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1345606-28-2013
PROJECT INFORMATION BLOCK
AND SHEET INDEX
Christopher G. Kirschner, AIA
North Carolina Registration
COVER SHEET
Architect of Record:
A0.0
Hickory, North Carolina 28602
No. 10173
2060 US Highway 70 S.E.
PDQ
SEAL
DRAWINGS ISSUED
06-28-2013 PERMIT SET
PLUMBING RISER DIAGRAM DOMESTIC WATER & GAS
CIVIL PLANS ISSUED UNDER SEPARATE PERMIT
ELECTRICAL SCHEDULES AND RISER DIAGRAMS
KITCHEN SCHEDULES, NOTES AND DETAILSKITCHEN SCHEDULES, NOTES AND DETAILSKITCHEN SCHEDULES, NOTES AND DETAILSKITCHEN SCHEDULES, NOTES AND DETAILSKITCHEN SCHEDULES, NOTES AND DETAILS
ELECTRICAL LEGEND AND SPECIFICATION
PLUMBING RISER DIAGRAM SANITARY
FOOD SERVICE - FOR REFERENCE ONLY
POWER AND COMMUNICATION PLAN
ELEVATIONS - KITCHEN EQUIPMENT
LUMINAIRE SCHEDULE AND DETAILS
PLUMBING PLAN WATER AND GAS
FOOD SERVICE ELECTRICAL PLAN
MECHANICAL SPECIFICATIONS
UNDER SLAB UTILITIES PLAN
SHEET INDEX CONT'D
PLUMBING SPECIFICATIONS
ELECTRICAL LIGHTING PLAN
MECHANICAL FLOOR PLAN
MECHANICAL ROOF PLAN
ELECTRICAL SITE PLAN
ELECTRICAL ROOF PLAN
PLUMBING PLAN WASTE
MECHANICAL DRAWINGS
MECHANICAL DETAILS
PLUMBING ROOF PLAN
ELECTRICAL DRAWINGSWALL BACKING PLAN
PLUMBING DRAWINGS
PLUMBING DETAILSEXHAUST DETAILSEXHAUST DETAILSEXHAUST DETAILSEXHAUST DETAILS
ELECTRICAL PLAN
EQUIPMENT PLAN
WALK-IN DETAILS
PLUMBING PLAN
EXHAUST PLAN
FIRE PROTECTION
CIVIL DRAWINGS
ES1.0FS1.0FS2.0FS3.0FS4.0FS5.0FS5.1FS5.2FS5.3FS5.4FS6.0FS7.0FS8.0
M0.0M1.1M1.2M5.1M5.2M5.3M5.4M5.5M5.6
P0.0P1.0P1.2P1.3P1.4P5.1P5.2
E0.0E0.1E1.1E1.2E1.3E1.4E1.5
DRAWINGS ISSUED
06-28-2013 PERMIT SET
STORAGE & TRASH ENCLOSURE AND ELEVATIONS
DOOR AND WINDOW SCHEDULE AND LEGEND
ENLARGED CASEWORK PLANS AND DETAILSENLARGED CASEWORK PLANS AND DETAILSENLARGED CASEWORK PLANS AND DETAILSENLARGED CASEWORK PLANS AND DETAILS
STRUCTURAL NOTES AND ABBREVIATIONS
WIND PRESSURES AND DIAGRAMS
TYPICAL LIGHT GAUGE DETAILSTYPICAL LIGHT GAUGE DETAILS
TYPICAL FOUNDATION DETAILS
HIGH CANOPY FRAMING PLAN
LOW CANOPY FRAMING PLANTRASH AND STORAGE PLANS
ENLARGED RESTROOM PLAN
FINISH SCHEDULE & LEGEND
REFLECTED CEILING PLAN
ARCHITECTURAL DRAWINGS
SECTIONS AND DETAILSSECTIONS AND DETAILS
TYPICAL ROOF DETAILS
EXTERIOR ELEVATIONSEXTERIOR ELEVATIONS
INTERIOR ELEVATIONSINTERIOR ELEVATIONSINTERIOR ELEVATIONS
STRUCTURAL DRAWINGS
ROOF FRAMING PLAN
FOUNDATION PLAN
FRAME ELEVATIONS
BUILDING SECTIONS
WALL & ROOF TYPES
SHELL / SLAB PLAN
LIFE SAFETY PLAN
DIMENSION PLAN
WALL SECTIONSWALL SECTIONS
COVER SHEET
SOFFIT PLAN
FLOOR PLAN
FINISH PLAN
SHEET INDEX
ROOF PLAN
DETAILSDETAILSDETAILSDETAILSDETAILS
A6.2
A0.0A0.1A0.2A1.0A1.1A2.1A2.2A3.1A4.1A4.2A4.3A4.4A4.5A4.6A4.7A4.8A4.9A5.1A5.2A5.3A5.4A5.5A6.1
A1.2A1.3A1.4A1.5A1.6A1.7
S0.1S0.2S1.1S1.2S1.3S1.4S1.5S2.0S2.1S2.2S2.3S3.0S3.1S4.0
GENERAL TYPE OF CONSTRUCTION DESIRED AND ARE INTENDED TO IMPLY THE FINEST QUALITY OF
5.BEFORE BEGINNING WORK AT THE SITE, WHERE POSSIBLE, AND THROUGHOUT THE COURSE OF THE
19.ALL SEPARATED STRUCTURES WILL HAVE PERMITS. (SIGNS, MENU BOARD, DUMPSTER ENCLOSURE,
NOT LIMITED TO THE LOCATION OF UTILITIES AND BUILDING DIMENSIONS, AFFECTED BY THE WORK
TOPSOIL REQUIRED IN ADDITION TO THAT ON SITE, AT THE TIME OF THE PRE-BID MEETING, IN BASE
CONDITIONS, ETC., VERIFICATION MUST BE DONE IN THE FIELD. LARGE SCALE DRAWINGS HAVE
21.ACTUAL LOCATIONS OF LIGHT FIXTURES, PLUMBING FIXTURES, ETC., ARE TO BE AS INDICATED ON
UNDER THIS CONTRACT AND REPORT DISCREPANCIES TO THE ARCHITECT BEFORE DOING WORK
DRAWINGS FOR NEW PRODUCTS ARE TO ESTABLISH QUALITY REQUIRED. IN EACH CASE ADD, BY
TRANSFORMER, PAD, PRIMARY & SECONDARY CONDUITS, AND SECONDARY CABLING IN BASEARCHITECTURAL DRAWINGS. ANY CONFLICTS WITH MEP DRAWINGS ARE TO BE RESOLVED WITH
8.THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL APPLICABLE DIMENSIONS OF FIXTURES
13.GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE OWNER'S VENDORS ON SITE
INDICATED ON THESE DRAWINGS. GENERAL CONTRACTOR SHALL INCLUDE THE COST OF ANY
10.GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL SITE CUT & FILL TO ATTAIN FINISH GRADES ASBASE. SEE SHEET L-1 TO VERIFY IF REQUIRED. GENERAL CONTRACTOR TO PROVIDE ROUGH-IN &
1.ALL WORK SHALL BE IN COMPLIANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL BUILDINGWORK, INSPECT AND VERIFY THE LOCATION AND CONDITION OF EVERY ITEM, INCLUDING BUT
14.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SET-UP AND COORDINATION OF ALL THE
MONUMENT SIGN BASE (CONCRETE, STONE, BRICK, ETC.) IF PROJECT REQUIRES DECORATIVE
UTILITY SERVICES FOR THE PROJECT. GENERAL CONTRACTOR SHALL ALSO OBTAIN FINAL SITE
SPECIFICATIONS TO EACH SUB-CONTRACTOR AND FOR INSURING THAT THE WORK OF EACH
PROJECT LOCATION
CONSTRUCTION AND REPORT ANY DISCREPANCIES IN GRADES AS COMPARED TO EXISTING
22.DIMENSIONS TO EXTERIOR WALL ARE TO EXTERIOR FACE OF CMU OR FACE OF STUD WALL.
9.UPON COMPLETION OF PROJECT, OBTAIN ALL FINAL INSPECTIONS AS REQUIRED BY LOCAL
3.THE CONSTRUCTION NOTES AND DRAWINGS ARE SUPPLIED TO ILLUSTRATE THE DESIGN AND
6.CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING IN WALLS FOR SUPPORT OF ALL
GRADES INDICATED ON CIVIL DRAWINGS. SUBMIT A COPY OF TOPOGRAPHIC SURVEY TO
SUB-CONTRACTOR IS COORDINATED WITH THE WORK OF ALL OTHER SUB-CONTRACTOR.
24.TRADE, PRODUCT, OR MANUFACTURER'S NAMES OR CATALOG NUMBER SHOWN ON THE
CODES, REGULATIONS, ORDINANCES AND STANDARDS INCLUDING ADA AND OR OTHER
23.DIMENSIONS OF INTERIOR PARTITIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE.
