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CARD KEY ENTRY SYSTEM: PROVIDED BYINSTALLED BY
FURNITURE ORDERING
UNCRATING & SETUP
SIGNAGE, EXTERIOR PROVIDED BY
INSTALLED BY
TELEVISIONS/MONITORS
AUTOMATIC SPRINKLER SYSTEM MODIFICATION DESIGNINSTALLATION
PROVIDED BYINSTALLED BY
INSTALLATION OF COAXIAL CABLE, WIRING TO I.T. CLOSETMOUNTING BRACKETS SUPPLIED & INSTALLED BY
POWER TO
SECURITY ALARM SYSTEMS: DESIGN & INSTALLATION
AUDIO SYSTEMS DESIGN & INSTALLATION
TELEPHONE/DATA INSTALLATION OF CONDUIT, SUPPORTS, ETC TO IT CLOSET
APPLIANCES PROVIDED BY
INSTALLED BY (G.C. TO PROVIDE UTILITIES AS REQ'D)
MILLWORK PROVIDED BY
INSTALLED BY
PROVIDED BY
INSTALLED BY
SIGNAGE, INTERIOR
PERMITS & APPROVALSPOWER TO & FINAL ELECTRICAL HOOK UP
WIRING & TERMINATION DEVICES
LOCKERS PROVIDED & INSTALLED BYVENDING MACHINES PROVIDED & INSTALLED BY
FIRE ALARM SYSTEM DESIGNINSTALLATION
AUTOMOBILE TIRE EQUIPMENT PROVIDED BY
POWER TO EQUIPMENTPARTS SHELVING PROVIDED BY
INSTALLED BY
AUTOMOBILE SERVICE LIFTS PROVIDED BYINSTALLED BYDISCONNECT FOR EQUIPMENT & FINAL CONNECTIONS
OIL TANKS PROVIDED BY
DISTRIBUTION SYSTEM BY
AIR COMPRESSOR PROVIDED BY
DISTRIBUTION SYSTEM BY
TERMINATION PORTS BY
POWER TO SYSTEM
POWER TO DISTRIBUTION SYSTEMS
PROJECT SCOPE INDEX
OWN E
R'S
VEN D
OROW
N ER
GEN E
RAL
CONT
RACT
O R
ORDERED BY
ENTRY PORTAL
INSTALLED BY
FINAL FLASHING & ELECTRICAL HOOK UP BYFOOTINGS/FOUNDATIONS BY
PRE-ENGINEERED METAL BUILDINGBUILDING DESIGN AND ENGINEERING
BUILDING ERECTION
ROOFTOP MECHANICAL SYSTEMS PLATFORMS
AUTOMOBILE EXHAUST ELIMINATION SYSTEM
PROVIDED BYINSTALLED BYPOWER TO SYSTEM AND TO ON/OFF SWITCH
DUCTWORK FROM ROOF MOUNTED BLOWER DOWN THRU ROOF
PLATFORM FOR ROOF MOUNTED EXHAUST BLOWER
PARTS MEZZANINE
PROVIDED BY
INSTALLED BY
ORDERED BY
WALL LOUVERS
INSTALLED BY
FINAL FLASHING & ELECTRICAL HOOK UP BY
Signed & Sealed :
rele
ased
for c
onst
ruct
ion
Client :
Project Information :
Project Number :Drawn By :Checked By :Approved By :
Sheet Title :
Sheet Number :
Copyright (c) 2015 SPARC+, LLC.
All reports, plans, specifications,computer files, filed data, notes and
other documents & instrumentsprepared by SPARC+, LLC. shall retainall common law, statutory and otherreserved rights, including copyright
thereto.
This drawing may not be reproduced inwhole or in part without written
permission of SPARC+, LLC. it is to bereturned upon request. Scales as statedare only valid on the original drawings.
BMW
of D
enve
r10
40 S
. Col
orad
o Bl
vd,
Den
ver,
CO
802
46
Sonic Automotive, Inc.
4401 Colwick RoadCharlotte NC, 28211
150201CMBYARCH.
Project Cover
G001
BMW of Denver1040 S. Colorado Blvd,
Denver, CO 80246
Permit Set06.22.2015
Rev
Dat
eCo
mm
ents
06/2
2/15
Perm
it Se
t
Sheet List
Number Name Perm
it Se
t
S107 Typical Details (Misc) ●S200 Axonometric Views ●S201a Foundation Plan (Showroom & Service Drive) ●S201b Foundation Plan (Service Shop) ●S202 Second Floor Plan ●S203 Roof Plan (Service Shop) ●S204 Roof Plan (Showroom & Servcie Drive) ●S205 Roof Plan (High Roof) ●S206 Carwash Plan & Details ●S401 Sections ●S402 Sections ●S403 Sections ●S404 Sections ●S405 Sections ●S406 Sections ●S407 Sections ●S500 Tilt-Up chedule & Typical Details ●S501 Tilt-Up Wall Elevations ●S600 Masonry Wall Schedule & Typical Details ●
11 - PlumbingP001 Plumbing Notes, Legend & Details ●P201 First Floor Showroom Sanitary Plan ●P202 First Floor Service Sanitary Plan ●P203 Second Floor Sanitary Plan ●P204 Showroom Roof Plumbing Plan ●P205 Showroom Roof Plumbing Plan ●P301 First Floor Showroom Dom. Water Plan ●P302 First Floor Service Dom. Water Plan ●P303 Second Floor Dom. Water Plan ●P501 Plumbing Isometrics ●
11.1 - Fire SprinklerFS201 First Floor Showroom Fire Sprinkler Plan ●FS202 First Floor Service Fire Sprinkler Plan ●FS203 Second Floor Fire Sprinkler Plan ●
12 - MechanicalM001 Mechanical Notes ●M201 First Floor Showroom Mechanical Plan ●M202 First Floor Service Mechanical Plan ●M203 Second Floor Mechanical Plan ●M701 Mechanical Details ●
