HomeMy WebLinkAbout1751 WP Ball Blvd -BC12-000409 (ULTA) (THE MARKETPLACE AT SEMINOLE TN CNTR) (A)I
List Of Abbreviations
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AUTOMATIC
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Legal Description
MIN
MINIMUM, MINUTE
N s
A A/C AIR CONDITION
E EL
ELEVATION
L LAV
LAVATORY
S SC
SOLID CORE
FIRE ALARM
HEIGHT - 33'-3" TOTAL AREA -18,155 SQ FT
AB ANCHOR BOLT
ELEC
ELECTRICAL
LBL
LABEL
SCHED
SCHEDULE
THE PARCEL INCLUDED IN THIS ASSESSMENT ARE LOCATED AT 1101-2251 WP BALL
RELATED TO THIS PROJECT.
ACT ACOUSTICAL CEILING TILE
ELEV
ELEVATOR
LBS
POUNDS
SCP
SCUPPER
BOULEVARD, IN SANFORD, FLORIDA, AND IDENTIFIED AS BEING INCLUDED IN THE
9. ALL PENETRATIONS THAT OCCUR WHERE FIRE RATINGS ARE REQUIRED
AD ADJUSTABLE, ADJACENT
EMER
EMERGENCY
LF
LINEAR FEET
SD
SOAP DISPENSER
MARKETPLACE AT SEMINOLE TOWN CENTER. THE PROPERTY IS SITUATED TO THE WEST
CONTACT: DALE MENNINGER
AFF ABOVE REF FINISHED
EQ
EQUAL
LT WT
LIGHT WEIGHT
SEAL
SEALANT
OF INTERSTATE 4, AND ADJACENT TO STATE ROAD 417 TO THE NORTH. THE PROPERTY IS
ENGINEER: 1925 PROSPECT AVE
FLOOR (SLAB)
EQUIP
EQUIPMENT
SUSP
SUSPENDED
SECT
SECTION
INCLUDED IN SECTION 32, TOWNSHIP 19, RANGE 30 OF NORTHERN SEMINOLE COUNTY.
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AHU AIR HANDLER UNIT
ESC
ESCALATOR
M MAS
MASONRY
SF
SQUARE FEET
THE CURRENT OWNER IS LISTED AS NAP SEMINOLE MARKETPLACE, LLC.
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ELECTRIC
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MAXIMUM
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WATER COOLER
MECH
MECHANICAL
SIM
SIMILAR
PARCELS: 32-19-30-503-0000-0090 AND 32-09-30-503-0000-070
(407) 661-9101 FAX
ANOD ANODIZED
EXIST
EXISTING
MFR
MANUFACTURER
SPEC
SPECIFICATION
BUILT UP ROOF
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APPROX APPROXIMATE
EXP'
EXPANSION
MH
MANHOLE
SS
STAINLESS STEEL,
TONGUE & GROOVE
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ARCH ARCHITECT
EXT
EXTERIOR
MIN
MINIMUM
N
SERVICE SINK
NOT IN CONTRACT
Legend_
X -- GRID DESIGNATION BUILDING SECTION
A301-2 A301-2
102 ROOM NUMBER SHEET NUMBER --SECTION NUMBER
102A DOOR NUMBER !!.A�, 0 WALL SECTION
A302-3
SHEET NUMBER SECTION NUMBER
O WINDOW TYPE
® STOREFRONT TYPE A501-6 _ n SECTION DETAIL
7 � SHEET NUMBER DETAIL NUMBER
f WALL TYPE
( KEY NOTE A888-88 DETAIL REFERENCE
®
REVISION NUMBER SHEET NUMBER DETAIL NUMBER
OL TO SOMETHING ELEVATIONS TAGS ''? EXTERIOR ELEVATION
XX -XX A201-2 o MARKERS
SHEET NUMBER ELEVATION NUMBER
SPOT ELEVATION TAG
• 1^
4MARKERS A401 2 INTERIOR ELEVATION
N NORTH ARROW
SHEET NUMBER 3 ELEVATION NUMBER
IN BRICK ° , . ° CONCRETE PLYWOOD O BOARDM O0 FIRAINAGE
LL
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MASONRY ������ COMPACTED STEEL INSULATION BOARD
EARTH
Project Description
INTERIOR SHELL BUILD- OUT TO AN EXISTING BUILDING:
THESE PLANS INDICATE THE CONSTRUCTION OF A RETAIL SHELL INTERIOR IN AN
EXISTING BUILDING THAT IS BEING INTO TWO TENANT SPACES, THESE PLANS ARE FOR
THE SHELL WORK ONLY, THE INTERIOR WILL BE COMPLETED UNDER A SEPARATE
PERMIT.
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FACP
FIRE ALARM
HEIGHT - 33'-3" TOTAL AREA -18,155 SQ FT
MISC
MISCELLANEOUS
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STEEL
B
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BOTTOM OF
RELATED TO THIS PROJECT.
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CONTROL PANEL
ENGINEER: 1835 EDGEWATER DR
MLDG
MOLDING
ORLANDO, FLORIDA 32803
STOR
STORAGE
9. ALL PENETRATIONS THAT OCCUR WHERE FIRE RATINGS ARE REQUIRED
BD
BOARD
DO NOT SCALE THESE DRAWINGS. CONTRACTOR TO VERIFY ALL DIMENSIONS
FD
FLOOR DRAIN
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MASONRY OPENING
CONTACT: DALE MENNINGER
STRUC
STRUCTURAL
REQUIREMENTS OF THE UNDERWRITER'S LABORATORY OR GYPSUM
ASSOCIATION ASSEMBLY IDENTIFIED,
BLDG
BUILDING
IgE
FDN
FOUNDATION
ENGINEER: 1925 PROSPECT AVE
MR
MOISTURE RESISTANT
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OVERFLOW
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GALVANIZED
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GRAB BAR
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TELEVISION
MASONRY UNIT
GC
GENERAL CONTRACTOR
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PLASTIC LAMINATE
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TYPICAL
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GYPSUM
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PLASTER
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PLUMBING
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H
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PLYWOOD
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UTILITY
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HARDWARE
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CONTRACTOR
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HOLLOW METAL
PREFAB PREFABRICATED
V
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VINYL BASE
CORR
CORRIDOR
HORIZ
HORIZONTAL
PT
POINT
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VINYL COMPOSITE TILE
CT
CERAMIC TILE
HR
HOUR
PT
PRESSURE TREATED
VERT
VERTICAL
CTR
CENTER
HT
HEIGHT
PTD
PAPER TOWEL DISPENSER
VEST
VESTIBULE
CU
CONDENSING UNIT
HTG
HEATING
PVC
POLY VINYL CLORIDE
VIF
VERIFY IN FIELD
CW
COLD WATER
HVAC
HEATING, VENTILATING
VTR
VENT THRU ROOF
& AIR CONDITIONING
Q
QT
QUARRY TILE
VWC
VINYL WALL COVERING
D
DBL
DOUBLE
HW
HOT WATER
DEPT
DEPARTMENT
R
R
RADIUS, RISER,
W
W
WIDTH
DET
DETAIL
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ID
INSIDE DIAMETER
THERMAL RESISTANCE
W/
WITH
DF
DRINKING FOUNTAIN
IN
INCH
RD
ROOF DRAIN
W/O
WITHOUT
DIA
DIAMETER
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INCLUDING
RECP
RECEPTACLE
WC
WATER CLOSET
DIM
DIMENSION
INSUL
INSULATION
REF
REFERENCE
WD
WOOD
DISP
DISPENSER
INT
INTERIOR
REFR
REFRIGERATOR
WH
WATER HEATER
DN
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INV
INVERT
REG
REGLET
Will
WATERPROOF
DS
DOWNSPOUT
REINF
REINFORCEMENT
WT
WEIGHT
DWG
DRAWING
J
JAN
JANITOR
REQ
REQUIRED
WWF
WELDED WIRE FABRIC
JB
JUNCTION BOX
REV
REVISION
WWM
WELDED WIRE METAL
E
EA
EACH
JT
JOINT
RM
ROOM
EB
EXPANSION BOLT
RND
ROUND
Y
YD
YARD
EIFS
EXTERIOR INSULATING
L
L
LENGTH
RO
ROUGH OPENING
FINISH SYSTEM
LAM
LAMINATE
RTU
ROOF TOP UNIT
EJ
EXPANSION JOINT
Legend_
X -- GRID DESIGNATION BUILDING SECTION
A301-2 A301-2
102 ROOM NUMBER SHEET NUMBER --SECTION NUMBER
102A DOOR NUMBER !!.A�, 0 WALL SECTION
A302-3
SHEET NUMBER SECTION NUMBER
O WINDOW TYPE
® STOREFRONT TYPE A501-6 _ n SECTION DETAIL
7 � SHEET NUMBER DETAIL NUMBER
f WALL TYPE
( KEY NOTE A888-88 DETAIL REFERENCE
®
REVISION NUMBER SHEET NUMBER DETAIL NUMBER
OL TO SOMETHING ELEVATIONS TAGS ''? EXTERIOR ELEVATION
XX -XX A201-2 o MARKERS
SHEET NUMBER ELEVATION NUMBER
SPOT ELEVATION TAG
• 1^
4MARKERS A401 2 INTERIOR ELEVATION
N NORTH ARROW
SHEET NUMBER 3 ELEVATION NUMBER
IN BRICK ° , . ° CONCRETE PLYWOOD O BOARDM O0 FIRAINAGE
LL
LLLLi 11 RMR
MASONRY ������ COMPACTED STEEL INSULATION BOARD
EARTH
Project Description
INTERIOR SHELL BUILD- OUT TO AN EXISTING BUILDING:
THESE PLANS INDICATE THE CONSTRUCTION OF A RETAIL SHELL INTERIOR IN AN
EXISTING BUILDING THAT IS BEING INTO TWO TENANT SPACES, THESE PLANS ARE FOR
THE SHELL WORK ONLY, THE INTERIOR WILL BE COMPLETED UNDER A SEPARATE
PERMIT.
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DEMOLITION PLAN
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ACTUAL HEIGHT AND AREA:
HEIGHT - 33'-3" TOTAL AREA -18,155 SQ FT
General Notes
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CLIENT: WEINGARTEN REALTY INVESTORS
STRUCTURAL MCELROY ENGINEERING
RELATED TO THIS PROJECT.
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2720 E. COLONIAL DRIVE
ENGINEER: 1835 EDGEWATER DR
X
ORLANDO, FLORIDA 32803
ORLANDO, FL 32804
2. THE WRITTEN DIMENSIONS PREVAIL ON THE CONSTRUCTION DOCUMENTS,
9. ALL PENETRATIONS THAT OCCUR WHERE FIRE RATINGS ARE REQUIRED
(407) 894-3601 PHONE
(407) 245-8775 PHONE
DO NOT SCALE THESE DRAWINGS. CONTRACTOR TO VERIFY ALL DIMENSIONS
SHALL BE APPROPRIATELY SEALED WITH FIRE STOP SEALANT TO
(407) 563-1199 FAX
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AND CONDITIONS IN THE FIELD, IF ANY DISCREPANCY OCCURS, THE
MAINTAIN THE INTEGRITY OF THE WALL TO THE COMPLETE
CONTACT: DALE MENNINGER
CONTACT: CRAIG MCELROY
CONTRACTOR IS REQUIRED TO NOTIFY THE ARCHITECT IN WRITING BEFORE
PROCEEDING WITH ANY WORK AFFECTED BY THE DISCREPANCY.
REQUIREMENTS OF THE UNDERWRITER'S LABORATORY OR GYPSUM
ASSOCIATION ASSEMBLY IDENTIFIED,
ARCHITECT: CUHACI & PETERSON, ARCHITECTS, LLC
ELECTRICAL CUHACI & PETERSON, ARCHITECTS, LLC
IgE
1925 PROSPECT AVE
ENGINEER: 1925 PROSPECT AVE
3. CONTRACTORS TO SECURE ALL PERMITS AND REQUIRED INSPECTIONS
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MECHANICAL GENERAL INFORMATION
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UNDERWRITER'S LABORATORY OR GYPSUM ASSOCIATION ASSEMBLY
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PROJECT SITE /
Code Information
JURISDICTION AUTHORITY
CITY OF SANFORD
300 N PARK AVE
SANFORD, FL 32771
PHONE: (407) 688-5150
FAX: (407) 688-5152
PERMIT SETS REQUIRED: 5 SIGNED/SEALED SETS REQUIRED
PRODUCT APPROVALS REQUIRED: SEE "FLORIDA PRODUCT APPROVAL NUMBERS", THIS SHEET
ADOPTED CODES
BUILDING: FBC BUILDING - 2007 W/ 2009 SUPPLIMENTALS
FIRE: FBC FIRE PREVENTION CODE - 2007
CHAPTER 36- (NFPA 101- W/ FLORIDA AMENDMENTS)
PLUMBING: FBC PLUMBING - 2007 W/ 2009 SUPPLIMENTALS
MECHANICAL: FBC MECHANICAL - 2007 W/ 2009 SUPPLIMENTALS
ELECTRICAL:FBC ELECTRICAL - 2007 W/ 2009 SUPPLIMENTALS
CHAPTER 27- (NFPA 70, NATIONAL ELECTRIC CODE 2008)
FUEUGAS: FBC FUEUGAS - 2007 W/ 2009 SUPPLIMENTALS
ACCESSIBILITY: FBC ACCESSIBILITY CODE - 2007 W/ 2009 SUPPLIMENTALS
CHAPTER11
ENERGY: FBC ENERGY CODE - 2007 W/ 2009 SUPPLIMENTALS
CHAPTER 13
LIFE SAFETY: FBC NFPA LIFE SAFTEY CODE
The Marketplace a t
,minole Towne Center
Sanford, FL
Drawing Index
SHEET N0. TITLE
Q
NEW BUILDING AND CONSTRUCTION DATA
®
OCCUPANCY CLASSIFICATION:
MERCANTILE, GROUP M
C VER HEET
0 S
CONSTRUCTION TYPE (FBC TABLE 600):
TYPE V, UNPROTECTED, FULLY SPRINKLERED
LIFE SAFETY PLAN
X
MAXIMUM HEIGHT AND AREA ALLOWABLE (FBC TABLE 500): HEIGHT - 65'-0" TOTAL AREA - 42,000 SQ FT
DEMOLITION PLAN
X
ACTUAL HEIGHT AND AREA:
HEIGHT - 33'-3" TOTAL AREA -18,155 SQ FT
General Notes
A2
Contact Information
X
1. ALL WORK WILL COMPLY WITH LOCAL, STATE, AND NATIONAL CODES
8. THE CONTRACTOR SHALL HAVE INSTALLATION INSTRUCTIONS FOR ALL
CLIENT: WEINGARTEN REALTY INVESTORS
STRUCTURAL MCELROY ENGINEERING
RELATED TO THIS PROJECT.
EQUIPMENT AND APPLIANCES ON SITE AT TIME OF INSPECTION.
2720 E. COLONIAL DRIVE
ENGINEER: 1835 EDGEWATER DR
X
ORLANDO, FLORIDA 32803
ORLANDO, FL 32804
2. THE WRITTEN DIMENSIONS PREVAIL ON THE CONSTRUCTION DOCUMENTS,
9. ALL PENETRATIONS THAT OCCUR WHERE FIRE RATINGS ARE REQUIRED
(407) 894-3601 PHONE
(407) 245-8775 PHONE
DO NOT SCALE THESE DRAWINGS. CONTRACTOR TO VERIFY ALL DIMENSIONS
SHALL BE APPROPRIATELY SEALED WITH FIRE STOP SEALANT TO
(407) 563-1199 FAX
(407) 245-8744 FAX
AND CONDITIONS IN THE FIELD, IF ANY DISCREPANCY OCCURS, THE
MAINTAIN THE INTEGRITY OF THE WALL TO THE COMPLETE
CONTACT: DALE MENNINGER
CONTACT: CRAIG MCELROY
CONTRACTOR IS REQUIRED TO NOTIFY THE ARCHITECT IN WRITING BEFORE
PROCEEDING WITH ANY WORK AFFECTED BY THE DISCREPANCY.
REQUIREMENTS OF THE UNDERWRITER'S LABORATORY OR GYPSUM
ASSOCIATION ASSEMBLY IDENTIFIED,
ARCHITECT: CUHACI & PETERSON, ARCHITECTS, LLC
ELECTRICAL CUHACI & PETERSON, ARCHITECTS, LLC
IgE
1925 PROSPECT AVE
ENGINEER: 1925 PROSPECT AVE
3. CONTRACTORS TO SECURE ALL PERMITS AND REQUIRED INSPECTIONS
10. ALL STEEL PENETRATIONS THAT OCCUR WHERE FIRE RATINGS ARE
ORLANDO, FL 32814
(407) 661-9100 PHONE
ORLANDO, FL 32814
(407) 661-9100 PHONE
NECESSARY TO OBTAIN A CERIFICATE OF OCCUPANCY.
REQUIRED SHALL BE APPROPRIATELY SEALED WITH FIRE STOP
(407) 661-9101 FAX
(407) 661-9101 FAX
4. CONTRACTORS ARE TO PROVIDE ALL TEMPORARY UTILITIES AND
SEALANT TO MAINTAIN THE INTEGRITY OF THE WALL TO THE
COMPLETE REQUIREMENTS OF THE UNDERWRITER'S LABORATORY OR
CONTACT: JOSHUA E. INMAN
CONTACT: EUGENIO DE ALBA, "GADY"
INFRASTRUCTURE REQUIRED TO PERFORM THE WORK, INCLUDING
GYPSUM ASSOCIATION ASSEMBLY IDENTIFIED.
MECHANICAL GENERAL INFORMATION
X
FIRE PROTECTION AS REQUIRED DURING CONSTRUCTION.
MECHANICAL FLOOR PLAN
X
MECHANICAL CUHACI & PETERSON, ARCHITECTS, LLC
MECHANICAL ROOF PLAN
11. WHERE WALLS ARE INDICATED TO BE EXTENDED FROM FLOOR TO
ENGINEER: 1925 PROSPECT AVE
5. EACH CONTRACTOR AND SUBCONTRACTOR IS EXPECTED TO REVIEW ALL
ROOF DECK WHERE FIRE RATINGS ARE REQUIRED SHALL BE
ORLANDO, FL 32814
CONTRACT DOCUMENTS AND SITE CONDITIONS PRIOR TO ISSUED BID.
APPROPRIATELY SEALED WITH FIRE STOP SEALANT TO MAINTAIN THE
(407) 661-9100 PHONE
CHANGE ORDERS WILL NOT BE APPROVED FOR FAILURE TO DO SO.
INTEGRITY OF THE WALL TO THE COMPLETE REQUIREMENTS OF THE
E-1
(407) 661-9101 FAX
X
UNDERWRITER'S LABORATORY OR GYPSUM ASSOCIATION ASSEMBLY
ELECTRICAL SPECIFICATIONS
CONTACT: JOSEPH KEENE, "JOE"
6. PRODUCTS SPECIFIED OR OTHERWISE INDICATED IN THE CONTRACT
IDENTIFIED.
X
E-4
DOCUMENTS SHALL NOT BE SUBSTITUED WITHOUT PRIOR WRITTEN
X
E-5
ELECTRICAL PANEL SCHEDULE
APPROVAL FROM THE ARCHITECT.
12. ALL DIMENSIONS ARE TO FACE OR CENTERLINE IF STUD, FACE OF
MASONRY AND CENTERLINE OF COLUMNS UNLESS OTHERWISE NOTED.
7. THIS CONTRACTOR SHALL COORDINATE ALL TRADES REQUIRED TO
COMPLETE THIS PROJECT AS REQUIRED TO ACTIVATE THE USE OF THE
FACILITY AS PLANNED.
The Marketplace a t
,minole Towne Center
Sanford, FL
Drawing Index
SHEET N0. TITLE
Q
ARCHITECTURAL
®
o
C VER HEET
0 S
X
All
LIFE SAFETY PLAN
X
AO.2
DEMOLITION PLAN
X
Al
FLOOR PLAN LAN
X
A2
ROOF PLAN
X
A3
DETAILS
X
A4
UL DETAILS
X
A5
UL DETAILS
X
•
STRUCTURAL
_V
S-1.0
GENERAL NOTES
X
W
PLUMBING
o
IgE
PO
PLUMBING GENERAL INFORMATION
X
P1
PLUMBING PLAN
X
�ao
�
MECHAINCAL
MO
MECHANICAL GENERAL INFORMATION
X
M1
MECHANICAL FLOOR PLAN
X
M2
MECHANICAL ROOF PLAN
X
ELECTRICAL
E-1
ELECTRICAL LEGEND, and DETAILS
X
E-2
ELECTRICAL SPECIFICATIONS
X
E-3
ELECTRICAL POWER PLAN
X
E-4
ELECTRICAL LIGHTING PLAN
X
E-5
ELECTRICAL PANEL SCHEDULE
X
FLORIDA PRODUCT APPROVAL NUMBERS
STATE OF FLA.
PRODUCT CATEGORY SUB CATEGORY j PROD. APPROV. N0. REMARKS
ROOFING TPO Single Ply MIAMI-DADE NOA G.A.F. MATERIALS CORP.
09-0226,05 TPO SINGLE PLY ROOF SYSTEM
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POINT OF ORIGIN
POINT OF ORIGIN
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SALES L
100
NOTE:
EXISTING FIRE EXTINGUISHERS TO REMAIN, REMOVE AND STORE AS NEEDED
DURING DEMOLITION AND CONSTRUCTION. REINSTALL PRIOR TO COMPLETION
OF CONSTRUCTION, IN ACCORDANCE WITH NFPA 10.
2 Fire Extinguisher Detail
Scale NTS
PROVIDE WALL BLOCKING SUPPORT
WHERE REQUIRED
WALL MOUNTED FIRE EXTINGUISHER
AMEREX MODEL # B260 WITH MOUNTING
BRACKET LOCATED IN STOCK. (MARKED
FE)
IN OTHER AREAS AS INDICATED
ON THE PLANS PROVIDE TYPE BC DRY
CHEMICAL BY AMEREX'4A:80B:C' OR
EQUAL FIRE EXTINGUISHER WITH
MOUNTING BRACKET (MARKED FE)
(COORDINATE LOCATIONS WITH FIRE
MARSHAL)
FINISH FLOOR
EXTENT OF WORK
TRAVEL DISTANCE 84'
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--->0 ._.... 345
Legend
SYMBOL DESCRIPTION SYMBOL DESCRIPTION
EX
EXIT LIGHT
O
1 HR RATED WALL
EM
EMERGENCY LIGHTING
WALL PACK
a
MAXIMUM EGRESS PATH
FE
FIRE EXTINGUISHER,
WALL MOUNTED (F.E.)
RE: NFPA, All 11-2
170
EGRESS CAPACITY (PEOPLE)
TO THE EXTERIOR OF THE BUILDING
General Notes:
1. REFER TO FIRE PROTECTION DRAWINGS FOR ADDITIONAL SPRINKLER AND
FIRE PROTECTION EQUIPMENT INFORMATION.
GENERAL LIFE SAFETY NOTES:
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TO THE EXTERIOR OF THE BUILDING
2) PROVIDE LL SPACES WITH AN
CCUPANT A SIGNAGE ER
00 OR MOREPERSONS AS PD THESE LIFE SAFETY
OCCUPANT LOAD OFMUM 100
DOCUMENTS.
3) PROVIDE ROOM IDENTIFICATION SIGNAGE WITH RAISED BRAILLE IN THE
FOLLOWING QUANTITIES: PROVIDE ONE SIGN FOR EACH DOOR LOCATION
LEADING INTO EACH ROOM.
4) OCCUPANT LOAD CRITERIA FOR LIFE SAFETY PER 2007 FBC WITH 2009
FIRE RESISTANCE
REVISIONS
EXTERIOR WALLS (TABLE 602)
FIRE SEPARATION DISTANCE < 5 FT = 3 HR EXT WALL
INTERIOR FINISHES, FBC 803
A. STORAGE: CALCULATED AT (300) GROSS SQUARE FEET PER PERSON.
FIRE SEPARATION DISTANCE > 5 FT < 10 FT = 2 HR EXT WALL
B. MERCANTILE: CALCULATED AT (30) NET SQUARE FEET PER PERSON.
FIRE SEPARATION DISTANCE > 10 FT < 20 FT = 2 HR EXT WALL
CLASSIFICATION, FBC 803.1
A-FLAMESPREAD 0-25, SMOKE DEV. 0-450
MEANS OF EGRESS FBC CHAPTER 10
FIRE SEPARATION DISTANCE > 20 FT < 30 FT =1 HR EXT WALL
B-FLAMESPREAD 26-75, SMOKE DEV. 0-450
FIRE SEPARATION DISTANCE > 30 FT = NOT RATED
C-FLAMESPREAD 76-200, SMOKE DEV. 0-450
OCCUPANT LOAD, FBC TABLE 1004.1 MERCANTILE - M
OCCUPANCY (MERCANTILE M, SPRINKLERED)
EXITS - CLASS B
BASEMENTIGRADE AREAS, OPEN TO PUBLIC 1 PERSON 130 NET SQ. FT.
MATERIALS/CONSTRUCTION (FBC 708)
TABLE FBC 803.5
ACCESS - CLASS B
TRAVEL DISTANCE (SPRINKLERED) 250 FT.
OTHER SPACES - CLASS C
EGRESS WIDTH/PERSON SERVED 0.2"- LEVEL
SINGLE OCCUPANCY BUILDINGS
TENANTS SEPARATED BY 1 -HOUR
MINIMUM CLEAR OPENING DOORS 32'
FIRE PROTECTION SYSTEMS
FBC 903, 905
MINIMUM NUMBER OF EXITS, FBC 1018.1 2 WHEN OCCUPANT LOAD 1-500
PERCENTAGE OF OPENINGS (FBC TABLE 704.8)
0 TO 3 FT NOT PERMITTED
3 WHEN OCCUPANT LOAD 500-1,000
DISTANCE FROM PROPERTY LINES
> 3 TO 5 FT NOT PERMITTED
SPRINKLERS, FBC 903
DESIGN STANDARD NFPA 13
4 WHEN OCCUPANT LOAD MORE THAN 1,000
EXTERIOR WALLS - MAX. OPENING (UNPROTECTED) > 5 TO 10 FT 10%
> 10 TO 15 FT 15%
OCCUPANCY REQUIREMENTS FBC 903.2.6
WHERE A GROUP M FIRE AREA EXCEEDS 12,00 SF.
CALCULATED OCCUPANT LOAD: ULTA
> 15 TO 20 FT 25%
CALCULATED OCCUPANT LOAD:
> 20 TO 25 FT 45%
MERCANTILE 10,365 SF/30 = 346 PEOPLE
> 25 TO 30 FT 70%
FIRE ALARMS, FBC 907
MANUAL FIRE ALARM REQUIRED FOR
> 30 FT NO LIMIT
SINGLE STORY
OCCUPANCY> 500
LOADINGIUNLOADING AREA
TOTAL OCCUPANTS:
ULTA - 346 PEOPLE STORAGE 6,955 SF/300 = 23 PEOPLE
CALCULATED FIRE RESISTANCE, FBC 721
EXIT WIDTH AREA REQUIRED - 70"346X.2)
EXIT WIDTH AREA PROVIDED -100 Total: 369 PEOPLE
CONCRETE WALLS (MIN.
4 HOUR = 7" (SILICEOUS GRAVEL)
EXITS REQUIRED - 2
EQ. THICKNESS), FBC TABLE 721.1.1
1 HOUR = 3.5" (SILICEOUS GRAVEL)
EXITS PROVIDED - 2
LOADING/UNLOADING AREA - 23 PEOPLE
EXIT WIDTH AREA REQUIRED - 4.6" (23X.2)
EXIT WIDTH AREA PROVIDED - 32"
EXITS REQUIRED -1
EXITS PROVIDED - 2
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RE: STRUCTURAL, AND �I( III o
MECHANICAL FOR ADDITIONAL I QI
INFORMATION.
Demolition Plan Legend
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1. ALL ITEMS ARE EXISTING AND TO REMAIN U.O.N.
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2. GENERAL CONTRACTOR TO VERIFY ALL CONDITIONS PRIOR TO
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DEMOLITION, DISCREPANCIES BETWEEN DESIGN AND EXISTING
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CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE
CONSTRUCTION MANAGER PRIOR TO PROCEEDING WITH WORK.
3. PATCH AND REPAIR FLOOR AND WALLS THAT ARE DAMAGED IN
THE PROCESS OF DEMOLITION.
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7.. REFER TO PROJECT GENERAL NOTES ON SHEET CS.
8. CARE SHALL BE TAKEN DURING DEMOLITION SO AS TO NOT
DAMAGE OR ALTER ANY EXISTING STRUCTURAL MEMBERS, THE
CONSTRUCTION MANAGER SHALL BE NOTIFIED IMMEDIATELY IF
ANY DAMAGE OCCURS, OR IS DISCLOSED DURING DEMOLITION.
CARE SHALL BE TAKEN TO INSURE SUPPORT IS PROVIDED
WHEREVER DEMOLITION IS PERFORMED.
9. AT ALL WALLS & CEILINGS TO BE REMOVED THE GC SHALL BE
d"� (� �� I I RESPONSIBLE FOR DISCONNECTING AT SOURCE AND REMOVING
D !V' OR CAPPING ANY ELECTRICAL, PLUMBING, GAS LINES AND
MECHANICAL DUCT WORK THAT IS DISCLOSED AND NOT
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SCHEDULED FOR REUSE.
10. ALL ELECTRICAL CIRCUITS FOR EQUIPMENT TO BE REMOVED
SHALL BE DISCONNECTED AT SOURCE AND REMOVED.
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11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING
FROM SITE ALL RUBBISH AND DEBRIS CAUSED BY DEMOLITION AND
DISPOSING OF IT IN A PROPER MANNER,
CARE MUST BE EXERCISED DURING DEMOLITION AND
SUBSEQUENT WORK PHASES SO AS NOT TO INTERRUPT
THE ELECTRICAL, PLUMBING OR MECHANICAL SERVICES
TO ADJACENT AREAS.
GENERAL CUTTING, PATCHING,
& FINISH NOTES:
1. VISUAL REQUIREMENTS: DO NOT CUT AND PATCH
CONSTRUCTION IN A MANNER THAT RESULTS IN VISUAL
EVIDENCE OF CUTTING AND PATCHING. DO NOT CUT AND PATCH
CONSTRUCTION EXPOSED ON THE EXTERIOR OR IN OCCUPIED
SPACES IN A MANNER THAT WOULD, IN THE OWNER'S OPINION,
REDUCE THE BUILDING'S AESTHETIC QUALITIES. REMOVE AND
REPLACE CONSTRUCTION THAT HAS BEEN CUT AND PATCHED IN
A VISUALLY UNSATISFACTORY MANNER.
2. EXISTING MATERIALS: USE MATERIALS IDENTICAL TO EXISTING
MATERIALS. FOR EXPOSED SURFACES, USE MATERIALS THAT
VISUALLY MATCH EXISTING ADJACENT SURFACES TO THE
FULLEST EXTENT POSSIBLE. IF IDENTICAL MATERIALS ARE
UNAVAILABLE OR CANNOT BE USED, USE MATERIALS THAT, WHEN
INSTALLED, WILL MATCH THE VISUAL AND FUNCTIONAL
PERFORMANCE OF EXISTING MATERIALS.
3. CUTTING: CUT EXISTING CONSTRUCTION BY SAWING, DRILLING,
BREAKING, CHIPPING, GRINDING, AND SIMILAR. OPERATIONS,
INCLUDING EXCAVATION, USING METHODS LEAST LIKELY TO
DAMAGE ELEMENTS RETAINED OR ADJOINING CONSTRUCTION.
4. PATCHING: PATCH CONSTRUCTION BY FILLING, REPAIRING,
REFINISHING, CLOSING UP, AND SIMILAR OPERATIONS
FOLLOWING PERFORMANCE OF OTHER WORK. PATCH WITH
DURABLE SEAMS THAT ARE AS INVISIBLE AS POSSIBLE.
5. EXPOSED FINISHES: RESTORE EXPOSED FINISHES OF PATCHED
AREAS AND EXTEND FINISH RESTORATION INTO RETAINED
ADJOINING CONSTRUCTION IN A MANNER THAT WILL ELIMINATE
EVIDENCE OF PATCHING AND REFINISHING.
6. PROTECTION: PROTECT EXISTING CONSTRUCTION DURING
CUTTING AND PATCHING TO PREVENT DAMAGE.
7.FLOORS AND WALLS: WHERE WALLS OR PARTITIONS THAT ARE
REMOVED EXTEND ONE FINISHED AREA INTO ANOTHER, PATCH
AND REPAIR FLOOR AND WALL SURFACES IN THE NEW SPACE.
PROVIDE AN EVEN SURFACE OF UNIFORM FINISH, COLOR,
TEXTURE, AND APPEARANCE. REMOVE EXISTING FLOOR AND
WALL COVERINGS AND REPLACE WITH NEW MATERIALS, IF
NECESSARY, TO ACHIEVE UNIFORM COLOR AND APPEARANCE.
