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HomeMy WebLinkAboutPlansThis code study is based on he 2009 Interna onal Building Code BASIC BUILDING DESCRI ION: Type of Construction = IIB Building has an NFPA13 sprinklergys em. System is used for allowable area(506.3) and height(504.2) Allowable area and height based on different uses not being separated by fire barriers. Most restrictive allowance. (508.3.2) Total Area: Existing = 23,245 sf. Addition = 1635 sf. ODE STUDY SITE DESCRIPTION: The north side has an imaginary line between two buildings.(705.3) Distance to building = 155.0 ,the imaginary line = 77.0 The east side has a lot line. (702.1) Distance to lot line = 65.0 The south side has a lot line. (702.1) Distance to lot line = 91.0 The west side has a lot line. (702.1) Distance to lot line = 20.0 Perimeter of the entire building = 672.0 feet. Perimeter which fronts a public way or accessible open space = 510.0 feet. Minimum width of public way or accessible open space = 35.0 feet. Allowable area increased 50.89286% due to frontage. - Section 506.2 HEIGHT OF BUILDING: Actual height of building = 39 Allowed building height = 75 The height is within the allowed height. (504.1 and Table 503) TRAVEL DISTANC LESS THAN 300' TABLE 1016.1 RE TRAVEL DISTANC LESS THAN 300' TABLE 1016.1 BUILDING INTERIOR: AREAS ON THE 1st FLOOR Existing Repair Garage: Occupancy Group = 51 Actual floor area = 17,500.0 Allowed floor area = 61,406.3 Ratio = .28 (1018.1) Number of occupants = 35 Based on 500 square feet per occupant. (1004.1.1) Minimum number of exits = 2 (1015.1) Common path of egress travel = 21.0 feet (1014.3 and 1015.1) The maximum length of exit access is 250 feet. (Table 1016.1) Actual travel distance 88 feet. Minimum number of pluming fixtures: (2902.1) Water closets: Male = 1 Female = 1 Lavatories: Male = 1 Female = 1 Drinking fountains = 1 Existing Staff Office and Support: Occupancy Group = B Actual floor area = 3,033.0 Allowed floor area = 61,406.3 Ratio = .05 (1008.1.10) Number of occupants = 30.3 Based on 100 square feet per occupant. (1004.1.1) Minimum number of exits = 1 (1015.1) Minimum exit width = 6.1 inches. (1005.1) Common path of egress travel = 42.0 feet (1014.3 and 1015.1) The maximum length of exit access is 300 feet. (Table 1016.1) Actual travel distance 87'-11". Minimum number of pluming fixtures: (2902.1) Water closets: Male = 1 Female = 1 Lavatories: Male = 1 Female = 1 Drinking fountains = 1 New Addition: Occupancy Group = B Actual floor area = 1,635.0 Allowed floor area = 61,406.3 Ratio = .03 (1008.1.10) Number of occupants = 109.0 Based on 100 square