13 - ElectricalE001 Electrical Notes ●E101 Site Photometric Plan ●E102 Site Power Plan ●E201 First Floor Showroom Lighting Plan ●E202 First Floor Service Lighting Plan ●E203 Second Floor Lighting Plan ●E301 First Floor Showroom Power Plan ●E302 First Floor Service Power Plan ●E303 Second Floor Power Plan ●E401 First Floor Mechanical Power Plan ●E402 First Floor Mechanical Power Plan ●E403 Second Floor Mechanical Power Plan ●E501 Electrical Riser Diagram ●E601 Electrical Panel Schedule ●
Sheet List
Number Name Perm
it Se
t
00 - GeneralG001 Project Cover ●G002 Code Analysis ●
1.2 - Proposed PlansA100D Site Demolition Plan ●A101 Overall Floor Plan ●A102 Showroom Floor Plan ●A103 Service Floor Plan ●A104 Second Floor Plan ●A121 Roof Plan ●A122 Roof Plan - Cont. ●A131 First Floor Showroom Finish Plan ●A132 First Floor Service Finish Plan ●A134 Second Floor Finish Plan ●A141 First Floor Showroom RCP ●A142 First Floor Service RCP ●A143 Second Floor RCP ●A151 First Floor FF&E Plan ●A152 First Floor FF&E Plan - Cont. ●A153 Second Floor FF&E Plan ●
02 - ElevationsA201 Exterior Elevations ●A202 Exterior Elevations - Cont. ●
03 - SectionsA301 N-S Building Sections ●A302 N-S Building Sections - Cont. ●A303 N-S Building Sections - Cont. ●A305 W-E Building Sections ●A306 W-E Building Sections - Cont. ●A307 W-E Building Sections - Cont. ●A321 N-S Wall Sections ●A322 N-S Wall Sections - Cont. ●A323 N-S Wall Sections - Cont. ●A324 N-S Wall Sections - Cont. ●A331 W-E Wall Sections ●
04 - Enlarged DrawingsA401 Enlarged Plans - Restroom Plans & Elevations ●A402 Enlarged Plans - Restroom Plans & Elevations ●A403 Enlarged Details @ Stairs ●A404 Enlarged Details @ Stairs Cont. ●A405 Enlarged Details @ Stairs/Elevators ●A421 Interior Elevations ●A431 Entry Portal Drawings ●
05 - Enlarged DetailsA523 Section Details - EIFS Typical Details ●A525 Section Details - CMU Typical Details ●A531 Millwork Elevations & Details ●A532 Millwork Elevations & Details Cont. ●A535 Millwork Typical Details ●
06 - Schedules & DiagramsA601 Finish Schedule ●A621 Door Schedule & Hardware ●A622 Door Types & Additional Info ●
07 - Window & Wall DetailsA701 Window & Frame Elevations ●A702 Window & Exterior Frame Elevations ●A703 Window & Exterior Frame Elevations Cont. ●A721 Partition Types & Assemblies ●A722 Partition Types & Assemblies - Cont'd ●A723 UL Details ●A724 UL Details - Cont. ●
10 - StructuralS100 General Notes ●S101 Special Inspections Schedules ●S102 Schedules ●S103 Typical Details (Foundation) ●S104 Typical Details (Steel) ●S105 Typical Details (Steel) ●S106 Typical Details (Misc) ●
PROJECT DIRECTORY
OWNER:Sonic Automotive, Inc.4401 Colwick RoadCharlotte NC, 28211
Address:
Mitch SelbyProject ManagerOffice: 704.566.2400Email: [email protected]
Contact:
ARCHITECT:Crispin ConklinSPARC+ Studios680 Darlington Cir NEAtlanta, GA 30305
Address:
Cord McLeanProject ManagerOffice: 409.877.4356Email: [email protected]
Contact:
STRUCTURAL ENGINEER:Walid Nannis, P.E., F.ASCE5608 Battle Ridge DriveFlowery Branch, GA 30542
Address:
Mark NannisProject EngineerOffice: 770.614.6114Email: [email protected]
Contact:
M.E.P. ENGINEER:Promus Engineering518 Black Canyon ParkCanton, GA 30114
Address:
Robert L. Connors, P.E.Colorado License #50586
Project Manager:Darin FrickP.E. LEED A.P.Office: 678-246-5166Email: [email protected]
Contact:
CIVIL ENGINEER:Freeland & Kauffman, Inc.209 West Stone AvenueGreenville, SC 29609
Address:
Charles A. GarciaProfessional EngineerOffice: 864.672.3430Email: [email protected]
Contact:
LOCATION MAP
1040 S. Colorado Blvd.,Denver, CO 80246
GENERAL NOTES
1. CONTRACTOR SHALL COORDINATE THE DRAWINGS BETWEEN SUB-CONTRACTORS (I.E.MECHANICAL, ELECTRICAL, PLUMBING, STRUCTURAL) FOR CONFLICT AND NOTIFY THE ARCHITECTPRIOR TO BID OF ANY DISCREPANCIES AND/OR CONFLICTS BEFORE PROCEEDING WITH THE BID.CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS ATTHE JOB AND SHALL NOTIFY THE ARCHITECT AND THE OWNER OF ANY DISCREPANCIES,OMISSIONS, AND/OR CONFLICT BEFORE PROCEEDING WITH THE JOB. CONTRACTOR SHALLREQUEST AN INTERPRETATION FROM THE ARCHITECT BEFORE PROCEEDING. TO THE EXTENTCONTRACTOR DISCOVERS DISCREPANCIES AND FAILS TO MAKE SUCH A REQUEST, NO EXCUSE WILLTHEREAFTER BE ENTERTAINED FOR FAILURE TO CARRY OUT THE WORK IN A SATISFACTORYMANNER ACCEPTABLE TO THE ARCHITECT AND THE OWNER.