WHERE PATCHING OCCURS IN A PAINTED SURFACE, APPLY
PRIMER AND INTERMEDIATE PAINT COATS OVER THE PATCH AND
APPLY FINAL PAINT COAT OVER ENTIRE UNBROKEN SURFACE
CONTAINING THE PATCH. PROVIDE ADDITIONAL COATS UNTIL
PATCH BLENDS WITH ADJACENT SURFACES.
&CEILINGS: PATCH, REPAIR, OR REHANG EXISTING CEILINGS AS
NECESSARY TO PROVIDE AN EVEN -PLANE SURFACE OF UNIFORM
APPEARANCE.
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V/ILLV
100
I
..... _ ....... _ ......... _.. ....
CONCRETE SLAB MUST BE SMOOTH AND LEVEL AND READY
TO ACCEPT TENANTS FINISHES. ALL CRACKS AND HOLES EXISTING SLAB TO
MUST BE FILLED WITH AN ARDEX MATERIAL AND BE REMAIN (TYP.)
INSTALLED BY AN ARDEX CERTIFIED CONTRACTOR.
ALL EXISTING FLOOR COVERING, MASTICS & UNAPPROVED
LEVELING COMPOUNDS MUST BE REMOVED. FLOOR MUST
BE LEVEL TO 1/8" OVER 10'-0" SPAN.
I
o
MAXIMUM
WALL HEIGHT
WALL STUD SIZE
SPACING
REMARKS
EXISTING ROOF
362S162-33
I z
o�
16'-0"
362S162-43
CONSTRUCTION
FRAME
ASSEMBLY
UL LABEL
18°-0"
... ... . . ... .
CONT FRT WOOD
BLOCKING
CMU EXTERIOR W
RE: STRUCTURAL
16 GA. GALV. H.M. I
FRAME, PAINT FINI'
RE: DOOR SCHEDL
18 GA, GALV. METI
PAINT FINISH
RE: DOOR SCHEDL
IiI N jJ'
....... .. ........... .... ... ..� ...... _..................... . ......, ........ ................
... .....
BOARD TO BE TAPED SANDED AND READY TO PAIS
SHALL EXTENDED TO THE UNDERSIDE OF THE ROC
K.
V/ILLV
100
I
..... _ ....... _ ......... _.. ....
CONCRETE SLAB MUST BE SMOOTH AND LEVEL AND READY
TO ACCEPT TENANTS FINISHES. ALL CRACKS AND HOLES EXISTING SLAB TO
MUST BE FILLED WITH AN ARDEX MATERIAL AND BE REMAIN (TYP.)
INSTALLED BY AN ARDEX CERTIFIED CONTRACTOR.
ALL EXISTING FLOOR COVERING, MASTICS & UNAPPROVED
LEVELING COMPOUNDS MUST BE REMOVED. FLOOR MUST
BE LEVEL TO 1/8" OVER 10'-0" SPAN.
I
o
MAXIMUM
WALL HEIGHT
WALL STUD SIZE
SPACING
REMARKS
EXISTING ROOF
362S162-33
I z
o�
16'-0"
362S162-43
CONSTRUCTION
FRAME
ASSEMBLY
UL LABEL
18°-0"
3625162-54
00
eq
eq
CV
EXTEND STUDS TO
20'-0"
3625162-68
l i CSI
I I �
TYPE
MATERIAL
HEAD
BOTTOM OF DECK,
% '
I
08
22'-0"
6 0051 6 2-33
V A= 0
FIRE CAULK ALL
d Cj u -
24'-0"
6005162-43
INDEPENDENT TESTING AGENCY TO INSPECT
\Y 0 C
p'-
PENETRATIONS
26'-0"
I
10
Y
Fy = 50 KSI
28'-0"
5/80 TYPE'X' GYP BD.
AND VERIFY ALL LIGHT GAGE METAL FRAMING,
101
980
U
800S162-43
ALUMINUM
FR -1
HM
NOTES: ALL STEEL TO BE MIN. Fy = 33 KSI U.N.O.
0
COLD ROLLED CHANNEL (CRC) @ 4'-0" O.C. VERT.
(BRACING G N07 REQUIRED WHEN WALL STUDS ARE
6" GALV METAL STUD FRAMING
SCREWED AT 12" O.C.)
45
1
N/A
0
A
(SEE TABLE FOR SIZE/ SPACING)
(PR) T-0"
..................
_mll
----C925
MEETS BUILDING CODE REQUIREMENTS AND
HM
H-1
FULL HEIGHT SOUND BATT
S1_
N/A
ui
F
45
INSULATION
27 22
....:.
—
C935
HAGER
�-
PUSH/PULL:
>
3^ '-0"
PROVIDE LATERAL BRACING AS
x
/
to
IVES
IVES
33 20
D1
REQUIRED. NOTE: NO LATERAL
I
PEMKO
U-
HINGES:
W_
HAGER
BRACING/KICKERS TO EXTEND
43 18
/f
HAGER
HAGER
INTO TENANT SPACE
' I
IVES
HOLD GYP. BD. 5/8" FROM
STANLEY
LCN
UNFINISHED FLOOR
// .. ..... ......
— 992
DORMA
CONT. SEALANT ON BOTH SIDES
EXISTING CONCRETE SLAB
97 12
998
LV
.. SEALED TIGHT TO STRUCTURE
X15 , ABOVE (AT SALES FLOOR). U.L.
°-° "° °"- "" �9 µ ^ -.- DESIGN NO U465
5 Wall Section
..m .... .:.:: -.. o .::. ....::w ..µ:. ...:. w. _ 1000
Scale 1/2"=1"-0"
VI
CONT FRT WOOD
BLOCKING
CMU EXTERIOR W
RE: STRUCTURAL
16 GA. GALV. H.M. I
FRAME, PAINT FIND
RE: DOOR SCHEDL
18 GA. GALV. METAI
PAINT FINISH
RE: DOOR SCHEDU
f
DEMISING/SHELL WALL STUD TABLE
MAXIMUM
WALL HEIGHT
WALL STUD SIZE
SPACING
REMARKS
10'-0"
362S162-33
16" O.C.
o�
16'-0"
362S162-43
TYPICAL
FRAME
ASSEMBLY
UL LABEL
18°-0"
3625162-54
00
eq
eq
CV
SPECIAL INSPECTION NOTE
20'-0"
3625162-68
l i CSI
I I �
TYPE
MATERIAL
HEAD
ALT. 600S162-33
___C908
LANDLORD SHALL RETAIN A QUALIFIED,
08
22'-0"
6 0051 6 2-33
V A= 0
d Cj u -
24'-0"
6005162-43
INDEPENDENT TESTING AGENCY TO INSPECT
\Y 0 C
p'-
........... .......... .
26'-0"
600S162-54'
10
900
Fy = 50 KSI
28'-0"
6DOS162-54
AND VERIFY ALL LIGHT GAGE METAL FRAMING,
101
Fy = 50 KSI
30'-0"
800S162-43
ALUMINUM
FR -1
HM
NOTES: ALL STEEL TO BE MIN. Fy = 33 KSI U.N.O.
ALL STUDS TO BE BRACED WITH 150U50-54
COLD ROLLED CHANNEL (CRC) @ 4'-0" O.C. VERT.
(BRACING G N07 REQUIRED WHEN WALL STUDS ARE
SHEATHED EACH SIDE W/ MIN. 1/2" GYPSUM BOARD
SCREWED AT 12" O.C.)
4 Wall Detail
N.T.S
l I
: ..�...
I
a :: .. 940
EXTENT OF WORK
I u
I I
SSMA PRODUCT INFORMATION
...-. _-..... .
WIDTH
/ (1/100 IN)
800 J
200 - 54
CI] N
THICKNESS
a
o o
(MILS=.001 ")
o�
S=STUD
TYPICAL
FRAME
ASSEMBLY
UL LABEL
WARE
SET
f�
00
eq
eq
CV
SPECIAL INSPECTION NOTE
WIDTH
HT.
l i CSI
I I �
TYPE
MATERIAL
HEAD
TABLE
___C908
LANDLORD SHALL RETAIN A QUALIFIED,
08
THICK
STUD
V A= 0
d Cj u -
MILS GAGE
' ^ ♦ LLI -gyp
INDEPENDENT TESTING AGENCY TO INSPECT
\Y 0 C
p'-
........... .......... .
•mow
dgS
10
900
Q.
LOCKSETS:
AND VERIFY ALL LIGHT GAGE METAL FRAMING,
101
CV
3'-0"
6'-8'
ALUMINUM
FR -1
HM
M
901 U
Jk
WIDTH
/ (1/100 IN)
800 J
200 - 54
MEMBER
THICKNESS
TYPE
(MILS=.001 ")
o�
S=STUD
TYPICAL
FRAME
ASSEMBLY
UL LABEL
WARE
SET
C9O2
CONVERSION
CV
SPECIAL INSPECTION NOTE
WIDTH
HT.
l i CSI
I I �
TYPE
MATERIAL
HEAD
TABLE
___C908
LANDLORD SHALL RETAIN A QUALIFIED,
08
THICK
STUD
V A= 0
d Cj u -
MILS GAGE
' ^ ♦ LLI -gyp
INDEPENDENT TESTING AGENCY TO INSPECT
\Y 0 C
p'-
........... .......... .
r
10
___C91
e
LOCKSETS:
AND VERIFY ALL LIGHT GAGE METAL FRAMING,
101
CV
3'-0"
6'-8'
ALUMINUM
FR -1
HM
H-1
18 25
S1
HARDWARE, CONNECTIONS, AND INSTALLATION
N/A
N/A
45
1
N/A
0
A
D-2
(PR) T-0"
..................
_mll
----C925
MEETS BUILDING CODE REQUIREMENTS AND
HM
H-1
J1
S1_
N/A
N/A
F
45
2
27 22
....:.
—
C935
HAGER
�-
DEPTH -FLANGE
(1/100 IN)
WIDTH
/ (1/100 IN)
800 J
200 - 54
MEMBER
THICKNESS
TYPE
(MILS=.001 ")
J=JOIST (OR STUD)
S=STUD
BRACING SCHEDULE
ITEM ORDER # REMARKS
"CRC" 112CR16 ALL WALLS TO HAVE 5/8" TYPE "X'
"BRC BRC -3 STUD SIZE = 3%" GYP BOARD ON MINIMUM 3 5/8"
BRC -6 STUD SIZE = 6" OR 8" MTL STUDS W/ INSULATION,
NOTE:
CONNECTOR PARTS SHOWN ARE FOR MARINO\WARE.
CONTRACTOR TO SUBMIT PRODUCT INFORMATION
FOR REVIEW IF ALTERNATE VENDOR IS SELECTED.
T=TRACK
DOORS
FRAME
DETAILS
GLASS
DOOR&
HARD-
REMARKS
1 1l2 PR. BUTTS: 41/2"X4 1/2" B.B.
TYPICAL
FRAME
ASSEMBLY
UL LABEL
WARE
SET
CONVERSION
MARK
SPECIAL INSPECTION NOTE
WIDTH
HT.
JAMB
TYPE
MATERIAL
HEAD
TABLE
SILL
LANDLORD SHALL RETAIN A QUALIFIED,
TYPE
THICK
STUD
V A= 0
d Cj u -
MILS GAGE
' ^ ♦ LLI -gyp
INDEPENDENT TESTING AGENCY TO INSPECT
\Y 0 C
p'-
HAGER
r
W
NESS
LOCKSETS:
AND VERIFY ALL LIGHT GAGE METAL FRAMING,
101
D-1
3'-0"
6'-8'
ALUMINUM
FR -1
HM
H-1
18 25
S1
HARDWARE, CONNECTIONS, AND INSTALLATION
N/A
N/A
45
1
N/A
101
A
D-2
(PR) T-0"
7'-0"
HM
MEETS BUILDING CODE REQUIREMENTS AND
HM
H-1
J1
S1_
N/A
N/A
N/A
45
2
27 22
103
CONTRACT DESIGN DOCUMENTS
HAGER
�-
PUSH/PULL:
HAGER
3^ '-0"
HAGER
x
WEATHER STRIP:
to
IVES
IVES
33 20
D1
PEMKO
HINGES:
W_
HAGER
TYPICAL EXIT DOOR (INSUL. HOLLOW METAL)
43 18
STANLEY
HAGER
HAGER
GLENJOHNSON
IVES
CLOSER:
STANLEY
LCN
DOOR HARDWARE (H-2)
DORMA
97 12
LV
u.
"CRC" (COLD
17
ROLLED CHANNEL),.WHERE
BRACING TERMINATES AT
TO BE SPACED AS REQ'D BY DESIGN
BUILT-UP JAMB OR POST, EXTEND "CRC"
INTOU - C"
P NCH OUT. ATTACH "CRC"
TO JAMB OR POST WITH "BRC" R WITH
SCREWS ® PRE -DRILLED HOLES
"BRC" TO BE ATTACHED WITH
(2) - #10 SCREWS
TYP. LATERAL BRACING SPLICE
USE: (1) - 12" LONG "CRC"
TO "CRC" AND TO THE STUD
PROVIDE LATERAL BRACING AS
- • . - --• °
INVERTED OVER CENTEROF SPLICE
REQUIRED. NOTE: NO LATERAL
-.,,,
WITH MIN. (3) - #10 scREws
ON EACH SIDE of SPLICE
CRC LATERIAL BRACING
BRACING/KICKERS TO EXTEND
INTO TENANT SPACE
2 Wall ,Section
Scale 1/2"=V-0'
Door & Frame Schedule
DOORS
FRAME
DETAILS
GLASS
DOOR&
HARD-
REMARKS
1 1l2 PR. BUTTS: 41/2"X4 1/2" B.B.
ALUM STRFT:
FRAME
ASSEMBLY
UL LABEL
WARE
SET
MARK
MARK
TYPE
WIDTH
HT.
MATERIAL
TYPE
MATERIAL
HEAD
JAMB
SILL
SIZE
TYPE
THICK
IVES
V A= 0
d Cj u -
1 CLOSER: W/ THRU BOLTS
' ^ ♦ LLI -gyp
VISTA WALL
\Y 0 C
p'-
HAGER
N O
NESS
LOCKSETS:
101
D-1
3'-0"
6'-8'
ALUMINUM
FR -1
HM
H-1
J1
S1
N/A
N/A
N/A
45
1
N/A
101
103
D-2
(PR) T-0"
7'-0"
HM
FRA
HM
H-1
J1
S1_
N/A
N/A
N/A
45
2
N/A
103
18 GA. GALV. METAL DOOR,
PAINT FINISH
RE: DOOR SCHEDULE
H.M. DOOR FRAME
(BEYOND)
ALUM. THRESHOLD SET
IN MASTIC (TYP.)
FINISH FLOOR
RE: FLOOR PLAN
(H1) (J1) (S1)
3 Hollow Metal Door Head/ Jamb/ Sill Detail
Scale 3"=1'-0"
GENERAL NOTES:
1. VERIFY COMPLIANCE OF FIRE RATING WITH CODES AND INSURANCE. VERIFY
CONDITION OF EXPOSED SURFACE AND REPARE THEM TO RECEIVE FINISHES,
2. G.C. SHALL FIELD VERIFY ALL EXISTING CONDITIONS.
3. PROVIDE FIRE- RETARDANT TREATED WOOD FOR CONCEALED BLOCKING AND
FOR EXPOSED LUMBER AND PLYWOOD IN HABITABLE SPACE.
EXISTING EXTERIOR WALL
(VERIFY CONDITION)
EXISTING ROOF CONSTRUCTION
5/8" GYP BD,
6" GALV METAL STUD FRAMING
(SEE TABLE FOR SIZE/ SPACING)
DIETRICH UNICLIP CONNECTOR
(14 GA. UCEC),1 CLIP PER STUD
AT EACH LOCATION
(2) - 3/16"0 HILTI KWIK-CON II+
SCREWS INTO WALL, EMBED 1" MIN.
(3)-#10 SCREWS TO WALL STUD
HOLD GYP. BD. 5/8" FROM
UNFINISHED FLOOR
EXISTING CONCRETE SLAB
DOOR TYPES & HARDWARE
L
DOOR HARDWARE (H-1)
O
LIST OF APPROVED MANUFACTURERS
1 1l2 PR. BUTTS: 41/2"X4 1/2" B.B.
ALUM STRFT:
VIEWER:
FLUSH BOLTS:
W/NON. REMOVE. PINS (BY S.F. MF)
c
KAWNEER
IVES
GLEN JOHNSON
tea/
I..L
Cn
jW
1 EXIT DEVICE
0M
ADAMS RITE
PEMKO
IVES
V A= 0
d Cj u -
1 CLOSER: W/ THRU BOLTS
' ^ ♦ LLI -gyp
VISTA WALL
\Y 0 C
p'-
HAGER
N O
LOCKSETS:
0
1 THRESHOLD IN COMPLIANCE W/ANSI
EXIT DEVICE:
BEST
THRESHOLD:
CABO 117.A 4.13.8
VON DUPRIN
SCHLAGE
KAWNEER
1 WEATHER STRIPPING; DOOR JAMB STRIP, SILL
DETEX
MEDICO
REESE
PROTECTION
1 KICKPLATE: ON INTERIOR SIDE
DORMA
PEMKOKICKPLATE:
HAGER
PUSH/PULL:
HAGER
3^ '-0"
HAGER
STANLEY
WEATHER STRIP:
IVES
IVES
REESE
D1
PEMKO
HINGES:
WALL STOP:
HAGER
TYPICAL EXIT DOOR (INSUL. HOLLOW METAL)
STANLEY
HAGER
HAGER
GLENJOHNSON
IVES
CLOSER:
STANLEY
LCN
DOOR HARDWARE (H-2)
DORMA
3 PR. BUTTS: 4 J" X 4 2" HEAVY DUTY W.NON REMOV. PINS 4. SCHEDULE,
1 LOCKSET: BLANK ON OUTSIDE
1 PR. AUTOMATIC FLUSH BOLT W/DUST PROOF STRIKE ON
(INACTIVE DOOR)
1 EXIT DEVICE
2 CLOSER: W/THRU BOLTS
1 THRESHOLD IN COMPLIANCE W. ANSI CABO 117.A 4.13.8
1 WEATHER STRIPPING: DOOR JAMB STRIP SILL PROTECTION
ASTRAGAL
1 VIEWER @ 60" A.F.F: ("IVES" #U698B26D OR EQUAL)
6'-06
2 KICKPLATE: (ON INTERIOR SIDE)
I, 1 DOORBELL
D2
TYPICAL SERVICE DOOR (INSUL. HOLLOW METAL) FR -1
RE: SCHEDULE &DETAILS
FOR DIMENSIONS
CO)
W
Cu
s ((^n'
W
1
O
O
C Q
U
C Ca
Cu
CL 0 0
Lu
z W C� w Q
Cu 0
_(DE O
co 0 = LL—
n.[Co
v
d
z
o O Q- N
��
00 �-
a
S
Lu
a
Lu
Lu
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L
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c
tea/
I..L
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jW
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cu .Luv
'
V A= 0
d Cj u -
Lu
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p'-
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CO)
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Cu
s ((^n'
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H G F E D C B A
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1 I 1 I I I I M
ROOF FRAMING, RE: STRUCTURAL
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(,','RAC'O M1FC'W IN(,,".'— Si=terStud201' , SmartStudW`m 6B., Framing Members* — Optiona I -.Not ,Shown - Used as analternate method Copyright (.,') 2011 [ adenvriters Laboratories ncIAX
,
I to attach resilient channels Oteni!6), Clips attached at each intersection of the - pro -., i
NIARINOAVARE,, DIV` OF WARE INDUSTRIES GEO RG I.A.-PACIFIC GYPSUM .L L C — Types.D.A.P., DAPC.,.DGG,, DS, resilient channel and the steel studs (Itern.2),Resilient channels are frictionfitted Th.eappea,mi).ceofacojwtl)&,iiy'snainco,r, . duct in, this database doesnot in itself ass tire th. -at products .so.
..
� . .0 "eivi cc, Only, those products bearing
Fire Resistance Ratings - ANSI/UL 263 iiiientified bave bcen manufactured under Vl25Foftow--LTp IS I . r the LTL Mark
intoclips, and then cl i ps are sec ured to the Stud w ith min, I in. long Type S -I 2 . Should be considered to to I.Asted and covered under Ur. 1A, Fc),I.I.ow-l.fp,Serv,lce,,.Alwa,N,s look--. for th eNlark on the
I . '.
.1 3 FC '/A pan head st, i .1 product..
I .Design No. U465 INC! — Viper2()"r-hil . ,A]FARGE NORTII AMERICA IN(.','— Type tAlFC6A, I.S3 Ai flange, eel scro,N s througgh the center hole of theclip and the resuient channel
October 04, 201 1 T. E I.. , 1,, 1. N G' 1. N, D t T S T R IES I i,, . L C — V i 1) e ri,.1 0 T &I I U L pennits tile reproduction of the material contained -in the Chiline C&I-tification Directo.ty sukiect to the
I
KEENE BUILDINCI PRODIJCTS COINC7 — Type.R.(..' Ass"urance, following conditions., 1, TIw (�uidc Inforinatioli,,, rk.signs atiWor Listings (files�) inust bc presented intheir
Non bearing Wall Rating — I HR. I I I ".. entiteh, and in. a non-mi,sleading manner without any'llialti tilation of the datai(or drawi.l.kg,")., rZ= The statenienI
. .,
2(.,',', Steel Studs — (As a. alternate toltem:21, For use NvithIteirl 4E) Cbanne I t)NITED STATES (wATSUM (',10 —1. ype AR, C, "I".X-G, IP -AR, II? -XI, IP- III .P .
I I I 'N(, " 11 `Re -printed frorn tile Online ('ertificatl0n,s Directory with periniision from LT-riderwriters LAN)ratories Inc," mmst
I ,
/^',% rRIN. /;;N shalv,d, f4bricated frommin 20 MSU conrosion-proItected or galv steel., 3-1 /2 in.. X2,11?`C-All.., SC, , SHX, WRC, WR.,X, , (JSOX J.Joint tape and compound, Item .1 7, Won and Partition Facings and Acctssiories* (OPtional, Not shown.) — app . car adjacent to the, extracted materiat tit addition,, the r . eprinted triatorial.must include a copyright notice in,
N .il
k��J min depth, spaced a max of 16 in. OC, Studs friction -fit into floot and ceiling 5, optional fat use with Ty e USGX' ,2 1 'i Pt . the following format 'Co rightl�,', 2011 Underwriters Laboratories ltic�40'
W to) p �). ominal I F in, thick, 4 Ift N), de panels, for a ional use as an additional layer oil .P.8
/ ,/ I/— / !19) i,,,/�� runners. Studs to N4 cut i5ig to 3/4 in, less thanassembly height, one or both sides ofthe assembly. Panels attached in accordance. with
� / I �,.i . . . -, re commend ations. Whe n the 0 -510 panel is installed between
� 1. : . . � - : . � — Type A.R., C, IT-A.R. I.P-XI, I.p-X2JPC--AR:, manu facturer's
. : I USG,NIEXIC,0 S A DE C V ,R .. . .
.. : .i F . . , �. i i', ri ,....... �j.. � F1,1 .1 ijq i� ,r,� I '! - n I u p'i ,:,1: 1� :i! '. ki, 1 1,�, 0 A CHI ". � ,1: -11. w I., P..
, . . 1,q, 11 ;;� f ,
" ; . .; ; A-ri hr1:do1r":rb::1k,iT1 .,�1,,1,1:_..C.E .i ;:i ;,�� I I N, 11 ; :; I 1. 0 Ir.l.
17 � 2D, Firaming Members*— Steel Studs —As an altemate to Items 2 through �.. i C F 'i :L,
. ! : . I , . � ..: :1 ;. . ': . in ; p., - ;: 1: I I �. ... .1 .:
"" . . � A - - - � 11- ', I
I
, �--.-7: .,-;;�_.�1;11 'i,4i.. . - - - . . __ . . � J - . Jr. --- ". . SC'X I the steel fratning and the UL Classified gypsum board, the required UL Classified
;,' --,-- .. 1, I, SH.X,, W.RC' or W.RX.,
,
I �'`i ;* 4 "i'4;,W'%_' __4,4ftX03"W=m. I A= 2C- or use withitem .1. 1) and 4 G' oril
" !==!!! , J� - " 'k, , ,F ,Ni, channelsha edstuds, min. 3-5,/$ in, wide , n
JJJ 11 111I I
I "_ 11 , 0 , "' - �:I, , � `�2, � i�. !�, � . p Iq,,;,"� ,iii, ii;"T,
� ". �� ,4fr L I 7 l� ),;, "", ,,, �,, ). 11'.) A)" $ �%/Iii, � T, I 1: thiCr gypsum boa rd layer(s.) is,ii'are to tw installed as indicated as to fastener type and , �
I
I ,
,
,
,
,
I ,� 0 v V, , , r, : "I 1(
.� OL ,�, , � ), � , I .fabricated from in in 0,0 1 8 in, k i. tee[ spac ed a max. of 24 in. OC, Studs to ,. )
,':. 11" i", " � r " !;.
�
-
I
11 .,i, ,, .11, I .
i,
".. i, 'i, 1,1��, ,
, I % , ) ,
� ,,��,,i;!_, - , 1. �'... -1 galv s 0 astener length s i u ��I,i:, 11 Y."',
I,,: . .��. ,. -im -, spacing, excep "I
,,J'�,./ _);,,_ ,�d" ,,, tl.J.�Y � .L. - 4B., Gypsum Board* — (As an alternate to Iticinis 4 or 4A — No: ,. 114im thick,, t that the required .f hall beincreased by amin in m 11
� ... I ... ... .. P .
" t ... i" -11? . . - . , in, less than asie ibly height.,
I-., .� ill ,�,4��_.d pet, : be cut I.I,'2 n
, I ,
I I -11 ... I" .112 I -1 - I
- I �! I m 1?� . -
m __ _�g - - M -ell, � wrew length increawd to I -1 /4 1 1.
.... ...... !;�*:. . _ -X�th.�1 m '.N1
. �.z . !.�= �:1111 - . , . -
- . '. -0 "I i
. - f- - .... I.::, - Z_F5 I ? , ofli2in, Notevaluated (,).r.i.nt:end�edasasub,st.i,t:tite tiorthe required lqye.r(,s ofl.11ii;
.- .. r . . 4 ft w-ide, installed as described 'in Item 4A with. s I
, . ". i % . i . - .
' "'
1, -1.1. P ", %� i� I . :in, Classified Gypsum Board.
..
, 1% :(.,".'LARK-DI-El'-RICH.B(,.I'l.LD.[N('s, SYSTEMS— CD.PrOSTUD S, L
I iI . I ystem'No. W- -2003
"'il,_ W
I I
I . , 10 " EN ERG'11' INC Type Q uietltoc k QR -5 I O�
CGC.1NC::::=::::::i Types.A.R, IP -AR. SER WS . 11 I — I I.
T Q0 DMFCWBS L L Ciiiiiiii ProSTI.)D .. � . November 20,2009
� 1, Floor -and Ceiling Riumn en — (not shown) — Channelshaped runnerss, 3-3/8
in, deep (min'), .1, - 1 14 ,. in, ,le VY., f6rined from min No, 25 MSG ga1v steel., attached MB.A.R[ULDING SUPPLIES —ProSTUD UNITED STATES GYPSUM CO — Typc�s.AR, I.P-AR.. F Ratings — I a od.2 Ur (See Item 3)
to floor and ceiling writh fwsteners .spaced 24 im OC mxx, $,Lead Batten Strips — (Not: Shown, For l..)se With hein 413) - Lead batten _ I
SOUTHEASTERN STtT & ("I IJSG NIE XIC10 S A DE, C! V — Types AR,1pr_A R � strips, min I - I,i"2 in, wide, max 1. Oft It.)n g w ith a max. thic kne-.s.s of O., 1. 25 in, Strip s
IA. FramingAtembers*.— Floor and Ceiling Runners — (Not shown) — As .ID "O .MPONENTS,I,N(.,'— PrOSTUD plac ed on the interio r fac e of stud s and attached from the exterior face of the stud ,f I 0 .Ratings —1 and 2 ttr (See Item 3)
an alte,mate toltem, I - Channel shaped, min 3-5/8 in. deep, attached to floor and tr OU 4C, � Gypsum Board * — As an alternate to Iterns 4, 4A, and �4-13 - N om . 5118 in, With two I in, longType ,S-12 pan head steel screws, one at the top of the strip I
cell ing with fasteners 24 In. OC, in ax� 2E_Framing Members*— Steel Studs— As analternatetoltems 2 It. ,h,2.,r,,,- th,i , ck gypsum panels. with square edges, appliedhonzontally, Gypsum. panels L RatingAt: Ambient — 7 CFM/sq ft (See Item 3B)
.For use with Item I E and 41 only, channel shaped' studs i .
. , min 3 -5 / 9 in, ,.Nri d e and one at the bottom of the strip.Lead batten strips to have a purity of 99,95-�
fabricated from min 0,-0 I 8 in., thick galv steel, �Vz aced a , max of"74 in, OC. Studs to fastened to franihig with I in, longbugle head .steel screws .spaced a max 8 im meeting theFederal specification QQ-L-2101fi, Grade "C". Lead batten strips Ing At 41M) F — less than I CF.M! /sq ft (Seeltem 3B
. . - T EXI OC, with last 2 screws 3/4 in, and 4 in,. from each edge of board, Horizontal.joints . . . L,Rat't
.AL,LSTEEL;&G:VP�S't,FMPW).Dti(A'�S'IN,,('—T,v,peSL,.P.R. EFraming he cut h'2 in, lessthan assembly height.. required behind vertical joints of lead backed gypsum board (Item 412;) and ,)
,
System . I need not be backed by steel framing, Horizontal -edge joints and horizontal butt optional at remain ing stu ollocatio ns, Requ'. , [red behind vertical. joints.
TELLING INDUSTRIESUL C— TRUE -ST L1 .D r T'M joints on opposite sides of studs oniffterior walls need not be staggered or backed SA, Leadilatten Strips — (Not Shown, for use with Itern 4J.) Lead batten strips,
by- steel frarning,
� 21 In., wide, max 10ft long with a max thickness of 0,.062 5 in, Strips placed on the
�
.
1 Bates and fflankets* (Optional) — .Mineral wool or glass fiber batts I - I b-1. — . � -_ 7.1 -
CONSOLIDATED FABRICATORS CORPI I r TE MP1,E-irINLAN.D — GreenG lass Type X� face of studs and attached to the stud with two min, I in. long min, Ty"pe S-8,pan A , rr. :: - il �77—
. , 1. p 7 ! , I ,. ,
i, , . .
partially or com pletely filling stud cavity, head steel screws, one at the top of the strip and one, at the bottom of the strip or- L . . �.. — - . �11. I
, .. - '", "
- ., I .., - "a 1B
'L
I .M.,.1.1.1:.IDI'NG:�.pRo.[)tll(l,,]."s alv —iirype. S'UPRENWITtaming System _ L Nvith one m i n, .1 I& to ng min, Type S-8 panh ead steel scre w at the top of the strip - " . 1 11
4.D. Gypsum Board* — Asanalternate toltems+, 4A� 4B. and 4C Noni.518 � �: I., 'A ��
B 13Z.).Z.) category fbrnames ot' Classified companies. i Lead battenstrips to.have a purity of 99.9916,meeting the.Federat specification 11 ,� I I 1., -
:1 n. thick,gypsum. panels applied horizon tally. Horizontal joints need not be bac ked , I. ,, � :It '�'�-
i
� Q)0I.,2()If :( rade `(,,".. 1.ead batten strips required behind verticaljoints, of lead .1 /"`1% 4 I -
by steelfiraming, Horizontal edge joints and horizontal but0oints on, opposite . ,, ;_! � I ,,4
.Fiber, Sprayed* I J :. ��' I �11
11 ,3A, , — As an alternate to Batts and B lankets, (Item 3) — Spray, backed gypsurn wallboard (Item 6 and optional at remaining stud locations, I 1�� � J �
I � applied cellulose material. The fiberis applied,with water to completely, fill the sides of studs neednot be staggered. Gypsum panels -11 teneditol,riamingwithl I .) . I,"f' 1,11 I . 1. :1
QUAI.L.RUN .Bl'.1,1..1,4.Di NG ,Nl�4��ke-1,4.F,.R,,[;�,t.t.;S.I.,'N(" T SUPREME.Framing imloing Type S steel screws I- 1,,12 in. frorn, board edges, 3 in,. from board edge and 9. Lead Discs or I's bs — (Not Shown,. For Use With Item 413' - Used in lieu of � � . .1 . ... .. M . . . . . . . . . . . "I'l""I'll""I'llIll""I'll"'I — 136
— Ype enclosed cavity in accordance with the a�.P.I'ic�ati.o.ii'tn.st.rbcti:ons supplied with the . .) I � I . 1 =6 1
System � every 8 Ifti OC in the field. Screws spaced a max 12 in. along the topand bottom or in addition to the lead batten strips (Item 8.) or optional at other locations - M. a.x r
product,Nominal dry &.nsityot3.0Ib/ft". Alt nateappi,ica.tiotirnetilod",Ttietiber� edges of the wa it. 14 in. diam. by .max 0- 125 in, thick lead discs compression fitted or adhered ovier . r r
. I is app tied with U., S, Greenfiber LL C T ype AD 1. 00 hot me It adhesive at a nonn inal ste el sc re w- heads or max I iii.2 'in, by 1 -.14 .in., by- max 0;, 1215 in.; thicklead tabs � . . I . . . . .... 1-41. I . I I —1 .. .. . . . J
ratio of one part adhesive to 6.6 part-, fiber to completely fill the enclosed caviIty I 'n, -_
I I V III %, I "
. . , 1 �
NATIONAL GYPSItiM CO —'Tvpe,s.FSK,. FS.K-(% FS1K.A.3r, FSW-( ..,FSW-G, placed on gypsurn. boards (Item 4E) underneath screw locations phor to the ?_
, , T1, " �
,I
I in accordance with the application instructions supplied with the product, I I I I . I � ,�, � � ,�, I II i I I .