feet per occupant. (1004.1.1) Minimum number of exits = 2 (1015.1) Minimum exit width = 21.8 inches. (1005.1) Common path of egress travel = 22.0 feet (1014.3 and 1015.1) The maximum length of exit access is 300 feet. (Table 1016.1) Actual travel distance 32ft. 1st FLOOR RESULTS: Area on this floor =22,168.0 Floor allowed area = 61,406.3 Floor ratio = .36 (506) AREAS ON THE 2nd FLOOR Existing Storage area: Occupancy Group = S2 Actual floor area = 2,712.0 Allowed floor area = 61,406.3 Ratio = .04 Number of occupants = 9.0 Based on 300 square feet per occupant. (1004.1.1) Minimum number of exits = 2 (1014.3 & 1015.1) Minimum exit width = 1.8 inches. (1005.1) Common path of egress travel = 119.0 feet (1014.3 and 1015.1) The maximum length of exit access is 400 feet. (Table 1016.1) Actual travel distance 143 ft. Minimum number of pluming fixtures: (2902.1) Non Occupied Space Water closets: Male = 0 Female = 0 Lavatories: Male = 0 Female = 0 Drinking fountains 0 2nd FLOOR RESULTS: Area on this floor =2,712.0 Floor allowed area = 61,406.3 Floor ratio = .04 (506) Total building and fire area of building (502.1 & 505.1) = 23,245.0 Building allowed area = 122,812.5 Building ratio = .2 FIRE -RESISTANCE RATING FOR EXTERIOR WALLS: North Side: Group S1 - Bearing walls = 0 -hr Nonbearing walls = 0 -hr rating on the inside. (705.5, Tables 601 & 602) Parapet not required. (705.11, Exception 3) No limit on unprotected openings. There is no limit on protected openings. (Table 705.8) Group B - Bearing walls = 0 -hr Nonbearing walls = 0 -hr rating on the inside. (705.5, Tables 601 & 602) Parapet not required. (705.11, Exception 3) No limit on unprotected openings. There is no limit on protected openings. (Table 705.8) Group S2 - Bearing walls = 0 -hr Nonbearing walls = 0 -hr rating on the inside. (705.5, Tables 601 & 602) Parapet not required. (705.11, Exception 3) No limit on unprotected openings. There is no limit on protected openings. (Table 705.8) East Side: Group S1 - Bearing walls = 0 -hr Nonbearing walls = 0 -hr rating on the inside. (705.5, Tables 601 & 602) Parapet not required. (705.11, Exception 3) No limit on unprotected openings. There is no limit on protected openings. (Table 705.8) Group B - Bearing walls = 0 -hr Nonbearing walls = 0 -hr rating on the inside. (705.5, Tables 601 & 602) Parapet not required. (705.11, Exception 3) No limit on unprotected openings. There is no limit on protected openings. (Table 705.8) Group S2 - Bearing walls = 0 -hr Nonbearing walls = 0 -hr rating on the inside. (705.5, Tables 601 & 602) Parapet not required. (705.11, Exception 3) No limit on unprotected