HomeMy WebLinkAbout06-3088 City of College Station
1101 TEXAS AVENUE
COLLEGE STATION TX 77840
C E R T I F I C A T E O F O C C U P A N C Y
P E R M A N E N T
Issue Date 8/13/07
Parcel Number 144500- 0002 -0010
Property Address . . 401 UNIVERSITY DR
COLLEGE STATION TX 77840
Subdivision Name . . .
Legal Description . . . BOYETT, BLOCK 2, LOT 1,2,3 & P
ART OF 4
Property Zoning . . . GENERAL COMMERCIAL
Owner SHELTON FAMILY PARTNERSHIP
Contractor THE CORNER BAR
979 268 -1406
Application number . . 06- 00003088 000 000
Description of Work . . COMMERCIAL, AMUSEMENT /SOCIAL /RECREATION
Construction type . . . COMBUSTIBLE (UNPROTECTED)
Occupancy type . . . ASSEMBLY (IBC)
Flood Zone
Approved C"
Building fficial
VOID UNLESS SIGNED BY BUILDING OFFICIAL
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CONTRACTISSUE DATE: 05-29-08
REVISIONS
06-06-08
Holster A AIRDESIGN 0 Ig
7607 Eastmark Drive, Suite # 200
College Station, Texas 77840
979.693.3179
VICINITY MAP & PROJECT LOCATION_
SCALE: NT$
PROJECT INFORMATION & BASIC CODE OVERVIEW,
CODE INFORMATION SUMMARY
PROJECT MEETS THE REQUIREMENTS OF:
American Disabilities Act
Texas Accessibility Standards
APPLICABLE CODES:
International Building Code
Life Safety Code
International Plumbing Code
National Electric Code
International Energy Code
State and Federal Codes
BUILDING OCCUPANCY GROUP: CH 3
ccupancy roup -
Tavem / Bar / Nightclub
GENERAL BUILDING HEIGHT & AREAS: CH 5
ROOM NUMBER MARKS
13,160 SQ FT
INDICATES ROOM NO 115
ELEVATION MARKS
Gross Area per Floor: Existing
Proposed
- BUILDING ELEVATIONS
Basement NA
NA
ENLARGED AREA
First Floor 4610 SQ FT
NA
- ELECTRICAL LIGHTING PLAN
Second Floor 4610 SQ FT
NA
SECTION MARKS
Third Floor NA
3940 SQ FT
- STAIR FRAMING PLAN
Fourth Floor NA
NA
DOOR MARKS
Addition of Rooftop Patio
DOOR NUMBER 24
DOOR SCHEDULE
Total Building Height (FT): 38'-2" at ROOF [3rd Floor Bar]
Re:
Total Building Stories: Three Story
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FLOOD PLAIN:
Service Sink: 1 Required
Re: WINDOW SCHEDULE
FEMA MAP # 48041C0144C
A
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PANEL 144 of 150
= 2 ExitSr Req'd
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DATED JULY 1992
AA
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GRAPHIC SYMBOLS LEGEND
ROOM NUMBER MARKS
'� '� 5
INDICATES ROOM NO 115
ELEVATION MARKS
3/A3
REFERS TO ELEVATIONAL DETAIL
NUMBER 3 ON SHEET A3
- BUILDING ELEVATIONS
SHEET A3.1
- BUILDING SECTIONS
ENLARGED AREA
2/A9
REFERS TO ENLARGED DETAIL
- ELECTRICAL LIGHTING PLAN
SHEET S1.1
NUMBER 2 ON SHEET A9
SECTION MARKS
- ROOF FRAMING PLAN
REFERS TO SECTION DETAIL
- STAIR FRAMING PLAN
2/A4
NUMBER 2 ON SHEET A4
DOOR MARKS
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DOOR NUMBER 24
DOOR SCHEDULE
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Re:
WINDOW MARKS
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WINDOW TYPE A
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Service Sink: 1 Required
Re: WINDOW SCHEDULE
GRID LINES
A
NOTES GRID LINE "A"
fra r��'�ga
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= 2 ExitSr Req'd
INDICATES WALL TYPE 1A
WALL TYPES
AA
REFER TO WALL SECTIONS
NOTE REFERENCES
Minimum Egress Width Required [Total]
HANDICAPPED PROVISIONS:
FLOOR DRAIN SYMBOL
®F.D.
NOTES FLOOR DRAIN LOCATIONS
FLOOR SINK SYMBOL
Iii
NOTES FLOOR SINK LOCATIONS
FIRE EXTINGUISHER
FEC
NOTES LOCATION OF FIRE
CABINET SYMBOL
E]
EXTINGUISHERS Re: Specs
Water Closets: 1 4 0`
NOTES SPECIAL AREAS OF
ADAITAS SYMBOL
= 92;4" > minimum of 36"
ADAITAS COMPLIANCE
Lavatories: 2 2 0
Ramps: O Existing - 0 New
Elevator: 0 Existing - 0 New
REFERS TO NOTE #2 ON THE
SHEET NOTE
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NOTES TO SHEET
Drinking' Fountains: 0 0 0
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INDEX OF DRAWINGS
SHEET AO.1
- GENERAL BUILDING INFORMATION
SHEET Al.1
- 3RD FLOOR PLAN
SHEET A1.2
- CEILING AND ROOF PLAN
SHEET A2.1
- BUILDING ELEVATIONS
SHEET A3.1
- BUILDING SECTIONS
SHEET E1.1
- ELECTRICAL POWER PLAN
SHEET E1.2
- ELECTRICAL LIGHTING PLAN
SHEET S1.1
- ROOF DECK
SHEET S1.2
- ROOF FRAMING PLAN
SHEET S1.3
- STAIR FRAMING PLAN
551 -r 55. t -
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SHEET MP1.1- MECHANICAL AND PLUMBING
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Material Symbols
CONCRETE'
EXISTING FIXTURE COUNT: CH 29
OCCUPANCY LOAD: CH 10TOTAL
FIXTURE COUNT: CH 29
Existing Occupant Loads
CITY OF COLLEGE STATION INFO:
maximum is nce Travel to
Maximum Dead End Corridor: 20'-0"
First Floor = 180 Occupants
EARTH FILL
REQUIRED:
GYPSUM ;•,.,
Second Floor = 154 Occupants
MALE: FEMALE: UNISEX:
V)
Total. Existing Load = 337 Occupants
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Urinals: 0 0 0
Water Closets: 4 4 0
Proposed Addition Occupant Loads
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Lavatories: 2 2 0
Drinking Fountains: 0 0 1
Occupancy Group = A-2
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Water Will Be Provided at Bar Service
Space Function Sq Ft Usage.