2.GENERAL CONTRACTOR SHALL COORDINATE WITH THE OWNER'S VENDORS REGARDING
N
12.SIGNS, EXCEPT AS INDICATED ON CIVIL DRAWINGS AND ADA TOILET ROOM SIGNS, ARE
11.GENERAL CONTRACTOR SHALL INCLUDE THE COST OF POWER COMPANY ELECTRICAL
18. GENERAL CONTRACTOR SHALL PERFORM A TOPOGRAPHIC SURVEY PRIOR TO STARTINGINFERENCE, AFTER TRADE, PRODUCT OR MANUFACTURER'S NAME, THE PHRASE "OR, AS
ARCHITECT AND INDICATE ANY DISCREPANCIES ON SURVEY PRIOR TO COMMENCING
JURISDICTIONS AND FURNISH OWNER WITH EVIDENCE OF ALL SUCH INSPECTIONS AND
PROVIDED BY OWNER'S SIGN CONTRACTOR. OWNER'S SIGN VENDOR WILL PROVIDE20.CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE SET OF DRAWINGS AND
4.THE DRAWINGS ARE NOT TO BE SCALED. FOR INFORMATION CONCERNING EXISTING
7.ALL PENETRATIONS SHALL RECEIVE CAULKING TO SEAL ANY TYPE OF ENERGY LOSS.
EQUIPMENT, SHELVING, ACCESSORIES, SIGNAGE, AND OTHER DEVICES REQUIRED.
CONSTRUCTION, MATERIAL AND WORKMANSHIP THROUGHOUT.
AND EQUIPMENT SUPPLIED AND/OR INSTALLED BY OTHERS.
SCHEDULING AND SEQUENCING OF THE WORK.
PRECEDENCE OVER SMALL SCALE DRAWINGS.
THE ARCHITECT PRIOR TO CONSTRUCTION.
RELATED TO THAT BEING INSPECTED.
HANDICAP ACCESSIBILITY CODES.
CERTIFICATES OF OCCUPANCY.
APPROVED BY ARCHITECT."
DURING CONSTRUCTION.
GENERAL NOTES
LOCATION MAP
FINAL CONNECTION.
AND SITE LIGHTING.)
EARTHWORK.
ADDRESS.
BID.BID.
CONTACT: LINWOOD SCHULTZ, P.E., S.I.
TRC WORLDWIDE ENGINEERING, INC.
GREENVILLE, SOUTH CAROLINA 29601
GREENVILLE, SOUTH CAROLINA 29601
19 WASHINGTON PARK , SUITE 100
3820 NORTHDALE BLVD, STE 210B
19 WASHINGTON PARK, SUITE 100
BLUEWATER CIVIL DESIGN,LLC
BLUEWATER CIVIL DESIGN,LLC
CONTACT: PATRICK PANTANO
CONTACT: MICHAEL MacNABB
CONTACT: CHRIS PRICE,P.E.
STRUCTURAL ENGINEER
TAMPA, FLORIDA 33624
LANDSCAPE ARCHITECT
TAMPA, FLORIDA 33634
KITCHEN CONSULTANT
PHONE: 813-960-3895PHONE: 813-983-2121
PHONE: 864-735-5376
PHONE: 864-735-5376
Hickory, North Carolina 28602
5843 BARRY ROAD
FAX: 813-882-3075
CIVIL ENGINEER
2060 US Highway 70 S.E.
STRATEGIC
City of Hickory
ENGINEERING PROFESSIONALS, INC.ENGINEERING PROFESSIONALS, INC.ENGINEERING PROFESSIONALS, INC.
CRAIG KALHOEFER, P.E.
CONTACT: GARY STENLUND, P.E.CONTACT: GARY STENLUND, P.E.CONTACT: GARY STENLUND, P.E.
HAROLD HART AND ASSOCIATES
FIRE PROTECTION ENGINEER
1717 NORTH HOWARD AVE.1717 NORTH HOWARD AVE.1717 NORTH HOWARD AVE.
4201 WEST GRAY STREET
MECHANICAL ENGINEER
TAMPA, FLORIDA 33607TAMPA, FLORIDA 33607TAMPA, FLORIDA 33607TAMPA, FLORIDA 33609
ELECTRICAL ENGINEER
PLUMBING ENGINEER
PHONE: 813-251-6848PHONE: 813-251-6848PHONE: 813-251-6848PHONE: 813-287-2719
FAX: 813-287-5704
CONTACT:
OWNER & CONSULTANTS
100 SOUTH ASHLEY DRIVE, SUITE 100
CONTACT: C. TIMOTHY VINING, PRES.
CONTACT: CHRIS KIRSCHNER, AIA
BRADENTON, FLORIDA 34205
2520 MANATEE AVE WEST
TAMPA, FLORIDA 33602
MVP HOLDINGS - PDQ
PHONE: 813-323-9233
PHONE: 941-713-3330
BDG ARCHITECTSFAX: 813-323-9238
CONTRACTOR
ARCHITECT
SUITE 200
OWNER
TBD
1345606-28-2013
CODE REVIEW AND
PROJECT INFORMATION BLOCK
Christopher G. Kirschner, AIA
North Carolina Registration
LIFE SAFETY
Architect of Record:
Hickory, North Carolina 28602
A0.1
No. 10173
PLAN
2060 US Highway 70 S.E.
PDQ
SEAL
SCALE
INSTALLED IN ACCORDANCE WITH NFPA 101, 7-6.29, AND
POWERED BY BUILDING ELECTRICAL SYSTEM AND
1.SMOKE DETECTORS SHALL BE CONTINUOUSLY
LIFE SAFETY GENERAL NOTES
NFPA 74 WITH BATTERY BACKUP.
60 OCCUPANTS (TABLES & CHAIRS, COUNTERTOP
45' - 10" MINIMUM EXIT SEPARATION REQUIRED
5% (OF SEATING @ FIXED TABLES W/ MIN. = 1)
PROVIDED: 1 MALE AND 1 FEMALE.
*(419.2 - URINAL SUBSTITUTION)
NOT REQUIRED, NOT PROVIDED
200 FEET MAX. (UNSPRINKLED)
1 STORY (SECT. 504.2)
40 FEET (SECT. 504.2)
54 OCCUPANTS (BOOTHS)
SEATING)
2 REQUIRED, 2 PROVIDED*
INTERIOR OCCUPANT LOAD CALCULATION (TABLE 1004.1 & SECTION 1004.7)
2 REQUIRED, 2 PROVIDED
1 REQUIRED, 1 PROVIDED1 REQUIRED, 1 PROVIDED
36 INCHES MIN./SEATING
REQUIRED: 1 IN EACH
0 HOUR (TABLE 602 )
OCCUPANCY- ASSEMBLY A-2 RESTAURANT; OCCUPANCY CATEGORY - II
KITCHEN AND HOSPITALITY HOUSE 9 OCCUPANTS49 OCCUPANTS44 INCHES MIN.172 OCCUPANTS x 0.2"/OCCUPANT 34 INCHES MIN.
172 OCCUPANTS
42 NSF
4,322 NSF4,364 NSF
6,000 NSF
NORTH CAROLINA ENERGY CONSERVATION CODE: 2009 EDITION
1 STORY
20 FEET MAX.
75 FEET MAX.
27 FEET
PLUMBING FIXTURES REQUIREMENTS (172 OCCUPANTS)(TABLE 403.1)
EXIT DISTANCE REQUIREMENT W/O FIRE PROTECTION (1015.2.1)
CONSTRUCTION TYPE: V-B, UNSPRINKLED ( FIRE CODE 903.2.1.2)
ACTUAL SEPARATION PROVIDED50' - 11"
CLASS BCLASS C
0 HOUR0 HOUR0 HOUR0 HOUR0 HOUR
DIAGONAL DIMENSION OF BUILDING91' - 9"
2 EXITS2 EXITS
PROJECT DATA - PROJECT AREA
NORTH CAROLINA MECHANICAL CODE: 2009 EDITION
NORTH CAROLINA ELECTRICAL CODE: 2008 EDITION
FIRE RESISTANCE REQUIREMENTS - TYPE V-B (TABLE 601)
NORTH CAROLINA PLUMBING CODE: 2009 EDITION
NORTH CAROLINA BUILDING CODE: 2009 EDITION
NORTH CAROLINA FUEL-GAS CODE: 2009 EDITION
JURISDICTION: CITY OF HICKORY, NORTH CAROLINA
PROPOSED OVERALL BUILDING( A/C AREA)
NORTH CAROLINA FIRE CODE: 2009 EDITION
EXIT AISLE WIDTH FOR TABLES AND CHAIRS
ALLOWABLE HEIGHT AND AREAS - TABLE 503)
EXTERIOR & INTERIOR BEARING WALLS
UNCONCENTRATED SEATING
CODE INFORMATION 1/2 DIAGONAL DIMENSION
(TABLE 1016.1 AND 1028.7)
(PLUMBING CODE- 410.1)
ROOMS AND ENCLOSED SPACES
ACCESSIBILE SEATING (1109.10)
EXTERIOR NON-BEARING WALLS(WATERCLOSETS,LAVATORIES)
INTERIOR NON-BEARING WALLS
EXIT ACCESS TRAVEL DISTANCE
EXIT ACCESS AND CORRIDORS
EXIT REQUIREMENTS (TABLE 1021.1)
EXITING AND EXIT ARRANGEMENT
COMMON PATH OF TRAVEL
RESTROOMS (1109.2.2 & .3)
TOTAL OCCUPANTS
FEMALE (1 PER 200)
INTERIOR FINISHES (TABLE 803.9)
FEMALE (1 PER 75)
STANDING SPACE
MALE (1 PER 200)
MALE (1 PER 75)
ALLOWABLE STORIES FLOOR CONSTRUCTION
ACCESSIBLE FIXTURES
ALLOWABLE HEIGHT ROOF CONSTRUCTION
INTERIOR OCCUPANTS
DEAD END CORRIDOR
MECHANICAL ROOM
DRINKING FOUNTAINS
FIXED SEATING
ALLOWABLE AREA PROPOSED STORIES
PROPOSED HEIGHT
STRUCTURAL FRAMEMINIMUM REQUIRED
(1028.9.1)
CORRIDOR WIDTH
APPLICABLE CODES
(1028.8)(1018.4)(1018.2)(1005.1)
EXITS PROVIDED
WATER CLOSET
TOTAL AREA
LAVATORIES
EXIT WIDTH
ACCESSIBILITY
EGRESS
1345606-28-2013
PROJECT INFORMATION BLOCK
Christopher G. Kirschner, AIA
North Carolina Registration
Architect of Record:
STRUCTURE
TRASH AND
STORAGE
Hickory, North Carolina 28602
A0.2
No. 10173
2060 US Highway 70 S.E.
PDQ
SEAL
51
3.3/8" SCRATCH COAT AND 1/4" FINISH COAT OVER CMU
P-X
2.REFER TO SHEET A1.4 FOR PAINT COLORS
3/4"=1'-0"1/4"=1'-0"
1.DIMENSIONS ARE FROM TOP OF SLAB.