openings. There is no limit on protected openings. (Table 705.8) South Side: Group Si - Bearing walls = 0 -hr Nonbearing walls = 0 -hr rating on the inside. (705.5, Tables 601 & 602) Parapet not required. (705.11, Exception 3) No limit on unprotected openings. There is no limit on protected openings. (Table 705.8) Group B - Bearing walls = 0 -hr Nonbearing walls = 0 -hr rating on the inside. (705.5, Tables 601 & 602) Parapet not required. (705.11, Exception 3) No limit on unprotected openings. There is no limit on protected openings. (Table 705.8) Group S2 - Bearing walls = 0 -hr Nonbearing walls = 0 -hr rating on the inside. (705.5, Tables 601 & 602) Parapet not required. (705.11, Exception 3) No limit on unprotected openings. There is no limit on protected openings. (Table 705.8) West Side: Group Si - Bearing walls = 0 -hr Nonbearing walls = 0 -hr rating on the inside. (705.5, Tables 601 & 602) Parapet not required. (705.11, Exception 3) No limit on unprotected openings. There is no limit on protected openings. (Table 705.8) Group B - Bearing walls = 0 -hr Nonbearing walls = 0 -hr rating on the inside. (705.5, Tables 601 & 602) Parapet not required. (705.11, Exception 3) No limit on unprotected openings. There is no limit on protected openings. (Table 705.8) Group S2 - Bearing walls = 0 -hr Nonbearing walls = 0 -hr rating on the inside. (705.5, Tables 601 & 602) Parapet not required. (705.11, Exception 3) No limit on unprotected openings. There is no limit on protected openings. (Table 705.8) REQUIRED SEPARATION OF OCCUPANCIES: (508.4.4 & Table 508.4) Uses are not separated by fire barriers. The construction of the building is based on the most restrictive use. (508.3.3) COM EGR THA 1014. TRA LES: TAB EXISTING 2 1 5'8" CMU SEPARATI� TABLE 50. NEW ADDITION I EXISTING MAINTENANCE FACILITY � I ► TRAVEL DISTANCE 88"-0" LESS THAN 300' PER TABLE 1016.1 COMMON PATH OF EGRESS 21'-0" LESS THAN 100' PER SECTION 1014.3 32'-0"" 'ER • v v v OCCUPANCY ACTUAL AREA ALLOWED AREA FLOOR RATIO # OF OCCUPANTS MIN. # OF EXITS PLUMBING -I WC LAV DF -.- A.,--.\/---- FEMALE MALE FEMALE i- / / / SIGN / SIOR I ' 3T ROOM- 3T - - VlAtTt �,IN II, PARTS STOR 61406 0.28 35 102 1 II ■e 100 1 I� 101 3033 61406 0.05 30.3 2 1 1 m• I 1 NEW CONFERENCE ROOM B 1635 61405 r, 81.75 2 1 I 1 1 1 2ND FLOOR MP im EXISTING STORAGE ` b 2712 61406 \ i,. .T ENS '' 2 NON OCCUPIED 105 II ) \ TOTALS 24880 61406 0.42 156.05 3 '� 3 3 3 LOCATIO \ CLASSROOM / / / ' / TIRE STOR OVERHE EXISTING 103 I 44"-1" ri SER \. I I KITCH/BREAK e ' C. IC_ �� 119 EGRESS {/ • 107 108 JL1. iso I' ►� �d, � p •/ •\ TRAVEL LESS TH TABLE l II-., .