKET DATA. METAL CLAD (TYPE MC) CABLE WHERE INSTALLED IN ACCORDANCE WITH NEC ARTICLE 330. COPPER CONDUCTORS #8 OR LARGER: LABELED PER UL 83, TYPE THHN/THWN, STRANDED COPPER, 600VOLT INSULATION, UNIFORM COLOR CODED JACKET WITH JACKET DATA. ACCEPTABLE MANUFACTURERS OF CONDUCTORS: PIRELLIE SOUTHWIRE AETNA REPUBLIC AFC ENCORE WIRE KERITE CONTRACTOR MAY USE ALUMINUM CONDUCTORS FOR #4 AWG OR LARGER IN THE PLACE OF COPPER CONDUCTORS. CONTRACTOR SHALL REFER TO NEC TABLE 310-16 FOR EQUIVALENT AMPACITY AND SHALL COMPENSATE FOR VOLTAGE DROP. SPECIFICATIONS ABBREVIATIONS AC 6" ABOVE COUNTER SPACE OR 42" AFF AF AMP FUSE AFF ABOVE FINISHED FLOOR BFC BELOW FINISHED CEILING BKR BREAKER CONN CONNECTED OR CONNECTION CABLE TV TERMINAL CTB BACKBOARD DN DOWN EC EMPTY CONDUIT ELEC ELECTRICAL FACP FIRE ALARM CONTROL PANEL FIRE ALARM ANNUNCIATOR FAA PANEL G OR GRND GROUND GROUND FAULT CIRCUIT GFCI OR GF INTERRUPTER IG ISOLATED GROUND ISC SHORT CIRCUIT CURRENT LTG LIGHTING MTD MOUNTED NEC NATIONAL ELECTRICAL CODE PNL PANEL RECPT RECEPTACLE TEL TELEPHONE TTB TV TELEVISION TRANSIENT VOLTAGE SURGE TVSS SUPPRESSOR TYP TYPICAL XFMR TRANSFORMER UG UNDERGROUND WP WEATHERPROOF N NEUTRAL CU COPPER AL ALUMINUM CND CONDUIT NL NIGHT LIGHT TELEPHONE TERMINAL BOARD JUNCTION BOX FLUSH IN WALL WITH COVER. SIZE PER NEC. 18" AFF JUNCTION BOX FLUSH IN CEILING WITH COVER. J SIZE PER NEC. IN CEILING J JUNCTION BOX FLUSH IN FINSHED FLOOR WITH COVER. SIZE PER NEC. FLUSH WITH FINISHED FLOOR S SWITCH 42" AFF SYMBOLS DESCRIPTION MOUNTING HOME RUN WITH WIRE TICKS. XX - PANEL DESIGNATION, # - CIRCUIT DESIGNATION. WIRE XX-# TICKS - (1) NEUTRAL , (3) HOT & (1) GROUND LEGEND SWITCH - 3 WAY 42" AFF SWITCH - WALL MTD, INTEGRAL OCCUPANCY 42" AFF SENSOR SWITCH - WALL MTD, LOW VOLTAGE, PILOT LIGHT 42" AFF OS SWITCH - CEILING MOUNTED OCCUPANCY SENSOR IN CEILING SWITCH - WALL MTD, DIMMING 42" AFF J S3 SOS SLV SD / / / THE DESIGN OF THIS SET OF DOCUMENT IS BASED ON NEC 2017. ELECTRICAL CONTRACTOR SHALL REFER TO ALL OTHER DESIGN DRAWINGS PRIOR TO BID AND RETAIN FULL UNDERSTANDING OF THE SCOPE OF WORK. FIXTURE TYPE INDICATED BY UPPER CASE CHARACTERS, SWITCHING AND GROUPING DESIGNATED BY LOWER CASE LETTER AND CIRCUIT BY NUMBER (WHERE APPLICABLE). REFER TO THE ARCHITECTURAL/INTERIORS REFLECTED CEILING PLANS FOR EXACT FIXTURE PLACEMENT AND DIMENSIONS. REFER TO THE ARCHITECTURAL/INTERIORS DOCUMENTS FOR ACTUAL DEVICE LOCATIONS AND DIMENSIONS. COORDINATE