OR CAST IN PLACE CONCRETE
BOLLARD DETAIL
FLOOR PLAN
GENERAL NOTES
BOTTOM @ 16" O.C. AND 24" O.C. AT MID SPAN (MECHANICALLY ATTACH 6
2.SMOOTH STUCCO. PAINTED STUCCO. MATCH PRIMARY BUILDING.
19.18 G.A. MINI-V-BEAM MTL. ROOF DECKING ATTACH PANELS TOP &
12.WELDED STEEL TUBE FRAME GATE WITH HOLD OPEN MECHANISM
21.4" x 14" x 1/4" STL. PLATE FOR CANE BOLT. WELD TO STL ANGLE @
18.18" STANLEY #1010 STEEL CANE BOLT. ONE PER GATE. WELD TO
STEEL PLATE ON GATE. SEE NOTE 21 FOR STEEL PLATE.
3/4"=1'-0"
14.STEEL DOOR WITH LOUVER. ( REFER TO SCHEDULE)
15.HOSE BIB. COORDINATE WITH PLUMBING DRAWING
STEEL HINGE DETAIL
20.HEAVY DUTY CASTER ONE PER GATE.
6.CONCRETE FLOOR (SMOOTH FINISH)
5.CONCRETE SLAB (BROOM FINISH)
TO FRAME AT EVERY FLUTE).
X
17.SEE A 0.0, NOTE 13.
11.STEEL GATE POST
KEYNOTES
9.FLOOR DRAIN
BOTH SIDES
7.DUMPSTER
4.DRIP EDGE
1.RESERVED3.RESERVED10.RESERVED13.RESERVED16.RESERVED
8.BOLLARD
2
10
97
1/4"=1'-0"
1/4"=1'-0"1/4"=1'-0"1/4"=1'-0"
ROOF PLAN
SIDE ELEVATIONREAR ELEVATION
FRONT ELEVATION
3
3/4"=1'-0"
11
8
WALL SECTION
1/4"=1'-0"
3"=1'-0"
DETAIL
SIDE ELEVATION
4
3/4"=1'-0"
WALL SECTION
1345606-28-2013
PROJECT INFORMATION BLOCK
Christopher G. Kirschner, AIA
North Carolina Registration
SHELL / SLAB
Architect of Record:
Hickory, North Carolina 28602
A1.0
No. 10173
PLAN
2060 US Highway 70 S.E.
PDQ
SEAL
1.SEE FOOD SERVICE DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF
3.CONCRETE FLOOR SURFACE SHALL BE SMOOTH AND READY TO RECEIVE
2.PROVIDE PITCHED CONCRETE AT ALL FLOOR DRAIN LOCATIONS.
SCALE
4.SEE DIMENSIONED FLOOR PLAN FOR ALL WALL LOCATIONS.
FINISHES AS REQUIRED BY FINISH FLOOR MANUFACTURER.
SHELL PLAN GENERAL NOTES
FLOOR DRAINS AND FLOOR SINKS.
DIRECTION OF SLOPE (MAXIMUM OF
FLOOR DRAIN - ARROWS INDICATE
1/8" PER FOOT)
SHELL PLAN LEGEND
STRUCTURE SIDEWALLS. ALSO, A VERTICAL CHEMICAL BARRIER SHALL BE
APPROVED WITH RESPECT TO PRE-CONSTRUCTION SOIL TREATMENT FOR
INITIAL LANDSCAPING AND IRRIGATION/SPRINKLER INSTALLATION. ANY
APPLIED PROMPTLY AFTER CONSTRUCTION IS COMPLETED, INCLUDING
7. THE RULED AND LAWS AS ESTABLISHED BY THE STATE DEPARTMENT OF
ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA
EXTERIOR CONCRETE OR GRADE WITHIN ONE (1) FOOT OF PRIMARY
8. A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING
SOIL DISTURBED AFTER THE CHEMICAL VERTICAL BARRIER IS APPLIED
6. CHEMICAL SOIL TREATMENTS SHALL ALSO BE APPLIED UNDER ALL
AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS
DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT
9. "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN
PROTECTION AGAINST SUBTERRANEAN TERMITES.
CONTAINS THE FOLLOWING STATEMENT:
SHALL BE PROMPTLY RE-TREATED.
4. CHEMICALLY TREATED SOIL SHALL BE PROTECTED WITH A MINIMUM 6 MIL
PLANNED SOIL DISTURBANCE AFTER INITIAL CHEMICAL SOIL TREATMENT.
2. SOIL AREA DISTURED AFTER INITIAL CHEMICAL SOIL TREATMENT SHALL BE
PERMANENTLY PLACED FORMS OF SUFFICIENT DEPTH TO ELIMINATE ANY
CONCRETE FLOOR IS POURED, SHALL BE DONE IN SUCH A MANNER AS
1. SOIL TREATMENT FOR SUBTERRANEAN TERMITE PREVENTION INSIDE THERE-TREATMENT IS REQUIRED. ANY WORK, INCLUDING PLACEMENT OF
FOUNDATION PERIMETER SHALL BE DONE AFTER ALL EXCAVATION,
REINFORCING STEEL, DONE AFTER CHEMICAL TREATMENT UNTIL THE
5. CONCRETE OVER-POUR OR MORTOR ACCUMULATED ALONG THE
TREATED WITH A CHEMICAL SOIL TREATMENT, INCLUDING SPACESSUBSEQUENT INSTALLATION OF PLUMBING TRAPS, DRAINS OR ANY
OTHER PURPOSE SHALL BE CREATED BY USING PLASTIC OR METAL
EXTERIOR FOUNDATION PERIMETER SHALL BE REMOVED PRIOR TO
3. SPACE IN CONCRETE FLOORS BOXED OUT OR FORMED FOR THE
VAPOR RETARDER TO PROTECT AGAINST RAINFALL DILUTION. IF
EXTERIOR CHEMICAL SOIL TREATMENT, TO ENHANCE VERTICAL
RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT,
TO AVOID PENETRATING OR DISTURBING TREATED SOIL.
BACKFILLING AND COMPLETION IS COMPLETE.NG
TERMITE PROTECTION
PENETRATION OF THE CHEMICALS.
BOXED OR FORMED.
1345606-28-2013
PROJECT INFORMATION BLOCK
Christopher G. Kirschner, AIA
North Carolina Registration
Architect of Record:
DIMENSION
Hickory, North Carolina 28602
A1.1
No. 10173
PLAN
2060 US Highway 70 S.E.
PDQ
SEAL
1
NO ASTERISK DENOTES LOWER (GROUND) STOREFRONT
NOTE: REFER TO EXTERIOR ELEVATIONS AND WINDOW/DOOR
ONE ASTERISK DENOTES INTERMEDIATE STOREFRONT
SCHEDULE FOR ADDITIONAL STOREFRONT INFORMATION
TWO ASTERISKS DENOTE UPPER STOREFRONT
WALL TYPE, REFER TO WALL TYPE SCHEDULE
1/4"=1'-0"
DOOR TYPE, REFER TO DOOR SCHEDULE
SCALE
DIMENSION PLAN LEGEND
DIMENSION PLAN
X1X1X1
01
X
*
**
INCLUDE BLOCKING FOR GRAB BARS AT ALL LOCATIONS.
CONTRACTOR SHALL PROVIDE SOLID BLOCKING FOR ALL
7.REFER TO FOOD SERVICE DRAWINGS FOR ADDITIONALREQUIRED WALL BLOCKING FOR KITCHEN EQUIPMENT.
CABINETS, CEILING FANS, AND BATH ACCESSORIES.
6.FOR PROPER / CLEAN INSTALLATION, FRAMING
DIMENSION PLAN GENERAL NOTES
4.ALL PLUMBING WALLS SHALL BE FRAMED W/ METAL STUDS,
3.DOOR LOCATIONS NOT DIMENSIONED SHALL BE LOCATED
1.ALL EXTERIOR FLOOR PLAN DIMENSIONS ARE TO FACE OF
STUD FRAMING UNLESS NOTED OTHERWISE . ALL INTERIOR
FLOOR PLAN DIMENSIONS ARE TO FACE OF STUD UNLESS
5.CONTRACTOR TO VERIFY AND COORDINATE PLUMBING
2.ALL OPENINGS ARE DIMENSIONED TO CENTERLINE OF
AT MIDPOINT OF WALL OR 3" CLEAR OF ROOM FROM
REFER TO PLANS FOR ACTUAL LOCATIONS.
ROUGH-IN DIMENSIONS WITH PLUMBER.
OPENING UNLESS NOTED OTHERWISE.
ADJACENT WALL CORNER, TYPICAL
NOTED OTHERWISE.