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Service Sink: 1 Required
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Tables & Chairs = 1131 Sq Ft
E.I.F.S. SYSTEM
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= 2 ExitSr Req'd
15 sq ft netper Occupant
CONTINUOUS ee
NON-CONTINOUS WOOD
Area Occupant Load = 226 Occupants
Minimum Egress Width Required [Total]
HANDICAPPED PROVISIONS:
PROVIDED NEW;
MALE: FEMALE: UNISEX:
Standing Space = 1178 Sq Ft
0
Toilet Stalls: 0 Existing - 3 New
Lavatories: 0 Existing - 2 New
Egress Width = .3" x Occupant LoadUrinals:
5 sq ft net per Occupant
5 0 0
Drinking Fountains: 0 Existing - 0 New High/Low
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Area Occu ant Load = 79 Occupants
P p
=.3" x 308
Water Cooler: 0 Existing - 0 New
Water Closets: 1 4 0`
Miscellaneous Spaces
Parking Spaces: 2 Existing - 0 New
= 92;4" > minimum of 36"
Area Occupant Load = 3 Occupants
Lavatories: 2 2 0
Ramps: O Existing - 0 New
Elevator: 0 Existing - 0 New
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TOTAL 3rd Floor Occupant Load = ` 308 Occupants
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Material Symbols
CONCRETE'
EXISTING FIXTURE COUNT: CH 29
CONCRETE (SECTe
EGRESSITOTAL OCCUPANT LOADS; CH 10
CITY OF COLLEGE STATION INFO:
maximum is nce Travel to
Maximum Dead End Corridor: 20'-0"
MALE: FEMALE: UNISEX:
EARTH FILL
- Northgate Core
GYPSUM ;•,.,
Minimum Corridor Width; 3'-0"
Urinals: 0 0 0 `
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S ecial Desi n District `
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Minimum Clear Opening of Exit Doors: 2'-8"
Water Closets: 0 0 0
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INSULATION
Minimum Number of Exits:
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Lavatories: 0 0 0
Drinking Fountains: 0 0 0
BRICK & MASONRY
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Occupant load ;,,50 ,
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Minimum Egress Width Required [Total]
PROVIDED NEW;
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Drinking' Fountains: 0 0 0
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= 92A"> minimum of 36"
TOTAL FIXTURE COUNT:
Minimum Egress Width Provided [Total]
MALE: FEMALE: UNISEX:
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Existing Stairway Width = 48" Clear Width Provided
Urinals: 5 0 0
Water Closets: 1 4 0
New Exterior Stair Width = 48" Clear Width Provided
Lavatories: 2 2 0
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Total Egress Stair Width = 96" Clear Width of. Egress
Drinking Fountains: 0 0 0
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CONCRETE'
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STEEL
BATT INSULATION
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APPLICANT:
BARRY IVINS
401 UNIVERSITY DR.
COLLEGE STATION,
TX 77840
979.220.6966
OWNER:
SHELTON FAMILY
PARTNERSHIP
3501 GILLON AVE.
DALLAS, TX 75205
F: 214.526.2366
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RAWING SHEET NUMBE
48" WIDE STAIR EXIST
EXST
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IST FLOOR
LAY -IN CEILING SYSTEM -1 HOUR RATED
"THE CORNER" BAR & GRILL - REF. CELING PLAN
SCALE: 3/16" =1'-0"
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LAY -IN CEILING SYSTEM -1 HOUR RATED — — —
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METAL SHEET
6" BATT INSUALTION (IN PURLIN SP
3-s' METAL STUD
2' HAS T CHANNELS @ 16" O.C.
T DENSGLAS SHEATHING
1"STUCCO FINISH W/ METAL LATH
VENT TRIM
BATT INSULATION
THIN SET BRICK
s' F.0 GYPSUM BOARD (PAI
3 "THE CORNER" BAR & GRILL - DETAIL
SCALE: 3" =1'-0" STUCCO SOFFIT DETAIL
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HVAC
ALL WALLS IN OPEN
;EGRESS CORRIDOR
AL2 HOUR FIRE WALL
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3'-0"
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PROVIDE NEW INFILL w/ MATCHING FIRE RATING
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SECOND FLOOR EXIT REDESIGN
DEMO EXISTING WALL
EXISTING W.
NEW INFILL w/ OTCHING FIRE RATING
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METAL SHEET
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3-s' METAL STUD
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T DENSGLAS SHEATHING
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VENT TRIM
BATT INSULATION
THIN SET BRICK
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3 "THE CORNER" BAR & GRILL - DETAIL
SCALE: 3" =1'-0" STUCCO SOFFIT DETAIL
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ALL WALLS IN OPEN
;EGRESS CORRIDOR
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CONTRACT
DOCUMENTS
APPLICANT:
BARRY IVINS
401 UNIVERSITY DR.
COLLEGE STATION,
TX 77640
979.220.6966
OWNER:
SHELTON FAMILY
PARTNERSHIP
3501 GILLON AVE.
DALLAS, TX 75205
F: 21 4.526.2366
DRAWING TITLE
RCP PLAN
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CONTRACT
DOCUMENTS
APPLICANT:
BARRY IVINS
401 UNIVERSITY DR.
COLLEGE STATION,
TX 77640
979.220.6966
OWNER:
SHELTON FAMILY
PARTNERSHIP
3501 GILLON AVE.
DALLAS, TX 75205
F: 21 4.526.2366
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SCALE: 118" =1'-0"
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SCALE: 1/8" =1'-0"
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t- APPLICANT:
r BARRY IVINS
401 UNIVERSITY DR.
�+ COLLEGE STATION,
co CO TX 77940
979.220.6966
OWNER:
SHELTON FAMILY
PARTNERSHIP
3BO1 GILLON AVE.
DALLAS, TX 75205
F• 21 4.526.2366
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314" METAL PICKET @ 4.5" O.C.
2" SQUARE TUBE
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BASEPLATE RE: STRUCTURAL
� "THE CORNER" BAR &GRILL - RAIL DETAIL
DRAWING SHEET NUMBER
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BASEPLATE RE: STRUCTURAL
� "THE CORNER" BAR &GRILL - RAIL DETAIL
DRAWING SHEET NUMBER
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"THE CORNER" BAR & GRILL -
SCALE: 1/4" =1'-0"
ELECTRICAL LEGEND
SYMBOL DESCRIPTION SYMBOL DESCRIPTION
FLOURESCENT TUBE DUPLEX RECEPTACLE
GENERAL ELECTRICAL NOTES
1. ALL ELECTRICAL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PREVAILING CODES.
2. ELECTRICAL CONTRACTOR SHALL FURNISH & INSTALL ALL WIRING; BOXES, CONDUITS, AND FIXTURES AS SHOWN
ON THE PLANS. THIS INCLUDES ANY REQUIREII)TEMS`NOT SPECIFICALLY NOTED ON PLANS TO MAKE SYSTEMS
OPERATIONAL AND MEET PREVAILING `CODES.
3. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR FOR HVAC UNIT
REQUIREMENTS AND FOR ELECTRICAL REQUIREMENTS FOR RESTROOM.EXHAUST FANS.
4. THE ELECTRICAL CONTRACTOR SHALL VERIFY SIZES OF BREAKERS, FUSES, PANELS ETC. AND ADJUST IF
REQUIRED TO MEET CODES OR TO PROVIDE ADEQUATE SERVICE, ELECTRICAL CONTRACTOR SHALL NOTIFY
CONTRACTOR AND ARCHITECT OF ANY SUCH CHANGES.