THE INSTALLATION OF ALL CEILING MOUNTED DEVICES (FIRE ALARM SYSTEM DEVICES AND SPEAKERS, SOUND SYSTEM SPEAKER, ETC.) TO BE SYMMETRICAL ABOUT LIGHT FIXTURES AND SPRINKLER HEADS. REFER TO THE ARCHITECTURAL REFLECTED CEILING PLAN. TYPICAL. ALL MOUNTING OF EQUIPMENT IS AS SHOWN UNLESS OTHERWISE NOTED. COORDINATE WITH ARCHITECT THE COLOR/FINISHES OF ALL ELECTRICAL DEVICES, OUTLETS, COVERPLATES AND TRIM. WHEN CONDUCTOR OR CONDUIT SIZE IS INDICATED FOR BRANCH CIRCUIT HOME RUN, THE CONDUCTOR AND CONDUIT SIZE INDICATED SHALL BE USED FOR THE COMPLETE CIRCUIT. REFER TO THE APPROPRIATE DRAWINGS FOR THE EXACT LOCATION AND REQUIREMENTS OF EQUIPMENT INSTALLED UNDER OTHER DIVISIONS OF THE DOCUMENTS, WHICH REQUIRE ELECTRICAL SERVICE. EQUIPMENT GROUNDING CONDUCTORS SHALL BE INSTALLED IN ALL RACEWAYS. WALL SWITCHES CONTROLLING CIRCUITS OF OPPOSITE PHASES SHALL NOT BE INSTALLED IN COMMON BOX UNLESS PERMANENT BARRIER IS PROVIDED. ALL HOME RUNS SHALL RUN PARALLEL TO STRUCTURE AS MUCH AS POSSIBLE WHERE CEILING IS EXPOSED. ALL RACEWAY AND EQUIPMENT SUPPORTS AND HANGERS SHALL BE FULLY COORDINATED WITH STRUCTURAL DRAWINGS TO INSURE LOCATION OF SAME OCCURS WITHIN FOUR (4) INCHES OF PANEL POINT ON BAR JOISTS. GENERAL DIAGRAMATIC RACEWAY INTERCONNECTIONS OF EQUIPMENT, FIXTURES AND DEVICES ARE INDICATED ON FLOOR AND REFLECTED CEILING PLANS, REFER TO STRUCTURAL AND ARCHITECTURAL PLANS FOR ELEVATION CHANGES AND RACEWAY ROUTES. RACEWAY FOR EXTERIOR LIGHTING MAY BE INDICATED OUTSIDE OF BUILDING FOOTPRINT FOR CLARITY. ROUTE ALL EXTERIOR LIGHTING RACEWAY WITHIN BUILDING STRUCTURE. EACH PENETRATION OF A FIRE RESISTANT RATED ASSYMBLY BY A PIPE, TUBE WIRE OR CONDUIT SHALL BE PROTECTED BY A THROUGH PENETRATION FIRE STOP SYSTEM THAT HAS BEEN TESTED ACCORDING TO ASTME 814 OR E199. ELECTRIC RECEPTACLES, SWITCHES, OUTLETS, ETC. SHALL NOT BE INSTALLED BACK TO BACK ON FIRE RESISTANCE RATED WALLS. THEY SHALL BE AT LEAST 24-INCHES APART. LIGHT SWITCHES AND ELECTRICAL OUTLETS, LOCATED IN ROOMS ACCESSIBLE TO THE DISABLED SHALL BE LOCATED NO HIGHER THAN 48 INCHES AND NO LOWER THAN 15 INCHES ABOVE THE FINISHED FLOOR SURFACE. IF THE REACH OR THE CONTROL IS OVER AN OBSTRUCTION, THE MINIMUM HEIGHT SHALL BE REACHED TO 44 INCHES FOR A FORWARD APPROACH OR 46 INCHES FOR A SIDE APPROACH. SUPPORT ALL VERTICAL RACEWAY PER NEC TABLE 300.19(A). FINAL COLOR, FINISH AND OTHER AESTHETIC PORTIONS OF ALL DEVICES SHALL BE COORDINATED