1345606-28-2013
PROJECT INFORMATION BLOCK
Christopher G. Kirschner, AIA
North Carolina Registration
Architect of Record:
Hickory, North Carolina 28602
A1.2
FLOOR
No. 10173
PLAN
2060 US Highway 70 S.E.
PDQ
SEAL
1
6.REFER TO INTERIOR ELEVATIONS AND DETAILS FOR WALL HEIGHTS (TYP.)
3.USE CEMENT BOARD 18" UP AT ALL KITCHEN WET WALLS & RESTROOM.
2.SEE FOOD SERVICE DRAWINGS FOR EXACT LOCATION OF KITCHEN
1/4"=1'-0"
4.ALL LOW WALLS IN DINING AREA BY GENERAL CONTRACTOR.
SCALE
FLOOR PLAN GENERAL NOTES
5.REFER TO ELEVATIONS FOR ALL WALL FINISHES (TYP.)
FLOOR PLAN
1.SEE SHEET A6.2 FOR WALL TYPES.
EQUIPMENT.
10.BOLLARD, SEE DETAIL 5/ A-0.2 & CIVIL DWGS. FOR LOCATION
12.OIL COLLECTION PIPING, SEE PLUMBING DRAWINGS
13.KNOX BOX - VERIFY LOCATION WITH FIRE MARSHAL
X
2.ELECTRICAL PANEL (SEE ENGINEERING SHEETS)
FLOOR PLAN KEY NOTES
6.UNIT HEATER, SEE MECHANICAL SHEETS
8.HAND SINK WITH S.S. BACK SPLASH
9.TREX GUARD RAILING AT 30" AFF
BY CABINET SUB-CONTRACTOR
11.SIGNAGE (SEPARATE PERMIT)
4.WATER SOFTENER SYSTEM
1.ROOF ACCESS LADDER
3.ELECTRICAL METER
7.GAS METER
5.CO2 TANK
14.FIRE RISER
1345606-28-2013
PROJECT INFORMATION BLOCK
Christopher G. Kirschner, AIA
North Carolina Registration
Architect of Record:
FINISH PLAN
Hickory, North Carolina 28602
A1.3
No. 10173
2060 US Highway 70 S.E.
PDQ
SEAL
1
1/4"=1'-0"
SCALE
FLOOR PLAN
1345606-28-2013
PROJECT INFORMATION BLOCK
FINISH SCHEDULE
Christopher G. Kirschner, AIA
North Carolina Registration
Architect of Record:AND LEGEND
Hickory, North Carolina 28602
A1.4
No. 10173
2060 US Highway 70 S.E.
PDQ
SEAL
1345606-28-2013
PROJECT INFORMATION BLOCK
Christopher G. Kirschner, AIA
North Carolina Registration
Architect of Record:
CEILING PLAN
REFLECTED
Hickory, North Carolina 28602 A1.5
No. 10173
2060 US Highway 70 S.E.
PDQ
SEAL
1
9.CENTER ALL LIGHTS ON SOFFIT OR BETWEEN SOFFITS UNLESS OTHERWISE
8.REFER TO ARCHITECTURAL ELEVATIONS FOR EXTERIOR WALL MOUNTED
10.CONTRACTOR TO FIELD VERIFY LOCATION OF LIGHTING FIXTURES AND
4.85.87.1
10
12.SEE SHEET A1.6 FOR SOFFIT OVER HANG PLANS. SEE A1.7 FOR ROOF
124
11.PROVIDE ACCESS PANELS IN HARD CEILING AREAS FOR SHUT OFF
VALVES - VERIFY LOCATIONS OF VALVES WITH ARCHITECT.
1/4"=1'-0"
REVIEW SPECIFIC LOCATIONS WITH ARCHITECT PRIOR TO
SCALE
13.ALL EXPOSED JOISTS AND DUCT TO BE PAINTED P-3.
A
REFLECTED CEILING PLAN
B
NL
FIXTURE HEIGHTS.
HOSPITALITY HOUSE
INSTALLATION.
C
MECHANICAL
CEILINGHEIGHT
NOTED.ACT-1
8'-0"
113
112
PLAN.
REFLECTED CEILING PLAN GENERAL NOTES
DD
MOP SINK
CEILINGHEIGHT
SOFFITT
10'-2"ACT-1 HEIGHT
7'-11"
115
3.REFER TO MECHANICAL DRAWINGS FOR MECHANICAL EQUIPMENT
5.CEILING TO BE SMOOTH AND WASHABLE ABOVE FOOD SERVICE
2.REFER TO LEGEND AND ELECTRICAL DRAWINGS FOR CEILING
6.SEE ELECTRICAL DRAWINGS FOR LIGHTING SPECIFICATION.
1.SEE ELECTRICAL DRAWINGS FOR POWER AND ADDITIONAL7.SEE ELECTRICAL DRAWINGS FOR POWER AND ADDITIONALCOOLER
114
4.DOWN LIGHTS TO HAVE SHATTERPROOF COVERS.
FOOD PREP
CEILINGHEIGHT
ACT-1
10'-2"
111
EE
8
ELECTRICAL REQUIREMENTS.
ELECTRICAL REQUIREMENT.
ACT-1
BEVERAGE PREP
CEILING
HEIGHT
10'-2"
WOMEN
CEILINGHEIGHT
116
8'-0"
REQUIREMENTS.
107PT-1
FIXTURES.
AREA.WASH AREA
CEILINGHEIGHT
10'-2"
ACT-1
111
HOOD
E.8
VESTIBULE
CEILINGHEIGHT
8'-0"
F
PT-1
105
SOFFITT
CEILING
HEIGHT
HEIGHT
8'-0"
9'-2"
MEN
106PT-1
CEILINGHEIGHT
HOOD OFFICE
ACT-1
8'-0"
108
G
EQ.
EXPO KITCHEN
G.2
CEILINGHEIGHT
9'-3"ACT-2
109
8
BEVERAGE VESTIBULE
PICK UP
CEILINGHEIGHT
TYP.
5'-8"9'-9"
110
PT-1
104
X
1'-4" V.I.F.
"
8
-
P
'
9
REFLECTED CEILING PLAN KEY NOTES
1
8
6.PROVIDE ELECTRICAL BOX AT CEILING ABOVE WITH SUPPORT
BETWEEN CANOPY STRUCTURE - COORDINATE WITH VENDOR
7.PROVIDE ELECTRICAL OUTLETS ON TOP OF STEEL JOIST WITH
10.WALL MOUNTED LIGHT FIXTURES LOW (8'-0") & HIGH (12'-4)
8.SODA LINE CONDUIT RUN ABOVE CEILING (CONCEALED)EQ.
5.PROVIDE METAL 1" CONDUIT SLEEVE FOR SPEAKER WIRING
3/4" METAL CONDUIT TO OFFICE FOR SOUND SYSTEM PER
SUPPORTS TO STRUCTURE - SEE STRUCTURAL ENGINEERS
OF 120 LBS PER SPEAKER PER VENDOR REQUIREMENTS.
P
DRAWINGS VERIFY MOUNTING HEIGHTS WITH OWNER.
4'-11 1/2"4'-11 1/2"
4.TV PER VENDOR REQUIREMENTS - PROVIDE STEEL TUBE
HH
2.FINISHED CEILING RIDGE (WP-1) IN DIAMOND MATCH
1. OPEN WEB STEEL JOIST ACROSS ENTIRE BUILDING
II
P
EQ.
SOFFIT ABOVE
PATTERN AT UNDERSIDE OF TRUSSES.
"
5
-
'
3
EQ.
1
FACE OF
R
P
"
1
1
-
'
14'-6" V.I.F.
1
R
1
VENDOR DRAWINGS.
P
.
F
.
I
.
NL
V
9.ACCESS PANEL.
"
"
2
7
-
-
J'P J
4'
5
7'-11 1/2" V.I.F.
DINING ROOM
3.NOT USED
L
AFF TO C
"
6
PT-1
"
-
2
'
/
1
6
9
-
'
3
103
P
0"
-
4'
F
4'-2 1/2"4'-9 3/4"
.
I
UNDERSIDE OF.
P
V
"
4'-4 1/2"
7
HEIGHT 9'-2"
P
-
"
'
6
5
-
'
6
5'-10" V.I.F.
SOFFIT
TYP.4'-4"
NL
1
"
6
'-
6
PP
P
P
ACOUSTICAL KK
GYP. CEILING
7'-11 1/2" V.I.F.
DRYWALL FACED
CEILING FAN
6
SOFFIT (TYP.)
CEILING
6'-0" V.I.F.
P
EXHAUST FAN
RETURN AIR7'-6 3/4"
AIR SUPPLYUNDERSIDE OF
UNDERSIDE OF
6
5'-10" V.I.F.
HEIGHT
SOFFIT
HEIGHT
SOFFIT
8'-8"
8'-8"
PT-5
PT-5
7'-0"7'-0"
7
1
PPP
P
BOOTH TABLES
BELOW (TYP.)
LL
P
6'-0" V.I.F.
OPEN TO WOOD
FIXTURES ONBOOTH WALL
DINING ROOM 5'-10" V.I.F.
QUEING
FINISH ABOVE
BOOTH
101
TABLE
V.I.F.
2
WP-1
L OF
L
102
L OF
CENTER
WALL MOUNTED FIXTURE @ 8'-0" & 12'-4" AFF TO C
BELOW
CENTER FIXTURE
C
WALL MOUNTED FIXTURE (SEE INT. ELEVATION
C
L
OVER TABLE
WALL MOUNTED FIXTURE @ 12'-4" AFF TO C
L
WALL MOUNTED FIXTURE @ 8'-0" AFF TO C
6'-0" V.I.F.