5. ALL RESTROOM EXHAUST FANS SHALL BE SWITCHED WITH THE LIGHTS WHEN ACCEPTABLE TO CODES,
6. ELECTRICAL CONTRACTOR SHALL INSTALL PRIMARY CONDUIT FOR PHONE LINES AND DATA DROPS. CONDUITS
SHALL BE SUPPLIED WITH PULL STRINGS FOR USE BY OTHERS.
7. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE ELECTRICAL SERVICE, DISCONNECT,
SUB -FEED AND INTERIOR PANEL(S) AS REQUIRED.
8. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED PERMITS AND INSPECTIONS.
9. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED; EMERGENCY SIGNS WITH BATTERY
BACK-UPS AS REQUIRED AND INDICATED ON PLANS.
10. ALL WIRING BE SIZED AS PER THE CURRENT VERSION OF THE NATIONAL ELECTRIC CODE
REQUIREMENTS,
11. THE ELECTRICAL CONTRACTOR SHALL PROVIDE STANDARD INSTALLATION AND MANUFACTURER'S WARRANTY.
12. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL AND PLUMBING CONTRACTORS
FOR PORTIONS' OF THE WORK AS REQUIRED.
13. ALL EQUIPMENT PROVIDED SHALL BE U.L. LISTED FOR FOR THE USE.INTENDED AND THE METHOD OF
INSTALLATION,
14. ELECTRICAL CONTRACTOR SHALL FURNISH`REQUIRED INFORMATIOR SUCH AS LOAD SUMMARY, ONE LINES, OR
RISER DIAGRAMS. THESE SHALL BE CALCULATED BY A MASTER ELECTRICIAN AND THEIR LICENSE NUMBER SHALL
BE PROVIDED WITH SUCH CALCULATIONS AND INFORMATION.
F,
05-29-08
CONTRACT
DOCUMENTS
APPLICANT:
BARRY IVINS
401 UNIVERSITY DR.
COLLEGE STATION,
TX 77840
979.220.6966
OWNER:
SHELTON FAMILY
PARTNERSHIP
3501 GILLDN AVE.
DALLAS, TX 75205
F: 214.526.2366
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RECESSED LIGHT FIXTURE
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SINGLE POLE SWITCH
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VISUAL ALARM
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THREE WAY SWITCH
A'AUDIO
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DIMMER SWITCH
SMOKE DETECTOR
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120V PANEL
THERMOSTAT
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480V PANEL
CABLE OUTLET.
FLOOD LIGHT FIXTURE
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COMBINATION LIGHT
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CEILING FAN W1 LIGHT KIT
NOTE:: ALL `SYMBOLS MAY NOT BE USED
ELECTRICAL LEGEND
SYMBOL DESCRIPTION SYMBOL DESCRIPTION
FLOURESCENT TUBE DUPLEX RECEPTACLE
GENERAL ELECTRICAL NOTES
1. ALL ELECTRICAL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PREVAILING CODES.
2. ELECTRICAL CONTRACTOR SHALL FURNISH & INSTALL ALL WIRING; BOXES, CONDUITS, AND FIXTURES AS SHOWN
ON THE PLANS. THIS INCLUDES ANY REQUIREII)TEMS`NOT SPECIFICALLY NOTED ON PLANS TO MAKE SYSTEMS
OPERATIONAL AND MEET PREVAILING `CODES.
3. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR FOR HVAC UNIT
REQUIREMENTS AND FOR ELECTRICAL REQUIREMENTS FOR RESTROOM.EXHAUST FANS.
4. THE ELECTRICAL CONTRACTOR SHALL VERIFY SIZES OF BREAKERS, FUSES, PANELS ETC. AND ADJUST IF
REQUIRED TO MEET CODES OR TO PROVIDE ADEQUATE SERVICE, ELECTRICAL CONTRACTOR SHALL NOTIFY
CONTRACTOR AND ARCHITECT OF ANY SUCH CHANGES.
5. ALL RESTROOM EXHAUST FANS SHALL BE SWITCHED WITH THE LIGHTS WHEN ACCEPTABLE TO CODES,
6. ELECTRICAL CONTRACTOR SHALL INSTALL PRIMARY CONDUIT FOR PHONE LINES AND DATA DROPS. CONDUITS
SHALL BE SUPPLIED WITH PULL STRINGS FOR USE BY OTHERS.
7. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE ELECTRICAL SERVICE, DISCONNECT,
SUB -FEED AND INTERIOR PANEL(S) AS REQUIRED.
8. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED PERMITS AND INSPECTIONS.
9. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED; EMERGENCY SIGNS WITH BATTERY
BACK-UPS AS REQUIRED AND INDICATED ON PLANS.
10. ALL WIRING BE SIZED AS PER THE CURRENT VERSION OF THE NATIONAL ELECTRIC CODE
REQUIREMENTS,
11. THE ELECTRICAL CONTRACTOR SHALL PROVIDE STANDARD INSTALLATION AND MANUFACTURER'S WARRANTY.
12. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL AND PLUMBING CONTRACTORS
FOR PORTIONS' OF THE WORK AS REQUIRED.
13. ALL EQUIPMENT PROVIDED SHALL BE U.L. LISTED FOR FOR THE USE.INTENDED AND THE METHOD OF
INSTALLATION,
14. ELECTRICAL CONTRACTOR SHALL FURNISH`REQUIRED INFORMATIOR SUCH AS LOAD SUMMARY, ONE LINES, OR
RISER DIAGRAMS. THESE SHALL BE CALCULATED BY A MASTER ELECTRICIAN AND THEIR LICENSE NUMBER SHALL
BE PROVIDED WITH SUCH CALCULATIONS AND INFORMATION.
F,
05-29-08
CONTRACT
DOCUMENTS
APPLICANT:
BARRY IVINS
401 UNIVERSITY DR.
COLLEGE STATION,
TX 77840
979.220.6966
OWNER:
SHELTON FAMILY
PARTNERSHIP
3501 GILLDN AVE.
DALLAS, TX 75205
F: 214.526.2366
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SYMBOL
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SYMBOL
DESCRIPTION
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FLOURESCENT TUBE
�
DUPLEX RECEPTACLE
�
DUPLEX RECEPTACLE
CD
O\ J
W/ GROUND FAULT INTERRUPTION
STANDARD LIGHT FIXTURE
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DUPLEX - WEATHER PROOF
SURFACE MOUNTED
�
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QUAD RECEPTACLE
-(I}- -
WALL MOUNTED LIGHT
C
220V ELECTRICAL OUTLET
SIT
EXIT LIGHT TYPE
z
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DIRECTIONAL AS NOTED
�
SINGLE 115V RECEPTACLE
BRACKET MTD: FXT. TYPE
V
SINGLE 115V RECEPTACLE
UNSWITCHED `FLORESCENT FXT
TELEPHONE/DATA OUTLET IN WALL
�P
EMERGENCY FIXTURE TYPE
�
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PENDANT LIGHT FIXTURE
a
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RECESSED LIGHT FIXTURE
a
SPEAKER [ LOCATED AS NOTED]
$
SINGLE POLE SWITCH
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VISUAL ALARM
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AUDIO VISUAL ALARM.