WITH ARCHITECT OR OWNER'S REPRESENTATIVE. THIS SET OF DRAWINGS DOES NOT SUPERCEDE ARCHITECTURAL OR INTERIOR DOCUMENTS. ALL EXPOSED HORIZONTAL RUNS OF CONDUITS SHALL BE EITHER PARALLEL OR PERPENDICULAR TO EXTERIOR WALLS. ELECTRICAL GENERAL NOTES MINOR AMENDMENT #MA200050 O-63 1984 O-63 1984 HAMPTON INN - FT. COLLINS, CO 1620 OAKRIDGE DR. FORT COLLINS, CO 80525 1R 'HVFULSWLRQ 'DWH 1 CITY COMMENTS 08/07/20 MINOR AMENDMENT #MA200050 O-63 1984 O-63 1984 +$03721,11)7&2//,16&2 2$.5,'*('5 )257&2//,16&2  3(563(&7,9()5206(  3(563(&7,9()5206: 1R 'HVFULSWLRQ 'DWH 6'68%0,66,21  MINOR AMENDMENT #MA200050 O-63 1984 O-63 1984 1(:0(0%5$1(522),1*6+((7 $'+(5(72(;,67,1*522)$1' 6&833(5)/$1*(3(50)5 5(&200(1'$7,216 1')/    '5,3*5229(7<3 1(:/9/%($0 5()(5726758&7 1(:(;7(5,256+($7+,1* 681'2:13$1(/6<67(0 29(5(;,67,1*(,)6 (;,67,1*:$//6<67(0 5(&(66('/,*+7/('675,35() (/(9$7,216)25/2&$7,21 /2:352),/(0(7$/&23,1* 35(),1,6+('720$7&+$'-$&(17(,)6 7$3(5(',168/$7,2129(5 0(7$/'(&. 0(7$/)/$6+,1* &2817(5)/$6+,1* 0,/522),1*0(0%5$1( 6(/)$'+(5('0(0%5$1()/$6+,1* '(02/,6+(,)6$61(('('72,167$// )/$6+,1*5(3$,5$61(('(' 1(::((36&5((' 1(::$7(55(6,67,9(%$55,(5 2112$63+$/7)(/7 6($/ 2$.&+520( $WODQWD*HRUJLD 5(/($6(')25&216758&7,21 35,17(' 3$7+ $ % & ' ( ) * + , - . / 0 1 2 3 4 5 6 6&$/($6127(' 352-(&7180%(5 '$7( 6&$/( 6+((7 12                   $ % & ' ( ) * + , - . / 0 1 2 3 4 5 6                   $5&+,7(&785(//& *?6KDUHGGULYHV?2DN&KURPH?3URMHFWV?+,)W&ROOLQV&2?5HYLW?+,)W&ROOLQVUYW $0 %8,/',1*'(7$,/6  ; $ ; +$03721,11)7&2//,16&2 2$.5,'*('5 )257&2//,16&2     '(7$,/6(&7,21(175<$:1,1*     6(&7,21'(7$,/3$5$3(7&23,1*     6(&7,21'(7$,/6&833(5     6(&7,21'(7$,/6,'((175< 1R 'HVFULSWLRQ 'DWH MINOR AMENDMENT #MA200050 O-63 1984 O-63 1984 LED STRIP LIGHT EQ TO ACCLAIM MODEL: FLEXPE3 WITH FLKEXL TRACK RATED AT 3000K AND 5.5 W/FT, REFER TO ELEVATIONS 6' - 0" $  3' - 11" 1 67)/  1')/   5')/   75866%($5,1* +*7   EXISTING ROOF FRAMING TO REMAIN DRIP GROOVE EXISTING ALUMINUM STOREFRONT SYSTEM TO REMAIN NEW METAL COPING, PREFINISHED TO MATCH NEW WOOD STUD FRAMING, REFER TO STRUCT. NEW WHITE TPO ROOFING MEMBRANE. WRAP UP AND OVER PARAPET. LAP OVER EXISTING MEMBRANE. ATTACHED PER MANUFACTURER'S EXTERIOR GRADE SHEATHING NEW EIFS ON EXISTING SYSTEM EXISTING ALUMINUM STOREFRONT SYSTEM TO REMAIN EXISTING ALUMINUM STOREFRONT SYSTEM TO REMAIN NEW EIFS ON EXISTING SYSTEM FIREBLOCKING BETWEEN FLOOR AND ROOF SYSTEM THROUGH ENTIRE CAVITY, TYP. 4' - 0" NEW EIFS