�_ � � L , / �' SHOP AREA - WASH BAY - - I \ 118 114 _ Sri . - AP . "; 0 JAN •.. N WELDING \ ,' 111' STOR • •o• MENS LOCKER EXISTING 1 5'8" 2HR FIRE HARRIER. CMU UL905. HOWEVER, 120 MON PATH OF ri 110NO I OCCUPANCY \ WELINC ", LESS SEPARATION REQUIRED PER ESS 42'-0" 3100 PER SECTION :: �i TAi�tt 505.4 TANK STOR • \ H O Illllllll...... i��`E�'JIIIIII � �• I \ . ECH ' ; YEL DISTANCE 811-111 THAN 300 PER LE 1016.1 OIL I LUBE/MECH nN . I � • � 116 CO \ • ' ' ESS RM R 113 I � -IR FIRE BARRIER. _N UL905. � , -0401PERE "-0" 0 7N REQUIRED PER 3.2.5 W J .- AAVEL uoNI I FAA 8 0 GROUND FLOOR PLAN SCALE: 1/16''= 1' - 0" 0 0 U 0 0 0 0 0 TRAVEL DISTANCE 143" - LESS THAN 300' PER TABLE 1016.1 2 0 i UPPER PART STORAGE / • / / 108 E;1 i i EXIS-'ING 11-1R FIRE BARRIER. 3 5/S" MT. STUDS W/ GYP. U465. HOWEVER, NO OCCUPANCY SEPARATION REQUIRED PER TABLE 508.4 OPEN TO SHOP AREA BELOW . 1111.0111111111111111 SECOND FLOOR PLAN SCALE: 1/16"= 1" - 0" TABLE 1016.1 S-1 Occupancy Area = 17,500 sf Existing B Occupancy Area = 5,745 sf New B Occupancy Area= 1,635 sf Existing 1 Hour Fire Partition U465 Existing 2 Hour Fire Partition U905 • E• XISTING EXIT 0 N• EW EXIT 0 N OF NEW AD COILING. PATH OF TO BE REVISED. DISTANCE 45"-4" AN 300' PER 016.1 0 SPECIALTIES AND FIXTURES TYPICAL MOUNTING HEIGHTS FOR ACCESSIBILITY COUNTER MOUNTED SOAP DISPENSER SURFACE MOUNT TO COUNTER TOP, FROM EDGE FACE AT EITHER TWO 0' CLOCK OR TEN O" CLOCK POSITION FROM SINK. MOUNT SO SPOUT OVERFLOW IS OYER SINK. WALL MOUNTED SOAP DISPENSER WALL MOUNT MAXIMUM OF 48" ABOVE FINISHED FLOOR ADJACENT TO SINK OYER COUNTERTOP OR SINK. GRAS OARS MOUNT IN LOCATIONS AS SHOWN ON DRAWINGS BETWEEN 33" AND 36" ABOVE FINISHED FLOOR. LAVATORY MIRROR MOUNT BOTTOM EDGE OF MIRROR 36" (PREFERRED) ABOVE FINISHED FLOOR, 40" ABOVE FINISHED FLOOR MAXIMUM. PAPER TOWEL DISPENSER MOUNT IN LOCATIONS AS SHOWN ON DRAWINGS 48" MAXIMUM TO HIGHEST CONTROLS ABOVE FINISHED FLOOR - ABOVE WASTE RECEPTACLE IF POSSIBLE. WILT IN WASTE PAPER TOWEL RECEPTACLE) MOUNT APPROXIMATELY 36" ABOVE FINISHED FLOOR TO TOP OF RECEPTACLE. TOILET PAPER HOLDER MOUNT IN LOCATIONS AS SHOWN ON DRAWINGS 24" ABOVE FINISHED FLOOR. SANITARY NAPKIN DISPENSER MOUNT IN LOCATIONS AS SHOWN ON DRAWINGS 36" (PREFERRED) 48" MAXIMUM ABOVE FINISHED FLOOR. SANITARY NAPKIN DISPOSAL MOUNT IN LOCATIONS SHOWN ON DRAWINGS 24" ABOVE FINISHED FLOOR. FIRE EXTINGUSNER CABINET MOUNT IN LOCATION SHOWN ON DRAWINGS 48" ABOVE FINISHED FLOOR TO TOP OF CABINET. ACCESSIBLE DRINKING FOUNTAIN MOUNT IN LOCATIONS SHOWN ON DRAWINGS 36" ABOVE FINISHED FLOOR TO TOP OF SPOUT. URINAL MOUNT URINAL IN LOCATIONS AS SHOWN ON DRAWINGS 11" ABOVE FINISHED FLOOR