SCAFCO STEE L ST I,T,D.'NIANtf.F'.�.�t.C.l.'I.,.[,R.[N 6 CO — lype SUPREME .4 ,FSW, .installation of the screws, I.ead discs or tabs to have a purity of 99,91�"6 meeting ".. �� .,
I i
I N omi nal dry dems ity of 2 3 lb,,Tt � I __! .. 1 1
1 , ..
r-th,
71-%�'.
Framing System theFede ral specification QQ- L-20 I f, Grade " C". p: " � 0
I U 8 (�'RIEIENFIBER L L C — C ocoon2 Stabilized or C,tx.,00 n -F R.M (Fire Rated , A p, 11, . It,
. only ,and fastened to the studs and plates with I in-, long, Typ,e S steel screws : I �:;,; %, :,
I .Material) - I 9A, Lead Discs — (NLA Shown, for use with Itern 4J.' a x 5 A 6 i nr � d i am by max 11 I :. ,
�) M �. I
I '. � i , I ',
spaced, 8 in. OC: Not: to be used withitern. 6. 1 0,0625in,.thick ead d iscs com pressiort.fitted or adhered o ver steel sc rew, lie ads, .. _ — , iii,
"
- " " 1", i �-, i "I'll, I
,
. . . Idead, discs to have a purity of 99.91:;.O.�ineeting the Federal S ecification QQ-1, -40-A 11.11 - 4 ', , I I
`1 F . YPS41 NI CO — S oundBreak I 17 X G in Board , p Se r. � �
STEEL CONSTRIX,.7 ION SYSTEMS INC — �T� pe St ... 1PREME.Franiting NAT'l, ONAL G - - - .1 X I ype " Aypsu 20.1f, Grade "C"',
System 3B, Fiber, Sprayed* — As ,an alternate toBatts ,and Blankets (Item 3 ,,� and Item .
. .,, , CTION A -A
r
I . 3A - Spray applied odlulose insulation material., The fiberis applied with water to 4F. Gypsum Board* — (Not Shown, ; ) - Oks an alternate to Item 4 when used as * flearing the, Ul., Class itlication Mark-. Assembly t— The I er 2hr fire -rated gypsurn. board/stud wall assembly shall be constructed r()f tl'
� I
interior surfaces in accordance with the applicationinstructions supplied ),vith the the baselayer on one or both sides of i, w�a 1 114 For direct attachment on ly to stee I � I wr ) , artitio . r
,
I I , Isandinthemannerdes ibedintheindividual UX OI, (34N) orV4(x) Series Wall or.P, n De,
i
I I . product.; Applied to coun)?Ietelyfill. the enclosed cavity_minimuln id.ty density, of studs'Itern 2C i ) - Noin 5/8 in. thicklead backed gypsurn panels with. beveltul, .D I
I . Fire Resistance irec n, and shall include the following construction �features�
I . �
.1 43 po unds r cubic ft, � -, k s . p. . .
. 11
UNITED NIETALPRODIK."TSINC —Type S(,..fPREME Framing System 'pe I ,square or tapered edge% I Through -penetration Flimstop System A, Studs �— Wallt'raming.may consist, of either wood studs orsteel channe Istuds , Wood studs to
J I . . ,, applit 1 vertically. Vertical joints centered over tti and
I I I it� , . I . . of nom 2 by 4 in, (51 by 102min lum, her spaced 16 im, (406 mm) OC ,,vith nom 2 by �4 iii, (51 Oy
.staggered min I stud cav y, on opposite sides ofstuds, Gypsum board secured to ' ,) 11 I
�
I . Ntf-WOOL (10 INC— Cellulose Insulation I I studs with I -1./4,in, long, T Pe S- 1.2 steel scroNs spaced $ in. OC at: perimeter and i I
. .Y. 11 System Na W -L-1001 min) lumber end plates and cross braces. Steel studs to be min 3-5�'S in, (92 mm') wide by 1-3/8 in
.
1 4 1 1
� I B Framint Members* - Floor and Cc i-linff Runners — ,ot sho win - in lieu of I 12in. OC in the field. � . . I . I lutiv 15,204)5 111M)deep channels spaced rnax 24in.. (610 trini) ('.)C,, �
. I . .
- . I .
I
� I
Ite'lin I .— For use withItein 2B, I F Raltings —, 1,2,3 and 4.Hr (See, Items 2and 3 . .
, proprietary channel shapedruniters, U- 114 in. . . B. Gypsum Board* — 518 in.. (16 min) thick, 4� t7t (I 22 cm) wide writh square or tapered edges, T
. I , .3C., 114ber, Sprayed* — As analternate to.Batts and Blankets (Item T) - Spray Y-ILALR ENG: ERING CORP - TypeRB-LBG ,)
wide bv m -in 3-5/8 in, deep.fabricatedfrom min 0,020 im thick-. galv steel, attached . . , ,Wk INE Ar � . - ' s ty ass
tied c I, I with water to completely fill the I I :g,yp.qu.ijiboa,rdt,�,,.K,thick,n.es:s,.numberoflayers,.I'a,.tene.r pe and sheetori.e.n.tation shall be p
" r
to floor and ceilin g With fastenem sp aced �24 im (.X max.. app -ellulose fiber. " he fiberis applied . I . I I I . . .11 TRatings 0. 1, 2. 3, and 4IIr (See Item 3 r n the ind" i ual (J300, (J400 or V400 ,Series Dts'gn in the UL Fire, Resistance Directory. Max di
. . � . . I 1. Ivid I 'I I I I
r . � I i ,; I . , . ) I �
. I .� enclosed cavity:ln accordance w-ith the application instructions supplied with the 4G. Gypsum Board* - (Asan alternate to Items 4 throu h 4F) �ni For use,with . I I
. . . I � � 1, I . '4 1 . 9 I opening is 3-I.,,`8in., (79mm)
. , 'teel studs and floor .
product.. The minimum dry density, shall 'be 4� 30 lbs/ft', Items ID and 2D only,, 5.� 8 in. thick.. 4 ft wid e, attached to s L Rating At Ambient— less than.1 CIMAq ft I
, CRACOMFG INC - SmarterTrack2ff-m, SmartTrack.2011"m . � � . and ceiling track with I imlong, Ty . pe S steel screws spaced 8 in, 0C.., along � I - ough.Penetrants - (.')ne nonmetallic pipe or conduit to be centered inithe through opening- The a
. I F 11,
. I etwieen pipe, or conduit: and periphery of operting shall he min b4 i '6 and max 1/8in:; (I 0 ,
I .Ltrl W CORP !--!:!-!n Celbar-iRL , , 111' ('111119 I
.INTERNATIONAL CEL LO S edges of board and 12 in. OC in the field of the board,, Joints oriented vertically I L Rating At 1 400 F - less than I (". �FNI/sq ft conduit to be ri , of the floo)r-ceil-in assembly, "I"he k4lo,wing types a
and St,lggerred on opposite sides of the assembly . .1 giolly supported on both sides I g
-
. r - __ -1 le� non metallic pipes or coinduits,may be used.
. �1. 1* . .�.T �1
MARINOANIARE,101IN' OF WARE INDUSTRIES . )O �A ;.. �.l ir . �F.l A r A. Potyvinyl Ch.10 ride (PVC) .Pipe - No.m 2 i n, (5 1 mm' di am ( or smaller)Schedu le i4�O sol id c,t
" .:.: _ .� , 11 )
I.A.FiVIRGE N0RT1.I.AMERI.('.4A INC - Type I,,GF(.',',6A, I,G) FC -C/A �; I.: v, ; . I '
4. Gypsum Board* - 518 in,. thick, 4 ft wide, attached to steel slud.s and floor . _.. I , � item,
'
I .1 I � PVC pipefor use mclo,sed(proce,%, orsupply)or vented (Orain, waste (irvent) pipingsys
. I i, �,! � "I
"k," at 0 ,, . 1, � 1- ,--Vl
INCV' - Viper'20TIM Track . I and ce it ing track with I i tt� long, Type S sleet v. rews ,spaced 8 in, C on 9 , ' I ,.., A,-' � r , 1% I 3� Rig -_ . 8
I .111. !, I I 1 )
I I i I , iented vertically NATIONAL GYPSU Nit C.0 --7yp,esFSW 3. .. -, , " 3 _ id N onmetallic Conduit++ - Nom -1 i n., (51 min diain. (Or smal ler �(, S ched tile 40 or O)P
�
.
.
. 11 edges of board and 12 'In, OC in the field of the Ward. Joints on I � . . . conduit installed in accordance with the National electric Code (NFPA No,''70),
Y, W1 r I I , i UAIIWU�
and staggered on opp osite sides of" the assembl hen attached to item 6 1 I r . r oe �z m. )- 2. 1 --- I..
� ......__,. . . . . . . . . . . . . . . . . . . . .
I
UNITED STATES GYPSLrM CO i ... ... Type. SCX . I I ____ ...... ____.__ ... . .... ________....._-11 . I ' " ("5
. (resilient channels) or 6A (furring channels,)., gypsum board is screw ,attached to ., . I . . 1`- C I . Chlorinated Polyvi nylChloride (�,, PVC) Pipe - Nom 2 in, " I min') diam f,ror smal'e'.) SDR
TE LLING1NDU STRI ES LL C - Viper2oTm Track furringchwinnels,.vith lin, !king, Type S. steel screws .spaced 12 im 0C. I . . . � C PVC pipe for use iri closed (proc ess or supply) piping sy st ems,
4.H_ Wall and Partition FAc ings and Accessories* - (A,s an alternate to lie rns 4 � I I . I I (,&N'<1r,'1) P* )e
I
" , Win tar Core Pol�winyl (" oride I -*,,,
I . , $ ,D� C III I I., I 11 - Nom 2 1w � 51 min) dia-m (Or smaller" I
througli 4G ) - N orninal 55/8 .in.. thic k.. 4 ft NA, ide pariels, ap piled vertical I y and 111. .. %. I ) Nii,
i , -,
AMERICAN GVPStTM CO - Types AG-C,A.GX-L ,M. -Glass I . .. ' u . . , — - , _-,_.,___i_11_1- , 46 ce Ilul at core. PVC pipe for use i n c losed ( ply: I o.r vented ( drain, waste or vent) pi�
. secured as described m1tern 4,, i� � I --.-,------- . - I ,. - illmlil .. process or sup . :,
- . . ...... _==1W.,qd= ____-r_% , .1
. ` ,:- I 1''. . -N 0.� 64;p , � ,., . syste.m...
.1 C, Floor and CeilingRunners - (Not shoiwt��-For use with -Item 2C BEIJING NEW BUILMIN("'r MATERIALS PUBI,.�K' I 2 1,11". ,.,._,.;
I :
I I . 1� .
� Channel sha ed,, fiabricated from mi.n,2Y0.MSG corrosionv-protected or galv steel, SER10I.TS ENERGY INC - Types QuietRock ES, QuietRock 52:7, 1 11" . - o : : .. .
. � -.1 E. Ac irylonitrile Butadiene Styrene (ABS) Pipe -N om 2 in� (5 1. mm) dliam(or smal ler) S, che ob
p 11 " .d I i..� , I
min depth. to accommodate stud size, %Nvith min I in, long legs, attached to floor . .. I -, � "o il.� - solid core ABS pipefor use in closed.1, process or supply' or vented (drain, %imste or vent 11 il
. ! �.., .
.. � :1 .. �) 11 .) piping,
,
, , 1,
.
LI'D CO - Type.D.BX-1, I . ,wi _:.J;.,:,A
I . .:,� 1�e
P�" 17:� 8
and ceiling with fasteners spaced max 24 in, 0C, ... ... !ii, I systems.
1� -A :, i. - �_
- I LA lrr�,�___ , , , " I 4 - N nI 21 in, ( 5 1. :min) diarn (41
ID. Framing Members*- .Floor and Ceiling Runners .-i Not shown - In lieu CGC IN(.."; ....... -i, Types AR, C, Ifl-AR, 1P -XI, I.p-X2,IPC-AR, SCX, SHX, WRC or 41. Gypsum.Boattid* - (As an alternate to Iterns 4 through 417),ii, .... � For use with I R ('.'ellolar Curve Acrylonitrile Botadient Styrene (cvABS) Pipe o I
I I I
I ,
of Iteins I through I C! ,- Foruse withlitem 2D and 4G only� W.R.K .Items I .E and . 2E only, 5/8 In, thick, 14 ft wide, attached to smaller) Schedule 40 cellular core ABS pipe for use In closed (pmcesis ot supply) or vented (olrair
I , proprietary channel steel. studs and fl.00 r ,and SECTION A -A
" i i
shap W., runners, 1414 im deep by min 3-5/8.i.n. Avidellabricated from tnin 0.0 1 8 in, . - cethrig track with I in, long,, Type S steel scre�k,S spac W�� 8 in. OC, along edg s of -ate4 gypsurn wallb or vent) piping systenis,
,r . . L Wall Asse mbly Tlie 1, 2, 3 or 4 br.fire-i . oard,'stild wall assembly shall he constructed 0. f I
_top Syr
hick gaIv sted., attached, to floor and ceiling with I.Imsteners spaced 24 in. OC max. . board and 12. in, (X in the field ofthe board. Joints oriented vertically- and . the inaterials. and in the martner describedin the individual UYN) ot- U400 Series Wall or Partition,De,siglis in Stem �- Instalkol symmetnivall y on both sides of wall assenibly, Thehourly .F and T Ratin
, �
..
I sta , ofthe a,ssembly. .. , -"ctioll katurcs:� itop si,stern arc equal to the hourly, fire rating. of the wall assembly in NN, hichiti s installed,, The del
. rggered on opposite, sides the L'"CL Fire Re,gistance Directon 11 nclu e the (111
. y, slid sha i d f . ow ing con% ' �
CLARKDIETRICH BUILDING S YSTE NISS — C.D ProT.RAK. CERTA.INTEED GVPS'tJM IN('— Types I, 1300R(11, G lasRoc, Type X, Type I A, Studs - Wall ftani-ing ruay consist of citlier wood studs (JUKK 2.1ifire rated assemblies) or steel
� . ;top -system shat I be as follows..
'
.. . I I � �� katin - a .-
I . I I .. I . I RTM C 'C cl el studs. NVoodstudstoconsist fnotn.2b)�4in,.i,il.byl,02iiiiii)[tittibe.t,spac,edi6,iit,(4(.)6,ii,iiii) A., Fill, Void or Cavity Materials,* .- Wrap Strip -Nom t4iri;, �(� mni) thick ititu'lues-cent
C, Silent.FX, I.I.NITED STATE. S GrYP,S . -0 -Type S ,X . r OC with nom. 2 by 4 i.n,, (5 1. by. 1 02 nun' lumber end plates and crosi braces, Steel studs to bernin 34,118 - �
� ) 11. a
I . ek storneric material faced on one side with aluminum fbil, su plied in 2 in, (51 mm) wide strip s,
14 in. (92 )"in') wide by W1 . $in, (35 mm,) deep ,channels s ced max .1.4 in. �610ruui, OC I .. P I I
I r I I C'ERTAINTEED GYPSUM '11 pe " .1 yipe , , ype, I 'pa ,) .1, . Ift, (51 mm) %vide strip tightly: wrapped around nonmetallic pipe, (foi I side out) with sesam butted. I
. , "ypsu - Nont. 112 or 518 in, (13 or 16 m*) thick, 4 ft (t22 crif wi e witli s4uare or 11
� . ., . I (,'.'AN.k DA 'IN(,.' - ' y C T X T Abuse- 4J� (ypsum Boa rd* - (Not Show, n - (A s tin alternate to Item 4 whe n used as
. " .0 I � 1) I . & (s m Board* , ) id . . . . . . .
I
`
DMFCWBS LL C, -.ProT.RAK. . I I I "Res-istant. � . I . . , 4des A. ; ( , rect attachment onl to steel 11 stri la e securely bound with steel wire or,alum, irlunilibil tapeA and slid into annular space appro',�
I . I .1 I I I I . , , 4 di tapered ed es, The g 'psurnwallboard type, thickness, number (if layers,faistener type and sheet ,y. r,,
. � I � . I � I, 1. � - . I . I... . '. I the bwe..layer o n,one ot: both ,, s io f �N.r 1.1 � 'F .y ., N I_ p
I 9 . � I I
I � . I studsItem 2�C � ) -Nom, 5,18 in, thick lead backed gypsuin panels with beveled, otientatiol.i. shall beas specified in 1heindividual U,YA or U4(w) Sedes.Design in the UL Fille, Resistance '11 (32 min) such that approx 14 in � (I 9 intin'. � of the w p stri
I � � I I ta up protrudes from the wall surface,
. -
GEORGIA-PAC,'IFIC GYPSMYNI IL L.0 -Types 5,6, 9, C, DA1:1,.DD,,DA., square or tapered edges, applied vertically. Vertical joints centered over studs and Directory, INilax diam of op, ening is 26in, I (W) liuri).,
I
DAI)C, DOG", DS, GTPFS6� staggered min 1. stud cavity, on opposite sides of studs., Gypsum. board secured to 2.7hroughiiiiiPenetrant - Orte tnetallic. �pipe, conduit or tubinginstalled either concentrically or eccentrically X. _FS
� 3M C )NIPANYr ,.-.195+
.
. . - within the firestop systeni, The, annular space between pipe, conduit or tijbitig and peripliery of (I Ming shall bt,
. 14 4 Ao in, ( Cat: perimeterand. .
. . ,studs with. 1. - ],.,i' in ..'rig Tylv, S-12 steel scremis spaced 8 t �..) min of 0 in) (O min . (point contact to nuix 2 iw (51 m,m' pe, conduit or tubing N .0 I .
NIBAB U I LDIN G SUPPLI.ES -ProTRAK r LAFARGE NORTRAMERICAINC-i .......... T . , ) ) YN .. to be figidly supported on. ) .
. ypes .LG, FC2, LG`FC2A, LGFC6, 1.2in, OC.i.n the field. - LP.Fill, Void or Cavity- Materials.* .- (..'au.lk,S'ealan:toir Putty- Min 5,,i8 in, (16 m.m thick'ne,q
, both sides of wall aisetribly, The following types aridsizes oftnetallic pipes, conduits or tribing,may be u,WdA
.
L6 FC6.A,.LG.F'C-t',,. LGFC -C,A., LGFC-W D., I inI, �r6lo ,,,,
. A,� Steel Pipe - Nom,24 ) diain (or s.trialler) !Scbedule 10 (or he,lr%;., eiy� S ' p
.. ,i � , ted ca ulk or putty applied into annular s ace between wrap strip and periphery of'opening, .A nom 114
. I I . pipe,
, - diam (or sinaller se"4ce Welght (or heavier Cast Iron soll Pipe, is
MAY('01NDUSTRIES INC -Type ')�-','-Ray Shielded Giypsuirn B. �fron Pipe - Noni, 24 rill, (.6.10 nun) I 11, , mm,� diam bead of caulk or putty to be applied to the wrap i trip./wall interface and to the exposed
, ) .1
I ; - 19 mrn).from the wall surface
� - NATIONAL GYRSU M CO - Types,FSK... FSK -C, FSK-G1,.FSW-C,,FSW-G, noni. 1.2 In, (305 inni) diatin (or sinafter) or Class. N.H.or heavier) ductile iron pressurepipe.. ot' the wrap striplayeis approx 3,14 Im. (r :1 �
f .1 .FSW, FSWJ, FSW-5, FSW-6, . not f 1)
SOUTI: EASTERN STUD & COMPONENTS .I NC, - ProTRAK 41(,� G ypsu m Board* - (As ,an alternate, toltem 4 and 4A, or use with I tern s 47',C'ondiiit-No�n-.t6�on,�(152,ni�m)diam(orsniallei),stee�irctvn�cluitornoni4i.n(l-()2m.nI dilin(or
.
I
1D, IE, 2D and 2 E�. ) - Noni 5/8in, thick gypsum. panels with beveled., square or smd1ler' steel electrical metallic nibing.
) 3M COMPANY- Cl? 25WI.3+ caulk or.M.P+ Stix putty, IC .1. 5WB+ catilk, FircDam 15C
. .D. Copper Tabing -Noin 6 in, (152 tnin.) diam (or sinAller) Typ_eL (orlweavier) copper t4bing �
NATIONAL,, GYPS tj M ("., 0 - R iyadh, Saudi.Anabia - Type FR., or WR., tapered edges installed as described in Item 4and 4A., + E, Copper Pipe - Nont 6 in, (11, 52 nuri) diarn (or sinaller) Kegular (or heavier) copp,eirpipe, caulk or 1313-3000 WT sealant, (Note:: .L Ratings apply only when Type CP 25WB+ caulk 4
I � 1 � "lexible Metal - 71 511 pi types of sted flesibleinetal 3000 WT sealantis used. CP 25WB+ and.Fire.Darn 150+not suitable for use with CI1'VC I
I E_ Framing Members*- Floor and Ceiling Runners -Nort. shown - Inlieu I,',, .through Peinetrating.produtt* -.[� Piping ne-to, Owing
-
� . -is p4pj � n 8 in ily tvi tised i
of Irtems 1. through 1. D - For use with ,Ite tin 213 an d 41 on], , proptietary charine 1. PA+W','0 Bt ... flILDING PRODI,T(I'S L L C, DBA CGCINC - Type lJLX ,
,S
y . . i � p 1. Notirt 2 in.. (5]. nun) diflin (tit, strialler) stecitflexible metal gas piping., Plastic ctwering on C, Foil Tape - ( . not sho%1:n):::::::::::::::: Nom 4 in, (102 nun') wide, 3.mil thick aluminum. tape wrapped a
4 d l7r ... ..
shapedrunners+ 1-1,4in., deep by min 3-5/8 in,, wide fabricate- voin min OD 18 in, � . � .$ 1 `
M ,,,,,,,,,,,,,,, T,� I piping may or ma at be removed on both sides of floor or wall a win ly,
I i, . ITA I "O � y n,. & b ii)e t)nor to the,installation of the wrap strip (Item 3A), Min oforic wra . � ush with both sides o
- n , liG k%1?G 41 or PG -9, UNITEDS ITES<.�,*IPSUM(.. -TYipeUI..,.X 1p, I. .1 .p, ft
thick Solvi steid, attached totloor and ceiling with. fmsteners. spaced 24 in, OC max, PA BC 0 G'V.'PSU Pe OMEGA FLEXIN(., and pmceedlng outward. 'rape is not required for pipes show-nin Items, 1A, 2B and 2C,
TELLING INDUSTRIES L I., C- TR.t ... IIE-TRACKTNI PANEL REY S A - , TyipesPRX,R.HX, M.MKIii ETK USG MEXIC0 S A RE C V .- Type ULX I.Norn I in. (25 inin) diarn (or qinaller) steelflexible metal.g= piping., Plastic covering, on ig the lJL C hissi fircation Mark, .
, g
SIAM GYPSUM. INDUSTRV (SARABURI() CO LT.Dm;;;;; Ty e EX -I 5, Joint'rape and Compound - Vinyl, dry or premixed joint corn and. piping . rinaynot bc remov ed on 1xith sides offloor orwall. assembly,
. . p po , inay o . LA;, st-I.Tjhk�Algil, on 2009:41-20
' -
2, Steel Studs - Channel shaped, 3-5/8 in. deep (min'), formed from, min.No. 25 41, applied in two coats to Joint,, and screwheads; paper tape, 2 in., -Nvide, embedded GA.%TjrJrE,I)IV OF TITEFLUX
'
. . I E .D 'llype X, Veneer. lasterBase - Type X, Water Rated - ,% 'i
I T MP.LE4[NLAN* =Uss=w, 11 infirst layer ofe ornpo und ov r all join t5,. .As an alternate,, nominal 3/3 2 n,thick 2J'i�t �,.$]��, 2 N�rjfff.S � -)
, ,; win veneer plaster may be applied to the entiresurface of Classified'-wreneer ., �Ql I.-JUndesm Laboralaries ...... tmi,,X
.MSG p, lv steel spaced 24 im ('.)C max, Studs to be cut 14in. less than assembly T�� pe X� S heathing -Type X. Sol"'fit - T X, TG -,C, Gree. nGlass Type, X, Type X gyr ps
� _ y pe. , I., Norn 1, in, (25inin' d iain � of- sina ller' steei Ill"., iblernetalig
. , .. ps pi'ling.. Plastic covering 01.1
height. ComfortGuard Sound adening baseboard, Joints re inforced. Pa per tape and joint cum pound in ay 'be (ini itted I i ) , ,) .1 .
De , Gypsum Board. nja'yrnot: be renI(JVCq tv. both sides of floor or wall, assembly,
I piping Irlay or I � 11� ,
. . 2 � ft. el . whengypstim boards are supplied,with square edges, � ,. :, pearanceofacom any's name or product in. this database does not in itself as-surie that products so
I �2A,r Framing Members*- Steel Studs - As analtemate to I tem. . - Chat. n - p �
shaped studs, min 3-5/8 in. deep, UNITED STATES GVP,St.:. M CO ...... , TypeAR., C, FRX-G, I.P.A.R., IP -XI, I )_ I WARD MFG L �L C i.ed have been manufixtured under IJI ... o's f7oIk)Nv-tr_Yp .Service,. (`)nly those products lVaring the Lil, TV1
. spaced a max of 24 in., OC., Studs to be cut 3/4 r I h ) Ir
in,.Iess than assemblyli � 6,11esilient Channel - (Optional -Not S oWr' 'I'l-ri, 25 MSGgaIv steel resilient be considered to be Listed and coveriedunder UL's Follow-up Service, Always look for theMark
, X2, IPC -AR., SCX SHX, WRC, WRXi, 1,.'.ISGX (Joint tape and co.tripound, Item 5. i - ange portion, attached to each
� , , . � channels spaced verticallymax 24 in,. (K,, .fl ,
o ional.for use with Type USGX)� � . . . 1 3; Fill, Void or Cavity Material* - Caulk. or Sealant -Min 5,�S.., 1-114, 1-7,1,8 and 2412 in: (16, XZ,48 and t
pt .intersecting stud with I.,i,'.2 in, long type S-12 panheads,teel screwrs. May-tioit b. Ls 64riurf) thickness of caulk fir 1,2, 3 and 4 hr rated, assetriblies, res ectively, aptAied within annalus, flush with
.
.
r I 31JPREME Framing , p ,
ALUTEEL & GY PSUNI PRO DU( ITS INC - �T:
.. 1 yjxx� S , P used with Item 4F, K-)tlisurfaces of wall, Min L,4 Ili, (6 mm.) diLan bead of caulk- applied to gypsurn boat-dilpenetraw interfacent Tn its the reproduction of the material contained in the Online Certification.Directory ssub�ject to the
. .
System USG XIC0 S.A DE CV - Type A.R., Cr'I , .-.AR..,, IP-iXl � l.P_Xr2, 111IC-'AR., ; r
. . ME . . . point. contact location an t%)th sides of wall, The hourly F Rating of the. firesto � tem. is dependent upon the, - ],'The Guideinformation., Desig -of ist ngs (files .must Iv. r
6A, SteelFraming Members (Not Shown' 3,furr 'n. y PsY9 iiig. con ditions'. ps and/ .L i presented in thei
SCX, S.H.X, WRC or W RX, ,)* -As an alternate to Item 1"9, houdy fire rating of the Nvallasscent bly in Much it is installed, as shownin. thefolloiAing table, 1he hcxIrly T , and in a non -misleading inanner, NN i thout all . nipU lation of 1)
I , yr in a - te
, F the data (or drawings), 2. The sita
, lie t'a�tirtlg
D channeN and resilient sound isolation clip as described below-, lt3iing of thefiresiop, s)vernis dependent upon the type or sim ofthe pipe tv cmiduit rai.d the hourly 16 L ..
-
- CONSOLIDATED FABRICATORS CORI, , , ated from the Online Certifications Directory with. permissionfrom tfriderwritersLaboratories Inc,
a. Furria g (.','hannels - Formed of ,No, 25 .MSG galv steet 2-3/8 of thei watl asseinibly in which it is installed, as tabulated below:
4A, Gypsum Board* - (As ,alternate to .Item 4) - Norn. S,i8in., thick,gypsum. , ,�,,� ........ __,, - - - - ------ . ...... � ... ..... . ........... _-_,,m,.__1� ..... ... � ... .. ............. �� ........... . ...... ..... _,,,�J�,'. ............................. . ............. ,..,..,..,.,.,,
. 1 4 I I adjacent to the extracted material., In addition, the reprinted material must include a co yright noti,
-in., wide by IS in. deep, spaced 24.in, OC perpendicular to studs, I . IF , p
'
I .
I.DI GYRODUICTSDIV-T , 1 . Max Pipe i �.
111) .1 .N r I ype S1.11PREME Framing,Systern . arielswithbeveled; squareorta. ed edges, applied'verticalty, or horizontally, .. F . � "' " -) 2W 1 tYndenivriters Labor . i�L ."
,, .. I - .) ato s
p Per .1 lowingfounat Cop i litiC f -4, .In ic, !�'#,""
:1 L .
I �.
.. ;
Channels secured to studs as de.v-11hediriltem, b.,Ends of adjoining or Conduit .. Rating vrig
1. Rating
- Vertical joints centered over studs and staggered arie stud cavity on ci posite sides I .. I
.
P .
I .
� .
. I channels are overlapped 6 in, and tied together with double strand . Diam In (mm) . Kr Rr
0.11JAILRUNBt LDIL t .... . .:%. ::;;:;:;;.i;::�::::::;:::;.:;;;.";.,.::;;Z:;;;;:.,.�zz.zz:z�t Zz;;;zz;;;;;;,�;,���,�1;4�,,,''�'LLttLL��,��������������������� ������'��L������'���.'���'�2"�'.�IlI �'�t��: t-;-L ,4 3-1-11111I.: .. ... 'I " L;;;I-.��,��:;���z���,,�������,,�,,,,;�r.;IL� ... ii�
.1 1, .NG MATERIALS INC,'-'TN,I)L-.SI,JP.RE.ME.Ft-,itning of studs. l4orizontal edge Joints and hol"LiLLZO11tal butt joints onopposite sides of of No. I 8 SWO galv sleel wire neat each end ofo-,,erlap. As an . . . . I . � . .
I I Z . ,11 o 11 ��l $J
I r1l P,.� r,.:i.1 �.ii RT 1::i I ��1 a [I 11 is;; Ho i '100 %1:11 F 11�, I n ip k1i 11 �11 s �k i� ii� 11 104, 11:1 I' � 0 a I 11 h , IT!i,, �1, TOL �J$i J! if� �'! A li'l .1�� k (11 J W I 0`�If ��J 1'� L
: ids need not be stagg . ack�ed by steel -framing, Panels attached to steel 04% I or! 2 . . A .
System. (.25) lor2 ., �
.
,,sit ,e red or h . �������������.�������������������,�,���� ii-- �� � �,�,� .
alternate,. ends of adjoining, charmets -may be overlapped 6 in. and -111=1- .......... '3 ....... "A ....... MW..'..� ... �,l�-,-,.II"411�,���IILLLLL����:����..�..�44� ... .r,rrj ..... .. . ,"r,",� ... ;rrrr"rr ..... r ... rr"."� ... =r ....... � ........ � ....... "I ........... 1.;;;;.11;;I";.I;;;;;Ilrl",;11;p ",pppl., .. . ... �, 11,1 .... ��, . '�;-...LLAI-��".LLLLLI����l�������������U=4411� ................ r .11
I -
studs andfloor runDer With, lin., liong Type S steelscrews spaced 8 in, ()C when I i[`il (25' 11 3 or 4 I .r . ""'
"I
I 11 .3 of 4 I� "I
I Er s"ured together with two self -tapping No, 6 fiaming screws, mill ii, 11.111.1-11-11 ... 111. n�t,_M��I�numnnn��, 11,1 .1--.11iiiiii- ... - v .... � .............. ... ..... 1=11 ....... . 11 ........... � ......... � .... 111- MM1,11.1.1,111L. =M] .
. . 'C, "TE LSTI)D NI A JR i G -CO - Type SUPREME applied horizontally, or gin. OC ah)ng vertical and bottom edges and 12in, OC in 11 .