DIMMER SWITCH
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480V PANEL
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CABLE OUTLET
FLOOD LIGHT FIXTURE
Z
o a
PHONE JACK -
EXHAUST FAN"ONLY
1
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COMBINATION' LIGHT
AND EXHAUST FAN
..CEILING -FAN
CEILING FAN W/ LIGHT KIT
NOTE: ALL SYMBOLS MAY NOT: BE USED
3ENERAL ELECTRICAL NOTES
. A 125v singe phase 20 amp -rated receptacle outlet shall be installed at an accessible
Dcation for the servicing of heating, air conditioning, and refrigeration equipment on all
ooftops, attics, crawl spaces, and outside equipment locations. The receptacle outlet is -
equired to be installed within 10!4' of the equipment to be serviced. The receptacle shall
rot be connected to the load side of the equipment disconnecting means.
?. Conductor material for general wiring shall be copper. Aluminum conductors sized 1/ 0 or
arger may be used outside of a building or structure.
3. Riser Diagrams and Electrical Load calculations shall be provided by the electrical
�ntractor or owner prior to permitting.
GENERAL ELECTRICAL NOTES
1. ALLELECTRICAL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PREVAILING CODES,
2. ELECTRICAL CONTRACTOR SHALL FURNISH & INSTALL ALL WIRING, BOXES, CONDUITS, AND FIXTURES AS SHOWN
ON THE PLANS, THIS INCLUDES ANY REQUIRED ITEMS NOT SPECIFICALLY NOTED ON PLANS TO MAKE SYSTEMS
OPERATIONAL AND MEET PREVAILINUODES
3. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL: CONTRACTOR FOR HVAC UNIT
REQUIREMENTS AND FOR ELECTRICAL REQUIREMENTS FOR RESTROOM EXHAUST FANS,
4. THE ELECTRICAL CONTRACTOR SHALL VERIFY SIZES OF BREAKERS, FUSES, PANELS ETC. AND ADJUST IF
REQUIRED TO MEET CODES OR TO PROVIDE ADEQUATE SERVICE. ELECTRICAL CONTRACTOR SHALL NOTIFY
CONTRACTOR AND ARCHITECT OF ANY SUCH CHANGES.
5. ALL RESTROOM EXHAUST FANS SHALL BE SWITCHED WITH THE LIGHTS WHEN ACCEPTABLE TO CODES.
6. ELECTRICAL CONTRACTOR SHALL INSTALL PRIMARY CONDUIT FOR PHONE LINES AND DATA DROPS. CONDUITS
SHALL BE SUPPLIED WITH PULL STRINGS FOR USE BY OTHERS.
7. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE ELECTRICAL SERVICE, DISCONNECT,
SUB -FEED AND INTERIOR PANEL(S) AS REQUIRED.
I 8. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED PERMITS AND INSPECTIONS.
9. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED EMERGENCY SIGNS WITH BATTERY
BACK-UPS AS REQUIRED AND INDICATED ON PLANS.
10. ALL WIRING SHALL BE SIZED AS PER THE CURRENT VERSION OF THE NATIONAL ELECTRIC CODE
REQUIREMENTS.
11. THE ELECTRICAL CONTRACTOR SHALL PROVIDE STANDARD INSTALLATION AND MANUFACTURERS WARRANTY.
12. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL AND PLUMBING CONTRACTORS
FOR PORTIONS OF THE WORK AS REQUIRED,
13. ALL EQUIPMENT PROVIDED SHALL BE U.L. LISTED FOR FOR THE USE INTENDED AND THE METHOD OF
INSTALLATION,
14. ELECTRICAL CONTRACTOR SHALL FURNISH REQUIRED INFORMATION SUCH AS LOAD SUMMARY, ONE LINES, OR
RISER DIAGRAMS. THESE SHALL BE CALCULATED BY A MASTER ELECTRICIAN AND THEIR LICENSE NUMBER SHALL
BE PROVIDED WITH SUCH CALCULATIONS AND INFORMATION.
05-29-08
CONTRACT
DOCUMENTS
APPLICANT:
BARRY IVINS
401 UNIVERSITY DR.
COLLEGE STATION,
TX 77840
979.220.6966
OWNER:
SHELTON FAMILY
PARTNERSHIP,
3501 GILLON AVE.
DALLAS, TX 75205
F: 214.S26.2366
PROJECT TITLE & DESCRIPTION
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DRAWING SHEET NUMBER
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GENERAL NOTES
FOR REINFORCEMENT
THE FOLLOWING MINIMUM CONCRETE COVER SHALL
I
1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE INTERNATIONAL
BUILDING CODE, 2003 EDITION (IBC).
2. THE DESIGN GRAVITY LOADS
CAST IN-PLACE CONCRETE CONSTRUCTION:
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ARE AS FOLLOWS:
DEAD LOADS INCLUDE MATERIAL WEIGHTS WITH A 4 PSF MECHANICAL
SURCHARGE LOAD AND 20 PSF PARTITION
PERMANENTLY EXPOSED To EARTH
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LOAD
LIVE. LOADS
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ROOF 10 PSF
SPACE 100 PSF
NO.'6 THRU NO. 18 BARS
<"COMMERCIAL
Ss/0NAL EAG
3. EXCEPT FOR LOADS EQUAL TO OR IN EXCESS OF 100 PSF, LIVE LOADS
ARE REDUCED ACCORDING TO, SECTION 1607.9
1.5 INCHES
AA
OF THE IBC.
4. THE STRUCTURE �HAS BEEN DESIGNED TO WITH WIND PRESSURE
BASED ON A 100 MILE PER HOUR WIND SPEED.
WEATHER OR IN CONTACT WITH
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WIND PRESSURES WERE
- CALCULATED FROM ASCE 7, AS ALLOWED IN SECTION 1609.1.1 OF
:5;
SLABS, WALLS, JOISTS
THE IBC.
No. 14 1& NO. 18 BARS
NO 11 EARS & SMALLER
1.5 INCHES
S. STRUCTURAL DRAWINGS SHALL BE COORDINATED WITH MECHANICAL
AND ARCHITECTURAL DRAWINGS. VERIFY ALL DIMENSIONS WITH
FOR
CONSTRUCTI O
ARCHITECTURAL DRAWINGS.
6. THIS DESIGN IS BASED ON THE PREPARED ARCHITECTURAL
113 6- I O..oa
DRAWINGS,
WHERE CONDITIONS OTHER THAN THOSE SHOWN ON ARCHITECTURAL
D
DRAWINGS EXIST, THE CONTRACTOR SHALL CONTACT GESSNER
1.5 INCHES
ENGINEERING TO ADDRESS THOSE DIFFERENCES.