2. DO NOT SCALE DRAWINGS - DIMENSIONS GOVERN. LARGE SCALE DETAILS GOVERN OVERSMALL SCALE PLAN.
3. ALL PARTITIONS ARE DIMENSIONED TO FACE OF WALL FINISH, UNLESS NOTED OTHERWISE.
4. PROVIDE SOLID BLOCKING BETWEEN STUDS TO ATTACH AND SUPPORT WALL-HUNG ANDWALL-CONNECTED ITEMS (I.E. GRAB BARS, SINKS, CABINETS, SHELVING, ROOF LADDERS, ETC.)ATTACH BLOCKING TO SUBSTRATE AS REQUIRED TO SUPPORT APPLIED LOADING. MAKE TIGHTCONNECTIONS BETWEEN MEMBERS. INSTALL FASTENERS WITHOUT SPLITTING OF WOOD -PREDRILL AS REQUIRED.
5. WHERE A VINYL BASE IS SPECIFIED, USE A 4" COVED-TOE, UNLESS NOTED OTHERWISE.
6. ALL FLOORS SHALL BE LEVELED AND FREE OF IRREGULARITIES TO ASSURE ONE CONSTANTFLOOR HEIGHT, SO THAT DOOR BUCKS WHEN SET ARE AT CONSISTENT DIMENSIONS FROM THECEILING WITH NO GAPS BETWEEN THE BOTTOM OF THE DOOR BUCK AT THE SLAB AFTERCARPETING AND OTHER FLOOR FINISHES ARE INSTALLED.
7. ANY SITE DEMOLITION SHALL BE COORDINATED WITH NEW CONSTRUCTION.
8. ALL CONTRACTORS ARE RESPONSIBLE FOR LAYING OUT EQUIPMENT RUNS TO AVOIDINTERFERENCE.
9. IF CEILING DIFFUSERS, LIGHT FIXTURES OR OTHER ELEMENTS ON OR ABOVE THE CEILINGCANNOT BE LOCATED AS SHOWN ON PLAN DUE TO OBSTRUCTIONS, GENERAL CONTRACTOR SHALLNOTIFY ARCHITECT / OWNER PRIOR TO COMMENCING WORK.
10. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES, I.E. FEDERAL, STATE, AND LOCALBUILDING CODES. CONTRACTOR SHALL REVIEW FOR CODE COMPLIANCE DURING THE BIDDINGPROCESS. TO THE EXTENT CONTRACTOR DISCOVERS CODE DISCREPANCIES AND FAILS TO MAKE AREQUEST FOR CODE INTERPRETATION, NO EXCUSE WILL THEREAFTER BE ENTERTAINED FORFAILURE TO CARRY OUT THE WORK IN A SATISFACTORY MANNER ACCEPTABLE TO THE ARCHITECTAND THE OWNER.
11. DOORS AND FRAMES WHICH REQUIRE A FIRE RESISTANT RATING SHALL BE A TYPE APPROVEDBY THE NATIONAL BOARD OF FIRE UNDERWRITERS. SEE DOOR SCHEDULE FOR RATINGS.
12. AFTER THE JOB IS IN PROGRESS, "CHANGE ORDERS" MUST BE APPROVED BY THE OWNER ANDARCHITECT IN WRITING PRIOR TO COMMENCING WORK. WORK PERFORMED WITHOUT PRIORWRITTEN NOTICE MAY NOT BE COMPENSATED.
13. GENERAL CONTRACTOR IS RESPONSIBLE FOR MAKING SURE THAT ALL EXIT AND DIRECTIONALSIGNS AND LIGHTS COMPLY WITH STATE AND LOCAL BUILDING CODES PRIOR TO THEIRINSTALLATION.
14. INTERIOR ROOMS SHALL BE MECHANICALLY VENTILATED IN ACCORDANCE WITH STATE ANDLOCAL BUILDING CODES.
15. CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING OF PARTITION WALLS AS REQUIRED ANDAT ALL DOOR OPENINGS.
16. DRYWALL CONTROL JOINTS SHALL BE PROVIDED IN ACCORDANCE WITH RECOMMENDEDPRACTICES OF THE UNITED STATES GYPSUM ASSOCIATION.
17. ALL MISCELLANEOUS WOOD BLOCKING, SILLS, PLYWOOD, ETC., TO BE FIRE RETARDED.
18. ALL MATERIALS ARE TO BE STORED PROPERLY. GENERAL CONTRACTOR IS RESPONSIBLE FORTHE SAFEKEEPING OF MATERIALS INCLUDING THOSE SUPPLIED BY THE OWNER.
19. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SPECIAL SHIPPINGITEMS JOINTLY WITH THE OWNER FOR OWNER'S SUPPLIED ITEMS. THE GENERAL CONTRACTORSHALL PROVIDE THE OWNER AND ARCHITECT WITH A REASONABLE CONSTRUCTION SCHEDULE TOARRANGE SHIPPING.
20. THE CONTRACTOR WILL OBTAIN AND PAY FOR MECHANICAL, ELECTRICAL, AND PLUMBINGPERMIT. THE CONTRACTOR WILL FILE FOR THE CERTIFICATE OF OCCUPANCY AND THECONTRACTOR WILL COORDINATE ALL THE NECESSARY INSPECTIONS AND APPROVALS THROUGHFINAL COMPLETION.
21. THE GENERAL CONTRACTOR MAY SUBSTITUTE MATERIALS, FINISHES, AND/OR EQUIPMENTUPON WRITTEN SUBMITTAL AND APPROVAL ACCORDING TO THE PROJECT MANUAL.
22. NO SUBSTITUTIONS WILL BE ALLOWED DURING THE CONSTRUCTION PROCESS UNLESSAPPROVED BY THE OWNER / ARCHITECT AND ACCORDING TO THE PROJECT MANUAL.
23. DIMENSIONS NOTED "CLEAR" ARE NOT ADJUSTABLE WITHOUT APPROVAL BY THE ARCHITECT.
24. ISOLATE DISSIMILAR METALS IN CONTACT WITH EACH OTHER.
25. THE CONTRACTOR SHALL FURNISH AND INSTALL FIRE EXTINGUISHERS, FIRE DAMPERS, SMOKEDETECTORS, EMERGENCY LIGHTING, AND SPRINKLER HEADS AS REQUIRED BY THE FIRE MARSHALLAND LOCAL CODES.
26. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALLCONSTRUCTION DEBRIS AND REFUSE.
27. UPON COMPLETION OF THE WORK, THE GENERAL CONTRACTOR SHALL PREPARE A PUNCH LISTFIRST AND NOTIFY ARCHITECT TO REVIEW AND VERIFY PUNCH-LIST FOR CORRECTIONS.
28. THE GENERAL CONTRACTOR SHALL REPAIR AND RESTORE EXISTING SITE CONDITIONSDAMAGED DURING CONSTRUCTION.
29. ALL DOOR JAMBS TO BE INSTALLED PLUMB AND SQUARE.
30. THE SPECIFICATIONS AND DRAWINGS ARE COMPLEMENTARY AND SHALL BE EQUAL INAUTHORITY AND PRIORITY. IF DUPLICATIONS OR CONFLICTS ARE DISCOVERED EITHER INTHEMSELVES, OR WITH EACH OTHER, PRICES SHALL BE BASED ON THE MOST EXPENSIVECOMBINATION OF QUALITY AND QUANTITY OF WORK INDICATED WITH NO CREDIT FOR ALL COSTSSAVED ACCRUING TO OWNER IF THE CONTRACT DOCUMENTS AND ANY DUPLICATIONS SPECIFIEDSHALL NOT BECOME A BASIS FOR EXTRA COST TO THE OWNER. THE APPROPRIATE METHOD OFPERFORMING THE WORK, IN THE EVENT OF THE ABOVE MENTIONED DISAGREEMENTS, SHALL BERECOMMENDED BY ARCHITECTS, REVIEWED BY OWNER'S REPRESENTATIVE AND APPROVED BY THEOWNER.
31. UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, OWNER SHALL SECURE ANDPAY FOR THE BUILDING PERMIT. CONTRACT SHALL SECURE AND PAY FOR ALL OTHER PERMITSAND GOVERNMENTAL FEES, LICENSES, AND INSPECTIONS NECESSARY FOR PROPER EXECUTIONAND COMPLETION OF THE WORK WHICH ARE CUSTOMARILY SECURED AFTER EXECUTION OF THECONTRACT AND WHICH ARE LEGALLY REQUIRED AT THE TIME THE BIDS ARE RECEIVED, INCLUDINGBUT NOT LIMITED TO THE DEMOLITION PERMIT. CONTRACTOR SHALL PROCURE ALL CERTIFICATESOF INSPECTION, USE, OCCUPANCY (EXCLUDING TENANT OCCUPANCY PERMITS), PERMITS ANDLICENSES, PAY ALL CHARGES AND FEES AND GIVE ALL NOTICES NECESSARY AND INCIDENTAL TOTHE DUE AND LAWFUL PROSECUTION OF THE WORK. IT IS AGREED THAT THE CONTRACTOR ISREQUIRED TO DELIVER ALL SUCH CERTIFICATES TO THE OWNER OR ARCHITECT BEFORE THEPROJECT WILL BE DEEMED TO BE SUBSTANTIALLY COMPLETE. CERTIFICATES OF INSPECTION, USEAND OCCUPANCY SHALL BE DELIVERED TO THE OWNER UPON COMPLETION OF THE WORK INSUFFICIENT TIME FOR OCCUPATION OF THE PROJECT IN ACCORDANCE WITH THE APPROVEDSCHEDULE FOR THE WORK.
32. PROVIDE CRACK ISOLATION SHEET BENEATH FLOOR TILE @ ALL CRACKS AND CONTROLJOINTS IN CONCRETE SLAB. SHEET TO EXTEND A MINIMUM OF ONE FULL TILE BEYOND CRACK ONEACH SIDE.
33. THE CONTRACTOR SHALL REPORT TO THE ARCHITECT ANY ERROR, INCONSISTENCYOR OMISSION HE MAY DISCOVER. THE CONTRACTOR IS RESPONSIBLE FORCORRECTING ANY ERROR AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEENBROUGHT TO THE ATTENTION OF THE ARCHITECT. THE MEANS OF CORRECTING ANYERROR SHALL FIRST BE APPROVED BY THE ARCHITECT.
34. THE ARCHITECT SHALL REVIEW SHOP DRAWINGS AND SAMPLES FOR SUBSTANTIALCONFORMANCE WITH DESIGN INTENT. THE ARCHITECT'S REVIEW OF A SEPARATE ITEMSHALL NOT INDICATE REVIEW OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS.
35. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTINGUTILITIES, WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGEDURING CONSTRUCTION ACTITIVITIES. THE CONTRACTOR SHALL BEAR ALL EXPENSE OFREPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BYOPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK.
36. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE VERIFIED BY THECONTRACTOR BEFORE CONSTRUCTION. SHOULD THEY DIFFER FROM THOSE SHOWN ONTHE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT SO THATMODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE WORK.
37. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY UTILITIES, STRUCTURES, ANDFACILITIES, AS REQUIRED.
38. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BYWORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION. THECONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OFDRAWINGS WITH ALL REVISIONS, ADDENDA AND CHANGE ORDERS ON THE PREMISESAT ALL TIMES. THESE ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT.
39. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THESITE, WHILE CONSTRUCTION IS IN PROGRESS AND UNTIL JOB IS COMPLETE.
40. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES AND ALL AREAS SHALL BELEFT IN CLEAN CONDITION AT ALL TIMES.
41. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE JOB SITESAFETY OF WORKERS AND VISITORS WHILE CONSTRUCTION IS IN PROGRESS ANDUNTIL JOB IS COMPLETE.