P
1
6'-3" V.I.F.6'-3" V.I.F.
OF DUCT
P
OF DUCT
NL
MM
PPP
PENDANT LIGHT FIXTUREFOR MOUNTING HEIGHTS
4L
4
C
L
C
RECESSED LIGHTING
THIS WALL
EQ.EQ.EQ.EQ.
TYP.
6'-3" V.I.F.
7'-10" V.I.F.6'-3" V.I.F.
UNDERSIDE OF
P
HEIGHT
SOFFIT
10
OVER TABLE
ENTRY
8'-8"
PT-5
100
FIXTURE
CENTER
TYP.
NN
NL
P
REFLECTED CEILING PLAN LEGEND
TRACK LIGHTING BOTTOM OF STEEL JOIST
2 x 2 FLUORESCENT LIGHT FIXTURE2 x 4 FLUORESCENT LIGHT FIXTURE
SUNROOM
SIGNAL FACE EXIT, SHADE INDICATED LIT SIDE
200
FLUORESCENT STRIP FIXTURE
TWO HEAD EMERGENCY EGRESS LIGHT
"NL" - NIGHT LIGTHING - (AFTER HOURS
O
SECURITY LIGHTING)
PP
23456789
1345606-28-2013
PROJECT INFORMATION BLOCK
SOFFIT / OVERHANG
Christopher G. Kirschner, AIA
North Carolina Registration
Architect of Record:
Hickory, North Carolina 28602 A1.6
No. 10173
PLAN
2060 US Highway 70 S.E.
PDQ
SEAL
21
INTERNAL GUTTER, SEE
DRAWING BELOW
STAND ALONE
PERIMETER, TYP.
1/4"=1'-0"1/4"=1'-0"
2" SQUARE2" SQUARE
SLOPE AT
OPENINGOPENING
SCALESCALE
4.85.87.14.85.87.1
1010
124124
OVERHANG PLAN / B.O. CANOPY @ 13'-0"OVERHANG PLAN / B.O. CANOPY @ 8'-8"
EQ.
AA
EQ.
"
EQ.
0
-
'
BB
6
EQ.
CC
11'-3"
INTERNAL GUTTER, SLOPED
2" SQUARE OPENING AT2'-0"
2'-0"9'-3"3'-5"
DDDD
ENDS OF GUTTER
AT PERIMETER
TUBE AND END OF MC STEELTUBE AND END OF MC STEEL
CHANNEL 2" OFF THE FINISHCHANNEL 2" OFF THE FINISHCHANNEL 2" OFF THE FINISH
FACE OF CEMENT PLASTERFACE OF CEMENT PLASTERFACE OF CEMENT PLASTER
HOLD FACE OF HSS STEELHOLD FACE OF HSS STEEL
HOLD END OF MC STEEL
22'-10"
20'-10"
EEEE
BANDING
HOLD FACE OF HSS STEEL TUBE AND
END OF MC STEEL CHANNEL 2" OFF
WALLWALL
INTERNAL GUTTER, SLOPED AT
THE FINISH FACE OF CEMENT
2" SQUARE OPENING AT END
2'-0"
4'-0"
E.8E.8
3'-2"
CHANNEL 2" OFF THE FINISH FACECHANNEL 2" OFF THE FINISH FACE
PLASTER BANDING
HOLD FACE OF HSS STEEL TUBEHOLD FACE OF HSS STEEL TUBE
FF
OF CEMENT PLASTER WALLOF CEMENT PLASTER WALL
OF GUTTER
PERIMETER
AND END OF MC STEELAND END OF MC STEEL
GG
26'-4"20'-0"
G.2G.2
HHHH
IIII
3'-2"
7'-9"
11'-0"
1'-0"1'-0"
4'-0"
2'-0"2'-0"
2'-0"
JJJJ
4'-0"
2'-0"
2" SQUARE OPENING AT END OF
KKKK
INTERNAL GUTTER, SLOPED AT
24'-6"24'-6"
LLLL
PERIMETER
GUTTER
46'-0"
MMMM
9'-5"
1'-0"1'-0"
1'-0"
NNNN
24'-5"
9'-4"
1'-0"1'-0"
15'-0"
OO
5'-8"
PPPP
2'-0"2 8'-8"345 34'-8"678 2'-0"923456789
AND METAL DECKAND METAL DECK
1'-0" OVERHANG,1'-0" OVERHANG,
NOT USED AT ALLNOT USED AT ALL
11'-8"
37'-6 1/2"
STEEL PURLINSSTEEL PURLINS
TYPICALTYPICAL
3
OF BUILDING, TYPICAL
JOINT WITH CORNER
CONTROL JOINT,
ALIGN CONTROL
OVERHANG GENERAL NOTES
1.ALL DIMENSIONS ARE FROM FACE OF METAL STUD TO
ALL 4 SIDES
TYPICAL
1/4"=1'-0"
FACE OF STEEL, UNLESS NOTED OTHERWISE
SCALE
EQ.EQ.EQ.EQ.
HIGH ROOF SOFFIT PLAN
HH
II
EQ.EQ.
JJ
EQ.EQ.
KK
LL
EQ.EQ.
MM
EQ.EQ.
NN
O
EQ.EQ.EQ.EQ.
PP
23456789
1345606-28-2013
PROJECT INFORMATION BLOCK
Christopher G. Kirschner, AIA
North Carolina Registration
Architect of Record:
Hickory, North Carolina 28602
A1.7
No. 10173
ROOF
PLAN
2060 US Highway 70 S.E.
PDQ
SEAL
DRAWINGS FOR DISTANCE INTO STORM SEWER WITH PIPE UNDERGROUND.
4.85.87.1
8.OMISSION OF ANY ACCESSORY FROM THE ROOF PLAN SHALL NOT RELIEVE
10
124
9.ALL ROOFING ACCESSORIES PER MANUFACTURER'S REQUIRED MOUNTS
7.PROVIDE INSECT SCREENING AT ALL ROOF OPENINGS INTO THE ATTIC10.RAIL SYSTEM AT ROOF TO BE REVIEWED BY STRUCTURAL ENGINEER.
28
6.GUTTERS AND DOWNSPOUTS, AS NOTED ON PLANS. REFER TO CIVIL
UNLESS DETAILED ON ARCHITECTURAL DRAWINGS - PROVIDE SHOP
THE CONTRACTOR FROM THE RESPONSIBILITIES FOR SUCH ITEMS.
11.SPACE ROOF TOP EQUIPMENT PER MANUFACTURER'S CLEARANCE
1/4" MAX
SLOPE
SPACE. OPENINGS IN SCREEN SHALL NOT EXCEED 1/8".
A
DRAWINGS FOR ALL ROOF PENETRATIONS DETAILS.
16'-8" AT ACCESS LADDER
TYP.
1/4" MAX
B
SLOPE
PARAPET HEIGHTPARAPET HEIGHTPARAPET HEIGHT
1
6
1/4" MAX
SLOPE
19'-4"19'-4"
30
C
1/4" MAX
SLOPE
1/4" MAX
1/4" MAX
REQUIREMENTS.
SLOPE
SLOPE
1/4" MAX
SLOPE
DD
4
19
14
FOOT MIN.
TYP.
1/4" PER
1
SLOPE
4.ROOFING CONTRACTOR TO PROVIDE ATTIC SPACE VENTILATION WITH RIDGE
ELEVATION SIDE OF PITCHED ROOF. ALL PENETRATIONS TO BE PAINTED TO
2'-6"
1'-4"
A5.5
VENTS, OFF RIDGE VENTS, AND CONTINUOUS VENT IN SOFFIT AS SHOWN
5.FLASH ALL ROOF AND WALL INTERSECTIONS WITH PRE-FINISHED METAL
3
26
3.PROVIDE WALL FLASHING WHERE ROOF INTERSECTS VERTICAL WALL
2.VERIFY LOCATION OF ALL ROOF PENETRATIONS WITH STRUCTURAL,
3'-6"
1.ROOF PENETRATIONS TO OCCUR ON THE REAR NON STREET FRONT
2'-0"
MECHANICAL AND PLUMBING DRAWINGS. PAINT TO MATCH ROOF.
AND IN ACCORDANCE WITH LOCAL CODES AND JURISDICTIONS.
8
EE
TYP.
9
3'-0"
23
25
6
RTU
3
ROOF PLAN GENERAL NOTES
25
1017
2'-8"
COMPRESSOR
26
FOOT MIN.
FOOT MIN.
REMOTE
1/4" PER
1/4" PER
SLOPE
SLOPE
2'-8"
15
TYP.
TYP.
MIN.
283
15
9
2'-0"
23
2'-8"
20
E.8
FOOT MIN.SUPPLY
1/4" PER
MATCH ROOF.
2'-8"
FAN
SLOPE
SURFACES.
FLASHING.
PARAPET HEIGHT
10
F
2'-8"
PARAPET HEIGHT
KEF
EF
2
1
A5.3
6
19'-4"
2'-8"
8
19'-4"
8
10
KEF
FOOT MIN.
1 15
1/4" PER
SLOPE
20
10
20.CLEARANCE FOR HINGED ACCESS OF EXHAUST FAN MAINT. - VERIFY CLEARANCE
10
PARAPET HEIGHT
24.HIGH POST FOR SATELLITE DISH - PROVIDE SIDE HOLES FOR COAXIAL CABLE WITH
21
24
15
2'-0"
4
G
PARAPET HEIGHT
PARAPET HEIGHT
16'-8"
16
16
FOOT MAX.