ON INSULATON BOARD ON AIR & MOISTURE BARRIER ON EXTERIOR 67)/  1')/   5')/   75866%($5,1* +*7   +,*+3$5$3(7   EXISTING TRUSS AND ROOF FRAMING TO REMAIN COMPOSITE PANEL SYSTEM OVER EXITING EIFS EXISTING ROOF DRAIN TO REMAIN DEMO PORTION OF EXSTING ROOF AND STRUCTURE TO ALLOW FOR NEW FLAT PARAPET WALL - REFER TO STRUCTURAL NEW METAL COPING, PREFINISHED TO MATCH NEW WOOD STUD FRAMING, REFER TO STRUCT. NEW EPDM ROOFING MEMBRANE. WRAP UP AND OVER PARAPET. LAP OVER EXISTING MEMBRANE. ATTACHED PER MANUFACTURER'S NEW EIFS ON INSULATON BOARD ON AIR & MOISTURE BARRIER ON EXTERIOR FIREBLOCKING BETWEEN FLOOR AND ROOF SYSTEM THROUGH ENTIRE CAVITY, TYP. LED STRIP LIGHT EQ TO ACCLAIM MODEL: FLEXPE3 WITH FLKEXL TRACK RATED AT 3000K AND 5.5 W/FT, REFER TO ELEVATIONS $  NEW THRU-WALL SCUPPER B.O. SCUPPER 2" ABOVE EXISTING ROOF DRAIN NEW 2x FRAMING AS NEEDED $  6LP 2x10 PARAPET BRACES, REFER TO STRUCT. SLOPE SEAL OAK + CHROME Atlanta, Georgia RELEASED FOR CONSTRUCTION PRINTED: PATH: A B C D E F G H I J K L M N O P Q R S SCALE AS NOTED PROJECT NUMBER DATE SCALE SHEET NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 A B C D E F G H I J K L M N O P Q R S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 ARCHITECTURE, LLC G:\Shared drives\Oak+Chrome\Projects\20001 - HI Ft Collins, CO\9 - Revit\HI Ft Collins.rvt 2020-08-10 3:12:46 PM EXTERIOR WALL SECTIONS 20001 X A501 X HAMPTON INN - FT. COLLINS, CO 1620 OAKRIDGE DR. FORT COLLINS, CO 80525 1/2" = 1'-0" 1 WALL SECTION - HIGH PARAPET @ CANOPY 1/2" = 1'-0" 3 WALL SECTION - TYPICAL PARAPET 1/2" = 1'-0" 2 WALL SECTION - HIGH PARAPET @ SCUPPER 1R 'HVFULSWLRQ 'DWH 1 CITY COMMENTS 08/07/20 MINOR AMENDMENT #MA200050 O-63 1984 O-63 1984 REFER TO STRUCT. LED STRIP LIGHTING, RUN ALONG ALL SIDES ALUCOBOND PANEL NEW 60 MIL WHITE TPO ROOFING MEMBRANE. WRAP UP AND OVER TAPERED INSULATION, SLOPE TO DRAIN NEW METAL DECK, REFER TO STRUCT. 1' - 6" 2' - 6" 6" 3' - 0" 4' - 2" NEW STEEL JOIST, REFER TO STRUCT. RECESSED LED LIGHTING, REFER TO RCP SEAL OAK + CHROME Atlanta, Georgia RELEASED FOR CONSTRUCTION PRINTED: PATH: A B C D E F G H I J K L M N O P Q R S SCALE AS NOTED PROJECT NUMBER DATE SCALE SHEET NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 A B C D E F G H I J K L M N O P Q R S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 ARCHITECTURE, LLC G:\Shared drives\Oak+Chrome\Projects\20001 - HI Ft Collins, CO\9 - Revit\HI Ft Collins.rvt 2020-08-10 