42. DUCT SYSTEMS SHALL NOT BE INTERCONNECTED WITH ANY OTHER BUILDINGVENTILATION OR EXHAUST SYSTEM.
43. THE CONTRACTOR SHALL PERMANENTLY IDENTIFY ALL FIRE RATED WALLSREQUIRED TO HAVE PROTECTED OPENINGS, CORRIDOR PARTITIONS, SMOKESTOPPARTITIONS, HORIZONTAL EXIT PARTITIONS AND EXIT ENCLOSURES, EITHER BYINSTALLING SIGNS OR STENCILING IN CONCEALED SPACES THE FOLLOWING: FIRE ANDSMOKE BARRIER - PROTECT ALL OPENINGS. IDENTIFICATION SHALL BE SPACED NOMORE THAN TEN (10) FEET ON CENTER WITH A MINIMUM LETTER SIZE OF ONE (1) INCHIN HEIGHT.
44. FIRE ALARM CONTRACTOR SHALL OBTAIN A FIRE ALARM SYSTEM PERMIT PRIOR TOINSTALLATION. ANY FIRE ALARM PLANS INCLUDED IN THIS SET OF PLANS ARE FORREFERENCE ONLY, NOT FOR PERMIT.
45. FIRE SPRINKLER CONTRACTOR SHALL OBTAIN A FIRE SPRINKLER SYSTEM PERMITPRIOR TO INSTALLATION. ANY FIRE SPRINKLER PLANS INCLUDED IN THIS SET OFPLANS ARE FOR REFERENCE ONLY, NOT FOR PERMIT.
46. ELEVATORS AND ESCALATORS SHALL BE DESIGNED FOLLOWING THEREQUIREMENTS OF ASME/ANSI A17.1 AND THE APPLICABLE EDITION OF THE LIFESAFETY CODE.
47. PENETRATIONS, INTO OR THROUGH, OF EITHER VERTICAL OR HORIZONTAL FIRERATED BARRIERS SHALL BE PROTECTED BY A SYSTEM LISTED BY A RECOGNIZEDTESTING AGENCY IDENTIFIED BY USING A DETAIL AND LISTING NUMBER PER CODE.
48. THE PRIMARY FRAMING OF ALL HANDRAILS AND GUARDRAILS SHALL HAVE ANOUTSIDE DIAMETER OF 1-1/2". USE A 1-1/4" INSIDE DIAMETER STANDARD PIPE(ACTUAL OUTSIDE DIAMETER IS 1-5/8") NOT A 1-1/2" INSIDE DIAMETER STANDARDPIPE. INTERMEDIATE FRAMING OF A SMALLER SIZE MAY BE USED PROVIDED ALLAPPLICABLE CODES ARE MET. INDICATE RAILING SIZES ON SUBMITTALS.
49. GENERAL CONTRACTOR SHALL REFER TO PROJECT SPECIFICATIONS FOR ITREQUIREMENTS.
50. GENERAL CONTRACTOR SHALL REFER TO ALL TESTING DATA AND REPORTS SUCH ASBUT NOT LIMITED TO GEO-TECHNICAL, ENVIROMENTAL, ASBESTOS / HZMAT & ENERGYREPORTS (COMM CHECK) FOR ADDITIONAL PORJECT INFORMATION ANDINSTRUCTIONS
DNOccupancy Classification Legend
B
S-1
S-2
2555 SFS-2
22043 SFB
29330 SFS-1
TD = 128'-0"
COMMON PATH = 81'-0"TD = 169'-0"
COM
MON
PAT
H =
31'-0
"
TD = 129'-0"
COM
MON
PAT
H =
30'-0
"
TD = 110'-0"
COM
MON
PAT
H =
30'-0
"
TD = 119'-0"
TD = 107'-0"
COMMONPATH = 48'-0"
TD = 129'-0"
COMMON PATH = 36'-0"
TD = 141'-0"
TD = 70'-0"
TD = 70'-0"
TD = 84'-0"
COMMON PATH = 20'-0"
FIRE EXTINGUISHER TRAVEL DISTANCE
R 75' - 0"
FIRE EXTINGUISHER TRAVEL DISTANCE
R 75' - 0"
FIRE EXTINGUISHER TRAVEL DISTANCE
R 75' - 0"
FIRE EXTINGUISHER TRAVEL DISTANCE
R 75' - 0"
FIRE E
XTINGUISHER TRAVEL
DISTANCE
R 75' - 0
"
FIRE EXTINGUISHER TRAVEL DISTANCE
R 75' - 0"
FIRE EXTINGUISHER TRAVEL DISTANCER 75' - 0"
FIRE E
XTIN
GUISH
ER TR
AVEL
DIST
ANCE
R 75'
- 0"
FIRE EXTINGUISHER TRAVEL DISTANCE
R 75' - 0"
PROPOSED 1HRRATED PARTITIONS,TYP. SURROUNDINGTHE PARTS DEPT.
SEE UL ASSEMBLIESHATCHED AREADENOTES FLOOR SLABABOVE TO BE1-HR RATED PER ULDETAIL HW-D-0076
FE
FE
FE
FE
FE
FE
FEC
FEC
FEC
FEC
FE
FE60 MIN. FIRERATED DOOR
60 MIN. FIRERATED DOOR
60 MIN. FIRERATED DOOR
4576 SFS-2
9051 SFB
TD =200'-0"
TD =114'-0"
TD =146'-0"
COMMON PATH =27'-0"
TD =182'-0"
TD =135'-0"
FIRE EXTINGUISHER TRAVEL DISTANCE
R 75' - 0"
FIRE EXTINGUISHER TRAVEL DISTANCER 75' - 0"
FIRE EXTINGUISHER TRAVEL DISTANCE
R 75' - 0"
PROPOSED 1HRRATED PARTITIONS,
Signed & Sealed :
rele
ased
for c
onst
ruct
ion
Client :
Project Information :
Project Number :Drawn By :Checked By :Approved By :
Sheet Title :
Sheet Number :
Copyright (c) 2015 SPARC+, LLC.
All reports, plans, specifications,computer files, filed data, notes and
other documents & instrumentsprepared by SPARC+, LLC. shall retainall common law, statutory and otherreserved rights, including copyright
thereto.