BARS IN A LAYER SHALL BE T HE DIAMETER OF THE
GENERAL FOUNDATION NOTES
NOMINAL MAXIMUM SIZE OF COARSE AGGREGATE
I. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF
A. 1/5 THE NARROWEST DIMENSION BETWEEN SIDES
4000 PSI AT 28 DAYS AND SHALL HAVE AN APPROVED AIR
B. 1/3 THE DEPTH OF SLABS, NOR
ENTRAINMENT AGENT. FLY ASH MAY BE CONSIDERED AT THE
INDIVIDUAL REINFORCING BARS.
DISCRETION OF THE ENGINEER IF AMBIENT TEMPERATURE AT THE
979-680.8841 (Fax)
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TIME OF POUR ARE EXPECTED To bE IN EXCESS OF 70 DEGRESS
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____-_DOWNSPOUT
ROOF DRAINAGESLAB SHALL BE REINFORCED WITH #3 BARS @ 12- OCEW.
3. ALL SLAB REINFORCEMENT SHALL BE SUPPORTED WITH CHAIRS
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OR MASONRY BRIQUETTES-
AT NOT MORE THAN 6 FEET ON CENTER.
4. REINFORCING BARS WILL BESEbURED AT EVERY OTHER
INTERSECTION.
PROJECT TITLE &DESCRIPTION
7. LAPS AND SPLICES IN REINFORCING BARS WILL BE A MINIMUM OF
S1.1
30 BAR. DIAMETERS.
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8. STRUCTURAL DRAWINGS TO BE: COORDINATED W/
ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR
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ALL OPENINGS, INSERTS, AND RELATED ITEMS.
SHEET 1 OF 4
9. ALL FOUNDATION PLAN DIMENSIONS ARE INTERPRETED FROM
AND SHALL BE VERIFIED WITH THE FLOOR PLAN AND THE OWNER
NOTIFEEDlF DISCREPANCIES EXIST.
10. ANY UNUSUAL CONDITIONS ENCOUNTERED AFFECTING THE
FOUNDATION SHALL BE BROUGHT TO THE ATTENTION OF THE
OWNER AND THE ENGINEER PRIOR TO CONCRETE
PLACEMENT.
11. BASED ON IBC 2000 PROVISIONS, SECTIONS 7.2 & 7.3, ALL BARS
SHALL BE COLD BENT WITH XMINIMUM INTERNAL BEND RADIUS OF 6
BAR DIAMETERS EXCEPT STIRRUPS AND TIES, WHICH SHALL BE
GREATER THAN 4 BAR DIAMETER'S IN REGARD
U)
TO INTERNAL BEND
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FOR REINFORCEMENT
THE FOLLOWING MINIMUM CONCRETE COVER SHALL
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CAST IN-PLACE CONCRETE CONSTRUCTION:
CONCRETE CAST AGAINST AND
C)
PERMANENTLY EXPOSED To EARTH
3 INCHES
CONCRETE EXPOSED TO EARTH OR
WEATHER.
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2 INCHES
NO 5 BARS L & SMALLER
1.5 INCHES
CONCRETE NOT EXPOSED TO
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GROUND:
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SLABS, WALLS, JOISTS
No. 14 1& NO. 18 BARS
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1.5 INCHES
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0.75 INCHES
BEAM, COLUMNS:
PRIMARY. REINFORCEMENT, TIES,
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STIRRUPS, : SPIRALS
1.5 INCHES
THE MONIMUM CLEAR SPACING BETWEEN PARALLEL
,
BARS IN A LAYER SHALL BE T HE DIAMETER OF THE
BAR, BUT NOT LESS THAN ONE (1) INCH.
NOMINAL MAXIMUM SIZE OF COARSE AGGREGATE
SHALL NOT BE LARGER THAN:
A. 1/5 THE NARROWEST DIMENSION BETWEEN SIDES
OF FORMS, NOR
B. 1/3 THE DEPTH OF SLABS, NOR
C. 3/4 THE MINIMUM CLEAR SPACING BETWEEN
INDIVIDUAL REINFORCING BARS.
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REVISIONS
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College station, Texas 77840
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979-680.8840 (Phone)
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College Station, Texas 77840
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979.680.8840 (Phone)
979.680.8841 Fax
www.gessnerengineedng.com
CHECKED BY: TES
CONTRACT ISSUE DATE. os -10 -Of
REVISIONS
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SCREWS AS REQ'D.
(EACH SIDE)
E WALL BRIDGING DETAIL
NTs
STRUCTURAL/MISCELANEOUS LIGHT GAUGE STEEL NOTES
STEEL NOTES 1. THE COLD -FORMED STRUCTURAL FRAMING SHALL BE
1. ALL GROUT USED UNDER STEEL COLUMN BASE MANUFACTURED FROM STRUCTURAL QUALITY STEEL HAVING ,
PLATES SHALL'BE OF NON -SHRINKABLE TYPE AND MINIMUM YIELD STRENGTH OF 33 KSI (230 MPA) FOR ALL GAUGES *:: b•...':*..
C 8x1 1.5SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AND HAVE MINIMUM PROTECTION COATING EQUAL TO G-60 THOMAS E. GESSNER
PURLINS' Ca? 4' OF 5000 PSI. GALVANIZED FINISH. THE STEEL SHALL CONFORM TO ONE OF THE :a :""""" "
FOLLOW,� 90967
EF: G S5.1 C -C SPACING 2. ALL WELDING SHALL CONFORM TO THE
792 OR ASTM A 4 NG ASTM STANDARDS: ASTM A 653, ASTM A 875, ASTM A o,��s IiOEN?C�"-
HSS 4x4xY8" STANDARDS OF CHAPTER J OF THE MANUAL OF S/ON L 6
C 8x1`1.5
B STEEL CONSTRUCTION OFTHE 2. STRUCTURAL FRAMING`SHALL BE PROPERLY SPACED, PLUMBED, A
BEAM HE AMERICAN
p,
, LEVELED SQUARED, FIT
U
PROPERLY AGAINST ABUTTING
MEMBERS
2
16 GA. FLA:
_ P RL(N
T
INSTITUTE;
OF STEEL
CONSTRUCTION. SHORT
AND HELD SECURELY IN PLA E
C UNTIL PERMANENTLY F
STRAP STABILITY
FASTENED.
V
A ILITY CI _
RCUIT TRANSFER F
ORT
HE GAS METAL ARC
TYING OF:
WELDING PRO
WIRE STRUCTURAL FRAMING COMPONENTS IS
BRACING. CESS ISNOT PERMITTED.
00 -
BRIDGING T125 54 PERMITTED.
400 T-125. 5 3. ELECTRODES FOR ALL FIELD AND
4 SHOP WELDING
BRIDGING 3. FASTENING OF THE COLD -FORMED STRUCTURAL FRAMING SYSTEM
SEE E
S5.1 SHALL BE CLASSE7
OXX.