3:12:41 PM PORTE COCHERE DETAILS 20001 X A403 X HAMPTON INN - FT. COLLINS, CO 1620 OAKRIDGE DR. FORT COLLINS, CO 80525 1R 'HVFULSWLRQ 'DWH 1 CITY COMMENTS 08/07/20 1 1/2" = 1'-0" 1 PLAN DETAIL - CANOPY COLUMN 1 1/2" = 1'-0" 2 SECTION DETAIL - CANOPY 1 1/2" = 1'-0" 3 SECTION DETAIL - CANOPY PARAPET MINOR AMENDMENT #MA200050 O-63 1984 O-63 1984 5' - 8"       8' - 10" 40' - 3" STEEL TUBES BELOW, REFER TO STRUCT. %26&$123<   $  2' - 6" 3' - 0" 35' - 0" 3' - 0" 4' - 2" EXTERIOR LIGHTING SCHEDULE MANUFACTURER COMMENT ACCLAIM FLEX PRO EXT INTERLU LED STRIP LED CAN EDGES OF DRIVE GOTHA UNDER DRIVE GOTHA DESCRIPTIO 3OOOK AND 5.5 W/FT ORMA-R E96098 3000K 60° EVO SQ30/30 6AR BLANK LSS MVOLTEZ EVO SQ30/15 4AR BLANK LSS MVOLTEZ MAIN BUILDING PEFORATED METAL ABOVE EXPOSED STEEL BEAMS, REFER TO STRUCTURAL RECESSED LED LIGHTING, TYP PORCH ROOF ABOVE NEW STEEL COLUMNS 3' - 0" 35' - 0"3' - 0" 1' - 9" 7' - 1" 3' - 0" 23' - 4" 3' - 0" 5' - 0" 3 3 3 3 3 3 3 3 3 EQ EQ 4' - 2" 5' - 0" EQ EQ 9' - 4" 9' - 4" 9' - 4" 4' - 0" 9' - 0" 9' - 0" 9' - 0" 4' - 0" 4' - 8" 14' - 0" 4' - 8" 9' - 6" 9' - 6" 9' - 6" 9' - 6" NOTE: LED STRIP LIGHTS HAVE BEEN 1 % %26&$123<    $ $  5' - 0" 3' - 0" 23' - 4" 3' - 0" 8' - 10" SEAL OAK + CHROME Atlanta, Georgia RELEASED FOR CONSTRUCTION PRINTED: PATH: A B C D E F G H I J K L M N O P Q R S SCALE AS NOTED PROJECT NUMBER DATE SCALE SHEET NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 A B C D E F G H I J K L M N O P Q R S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 ARCHITECTURE, LLC G:\Shared drives\Oak+Chrome\Projects\20001 - HI Ft Collins, CO\9 - Revit\HI Ft Collins.rvt 2020-08-10 3:12:34 PM PORTE COCHERE PLAN AND ELEVATIONS 20001 - A402 - HAMPTON INN - FT. COLLINS, CO 1620 OAKRIDGE DR. FORT COLLINS, CO 80525 1/8" = 1'-0" 1 CANOPY PLAN 1/4" = 1'-0" 4 CANOPY FRONT ELEVATION 1/4" = 1'-0" 5 CANOPY SIDE ELEVATION 1/8" = 1'-0" 3 CANOPY ROOF PLAN 1/4" = 1'-0" 6 CANOPY L SECTION 1/8" = 1'-0" 2 PORTE COCHERE RCP 1R 'HVFULSWLRQ 'DWH 1 CITY COMMENTS 08/07/20 MINOR AMENDMENT #MA200050 O-63 1984 O-63 1984   5')/   75866%($5,1* +*7   /2:3$5$3(7   NEW ILLUMINATED 66' - 8" 1' - 6" 34' - 1 1/2" 20' - 10 1/2" 10' - 2" 67)/  1')/   5')/   75866%($5,1* +*7   /2:3$5$3(7   +,*+3$5$3(7   %26&$123<    $  $   T.O. FIN 41' - 0" 23' - 7 3/8" 66' - 8" 10' - 2" 20' - 10 1/2" 34' - 1 1/2" 1' - 6" P1 EXTERIOR MATERIALS LEGEND MARK DESCRIPTION COLOR COMMENTS STUCCO - PAINTED CHINA