�
. S .,,.,%F(,'O.S ANUT.,C71"I ,IN .. ,,=� .. ... � v�t",, ... . ...... ,�ii .... 1 .. ... ,i�11�� �� .... - ,1-- . .. ... . . . . ....... ........ . , 111.11.1111i'll'I'll,..�..�'.111,11,11,11I I (I 11
.. . i" 1, 1, I
..
L 7/16 in, long at the tin idpoi n t of the ov erlap.. % ith one sere %%.? on . .:
11 ..
(y . � " 4 (1(.')2 .. -1, K
,) :. I or 2 ,: 0
f'raming System thefield when panels are applied vertical When Used in widths other than 48 .. .. -', a
..
.11,11-�'ll"�,��,�'ll-l�Ill"""-.,�'ll""I'll�,�-1.11,��,�11-111,111,'ll"'ll""I'�111.1�.-�r.1-11,11.11,11--l-Il.11,111,11�-.111,11i::--,.-�.111,'ll"ll,"-"",'""',,., ..... . ............. . ..... . . ................. A '-,,,-'-,ll---- .1
.
each flange of the channel, .. , ....,-,�.."".,.,.,...,..,.-,..-"""�'ll""I'll'.11 -
i .. c .
..
. I . , ..
in- gypsum panels to be irisaalledhonzontally. I .. ii; '
.5 �. 6 (I's 2' .. - ,
.
. L ,) .i :1 (M 4 "
. .
I
.,
I i ... I.- rrrrr. r"-..-rr�����������............................'r .... ==����.,�,,: .... =... ... ......... .. . ................ ...., ... . I I ... 1.11 .. . . ................ .. . . .............. __,�, .... = ... � .... I ... I ... r ........... rr,rr.r rrr ]
.... ............. I ..... I ... ........ ...... .. ............... ... � ......................... L ......... I ..... L .... -L-L---- ... . ... � ... ,
S'17EEL C,.ONSTRI,Y(','TlON SY`S'rE,MS1NC'-Tvpe S13PREME Frain. ling b. Framing Members* - Used to attach furring, chanl1&1LS'( Item a) .
..
.
.. I ..
.. I
.
. .
I .1 . I �1. i".I; (,'I�s � i I or :'. 1 01
-, .
I I . .
� .
- .
I i,L,�i .... ,,�,iii,ii,,��i .... i ...... I'Ll�Ll"�'��"�'ll""ILL�����.��L�ll'Il��IIIIIIIIIL�������������L�"�����.���'�""IIIIIIIIIIII,���������,r��.���,�����'�����L'Ill�����-1-1111.����LLL���'.��lil.,��.I..���,,�.�1.1�,�'ll'I."����� ... I..��lill�111.11".�,,��,�.����� ............... i��..�1.1 .. ........... ...... . ���,,�,�,,�..'��,,�,,����,�..��'ll"�"I ....................................... .. ......... � ................................ t.
System CG( IrN( - Ty-pes.A.R., C. IP AR, IP -XI, I.P-X2, IPC -ARL, SCiX1 to studs (Item I Yi Clips spaced 48 in. (I)c II andsecured to studs . � '' � I .
I .; ."S.'IIX WRC or "
ii L .1
WK X., %%ith 1-5iiiih, tit.. wa, fler or lie. x head TY pc S stee I scia e Nv dirougli (tic I . .
. s �, , ating''fis
UNI-I"ED METALPROD'UCTS''INC- Type, SUPREME Frarning System center grom. ni Fu ning chann. el.s are friction fi tted into clip s, -+When, copper p1pe Is ki, ed "I"R ' () bi
. 11
CERTAINTEEM GlIr PS111] NIJANC; - Tvt)e X, Type C:; I 3M C(YMPANY - CP 125%414 -or t:JJ-3()(X) W'.t.
'.. . .
PACINTERNATIONAL INC - Type RSIC-I.
2B. F."raming.Members* - Steel Studs -Not shown - In lieu ofltem.2 ---,-For (7ERTA.INTEED:GVPS'tJM CANADA INC, - Type X, T pe C "Boo fing 101 or I
� y 11 ., the t.1L Classificat' i M k -
ruse
. W.Jtb ,Item 113, proprietary channel ,shaped steel studs, 144 in. wide by min 3- 1
1 . � L as,t tll,pdared on,2005-06-15 -
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Through -penetration Firestop Systems
System No. W -L-2147
Noventber A), 2009
F.Rating —1 And 2 l=iar (See Item. 1)
T Rating —1 And 2 Ilr (See Item I)
'A
V, Wall Assembly — The I or 2 fir 6rerated gypsum boatd/stud wallassembly, shall lie constructed of the
materials and in die manner Specified in the individual 1:130(1, U09) or V-400 Series Wall mid Partition Ltsigns
.in the 11 L Fire Resistance Directory and shall include the lollowing constructionfeaturesA
A. Studs — Wall framing.may consist of either wood studs or steel channel studs,. Woodstuds to consist
of.nom 2 by 4 ill, (51 by 102 mm) lumber spaced 16 in., 0406 mm) 0(;7. Steel studs to he min 3-1,.2 in.,
(89:nim) wide end spacedlitax 24.1n, (6 10 mm) 0—C.;
Gypsum Board* — Thickness, type, number oflayers and -fasteners as t.equired in the individual
Wall. and,partition.De sign, Max diamof opening is 5 in, ,(127,nim;Y
The hourly F and T Ratings of the firestopsystem are equal to the hourly fire rating of the wall
assembly In which it -is insta Iled.
.2. Through.penetrants .— One noninetallic.pipe or conduit to be centered wit6in opening with an. oin 1.14 In.
(32 ruin') minular space between pipe or conduit and periphery of ope-ning, Pipe or conduit to'be figidly
supported on both,sides.of die,wall assembly". "lliefiAlowing types and sizes of.rionnietallic pipes or conduits
,may be used;
A,.P#Iyvinyl Chloride (PVC) Pipe— Mont 4 in, (102 Jurnt) diain (lirmnaller) Schedule 40.siolid coreor
cellular cote PV(7 pipe fi)r use in closed (,Process Or suill)[y) or vented (drain, waste, or vent) piping;
B. Rigid Nonmetallic (;',onduit++ — Nom 4 in, (102 mm) diant (or sinallei) Schedule 40 PV(' conduit
'o
Installed ill accc)rdance with ( ode (NFPA No,, 70),.
C, Chlorinated.polY I;,Vnyl Chloride (CPVC) Pipe —Nont 4 mi
ill, (102 n l diank(or smaUR llee S 13
CPV(' pipe :)oar use inclosed (process or supply) piping systems.:
D_ Acn. IonitrileDu lad iene Styrene (ABS) Plpe—Nom 4 in; (102 inin)diarn ("(.w smaller) Schedule40
solid core or cellular core ABS pipc for use in closed (process or Six ply) or vented (drain, waste or vennip p
piping., systems:
E. Fire Retardant Polypropylene (FRP.P) Pipe — Norn 4 In,, (102 mat) dram (or Smaller) Schedule 40
FRP? pipe for use in closed (process or supply) or vented (drain:,, waste or vent) pipiligrsystem,
341irestop System:—: The details of the firestop, system 4tall be as follows'
A. Fill, Vold or Cavity Matiorla Is* — W rap Strip — Norn L,'Rin,J3.2 in in,) thick intuniescen. t material
;.supplied in 2 In.. (51 nini.) wide strips, Wrap Strip tightly wrapped around nonmetallic pipe with
continuouslayers and butted tightly against both. sirrfaces of the wall:: The mitt inunber of'Mayers reqtdIVd
is dependent u p oil the nom diarn ofthe pipe.; lZor nom 2 ill, (5 1 mm') dram (and smaller) pipes, one Jasper
in. and 3 in, (64 and'7(r.inin) diarn pipes,, two layers are required.For.w.-in 3-
1,1'2 iii, and 4 in, (, 89 mid 102 nint') diarn pipes, three layers are requited. Wrap Strip la yets temporarily
held in position using aluminum f6il tape, steel wire tie, or equivalent.
3M O:MPANV — Ultra US'
Steel Collar — N01111 2 ill, (:5r1lnnx) deep collar with. 1 -1 /4 in, (32 nen) mlide by 2 in. 1:51 trim;) long
anchor tabs and min. 1:,12rill, (1,3 m1n) long, tabs toretain wrap strip layers. Coils ofprecut 0,016 1& (41
min)thick (2 8 gauge r gals sited Steel available front wrap strip Illaft"faCtmet;alternate., AS all alterate,, collar
may he field-f4blicateJ front mitt offl6in, (Al 1)1111) thick- (28 gauge) galv,%hovtsteel in acs "dance
with instruction sheet supplied by W111p aStripr[nflUlfacturef, , w
Steel collarith anchortabs, bent outward
90 deg, wrapped tightly around wrap strip layers with mitt I in, (25 min) overlap tans u.)
he pressed ti .fatly against Wall 1ptirfaces,anal collar to be compressed around wrap strip layers uwag a
mitt 1 12 iti. (13,nun) wide by 0,(129im min;) thick stainless steel 'and clamp at tile middle of collar.,
A, s an alternate to the band c hatrip, collar for systents with three or snore I oyers of ivrapmarip maybe
fastened together along the overlapping seam Nvith three N o 6 by 11 in: (1, 52 by 10 m in) long self -
tapping, stevl, screw & Collar to be Secured to wall surfaces w ith 3/16 in (5 mm) diam steel toggle bolts,
or equivale it, in coq
I juction with tifin I - 1/4 in,: (3 2 min') d imn steel fender wasbers, klin of two, three or
lour anchor bolts.,syllimetrically located, or nom.2in., (51 mm.) diant (mid smaller), nom 31n, (76 jnni)
diam. (and smaller I and nom 41n. (r .1.02 min I dialn (and snialler), pipes respectively,
Fill, Vold or Cavloy Materials* — Caulk, Sealant or Putt„s,, — (Not Shown —Min. L1 in: (1,3
tru.n. ) diat.n. head of caulk or putty sball be applied to oxiter perimeter of collar atits interface with sAall
surface(s),
3.N1 CO.NIPAN C1 P 25WR+t ca.ulk_S4P:+: putty", 1C: 15WB caulk., FiteDam. 50-1- caulk err FB -
3000 W'I'sealaftj.:. (NaW CP 25114;' B+ and 1�airet)mn 15(l+ not suitable, for use with (TV('pipeil)
D. Firestop Device *—As all alternate lit) Itenis 3A and 314., firestop device to be installed in accordatim
with the accompan-ving in; 4allationinstructions. Firestop device to be installed and latched around pipe
and secured to both slates of wall with Ultra Fast Anchors Straps or with 1/4 in, (6 inni) diam byatin 11-
U12 in, (38 non) long steel toggle bolts in conjunction with min I-rU4 in, (32 mm) diarn steelfender
wwgters, Min of two,, three or four anchor mrqps oranch4,-.)r belts.symmetrically located,, for nom.21 In.., 3
in, and 4 In, (51 runt, 71.5 inni, and 1(12 nun I diani, pipe respectively,
M. COMPANY — Ultra R:C Pack 10, 3r0+ 4,0
++Bearing the UL Listing ),dark-
011featilrIg the (.1- ("'lag sificatio.n. Mark
1_20
Last.U.Nated on
Copyright 0,20 11 Underwritem 1..ai:)cq'm1arie s
The appearmce (if a company's name o.t product In. this database does notin itself assure duat products so
identified have'beeninainifitctured under UL's Foljow,4Jp Service, Only those products bearing tine UF L Maric
sbciuld be considered to he Listed and covered under Follow -Up SerVj.Cer rEk Imnays took-, for the Mark on the
product..
IJIL, permits the of the.inaterial conta.ined in the Online Certificati(xi Directory subject to. the
V I., "!he Guide lnfowrunaticin, Designs adlorL istinW it'les).rnust be pie in their
entirety and in a nkm-inisleadi ng, -manner., without any inam ula6on of the data (or drawig 2. The sWenient
"Repainted from the Online C erfifi, caticoxis Directory with W. inission from UnderNwiters Laboratories lite.:" must
appear adjaceni to the extracted alaterial, fit addifiori,, the repritited.niatelial alust include a copyright -notice in
,rje rill, ,,
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the f6flowing forinat-1 IC opyrijht 02011UnderwritersLaborat I
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TABLE 1 - DESIGN LOADS FOR NEW CONSTRUCTION
A
LIVE LOAD
ROOF DEAD LOAD
L
ROOF 20 PSF
0
15 PSF
SLAB ON GRADE 100 PSE
SUPERIMPOSED ROOF - BOTTOM
10 PSF
2.
"MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" -ASCE 7-05.
ENTRAINMENT.
CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED.
EL.
4.
WIND LOAD
_
SECTION CUT ON PLANS
A.B.
BASIC WIND SPEED (3 SEC. GUST) 120 MPH
ANCHOR BOLT
L
BUILDING CATEGORY II
LENGTH
0-0
IMPORTANCE FACTOR 1= 1.0
5.
ABV
EXPOSURE B ENCLOSED
ABOVE
LDG
INTERNAL PRESSURE COEFFICIENT i 0.18
LANDING
GALVANIZED OR STAINLESS STEEL. SEE ARCHITECTURAL DRAWINGS.
6.
"STRUCTURAL WELDING CODE ANSI/AWS D.1.1-06", AMERICAN WELDING SOCIETY.
A.C.I.
COMPONENTS AND CLADDING PRESSURE
AMERICAN CONCRETE
LG.
5.
LONG
7.
ROOF/DECK/JOISTS SEE TABLE BELOW
DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS.
WELDS. ALL HIGH STRENGTH BOLTS AND NUTS SHALL BE CLEARLY MARKED AS REQUIRED
LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES HIS ACCEPTANCE OF ALL
INSTITUTE
L.L.
BY AISC SPECIFICATIONS. CONNECTIONS MADE WITH UNMARKED BOLTS AND NUTS WILL
LIVE LOAD
7.
SHEET NO.
BE REJECTED. BOLT CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE
ADD'L
-ZONE 4 +32.3, -35.0 PSF
ADDITIONAL
LLH
-ZONE 5 +32.3, -43.1 PSF
LONG LEG
THE COUNCIL ON RIVETED AND BOLTS JOINTS. USE BEARING TYPE WITH THREADS
INTERIOR WALLS U.N.O. 7 PSF
IF REPRODUCTIONS OF THESE CONTRACT DRAWINGS ARE USED IN LIEU OF
A.F.F.
_COMPONENTS AND CLADDING PRESSURES AT EXTERIOR WALLS
ABOVE FINISH FLOOR
EFFECTIVE AREA OF OPENING
ZONE4
HORIZONTAL
ZONES
THE MOST RIGID REQUIREMENT MUST GOVERN.
POSITIVE
AGGR
POSITIVE
AGGREGATE
LLV
32.3 PSF
LONG LEG
32.3 PSF
GALV
SECTION NO:
A.I.S.C.
32.3 PSF
AMERICAN INSTITUTE OF
32.3 PSF
SP -15, LATEST EDITION) AT THE PROJECT FIELD OFFICE.
VERTICAL
20 SF
30.8 PSF
30.8 PSF
9.
50 SF
29.0 PSF
-31.7 PSF
STEEL CONSTRUCTION
LNTL
-36.5 PSF
LINTEL
SECT
-30.2 PSF
27.5 PSF
I ON
GLU-LAM BEAM
A.I.S.I.
AMERICAN IRON AND
L.S.H.
FOR ADDITIONAL REQUIREMENTS.
LONG SLOTTED
D1.1). THESE WELDS SHALL BE MADE ONLY BY OPERATORS QUALIFIED BY PRESCRIBED
TYPE OF COMPONENT
(EFFECTIVE AREA)
ZONE 1
ZONE 2
ZONE 3
SECTION MARK ON DETAILS
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
STEEL INSTITUTE
ROOFING
(1 SF)
14.4 PSF
-35.3 PSF
SCALE: 3/4" = V-0"
-59.2 PSF
14.4 PSF
-89.1 PSF
DECK
(5 SF)
14.4 PSF
-35.3 PSF
14.4 PSF
HOLES
14.4 PSF
-89.1 PSF
JOIST
(20 SF)
AL.
-34.4 PSF
ALUMINUM
LONG
13.5 PSF
LONGITUDINAL
JOIST
(50 SF)
12.3 PSF
-33.2 PSF
ALT
-44.6 PSF
ALTERNATE
L.P.
JOIST
L100 SF)
LOW POINT
-32.3 PSF
11.4 PSF
SHEET NO.
ARCH
-38.3 PSF
ARCHITECT(URAL)
L.V.L.
OXIDE).
LAMINATED VENEER
ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28
12.
PROVIDE ONE COAT OF STANDARD SHOP PAINT ON ALL UNGALVANIZED PIECES EXCEPT
ASPH
DAYS:
ASPHALT
AT AREAS TO BE FIELD WELDED. SEE PAINT SPECIFICATIONS.
LUMBER
A.S.T.M.
AMERICAN SOCIETY OF
TESTING MATERIALS
### C
= FOOTING MARK ON PLANS
AWS.
AMERICAN WELDING
SOCIETY
m
-
CONTINUOUS
MAS
MASONRY
FOOTING SIZE
MAX
MAXIMUM
B/
BOTTOM OF
M.B.
MASONRY BEAM
B.B.
BOND BEAM
MBM
METAL BUILDING MFR
EL, _�_ "
= ELEVATION MARK ON PLANS
BIT
BITUMINOUS
M.C.
MOMENT CONNECTION
BLDG
BUILDING
MCJ
MASONRY CONTROL
ELEVATION CALL OUT
BLW
BELOW
JOINT
BM.
BEAM
MECH
MECHANICAL
BOT
BOTTOM
MEZZ
MEZZANINE
B.P.
BASE PLATE
MFR
MANUFACTURE(ER)
BRDG
BRIDGING
MIN
MINIMUM
BRG
BEARING
ML.
MICROLAM
= NORTH ARROW
BRK
BRICK
MOM
MOMENT
B.S.
BOTH SIDES
M.O.
MASONRY OPENING
BTWN
BETWEEN
M.S.
METAL STUD
B.U.
C
BUILT UP
MTL
N
METAL
C/C
CENTER TO CENTER
N.S.
NEAR SIDE
C.B.
CONCRETE BEAM
NTS
NOT TO SCALE
CANT
CANTILEVER
= SPAN DIRECTION
C.C.
CONCRETE COL
O
C.I.P.
CAST IN PLACE
C.J.
CONSTRUCTION JOINT
OA.
OVERALL
OR CONTROL JOINT
O.B.
OVER BUILT
C or CL
CENTERLINE
O.C.
ON CENTER
CLR
CLEARANCE)
O.D.
OUTSIDE DIAMETER
TARGET ON PLAN AND DETAILS
C.M.
CONCRETE MASONRY
O.F.
OUTSIDE FACE
C.M.U.
CONCRETE MASONRY UNIT
OPNG
OPENING
COL
COLUMN
OPP
OPPOSITE
COORD
COORDINATE
CQNC
CONCRETE
P
= STEP
CONN
CONNECTION
P.A.F.
..�
POWDER ACTUATED FASTENER
i
CONT
CONTINUOUS
PC.
PRECAST
CONTR
CONTRACTOR
CONSTRUCTION
PERP
PERPENDICULAR
---,®
_ MOMENT CONNECTION
CONST
PE
PRE-ENGINEERED
CSK
COUNTER SINK
PENN
PENETRATION
CS.J
CONSTRUCTION JOINT
PERIM
PERIMETER
CTR
CENTER
fLor PL
PLATEPLY
CTR'D
CENTERED
PLYWOOD
= REVISION MARK
P.L.F.
POUNDS PER LINEAL FOOT
D
PNL
PANEL
PREMANUF
PRE -MANUFACTURED
DBL
DOUBLE
PREFAB
PRE -FABRICATED
D.L.
DEAD LOAD
P.S.F.
POUNDS PER
DEPT
DEPARTMENT
SQUARE FOOT
DIA
DIAMETER
P.S.I.
POUNDS PER
DIAG
DIAGONAL
SQUARE INCH
DIM
DIMENSION
P.S.L.
PARALLEL STRAND LUMBER
DIST
DISTANCE
PTN
PARTITION
DN
DOWN
DT
PRESSURE TREATED
TABLE 1 - DESIGN LOADS FOR NEW CONSTRUCTION
MINIMUM
STRENGTH
LIVE LOAD
ROOF DEAD LOAD
FLORIDA BUILDING CODE 2007 - WITH 2009 SUPPLEMENT,
ROOF 20 PSF
SUPERIMPOSED ROOF - TOP
15 PSF
SLAB ON GRADE 100 PSE
SUPERIMPOSED ROOF - BOTTOM
10 PSF
2.
"MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" -ASCE 7-05.
ENTRAINMENT.
CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED.
EL.
4.
WIND LOAD
STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS UNLESS
3.
BASIC WIND SPEED (3 SEC. GUST) 120 MPH
CHAPTER 3., METHOD 1 OR METHOD 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5
NOTED OTHERWISE:
BUILDING CATEGORY II
"ACI MANUAL OF CONCRETE PRACTICE" - PARTS 1 THROUGH 5 - LATEST EDITION.
SECTION 5.3 OF THE LATEST EDITION OF ACI 318.
IMPORTANCE FACTOR 1= 1.0
5.
"STEEL CONSTRUCTION MANUAL", THIRTEENTH EDITION:
EXPOSURE B ENCLOSED
STEEL SHAPES, PLATES, ETC., WHICH ARE EXPOSED TO WEATHER SHALL BE G90
SHOP DRAWINGS SHALL BEAR THE INITIALS OF THE DETAILER'S CHECKER AND BE
INTERNAL PRESSURE COEFFICIENT i 0.18
CONFORMING TO ASTM A - 615 GRADE 60.
GALVANIZED OR STAINLESS STEEL. SEE ARCHITECTURAL DRAWINGS.
6.
"STRUCTURAL WELDING CODE ANSI/AWS D.1.1-06", AMERICAN WELDING SOCIETY.
ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR
COMPONENTS AND CLADDING PRESSURE
THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY
FT.
5.
ALL SHOP AND FIELD CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH BOLTS OR
7.
ROOF/DECK/JOISTS SEE TABLE BELOW
DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS.
WELDS. ALL HIGH STRENGTH BOLTS AND NUTS SHALL BE CLEARLY MARKED AS REQUIRED
LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES HIS ACCEPTANCE OF ALL
STRUCTURAL MEMBERS - LATEST EDITION.
SIMILAR
BY AISC SPECIFICATIONS. CONNECTIONS MADE WITH UNMARKED BOLTS AND NUTS WILL
INFORMATION SHOWN HEREON AS CORRECT, AND OBLIGATES HIMSELF TO ANY JOB
7.
EXTERIOR MASONRY WALLS U.N.O.
BE REJECTED. BOLT CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE
EXPENSE, REAL OR IMPLIED, ARISING DUE TO ANY ERRORS THAT MAY OCCUR HEREON.
-ZONE 4 +32.3, -35.0 PSF
AND LOCATION OF EMBEDDED ITEMS, SLEEVES, SLAB DEPRESSIONS, SLOPES, ETC.
"SPECIFICATIONSF FOR JOINTS USING ASTM A325 BOLTS AS APPROVED BY
-ZONE 5 +32.3, -43.1 PSF
FINISH FLOOR
THE COUNCIL ON RIVETED AND BOLTS JOINTS. USE BEARING TYPE WITH THREADS
INTERIOR WALLS U.N.O. 7 PSF
IF REPRODUCTIONS OF THESE CONTRACT DRAWINGS ARE USED IN LIEU OF
FDN
_COMPONENTS AND CLADDING PRESSURES AT EXTERIOR WALLS
1.
EFFECTIVE AREA OF OPENING
ZONE4
AN APPROVED LICENSED TESTING COMPANY SHALL VISUALLY INSPECT ALL WELDS AND
ZONES
THE MOST RIGID REQUIREMENT MUST GOVERN.
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
1 SF
32.3 PSF
-35.0 PSF
32.3 PSF
GALV
-43.1 PSF
10 SF
32.3 PSF
-35.0 PSF
32.3 PSF
SP -15, LATEST EDITION) AT THE PROJECT FIELD OFFICE.
-43.1 PSF
20 SF
30.8 PSF
-33.5 PSF
30.8 PSF
9.
-40.1 PSF
50 SF
29.0 PSF
-31.7 PSF
29.0 PSF
GENERAL CONTRACTOR
-36.5 PSF
>100 SF
27.5 PSF
-30.2 PSF
27.5 PSF
GLB
-33.5 PSF
GLU-LAM BEAM
a. TEST CONCRETE IN ACCORDANCE WITH ASTM C172 AND C31. SEE SPECIFICATION
WELDS SHALL BE IN ACCORDANCE WITH THE STRUCTURAL WELDING CODE (ANSI/AWS
AUTHORIZED BY THE PROJECT STRUCTURAL ENGINEER. WHERE INDICATED THE MINIMUM
FOR ADDITIONAL REQUIREMENTS.
COMPONENTS AND CLADDING PRESSURES AT ROOF
D1.1). THESE WELDS SHALL BE MADE ONLY BY OPERATORS QUALIFIED BY PRESCRIBED
TYPE OF COMPONENT
(EFFECTIVE AREA)
ZONE 1
ZONE 2
ZONE 3
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
ROOFING
(1 SF)
14.4 PSF
-35.3 PSF
14.4 PSF
-59.2 PSF
14.4 PSF
-89.1 PSF
DECK
(5 SF)
14.4 PSF
-35.3 PSF
14.4 PSF
-59.2PSF
14.4 PSF
-89.1 PSF
JOIST
(20 SF)
13.5 PSF
-34.4 PSF
13.5 PSF
-52.9 PSF
13.5 PSF
-73.9 PSF
JOIST
(50 SF)
12.3 PSF
-33.2 PSF
12.3 PSF
-44.6 PSF
12.3 PSF
-53.5 PSF
JOIST
L100 SF)
11.4 PSF
-32.3 PSF
11.4 PSF
-38.3 PSF
11.4 PSF
-38.3 PSF
EDITION UNLESS NOTED OTHERWISE.
MINIMUM
STRENGTH
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". LATEST EDITION.
1.
FLORIDA BUILDING CODE 2007 - WITH 2009 SUPPLEMENT,
2.
WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE
0.5
4" t 1
2% TO 4%
AMERICAN WELDING SOCIETY AWS D1.1.
2.
"MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" -ASCE 7-05.
ENTRAINMENT.
CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED.
EL.
4.
3.
STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS UNLESS
3.
"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318-08.
CHAPTER 3., METHOD 1 OR METHOD 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5
NOTED OTHERWISE:
4.
"ACI MANUAL OF CONCRETE PRACTICE" - PARTS 1 THROUGH 5 - LATEST EDITION.
SECTION 5.3 OF THE LATEST EDITION OF ACI 318.
ANGLES, PLATES, CHANNELS ASTM A36 OR A307
5.
"STEEL CONSTRUCTION MANUAL", THIRTEENTH EDITION:
4.
STEEL SHAPES, PLATES, ETC., WHICH ARE EXPOSED TO WEATHER SHALL BE G90
SHOP DRAWINGS SHALL BEAR THE INITIALS OF THE DETAILER'S CHECKER AND BE
E.W.
CONFORMING TO ASTM A - 615 GRADE 60.
GALVANIZED OR STAINLESS STEEL. SEE ARCHITECTURAL DRAWINGS.
6.
"STRUCTURAL WELDING CODE ANSI/AWS D.1.1-06", AMERICAN WELDING SOCIETY.
ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR
5.
THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY
FT.
5.
ALL SHOP AND FIELD CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH BOLTS OR
7.
NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL
DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS.
WELDS. ALL HIGH STRENGTH BOLTS AND NUTS SHALL BE CLEARLY MARKED AS REQUIRED
LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES HIS ACCEPTANCE OF ALL
STRUCTURAL MEMBERS - LATEST EDITION.
SIMILAR
BY AISC SPECIFICATIONS. CONNECTIONS MADE WITH UNMARKED BOLTS AND NUTS WILL
INFORMATION SHOWN HEREON AS CORRECT, AND OBLIGATES HIMSELF TO ANY JOB
7.
CONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE
BE REJECTED. BOLT CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE
EXPENSE, REAL OR IMPLIED, ARISING DUE TO ANY ERRORS THAT MAY OCCUR HEREON.
SJI
AND LOCATION OF EMBEDDED ITEMS, SLEEVES, SLAB DEPRESSIONS, SLOPES, ETC.
"SPECIFICATIONSF FOR JOINTS USING ASTM A325 BOLTS AS APPROVED BY
GENERAL CONDITIONS
FINISH FLOOR
THE COUNCIL ON RIVETED AND BOLTS JOINTS. USE BEARING TYPE WITH THREADS
6.
IF REPRODUCTIONS OF THESE CONTRACT DRAWINGS ARE USED IN LIEU OF
FDN
ALLOWED ACROSS THE SHEAR PLANE.
1.
IN CASE OF CONFLICT BETWEEN THE GENERAL NOTES DRAWINGS AND SPECIFICATIONS,
6.
AN APPROVED LICENSED TESTING COMPANY SHALL VISUALLY INSPECT ALL WELDS AND
THE MOST RIGID REQUIREMENT MUST GOVERN.
GA.
TEST BOLTS AT ALL CONNECTIONS FOR FULL TENSION AS REQUIRED BY THE AISC CODE
2.
IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE
SYMMETRICAL .
FOR FULLY TIGHTENED A325 BOLTS. SEE SPECIFICATIONS FOR ADDITIONAL TESTING
CONTRACTOR SHALL KEEP A COPY OF "FIELD REFERENCE MANUAL" ACI PUBLICATION
(
AND SEQUENCE TO INSURE THE SAFETY OF THE CONSTRUCTION SITE.
GALV
REQUIREMENTS.
3.
THE GENERAL CONTRACTOR SHALL REVIEW AND DETERMINE THAT DIMENSIONS ARE
8.
TOUCH UP FIELD WELDS AND ANY DAMAGED AREAS OF PAINT IN FIELD AFTER WELDING.
SP -15, LATEST EDITION) AT THE PROJECT FIELD OFFICE.
COORDINATED BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO
G.B.
(USE GALVANIZED PAINT FOR TOUCH OF GALVANIZED STEEL).
GRADE BEAM
FABRICATION OR START OF CONSTRUCTION.
9.
ALL WELDED CONNECTIONS SHALL BE DONE WITH E70XX ELECTRODES. SHOP AND FIELD
4.
THE OWNER WILL ENGAGE AN APPROVED TESTING AGENCY TO PROVIDE :SERVICES AS
G.C.
WELDS SHALL BE MADE BY APPROVED CERTIFIED WELDERS AND SHALL CONFORM TO THE
GENERAL CONTRACTOR
INDICATED BELOW. SUBMIT REPORTS TO STRUCTURAL ENGINEER AND ARCHITECT.
AMERICAN WELDING SOCIETY CODE FOR BUILDINGS AWS D1.1. WELDS SHALL DEVELOP
REINFORCEMENT SPLICES SHALL NOT BE PERMITTED EXCEPT AS DETAILED OR
GLB
THE FULL STRENGTH OF MATERIALS BEING WELDED UNLESS OTHERWISE NOTED. ALL
GLU-LAM BEAM
a. TEST CONCRETE IN ACCORDANCE WITH ASTM C172 AND C31. SEE SPECIFICATION
WELDS SHALL BE IN ACCORDANCE WITH THE STRUCTURAL WELDING CODE (ANSI/AWS
AUTHORIZED BY THE PROJECT STRUCTURAL ENGINEER. WHERE INDICATED THE MINIMUM
FOR ADDITIONAL REQUIREMENTS.
GR.
D1.1). THESE WELDS SHALL BE MADE ONLY BY OPERATORS QUALIFIED BY PRESCRIBED
GRADE
TB
TIE TIE BEAM
TESTS IN THE STRUCTURAL WELDING CODE IN BUILDING CONSTRUCTION OF THE
LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE CLASS B PER ACI 318, SECTION
b. TEST SOIL COMPACTION PER LATEST GEOTECHNICAL REPORT. (U.N.O.)
AMERICAN WELDING SOCIETY, ACCEPTANCE TO BE SUBJECT TO THE INSPECTION AND
T&B
TOP &BOTTOM
REVIEW HAVE AN INDEPENDENT INSPECTION AGENCY.
12.2 AND 12.15 EXCEPT WHERE OTHERWISE NOTED ON THE DRAWINGS. SEE TABLES
c. VISUAL INSPECTION OF ALL WELDS.
H
TDS
10.
FIELD STRUCTURAL STEEL TO BE INSPECTED BY QUALIFIED INSPECTORS APPROVED BY
PROVIDED.
THE STRUCTURAL ENGINEER. FIELD INSPECTION REPORTS TO BE FILED WITH THE
TEMP
TEMPERATURE
STRUCTURAL ENGINEER WITHIN 5 DAYS OF THE TIME OF ACTUAL INSPECTION.
CAST
IN PLACE CONCRETE:
INSPECTORS MUST BE NOTIFIED OF ALL PHASES OF CONSTRUCTION BY THE GENERAL
CONTRACTOR.
1.
ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 LATEST EDITION, AND
11.