SHALL BE.ACCO LI
MP SHED BY SCREWING POWER ACTUATED
„
SEE E '_S5.1 ,
FOR
3 4. ALL RECTANGULAR HSS F
46 KSI- SHAPES SHALL
_lZ1x5 EMBED
(Y
/ B
i� FASTENERS, 4 ASTE ERS WELDING OR A COMBINATION 4 _ ON OF METHODS. THE
EPDXIED
SCREW
STRAP
TO
CONFORM M TO ASTM A500 GRADE B. ALL OTHER
CONSTRU
GT
for
ANCHOR
.TYPE :SIZE AND SPACING OF THE F T
AS ENERS SHALL BE
EACH _
CHS UD
T
SHAPES &PLATES A
3s. 06 � O o8
RE UIRED: BY THE CONTRACT D
BOLTS' W! L4X4X
Q DOCUMENTS OR APPROVED
5. ALL STRUCTURAL STEEL
DETAILS -AND
CONNECTION DETAILS:
STIFFENER'
AS
400S13Z-54 ,
CONNECTIONS H
_ OSS ALL
CONFORM TO STANDARDS
400S137 5
4 4. STRUCTURAL TRUC L FRAMINGTHAT HAS A PROTECTIVE COATI
SHOWN
_ ;, NG
»
STUD 6
1 OF THE RISC.
REMOVED: BY WELDING SHA
:STUD (91 G LL HAVE THE COATING REPAIRED AT
24
- 6. ALL MISCELLANEOUS C C SPACING US WELDS FIELD OR SHOP
� _ ( ) THE WELDS BY PAINTING WITH A ZINC RICH PRIMER.
_ C C SPACING R
400 T12 SHALL B
5 54 E MINIMUM SIZE FILLET ALL
AROUND IN __ 5 -
.400 ; -
.COLD FORMED STRUCTURAL FRAMING MAY BE SHOP OR FIELD
T125 54
ACCORDANCE W
BOTTOM TRACK
R NCE ITH RISC. WELDING OF
FABRICATED INTO ASSEMBLIES PRIOR TO ERECTION OR STICK
CONTINUOUS MEMBERS SHALL BEA
MINIMUM OF .BUILT IN THE FIELD.
2 INCHES OF 3/161N
CH FILLET STITCH`WEL
SCREWS OR WELD..' WELDS AT 12 < 6. THE STRUCTURAL FRAMING
D00
R OPENING
S NG SHALL HAVE ENDS SQUARELY CUT BY
INCHES 0: A
S C STAGGERED EACH SIDE, ASR SHEARING OR SAWING BE INSTALLED PLUMB SQUARE,TRUE T
EQ D
WL
O
L FRAMI
NG ELEVATION
OT ,
HERWISE NOTED. COLUMN
PLATES; CAP LINE AND SECURELY FASTENED PER THE CONTRACT D
@)N-TSt OCUMENTS
PLA AND ND STIFFENER PLATES SHALL BE'
OR APPROVED CONNECTION DETAILS. TORCH' CUTTING IS NOT
. WELDED ALL AROUND.„
PERMITTED.
=Do
OR HEADER
ER FRAMIN
AGON L G ELEVATION A BRACING DE
G TAI L
7. PROVIDE
ALL NECESSARY
Y HOLES IN 7. FABRICATION, HANDLING, AND ERECTION OF THE STRUCTURAL
S `''
-NTS
MISCELLANEOUS STRUCTURAL STEEL MEMBERS FRAMING AND ASSEMBLIES SHALL BE DONE IN A MANNER TO
FOR ATTACHMENT A CHM T OF NON-STRUCTURAL ITEMS PREVENT ANYbAMAGE'OR DISTORTION OF THE FRAMING.
( E.. HOLES FOR WINDOW HEAD ANCHORS 8. COLD FORMED TRACKS WHEN SET TO ADJACENT STRUCTURES,
,.: � _
8. SPLICING STRUCTURAL STEEL MEMBERS SHALL HAVE WEB CONTACT WITH A UNIFORM AND LEVEL 'BEARING
WHERE NOT DETAILED .
IS PROHIBITED WITHOUT - SURFACE AND BE SECURELY ANCHORED WITH FASTENERS SIZED
PRIOR APPROVAL O THE THE STRUCTURAL AND SPACED PER THE CONTRACT'DOCUMENTS OR APPROVED
ENGINEER. CONNECTION DETAILS.
2.5x2.5XY A36
4 9. COORDINATE ALL STRUCTURAL DRAWINGS WITH.. 9. BRACING OF AXIAL LOADED STRUCTURAL FRAMING SHALL B
_ E
CAP PLATE
ARCHITECTURAL DRAWINGS PR ACCOMPLISHED BY EITHER PRIOR TO , E COLD ROLLED CHANNEL, RUN
CONSTRUCTION: HORIZONTALLY ■
.HSS 2.5x2,5xY
THROUGH THE STUD AND ATTACHED-
AT EACH STUD OR BY MINIMUM _ . U 2 WIDE STEEL STRAPS RUN
HSS 1.5x1.5xY
s HORIZONTALLY, ON BOTH SIDES OF THE STUDS, AND ATTACHED AT �
.�. TOP TRACK
1�-
EACH STUD. VERTICAL SPACING OF THE BRACING 1S LIMITED TO A
, e--
MAXIMUM OF 4'-0", THROUGHOUT THE HEIGHT OF THE FRAMING
10. AXIAL LOADED STUDS ARE NOT PERMITTED TO HAVE ._ M
SPLICES OR � I
CUTOUTS. N THE FLANGES. AXIALLY OA
M
3 3 LOADED STUDS SHA
x _PICKET TY LL BE
550 S162
SECTION `OF TRACK
-43 INSTALLED PLUMBED ALIGNED AND SECURED TO THE
TOP AND V
HEADER'BEAM' I BOTTOM TRACKS (WITHIN 1/16 OF THE TRACK WEB). en
11.
.FRAMING OF WALL OPENINGS SHALL INCLUDE JACK STUDS, L �
0
HEADERS 'CRIPPLES SILL PLATES AND JAMB STUDS AS'PER THE O ti
3/16:CONTRACT DOCUMENTS OR APPROVED SHOP DRAWINGS. -s. C37
c
_ SECTION OF STUD
12. FOR WALL FRAMING ASSEMBLIES THAT WILL FORM VOIDS WHICH
,� -Ir
MSS 2x2`Iq' WILL NOT BE ACCESSIBLE TO THE INSULATION CONTRACTOR THE
XY8
CRIPPLE STUD S
FRAMING CONTRACTOR `Ot
K M TRAC OR SHALL BE RESPONSIBLE FOR FILING
V
KICKER
THE VOIDS, WITH SUITABLE INSULATION, PRIOR A
HSS 2x2 ( , ASSEMBLY. O�
XY
SCREWS OR WELD13. SLIP CONNECTIONS ALLOWING FOR VERTICAL MOVEMENT OF -THE
OR CTURE W � ST U ITHOUT IMPOSING VERTICAL -.LOAD ON THEHEAD TRACK AS REQ D c J Cu
STRUCTURAL FRAMING SHALL'BE PER THE CONTRACTDOCUMENTS OR APPROVED. SHOP DRAWINGS. �.TEMPORARY BRACING OF TH CUNE STRUCTURA �L FRAMING S HALL BE
„
PROVIDED AS REQUIRED AN
Q D REMOVED ONLY 6x A36
2 fdx2.5 EA
Y AFTER THE
Zxa CON H DED FRAMING HAS BEEN SECURED WITH PERMANENT SUPPORT.