TO RIM (FLUSH CONTROL SHALL BE MOUNTED NO HIGHER THAN 48" ABOVE FINISHED FLOOR). LAVATORY MOUNT IN LOCATIONS AS SHOWN ON DRAWINGS 34" ABOVE FINISHED FLOOR. ACCESSIBLE LAVATORY MOUNT IN LOCATIONS AS SHOWN ON DRAWINGS 34" ABOVE FINISHED FLOOR. DPA Architectural Group PC P.O. Box 1268 Glenwood Springs, CO 81601 970.945.4040 doug@dpaarchgroup.com www.dpaarchgroup.com IV 113 C4 CD ON M Tm0 QuoCO E C 0 Ci) I"' 0 0 CO Ci; 0 ‘m Z= O . CO I= (U)MI:C�� � N o cO 00 Ch 0 :. liCI TI; Q O 3 OI-� 0 en t rEM v = M ■, W 13 M O 0=OQ CO ., - 73 o 0OQ Wo IF O Updates/Revisions Construction Set: 12/21/15 Addendum 1: 0/00/00 Project Number: 2015.03 Date: 12/21/2015 AREA NAME OCCUPANCY ACTUAL AREA ALLOWED AREA FLOOR RATIO # OF OCCUPANTS MIN. # OF EXITS PLUMBING WC LAV DF MALE FEMALE MALE FEMALE 1ST FLOOR EXISTING REPAIR GARAGE 51 17500 61406 0.28 35 2 1 1 1 1 1 EXISTING STAFF OFFICE AND SUPPORT B 3033 61406 0.05 30.3 2 1 1 1 1 1 NEW CONFERENCE ROOM B 1635 61405 0.05 81.75 2 1 1 1 1 1 2ND FLOOR EXISTING STORAGE S2 2712 61406 0.04 9 2 NON OCCUPIED TOTALS 24880 61406 0.42 156.05 3 3 3 3 3 TABLE 1016.1 S-1 Occupancy Area = 17,500 sf Existing B Occupancy Area = 5,745 sf New B Occupancy Area= 1,635 sf Existing 1 Hour Fire Partition U465 Existing 2 Hour Fire Partition U905 • E• XISTING EXIT 0 N• EW EXIT 0 N OF NEW AD COILING. PATH OF TO BE REVISED. DISTANCE 45"-4" AN 300' PER 016.1 0 SPECIALTIES AND FIXTURES TYPICAL MOUNTING HEIGHTS FOR ACCESSIBILITY COUNTER MOUNTED SOAP DISPENSER SURFACE MOUNT TO COUNTER TOP, FROM EDGE FACE AT EITHER TWO 0' CLOCK OR TEN O" CLOCK POSITION FROM SINK. MOUNT SO SPOUT OVERFLOW IS OYER SINK. WALL MOUNTED SOAP DISPENSER WALL MOUNT MAXIMUM OF 48" ABOVE FINISHED FLOOR ADJACENT TO SINK OYER COUNTERTOP OR SINK. GRAS OARS MOUNT IN LOCATIONS AS SHOWN ON DRAWINGS BETWEEN 33" AND 36" ABOVE FINISHED FLOOR. LAVATORY MIRROR MOUNT BOTTOM EDGE OF MIRROR 36" (PREFERRED) ABOVE FINISHED FLOOR, 40" ABOVE FINISHED FLOOR MAXIMUM. PAPER TOWEL DISPENSER MOUNT IN LOCATIONS AS SHOWN ON DRAWINGS 48" MAXIMUM TO HIGHEST CONTROLS ABOVE FINISHED FLOOR - ABOVE WASTE RECEPTACLE IF POSSIBLE. WILT IN WASTE PAPER TOWEL RECEPTACLE) MOUNT APPROXIMATELY 36" ABOVE FINISHED FLOOR TO TOP OF RECEPTACLE. TOILET PAPER HOLDER MOUNT IN LOCATIONS AS SHOWN ON DRAWINGS 24" ABOVE FINISHED FLOOR. SANITARY NAPKIN DISPENSER MOUNT IN LOCATIONS AS SHOWN ON DRAWINGS 36" (PREFERRED) 48" MAXIMUM ABOVE FINISHED FLOOR. SANITARY NAPKIN DISPOSAL MOUNT IN LOCATIONS SHOWN ON DRAWINGS 24" ABOVE FINISHED FLOOR. FIRE EXTINGUSNER CABINET MOUNT IN LOCATION SHOWN ON DRAWINGS 48" ABOVE FINISHED FLOOR TO TOP OF CABINET. ACCESSIBLE DRINKING FOUNTAIN MOUNT