ALL STRUCTURAL STEEL SHALL BE SHOP PAINTED WITH A RUST INHIBITIVE PRIMER (RED
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS." ACI 301, LATEST EDITION.
OXIDE).
2.
ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28
12.
PROVIDE ONE COAT OF STANDARD SHOP PAINT ON ALL UNGALVANIZED PIECES EXCEPT
DAYS:
AT AREAS TO BE FIELD WELDED. SEE PAINT SPECIFICATIONS.
CONCRETE
TYPE
MINIMUM
STRENGTH
MAXIMUM
W/C RATIO
SLUMP
AIR CONTENT
SLAB ON GRADE
3500 PSI
0.5
4" t 1
2% TO 4%
FINISH GRADE
b. MISCELLANEOUS
SPECIFICATIONS
ENTRAINMENT.
CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED.
SHOP DRAWINGS
1. FOLLOW THE ARCHITECT'S INSTRUCTIONS FOR DISTRIBUTION OF SHOP DRAWINGS.
2. COMPLETE SHOP DRAWINGS SHALL BE SUBMITTED IN WHOLE FOR EACH OF THE
DTL PREPARATION OF SHOP DRAWINGS, THE ARCHITECT'S, ENGINEER'S OR OTHER
DETAIL TO PLACEMENT OF CONCRETE. COORDINATE BEARING CONDITIONS REQUIRED BY �
DWG DRAWING PRECAST CONCRETE WALL PANEL BEFORE PLACING CONCRETE. DESIGN CONSULTANT'S TITLE BLOCK SHALL BE REMOVED AND REPLACED WITH A
DWL DOWEL � TITLE BLOCK LISTING THE FOLLOWING ITEMS:
R RADIUS 8. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS,
REF REFERENCE INSERTS, ETC. AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. a. NAME, ADDRESS, AND TELEPHONE NUMBER OF CONTRACTOR,
REINF REINFORCE(D) (ING)
SUBCONTRACTOR, ETC. SUBMITTING SHOP DRAWINGS.
_ REQ REQUIRE 9. WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF b. SHEET NUMBER.
EA. EACH REQ'D REQUIRED 1. a 1. REQUIRED, IS NOT INCLUDED. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF C. DATE DRAWING PREPARED, THE INITIALS OF PERSON WHO
E.E. EACH END REV REVIEWED ALL TOP BARS OF BEAMS AND AT SLAB EDGES.
PREPARED DRAWINGS, AND INITIALS OF PERSON CHECKING DRAWINGS.
E.F. EACH FACE RF ROOF 7 ANY REPRODUCTION OF THESE CONTRACT DRAWINGS NOT COMPLYING WITH THE T7.19
E.J.
EXPANSION JOINT
RTN
FOLLOWING CATEGORIES:
SPACE(S)
ENG
ENGINEER
a. CONCRETE MIX DESIGN
3.
ALL CONCRETE SHALL HAVE A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR
FINISH GRADE
b. MISCELLANEOUS
SPECIFICATIONS
ENTRAINMENT.
CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED.
EL.
4.
CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301
3.
DETAILER SHALL BE RESPONSIBLE FOR CHECKING ALL ARCHITECTURAL AND
EQ.
CHAPTER 3., METHOD 1 OR METHOD 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5
MECHANICAL DRAWINGS FOR OPENINGS AND EMBEDS, AFFECTING STRUCTURAL
EQ. SP.
SECTION 5.3 OF THE LATEST EDITION OF ACI 318.
SCH
MEMBERS.
5.
ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL
4.
SHOP DRAWINGS SHALL BEAR THE INITIALS OF THE DETAILER'S CHECKER AND BE
E.W.
CONFORMING TO ASTM A - 615 GRADE 60.
SECT
APPROVED BY THE CONTRACTOR BEFORE SUBMITTAL TO ENGINEER.
6.
ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR
5.
THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY
FT.
DETAILING REINFORCED CONCRETE STRUCTURES" ACI 315 LATEST EDITION, UNLESS
FOOT
CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR, OR MATERIAL SUPPLIER IN
STEEL
DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS.
MEMBER'S DEPTH. REINFORCEMENT SHALL BE CONTINUOUS THROUGH CONSTRUCTION
LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES HIS ACCEPTANCE OF ALL
SIM
SIMILAR
F/
INFORMATION SHOWN HEREON AS CORRECT, AND OBLIGATES HIMSELF TO ANY JOB
7.
CONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE
F.D.
EXPENSE, REAL OR IMPLIED, ARISING DUE TO ANY ERRORS THAT MAY OCCUR HEREON.
SJI
AND LOCATION OF EMBEDDED ITEMS, SLEEVES, SLAB DEPRESSIONS, SLOPES, ETC.
F-
F.F.
FINISH FLOOR
REQUIRED BY OTHER TRADES. THESE ITEMS SHALL BE FURNISHED AND INSTALLED PRIOR
6.
IF REPRODUCTIONS OF THESE CONTRACT DRAWINGS ARE USED IN LIEU OF
DTL PREPARATION OF SHOP DRAWINGS, THE ARCHITECT'S, ENGINEER'S OR OTHER
DETAIL TO PLACEMENT OF CONCRETE. COORDINATE BEARING CONDITIONS REQUIRED BY �
DWG DRAWING PRECAST CONCRETE WALL PANEL BEFORE PLACING CONCRETE. DESIGN CONSULTANT'S TITLE BLOCK SHALL BE REMOVED AND REPLACED WITH A
DWL DOWEL � TITLE BLOCK LISTING THE FOLLOWING ITEMS:
R RADIUS 8. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS,
REF REFERENCE INSERTS, ETC. AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. a. NAME, ADDRESS, AND TELEPHONE NUMBER OF CONTRACTOR,
REINF REINFORCE(D) (ING)
SUBCONTRACTOR, ETC. SUBMITTING SHOP DRAWINGS.
_ REQ REQUIRE 9. WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF b. SHEET NUMBER.
EA. EACH REQ'D REQUIRED 1. a 1. REQUIRED, IS NOT INCLUDED. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF C. DATE DRAWING PREPARED, THE INITIALS OF PERSON WHO
E.E. EACH END REV REVIEWED ALL TOP BARS OF BEAMS AND AT SLAB EDGES.
PREPARED DRAWINGS, AND INITIALS OF PERSON CHECKING DRAWINGS.
E.F. EACH FACE RF ROOF 7 ANY REPRODUCTION OF THESE CONTRACT DRAWINGS NOT COMPLYING WITH THE T7.19
E.J.
EXPANSION JOINT
RTN
RETURN
SPACE(S)
ENG
ENGINEER
RW
RETAINING WALL
- M .S O
FINISH GRADE
SPECS
SPECIFICATIONS
ROOF UPLIFT PRESSURE PLAN Flat Roofs
CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED.
EL.
ELEVATION
S
FLOOR
SQ.
EQ.
EQUAL
EQ. SP.
EQUAL SPACE(S) (ING)
SCH
SCHEDULE
E.S.
EACH SIDE
S.E.
SLAB EDGE
E.W.
EACH WAY
SECT
SECTION
EXT
EXTERIOR
S.F.
STEP FOOTING
FT.
FOOT
SHTSHEET
STEEL
MEMBER'S DEPTH. REINFORCEMENT SHALL BE CONTINUOUS THROUGH CONSTRUCTION
SIM
SIMILAR
F/
FACE OF
S.J.
SAWCUT JOINT
F.D.
FLOOR DRAIN
SJI
STEEL JOIST
F-
F.F.
FINISH FLOOR
INSTITUTE ra
FDN
FOUNDATION
SL
SLOPE
SHEAR WALL
10. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO ABOVE WILL BE REJECTED AND NOT REVIEWED.
SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE
SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL.
11. CONTRACTOR SHALL PROVIDE 3/4 INCH CHAMFER ON ALL EXPOSED CORNERS OF
COLUMNS, BEAMS, AND WALLS UNLESS OTHERWISE INDICATED ON THE ARCHITECTURAL
DRAWINGS,
12. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT:
3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.
1Y2" INTERIOR BEAMS AND COLUMNS U.N.O.
2" EXTERIOR BEAM, WALLS AND COLUMNS
3/4" INTERIOR FLAT SLABS
1%" EXTERIOR FLAT SLABS
FIN
L
c
FINISH
SP.
SPACE(S)
13.
HORIZONTAL WALL AND FOOTING BARS SHALL BE BENT V-0" AROUND CORNERS OR
N f'- LL
� m O -E
F.G,
- M .S O
FINISH GRADE
SPECS
SPECIFICATIONS
ROOF UPLIFT PRESSURE PLAN Flat Roofs
CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED.
FLR
FLOOR
SQ.
SQUARE
FLG
N
FLANGE
S.S.
STAINLESS STEEL
WITH ZONE LOCATIONS h < 60 ft 14.
HORIZONTAL KEYWAYS IN CONSTRUCTION JOINTS SHALL BE PROVIDED IN WALL
F.S.
FAR SIDE
STD
STANDARD
a = 8.0 ft
FOOTINGS WITH A DEPTH OF 1 % INCHES AND A HEIGHT EQUAL TO ONE-THIRD OF THE
FT.
FOOT
STL
STEEL
MEMBER'S DEPTH. REINFORCEMENT SHALL BE CONTINUOUS THROUGH CONSTRUCTION
FTG
N
FOOTING
5TR
STRENGTH
JOINTS UNLESS OTHERWISE NOTED ON THE DRAWINGS. CONSTRUCTION JOINTS MAY BE
U
F-
S
STRUCTURAL
USED ONLY AT LOCATIONS SHOWN ON THE DRAWINGS OR AT OTHER LOCATIONS
APPROVED BY THE ARCHITECT AND MCELROY ENGINEERING.
S..W.W.
SHEAR WALL
GA.
GAGE, GAUGE
SYMM
SYMMETRICAL .
15.
CONTRACTOR SHALL KEEP A COPY OF "FIELD REFERENCE MANUAL" ACI PUBLICATION
(
GALV
GALVANIZE
S.P.
SOUTHERN PINE
SP -15, LATEST EDITION) AT THE PROJECT FIELD OFFICE.
ffi
G.B.
GRADE BEAM
P F
,..
S"�'
SPRUCE PINE FIR
)a
G.C.
GENERAL CONTRACTOR
1
16.
REINFORCEMENT SPLICES SHALL NOT BE PERMITTED EXCEPT AS DETAILED OR
GLB
GLU-LAM BEAM
AUTHORIZED BY THE PROJECT STRUCTURAL ENGINEER. WHERE INDICATED THE MINIMUM
GR.
GRADE
TB
TIE TIE BEAM
LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE CLASS B PER ACI 318, SECTION
T&B
TOP &BOTTOM
12.2 AND 12.15 EXCEPT WHERE OTHERWISE NOTED ON THE DRAWINGS. SEE TABLES
H
TDS
TURN DOWN SLAB
PROVIDED.
TEMP
TEMPERATURE
1<
cn
L.
0
4-1
c^n
W
C
cu
LL
^�♦♦
00
WOM
m
.p p
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UJ WO
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C)
f.-
c
ti =
w N O
r
H.C. HOLLOW CORE THD THREADED 17. TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS -
HK. HOOK T L THK THICK DIRECTLY TO THE ENGINEER.
THNS THICKEN SLAB `� O .•• *doe...
•y� Id
HORIZ HORIZONTAL �, ♦ .� ,� i�
H.P. HIGH POINT TOP'G TOPPING a �- •
i
v
TYP. TYPICAL �,. �• `_ � '�" � � ti
H.S. HEADED STUD v � ti
-ed
HT HEIGHT T/ TOP OF :� w ddd w �
p -•-z
TRANS TRANSVERSE
Q --0 Lu Z
I.D. N : 12
INSIDE DIAMETER i 0 ui
I.F. INSIDE FACE i .•'` ten:
INT INTERIOR UNO UNLESS NOTED
OTHERWISE
.....•
VERT VERTICAL OF CONCENTRATED LOAD ON
ROOF (OVER 125 LBS BUT NOT TO
JST JOIST I EXCEED 380 LBS) - TOTAL LOAD ON
JT JOINT EACH JOIST BELOW RTU SHALL NOT
.�� >6" EXCEED 35 PSF.
WD WOOD Ct OF PANEL JOINT
K. KIP W.F. WALL FOOTING
K.O. KNOCK OUT W.F. WIDE FLANGE
W.O. WINDOW OPENING EXTG SLAB TO BE REMOVED AND
KWY KEYWAY REPLACED WITH NEW SLAB.
(MASONRY) ROUGHEN FACE OF SLAB EDGE AND
In u
W.P. WORKING POINT APPLY BONDING AGENT BEFORE
WS, WATERSTOP PLACEMENT OF NEW CONCRETE. #4 x 1'-8" LG AT 16" O.C. EA. SIDE I NEW L4x4 ANGLE
-STAGGERED
\
WT WEIGHT
WWF WELDED WIRE DRILL AND EPDXY 3" INTO EXISTING
FABRIC 1'-4" LAP SPLICE (MIN) SLAB WITH HILTI RE 500 EPDXY (TYP) (2) L2x2x3/16 REQUIRED AT
W/ WITH\ EACH LOAD - (1) EACH SIDE
EXISTING CONC. SLAB ON GRADE
NEW CONC. SLAB ON GRADE
JOIST
CL OF PANEL JOINT
TYP
Ay
Lu
10 MIL VAPOR BARRIER THAT MEETS
ASTM E-1715 CLASS A REOUIREMENTS
n
w
L
c
N
U
to
fl. O `
uj
N f'- LL
� m O -E
z
- M .S O
w ._I(Ec
c�
r
H.C. HOLLOW CORE THD THREADED 17. TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS -
HK. HOOK T L THK THICK DIRECTLY TO THE ENGINEER.
THNS THICKEN SLAB `� O .•• *doe...
•y� Id
HORIZ HORIZONTAL �, ♦ .� ,� i�
H.P. HIGH POINT TOP'G TOPPING a �- •
i
v
TYP. TYPICAL �,. �• `_ � '�" � � ti
H.S. HEADED STUD v � ti
-ed
HT HEIGHT T/ TOP OF :� w ddd w �
p -•-z
TRANS TRANSVERSE
Q --0 Lu Z
I.D. N : 12
INSIDE DIAMETER i 0 ui
I.F. INSIDE FACE i .•'` ten:
INT INTERIOR UNO UNLESS NOTED
OTHERWISE
.....•
VERT VERTICAL OF CONCENTRATED LOAD ON
ROOF (OVER 125 LBS BUT NOT TO
JST JOIST I EXCEED 380 LBS) - TOTAL LOAD ON
JT JOINT EACH JOIST BELOW RTU SHALL NOT
.�� >6" EXCEED 35 PSF.
WD WOOD Ct OF PANEL JOINT
K. KIP W.F. WALL FOOTING
K.O. KNOCK OUT W.F. WIDE FLANGE
W.O. WINDOW OPENING EXTG SLAB TO BE REMOVED AND
KWY KEYWAY REPLACED WITH NEW SLAB.
(MASONRY) ROUGHEN FACE OF SLAB EDGE AND
In u
W.P. WORKING POINT APPLY BONDING AGENT BEFORE
WS, WATERSTOP PLACEMENT OF NEW CONCRETE. #4 x 1'-8" LG AT 16" O.C. EA. SIDE I NEW L4x4 ANGLE
-STAGGERED
\
WT WEIGHT
WWF WELDED WIRE DRILL AND EPDXY 3" INTO EXISTING
FABRIC 1'-4" LAP SPLICE (MIN) SLAB WITH HILTI RE 500 EPDXY (TYP) (2) L2x2x3/16 REQUIRED AT
W/ WITH\ EACH LOAD - (1) EACH SIDE
EXISTING CONC. SLAB ON GRADE
NEW CONC. SLAB ON GRADE
JOIST
CL OF PANEL JOINT
TYP
Ay
Lu
10 MIL VAPOR BARRIER THAT MEETS
ASTM E-1715 CLASS A REOUIREMENTS
n
w
S-1 .0;
O
z
N
ALJ
W
.c�v�
zz
N
w
Oim
U
F-
Q
W
S-1 .0;
SYMBOLS AND ABBREVIATIONS
DESCRIPTION
ABBR.
SYMBOL
SANITARY PIPE ABOVE GRADE
SAN
22.
METERING AND SITE UTILITY CONNECTIONS SHALL BE PROVIDED ON SITE UTILITY DRAWINGS. ALL SERVICES SHOWN ON THIS SET OF PLANS TERMINATE 5'-0"
SANITARY PIPE BELOW GRADE
SAN
SCHEDULE/TYPE
VENT PIPE
V
------
COLD WATER PIPE
CW
t�
HOT WATER PIPE
HW
TYPE
STORM ABOVE GRADE
ST
24.
SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ROOF DRAINS, PLUMBING FIXTURE MOUNTING HEIGHTS AND DIMENSIONS.
STORM BELOW GRADE
ST
25.
STORM OVERFLOW
STO
INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE OR BATTERY OF FIXTURES WHERE REQUIRED. ARRESTORS SHALL BE FACTORY FABRICATED.
ROOF DRAIN
RD
(O )
FLOOR CLEANOUT
CO
0
EXTERIOR CLEANOUT
ECO
27.
WALL CLEANOUT
WCO
I -
HOSE BIBB
HB
! ! C
VENT THRU ROOF
VTR
J I L
DIRECTION OF FLOW
SEE NOTE 1
301,
SHUT OFF VALVE
6.
-- 0
CAP
THE INSTALLATION OR PURCHASING OF ANY PIPING AND/OR EQUIPMENT.
C
TEE UP
29.
PROVIDE REDUCED PRESSURE BACKFLOW PREVENTERS FOR DOMESTIC WATER SUPPLY CONNECTIONS AS REQUIRED BY CODE.
TEE DOWN
CHANGES IN THE DIRECTION OF SANITARY AND STORM DRAINAGE PIPING SHALL NOT BE MADE WITH FITTINGS WHICH WILL CAUSE EXCESSIVE REDUCTION IN THE
30.
ELBOW UP
d
O
ELBOW DOWN
ABOVE GRADE/SLAB.
C
REVISION REFERENCE
U
Q
TYPICAL
TYP
31.
'SOME SYMBOLS SHOWN MAY
NOT PERTAIN TO THIS PROJECT
DRAWING INDEX
PLUMBING GENERAL NOTES
TITLE
PO
1,
CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND GOVERNING AUTHORITIES, I.E.: FLORIDA BUILDING CODE 2007- PLUMBING WITH 2009
22.
METERING AND SITE UTILITY CONNECTIONS SHALL BE PROVIDED ON SITE UTILITY DRAWINGS. ALL SERVICES SHOWN ON THIS SET OF PLANS TERMINATE 5'-0"
SIZE
SUPPLEMENT.
SCHEDULE/TYPE
FROM BUILDING, UNLESS SHOWN OTHERWISE ON DRAWINGS. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO SITE UTILITIES.
2.
ALL SANITARY PIPING 2-112" OR LESS SHALL HAVE A 1/4" PER FOOT SLOPE. ALL SANITARY PIPING 3" OR LARGER SHALL HAVE A 1/8" PER FOOT SLOPE UNLESS
23.
FURNISH AND INSTALL HOSE BIBBS AND/OR WALL HYDRANTS 24" ABOVE FINISHED GRADE/FLOOR AND PROVIDE VACUUM BREAKERS.
t�
OTHERWISE NOTED. ALL STORM WATER PIPING 2-1/2" OR LESS SHALL HAVE A 1/4" PER FOOT MINIMUM HORIZONTAL SLOPE. ALL STORM WATER PIPING 3" OR LARGER
TYPE
THICKNESS
SHALL HAVE A 1/8" PER FOOT MINIMUM HORIZONTAL SLOPE UNLESS OTHERWISE INDICATED.
24.
SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ROOF DRAINS, PLUMBING FIXTURE MOUNTING HEIGHTS AND DIMENSIONS.
3.
VALVES AND FITTINGS SHALL BE OF SAME SIZE OF LINE ON WHICH THEY ARE LOCATED, UNLESS OTHERWISE INDICATED ON DRAWINGS.
25.
CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF EXISTING SEWERS IN WHICH NEW SEWER LINES ARE TO BE CONNECTED PRIOR TO INSTALLATION.
4.
INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE OR BATTERY OF FIXTURES WHERE REQUIRED. ARRESTORS SHALL BE FACTORY FABRICATED.
26.
CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS.
TYPE L
INSTALL ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I. WH -201. ACCEPTABLE MANUFACTURERS: JOSAM, WATTS AND SIOUX
1"
SEE NOTE 2
SANITARY
CHIEF. AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER ARRESTORS AS SPECIFIED.
27.
CONTRACTOR SHALL ROUGH -IN ALL WASTE AND SUPPLIES TO SPECIAL EQUIPMENT ACCORDING TO MANUFACTURER'S SHOP DRAWINGS AND MAKE FINAL
NONE
-
NO HUB
CONNECTIONS. ALL SUPPLIES SHALL BE VALVED. INSTALL VACUUM BREAKERS WHERE REQUIRED BY CODE.
5.
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING FIRE RATING AND WEATHERPROOFING INTEGRITY OF ALL PIPING AND PENETRATIONS.
SCH. 40
NONE
-
SEE NOTE 1
28.
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING PIPE ROUTING AND EQUIPMENT LOCATIONS) TO ARCHITECT/ENGINEER FOR REVIEW PRIOR TO
6.
ALL WATER SUPPLY AND SANITARY LINES SHALL RUN AS CLOSE TO PLANS AS POSSIBLE WITH NO CHANGES IN SIZING.
THERMAL CONDUCTIVITY (K VALUE) AT 100 DEG. F (55 DEG. C) IS 0.29 BTU X IN./H X SQ.FT. X DEG. F (0.042 W/M X K) OR LESS. ALL SERVICE JACKET (ASJ):
WHITE, KRAFT -PAPER, FIBERGLASS -REINFORCED SCRIM WITH ALUMINUM -FOIL BACKING; COMPLYING WITH ASTM C 1136, TYPE MANUFACTURER: A.
THE INSTALLATION OR PURCHASING OF ANY PIPING AND/OR EQUIPMENT.
7.
CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY SUPPORTING DEVICES FOR FIXTURES.
29.
PROVIDE REDUCED PRESSURE BACKFLOW PREVENTERS FOR DOMESTIC WATER SUPPLY CONNECTIONS AS REQUIRED BY CODE.
8.
CHANGES IN THE DIRECTION OF SANITARY AND STORM DRAINAGE PIPING SHALL NOT BE MADE WITH FITTINGS WHICH WILL CAUSE EXCESSIVE REDUCTION IN THE
30.
ALL BELOW GRADE/SLAB COPPER PIPE SHALL BE PLACED WITHIN COPPER PIPE SLEEVE (10 MIL) POLYETHYLENE PLASTIC SLEEVING. EXTEND SLEEVING
d
VELOCITY OF FLOW OR CREATE ANY OTHER ADVERSE EFFECT. I.E.: USE OF SANITARY TEE IN A HORIZONTAL CONNECTION, USE OF A DOUBLE SANITARY TEE IN A
D
ABOVE GRADE/SLAB.
D
VERTICAL STACK, USE OF SHORT RADIUS FITTINGS FOR BRANCH TO HOUSE DRAIN OR STACK CONNECTION.
U
9.
CONTRACTOR SHALL GIVE 24 HOURS NOTICE TO APPLICABLE UTILITY COMPANY PRIOR TO PERFORMING WORK INVOLVING UTILITIES:
31.
CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF FLOOR DRAINS (IF ANY) LOCATED WITHIN TOILET ROOMS.
32.
PRESSURE REDUCING VALVES SHALL BE INSTALLED ON BRANCH LINES SERVING FIXTURES AND/OR EQUIPMENT WHEN THE PRESSURE IN THE LINE EXCEEDS
10.
ALL DRAINAGE PIPING SHALL BE MARKED WITH THE SEAL OF APPROVAL OF THE NATIONAL SANITATION FOUNDATION.
80 P.S.I.
11.
WHERE SANITARY SEWER LINES CROSS UNDERGROUND WATER SUPPLY LINES THE INSTALLATION SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2007
33.
COORDINATE EXACT LOCATION OF FLOOR DRAINS FOR HVAC EQUIPMENT WITH MECHANICAL CONTRACTOR. CONDENSATE PIPING SHALL NOT DISCHARGE
PLUMBING, ARTICLE 603.2.CONSTRUCTED OF DUCTILE IRON PIPE (10' EACH SIDE OF WATER MAIN) OR THE WATER LINES SHOULD BE MODIFIED TO PROVIDE 8"
INTO SANITARY SYSTEM.
MINIMUM CLEARANCE.
34.
ROUTE WATER LINES TIGHT TO STRUCTURE. COORDINATE ROUTING TO AVOID CONFLICTS WITH OTHER DISCIPLINES.
12,
ALL FLOOR DRAINS SHALL BE PROVIDED WITH A TRAP PRIMER VALVE AND FITTINGS UNLESS NOTED OTHERWISE.
35.
IF THE INTENT OF THE DRAWINGS AND/OR SPECIFICATIONS IS UNCLEAR OR HAS MORE THAN ONE INTERPRETATION, IT SHALL BE BROUGHT TO THE
13.
THE PLUMBING CONTRACTOR MAY BE REQUIRED TO DROP PIPE OUTSIDE OF BUILDING TO REQUIRED DEPTH TO PROVIDE CONNECTION TO AREA DEVELOPMENT
ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS. THE ARCHITECT/ENGINEER SHALL MAKE CORRECTIONS AND/OR
UTILITY STUB. ALL DROPS IN DEPTH SHALL BE MADE WITH THE USE OF 45° FITTINGS.
PROVIDE EXPLANATION IN WRITING.
14.
ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN CHASES. EXPOSED PIPING SHALL BE SLOPED AND PAINTED TO MATCH ARCHITECTURAL
36.
PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR
FINISHES, PIPING IN MECHANICAL ROOMS MAY BE EXPOSED.
SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THE CONTRACTOR
SHALL ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS PRIOR TO SUBMITTING HIS FINAL BID. NO
15.
SLEEVE AND FIRE STOP ALL PENETRATIONS (IF ANY) OF RATED WALLS, FLOORS, CEILINGS, ETC., IN ACCORDANCE WITH APPLICABLE UL STANDARDS AND LOCAL
ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO CONTRACTORS FAILURE TO FAMILIARIZE HIMSELF WITH THE PLANS.
CODES TO MAINTAIN RATINGS. REFER TO SPECIFICATIONS AND ARCHITECTURAL DRAWINGS FOR RATED WALLS, CEILINGS AND FLOOR INFORMATION.
37.
THE CONTRACTOR SHALL BASE HIS PROPOSAL UPON THE EQUIPMENT AS SCHEDULED OR SPECIFIED, USING THE MANUFACTURERS AND EQUIPMENT
16.
ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE PLACED ON THE INTERIOR SIDE OF THE WALL.THE WALL INSULATION SHALL BE PLACED ON THE
SPECIFIED ON THE DRAWINGS. IF MORE THAN ONE MANUFACTURER IS SPECIFIED FOR ONE ITEM, ANY ONE OF THE MANUFACTURERS LISTED MAY BE USED
EXTERIOR SIDE OF THE PIPE.
IN THIS CONTRACTOR'S PROPOSAL. IF THIS CONTRACTOR WISHES TO USE EQUIPMENT NOT SPECIFIED, HE MUST AT THE TIME OF BIDDING SUBMIT
17.
SEE RISER DIAGRAMS FOR BRANCH PIPING DETAILS AND SIZES NOT SHOWN ON PLANS.
SEPARATELY ON LETTERHEAD STATIONARY OF THE BIDDER, THE EQUIPMENT HE WOULD SUBSTITUTE AND THE COST TO BE ADDED OR TO BE DEDUCTED
FROM HIS PROPOSAL.
18.
COLD AND HOT WATER PIPING SHALL BE COPPER WATER TUBE (ASTM B88) TYPE "L" WITH WROUGHT -COPPER (ANSI B16.22), OR CAST BRASS (ANSI 816.18)
38.
THE CONTRACTOR IS EXPECTED TO ORDER ALL MATERIALS IN SUFFICIENT TIME TO AVOID DELAYING THE COMPLETION OF THE PROJECT. DELAY IN
PRESSURE FITTINGS AND ALLOY GRADE (ANSI -ASTM B32) 95TA LEAD-FREE SOLDER JOINTS. DISINFECT WATER PIPING AFTER PRESSURE TEST WITH CHLORINE
DELIVERY WILL NOT BE CONSIDERED A JUSTIFIABLE REASON FOR SUBMISSION OF SUBSTITUTE MATERIALS.
SOLUTION 50 MG -L) FOR 24 HOURS. FLUSH LINES CLEAN AFTER COMPLETION.
19.
SOIL, WASTE AND VENT PIPING SHALL BE PVC: ASTM D2665 SCHEDULE 40. FITTINGS: PVC DWV JOINTS: ASTM WELD. PROVIDE CAST IRON PIPE AND FITTINGS FOR
39.
DO NOT PENETRATE WALL FOOTINGS WITH PIPING. COORDINATE WITH GENERAL CONTRACTOR TO DROP FOOTINGS AS REQUIRED TO CLEAR PLUMBING
SERVICES WHERE ABSOLUTELY NECESSARY. ALL PIPING PENETRATING A BEARING WALL OR FOOTING MUST BE SLEEVED AND LOCATION APPROVED BY
SOIL, WASTE AND VENT PIPING LOCATED IN CEILING PLENUMS.
STRUCTURAL ENGINEER.
20.
PROVIDE CLEANOUTS AT BASE OF EACH VERTICAL STACK AT EACH CHANGE OF DIRECTION OF HORIZONTAL RUNS AND AT 100 FOOT INTERVALS OF HORIZONTAL
40.
REFER TO PLANS FOR VENT THRU ROOF (VTR) PIPE SIZES AND LOCATIONS. LOCATE VTR A MIN. 10' HORIZONTAL FROM ANY BUILDING OPENING OR FRESH
RUNS FOR SANITARY AND STORM PIPING.
AIR INTAKE. EXTEND VTR 12" ABOVE ROOF SURFACE. IF 10' DISTANCE CANNOT BE ACHIEVED LOCATE VTR 2' ABOVE ADJACENT TOP OF FRESH AIR INTAKE OR
21.
PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON -ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES.
BUILDING OPENINGS. PROVIDE 1" FIBERGLASS INSULATION WITH ALL -SERVICE JACKET ON VENT PIPE INSIDE BUILDING WITHIN 6' OF VTR LOCATION. VERIFY
FLASHING AND COUNTERFLASHING AND COORDINATE INSTALLATION WITH ROOFING CONTRACTOR.
DRAWING INDEX
SHEET
TITLE
PO
Plumbing General Information
P1
Plumbing Plan
SERVICE
SIZE
MATERIAL
SCHEDULE/TYPE
O
CC32:c 10,
REMARKS
PIPING MATERIAL SCHEDULE
Cn
0
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INSULATION
SERVICE
SIZE
MATERIAL
SCHEDULE/TYPE
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REMARKS
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TYPE
THICKNESS
COLD WATER
ALL
COPPER
TYPE L
FG
1"
SEE NOTE 2
HOT WATER
ALL
COPPER
TYPE L
FG
1"
SEE NOTE 2
SANITARY
ALL
C.I.OR PVC
NOTE 3
NONE
-
NO HUB
VENT
ALL
C.L. OR PVC
SCH. 40
NONE
-
SEE NOTE 1
NOTES:
1. WASTE AND VENT PIPING IN PLENUM SPACE SHALL BE SERVICE WEIGHT CAST IRON, NO HUB.
2. FIBERGLASS PIPE INSULATION: MINERAL OR GLASS FIBERS BONDED WITH A THERMOSETTING RESIN. SEMIRIGID BOARD MATERIAL WITH
FACTORY -APPLIED ASJ COMPLYING WITH ASTM C 1393, OR WITH PROPERTIES SIMILAR TO ASTM C 612. NOMINAL DENSITY IS 2.5 LB/CU. FT. OR MORE.
THERMAL CONDUCTIVITY (K VALUE) AT 100 DEG. F (55 DEG. C) IS 0.29 BTU X IN./H X SQ.FT. X DEG. F (0.042 W/M X K) OR LESS. ALL SERVICE JACKET (ASJ):
WHITE, KRAFT -PAPER, FIBERGLASS -REINFORCED SCRIM WITH ALUMINUM -FOIL BACKING; COMPLYING WITH ASTM C 1136, TYPE MANUFACTURER: A.
CERTAINTEED CORP., B. JOHNS MANVILLE, C. KNAUF INSULATION, D. OWENS CORNING
3. FOR PVC ONLY SCHEDULE 40 DWV. FOAM CORE PVC NOT ALLOWED.
PROVIDE TWO 900 PROVIDE 10 MESHINSECT SCREEN IN
ELBOW FITTINGS TO OR OVER OPENING
CREATE GOOSENECK
REFER TO SPECIFICATIONS MINIMUM 12" ABOVE ROOFNORMALLY. EXTEND TO
FOR TYPE OF PIPE, HEIGHT OF PARAPET
FITTINGS, AND WHEN WITHIN 10' OF
CONNECTORS PARAPET, OR ABOVE
COORDINATE FLASHING MAXIMUM LOCAL SNOW
AND COUNTERFLASHING ......... DEPTH.