- BASE PLATE CONCRETEANCHOR MULTIPLE MEMBERS
15. STRUCTURAL FRAMING SHEAR WALLS SHALL BE BUILT PER THE 06
' SIDE VIEW AS REQUIRED C1'3 .,
ELEVATION CONTRACT DOCUMENTS OR APPROVED SHOP DRAWINGS.
16. THE FLOOR OR ROOF FRAMING MEMBERS SHALL BE'LINED UP
O
DIRECTLY OVER VERTICAL SUPPORTS OR BELSUPPORTED BY •. --
X_
A
S�
BEAM HEADER AT
OPENINGS
LOAD DISTRIBUTION MEMBER PER THE CONTRACTDOC
_. _ DOCUMENTS
N E
@PNT� WALL BRID OR APPROVED SHOPDRAWIN GING DETAIL GS. THE TOP. TRACK IS NOT
F -NTS PERMITTED TO ACT AS A DISTRIBUTION MEMBER UNLESS C%)
-Ir
DESIGNED FOR THAT CONDITION.
17. COLD -FORMED V
D D STRUCTURAL JOISTS SHALL BE SUPPORTED BY CLi J
-I-+
FOUNDATION WALLS, JOIST HANGERS, LOAD DISTRIBUTION •-
OO Q)
MEMBERS, OR LINED UP, OVER VERTICAL SUPPORTS PER THE i
_ CONTRACT DOCUMENTS O AP V O
R PROVED SHOP DRAWINGS.
M
18. COLD -FORMED STRUCTURAL JOISTS SHALL MINI - ''
MUM 1 1/2
Q M U
BEARING SUPPORT, A MINIMUM 10" OF UNPUNCHED WEB FROM AN
END SUPPORT AND:MINIMU
M 10 OF UNPUNCHED WEB
ON
SIDE OF AN INSIDE SUPPORT.
PROJECT TITLE &DESCRIPTION
9. STRUCTURAL FRAMING WEB STIFFENERS SHALL BE LOCATED AND
INSTALLED PER THE CONTRACT DOCUMENTSORAPPROVED SHOP
DRAWINGS.
20. PROVIDE ADDITIONAL JOISTS .UNDER PARALLEL PARTITIONS
WHERE THE PARTITION _
.TON LENGTH EXCEEDS ONE-HALF THE LENGTH
OF THE JOIST SPAN.
21. PR .' DE
OVI ADDITIONAL JOISTS AROUND OPENINGS WHICH
: EXCEED
THE NORMAL SP
ACING OF THE JOISTS UNLESS OTHERWISE O
NOTED. ■�
22. PROVIDE END BLOCKING WHERE JOIST ENDS ARE NOT
RESTRAINED AGAINST _ NST ROTATION.
23.
cn
3 STRUCTURAL FRAMING TRUSSES AND RAFTERS MAY BE � Q
.SHOP OR
FIELDAB
FABRICATED INTO ASSEMBLIES' PRIOR m
STICK BUILT IN THE FIELD.
, _ TO ERECTION, OR
w
L H
OW o
z 1--
cn
0
cj)LL cn
O w
C'3
V Uj
L1.1 J
C)
U�
` = V
I-
0
O
I
PROJECT TITLE & DESCRIPTION
PROJECT -
N0. 06 0135
DRAWN BY:
TLC
erner ,
CHECKED BY. TES
CONTRACT ISSUE DATE: - -
. 06 10 08
Engineering
REVISIONS
1712 Southwest P
_ ky, Ste 105
College Station, Texas 77840
P.O. Box 10763 77842-0763
979.680.8840 (Phone)
979.680.8841.. (Fax)
A
www. essneren ineedn .Com 0
9 _9 g
0
DRAWING TITLE DRAWING SHEET NUMBER
LIGHT GAUGE
S5. 1
FRAM
ING DETAILS
4 4
SHEET OF
EXIST
U)
��j j NEW HVAC UNIT
7 ON LOWER ROOF
EQUI P M ENT SCHEDULE
LU
EXHAUST FANS @ 400 CFM �,�`' •':.► .•�
J'�'•••..7
T£ .....
.
Item o N m L w o
No Qt Manufacturer Model` Number Equipment Cate o c2cn a o z ¢ > __
1 1 Star Manufacturing 530M Fryer, Dee fat, Electric X 41.5 208 O
_ _ 9 ry P_
0 0 0
18 � 2 1 Star Manufacturing 530TD Fryer, _Deep Fat, Electric X 41.5 208
(� 3 1 Star Manufacturing ; 536CHSD Griddle, Electric X 43.9 208 =
O 5 2'3 0 8
�I 4 CONTRACT
Star Manufacturing 8136RC8 Broiler, Under. -Fired Gas 0.75. 120
4 i g /: UM'ENT
D O C
5 1 Vulcan -Hart VG36 Range, Restaurant, Gas 0.75 120 ,
. X 5-15P 8.6 120
8 '' 1 True Food Service TSSU 48-12 - Refrigerator, Sandwich/Salad -Prep ,
Uj
5-15P ",4.2
11 p 7 1 Eagle Group/Metal Masters BW -2-120 Heat- Lamp/infrared Strip 120
19 5 8 1 APW Wyatt W -3V Wormer, Food, Electnc X 5-15P 10.0 120
® a 0
- i ALD101D Oven ;Microwave X 5-15P' 13.2 120
® 15 0 0 9 2 Amana ApPIlances`
_ 5-15P 7.6 120
10 1 True Food Service T-23
Refrigerator, Reach in X
1s �§ _ ,
~r HS -2 Sink, :Hand Wali Mount
_ __ _: 11 1 Krawne Metal
■ 13 10 CF - 20 g„
CFM - 200 CFM 200
0 12
_ -In,X 5-15P 9.1 120
. • _355 0
12 1 True Food: Service T 49 Refrigerator; .:Reach
. - .3' 120 208
13 1 ; True Food` Service T 49FG Display Case, Frozen 14-20P 12 /
NA 14 1 Advance Taboo 4-3-54' Sink,; Economy
15 1 Scotsman G1030MR-32A Ice Maker w/o Sin X 15.8 208 APPLICANT:
® ® BARRY IVINS'
• ® d 16 1 Scotsman 89485 Bin, Ice
■■ ■■■■■■ - .6 08 401 UNIVERSITY OF
■ 7 - 17 1 Scotsman ERC311 32A Icemaker Condenser. -Remote X 2 2
® ® r u COLLEGE" STATION,
- - !c 24400.0000 Iced Tea Brewer
X 5-15P 15.0 120
r-�------------�------------ 18 1 Bunn 0 Mat TX 77840
1 10X AC UNIT 979.220.6966
--------------------------- - -- ---
__, ,.___ _ _� 19 1 Captive lyre Exhaust Hood
s -� O a
--------------------- ------------------ ----
OWNER:
SHELTON FAMILY
PARTNERSHIP
3501 OILLQN AVE.
DALLAS, TX 75205
F: 214.526.21366
EXHAUST HOOD RE: EQUIPMENT SCHEDULE SPLIT SYSTEM UNIT IN ATTIC
.:..GENERAL HVAC NOTES
n n ' p j 1. ALL HVAC WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PREVAILING CODES.