WHITE - OC-141 BENJAMIN MOORE P2 STUCCO - PAINTED GRAY OWL 2137-60 P3 STUCCO - PAINTED COVENTRY GRAY HC-169 P4 STUCCO - PAINTED GALVESTON GRAY AC-27 B1 PORCELAIN TILE 24x48 P5 STUCCO - PAINTED STONE BROWN 2112-30 BENJAMIN MOORE BENJAMIN MOORE BENJAMIN MOORE BENJAMIN MOORE PREMIER GRAY CS05 DALTILE CONSULATE B2 COMPOSITE PANEL CHESTNUT ALUCOBOND PLUS 1 GENERAL ELEVATION NOTES 1. ALL STOREFRONTS, TO BE PAINTED P4. 2. ALL WINDOW FRAMES, DOORS, PTAC GRILLES, RAILINGS, AND MISC METALS TO BE PAINTED P4. 3. ALL METERS, CONDUIT, AND VENTS ON THE EXTERIOR OF THE BUILDING ARE TO BE PAINTED TO MATCH THE ADJACENT FINISH. NOTE: ALL EXTERIOR LED STRIP LIGHTS HAVE BEEN OMITTED. 1 1 EXTERIOR LIGHTING SCHEDULE MANUFACTURER COMMENT ACCLAIM FLEX PRO EXT INTERLU LED STRIP LED CAN EDGES OF DRIVE GOTHA UNDER DRIVE GOTHA DESCRIPTIO 3OOOK AND 5.5 W/FT ORMA-R E96098 3000K 60° EVO SQ30/30 6AR BLANK LSS MVOLTEZ EVO SQ30/15 4AR BLANK LSS MVOLTEZ  $ " % 29' - 5 3/4" 13' - 4"   3 " SEAL OAK + CHROME Atlanta, Georgia RELEASED FOR CONSTRUCTION PRINTED: PATH: A B C D E F G H I J K L M N O P Q R S SCALE AS NOTED PROJECT NUMBER DATE SCALE SHEET NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 A B C D E F G H I J K L M N O P Q R S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 ARCHITECTURE, LLC G:\Shared drives\Oak+Chrome\Projects\20001 - HI Ft Collins, CO\9 - Revit\HI Ft Collins.rvt 2020-08-10 3:12:24 PM EXTERIOR ELEVATIONS 20001 X A401 X HAMPTON INN - FT. COLLINS, CO 1620 OAKRIDGE DR. FORT COLLINS, CO 80525 1/8" = 1'-0" 1 EAST ELEVATION 1/8" = 1'-0" 2 WEST ELEVATION 1/8" = 1'-0" 3 NORTH ELEVATION 1/8" = 1'-0" 4 SOUTH ELEVATION 1/8" = 1'-0" 1B ENTRY - ELEVATION DETAILS 1R 'HVFULSWLRQ 'DWH SD SUBMISSION 04/24/20 1 CITY COMMENTS 08/07/20 MINOR AMENDMENT #MA200050 O-63 1984 O-63 1984 4' - 0" 2' - 6" LEAVE GAP IN KICKERS FOR ROOF DRAINS AND DOWNSPOUTS, TYP. WRAP ALL SIDES IN EPDM ROOFING MEMBRANE 1 GENERAL ROOF PLAN NOTES 1. ENSURE ALL EXISTING DRAINS AND SCUPPERS ARE IN GOOD AND WORKING ORDER. 2. EXISTING MECHANICAL UNITS TO REMAIN. SEAL OAK + CHROME Atlanta, Georgia RELEASED FOR CONSTRUCTION PRINTED: PATH: A B C D E F G H I J K L M N O P Q R S SCALE AS NOTED PROJECT NUMBER DATE SCALE SHEET NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 A B C D E F G H I J K L M N O P Q R S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 ARCHITECTURE, LLC G:\Shared drives\Oak+Chrome\Projects\20001 - HI Ft