This drawing may not be reproduced inwhole or in part without written
permission of SPARC+, LLC. it is to bereturned upon request. Scales as statedare only valid on the original drawings.
BMW
of D
enve
r10
40 S
. Col
orad
o Bl
vd,
Den
ver,
CO
802
46
Sonic Automotive, Inc.
4401 Colwick RoadCharlotte NC, 28211
150201CMBYARCH.
Code Analysis
G002
APPLICABLE CODES
1. BUILDING CODE -
2. PLUMBING CODE -
3. MECHANICAL CODE -
4. ELECTRICAL CODE -
5. FIRE CODE -
6. ENERGY CODE -
7. GAS CODE -
8. ACCESSIBILITY CODE -
2009 INTERNATIONAL BUILDING CODE
2009 INTERNATIONAL PLUMBING CODE
2009 INTERNATIONAL MECHANICAL CODE
2014 NATIONAL ELECTRIC CODE
2009 INTERNATIONAL FIRE CODE
2009 INTERNATIONAL ENERGY CONSERVATION CODE
2009 INTERNATIONAL FUEL GAS CODE
2010 ADA ACCESSIBILITY STANDARD EDITION
DENVER, COLORADO WITH 2011 AMENDMENTS
SPECIAL INSPECTIONS SUMMARYIBC CHAPTER 17:
INSPECTION OF FABRICATORS:
STEEL CONSTRUCTION:
CONCRETE CONSTRUCTION:
MASONRY CONSTRUCTION:
SOILS:
SPRAYED FIRE RESISTANT MATERIALS:
INTUMESCENT COATINGS:
EIFS:
SPECIAL CASES:
SMOKE CONTROL:
ARCHITECTURAL COMPONENTS FOR SEISMIC:
MECHANICAL AND ELECTRICAL SEISMIC RESISTANCE
DESIGNATED SEISMIC SYSTEM VERIFICATION
SEISMIC ISOLATION SYSTEM
SEISMIC QUALIFICATION OF MECH. & ELEC. EQUIP.
SEISMICALLY ISOLATED STRUCTURES
REQUIRED:
special inspection company to refer to chapter 17 of the IBC forinspection qualifications and type (continuous or periodic)
YES
YES
YES
YES
YES
YES
NO
YES
NO
NO
NO
NO
NO
NO
NO
NO
ARCHITECTURAL SYMBOL LEGEND
1A101
DETAIL NUMBER
SHEET NUMBER
ELEVATION MARKER
1A101
DETAIL NUMBER
SHEET NUMBER
SECTION MARKER
1A101
DETAIL NUMBER
SHEET NUMBER
DETAIL CALLOUT
MS3.A
WALL TAGS
FIRST TWO LETTERS = PARTITIONTYPE (METAL, WOOD, MASONRY, ETC)
SECOND NUMBER & OR LETTERAFTER PERIOD = WALL PROPERTIES(SEE KEY FOR DEFINITIONS)
FIRST NUMBER = NOMINALTHICKNESS OF STUD OR UNIT
NOTE: SEE WALL TYPE LEGEND FORADDITIONAL INFORMATION
F10FRAME NUMBERNOTE: SEE FRAME ELEVATIONS FORADDITIONAL INFORMATION
100OFFICE
FRAME ELEVATION TAGS
ROOM TAG
ROOM NAME
ROOM NUMBER
REVISION TRIANGLE
REVISION CLOUD
REVISION CLOUD
1
DOOR TAGS
N10
0 DOOR SWING
DOOR NUMBER ADJACENTTO DOOR SLAB / LEAF
DOOR SLAB / LEAF
NOTE: DOORS WITH AN "N" DESIGNATION ARE"NEW" DOORS. ALSO, DOORS WITH AN "E"DESIGNATION ARE "EXISTING" DOORS, U.N.O.
DIMENSION LINE TYPES
12' - 0"GRID LINE DIMENSIONS
OPEN DOTTED TICK MARK ON ADIMENSION LINE INDICATES C.L. OFGRID LINES & OR FACE OF STRUCTURE
12' - 0"TYPICAL DIMENSION LINE
DIAGONAL TICK MARK ON A DIMENSIONLINE INDICATES THE CLEAR DIMENSION OFA ROOM & OR THE OVERALL LENGTH /HEIGHT OF THE ITEM BEING DIMENSIONED
ROOM FINISH TAG
OFFICE100
C-1 / C-2
FL-1 / FL-2WB-1 /WB-2IP-1 IP-4
ROOM NAME
FLOOR FINISH / FINISHES
ROOM NUMBER
WALL FINISH / FINISHES
WALL BASE / BASES
CEILING TYPE / FINISH
FIRE EXTINGUISHERS
FE
SURFACE MOUNTEDFIRE EXTINGUISHER,SEE SPECS RECESSED FIRE
EXTINGUISHERCABINET, SEE SPECS
FEC
PARTITION AS SCHEDULED
WALL TYPE LEGEND
MS3.A
WALL TAGSFIRST TWO LETTERS =PARTITION TYPE (METAL,WOOD, MASONRY, ETC)
SECOND NUMBER & OR LETTERAFTER PERIOD= WALL PROPERTIES(SEE KEY FOR DEFINITIONS)
FIRST NUMBER= NOMINALTHICKNESS OF STUD OR UNIT
PARTITION TYPE NAMING CONVENTION
MS = METAL STUD PARTITION
WD = WOOD STUD PARTITION
PC = PLUMBING CHASE PARTITION
CM = CONCRETE MASONRY PARTITION
WM = WALL MOD PARTITION
SW = STACKED WALL PARTITION
SH = SHAFT WALL PARTITION
GW = GLAZED WALL / STOREFRONT PARTITION
WALL PROPERTIES.A = SOUND ATTENUATION BLANKETS
.B = NON-INSULATED, STUD CORE ONLY
.C = NON-INSULATED, STUD CORE ONLY WITH GYPSUM BOARD ON ONE SIDE.