MECHANICALLEGENDo �o
z P5
THE CORNER MECHANICAL P �;
C PLAN. 2. HVAC CONTRACTOR -SHALL FURNISH INSTALL ROOF TOP UNITS (RTU) AS SCHEDULED. SYMBOL DESCRIPTION - K,
cn rn o,
DIFFUSERS, GRILLS EQUIPMENT, 'AND:DEVICESASREQUIRED •�
SCALE. 3/16"-1-0 3. HVAC CONTRACTOR SHALL FURNISH & IN
ALL D SV w
TIN SUPPLY AIR DIFFUSER CT
FOR THE NEW SYSTEM PROPOSED ON THESE PLANS. THIS INCLUDES ANY REQUIRED ITEMS NOT SPECIFICALLY EXISTING
E
�
NOTED ON PLANS 1 O IYIIIf�G S 1 S 1 GM OPERATIONAL.,
EXISTING RETURN AIR DIFFUSER aui i- Iv
• K
4. HVAC CONTRACTOR SHALL FURNISH INSTALL R 8 RIGID FIBERGLASS DUCTWORK FOR ALL TRUNK
_ D D 10 LU
SQUARE TO ROUND DUCT TRANSITION
NOTED.
_ .
BOARD ACCEPTABLE UNLESS O
BOX
LINES AS SHOWN C%.7
TIE TO EXISTING COLLECTION
''z
1 GREASE LINES TO DRAIN TO NEW GREASE
- - NEW SUPPLY AIR DIFFUSER
CONTRACTOR HALL FURNISH AND INSTALL GALV. SHEET METAL DROPS FROM RTU. DUCTS SHAL
L BE N
ENSURE
5. HVAC CONTRAC 0 S
PROVIDE -AIR GAP,AND NS
TRAP
TRAP LOCATED ON FIRST FLOOR PRIOR TO
AND DOWNSPOUT.o
GREASETED W R INSULATION MINIMUM.
1EXTERNALLY INSULA l �•�
OF SCUPPER R _
OPERATION .
i
CONTINUED_OP
DIF
ENEW RETURN AIR FUSER -
ENTERING MA NSANITARY SEWER LINES. I z
FLOOR _
1 T L00
S
DUCT W AN -B MINIMUM VALUE. LENGTH OF
1 �
fl it 6. HVAC CONTRACTOR SHALL FURNISH & INSTALL ALL FLEXIBLE U WITH R � _
LO R OF LEVEL
FOR WER 0
8 ROUND
z
L_ _______-___ � RUN SHALL NOT EXCEED 10.0 ,CONNECTIONS O
F FLEX DUCT TO SHEET METAL SHALL E DONE USING RO
� FLEX DUCT 0 Z
INSERTS NYLON TIESTRAPS MADE' SPECIFICALLY FO
R THAT PURPOSE. -
a
INE LOCKABLE DAMPER U -�
1116111 17
- TIE to � �
7. ALL BRANCH LINES SHALL BE FURNISHED WITH DAMPERS WITH LOCKING QUADRANTS.
8. HVAC CONTRACTOR SHALL SUPPORT ALL DUCTWORK FROM STRUCTURE. ALL HANGERS SHALL BE VERTICAL. NO
O o
LU o
DUCTWORK SHALL LAY OR REST ON CEILINGS OR BE HUNG WITH WIRES.
F� o
FIRE DAMPER
8 ` T BACKS`OF ALL DIFFUSERS ARE INSULATED IN ACCORDANCE WITH
F-
N C
� WH ` 9. HVAC SUBCONTRACTOR SHALL INSURE THA
- vc
I W H INTERNAL CLEAR DUCT DIMEN.
Lu cu
4 PREVAILING CODES. / .�-•
H h
INCHES WIDTH(W)!.HEIGHT 10, WAC CONTRACTOR SHALL FURNISH AND INSTALL ONE EXHAUST FAN FOR EACH RESTROOM. 80cfrrr EXHAUST
4"� ' 112" � rJ �
2 X06
SHALL BE MINIMUM UNLESS NOTED. INSTALL AS PER MANR & PREVAILING CODE.
FLAT R.D. " : �(" i
• L HAVE ONE 7 DAY PROGRAMMABLE THERMOSTAT AS LOCATED PER PLANS OR AS BY NEW RECTANGULAR DUCT 06>
12 STRAINER 11. EACH HVAC UNIT SHALL O o �
DECK LEVEL INSTALL
a 11 p OWNER INSTRUCTIONS. ROUND DUCT INSIDE
i DIAMETER AS SHOWN
1 fl 12. HVAC CONTRACTOR SHALL FURNISH & INSTALL ALL CONDENSATE PIPING PIPING SHALL BE ROUTED TO THE
12
19
1 5
Y PREVAILING ODE. INSULATE P -TRAP AND INITIAL 96 OF
._
1
2 NEAREST TERMINATION POINT AS ALLOWED. B REV G C CAPPED DUCT CU
-�.
fl o 15 , �
C
4 1 /o SLOPE O WITH PLUMBING CONTRACTOR, 4-
f
�,_____ � HORIZONTAL LINE. COORDINATE WORK -�-�
" ® T „ C1 T THERMOSTAT C/� Ci
112 J �' 0
I � Q a A 13. HVAC CONTRACTOR SHALL ALL AND BALANCE SYSTEM PRIOR TO COMPLETION AND � �
16 p o F.D. F.D. W
" 0 = n fl OCCUPANCY. TS REMOTE THERMOSTAT SENSOR C
o !, 4 o
fl p fl ®� „ zin. 1/2
14. HVAC CONTRACTOR SHALL PROVIDE STANDARD INSTALLATION AND MANUFACTURERS WARRANTY. _
4 1% SLOPE ,_ 2 � fl 112 � �` A 6 c o
f
n
n - ��
O.5 ED WITH THE PLUMBING I AND ELECTRICAL NTRACTORS
m J 112 112 15. HVAC CONTRACTOR SHALL COORDINATE AS REQUIRED U B NG CO s=suPPI Y TYPE CFM = �,. C
r
f�f�La�•r..LLL------------- --------•-•_•-•-•-•:.•-•-•-•�•-•- FORPORTIONS- OF THE WORK AS REQUIRED. E=EXHAUST
q-......�., -�, R=RETURN
! __-- i_ f� �� / PRA.IFCT TITI F R nFRCRIPTIt1N