Collins, CO\9 - Revit\HI Ft Collins.rvt 2020-08-10 3:12:15 PM ROOF PLAN 20001 X A201 X HAMPTON INN - FT. COLLINS, CO 1620 OAKRIDGE DR. FORT COLLINS, CO 80525 1/8" = 1'-0" 1 ROOF PLAN 1R 'HVFULSWLRQ 'DWH SD SUBMISSION 04/24/20 1 CITY COMMENTS 08/07/20 MINOR AMENDMENT #MA200050 O-63 1984 O-63 1984          67)/  1')/   5')/   75866%($5,1* +*7   %26&$123<              '(02/,7,21127(6 5(029(0$16$5'522),1*7+$7352758'(6:$//(;7(176522)75866(6$1' 0$,1522),1*6<67(0725(0$,1 5(029(678&&2$1')2$0352),/(&2/8017262)),7,17(56(&7,2172%($ &/($1'(*5(($1*/(   5(029(3257(&2&+(5(,1&/8',1*$//3$1(/6)5$0,1*75866(6$1')$67(1(56 35(3(;,67,1*)281'$7,216)251(:&2/8016 5()726758&785$/  5(029(/,*+7('6,*1$1'6725()255(86(&225',1$7(:,7+2:1(5 *(1(5$/'(02/,7,21127(6 (;,67,1*'2256$1':,1'2:6725(0$,13527(&7$61(('(''85,1*&216758&7,21 0$,17$,1(;,67,1*(,)6&21752/-2,176:+(5(3266,%/( (;,67,1*29(5)/2:6&833(56725(0$,1 (;,67,1*9(176725(0$,1 35(3$5(&2/801)251(:3$7,2522),1*$1':$//  5(029(3$5$3(7:$//  5(029((;,67,1*6+('522)29(5)5217(175$1&(35(3)251(:3$7,2 522)  5(029(9(67,%8/(522),1*,1&/8',1*75866(6$1'35(3$5()251(:522),1* 6<67(0  5(029((;,67,1*:,1'2:3$7&+:$//$1'35(3)251(:),1,6+ 6($/ 2$.&+520( $WODQWD*HRUJLD 5(/($6(')25&216758&7,21 35,17(' 3$7+ $ % & ' ( ) * + , - . / 0 1 2 3 4 5 6 6&$/($6127(' 352-(&7180%(5 '$7( 6&$/( 6+((7 12                   $ % & ' ( ) * + , - . / 0 1 2 3 4 5 6                   $5&+,7(&785(//& *?6KDUHGGULYHV?2DN&KURPH?3URMHFWV?+,)W&ROOLQV&2?5HYLW?+,)W&ROOLQVUYW $0 '(02/,7,21 (/(9$7,216  ; $ ; +$03721,11)7&2//,16&2 2$.5,'*('5 )257&2//,16&2     (;,67,1*:(67(/(9$7,21     (;,67,1*($67(/(9$7,21     (;,67,1*6287+(/(9$7,21     (;,67,1*1257+(/(9$7,21 1R 'HVFULSWLRQ 'DWH 6'68%0,66,21  MINOR AMENDMENT #MA200050 O-63 1984 O-63 1984 8 SPACES 6 SPACES 10 SPACES PARKING STANDARD SPACES: 72 ADA SPACES: 4 TOTAL: 76 VEHICULA EXISTING: 6 NEW: 18 TOTAL: 24 BICYCLE ALL VEHICLE SPACES ARE EXISTING TO REMAIN. NO NEW SPACES PROPOSED 12 BIKE SPACES ARE COVERED BY THE DRIVE CANOPY, SEE A402 1 1 1 NO IMPACT TO PUBLIC OR NEIGHBORING PROPERTIES NO IMPACT TO PUBLIC OR NEIGHBORING PROPERTIES THIS SHADOW CAST BY MAIN BLDG THIS SHADOW CAST BY BLDG > 40' NO IMPACT TO PUBLIC OR NEIGHBORING PROPERTIES THIS SHADOW CAST BY MAIN BLDG THIS SHADOW CAST BY BLDG > 40' NO IMPACT TO PUBLIC OR NEIGHBORING PROPERTIES SEAL OAK + CHROME Atlanta, Georgia RELEASED FOR CONSTRUCTION PRINTED: PATH: A B C D E F G H I J K L M N O P Q R S SCALE AS NOTED PROJECT