WITH DIVISION 7
X
I i...............�.�......�........-.-...�,.�-...'� ROOF DECK
ROOF INSULATION -..
ANCHOR PIPE TO ROOF
CORE DRILL ROOF OR PROVIDE DECK OR JOISTS WITH
SLEEVE IF REQUIRED BY TYPE U -BOLT AROUND PIPE AND
OF ROOF DECK. PROVIDE FIRE ANGLE IRON WELDED OR
STOP SEAL BETWEEN PIPE AND SCREWED TO DECK JOIST.
SLEEVE OR DECK. LAW
NOTES:
1. REFER TO PLANS FOR VTR PIPE SIZE(S) AND LOCATION(S). LOCATE VTR MINIMUM THREE FEET FROM
PROPERTY LINE, TEN FEET HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR
FRESH AIR INTAKE, AND ONE FOOT FROM ANY VERTICAL SURFACE. LOCATE VTR MINIMUM 18" FROM
PARAPET, EXPANSION JOINT, ROOF DRAIN, ADJACENT WALL, EQUIPMENT CURB, OR OTHER ROOF FEATURE.
OFFSET IN CEILING SPACE WHERE REQUIRED TO MEET THESE CONDITIONS. INSULATE LAST SIX FEET OF
VENT PIPE INSIDE BUILDING PER SPECIFICATIONS.
2. CHECK PLANS FOR VTR MINIMUM TEN FOOT DISTANCE FROM ANY FRESH AIR INLETS ON ROOF TOP UNITS
OR MAKE-UP AIR UNITS. IF ROOF IS TO BE USED FOR ANY REGULAR PEDESTRIAN TRAFFIC, VENT SHOULD
BE EXTENDED ABOVE ROOF SEVEN FEET -- NOTE ON PLANS. IF IT SEEMS EXPEDIENT FOR WHATEVER
REASON, THIS DETAIL CAN BE ELIMINATED BY MAKING SURE PERTINENT INFORMATION IS IN THE
SPECIFICATIONS.
Gooseneck Vent Thru Roof Detail
Scale: None
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HVAC SYMBOLS
SYMBOL
DESCRIPTION
MATERIAL
NEW DUCT WORK
AWVWWWV\-
FLEXIBLE DUCT
TYPE
SUPPLY AIR DUCT WORK UP THRU PLAN
A/C CONDENSATE
RETURN AIR OR EXHAUST DUCT WORK UP THRU PLAN
PVC
DUCT WORK TRANSITION
NONE
900 ELBOW WITH TURNING VANES
-
MANUAL AIR VOLUME CONTROL DAMPER
® OR Z
SUPPLY AIR DEVICE
zRETURN
AIR DEVICE
2007 FLORIDA BUILDING CODE, MECHANICAL WITH 2009 SUPPLEMENT.
EXHAUST AIR DEVICE
O
WALL MOUNTED THERMOSTAT
SD
DUCT SMOKE DETECTOR
A-100
DIFFUSER DEVICE TYPE - AIR QUANTITY
RTU -10
EQUIPMENT DESIGNATION TAG
s- - - - R- - -
REFRIGERATION PIPING
5. PROVIDE ALL MECHANICAL EQUIPMENT WITH MANUFACTURER'S RECOMMENDED SERVICE AREA CLEARANCES.
CONDENSATE PIPING
PIPING MATERIAL SCHEDULE
SERVICE
SIZE
MATERIAL
SCHEDULE/
TYPE
INSULATION
REMARKS
TYPE
THICK
A/C CONDENSATE
ALL
PVC
SCH. 40
NONE
E.S.P.
(IN.)
-
19. GUARANTEE; FOR ONE YEAR AFTER DATE OF ACCEPTANCE BY THE OWNER, ALL EQUIPMENT, MATERIALS AND WORKMANSHIP TO BE FREE
CONTROL
STAGES
FROM DEFECT.
3. DUCT SHALL BE SECURELY SUPPORTED, HUNG OR SUSPENDED IN ACCORDANCE WITH THE LATEST SMACNA EDITION AND SECTION 603 OF THE
MOCP
2007 FLORIDA BUILDING CODE, MECHANICAL WITH 2009 SUPPLEMENT.
20. DO NOT CUT STRUCTURAL MEMBERS WITHOUT PRIOR WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OR ARCHITECT. ARRANGE FOR
NOTES:
1. FIBERGLASS PIPE INSULATION: MINERAL OR GLASS FIBERS BONDED WITH A THERMOSETTING RESIN. SEMIRIGID BOARD MATERIAL
WITH FACTORY -APPLIED ASJ COMPLYING WITH ASTM C 1393, OR WITH PROPERTIES SIMILAR TO ASTM C 612. NOMINAL DENSITY IS 2.5
LB/CU. FT. OR MORE, THERMAL CONDUCTIVITY (K VALUE) AT 100 DEG. F (55 DEG. C) IS 0.29 BTU X ►N./H X SQ.FT. X DEG. F (0.042 W/M X K)
OR LESS. ALL SERVICE JACKET (ASJ): WHITE, KRAFT -PAPER, FIBERGLASS -REINFORCED SCRIM WITH ALUMINUM -FOIL BACKING;
COMPLYING WITH ASTM C 1136, TYPE MANUFACTURERS; A. CERTAINTEED CORP., B. JOHNS MANVILLE, C. KNAUF INSULATION, D.
OWENS CORNING,
2. FLEXIBLE ELASTOMERIC PIPE INSULATION: CLOSED CELL SPONGE OR EXPANDED - RUBBER MATERIALS. COMPLY WITH ASTM C-534,
TYPE I FOR TUBULAR MATERIALS. PROVIDE SEALANT COMPATIBLE WITH MATERIAL. MANUFACTURERS: ARMAFLEX BY ARMACELL OR
EQUAL.
DRAWING INDEX
SHEET NUMBER
TITLE
MO
Mechanical General Information
M1
Mechanical Floor Plan
M2
Mechanical Roof Plan
2. SUPPLY, RETURN AND OUTSIDE AIR DUCTWORK SHALL BE EXTERNALLY INSULATED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH
EQUAL TO
MECHANICAL GENERAL NOTES
1. CONTRACTOR TO VISIT SITE AND VERIFY ALL CLEARANCES BEFORE FABRICATION OF DUCTWORK AND PROVIDE ADDITIONAL OFFSET AND/OR
16. VERIFY VOLTAGE WITH ELECTRICAL CONTRACTOR BEFORE ORDERING EQUIPMENT.
CHANGES IN DUCT SIZES TO MEET FIELD CONDITIONS AND COORDINATE WITH ELECTRICAL, PLUMBING AND FIRE PROTECTION
FAN
SUBCONTRACTOR BEFORE ANY CONSTRUCTION WORK.
17. PROVIDE A TRAP IN ALL CONDENSATE PIPING LOCATED AT AIR HANDLING UNITS. SLOPE CONDENSATE LINES 1/8" PER FOOT. CONDENSATE
WEIGHT
(LBS)
LINES SHALL BE PVC SCH. 40. ALL CONDENSATE DRAIN PIPING SHALL BE PROPERLY SUPPORTED. SEE "CONDENSATE DRAIN TRAP" DETAIL.
2. SUPPLY, RETURN AND OUTSIDE AIR DUCTWORK SHALL BE EXTERNALLY INSULATED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH
EQUAL TO
LATEST SMACNA STANDARDS. INSULATION SHALL HAVE VAPOR BARRIER AND AN INSTALLED MINIMUM THERMAL RESISTANCE (R) VALUE OF 6.0.
18. ALL MECHANICAL WORK SHALL MEET ALL THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE, MECHANICAL AND 2009 SUPPLEMENT.
ALL EXHAUST DUCTWORK SHALL BE UNINSULATED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH LATEST SMACNA STANDARDS. ALL
E.S.P.
(IN.)
JOINTS SHALL BE SECURELY TAPED WITH 3" WIDE GLASS FABRIC TAPE WITH FOSTER 30/35 MASTIC OR EQUAL.
19. GUARANTEE; FOR ONE YEAR AFTER DATE OF ACCEPTANCE BY THE OWNER, ALL EQUIPMENT, MATERIALS AND WORKMANSHIP TO BE FREE
CONTROL
STAGES
FROM DEFECT.
3. DUCT SHALL BE SECURELY SUPPORTED, HUNG OR SUSPENDED IN ACCORDANCE WITH THE LATEST SMACNA EDITION AND SECTION 603 OF THE
MOCP
2007 FLORIDA BUILDING CODE, MECHANICAL WITH 2009 SUPPLEMENT.
20. DO NOT CUT STRUCTURAL MEMBERS WITHOUT PRIOR WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OR ARCHITECT. ARRANGE FOR
AMBIENT
DB°F/WB°F
REPAIRS REQUIRED TO RESTORE OTHER WORK, BECAUSE OF DAMAGE CAUSED AS A RESULT OF MECHANICAL INSTALLATIONS.
4. ROOF TOP UNIT OUTSIDE AIR INTAKE SHALL MAINTAIN A MINIMUM OF 10'-0" FROM ANY EXHAUST OR SANITARY VENT THROUGH ROOF PIPING.
MODEL
ALL TRANSFER DUCTWORK LEADING TO REST ROOMS SHALL HAVE A ZERO LEAKAGE BACK DRAFT DAMPER AS SHOWN ON MECHANICAL
21. FLEXIBLE AND RIGID ROUND DUCT TAKE -OFFS FOR DIFFUSERS SHALL BE THE SAME SIZE AS DIFFUSER NECK. MAXIMUM FLEXIBLE DUCT
DRAWINGS.
LENGTH SHALL BE 8'4" , FLEXIBLE DUCT SHALL BE THERMAFLEX TYPE M -KC OR EQUAL. FLEXABLE DUCT SHALL BE INSULATED FIBERGLASS,
760
R-6, CLASS 1, UL181 LISTED AND COMPLY WITH NFPA 90A AND NFPA 90B.
5. PROVIDE ALL MECHANICAL EQUIPMENT WITH MANUFACTURER'S RECOMMENDED SERVICE AREA CLEARANCES.
30.0
-
22. ALL WALL MOUNTED THERMOSTATS SHALL BE INSTALLED AT AN ELEVATION OF 54" ABOVE FINISHED FLOOR TO THE TOP UNLESS
6. ALL ROOF TOP UNITS SHALL BE REINFORCED TO WITHSTAND LOCAL WIND LOAD DESIGN. SEE STRUCTURAL DRAWING(S) FOR DETAIL(S)
OTHERWISE NOTED ON DRAWINGS. LOCATION OF THE WALL MOUNTED THERMOSTAT SHALL BE COORDINATED WITH OTHER TRADES FOR A
/CONSULT WITH BUILDING STRUCTURAL ENGINEER.
NEAT APPEARANCE. FINAL LOCATION OF THERMOSTAT SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER OR HIS REPRESENTATIVE
EXHAUST
IN THE FIELD.
7., DUCT SMOKE DETECTORS SHALL BE FURNISHED BY THE FIRE ALARM CONTRACTOR, INSTALLED IN DUCT BY THE MECHANICAL CONTRACTOR
11.8
AND WIRED BY THE FIRE ALARM CONTRACTOR. SMOKE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72, NATIONAL FIRE
23. ALL UNITS SHALL BE BALANCED TO WITHIN 10 PERCENT OF THE DESIGN AIR QUANTITY. BALANCE DIFFUSERS AND REGISTERS TO WITHIN 10
ALARM CODE; NFPA 90A, STANDARD FOR INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS, 2007 FLORIDA BUILDING CODE,
PERCENT OF QUANTITIES SHOWN ON DRAWINGS.
MECHANICAL WITH 2009 SUPPLEMENT AND THE MANUFACTURER'S INSTALLATION IN STRUCTIONS. COORDINATE LOCATION OF SMOKE
15
DETECTORS WITH FIRE ALARM CONTRACTOR. PROVIDE A VISIBLE/AUDIBLE NOTIFICATION PANEL. MAKE: SYSTEM SENSOR SSK451 OR EQUAL,
24. PROVIDE FLEXIBLE NEOPRENE DUCT CONNECTORS ON THE DISCHARGE AND ENTERING SIDES OF ALL VIBRATING EQUIPMENT TO WHICH
COMPATIBLE WITH BUILDING FIRE ALARM SYSTEM.
DUCTWORK IS ATTACHED.
8. IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED.
25. CONTRACTOR SHALL PROVIDE 3 COPIES OF A TEST AND BALANCE REPORT. AIR BALANCING SHALL BE PERFORMED BY AN INDEPENDENT
460/30
TESTING AND BALANCING CONTRACTOR WHICH SHALL BE QUALIFIED AND CERTIFIED BY EITHER ASSOCIATED AIR BALANCE COUNCIL (AABC)
9. HVAC CONTRACTOR IS RESPONSIBLE FOR ANY ADDED ELECTRICAL COSTS WHICH MAY RESULT FROM SUBSTITUTED EQUIPMENT,
OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB). THIS REPORT MUST BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR
-
TO THE FINAL INSPECTION.
10. DUCTWORK INSULATION SHALL BE FOIL FACED FIBERGLASS DUCT WRAP WITH A MINIMUM THERMAL RESISTANCE (R) OF 6.0. INSULATION
DBF4XLT
SHALL HAVE VAPOR BARRIER. INSTALL PER MFR. REQUIREMENTS.
26. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TRADES' INSTALLATION SCHEDULES. COORDINATE WORK SCHEDULE WITH GENERAL
LCC180H
CONTRACTOR.
11. COORDINATE AIR DEVICE LOCATIONS WITH LIGHTING FIXTURES.
-
15
27. WHEN THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH
12. TURNING VANES SHALL BE PROVIDED IN ALL SUPPLY DUCT RECTANGULAR ELBOWS WITH ANGLES BETWEEN 15 DEGREES AND LESS THAN 90
MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS. THE
DEGREES PER FIG. 2-5 OF THE SMACNA MANUAL.
ARCHITECT/ENGINEER SHALL MAKE CORRECTION OR EXPLANATION IN WRITING.
13. DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. DUCTWORK, DIFFUSERS, REGISTERS, GRILLES, AND OTHER ITEMS
28. PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY
OF THE AIR HANDLING SYSTEM SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING SUSPENSION SYSTEM.
MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS
-
CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND
14. UNLESS OTHERWISE NOTED, INSTALL DUCTWORK AS HIGH AS POSSIBLE, TIGHT TO BOTTOM OF STRUCTURE. COORDINATE DUCT ELEVATION
ELECTRICAL PLANS BEFORE SUBMITTING HIS FINAL BID, NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S
WITH STORM LEADERS, WATER PIPING, SANITARY DRAINS AND MAJOR ELECTRICAL CONDUITS.
FAILURE TO FAMILIARIZE HIMSELF/ HERSELF WITH THE PLANS.
15. CONTRACTOR TO PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO SUSPEND MECHANICAL EQUIPMENT & MATERIALS. INSTALLATION
LCC180H
OF EQUIPMENT SHALL COMPLY WITH MANUFACTURER'S SPECIFICATIONS AND CLEARANCE REQUIREMENTS FOR SERVICING OF EQUIPMENT.
RTU -7
EXISTING ROOF TOP UNIT SCHEDULE (INFORMATION ONLY)
MARK
AREA
SERVED
NOMINAL
TONS
FAN
ELECTRIC HEATER
UNIT POWER
WEIGHT
(LBS)
COOLING CAPACITY
SEER
[EER]
EQUAL TO
NOTES -
CFM
O/A
E.S.P.
(IN.)
HP
KW
CONTROL
STAGES
V/0
MCA
MOCP
TC
(MBH)
SC
(MBH)
AMBIENT
DB°F/WB°F
ENTERING
DB-F/WB-F
MFG.
MODEL
RTU -2
-
15
6,000
760
-
-
30.0
-
460/30
-
-
-
-
EXHAUST
-
-
11.8
LENNOX
LCC180H
-
RTU -4
-
15
6,000
760
-
-
30.0
-
460/30
-
-
-
-
-
-
DBF4XLT
11.8
LENNOX
LCC180H
-
RTU -6
-
15
6,000
760
-
-
30.0
-
460/30
-
-
-
-
-
-
-
11.8
LENNOX
LCC180H
-
RTU -7
-
5
2,000
760
-
-
15.0
-
460/30
-
(TYP.)
-
-
-
-
13.0
LENNOX
LCA060H
-
ASHRAE STANDARD 62.1-2004 OUTSIDE AIR CALCULATION
VOZ = [(Rp x Pz) + (Ra x Az)] / Ez
MARK
VENTILATION ZONE
Rp
OUTDOOR AIR RATE
PER PERSON
Pz
QUANTITY AIR RATE
PEOPLE
Vbzp
VENTILATION
BASED ON PEOPLE
Ra
OUTDOOR AIR RATE
BASED ON AREA
Az
AREA
Vbza
VENTILATION
BASED ON AREA
Vbz
TOTAL
VENTILATION RATE
Ez
ZONE AIR
DISTRIBUTION EFF
Voz
ZONE OA
= Vbz/Ez
PROVIDED CFM
DIFFERENCE
+/-
/-
SALES 100
SALES100
-
-
0.375
0.30
9823
2947
2947
1
2947
3000
+53
HALLWAY 101
EF -2
-
-
0.06
1 622 1
37
137
11
37
40
+3
VENTILATION TOTAL
-
EF -3
EXHAUST
2300
0.5
ROOF
BELT
11.6
2984
3040
+56
FAN SCHEDULE
MARK
SERVICE
CFM
EXT. STATIC
PRESSURE (IN.
WATER)
FAN TYPE
DRIVE
SONES
WATTS
RPM
V/0
MANUFACTURER
MODEL
NOTES
EF -1
EXHAUST
3500
0.375
ROOF
BELT
15.6
3/4 HP
1196
208/1
COOK
ACEB-18006B
-
EF -2
EXHAUST
3500
0.375
ROOF
BELT
15.6
3/4 HP
1196
208/1
COOK
ACEB-18006B
-
EF -3
EXHAUST
2300
0.5
ROOF
BELT
11.6
1/2 HP
1053
277/1
COOK
ACEB-165C513
-
EF -4
DRYER EXHAUST
153
0.375
IN-LINE
DIRECT
-
83
2800
115/1
FANTECH
DBF4XLT
1
NOTES:
1. PROVIDE WITH FANTECH LINT TRAP MODEL #DBLT4
LOUVER SCHEDULE
o
a
MARK
SERVICE
SIZE
BIRD SCREEN
DESIGN
EQUIPMENT
REMARKS
LENGTH (IN)
HEIGHT (IN)
L-1
EF -4
42
36
YES
RUSKIN ELF445DX
1,2
L-2
EF -5
42
36
YES
RUSKIN ELF445DX
1,2
NOTES
1. PROVIDE HORIZONTAL, DRAINABLE ALUMINUM, BAKED ENAMEL FINISH.
2. MATCH COLOR OF LOUVER TO ADJACENT WALL COLOR.
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00_
N
w
U
MAINTENANCE CHANGE OF DIRECTION OR EVERY 30'
0
LU
PLUMBER STRAP
BIRD SCREEN
4"0 DRYER VENT RISER TO
FIELD FABRICATED INSULATED
OUTSIDE
SCHEDULE 40 PVC
DRAIN LINE. SLOPE
GALVANIZED STEEL OUTSIDE
#12 TEK SCREW
CONDENSATE PIPING
A WITH FLOW 118"/FT
AIR PLENUM
(TYP.)
TO LOCATION SHOWN
op
OUTSIDE AIR
MICRO PIPE SUPPORT
A ON DRAWINGS
10
LOUVER
4"0 DRYER VENT
ROOF
>..
ROOF CURB
'
BY MIRO INDUSTRIES
INC. @ 4'-0" 0. C.
A = FAN SUCTION PRESSURE + 1 INCH
ACCESSIBLE PANEL SEE
ACCESSIBLE PANEL SEE
- r - -�''
' ,
ROOF MEMBRANE CEMENT
ARCHITECTURAL �,
ARCHITECTURAL
...w...h:..
:.....
ROOF SYSTEM
CONDENSATE CONDENSATE PIPE
MOTORIZED DAMPER
DRYER BOOSTER FAN
..........................................................................
PIPE SIZE SIZE BELOW SLAB
CLEAN-OUT, PROVIDE ACCESS
MOTORIZED DAMPER
c
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,.
.
MAX. TONS ABOVE SLAB OR BELOW GRADE
I
L.......................r',............................................
(EF -4)
I�, Yom:;
ONLY AT LOWEST CONNECTION
ACCESS DOOR
SECONDARY LINT TRAP
':......
30 1-112" 2"
>;€
1. INSTALL LOUVER PER MANUFACTURER'S REQUIREMENTS.
2. COORDINATE FRAME TYPE WITH WALL CONSTRUCTION TYPE.
3. MOTORIZED DAMPER.
Belt Driven Exhaust Fan
Detail
2
Condensate Pipe Support On
Roof
Condensate Drain Trap Detail
Outside Air Louver Detail
Dryer Vent Connection
Detail
3
Scale: None
Scale: None
Scale: None
Scale: None
Scale: None
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'MITIKW�
EXISTING 277/480V
UTILITY
TRANSFORMER
GRADE
ELECTRICAL RISER DETAIL
NTS
EXTERIOR I LOADING/UNLOADING
I AREA (INTERIOR)
ELECTRICAL LEGEND
ULTA
MOUNTING HEIGHTS SHOWN ARE MAXIMUM/MINIMUM
r---- ----- i
NOT ALL DEVICES SHOWN IN LEGEND ARE REQUIRED.
HANDICAPPED ACCESSIBILITY STANDARDS - THEY SHALL
EXISTING
REVIEW POWER & LIGHTING PLANS AND DETAILS FOR
-- --� I
NOT BE ALTERED WITHOUT WRITTEN AUTHORIZATION.
Oi
ITEMS WHICH APPLY TO THIS PROJECT.
A®a - A®a
FLUORESCENT LIGHT FIXTURE, LETTER INDICATES TYPE. SEE FIXTURE
SCHEDULE. LOWER CASE LETTER INDICATES SWITCH (IF USED)
Lo
DISCONNECT SWITCH
A'' -'--4a
FLUORESCENT STRIP LIGHT, LETTER INDICATES TYPE. SEE FIXTURE
100/3/60
DISCONNECT DESIGNATION (SIZE/POLES/FUSE) "NF" INDICATES
NEW 400A 77
SCHEDULE. LOWER CASE LETTER INDICATES SWITCH (IF USED)
C
r -
(1).>
NON-FUSED; "DE" INDICATES DUAL ELEMENT FUSES.
O 0" p
SURFACE MOUNTED LIGHT, LETTER INDICATES TYPE. SEE FIXTURE
277/480V
(4) #3/0 AWG, (1) #6 GROUND, (1) #6 ISOLATED
GROUND, IN 2-1/2" CONDUIT.
L ---- ---J
SCHEDULE. LOWER CASE LETTER INDICATES SWITCH (IF USED)
EF
MOTOR PERMANENTLY CONNECTED WITH FLEXIBLE CONDUIT
O B B
INCANDESCENT OR HID LIGHT FIXTURE, LETTER INDICATES TYPE
----I----,
(HORSEPOWER OR EQUIPMENT INDICATED)
120/208V
SEE LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING.
i
i 350A MCB i i FROM PNL DP i
THERMOSTAT. PROVIDE SINGLE GANG BOX WITH 1/2" C. STUBBED
4 C Q C
WALL BRACKET LIGHT FIXTURE, LETTER INDICATES TYPE SEE
O
INTO CEILING SPACE, MOUNT 60" A.F.F. U.O.N. (COORDINATE WITH
LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING.
i STEO DOWN
MECHANICAL DRAWINGS PRIOR TO ROUGH -IN)
NL
NIGHT LIGHT FIXTURE (NL)
TELEPHONE WALL OUTLET, PROVIDE SINGLE GANG BOX WITH 3/4"
--
(3) #2/0 AWG, (1) #6 GROUND, IN 1-1/2" CONDUIT.
v
CONDUIT WITH PULL WIRE AND INSULATING BUSHING STUBBED INTO
® X
EXIT LIGHT (SHADE AREA INDICATES DIRECTION) LETTER INDICATES TYPE
225A BUS
CEILING SPACE. MOUNT BOX 18"A.F.F. U.O.N.
225A BUS
SEE LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING.
225A BUS
BATTERY POWERED EMERGENCY LIGHT
v
COMPUTER OUTLET. MOUNT BOX @ 18" A.F.F. U.O.N.
TRACK LIGHTING AND TRACK. FOR INFORMATION ON TRACK SEE
200A MLO
LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING.
200A MLO
L ---------J I ----------J I
COMBO TELEPHONE/ DATA OUTLET. MOUNT BOX @
WALL WASHER FIXTURE. (SHADE AREA INDICATES DIRECTION) SEE
18" A.F.F. U.O.N.
LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING.
SINGLE POLE SWITCH, LOWER CASE LETTER INDICATES LIGHTS
CONTROLLED. LETTER NOT SHOWN IF SELF EVIDENT. MOUNT
O
CEILING SPEAKERS
a
48" A.F.F. U.O.N.
F
SINGLE POLE SWITCH. FAN CONTROLLER, MOUNT 48" A.F.F. U.O.N.
p
O
CEILING MTD. SENSOR DEVICE
3 -WAY SWITCH, FOR CONTROLLING LIGHTS FROM TWO DIFFERENT POINTS.
3
FFJ
FIRE ALARM PULL STATION
OS
OCCUPANCY SENSOR WALL SWITCH.
®
TWO GANG FLOOR OUTLET BOX. ONE QUADPLEX ISOLATED GROUND
RECEPTACLE
HORN/STROBE
AND ONE COMPUTER OUTLET.
Q.
WIREMOLD-WALKER INFLOOR SYSTEMS. RC4 FLUSH QUAD POKE
THRU SERIES WITH FOUR MULTIMEDIA COMMUNICATION LOCATIONS
b
FIRE ALARM LIGHT STROBE
Q�
WIREMOLD WALLSOURCE MULTIPLE SERVICE BOX.
STANCHION MOUNTED QUADPLEX FLOOR RECEPTACLE
OQ
SMOKE DETECTOR
OUTLET.
OO
STANCHION MOUNTED DUPLEX FLOOR RECEPTACLE OUTLET.
®
HEAT DETECTOR
QUADPLEX RECEPTACLE OUTLET.
FACP
PANEL
QUADPLEX RECEPTACLE OUTLET MOUNTED ABOVE COUNTER TOP U.O.N.
DUPLEX RECEPTACLE, MOUNT 18" AFF LION
EF
BATH ROOM FAN LIGHT
DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER HEIGHT U.O.N.
�GFI
GROUND FAULT INTERRUPTER RECEPTACLE, LEVITON #6898-I, MOUNT
ABOVE COUNTER HEIGHT U.O.N.
i.G'
DUPLEX RECEPTACLE, ISOLATED GROUND TYPE, LEVITON #5362-IGI
MOUNTED ABOVE COUNTER HEIGHT. U.O.N.
ABBREVIATIONS
I.G.
DUPLEX RECEPTACLE, ISOLATED GROUND TYPE, LEVITON #5362-IGI
MOUNT AT 18" AFF LION
ACC -CU
CONDENSING UNIT MTD MOUNTED
SSW
DUPLEX RECEPTACLE, MOUNTED ABOVE STOREFRONT WINDOWS
AFF
ABOVE FINISH FLOOR NF NON-FUSED
AFG
ABOVE FINISH GRADE NIC NOT IN CONTRACT
�-
SINGLE RECEPTACLE, MOUNTED AT HEIGHT NOTED ON PLANS
A/H-AHU
AIR HANDLING UNIT NL NIGHT LIGHT
®
SPECIAL PURPOSE RECEPTACLE OUTLET
CLG
CEILING NTS NOT TO SCALE
C/T
CURRENT TRANSFORMER OS OCCUPANCY SENSORS
O
JUNCTION BOX (FLUSH MOUNT IN FINISHED AREAS U.O.N.)
DE
DUAL ELEMENT FUSE PC PULL CHAIN
LIGHTING, POWER, FACP PANELBOARD OR TELE. TERM. CABINET.
EC
EMPTY CONDUIT RTU ROOF TOP UNIT
E/F-EF
EXHAUST FAN SW SHOW WINDOW RECEPTACLE CLG MTD
MSB/MDP
MAIN SWITCHBOARD OR MAIN DISTRIBUTION PANEL
EG
EQUIPMENT GROUND TTB TELEPHONE TERMINAL BOARD
CONDUIT CONCEALED IN WALL, BELOW SLAB, OR ABOVE CEILING.
EM
EMERGENCY LIGHT TTC TELEPHONE TERMINAL CABINET
EWC
ELECTRIC WATER COOLER TYP TYPICAL
CONDUIT EXPOSED ON WALL OR CEILING.
EWH
ELECTRIC WATER HEATER LION UNLESS OTHERWISE NOTED
EX
EXISTING DEVICE TO REMAIN VIF VERIFY IN FIELD
FLEXIBLE CONDUIT NOT TO EXCEED 6 FEET IN LENGTH
FACP
FIRE ALARM CONTROL PANEL VTC VIA TIME CLOCK
A-1,3
CONDUIT RUN CONCEALED IN WALLS BELOW SLAB, OR CEILING SPACES.
FLR
FLOOR WP WEATHERPROOF
ARROWS INDICATE HOMERUN. SMALL HASHMARKS INDICATE NUMBER OF
GFI
GROUND FAULT INTERRUPTER X EXIT LIGHT
HOT CONDUCTORS, AND LARGE HASHMARK INDICATES NEUTRAL.
IG
ISOLATED GROUND
SUBSCRIPT INDICATES PANEL AND CIRCUIT NUMBERS. GROUND
CONDUCTOR REQUIRED IN ALL CONDUITS BUT NOT INDICATED.
LB
LOCK BREAKER
A-37:39:41
SUBSCRIPT INDICATES PANEL -AND NUMBERS WITH COLONS
INDICATE 2 OR 3 POLE CIRCUITS,
NOTE: MOUNTING HEIGHTS NOTED ARE TO BOTTOM OF DEVICE SHOWN LION
EXTERIOR I LOADING/UNLOADING
I AREA (INTERIOR)
ELECTRIC
METER � [07
BASE NEUTRAL SERVICE
BUS DISCONNECT
r—i EQUIPMENT
GEC SHALL BE BONDED TO METER BASE UNCUT,
CONTINUOUS TO SERVICE DISCONNECT OR IN
BUILDING COMPLIANCE WITH NFPA 70 250.64 (C)
STEEL
USE # 3/0 FOR ALL GROUNDING ELECTRODE
CONDUCTORS UNLESS OTHERWISE NOTED ON
ONE -LINE DIAGRAM.
NOTE: ALL GROUNDING CONDUCTORS SHALL BE SIZED
PER NEC 250.66
#6 CU. E.G. UNDERGROUND METAL
3/4" x 20' COPPER WATER PIPE
CLAD GROUND
RODS. \ CONCRETE -ENCASED
ELECTRODE
' , f
i. 4• •
GROUND RING SEE NOTE #5
1. GROUND ELECTRODE CONDUCTOR(S) SHALL BE PROTECTED AS REQUIRED BY NFPA 70 250.64.
2. AFTER GROUNDING SYSTEM IS INSTALLED, GROUND RESISTANCE SHALL BE MEASURED, TO ASSURE
THAT GROUND VALUE OF 25 OHM MAXIMUM RESISTANCE IS ACHIEVED. IF NOT, ADDITIONAL GROUNDING
SHALL BE PROVIDED TO MEET THE SPECIFIED VALUE.
3. ALL CONNECTIONS TO GROUND RODS SHALL BE EXOTHERMIC WELD CONNECTIONS. IF
CONNECTIONS WILL REMAIN ACCESSIBLE, ACORN STYE GROUNDING CLAMPS MAY BE
USED.
4. GROUND CONDUCTOR SHALL BE LOCATED WITHIN OR NEAR BOTTOM OF CONCRETE FOUNDATION OR
FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH, AND SHALL CONSIST OF AT LEAST 20 FEET OF
ONE OR MORE STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 1/2 INCH DIAMETER, OR OF AT
LEAST 20 FEET OF BARE COPPER CONDUCTOR.
5. OPTIONAL- IF 25 OHMS OR LESS (PER NEC 250) CANNOT BE ACHIEVED BY THE METHODS
ABOVE THEN A GROUND RING ENCIRCLING THE BUILDING OR STRUCTURE, IN DIRECT
CONTACT WITH EARTH, CONSISTING OF AT LEAST (20 FT.) OF BARE COPPER CONDUCTOR
NOT SMALLER THAN 2 AWG SHALL BE INSTALLED, PER NEC ARTICLE -250.52(A)(4),.