.D = INSULATED STUD CORE WITH GYPSUM BOARD ON ONE SIDE.
.E = MASONRY PARTITION W/ PAINT FINISH ONLY (REFER TO ROOM SCHEDULE / ELEVATIONS FOR SCHEDULED FINISH)
.F = MASONRY PARTITION WITH WALL MOD "WM1" SEE PARTITION TYPES SCHEDULE
.G = MASONRY PARTITION WITH WALL MOD "WM2" SEE PARTITION TYPES SCHEDULE
.H = PRE-ENGINEERED WALL WITH INSULATION & NO LINER PANEL
.I = PRE-ENGINEERED WALL WITH INSULATION & LINER PANEL
.J = GLAZED WALL PARTITION W/ SOUND ATTENUATION BLANKETS & METAL STUDS TO DECK ABOVE FRAME
K. = GLAZED WALL PARTITION W/ NON-INSULATED STUD CORE ABOVE FRAME
RATED WALL ASSEMBLIES.1 = 1 HOUR RATED PARTITION ASSEMBLY
.2 = 2 HOUR RATED PARTITION ASSEMBLY
.3 = 3 HOUR RATED PARTITION ASSEMBLY
NOTE: IN RATED PARTITION ASSEMBLIES,SOUND ATTENUATION BLANKETS ARE TO BEUSED IN PARTITIONS SURROUNDING ORRUNNING ALONGSIDE OFFICES, RESTROOMS,& SERVER ROOMS, TYPICAL.
NOTE: SEE PARTITION SCHEDULE FORPARTITION MOCK-UP AND FULL DEFINITION
IBC SUMMARY LEGEND
1. EQUIPPED WITH AUTOMATIC SPRINKLER SYSTEM:
2. EQUIPPED WITH AUTOMATIC FIRE ALARM SYSTEM:
3. OCCUPANCY USE & CLASSIFICATION (SECTION 302):
4. CONSTRUCTION TYPE (TABLE 602) :
5a. ALLOWABLE AREA & HEIGHTS (TABLE 503):B:S-1:S-2:
6. ALLOWABLE AREA INCREASES (FRONTAGE : SECTION 506.2):B:S-1:S-2:
7. ALLOWABLE AREA INCREASES (SPRINKLER : SECTION 506.3):B:S-1:S-2:
8. TOTAL MODIFIED ALLOWABLE BUILDING AREA (ALLOWABLE + FRONTAGE + INCREASE):B:S-1:S-2:
9. ACTUAL BUILDING AREA (AS SHOWN ON EGRESS PLANS):FIRST FLOOR:B:S-1:S-2:SECOND FLOOR / MEZZANINE:B:S-1:S-2:
ACTUAL BUILDING HEIGHT:
10. OCCUPANCY SEPARATIONS (TABLE 508.4):B TO S-1 =B TO S-2 =S-2 TO S-1 =
11. MAXIMUM FLOOR AREA PER OCCUPANT (TABLE 1004.1.2):B (BUSINESS AREAS):S-1 (ACCESSORY STORAGE AREAS, MECH. EQUIP. ROOM):S-2 (ACCESSORY STORAGE AREAS, MECH. EQUIP. ROOM):
12. OCCUPANT LOAD (ITEM 9 DIVIDED BY ITEM 11):FIRST FLOOR:B:S-1:S-2:SECOND FLOOR / MEZZANINE:B:S-1:S-2:
13. FIRST FLOOR EGRESS WIDTH (SECTION 1005):NOTE: STAIRS USE A FACTOR OF 0.3 INCHES PER OCCUPANT& OTHER EGRESS COMPONENTS USE A FACTOR OF 0.2 INCH PER OCCUPANT
REQUIRED:B: DOOR / CORRIDOR:S-1: DOOR / CORRIDOR:S-2: DOOR / CORRIDOR:PROVIDED:B: DOOR / CORRIDOR:S-1: DOOR / CORRIDOR:S-2: DOOR / CORRIDOR:
14. SECOND FLOOR / MEZZANINE EGRESS WIDTH (SECTION 1005):NOTE: STAIRS USE A FACTOR OF 0.3 INCHES PER OCCUPANT& OTHER EGRESS COMPONENTS USE A FACTOR OF 0.2 INCH PER OCCUPANT
REQUIRED:B: DOOR / CORRIDOR: STAIRS:S-1: DOOR / CORRIDOR: STAIRS:S-2: DOOR / CORRIDOR: STAIRS:PROVIDED:B: DOOR / CORRIDOR: STAIRS:S-1: DOOR / CORRIDOR: STAIRS:S-2: DOOR / CORRIDOR: STAIRS:
15. SEISMIC CATEGORY (SEE STRUCTURAL FOR ADDITIONAL INFORMATION):
16. COMMON PATH OF EGRESS TRAVEL DISTANCE (TABLE 1014.3):NO SPRINKLER: WITH SPRINKLER:
B & S: 100' - 0" (< 30 OCC.) OR 75' - 0" ( >30 OCC.) 100' - 0"
17. EXIT ACCESS TRAVEL DISTANCE (TABLE 1016.2):NO SPRINKLER: WITH SPRINKLER:
B: 200' - 0" 300' - 0"S-1: 200' - 0" 250' - 0"S-2: 300' - 0" 400' - 0"
YES, NFPA 13
YES
MIXED SEPARATED: B, S-1, S-2
II-B
23,000 SF / 3 STORIES / 55'17,500 SF / 2 STORIES / 55'26,000 SF / 3 STORIES / 55'
NOT USEDNOT USEDNOT USED
23,000 SF X 300% = 69,000 SF17,500 SF X 300% = 52,500
26,000 SF X 300% = 78,000 SF
(SECTIONS 5 + 6 + 7) = 92,000 SF(SECTIONS 5 + 6 + 7) = 70,000 SF
(SECTIONS 5 + 6 + 7) = 104,000 SF
22,020 SF27,338 SF2,555 SF
0 HR1 HR1 HR
100 GROSS300 GROSS300 GROSS
(22,043 SF / 100 GROSS) = 221 OCCUPANTS(29,330 SF / 300 GROSS) = 98 OCCUPANTS
(2,555 SF / 300 GROSS) = 9 OCCUPANTS