NUMBER DATE SCALE SHEET NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 A B C D E F G H I J K L M N O P Q R S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 ARCHITECTURE, LLC G:\Shared drives\Oak+Chrome\Projects\20001 - HI Ft Collins, CO\9 - Revit\HI Ft Collins.rvt 2020-08-10 3:12:10 PM SITE PLAN 20001 X A101 X HAMPTON INN - FT. COLLINS, CO 1620 OAKRIDGE DR. FORT COLLINS, CO 80525 1" = 20'-0" 1 SITE PLAN 1R 'HVFULSWLRQ 'DWH SD SUBMISSION 04/24/20 1 CITY COMMENTS 08/07/20 1" = 80'-0" 2 JUNE 21, 10 AM 1" = 80'-0" 3 JUNE 21, 4 PM 1" = 80'-0" 4 DEC 21, 10 AM 1" = 80'-0" 5 DEC 21, 4 PM 1 MINOR AMENDMENT #MA200050 O-63 1984 O-63 1984 A S2478 4 S,A ENLARGED DETAIL CALLOUT DOOR TAG WINDOW TAG WALL TAG GRID LINE AND TAG FLOOR LEVEL LINE AND TAG WALL STRUCTURE THICKNESS FIRE RATING MODIFICATIONS DEMOLILTION NOTE FURNITURE TAG CEILING TAG MATERIAL CEILING HEIGHT WALL FINISH BASE FINISH FLOOR FINISH FINISH TAGS REVISION CLOUD AND TAG WALL FIRE RATING SYMBOLS SMOKE RATING 1-HOUR RATING 2-HOUR RATING 3-HOUR RATING LEVEL NAME ELEVATION ROOM TAG ROOM NAME 101 101A SITE MAP SITE SEAL OAK + CHROME Atlanta, Georgia RELEASED FOR CONSTRUCTION PRINTED: PATH: A B C D E F G H I J K L M N O P Q R S SCALE AS NOTED PROJECT NUMBER DATE SCALE SHEET NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 A B C D E F G H I J K L M N O P Q R S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 ARCHITECTURE, LLC G:\Shared drives\Oak+Chrome\Projects\20001 - HI Ft Collins, CO\9 - Revit\HI Ft Collins.rvt 2020-08-10 3:11:41 PM COVER SHEET 20001 X A000 X HAMPTON INN - FT. COLLINS, CO 1620 OAKRIDGE DR. FORT COLLINS, CO 80525 MINOR AMENDMENT MA200050 HAMPTON INN - FT. COLLINS, CO EXTERIOR RENOVATIONS AUGUST 07, 2020 DRAWING INDEX SHEET NO. SHEET NAME 2020-05-29 - PERMIT SET 2020-08-07 - REVISION 1 GENERAL A000 COVER SHEET X X A101 SITE PLAN X X STRUCTURAL S100 GENERAL NOTES X S200 ROOF FRAMING PLAN X S300 FRAMING DETAILS X S301 FRAMING DETAILS X ARCHITECTURAL A110 DEMOLITION ELEVATIONS X A201 ROOF PLAN X X A401 EXTERIOR ELEVATIONS X X A402 PORTE COCHERE PLAN AND ELEVATIONS - X A403 PORTE COCHERE DETAILS X X A501 EXTERIOR WALL SECTIONS X X A551 BUILDING DETAILS X A600 PERSPECTIVES X A610 RENDERING X X ELECTRICAL E001 GENERAL X E201 CANOPY FLOOR PLAN X INN CODE:FCLCO FACILITY ID:12272 1R 'HVFULSWLRQ 'DWH SD SUBMISSION 04/24/20 1 CITY COMMENTS 08/07/20 1 1 MINOR AMENDMENT #MA200050 O-63 1984 O-63 1984