A5.3
G.2
1/4" PER
6
RTU 1'-4"
1
RTU
SLOPE
30.CONTRACTOR TO PROVIDE ACCESS GATE AND ROOF LADDER
2
19'-4"
16'-8"
GROMMET, HOLE THRU POST BELOW ROOF CABLE OUTLET
18.30" x 36" MIN. CLEAR AREA FOR EXHAUST FAN SERVICE.
2727
14
22
A5.3
FR-1
8
15
22.PRE-FINISHED STANDING SEAM METAL ROOF -
WITH KITCHEN EQUIPMENT MANUFACTURER.
21.SATELLITE DISH SUPPORTED AT STEEL RACK
28.INTERNAL GUTTER, SLOPED AT PERIMETER
28
6'-2"6'-2"
HH
19.STEEL SUPPORT RACK SYSTEM
23.METAL COPING CAP (TYP.)
26.CONDENSER EQUIPMENT
25.VTR - REFER TO PLUMBING
II
27.WALL UNDER EAVE
5
29.NOT USED
SLOPE
4:12
JJ
17.TPO ROOFING AT EXHAUST VENT - PROVIDE SECOND LAYER AROUND HOOD
VENTS PER MANUFACTURER RECOMMENDATIONS- SEE HATCHED AREA.
6
16.REFER TO PLUMBING PLANS FOR DRAINAGE CALCULATIONS
9.MAKE UP AIR EQUIPMENT - REFER TO MECHANICAL
KK
X
6.EYEBROWS / CANOPIES. REFER TO SHEET A1.6.
14.OVERFLOW SCUPPERS - REFER TO ELEVATIONS
8.HVAC EQUIPMENT - REFER TO MECHANICAL
2.GUTTER, DOWNSPOUT, AND SPLASH BLOCK
ROOF PLAN KEY NOTES
10.EXHAUST FANS - REFER TO MECHANICAL
TYP.
FR-3
5.SIGN MOUNTED OVER EYEBROW
22
1.TPO ROOF ASSEMBLY 60 MIL -
4.ROOF HIGH POINT OF SLOPE
SLOPE
4:12
15.CRICKET AT ROOF CURB
SLOPE
4 :12
LL
11.TAPERED RIDGE
3.ROOF DRAIN
OUTLINE OF BUILDING BELOW
OVERHANG BELOW ROOF
7.NOT USED12.NOT USED13.NOT USED
DASHED LINE INDICATESDASHED LINE INDICATES
6
SLOPE
MM
4:12
NN
22
SLOPE
TYP.
1/4" PER FOOT MAX.
1
O
1/4" MAX
1/4" MAX
SLOPE
SLOPE
SLOPE
65
28
PP
28
23456789
1345606-28-2013
PROJECT INFORMATION BLOCK
Christopher G. Kirschner, AIA
North Carolina Registration
Architect of Record:
ELEVATIONS
EXTERIOR
Hickory, North Carolina 28602
A2.1
No. 10173
2060 US Highway 70 S.E.
PDQ
SEAL
21
1/4"=1'-0"1/4"=1'-0"
SCALESCALE
FRONT ELEVATION
SIDE ELEVATION
E6PORTLAND CEMENT PLASTER ACCENT BAND.E15ALUMINUM STOREFRONT & ENTRANCE SYSTEM
E20ADDRESS NUMBER. 10" HIGH, VERIFY NUMBER
E9PORTLAND CEMENT PLASTER COLUMN CAP.
E18PDQ SIGNAGE ON STRUCTURAL STEEL. PAINT
E14HOLLOW METAL EXTERIOR DOOR. PAINT P-2
E3PORTLAND CEMENT PLASTER ROOF SOFFIT.
E17ROOF ACCESS LADDER. BASIS OF DESIGN:
E5PORTLAND CEMENT PLASTER WALL FINISH.
ALACO MODEL 563 WITH SECURITY DOOR
E4STEEL CANOPY AND DECK. COLOR P-8
E2ALUMINUM ROOF FASCIA. COLOR P-2
E7STONE VENEER WALL FINISH. SEE STV-1
E25ALARM FOR FIRE PROTECTION SYSTEM
E13GUTTER & DOWNSPOUT. COLOR P-2
ELEVATION KEY NOTES
E16ALUMINUM DRIVE THRU WINDOW
E19RECESSED DRIVE THRU SIGNAGE
E1STANDING SEAM METAL ROOF
E11METAL COPING. COLOR P-2
E10STEEL COLUMN. COLOR P-8
COLOR P-4 OR COLOR P-7
E8PATIO RAILING. SEE PR-1
E21EXTERIOR LIGHT FIXTURE
STEEL COLOR P-5
E12CONTROL JOINT
E27ELECTRIC PANEL
E26ELECTRIC METER
WITH LOCATION
COLOR P-2COLOR P-5COLOR P-4
E24GAS METER
E23KNOX BOX
E22SCUPPER
COMMENT:SEE SHEET A1.4 FOR PT SCHEDULE
COLOR:MATCH PT-5 "PALM FROND"
EXTERIOR FINISH SCHEDULE
COLOR:CARDINAL RED OR EQUAL
RAILINGCOMPONENTS
COLOR:TRANSCEND FIRE PIT
MFR:CORONADO STONE
STYLE:OLD WORLD LEDGE
MFR:SHERWIN WILLIAMSMFR:SHERWIN WILLIAMSMFR:SHERWIN WILLIAMS
FLUOROURETHANE
DE5522 BY DURON
PATTERN:22 GA. - 18" WIDE
COLOR:BAKELIGHT GOLD
MFR:DUNN EDWARDS
STYLE:DESIGNER SERIES
PRODUCT:PERMA-GLOSS
COLOR:PALM FRONDPATTERN:ITALIAN VILLA
COLOR:WHITE RAISIN
COLOR:TEMPE STAR
COLOR:BROOKSIDE
PROVIDER:PAC-CLAD
MFR:INDURON
STYLE:LOKSEAM
PRODUCT:SW 6229PRODUCT:SW 7685PRODUCT:SW 6368
PRODUCT:DE 5522
MFR:MBCI
MFR:TREX
STV-1
PR-1
FR-1
P-1P-2P-4P-5P-7P-8
1345606-28-2013
PROJECT INFORMATION BLOCK
Christopher G. Kirschner, AIA
North Carolina Registration
Architect of Record:
ELEVATIONS
EXTERIOR
Hickory, North Carolina 28602
A2.2
No. 10173
2060 US Highway 70 S.E.
PDQ
SEAL
21
1/4"=1'-0"1/4"=1'-0"
SCALESCALE
REAR ELEVATIONSIDE / DRIVE THRU ELEVATION
E6PORTLAND CEMENT PLASTER ACCENT BAND.E15ALUMINUM STOREFRONT & ENTRANCE SYSTEM
E20ADDRESS NUMBER. 10" HIGH, VERIFY NUMBER
E9PORTLAND CEMENT PLASTER COLUMN CAP.
E18PDQ SIGNAGE ON STRUCTURAL STEEL. PAINT
E14HOLLOW METAL EXTERIOR DOOR. PAINT P-2
E3PORTLAND CEMENT PLASTER ROOF SOFFIT.
E17ROOF ACCESS LADDER. BASIS OF DESIGN:
E5PORTLAND CEMENT PLASTER WALL FINISH.
ALACO MODEL 563 WITH SECURITY DOOR
E4STEEL CANOPY AND DECK. COLOR P-8
E2ALUMINUM ROOF FASCIA. COLOR P-2
E7STONE VENEER WALL FINISH. SEE STV-1
E25ALARM FOR FIRE PROTECTION SYSTEM
E13GUTTER & DOWNSPOUT. COLOR P-2
ELEVATION KEY NOTES
E16ALUMINUM DRIVE THRU WINDOW
E19RECESSED DRIVE THRU SIGNAGE
E1STANDING SEAM METAL ROOF
E11METAL COPING. COLOR P-2
E10STEEL COLUMN. COLOR P-8
COLOR P-4 OR COLOR P-7
E8PATIO RAILING. SEE PR-1
E21EXTERIOR LIGHT FIXTURE
STEEL COLOR P-5
E12CONTROL JOINT
E27ELECTRIC PANEL
E26ELECTRIC METER
WITH LOCATION
COLOR P-2COLOR P-5COLOR P-4
E24GAS METER
E23KNOX BOX
E22SCUPPER
COMMENT:SEE SHEET A1.4 FOR PT SCHEDULE
COLOR:MATCH PT-5 "PALM FROND"
EXTERIOR FINISH SCHEDULE
COLOR:CARDINAL RED OR EQUAL
RAILINGCOMPONENTS
COLOR:TRANSCEND FIRE PIT
MFR:CORONADO STONE
STYLE:OLD WORLD LEDGE
MFR:SHERWIN WILLIAMSMFR:SHERWIN WILLIAMSMFR:SHERWIN WILLIAMS
FLUOROURETHANE
DE5522 BY DURON
PATTERN:22 GA. - 18" WIDE
COLOR:BAKELIGHT GOLD
MFR:DUNN EDWARDS
STYLE:DESIGNER SERIES
PRODUCT:PERMA-GLOSS
COLOR:PALM FRONDPATTERN:ITALIAN VILLA
COLOR:WHITE RAISIN
COLOR:TEMPE STAR
COLOR:BROOKSIDE
PROVIDER:PAC-CLAD
MFR:INDURON
STYLE:LOKSEAM
PRODUCT:SW 6229PRODUCT:SW 7685PRODUCT:SW 6368
PRODUCT:DE 5522
MFR:MBCI
MFR:TREX
STV-1
PR-1
FR-1
P-1P-2P-4P-5P-7P-8
1345606-28-2013
PROJECT INFORMATION BLOCK
Christopher G. Kirschner, AIA
North Carolina Registration
Architect of Record:
SECTIONS
BUILDING
Hickory, North Carolina 28602
A3.1
No. 10173
2060 US Highway 70 S.E.
PDQ
SEAL
21
1/4"=1'-0"1/4"=1'-0"
SCALESCALE
BUILDING SECTIONBUILDING SECTION
3
1/4"=1'-0"
SCALE
BUILDING SECTION
1345606-28-2013
PROJECT INFORMATION BLOCK
Christopher G. Kirschner, AIA
North Carolina Registration
Architect of Record:
SECTIONS
Hickory, North Carolina 28602
No. 10173
A4.1
WALL
2060 US Highway 70 S.E.
PDQ
SEAL
1
3/4"=1'-0"
WALL SECTION
2
3/4"=1'-0"
WALL SECTION
1345606-28-2013
PROJECT INFORMATION BLOCK
Christopher G. Kirschner, AIA
North Carolina Registration
Architect of Record:
Hickory, North Carolina 28602
SECTIONS
No. 10173
A4.2
WALL
2060 US Highway 70 S.E.
PDQ
SEAL
1
3/4"=1'-0"
WALL SECTION
2
3/4"=1'-0"
WALL SECTION
1345606-28-2013
PROJECT INFORMATION BLOCK
Christopher G. Kirschner, AIA
North Carolina Registration
ELEVATIONS
Architect of Record:
INTERIOR
A4.3
Hickory, North Carolina 28602
No. 10173
2060 US Highway 70 S.E.
PDQ
SEAL
421
3/8"=1'-0"1/2"=1'-0"3/8"=1'-0"
DINING ROOM 102DINING ROOM 102DINING ROOM 102
3
1/2"=1'-0"
DINING ROOM 102/ VESTIBULE 114
5
6
1/2"=1'-0"
1/2"=1'-0"
ADA OUTLET HEIGHTS
WALL REINFORCING
1345606-28-2013
PROJECT INFORMATION BLOCK
Christopher G. Kirschner, AIA
North Carolina Registration
AND DETAILS
Architect of Record:
ELEVATIONS
INTERIOR
Hickory, North Carolina 28602
A4.4
No. 10173
2060 US Highway 70 S.E.
PDQ
SEAL
631
1/2"=1'-0"3/8"=1'-0"1/2"=1'-0"
MEN'S TOILET 106
DINING ROOM 102
COVERED PORCH ELEVATION
7
1/2"=1'-0"
MEN'S TOILET 106
4
8
1/2"=1'-0"
1/2"=1'-0"
WOMEN'S TOILET 107
MEN'S TOILET 106
2
9
1/2"=1'-0"
1/2"=1'-0"
WOMEN'S TOILET 107
5
ADA REQUIREMENTS
1/2"=1'-0"
WOMEN'S TOILET 107
1345606-28-2013
PROJECT INFORMATION BLOCK
CASEWORK PLANS
Christopher G. Kirschner, AIA
North Carolina Registration
AND DETAILS
Architect of Record:
ENLARGED
Hickory, North Carolina 28602
A4.5
No. 10173
2060 US Highway 70 S.E.
PDQ
SEAL
21
1/2"=1'-0"1/2"=1'-0"
OFFICE 108 ELEVATION
BAR/COUNTER
43
1/2"=1'-0"1/2"=1'-0"
OFFICE 108 ENLARGED PLANWORK COUNTER
65
1/2"=1'-0"
NONE
NOT USEDPOINT OF SALE COUNTER
1345606-28-2013
PROJECT INFORMATION BLOCK
CASEWORK PLANS
Christopher G. Kirschner, AIA
North Carolina Registration
AND DETAILS
Architect of Record:
ENLARGED
Hickory, North Carolina 28602
A4.6
No. 10173
2060 US Highway 70 S.E.
PDQ
SEAL
321
1-1/2"=1'-0"
1-1/2"=1'-0"1-1/2"=1'-0"
TRASH RECEPTACLE B (PLAN)TRASH RECEPTACLE B (ELEVATION)
BEVERAGE CABINET (SECTION)
5
4
1-1/2"=1'-0"
1-1/2"=1'-0"
HANDWASH AREA (PLAN AND ELEVATION)TRASH RECEPTACLE B (SECTION)
76
1-1/2"=1'-0"1-1/2"=1'-0"
BEVERAGE CABINET PLANBEVERAGE CABINET ELEVATION
1345606-28-2013
PROJECT INFORMATION BLOCK
CASEWORK PLANS
Christopher G. Kirschner, AIA
North Carolina Registration
AND DETAILS
Architect of Record:
ENLARGED
Hickory, North Carolina 28602
A4.7
No. 10173
2060 US Highway 70 S.E.
PDQ
SEAL
841
1-1/2"=1'-0"1-1/2"=1'-0"1-1/2"=1'-0"
TRASH RECEPTACLE "A" (SECTION)
DRIVE-THRU CASEWORK (ELEVATION)
ICE BIN DRINK STORAGE
95
1-1/2"=1'-0"1-1/2"=1'-0"
POINT OF SALE COUNTERCABINET SECTION
2
1-1/2"=1'-0"
DRIVE-THRU CASEWORK (PLAN)
10
6
1-1/2"=1'-0"1-1/2"=1'-0"
TRASH RECEPTACLE (SECTION)
POINT OF SALE COVER
7
1-1/2"=1'-0"
TRASH RECEPTACLE (PLAN)
3
1-1/2"=1'-0"
TRASH RECEPTACLE "A" (SECTION)
1345606-28-2013
PROJECT INFORMATION BLOCK
CASEWORK PLANS
Christopher G. Kirschner, AIA
North Carolina Registration
AND DETAILS
Architect of Record:
ENLARGED
Hickory, North Carolina 28602
A4.8
No. 10173
2060 US Highway 70 S.E.
PDQ
SEAL
31
8.PROVIDE SCRIBE MOLDING AND/OR FINISHED ENDS ARE REQUIRED.
10.SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION.
7.BASE CABINETS SHALL BE 24" DEEP AND WALL CABINETS SHALL BE
2.MAXIMUM WIDTH OF CABINETS DOORS NOT TO EXCEED 21" DOOR
6.ALL INTERIOR ELEVATION DIMENSION ARE TAKEN FROM FACE OF
FRAMING TO ASSURE FIT. THE CABINETS SHALL MATCH PLANS
5.PROVIDE BLIND CABINET IN CORNERS OF ALL WALL AND BASE
9.SUPPLIER TO FIELD VERIFY AREA OF WORK AFTER ROUGH
1-1/2"=1'-0"
STUD. VERIFY THICKNESS OF GYP. BOARD PER BUILDING
1"=1'-0"
SWING AS INDICATED ON INTERIOR ELEVATIONS.
3.ALL SHELVES TO HAVE HARD SURFACE EDGES.
NOTFIY ARCHITECT OF ANY DISCREPANCIES.
LEMONADE SCREEN WALL
MENU BOARD SIGNS ELEVATIONS
12" DEEP, UNLESS OTHERWISE NOTED.
1.ALL CABINETS ARE IN 3" MODULES\]
4.FIELD VERIFY FIELD DIMENSIONS.
GENERAL NOTES
CONSTRUCTION TYPE.
CABNINETS.
4
1-1/2"=1'-0"
LOW WALL IN DINING ROOM
2
1"=1'-0"
MENU BOARD SIGNS PLAN VIEW
1345606-28-2013
PROJECT INFORMATION BLOCK
Christopher G. Kirschner, AIA
North Carolina Registration
RESTROOMS
Architect of Record:
ENLARGED
Hickory, North Carolina 28602 A4.9
No. 10173
2060 US Highway 70 S.E.
PDQ
SEAL
1
3/4"=1'-0"
SCALE
ENLARGED RESTROOMS
TOILET ACCESORY LEGEND
1345606-28-2013
PROJECT INFORMATION BLOCK
Christopher G. Kirschner, AIA
North Carolina Registration
Architect of Record:
DETAILS
Hickory, North Carolina 28602
A5.1
No. 10173
2060 US Highway 70 S.E.
PDQ
SEAL
951
3"=1'-0"3"=1'-0"3"=1'-0"
SCALESCALESCALE
NOT USEDHOLLOW METAL DOOR JAMB
WALL DETAIL @ PATIO SLAB
10
62
3"=1'-0"3"=1'-0"3"=1'-0"
SCALESCALESCALE
STOREFRONT HEAD & SILL STONE DETAIL
HOLLOW METAL DOOR HEAD AND SILL
NOT USED
11
73
3"=1'-0"3"=1'-0"3"=1'-0"
SCALESCALESCALE
STOREFRONT JAMB STONE DETAILHEAD & SILL CEMENT PLASTER DETAIL
INTERIOR HM DOOR HEAD AND JAMB
12
84
3"=1'-0"3"=1'-0"3"=1'-0"
SCALESCALESCALE
STOR. JAMB CEMENT PLASTER DETAIL
WALL DETAIL @ GRADE
NOT USED
1345606-28-2013
PROJECT INFORMATION BLOCK
Christopher G. Kirschner, AIA
North Carolina Registration
Architect of Record:
DETAILS
Hickory, North Carolina 28602
A5.2
No. 10173
2060 US Highway 70 S.E.
PDQ
SEAL
31
3"=1'-0"3"=1'-0"
SCALESCALE
OVERHANG DETAIL
NOT USED
4
3"=1'-0"
SCALE
CEMENT PLASTER BANDING DETAIL
2
3"=1'-0"
SCALE
INTERIOR CANOPY DETAIL
5
3"=1'-0"
SCALE
STOREFRONT JAMB DETAIL
1345606-28-2013
PROJECT INFORMATION BLOCK
Christopher G. Kirschner, AIA
North Carolina Registration
Architect of Record:
DETAILS
Hickory, North Carolina 28602
A5.3
No. 10173
2060 US Highway 70 S.E.
PDQ
SEAL
951
3"=1'-0"3"=1'-0"1"=1'-0"
SCALESCALESCALE
GUTTER AND DOWNSPOUT DETAIL
NOT USEDNOT USED
10
62
3"=1'-0"3"=1'-0"6"=1'-0"
SCALESCALESCALE
FASCIA/SOFFIT VENT DETAILHEMMED FLASHING DETAIL
STUCCO PARAPET DETAIL
11
73
6"=1'-0"3"=1'-0"3"=1'-0"
SCALESCALESCALE
ACCESS LADDER ATTACHMENT
NOT USEDNOT USED
12
84
6"=1'-0"3"=1'-0"3"=1'-0"
SCALESCALESCALE
TYP. ROOF TO WALL DETAIL
ROOF RACK SUPPORT DETAIL
NOT USED
1345606-28-2013
PROJECT INFORMATION BLOCK
Christopher G. Kirschner, AIA
North Carolina Registration
Architect of Record:
DETAILS
Hickory, North Carolina 28602
A5.4
No. 10173
2060 US Highway 70 S.E.
PDQ
SEAL
51
1"=1'-0"3"=1'-0"
SCALESCALE
CANOPY SECTIONNOT USED
2
3"=1'-0"
SCALE
NOT USED
763
3"=1'-0"3"=1'-0"1"=1'-0"
SCALESCALESCALE
DRIVE THRU WINDOW SILL DETAIL
DRIVE THRU WINDOW HEAD DETAILCANOPY DETAIL
4
SCALE
-
NOT USED
1345606-28-2013
PROJECT INFORMATION BLOCK
Christopher G. Kirschner, AIA
North Carolina Registration
Architect of Record:
DETAILS
Hickory, North Carolina 28602
A5.5
No. 10173
2060 US Highway 70 S.E.
PDQ
SEAL
841
3"=1'-0"3"=1'-0"3"=1'-0"
SCALESCALESCALE
NOT USEDNOT USEDDETAIL AT ROOF DRAIN
95
3"=1'-0"3"=1'-0"
SCALESCALE
PARAPET PLAN DETAIL
DETAIL AT FLOOR DRAIN
2
3"=1'-0"
SCALE
CANOPY DETAIL
6
SCALE
-
NOT USED
10
73
3"=1'-0"1"=1'-0"3"=1'-0"
SCALESCALESCALE
NON-VENTED ATTIC DETAILSCUPPER DETAIL
NOT USED
Hickory, North Carolina 28602
2060 US Highway 70 S.E.
PDQ
1345606-28-2013
PROJECT INFORMATION BLOCK
WALL AND ROOF
Christopher G. Kirschner, AIA
North Carolina Registration
Architect of Record:
Hickory, North Carolina 28602
A6.2
TYPES
No. 10173
2060 US Highway 70 S.E.
PDQ
SEAL
21
1 1/2"=1'-0"1 1/2"=1'-0"
SCALESCALE
WALL TYPES
ROOF TYPES
Hickory, North Carolina 28602
2060 US Highway 70 S.E.
PDQ
Hickory, North Carolina 28602
2060 US Highway 70 S.E.
PDQ
Hickory, North Carolina 28602
2060 US Highway 70 S.E.
PDQ
Hickory, North Carolina 28602
2060 US Highway 70 S.E.
PDQ
Hickory, North Carolina 28602
2060 US Highway 70 S.E.
PDQ
4519 George Road, Suite 150, Tampa, FL, 33634 PHONE: (813) 435-3388 FAX: (813) 354-4825 EMAIL: reg62@captiveaire.com
FLORIDA GULF COAST OFFICE
www.captiveaire.com
Hickory, North Carolina 28602
2060 US Highway 70 S.E.
PDQ
4519 George Road, Suite 150, Tampa, FL, 33634 PHONE: (813) 435-3388 FAX: (813) 354-4825 EMAIL: reg62@captiveaire.com
FLORIDA GULF COAST OFFICE
www.captiveaire.com
Hickory, North Carolina 28602
2060 US Highway 70 S.E.
PDQ
4519 George Road, Suite 150, Tampa, FL, 33634 PHONE: (813) 435-3388 FAX: (813) 354-4825 EMAIL: reg62@captiveaire.com
FLORIDA GULF COAST OFFICE
www.captiveaire.com
Hickory, North Carolina 28602
2060 US Highway 70 S.E.
PDQ
4519 George Road, Suite 150, Tampa, FL, 33634 PHONE: (813) 435-3388 FAX: (813) 354-4825 EMAIL: reg62@captiveaire.com
FLORIDA GULF COAST OFFICE
www.captiveaire.com
Hickory, North Carolina 28602
2060 US Highway 70 S.E.
PDQ
4519 George Road, Suite 150, Tampa, FL, 33634 PHONE: (813) 435-3388 FAX: (813) 354-4825 EMAIL: reg62@captiveaire.com
FLORIDA GULF COAST OFFICE
www.captiveaire.com
Hickory, North Carolina 28602
2060 US Highway 70 S.E.
PDQ
Hickory, North Carolina 28602
2060 US Highway 70 S.E.
PDQ
Hickory, North Carolina 28602
2060 US Highway 70 S.E.
PDQ
Hickory, North Carolina 28602
2060 US Highway 70 S.E.
PDQ
Hickory, North Carolina 28602
2060 US Highway 70 S.E.
PDQ
Hickory, North Carolina 28602
2060 US Highway 70 S.E.
PDQ
Hickory, North Carolina 28602
2060 US Highway 70 S.E.
PDQ
3'-1"
1/4" = 1'-0"
13JMPDQHICK
6.22.13
CLM
JM-
10"
5'-9"
10'-0"
5'-5"
5'-6"9"
4'-0"
8'-0"
3'-0"
1'-7"
3'-0"
1'-0"
2'-6"
1'-0"
10'-7"
1'-6"
3'-0"
2'-2"
4"
4'-6"
5'-10"1'-8"
2'-6"
6'-7"
1'-9"1'-4"1'-4"7"
2'-2"
8"1'-10"3'-6"
4'-9"
1'-9"10"1'-8"
8'-5"
14'-5"
1'-3"
1'-2"
2'-3"
10'-0"
9'-0"
4"
1'-3"1'-0"
3'-4"
3'-6"
8"6"1'-0"1'-5"1'-0"6"1'-3"
1'-6"
11"
1'-0"8"4"
4'-7"2'-0"
1'-6"
1'-0"1'-0"5'-2"
2'-7"
2'-3"
2'-4"
10"3'-11"1'-10"
7'-8"
1'-8"
1'-10"
10"
"
0
-
'
1
"
6"
0
-'-
2'1
4'-0"
1'-0"
1/4" = 1'-0"
13JMPDQHICK
6.22.13
CLM
JM-
1'-6"
3'-3"
1'-6"
6'-9"
1'-0"
5'-10"
3'-0"
4'-3"
4'-7"
4'-3"
3"
2'-2"
6'-5"
3'-10"6"2'-0"3'-0"5'-10"
2'-11"
1'-7"
7'-10"2'-0"4'-0"3'-4"
9'-2"
2'-0"
10"
11"
8'-6"
7"
2'-4"
1'-7"
1'-7"
2'-8"
4'-10"
1/4" = 1'-0"
13JMPDQHICK
6.22.13
CLM
JM-
1'-6"
6'-9"
4'-3"
9'-2"
DINING ROOM
4'-4"
103
PLUMBING & WASTE SYMBOLS
1/4" = 1'-0"
13JMPDQHICK
6.22.13
CLM
-
JM
4.85.87.110
124
2'-4"
4'-9"
15'-1"
6'-1"
4519 George Road, Suite 150, Tampa, FL, 33634 PHONE: (813) 435-3388 FAX: (813) 354-4825 EMAIL: reg62@captiveaire.com
FLORIDA GULF COAST OFFICE
4519 George Road, Suite 150, Tampa, FL, 33634 PHONE: (813) 435-3388 FAX: (813) 354-4825 EMAIL: reg62@captiveaire.com
FLORIDA GULF COAST OFFICE
4519 George Road, Suite 150, Tampa, FL, 33634 PHONE: (813) 435-3388 FAX: (813) 354-4825 EMAIL: reg62@captiveaire.com
FLORIDA GULF COAST OFFICE
4519 George Road, Suite 150, Tampa, FL, 33634 PHONE: (813) 435-3388 FAX: (813) 354-4825 EMAIL: reg62@captiveaire.com
FLORIDA GULF COAST OFFICE
4519 George Road, Suite 150, Tampa, FL, 33634 PHONE: (813) 435-3388 FAX: (813) 354-4825 EMAIL: reg62@captiveaire.com
FLORIDA GULF COAST OFFICE
11'-11"
2'-10"
18'-1"
3'-7"
4'-8"5'-0"5'-5"
6'-7"
5'-8"11'-5"6'-1"
2'-7"
3'-9"
2'-0"
8'-0"