(9,050 SF / 100 GROSS) = 91 OCCUPANTSN/A
(4,576 SF / 300 GROSS) = 16 OCCUPANTS
(7 @ 34") = 238"(8 @ 34") = 272"(1 @ 34") = 34"
B
(221 x .2) = 44.2"(98 x .2) = 19.6"
(9 x .2) = 1.8"
9,050 SFN/A
4,576 SF
(2 @ 44") = 88"N/A34"
(1@ 44") = 44"N/A
(1 @ 44") = 44"
(91 x .3) = 27"N/A
(16 x .3) = 4.8"
(91x .2) = 18"N/A
(16x .2) = 3.2"
ABBREVIATIONS@ ATA.B. ANCHOR BOLTACMU ARCHITECTURAL MASONRY UNITADJ ADJACENTA.F.F. ABOVE FINISH FLOORAIA AM INST OF ARCHITECTSAISC AM INST OF STEEL CONSTRUCTIONALT. ALTERNATEALUM. ALUMINUMARCH. ARCHITECTASTM AM SOC OF TESTING & MATERIALSBLKG. BLOCKINGC.I.P. CAST IN PLACECAB CABINETCJ CONTROL JOINTCLG CEILINGCMU CONCRETE MASONRY UNITCOL. COLUMNCONC. CONCRETECONT. CONTINUOUSC.O. CLEAN OUTCSI CONST. SPECIFICATIONS INSTITUTEDBL. DOUBLEDIA. DIAMETERDIAG. DIAGONALDWG DRAWINGDS DOWNSPOUTELEC. ELECTRICALEQ. EQUALEQUIP. EQUIPMENTEJ EXPANSION JOINTEXT. EXTERIORF.O. FACE OFF.T. FIRE TREATEDGA GAUGEGALV. GALVANIZED
INSUL. INSULATIONINT. INTERIORMATL MATERIALMAX. MAXIMUMMECH. MECHANICALMFR. MANUFACTURERMIN. MINIMUMMISC. MISCELLANEOUSM.O. MASONRY OPENINGN.I.C. NOT IN CONTRACTNTS NOT TO SCALEO.C. ON CENTEROPP. OPPOSITE HANDPLMB PLUMBINGP.T. PRESSURE TREATEDRAD. RADIUSRCP REFLECTED CEILING PLANREINF. REINFORCEMENTREQ'D REQUIREDR.L. RAIN LEADERR.O. ROUGH OPENINGS.A.B. SOUND ATTENUATION BATTSIM. SIMILARS.S. STAINLESS STEELSTD STANDARDTELE. TELEPHONET&G TOUNGUE AND GROOVETHK THICKNESST.O. TOP OFTYP. TYPICALU.N.O. UNLESS NOTED OTHERWISEV.I.F. VERIFY IN FIELDWWF WELDED WIRE FABRICWWM WELDED WIRE MESH
1/16" = 1'-0"First Floor Area & Egress Plan1NMN
PLUMBING COUNT LEGEND1. OCCUPANT LOAD (FROM ITEM # 12 IN THE IBC SUMMARY LEGEND):
FIRST FLOOR: CLASSIFICATION TOTAL OCCUPANCY OCCUPANCY PER SEXB: BUSINESSS-1 & S-2: STORAGE
SECOND FLOOR: CLASSIFICATION TOTAL OCCUPANCY OCCUPANCY PER SEXB: BUSINESSS-1 & S-2: STORAGE
2. MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES PER CLASSIFICATION (TABLE 2902.1 IBC):
BUSINESS: WATER CLOSETS (M/F) LAVATORIES (M/F) DRINK. FTN. SERV. SINK
STORAGE: WATER CLOSETS (M/F) LAVATORIES (M/F) DRINK. FTN. SERV. SINK
3. FIRST FLOOR MIN. NUMBER OF REQUIRED PLUMBING FIXTURES (SECTION 2902 IBC):
REQUIRED: WATER CLOSETS (M/F) LAVATORIES (M/F) DRINK. FTN. SERV. SINKB:S-1 & S-2:PROVIDED:B:S-1 & S-2:
4. SECOND FLOOR MIN. NUMBER OF REQUIRED PLUMBING FIXTURES (SECTION 2902 IBC):
REQUIRED: WATER CLOSETS (M/F) LAVATORIES (M/F) DRINK. FTN. SERV. SINKB:S-1 & S-2:PROVIDED:B:S-1 & S-2:
1 PER 25 FOR THEFIRST 50 & 1 PER
50 FOR THEREMAINDER
EXCEEDING 50
1 PER 40 FORTHE FIRST 80 &1 PER 80 FOR
THE REMAINDEREXCEEDING 80
1 PER 100 1 SERVICESINK W/ AN
OCCUP.LOAD OF 15OR FEWER
1 PER 100 1 PER 100 1 PER 1,000 1 SERVICESINK
34 3
221107
1
10749
34 235 2
11
11 1 12 1 12
22 1 1
9016
458
SEE 1ST FLSEE 1ST FL 1 ??2 1 12
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1/16" = 1'-0"Second Floor Area & Egress Plan2NMN
2 STORIES / 38'
Signed & Sealed :
rele
ased
for c
onst
ruct
ion
Client :
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Sheet Title :
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This drawing may not be reproduced inwhole or in part without written
permission of SPARC+, LLC. it is to bereturned upon request. Scales as statedare only valid on the original drawings.
BMW
of D
enve
r10
40 S
. Col
orad
o Bl
vd,
Den
ver,
CO
802
46
Sonic Automotive, Inc.
4401 Colwick RoadCharlotte NC, 28211
150201AuthorCheckerApprover
ComCheck
G003
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