1
GROUNDING ELECTRODE C ODE CONDUCTOR DETAIL
NTS
METER NOTE: SMART BREAKER PANEL NOTES:
1. CONTRACTOR SHALL COORDINATE EXACT PANELS 'A' & W ARE TO BE SQUARE D POWERLINK G3 SERIES PANELBOARD, OF
REQUIREMENTS FOR METERING EQUIPMENT TYPES ADEQUATE FAULT RATING AND MEETING THE SPECIFICATIONS BELOW:
AND SYSTEM TOPOLOGY WITH THE LATEST STANDARDS
OF THE LOCAL ELECTRIC UTLILITY PRIOR TO ORDERING PANEL'B':
NEW AND INSTALLATION OF EQUIPMENT. 120/208V
1000 LEVEL MASTER WITH DISPLAY
112.5 KVA LEFT AND RIGHT CONTROL BUS CAPABLE OF 42 POLES TOTAL.
STEP-DOWN PROVIDE WITH (42) CONTROLLED POWERLINK BREAKERS OF ADEQUATE FAULT RATING
XFMR (TX -1) PER CALCULATIONS.
PANEL W:
277/480V
1000 LEVEL SLAVE ID SELECTOR
LEFT AND RIGHT CONTROL BUS, CAPABLE OF (42) POLES TOTAL.
PROVIDE WITH (15) SINGLE POLE POWERLINK BREAKERS AND (10) ECB-G3EL
EMERGENCY POWERLINK BREAKERS OF ADEQUATE FAULT RATING PER CALCULATIONS.
M
400Ai i i i
400A 120/208V
208hOOA
NEW
ULTA
I
r---- ----- i
INTERIOR
2 SETS (4) #3/0 AWG, (1) #2 GROUND, (1) #2
EXISTING
I
-- --� I
PANEL MS
Oi
i
i 800A i
400A i EXISTING I
i 277/480V
3
IMETERINGI 1
3PH 4W
400A i AND i 1
i 800A MCB
NEW 400A 77
CT'S
C
r -
(1).>
CT CABINET
3PH FEED BRK� I
277/480V
(4) #3/0 AWG, (1) #6 GROUND, (1) #6 ISOLATED
GROUND, IN 2-1/2" CONDUIT.
L ---- ---J
U
u�
------ J I
w
WP
I
----I----,
W
i
U
120/208V
i EXISTING
i
i 350A MCB i i FROM PNL DP i
3PH 4W
XF,R }
3PH 4W
i 112.5 KVA i
1
i STEO DOWN
3PH 4W
L---------�
1
--
(3) #2/0 AWG, (1) #6 GROUND, IN 1-1/2" CONDUIT.
100A BUS
CL
I
(1) #2 AWG GROUND, IN 3/4" CONDUIT. SEE DETAIL
ELECTRIC
METER � [07
BASE NEUTRAL SERVICE
BUS DISCONNECT
r—i EQUIPMENT
GEC SHALL BE BONDED TO METER BASE UNCUT,
CONTINUOUS TO SERVICE DISCONNECT OR IN
BUILDING COMPLIANCE WITH NFPA 70 250.64 (C)
STEEL
USE # 3/0 FOR ALL GROUNDING ELECTRODE
CONDUCTORS UNLESS OTHERWISE NOTED ON
ONE -LINE DIAGRAM.
NOTE: ALL GROUNDING CONDUCTORS SHALL BE SIZED
PER NEC 250.66
#6 CU. E.G. UNDERGROUND METAL
3/4" x 20' COPPER WATER PIPE
CLAD GROUND
RODS. \ CONCRETE -ENCASED
ELECTRODE
' , f
i. 4• •
GROUND RING SEE NOTE #5
1. GROUND ELECTRODE CONDUCTOR(S) SHALL BE PROTECTED AS REQUIRED BY NFPA 70 250.64.
2. AFTER GROUNDING SYSTEM IS INSTALLED, GROUND RESISTANCE SHALL BE MEASURED, TO ASSURE
THAT GROUND VALUE OF 25 OHM MAXIMUM RESISTANCE IS ACHIEVED. IF NOT, ADDITIONAL GROUNDING
SHALL BE PROVIDED TO MEET THE SPECIFIED VALUE.
3. ALL CONNECTIONS TO GROUND RODS SHALL BE EXOTHERMIC WELD CONNECTIONS. IF
CONNECTIONS WILL REMAIN ACCESSIBLE, ACORN STYE GROUNDING CLAMPS MAY BE
USED.
4. GROUND CONDUCTOR SHALL BE LOCATED WITHIN OR NEAR BOTTOM OF CONCRETE FOUNDATION OR
FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH, AND SHALL CONSIST OF AT LEAST 20 FEET OF
ONE OR MORE STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 1/2 INCH DIAMETER, OR OF AT
LEAST 20 FEET OF BARE COPPER CONDUCTOR.
5. OPTIONAL- IF 25 OHMS OR LESS (PER NEC 250) CANNOT BE ACHIEVED BY THE METHODS
ABOVE THEN A GROUND RING ENCIRCLING THE BUILDING OR STRUCTURE, IN DIRECT
CONTACT WITH EARTH, CONSISTING OF AT LEAST (20 FT.) OF BARE COPPER CONDUCTOR
NOT SMALLER THAN 2 AWG SHALL BE INSTALLED, PER NEC ARTICLE -250.52(A)(4),.
1
GROUNDING ELECTRODE C ODE CONDUCTOR DETAIL
NTS
METER NOTE: SMART BREAKER PANEL NOTES:
1. CONTRACTOR SHALL COORDINATE EXACT PANELS 'A' & W ARE TO BE SQUARE D POWERLINK G3 SERIES PANELBOARD, OF
REQUIREMENTS FOR METERING EQUIPMENT TYPES ADEQUATE FAULT RATING AND MEETING THE SPECIFICATIONS BELOW:
AND SYSTEM TOPOLOGY WITH THE LATEST STANDARDS
OF THE LOCAL ELECTRIC UTLILITY PRIOR TO ORDERING PANEL'B':
NEW AND INSTALLATION OF EQUIPMENT. 120/208V
1000 LEVEL MASTER WITH DISPLAY
112.5 KVA LEFT AND RIGHT CONTROL BUS CAPABLE OF 42 POLES TOTAL.
STEP-DOWN PROVIDE WITH (42) CONTROLLED POWERLINK BREAKERS OF ADEQUATE FAULT RATING
XFMR (TX -1) PER CALCULATIONS.
PANEL W:
277/480V
1000 LEVEL SLAVE ID SELECTOR
LEFT AND RIGHT CONTROL BUS, CAPABLE OF (42) POLES TOTAL.
PROVIDE WITH (15) SINGLE POLE POWERLINK BREAKERS AND (10) ECB-G3EL
EMERGENCY POWERLINK BREAKERS OF ADEQUATE FAULT RATING PER CALCULATIONS.
M
400Ai i i i
400A 120/208V
208hOOA
NEW
ULTA
NEWp
NEW NEMA 3R, 3PH 4 WIRE, 400A CT CABINET.
INTERIOR
2 SETS (4) #3/0 AWG, (1) #2 GROUND, (1) #2
NEW
I
NEW
ISOLATED GROUND, IN 2-1/2 CONDUIT.
NEW
CABINET AND METER. ELECTRICAL CONTRACTOR
1 08V i i3PH-4Wi
PANEL"HDP"
EXISTING i i PANEL LC
S PANEL A
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PANEL LDP��
PANEL
DP 125A
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PANEL C��
ELECTRIC
METER � [07
BASE NEUTRAL SERVICE
BUS DISCONNECT
r—i EQUIPMENT
GEC SHALL BE BONDED TO METER BASE UNCUT,
CONTINUOUS TO SERVICE DISCONNECT OR IN
BUILDING COMPLIANCE WITH NFPA 70 250.64 (C)
STEEL
USE # 3/0 FOR ALL GROUNDING ELECTRODE
CONDUCTORS UNLESS OTHERWISE NOTED ON
ONE -LINE DIAGRAM.
NOTE: ALL GROUNDING CONDUCTORS SHALL BE SIZED
PER NEC 250.66
#6 CU. E.G. UNDERGROUND METAL
3/4" x 20' COPPER WATER PIPE
CLAD GROUND
RODS. \ CONCRETE -ENCASED
ELECTRODE
' , f
i. 4• •
GROUND RING SEE NOTE #5
1. GROUND ELECTRODE CONDUCTOR(S) SHALL BE PROTECTED AS REQUIRED BY NFPA 70 250.64.
2. AFTER GROUNDING SYSTEM IS INSTALLED, GROUND RESISTANCE SHALL BE MEASURED, TO ASSURE
THAT GROUND VALUE OF 25 OHM MAXIMUM RESISTANCE IS ACHIEVED. IF NOT, ADDITIONAL GROUNDING
SHALL BE PROVIDED TO MEET THE SPECIFIED VALUE.
3. ALL CONNECTIONS TO GROUND RODS SHALL BE EXOTHERMIC WELD CONNECTIONS. IF
CONNECTIONS WILL REMAIN ACCESSIBLE, ACORN STYE GROUNDING CLAMPS MAY BE
USED.
4. GROUND CONDUCTOR SHALL BE LOCATED WITHIN OR NEAR BOTTOM OF CONCRETE FOUNDATION OR
FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH, AND SHALL CONSIST OF AT LEAST 20 FEET OF
ONE OR MORE STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 1/2 INCH DIAMETER, OR OF AT
LEAST 20 FEET OF BARE COPPER CONDUCTOR.
5. OPTIONAL- IF 25 OHMS OR LESS (PER NEC 250) CANNOT BE ACHIEVED BY THE METHODS
ABOVE THEN A GROUND RING ENCIRCLING THE BUILDING OR STRUCTURE, IN DIRECT
CONTACT WITH EARTH, CONSISTING OF AT LEAST (20 FT.) OF BARE COPPER CONDUCTOR
NOT SMALLER THAN 2 AWG SHALL BE INSTALLED, PER NEC ARTICLE -250.52(A)(4),.
1
GROUNDING ELECTRODE C ODE CONDUCTOR DETAIL
NTS
METER NOTE: SMART BREAKER PANEL NOTES:
1. CONTRACTOR SHALL COORDINATE EXACT PANELS 'A' & W ARE TO BE SQUARE D POWERLINK G3 SERIES PANELBOARD, OF
REQUIREMENTS FOR METERING EQUIPMENT TYPES ADEQUATE FAULT RATING AND MEETING THE SPECIFICATIONS BELOW:
AND SYSTEM TOPOLOGY WITH THE LATEST STANDARDS
OF THE LOCAL ELECTRIC UTLILITY PRIOR TO ORDERING PANEL'B':
NEW AND INSTALLATION OF EQUIPMENT. 120/208V
1000 LEVEL MASTER WITH DISPLAY
112.5 KVA LEFT AND RIGHT CONTROL BUS CAPABLE OF 42 POLES TOTAL.
STEP-DOWN PROVIDE WITH (42) CONTROLLED POWERLINK BREAKERS OF ADEQUATE FAULT RATING
XFMR (TX -1) PER CALCULATIONS.
PANEL W:
277/480V
1000 LEVEL SLAVE ID SELECTOR
LEFT AND RIGHT CONTROL BUS, CAPABLE OF (42) POLES TOTAL.
PROVIDE WITH (15) SINGLE POLE POWERLINK BREAKERS AND (10) ECB-G3EL
EMERGENCY POWERLINK BREAKERS OF ADEQUATE FAULT RATING PER CALCULATIONS.
M
400Ai i i i
400A 120/208V
208hOOA
NEW
NEWp
NEW NEMA 3R, 3PH 4 WIRE, 400A CT CABINET.
NEW
2 SETS (4) #3/0 AWG, (1) #2 GROUND, (1) #2
NEW
ELECTRICAL CONTRACTOR TO REMOVE EXISTING
NEW
ISOLATED GROUND, IN 2-1/2 CONDUIT.
NEW
CABINET AND METER. ELECTRICAL CONTRACTOR
1 08V i i3PH-4Wi
PANEL"HDP"
4_0
S PANEL A
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PANEL LDP��
PANEL B��
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PANEL C��
C
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3PH FEED BRK� I
277/480V
(4) #3/0 AWG, (1) #6 GROUND, (1) #6 ISOLATED
GROUND, IN 2-1/2" CONDUIT.
277/480V
U
u�
120/208V
w
120/208V
FUSED AT 400A.
120/208V
W
i
U
120/208V
(4) #600 KCMIL IN 4" CONDUIT.
i
i 350A MCB i i FROM PNL DP i
3PH 4W
3PH 4W
3PH 4W
3PH 4W
3PH 4W
3PH 4W
400A BUS
(3) #2/0 AWG, (1) #6 GROUND, IN 1-1/2" CONDUIT.
100A BUS
CL
400A BUS
(1) #2 AWG GROUND, IN 3/4" CONDUIT. SEE DETAIL
225A BUS
v
225A BUS
1, THIS SHEET.
225A BUS
400A MCB
100A MLO
400A MCB
200A MLO
200A MLO
200A MLO
L ---------J I ----------J I
EQUIPMENT
GROUNDING
BUS
POWER RISER NOTES:
N
0
NEW NEMA 3R, 3PH 4 WIRE, 400A CT CABINET.
-1-J
2 SETS (4) #3/0 AWG, (1) #2 GROUND, (1) #2
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ELECTRICAL CONTRACTOR TO REMOVE EXISTING
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ISOLATED GROUND, IN 2-1/2 CONDUIT.
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CABINET AND METER. ELECTRICAL CONTRACTOR
4_0
TO VERIFY EXISTING CONDITIONS PRIOR TO BID/
c
W
(4) #3/0 AWG, (1) #6 GROUND, IN 2" CONDUIT.
NN�
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INSTALLATION.
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GROUND, IN 2-1/2" CONDUIT.
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FUSED AT 400A.
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(4) #600 KCMIL IN 4" CONDUIT.
0
(3) #600 KCMIL, (1) #3 GROUND, IN 4" CONDUIT.
(1) #1/0 AWG GROUND. SEE DETAIL 1, THIS SHEET.
(4) #3 AWG, (1) #8 GROUND, IN 1-1/4" CONDUIT.
(3) #2/0 AWG, (1) #6 GROUND, IN 1-1/2" CONDUIT.
CL
(1) #2 AWG GROUND, IN 3/4" CONDUIT. SEE DETAIL
v
1, THIS SHEET.
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ELECTRICAL SPECIFICATIONS
SPECIFICATIONS HAVE BEEN WRITTEN WITH THE INTENT OF VARIOUS EQUIPMENT
BEING INSTALLED. NOT ALL EQUIPMENT MAY BE REQUIRED ON THIS PROJECT.
REVIEW POWER, LIGHTING PLANS AND DETAILS FOR ITEMS AND/OR EQUIPMENT
THAT WILL APPLY TO THIS PROJECT.
S. ; ,rA.
0
REFERENCES
POSSIBLE. BUT NOT LESS THAN V-0" ABOVE HUNG CEILINGS.
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RATINGS
LLI
UTILIZE THE FOLLOWING ABBREVIATIONS AND DEFINITIONS FOR DISCERNMENT WITHIN THE DRAWINGS AND SPECIFICATIONS.
SUPPORT RACEWAYS AT INTERVALS NO GREATER THAN TEN (10) FEET AND WITH ONE SUPPORT WITHIN THREE (3) FEET OF EACH COUPLING, BOX, FITTING, OR OUTLET BOX. PROVIDE
1. THE ASSEMBLY SHALL BE RATED TO WITHSTAND MECHANICAL FORCES EXERTED DURING SHORT CIRCUIT CONDITIONS WHEN CONNECTED DIRECTLY TO A POWER SOURCE HAVING
I
U
2
-'asEc
I- (A Cn
ONE SUPPORT WITHIN THREE (3) FEET OF EACH ELBOW OR BEND.
AVAILABLE FAULT CURRENT AS SHOWN ON THE DRAWINGS.
V
1
NEC NATIONAL ELECTRICAL CODE
0
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OSHA OCCUPATIONAL SAFETY AND HEALTH ACT
OUTLET, JUNCTION, AND PULL BOXES
ENCLOSURES
V r
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
0-
1. PROVIDE NEMA 1 ENCLOSURES WHERE LOCATED INDOORS IN DRY LOCATIONS.
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
CAST TYPE CONDUIT BOXES, OUTLET BODIES AND FITTINGS
2. PROVIDE NEMA 3R ENCLOSURES WHERE LOCATED OUTDOORS AND LOCATIONS SUBJECT TO THE ELEMENTS.
U 3
ASA AMERICAN STANDARDS ASSOCIATION
1. PROVIDE SURFACE MOUNTED OUTLET AND JUNCTION BOXES IN INDOOR LOCATIONS WHERE EXPOSED TO MOISTURE AND IN OUTDOOR LOCATIONS.
IEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS
2. USE FERROUS ALLOY BOXES AND CONDUIT BODIES WITH RIGID STEEL OR IMC.
FINISH
NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION
3. COVERS: CAST OR SHEET METAL UNLESS OTHERWISE REQUIRED.
1. ALL EXTERIOR AND INTERIOR STEEL SURFACES OF THE SWITCHBOARD SHALL BE PROPERLY CLEANED AND PROVIDED WITH A RUST -INHIBITING PHOSPHATIZED COATING. COLOR
UL UNDERWRITERS' LABORATORIES, INC.
4. TAPERED THREADS FOR HUBS,
AND FINISH OF INDOOR SWITCHBOARDS SHALL BE ANSI 61 LIGHT GRAY.
R
IES ILLUMINATING ENGINEERING SOCIETY
GALVANIZED PRESSED STEEL OUTLET BOXES
2. OUTDOOR SWITCHBOARD SHALL BE PAINTED TO MATCH THE BUILDING.
ICEA INSULATED CABLE ENGINEERS ASSOCIATION
1. GENERAL
a
ASTM AMERICAN SOCIETY OF TESTING MATERIALS Ia)
PRESSED STEEL, GALVANIZED OR CADMIUM -PLATED, MINIMUM OF FOUR (4") INCHES, OCTAGONAL OR SQUARE, WITH GALVANIZED COVER OR EXTENSION RING AS REQUIRED.
SECTION 16450
o
ETL ELECTRICAL TESTING LABORATORIES, INC.
2. SWITCH AND RECEPTACLE BOX, INDOORS
GROUNDING
CBM CERTIFIED BALLAST MANUFACTURERS
a) NOMINAL FOUR (4") INCH SQUARE, 1-10 OR 2-1/8' DEEP AS REQUIRED, WITH RAISED COVER UNLESS OTHERWISE INDICATED ON DRAWINGS. GANGABLE BOXES SHALL NOT BE
EIA ELECTRONIC INDUSTRIES ASSOCIATION
USED.
3. TELEPHONE OUTLET BOX, INDOORS
SUBMITTALS
SECTION 16010
a) NOMINAL FOUR (4") INCH SQUARE, 2-1/8" DEEP, WITH RAISED COVER UNLESS OTHERWISE INDICATED ON DRAWINGS, GANGABLE BOXES SHALL NOT BE USED,
1. SUBMIT TEST REPORTS CERTIFYING RESISTANCE VALUES FOR BURIED OR DRIVEN GROUNDS AND WATER PIPE GROUNDS.
4. LIGHTING FIXTURE BOX
GENERAL PROVISIONS
a) FOUR (4') INCH OCTAGON WITH 318" FIXTURE STUD,
PRODUCTS MATERIALS
b) FOR SUSPENDED CEILING WORK, FOUR (4') INCH OCTAGON WITH REMOVABLE BACKPLATE WHERE REQUIRED, AND TWO (2) PARALLEL BARS FOR SECURING TO THE
1.GROUND CABLES: GREEN COLOR CODED, INSULATED, ANNEALED STRANDED TINNED COPPER WIRE AS INDICATED ON DRAWINGS.
THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO PROVIDE A COMPLETE WORKING SYSTEM READY FOR THE OWNER'S OPERATION. ANY ITEM NOT SPECIFICALLY SHOWN ON THE
CROSS -FURRING CHANNELS AND EXTEND FLEXIBLE CONDUIT TO EACH FIXTURE.
2. GROUND RODS:
DRAWINGS OR CALLED FOR IN THE SPEC'S BUT IS NORMALLY REQUIRED TO CONFORM WITH THE INTENT, ARE TO BE CONSIDERED A PART OF THE CONTRACT.
5. PLUG ANY OPEN KNOCKOUTS NOT UTILIZED.
a) COPPER -CLAD STEEL FABRICATED BY MOLTEN WELDING PROCESS.
b) DIAMETER: 518 INCH. USE 3/4 INCH FOR ROCKY SOIL.
THE INTENT OF THESE DRAWINGS IS NOT TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION, THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ELECTRICAL EQUIPMENT
BACK-TO-BACK OUTLETS IN THE SAME WALL, OR "THRU-WALL" TYPE BOXES ARE NOT PERMITTED. PROVIDE TWELVE (121 INCHES (MINIMUM) SPACING FOR OUTLETS SHOWN ON OPPOSITE
c) LENGTH: 10 FEET.
AND ITEMS FOR A COMPLETE ELECTRICAL SYSTEM. IF THE CONTRACTOR HAS QUESTIONS, OR IN THEIR OPINION FINDS OMISSIONS OR ERRORS ON THE ELECTRICAL DRAWINGS, IT IS
SIDES OF A COMMON WALL TO MINIMIZE SOUND TRANSMISSION. PROVIDE TWENTY FOUR (24") INCH (MINIMUM) HORIZONTAL SPACING FOR OUTLETS SHOWN ON OPPOSITE SIDES OF A
THEIR RESPONSIBILITY TO BRING IT TO THE ATTENTION OF THE ELECTRICAL ENGINEERIARCHITECT IMMEDIATELY. IF CONTRACTOR PROCEEDS WITH ANY CHANGES TO THE CONTRACT
FIRE RATED WALL TO MAINTAIN FIRE RATING. FBC 2007 712.3.2. ALL ELECTRICAL CONDUCTORS SHALL BE INSTALLED IN AN APPROVED RACEWAY, EMT, IMC, RIGID GALVANIZED CONDUIT
GENERAL
DOCUMENTS WITHOUT WRITTEN PRIOR APPROVAL FROM THE ELECTRICAL ENGINEERIARCHITECT THE CONTRACTOR WILL NOT BE COMPENSATED.
OR SCHEDULE 40 PVC. THERE SHALL BE NO TYPE NM, MC, ELECTRICAL NON-METALLIC TUBING, AND FLEXIBLE METAL CONDUIT USED FOR BRANCH CIRCUITING. MAXIMUM NUMBER OF
1. ALL GROUND WIRES AND BONDING JUMPERS SHALL BE STRANDED COPPER INSTALLED IN CONDUIT, ALL GROUND WIRES SHALL BE WITHOUT JOINTS AND SPLICES OVER ITS ENTIRE
120V CIRCUITS ALLOWED IN A COMMON CONDUIT SHALL BE SIX (6). THE CONTRACTOR SHALL STRICTLY CONFORM TO THE NEC REQUIREMENTS OF DERATING FOR CONDUCTOR AMPACITY
LENGTH.
ALL MATERIALS USED SHALL BE LISTED AND LABELED PROVIDED A STANDARD HAS BEEN ESTABLISHED FOR THE MATERIAL BEING USED. INSTALLATION OF EQUIPMENT AND MATERIALS
AND CONDUIT FILL. NO CONDUITS SHALL BE INSTALLED EXPOSED ON ROOF.
2. THE SYSTEM NEUTRAL SHALL BE GROUNDED AT THE SERVICE ENTRANCE ONLY, AND KEPT ISOLATED FOR GROUNDING SYSTEMS THROUGHOUT THE BUILDING.
SHALL CONFORM WITH THE LATEST EDITIONS (LION) OF THE LOCAL CODES AND ORDINANCES OF THE BUILDING DEPARTMENT, THE SERVING UTILITY COMPANIES, NEPA, NATIONAL
3. EACH SYSTEM OF CONTINUOUS METALLIC PIPING AND DUCTWORK SHALL BE GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE,
ELECTRIC CODES AND ORDINANCES, INCLUDING ALL AMENDMENTS TO THE NEC EQUIPMENT, AND WHERE APPLICABLE, SHALL BE LISTED AND LABELED. THE WORKMANSHIP AND QUALITY
SECTION 16120
4. MECHANICAL EQUIPMENT SHALL BE BONDED TO THE BUILDING DQUIPMENT GROUNDING SYSTEM. THIS SHALL INCLUDE BUT 15 NOT LIMITED TO, FANS, PUMPS, CHILLERS, ETC.
ESTABLISHED BY THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE REDUCED BY THE ABOVE MENTIONED CODES.
WIRE AND CABLE
5. PVC CONDUITS AND PORTIONS OF METALLIC PIPING AND DUCT SYSTEMS WHICH ARE ISOLATED BY FLEXIBLE CONNECTIONS, INSULATED COUPLINGS, ETC., SHALL BE BONDED TO
THE EQUIPMENT GROUND WITH A FLEXIBLE BONDING JUMPER, OR SEPARATE GROUNDING CONDUCTOR,
ALL EQUIPMENT SHALL BE EQUAL TO OR EXCEED THE MINIMUM REQUIREMENTS OF NEMA, IEEE, AND UL. SHOULD ANY CHANGE TO THE DRAWINGS OR SPECIFICATIONS BE REQUIRED TO
COMPLY WITH GOVERNMENTAL REGULATIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECTIENGINEER PRIOR TO ANY SUCH WORK BEING EXECUTED.
PRODUCTS
SEPARATELY DERIVED SYSTEMS
1. EQUIPMENT GROUNDING CONDUCTORS SHALL BE PROVIDED FOR SEPARATELY DERIVED SYSTEMS AND SHALL BE GROUNDED TO BUILDING STEEL, COLD WATER PIPES, ETC., OR AN
ALL LOCAL FEES, PERMITS, AND REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY OF PROPERTY DAMAGE OR THE DURATION OF THE WORK, AND SERVICES OF
CONDUCTOR
ALTERNATE GROUNDING MEANS. .
INSPECTION AND TESTING AUTHORITIES SHALL BE OBTAINED AND PAID FOR BY THE CONTRACTOR. THE CONTRACTOR SHALL INCLUDE IN HIS BID ANY COSTS TO BE INCURRED RELATIVE
1. ELECTRICAL GRADE ANNEALED COPPER, TINNED IF RUBBER INSULATED, AND FABRICATED IN ACCORDANCE WITH ASTM STANDARDS. MINIMUM SIZE#12 FOR BRANCH CIRCUITS AND
2. A SEPARATE, GREEN TYPE THW COPPER GROUND CONDUCTOR SHALL BE RUN FROM GROUND LUG OF EACH GROUNDED RECEPTACLE TO AN APPROVED CONNECTION INSIDE THE
TO POWER SERVICE (PRIMARY AND/OR SECONDARY) AND TELEPHONE SERVICE. CONTRACTOR SHALL COOPERATE FULLY WITH THE LOCAL COMPANIES WITH RESPECT TO THEIR
#14 FOR CONTROL WIRING.
ENCLOSING STEEL OUTLET BOX. DEVICE MOUNTING SCREWS SHALL NOT BE CONSIDERED AN APPROVED GROUND.
SERVICES.
2. THE CONDUCTORS ILLUSTRATED ON THE DRAWINGS ARE COPPER.
3. A SEPARATE GROUND CONDUCTOR SHALL BE INSTALLED IN EVERY CONDUIT AND RACEWAY AND SECURELY BONDED IN AS APPROVED GROUNDING TERMINAL AT BOTH ENDS OF
STRANDING
THE RUN. THE GROUNDING CONDUCTOR SHALL BE SIZED IN ACCORDANCE WITH TABLE 250 OF THE N.E.C.. CONTRACTOR SHALL SIZE CONDUIT TO ACCOMMODATE ADDITIONAL
BIDDERS ARE TO SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK BY VISITING THE SITE AND FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS. THE
1. #12 AND #10 SOLID.
CONDUCTOR.
SUBMISSION OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED, OR FOR DIFFICULTIES
2. CABLES LARGER THAN #10, STRANDED IN ACCORDANCE WITH ASTM CLASS B STRANDING DESIGNATIONS.
ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN BY AN EXAMINATION OF THE SITE PRIOR TO THE BID WILL NOT BE ALLOWED.
3. CONTROL WIRES STRANDED IN ACCORDANCE WITH ASTM CLASS B STRANDING DESIGNATIONS
ISOLATED GROUND RECEPTACLES
INSULATED SINGLE CONDUCTORS
1. ISOLATED GROUND RECEPTACLES GROUND LUG SHALL NOT BE CONNECTED TO THE RESPECTIVE OUTLET BOXES.
ALL WORK TO BE PERFORMED IN A FIRST CLASS WORKMANLIKE MANNER, AND BE INSTALLED BY A LICENSED ELECTRICAL CONTRACTOR. CERTAIN MATERIALS WILL BE PROVIDED BY
1. TYPE THHNITHWN - FLAME RETARDANT: HEAT -RESISTANT THERMOPLASTIC INSULATION. NYLON JACKET RATED FOR 90C DRY175C WET OPERATION, USE FOR BRANCH CIRCUIT
2• PROVIDE INSULATED GROUND WIRE FOR EACH ISOLATED GROUND RECEPTACLE. GROUND WIRE SHALL SERVE ONLY THOSE RECEPTACLES WHICH ARE ISOLATED. ROUTE GROUND
OTHER TRADES. EXAMINE THE CONTRACT DOCUMENTS TO ASCERTAIN THESE REQUIREMENTS. CAREFULLY CHECK SPACE REQUIREMENTS WITH OTHER TRADES AND THE PHYSICAL
WIRING,
CONDUCTOR TOGETHER WITH PHASE AND NEUTRAL CONDUCTORS IN A COMMON RACEWAY.
CONFINES OF THE AREA TO INSURE THAT ALL MATERIAL CAN BE INSTALLED IN THE SPACES ALLOTTED THERETO INCLUDING FINISHED SUSPENDED CEILINGS, MAKE MODIFICATIONS
2. USE TYPE THHNITHWN OR RHW OR XHHW, RATED FOR 90 C, FOR FEEDER CIRCUITS.
3. TERMINATE ISOLATED GROUND WIRE AT THE GROUND FROM THE SEPARATELY DERIVED SYSTEM SERVING THE RECEPTACLES.
THERETO A5 REQUIRED AND APPROVED.
COLOR CODING
1. PROVIDE CONSISTENT COLOR CODING OF ALL CIRCUITS AS FOLLOWS:
GROUND CONDUCTORS
TRANSMIT TO OTHER TRADES ALL INFORMATION REQUIRED FOR WORK TO BE PROVIDED UNDER THEIR RESPECTIVE SECTIONS IN AMPLE TIME FOR INSTALLATION. THE CONTRACTOR
a) 120/208 VOLTS CODE
1, SIZE AS SHOWN ON DRAWINGS OR AS REQUIRED BY NATIONAL ELECTRICAL CODE.
SHALL ORDER THE PROGRESS OF HIS WORK TO CONFORM TO THE PROGRESS OF THE WORK OF THE OTHER TRADES AND SHALL COMPLETE THE ENTIRE INSTALLATION AS SOON AS THE
1) PHASE A - BLACK
CONDITIONS OF THE BUILDING WILL PERMIT. ANY COST RESULTING FROM THE DEFECTIVE OF ILL-TIMED WORK PERFORMED UNDER THIS SECTION SHALL BE BORNE BY THE CONTRACTOR,
ii) PHASE B - RED
SECTION 16470
iii) PHASE C -BLUE
PAN ELBOARDS
ANY CORRECTIONS OF DEFECTS TO BE COMPLETED BY CONTRACTOR WITHOUT ADDITIONAL CHARGE AND TO INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE
iv) NEUTRAL -WHITE
INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY.
v) GROUND - GREEN
b) 277/480 VOLT CODE
GENERAL
THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR THE SHIPPING AND STORING OF ALL PRODUCTS AND MATERIALS IN A MANNER THAT WILL PROTECT THEM FROM DAMAGE AND
1) PHASE A - BROWN
1. ALL SWITCHGEAR, PANELS, STARTERS, CONTACTORS ETC., SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER, THE SYSTEM DESIGN IS BASED ON SQUARE "D"; HOWEVER,
WEATHER. IF ITEMS ARE DAMAGED, TAKE IMMEDIATE STEPS TO OBTAIN REPLACEMENT OR REPAIR, ANY SUCH REPAIRS SHALL BE SUBJECT TO REVIEW AND ACCEPTANCE OF THE
ii) PHASE B - ORANGE
COMPARABLE EQUIPMENT BY G.E., & SEIMENS ONLY WILL BE ACCEPTABLE ALTERNATES. TANDEM AND HALF -SPACE CIRCUIT BREAKERS SHALL NOT BE USED.
ARCHITECTIENGINEER.
iii) PHASE C - YELLOW
2. ALL ELECTRICAL PANELS INDICATED ON THESE DRAWINGS ARE DESIGNED AND SERIES RATED, AS PER SQUARE -D" SPECIFICATIONS. IF AN ALTERNATE MANUFACTURER IS
iv) NEUTRAL -WHITE
SUBSTITUTED, IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROPERLY SERIES RATE ALL PANELS.