IN LOCATIONS SHOWN ON DRAWINGS 36" ABOVE FINISHED FLOOR TO TOP OF SPOUT. URINAL MOUNT URINAL IN LOCATIONS AS SHOWN ON DRAWINGS 11" ABOVE FINISHED FLOOR TO RIM (FLUSH CONTROL SHALL BE MOUNTED NO HIGHER THAN 48" ABOVE FINISHED FLOOR). LAVATORY MOUNT IN LOCATIONS AS SHOWN ON DRAWINGS 34" ABOVE FINISHED FLOOR. ACCESSIBLE LAVATORY MOUNT IN LOCATIONS AS SHOWN ON DRAWINGS 34" ABOVE FINISHED FLOOR. DPA Architectural Group PC P.O. Box 1268 Glenwood Springs, CO 81601 970.945.4040 doug@dpaarchgroup.com www.dpaarchgroup.com IV 113 C4 CD ON M Tm0 QuoCO E C 0 Ci) I"' 0 0 CO Ci; 0 ‘m Z= O . CO I= (U)MI:C�� � N o cO 00 Ch 0 :. liCI TI; Q O 3 OI-� 0 en t rEM v = M ■, W 13 M O 0=OQ CO ., - 73 o 0OQ Wo IF O Updates/Revisions Construction Set: 12/21/15 Addendum 1: 0/00/00 Project Number: 2015.03 Date: 12/21/2015 oi,fir h64 a 0 Co 0 Co 0 0 1 Co 0 Co 0 Co 0 Co 1 0 n 1 ROOF DRAIN TO DRAIN INTO POND WITH RIPRAP APRON, HEAT TAPE, AND RODENT PROOF SCREEN ON DAYLIGHT END. INV = 26.1± (ESTIMATED) LV' UNDERGROUND TELE. & CABLE PER AS—BUILT PLANS (TYP.) 5L SCALE 5 0 O ou CM 0 op el CD CNI Eroc4 Pj:cca. 1 1 125 IS OF PROPOSED 6' HIGH CHAIN LINK FENCE W/ THREE STRAND BARBED WIRE TOP. TO MATCH EXISTING FENCING. / Lel 0 efore yo ss OVERHANG PVC WYE SEE ARCH. DWGS. • PVC TEE PVC BEND PVC BEND SS BUILDING TO 11E TO EXISTING SS LATERAL EXACT LOCATION AND ELEVATION UNKNOWN. PIPE LENGTHS ARE LIKELY TO CHANGE. EX MAIN INV APPROXIMATED 0 5621±. SS LAT INV = EX INV + 1.0 5622±. CONTRACTOR TO POTHOLE AND VERIFY SS SIZE, LOCATION, AND INVERT PRIOR TO CONSTRUCTION. NOTIFY ENGINEER FOR DESIGN ALTERNATIVES IF NECESSARY. • \ INSULATION ABOVE SEWER A' UNE UNTIL 42" DEPTH RELOCATED PARKING. APPROXIMATELY 9 STALLS 101(201 PROPOSED GATE \ It 20. 0'\ PROPOSED RELOCATED POWER PO AND GUY WIRE. COORDINATE WITH POWER COMPANY THREE WEEKS PRIOR TO NEED TO COORDINATE. SANITARY SEWER SEE MECH. DWGS. TIE TO EXISTING DOWNSPOUT PIPING. 28. 8 INVERT ELEVATION IS UNKNOWN. CONTRACTOR TO VERIFY AND NOTIFY DESIGN ENGINEER FOR ALTERNATIVES IF NECESSARY ROOF DOWNSPOUTS TO BE ROUTED ONTO NEW CANOPY SEE ARCH. DWGS. FOR CONTINUATION CANOPY ROOF DRAIN INV = 27.5 SEE ARCH. DWGS. 4" CONC. SIDEWALK ON 4" BASE COURSE CONTROL JOINTS (SHOWN) CENTERED ON COLUMNS AND 6' SPACING TYPICAL PVC BEND ROOF DRAIN AND LAMB'S TONGUE OVERR-OW INV = 27.5 SEE MECH. DWGS. Ex FF Ely. 5628.8 48"X48" CONCRETE PAD FOR CHILLER. SEE MECH. DWGS. ar THICK, LEVEL, ELEV. = 29.13 4' AWAY FROM METER AND SERVICE DISCONNECT. CANOPY ROOF DRAIN INV = 27.5 SEE ARCH. DWGS. PROPOSED RELOCATED UNDERGROUND pOWER. COORDINATE WITH POWER COMPANY THREE WEEKS PRIOR TO NEED TO COORDINATE CONNECTION 125 LF OF PROPOSED 6' HIGH CHAIN UNK FENCE W/ THREE STRAND BARBED WIRE TOP. TO M ATCH EXISTING FENCING. FELE. PE4ESTAL COORDINATE VA TH POWER COMPANY FOR REUSE OR NEW METER THREE WEEKS PRIOR TO NEED TO COORDINATE CONNECTION PVC TEE WATERLINES PER BUILT PLANS ROOF DRAIN TO DRAIN INTO POND WITH RIPRAP APRON, HEAT TAPE. AND RODENT PROOF SCREEN ON DAYUGHT END. INV = 26.0 e CONC. SIDEWALK ON 4" BASE COURSE \ CONTROL JOINTS (SHOWN) CENTERED ON COLUMNS AND 6' \ SPACING TYPICAL t 41 o 0 FIRE HYDRANT rchitectural Group PC P.O. Box 1268 Glenwood Springs, CO 81601 970.945.4040 www.dpaarchgroup.com o 4.1 E 2 CI 0 113 0 co 0 so Ei as ad ® DPA Architectural Group 2014 1 00% Construction Documents: 12/21/1 5 Project Number: Date: Sheet Number C2.1 2014.03 12/21/2015 PROVIDE NEUJ OVERHEAD DOOR MOTORS AND OPERATORS TO ALLOW DOORS TO SEQUENCED WITH CARBON MONOXIDE DETECTION SYSTEM TO ALLOW DOORS TO AUTO OPEN TO l8" ABOVE FLOOR. REFER TO MECH. DRAWINGS FOR DETAILS OF OPERATION. VEHICLE STOR. 108 PROVIDE NEW OVERHEAD DOOR MOTORS AND OPERATORS TO ALLOW DOORS TO SEQUENCED WITH CARBON MONOXIDE DETECTION SYSTEM TO ALLOW DOORS TO AUTO OPEN TO I8" ABOVE FLOOR. REFER TO MECH. DRAWINGS FOR DETAILS OF OPERATION. COMPRESSOR 107 OFFICE 100 N4—)k ,( Li ule,'D11-61 VEHICLE STORAGE FACILITY GROUND FLOOR PLAN SCALE: 1/8'1= 1� - 0" DPA Architectural Group PC P.O. Box 1268 Glenwood Springs, CO 81601 970.945.4040 doug©dpaarchgroup.com www.dpaarchgroup.com Q. CLO 0 03 0 y O 0 � N 03IC. (1) ma cv co O 0 y O V0 = CIM "Q d � Wo. c — oc �atic� GSR&B VEHICLE STOR FACILITY GROUND FLOOR PLAN Updates/Revisions Construction Set: 12/21/15 Addendum 1: 0/00/00 Project Number: 2015.03 Date: 12/21/15 PROVIDE NEUJ OVERHEAD DOOR MOTORS AND OPERATORS TO ALLOW DOORS TO SEQUENCED WITH CARBON MONOXIDE DETECTION SYSTEM TO ALLOW DOORS TO AUTO OPEN TO 18" ABOVE FLOOR REFER TO MECH. DRAWINGS FOR DETAILS OF OPERATION. J . , T I VEHICLE STOR. BELOW 108 PROVIDE NEW OVERHEAD DOOR MOTORS AND OPERATORS TO ALLOW DOORS TO SEQUENCED WITH CARBON MONOXIDE DETECTION SYSTEM TO ALLOW DOORS TO AUTO OPEN TO IS" ABOVE FLOOR. REFER TO MECH. DRAWINGS FOR DETAILS OF OPERATION. 14= ,4,, 2 N MEZZANINE 200 VEHICLE STORAGE FACILITY SECOND FLOOR PLAN SCALE: 1/8"= I' - 0" DPA Architectural Group PC P.O. Box 1268 Glenwood Springs, CO 81601 970.945.4040 doug@dpaarchgroup.com www.dpaarchgroup.com w -c: L CO12. O IO CL co 0 CO N C � (/) 0 t0 Cl) O 'In Z CO0 IMIE ✓ .13 N CL Ai 13 O � y • IrD� O M V = O EI Md ns „ = 'a po Wo car•0 GS R&B VEHICLE STOR FACILITY SECOND FLOOR PLAN Updates/Revisions Construction Set: 12/21/15 Addendum 1: 0/00/00 Project Number: 2015.03 Date: 12/21/15