CONTRACTOR SHALL STORE MATERIALS IN SUITABLE SHELTER FROM THE ELEMENTS, BUT READILY ACCESSIBLY FOR INSPECTION BY THE ARCHITECTIENGINEER UNTIL INSTALLED.
v) GROUND •GREEN
3. TYPEWRITTEN CIRCUIT INDEX SHALL BE AFFIXED TO INSIDE SURFACE OF EACH PANELBOARD DOOR, CLEARLY INDICATING AREA AND TYPE OF LOAD SERVED BY EACH BRANCH
STORE ALL ITEMS SUBJECT TO MOISTURE DAMAGE IN DRY, HEATED SPACES.
2. COLOR -CODE WIRING FOR CONTROL SYSTEMS INSTALLED IN CONJUNCTION WITH MECHANICAL AND/OR MISCELLANEOUS EQUIPMENT IN ACCORDANCE WITH THE
CIRCUIT PROTECTIVE DEVICE, INCLUDING SPARES. HAND PRINTED WILL NOT BE ACCEPTED.
WIRING DIAGRAMS FURNISHED WITH THE EQUIPMENT. FACTORY COLOR CODE WIRE NUMBER 6 AND SMALLER. WIRE NUMBER 4 AND LARGER MAY BE COLOR CODED BY COLOR
4. ENGRAVED, LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL PANELS AND SWITCHGEAR. PLATES SHALL BE AFFIXED TO FRONT OF
PROVIDE SUPPORTS, HANGERS AND AUXILIARY STRUCTURAL MEMBERS REQUIRED FOR SUPPORT OF THE WORK. FURNISH AND SET ALL SLEEVES FOR PASSAGE OF RACEWAYS
TAPPING OF THE ENTIRE LENGTH OF THE EXPOSED ENDS.
PANELS, INDICATING PANEL NAME, VOLTAGE AND AMPERAGE.
THROUGH STRUCTURAL. MASONRY AND CONCRETE WALLS OF FLOORS AND ELSEWHERE AS WILL BE REQUIRED FOR THE PROPER PROTECTION OF EACH RACEWAY PASSING THROUGH
BUILDING SURFACES.
CONNECTORS
EXECUTION
1. MAKE CONNECTIONS, SPLICES, AND TAPS AND JOINTS WITH SOLDERLESS DEVICES, MECHANICALLY AND ELECTRICALLY SECURE. PROTECT EXPOSED WIRES AND CONNECTING
IF WALL MOUNTED EQUIPMENT IS TO BE SECURED TO WALLS THE USE OF STEEL BOLTS ARE TO BE USED TO MAINTAIN AT LEAST V AIR SPACE BETWEEN EQUIPMENT AND SUPPORTING
DEVICES WITH ELECTRICAL TAPE OR INSULATION TO PROVIDE PROTECTION NOT LESS THAN THAT OF THE CONDUCTOR.
INSTALLATION
WALL. GROUPS OF EQUIPMENT MAY BE MOUNTED ON ADEQUATELY SIZED STEEL ANGLES, CHANNELS, OR BARS. PREFABRICATED STEEL CHANNELS PROVIDING A HIGH DEGREE OF
. ...... 2. ELECTRICAL TAPE SHALL BESPECIF.ICALLY DESIGNED FOR USE AS INSULATING TAPE..SUP R 33+ S T
EE CO CH.VINYL ELECTRICAL TAPE.AS MANUFACTURED BY 3M SHALL BE EQUAL
1. MOUNT ALL PANELS AT A MAXIMUM HEIGHT OF 6 FEET 6 INCHES TO TOP UNLESS OTHERWISE NOTED.
:.
MOUNTING FLEXIBILITY, SUCH AS THOSE MANUFACTURED BYGLOB-STRUTT, KINDORF, AND UNISTRUT, MAYBE USED FOR MOUNTING GROUPS OF EQUIPMENT.
3. USE LUBRICANT WHERE THE POSSIBILITY OF DAMAGE TO CONDUCTORS EXISTS. USE ONLY A LUBRICANT APPROVED BY THE CABLE MANUFACTURER AND ONE WHICH IS
_ _ _ _ __,. ...... _ ___ .. . _ ._._ .. ._. _ ..., .. _......_, .. _ _ _ _ _ . -... _ __.. _ ._ .. _
2. WHERE FLUSHED MOUNTED, THE FIRE IN _ . .. . .
U TEGI�ITY OF THE WALL IN WHICH IT IS INSTALLED MUST BE MAINTAINED. "'"
COMPATIBLE WITH CABLE AND RACEWAYS.
3. NEATLY ARRANGE BRANCH CIRCUIT WIRES AND TIE TOGETHER IN EACH GUTTER WITH THOMAS & BETTS NYLON 'TY -RAPS'. OR APPROVED EQUAL AT MINIMUM 4 INCH INTERVALS.
AN ACCURATE RECORD OF ALL DEVIATIONS SHALL BE KEPT AS TO THE WORK SHOWN ON THE DRAWINGS AND THAT WHICH IS ACTUALLY INSTALLED SO THAT A SET OF AS BUILT
4. PLUG ALL KNOCKOUTS REMOVED AND NOT UTILIZED.
DRAWINGS CAN BE MADE BY CONTRACTOR, WERE UPON COMPLETION AND ACCEPTANCE OF THE PROJECTBYTHE OWNER, A NEAT AND LEGIBLE SET OF PRINTS CAN BE DELIVERED.
EXECUTION
5. PROVIDE NAMEPLATE AND FILL OUT PANEL DIRECTORY. FOR REMODAL WORK OR CHANGES, TRACE CIRCUITS TO DETERMINE LOADS AND PROVIDE NEW UPDATED DIRECTORY,
THE N
CONTRACTOR SHALL GUARANTEE ALL MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE BY THE OWNER, EXCEPT THAT WHERE
WIRE AND CABLE
TOUCH UP AND CLEANING
GUARANTEES OR WARRANTIES FOR LONGER TERMS ARE SPECIFIED. WITHIN 24 HOURS AFTER NOTIFICATION, CORRECT ANY DEFICIENCIES THAT OCCUR DURING THE GUARANTEE
1. USE #12 AWG MINIMUM FOR BRANCH CIRCUITS WHOSE LENGTH FROM THE PANEL TO FURTHEST OUTLET DOES NOT EXCEED 100 FEET (HORIZONTAL RUN) FOR 120 -VOLT CIRCUITS
1. VACUUM ALL BACKBOXES CLEAN OF DEBRIS AFTER INSTALLATION AND PRIOR TO CONTRACT CLOSEOUT.
PERIOD AT NO ADDITIONAL COST TO THE OWNER, ALL TO THE SATISFACTION OF THE OWNER. OBTAIN SIMILAR GUARANTEES FROM SUBCONTRACTORS, MANUFACTURERS, SUPPLIERS
OR 200 FEET FOR 277 -VOLT CIRCUITS. USE #10 AWG OR LARGER FOR LONGER RUNS. 1
2. TOUCH UP SCRATCH MARKS, ETC. WITH MATCHING PAINT.
AND SUBTRADE SPECIALISTS.
2. FLASHOVER OR INSULATION VALUE OF JOINTS SHALL BE EQUAL TO THAT OF THE CONDUCTOR. PROVIDE UNDERWRITERS LABORATORIES LISTED CONNECTORS
RATED TO 600 VOLTS FOR GENERAL USE AND 1,000 VOLTS FOR USE BETWEEN BALLASTS AND LAMPS OR GASEOUS DISCHARGE FIXTURES.
SECTION 16475
THE ELECTRICAL CONTRACTOR SHALL COORDINATE AT THE SITE PRIOR TO CONSTRUCTION WITH THE LOCAL POWER COMPANY TO RELATE WORK WITH THE UTILITY COMPANY'S
3. USE TERMINATING FITTINGS, CONNECTORS, ETC., OF A TYPE SUITABLE FOR THE SPECIFIED CABLE FURNISHED. MAKE BENDS IN CABLE AT TERMINATION PRIOR TO INSTALLINGFUSES
6OOV AND LESS
RESPONSIBILITIES TO MEET THE OWNERS SCHEDULE.
COMPRESSION DEVICE. MAKE FITTINGS TIGHT.
4. EXTEND WIRE SIZING FOR THE ENTIRE LENGTH OF A CIRCUIT, FEEDER, ETC. UNLESS SPECIFICALLY NOTED OTHERWISE.
CONTRACTOR SHALL PROVIDE SUBMITTALS FOR SUBSTITUTION OF MATERIALS OR EQUIPMENT SUCH AS SITE LIGHTING, LIGHT FIXTURES, SWITCHGEAR, WIRING DEVICES, EMERGENCY
5. MC/AC TYPE CABLE IS PERMITTED FOR USE AS PER NEC.
GENERAL
GENERATOR/TRANSFER EQUIPMENT, AND ALL SYSTEMS (FIRE ALARM, SECURITY ETC.) TEN (10) DAYS PRIOR TO BID DATE (TWO COPIES) FOR ENGINEERS APPROVAL TO SUBMIT.
I
1, ALL FUSES FOR SAFETY SWITCHES SHALL BE DUAL ELEMENT, CARTRIDGE TYPE. FUSES SHALL BE THOSE MANUFACTURED BY EITHER BUSSMAN OR LITTLEFUSE, THE CONTRACTOR
ENGINEER'S APPROVAL OF THE PRIOR APPROVAL PACKAGE WILL BE CONSIDERED PRELIMINARY. FINAL APPROVAL WILL BE CONTINGENT UPON REVIEW OF FINAL SHOP DRAWINGS. ALL
GENERAL INSTALLATION
SHALL FURNISH TO THE OWNER ONE SPARE FUSE FOR EACH SIZE AND TYPE OF FUSE INSTALLED. FUSES 600 AMPS OR LESS SHALL BE CLASS RK1, TYPICAL UNLESS OTHERWISE
PROPOSED ALTERNATES MUST BE INDUSTRY STANDARD EQUALS TO THE ITEMS SPECIFIED AS THE BASIS OF DESIGN; HOWEVER, IF THE ITEMS ARE NOT CONSIDERED EQUAL BY THE
1. PROVIDE TOOLS, EQUIPMENT, AND MATERIALS TO PULL ALL WIRE AND CABLE INTO PLACE AND TO MAKE REQUIRED SPLICES AND TERMINATION,
NOTED. FUSES OVER 600 AMPS SHALL BE CLASS 1". INSTALLATION 1. FUSES SHALL NOT BE INSTALLED UNTIL EQUIPMENT IS READY TO BE ENERGIZED.
ENGINEER, IT SHALL BE DISAPPROVED FOR FINAL SUBMITTAL. IF ELECTRICAL CONTRACTORIGENERAL CONTRACTOR DOES NOT SUBMIT SHOP DRAWINGS TO THE ELECTRICAL ENGINEER
2. WIRE AND CABLE IN CONDUIT, DUCT OR WIREWAY
2. PROVIDE AND INSTALL FUSES OF PROPER TYPE, VOLTAGE AND AMPERE RATINGS FOR ALL FUSIBLE DEVICES FURNISHED.
FOR ITEMS LISTED ABOVE, ELECTRICAL ENGINEER WILL NOT BE RESPONSIBLE FOR ANY, AND OR OMISSIONS OR ERRORS DUE TO SHOP DRAWINGS NOT SUBMITTED. ALTERNATE SITE
a) UTILIZE ROLLER BEARING SWIVEL TO PREVENT TWISTING OF CABLE ENTERING CONDUIT OR DUCT.
3. LABELS
FIXTURES SHALL INCLUDE A COMPUTER GENERATED POINT-TO-POINT PHOTOMETRIC CALCULATION BASED ON THE PLANS (FIXTURE CHARACTERISTICS AND POLE PLACEMENT SHALL
b) TAKE PRECAUTIONS TO AVOID ENTRANCE OF DIRT AND WATER INTO CONDUIT AND DUCTS.
a) APPLY APPROPRIATE LABEL WITHIN EACH SWITCH, MOTOR STARTER, OR PANEL BOARD DOOR OR AT LOCATION NEXT TO FUSE CLIPS, WHERE FUSES SHALL BE FURNISHED
NOT BE ALTERED). THIS DIAGRAM SHALL SHOW COMPOSITE VALUES OF THE ILLUMINANCE PROJECTED FROM THE ARRANGEMENT OF LIGHT SOURCES AS SHOWN ON PLAN. COMPUTER
c) CLEAN EXISTING CONDUITS AND DUCTS TO REMOVE ANY PULLING COMPOUND PRIOR TO PULLING NEW CABLES.
AND INSTALLED BY THIS CONTRACTOR. FILL-IN IN INK BLANK SPACES ON LABELS FOR NON-STANDARD FUSES WITH APPROPRIATE FUSE DATA.
PLOT DIAGRAM SHALL ALSO SHOW THE LOCATIONS OF THE POLES, SPACING BETWEEN POLES, THE MOUNTING HEIGHT USED IN THE CALCULATIONS, AND THE FIXTURE CATALOG NUMBER
d) DO NOT DAMAGE CONDUCTOR INSULATION, BRAID JACKET OR SHEATH.
BEING USED.
e) DO NOT BEND CONDUCTOR TO LESS THAN MANUFACTURER'S RECOMMENDED RADUIS.
SECTION 16476
0 MAKE SPLICES ONLY IN PULL BOXES, JUNCTION BOXES AND OUTLET BOXES.
DISCONNECT SWITCHES
A COMPLETE SET OF CONTRACT DRAWINGS SHALL BE MAINTAINED AT THE JOB SITE WITH COLORED MARKINGS INDICATING PROGRESS OR WORK. THIS SET OF CONTRACT DRAWINGS IS
g) UTILIZE CABLE REELS ON JACKS FOR PULLING THROUGH PULL BOXES, DUCTS AND CONDUITS SO BENDS WILL NOT BE EXCESSIVE AND CONDUCTORS WILL NOT TOUCH
TO BE SEPARATE FROM AND IN ADDITION TO CONTRACTOR'S CONSTRUCTION SET. EVERY UNIT OF EQUIPMENT, DEVICE, CONDUIT AND WIRE IS TO BE MARKED WHEN INSTALLED. USE
SHARP EDGES; USE FEEDING TUBE WHERE REQUIRED. IGENERAL
GREEN TO INDICATE INSTALLATION AS SHOWN ON DRAWINGS AND USE RED TO INDICATED FIELD CHANGES. UPON COMPLETION OF WORK, THIS SET OF CONTRACT DRAWINGS IS TO BE
h) FOR LARGE DIAMETER CABLES, UTILIZE PROPERLY SIZED PULLING GRIPS.
TURNED OVER TO, AND BECOME PROPERTY OF THE ARCHITECTIENGINEER.
i) DO NOT EXCEED MAXIMUM RECOMMENDED PULLING TENSION OF WIRE AND CABLE,
1. DISCONNECT SWITCHES SHALL BE H.P. RATED, GENERAL DUTY, QUICK -MAKE, QUICK -BREAK TYPE, ENCLOSURES SHALL BE AS REQUIRED BY N.E.C. AND LOCATION
(WEATHERPROOF, EXPLOSIONS PROOF, ETC.). ENGRAVED LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL DISCONNECT SWITCHES,
THE OWNER RESERVES THE RIGHT TO REVISE THE DRAWINGS FROM TIME TO TIME TO INDICATE CHANGES IN THE WORK. WHEN REVISED DRAWINGS AND/OR ANY REVISIONS ARE ISSUED,
FIELD QUALITY CONTROL
CONTACTORS AND STARTERS.
THE CONTRACTOR SHALL EVALUATE THE CHANGES PROMPTLY. BEFORE INSTALLATION OF ANY ITEM OR PERFORMANCE OF THE WORK INDICATED BY THE REVISED DRAWING OR
1. TEST SYSTEM WIRING FOR CONTINUITY, GROUNDS AND SHORT CIRCUITS PRIOR TO CONNECTION OF ANY EQUIPMENT,
REVISIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IN WRITING THAT THE REVISED DRAWINGS INVOLVE AN ADDITION OR DEDUCTION OF A SPECIFIC AMOUNT OF
2. TEST FINAL EQUIPMENT CONNECTIONS FOR CONTINUITY OF GROUNDS AND SHORT CIRCUITS.
SECTION 16500
MONEY TO THE CONTRACT PRICE. THE CONTRACTOR SHALL NOT PROCEED WITH THE REVISED WORK WITHOUT PRIOR WRITTEN APPROVAL BY THE ARCHITECT/ENGINEER/OWNER OF THE
3. INSULATION RESISTANCE OF FEEDERS AND SUBFEEDERS.
LUMINAIRES AND ACCESSORIES
COST OF THE REVISED WORK.
a) TEST WITH MEGGER FOR INSULATION RESISTANCE.
b) CORRECT FAULTS AND REPLACE SECTIONS WITH FAULTY INSULATION.
PRODUCTS
ALL LOAD DATA HAS BEEN BASED ON INFORMATION GIVEN ENGINEERIARCHITECT AT THE TIME OF DESIGN. VERIFY ALL EQUIPMENT NAMEPLATE RATINGS BEFORE ORDERING.
c) DEMONSTRATE INSTALLATION IS FREE OF GROUNDS AND SHORT CIRCUITS AND THAT INSULATION RESISTANCE COMPLIES WITH ICER VALUES
4. TEST DIRECT BURIAL CABLES AFTER COMPLETION OF BACKFILLING.
FURNISH AND INSTALL DISCONNECT SWITCHES, WIRING AND CONNECTIONS ON AIR CONDITIONING SYSTEMS AS SHOWN ON PLANS. ELECTRICAL CONTRACTOR SHALL VERIFY AND-
LUMINAIRES
COORDINATE WITH MECHANICAL CONTRACTOR REGARDING SUPPLY AND INSTALLATION OF ALL REQUIRED CONTROLS.
SECTION 16140
1, ACCEPTABLE MANUFACTURERS ARE LISTED IN THE LIGHTING FIXTURE SCHEDULE SHOWN ON THE DRAWINGS.
2. THE DESIGNATIONS INDICATED ON THE LIGHTING FIXTURE SCHEDULE ARE A DESIGN SERIES REFERENCE (NOT NECESSARILY A COMPLETE CATALOG NUMBER) AND DO NOT
SECTION 16110
WIRING DEVICES I
NECESSARILY REPRESENT THE NUMBER, SIZE, VOLTAGE, WATTAGE, TYPE OF LAMP, BALLAST, FINISH TRIM, CEILING TYPE, MOUNTING HARDWARE OF SPECIAL REQUIREMENTS AS
SPECIFIED HEREINAFTER ON AS REQUIRED BY THE PARTICULAR INSTALLATION(S) AND CODE. CONTRACTOR SHALL VERIFY THESE REQUIREMENTS AND OTHER FIXTURES AS
RACEWAYS AND BOXES r I
I EXECUTION
REQUIRED TO GIVE PROPER INSTALLATION PER THE CONTRACT DOCUMENTS AND PER CODES.
BALLASTS
STANDARDS
SWITCHES
1. IT IS PREFERRED THAT ALL BALLASTS SHALL BE OF THE SAME MANUFACTURER. EVERY EFFORT SHALL BE MADE TO ELIMINATE BALLASTS FROM MULTIPLE MANUFATURERS.
1. PROVIDE SPECIFICATION GRADE, FLUSH MOUNTING, QUIET -OPERATING AC TYPE, WITH TOGGLE OPERATOR, HEAT -RESISTANT PLASTIC HOUSING AND SELF GROUNDING M,STAL
BALLASTS WITHIN LUMINAIRES OF A GIVEN TYPE MUST HOWEVER BE OF THE SAME MANUFACTURER. MULTIPLE MANUFACTURERS WILL NOT BE PERMITTED.
EXCEPT AS MODIFIED BY GOVERNING CODES AND BY THE CONTRACT DOCUMENTS, COMPLY WITH THE LATEST APPLICABLE PROVISIONS AND LATEST RECOMMENDATIONS OF THE
STRAP. SILVER OR SILVER ALLOY CONTACT. DESIGN FOR SIDE OR BACK WIRING WITH UP TO NUMBER 10 WIRE. VERIFIED BY UL TO MEET OR EXCEED FEDERAL SPECIFICATION
2. APPROVED MANUFACTURERS.
FOLLOWING:
WS -896E. USE SINGLE -POLE, DOUBLE -POLE, 3 -WAY, 4 -WAY, LIGHTED, PILOT OR KEYED TYPE, AS INDICATED ON DRAWINGS OR REQUIRED. PROVIDE IVORY COLOR UNLESS
a) GENERAL ELECTRIC
OTHERWISE NOTED.
b) MOTOROLA
1, RIGID STEEL CONDUIT
2. WHERE SWITCHES ARE INDICATED TO BE INSTALLED NEAR DOORS, CORNER WALLS, ETC. MOUNT SAME NOT LESS THAN 2- AND NOT MORE THAN 18" FROM TRIM. VERIFY EXACT
c) MAGNETEK
a) Ul. STANDARD ULA I
LOCATION WITH THE ARCHITECT.
b) A.N.S.I. 080.1
3. CAREFULLY COORDINATE THE LOCATION OF SWITCHES TO INSURE LOCATIONS AT THE STRIKE SIDE OF DOORS.
FABRICATION
c) FEDERAL SPECIFICATION WW -C -581E
4. FURNISH AND INSTALL AN ENGRAVED LEGEND FOR EACH SWITCH THAT CONTROLS EXHAUST FANS, MOTORS, EQUIPMENT SYSTEMS, ETC., NOT LOCATED WITHIN SIGHT OF THE
1. PROVIDE LUMINAIRES, COMPLETE FACTORY -ASSEMBLED AND WIRED AND EQUIPPED WITH NECESSARY SOCKETS, BALLASTS, WIRING, REFLECTORS, CHANNELS, LENSES, ETC., AND
2. INTERMEDIATE METALLIC CONDUIT (IMC)
CONTROLLING SWITCH.
DELIVER T JOB READY FOR INSTALLATION.
a) U.L. STANDARD UL -1242
b FEDERAL SPECIFICATION WW-C-581EMATERIALS
RECEPTACLES
3. ELECTRICAL METALLIC TUBING
L UNLESS OTHERWISE NOTED, MOUNT RECEPTACLE VERTICALLY WITH U -SHAPED GROUND POSITION ON BOTTOM. ALL GENERAL PURPOSE SWITCHES AND RECEPTACLES SHALL BE
1. PROVIDE BALLASTS WITH VOLTAGE CHARACTERISTICS TO MATCH THAT OF ALL RELATED CIRCUITRY INDICATED ON DRAWINGS. NO EXTRA COMPENSATION WILL BE ALLOWED FOR
a) U.L. STANDARD UL -797]
THE PRODUCT OF A SINGLE MANUFACTURER, CATALOG NUMBERS LISTED ARE LEVITON: HOWEVER, COMPARABLE DEVICES BY PASS & SEYMOUR, BRYANT, OR ARROW HART WILL
FAILURE TO PROPERLY COORDINATE BALLAST VOLTAGE WITH CIRCUITRY.
b) A.N.S.I. C80 3
BE ACCEPTED. COLOR OF DEVICES AND PLATES SHALL BE DICTATED BYARCHITECTIOWNER.
2, BALLASTS FOR CONTROL OF LAMPS IN ONE HOUSING OR FIXTURE UNIT SHALL NOT CONTROL LAMPS OF AN ADJOINING UNIT.
c) FEDERAL SPECIFICATION WW -0563
a) SWITCHES: N 201
3, GUARANTEE BALLAST FOR ONE FULL YEAR AND ONE YEAR PRORATED AS PER STANDARD MANUFACTURER'S WARRANTY AGAINST DEFECTS FOR A PERIOD OF 2 YEARS.
4. FLEXIBLE STEEL CONDUIT
b) RECEPTACLES: LEVITON #BR20-I
ES: LE ON #B
GUARANTEE TO INCLUDE REPLACING DEFECTIVE BALLAST WITH NEW BALLAST.
a) U.L. STANDARD UL -1
c) COVER PLATES: SMOOTH PLASTIC
5. LIQUID TIGHT FLEXIBLE CONDUIT
LAMPS
a) U.L. STANDARD UL -360
NOTE: ALLREQUIRED DEVICES SHALL MATCH IN COLOR AND STYLE.
1. PROVIDE A COMPLETE SET OF NEW LAMPS IN EACH FIXTURE.OTHER
6. NON-METALLIC CONDUIT (PVC)
2. UNLESS NOTED OTHERWISE LAMPS MUST CONFORM TO THE FOLLOWING:
a) U.L. STANDARD 51
GROUND FAULT INTERRUPTERS
a) FLUORESCENT: T-8, 35K COLOR.
b) A.N.S.I. STANDARD
RDFF512
1. SWAB ALL CONDUITS CLEAR OF MOISTURE
b) INCANDESCENT: "A' LAMPS TO BE INSIDE FROSTED RATED AT 130 VOLTS.
c) N.E.M.A. STANDARD TC -2
2. DO NOT COMBINE G.F.I. PROTECTED CIRCUITS WITH OTHER CIRCUITS IN SAME RACEWAY.
c) LOW VOLTAGE: MR -16.
d) FEDERAL SPECIFICATIONS GSA•FSS AND W -C -1094-A
3. LIMIT MAXIMUM NUMBER OF G.F.I. PROTECTED CIRCUITS IN ANYONE RACEWAY TO A MAXIMUM OF ONE CIRCUIT.
7. WIREWAYS AND AUXILIARY GUTTERS
4. GFCI DEVICES SHALL BE ARRANGED TO BE EASILY LOCATED
EXECUTION
a) U.L. STANDARD UL -870
a) LABEL DOWNSTREAM RECEPTACLES TO INDICATE THE GFCI LOCATION WHERE RECEPTACLES ARE MORE THAN 20' FROM THE GFCI DEVICE.
b) GFCI DEVICES LOCATED IN RESTROOMS SHALL NOT FEED THROUGH TO PROTECT DEVICES IN OTHER ROOMS.
INSTALLATION
DO NOT USE ALUMINUM CONDUIT FOR ANY PURPOSES.
1, INSTALL LUMINAIRES IN MECHANICAL AND UNFINISHED AREAS AFTER DUCTWORK AND PIPING INSTALLATION. ADJUST FIXTURE LOCATIONS TO PROVIDE THE BEST LIGHTING FOR
SECTION 16195
EQUIPMENT ACCESS AND SERVICE LOCATIONS. LOCATE FIXTURES 8 FEET 6 INCHES ABOVE FLOOR, OR AT SUITABLE LOCATIONS WITHIN SPACE ON WALLS BUT NOT LOWER THEN
RACEWAY TYPES
ELECTRICAL IDENTIFICATION
2. THE CONTRACTOR SHALL PROTECT LUMINAIRES FROM DAMAGE DURING INSTALLATION OF SAME AND UP TO THE TIME OF ACCEPTANCE. ANY BROKEN LUMINAIRES, GLASSWARE,
STANDARD THREADED RIGID STEEL CONDUIT.
PLASTICS, LAMPS ETC., MUST BE REPLACED BY THE CONTRACTOR WITH NEW PARTS, WITHOUT ANY ADDITIONAL EXPENSE TO THE OWNER.
1. RIGID CONDUIT HEAVY WALL GALVANIZED.
PRODUCTS
3. WHERE BALLASTS ARE FOUND TO BE PRODUCING EXCESSIVE NOISE THEY SHALL BE REPLACED.
2. THREADED TYPE FITTINGS: ERICKSON COUPLINGS WHERE THREADED CANNOT BE USED.
4. INSTALL EXIT LIGHT AS INDICATED ON THE DRAWINGS BUT NOT HIGHER THAN 10 FEET A.F.F. SIZE AND COLOR OF LETTERING SHALL COMPLY WITH LOCAL CODES,
NAMEPLATES
5. TRACK LUMINAIRES, ADJUSTABLE LUMINAIRES, FLOODLIGHTS AND ACCENT LIGHTS SHALL BE AIMED AS DIRECTED BY THE ARCHITECT/ENGINEER. OUTDOOR LIGHTING SHALL BE
INTERMEDIATE METALLIC CONDUIT
1. UNLESS OTHERWISE NOTED, NAMEPLATES SHALL BE BLACK LAMACOID PLATES WITH WHITE ENGRAVED UPPERCASE LETTERS ENCLOSED BY WHITE BORDER ON BEVELED EDGES.
AIMED IN PERIODS OF DARKNESS.
1. LIGHTWEIGHT RIGID STEEL CONDUIT.
2. NAMEPLATES FOR EQUIPMENT, SUPPLIED BY THE EMERGENCY SYSTEM, SHALL BE RED LAMACOID WITH WHITE LETTERING.
6. PLUMB ALL OUTDOOR LIGHTING STANDARDS TO TRUE VERTICAL. FOR BOLTED POLES, PROVIDE GALVANIZED ANCHOR BOLTS AND NUTS. PLUMB USING A NUT ABOVE AND BELOW
2. THREADED TYPE FITTINGS: ERICKSON COUPLINGS WHERE THREADED CANNOT BE USED.
3. ALL NAMEPLATES SHALL BE ENGRAVED AND MUST BE SECURED WITH RIVETS, BRASS OR CADMIUM PLATE SCREWS. THE USE OF DYMO TAPE OR THE LIKE IS UNACCEPTABLE.
THE BASE PLATE ON THE ANCHOR BOLTS. PACK GROUT BETWEEN BASE PLATE AND CONCRETE FOOTING AND PROVIDE DRAIN HOLE BELOW BASE PLATE TO PREVENT
TAS
ACCUMULATION OF MOISTURE INSIDE POLE BASE. PROVIDE TWO PIECE OR INDIVIDUAL COVERS FOR NUTS EXPOSED ABOVE THE BASEPLATE OF THE SAME COLOR THE POLE.
ELECTRICAL METALLIC TUBING
CABLE TAGS AND WIRE IDENTIFICATION LABELS
GROUND ALL METAL LIGHTING STANDARDS. .
1. CONTINUOUS, SEAMLESS TUBING, GALVANIZED OR SHERADIZED ON THE EXTERIOR, COATED ON THE INTERIOR WITH A SMOOTH HARD FINISH OF LACQUER, VARNISH, OR ENAMEL.
1. CABLE TAGS SHALL BE FLAMEPROOF SECURED WITH NYLON TIES. .
2. COUPLINGS AND CONNECTORS:
2. WIRE MARKERS SHALL BE PREPRINGTED CLOTH TAPE TYPE OR APPROVED EQUIVALENT,
SECTION 16721
a) INDOOR AND TWO (7) INCHES IN SIZE AND SMALLER, SHALL BE STEEL SET -SCREW TYPE FITTINGS.
3. LABEL DESIGNATIONS, NOMINAL SYSTEM VOLTAGES APPLIED TO THE COVERS OF ALL MEDIUM AND LOW VOLTAGE PULL, SPLICE AND JUNCTION BOXES.
FIRE ALARM SYSTEMS
b) 2112' SIZE AND LARGER MUST EMPLOY STEEL COMPRESSION GLAND FITTINGS.
c) OUTDOOR SHALL BE RAINTIGHT STEEL COMPRESSION GLAND FITTINGS.
EXECUTION
3. INDENT TYPE FITTINGS SHALL NOT BE USED.
SUBMITTALS
4. ALL CONNECTORS SHALL HAVE INSULATED THROAT.
SWITCHBOARDS
1. SUBMIT PRIOR TO ORDERING EQUIPMENT:
5. WHERE INSTALLED IN SLAB OR CONCRETE WORK, PROVIDE APPROVED CONCRETE TIGHT FITTINGS.
1. FURNISH AND INSTALL A MASTER NAMEPLATE FOR EACH SWITCHBOARD, ENGRAVED WITH THE EQUIPMENT IDENTIFICATION INDICATED ON THE DRAWINGS. MOUNT AT TOP OF
a) WIRING DIAGRAMS SHOWING CONNECTIONS BETWEEN ALL SYSTEM COMPONETS.
b) DESCRIPTION OF SYSTEM OPERATION.
FLEXIBLE STEEL CONDUIT
INCOMING SECTION.
2. PROVIDE ON EACH MAIN SWITCH AN IDENTIFYING NAMEPLATE.
c ANNUNCIATOR SCHEDULE SHOWING TITLES FOR EACH FIRE ALARM AND SUPERVISORY ZONE.
1. SINGLE STRIP, CONTINUOUS, FLEXIBLE INTERLOCKED, DOUBLE -WRAPPED STEEL, GALVANIZED INSIDE AND OUTSIDE, FORMING SMOOTH INTERNAL WIRING CHANNEL
d) MANUFACTURER'S LITERATURE MARKED TO SHOW MODEL AND CATALOG NUMBER FOR ALL EQUIPMENT.
2. MAXIMUM LENGTH: (SIX 8) FEET.
PANELBOARDS
e) MANUFACTURER'S INSTALLATION INSTRUCTIONS, OPERATIONS AND MAINTENANCE INSTRUCTIONS.
3. EACH SECTION OF RACEWAY MUST CONTAIN AN EQUIPMENT GROUNDING WIRE BONDED AT EACH END AND SIZED AS REQUIRED. PROVIDE CONNECTORS WITH INSULATING
1. FURNISH AND INSTALL A NAMEPLATE FOR EACH PANELBOARD AND LOAD CENTER ENGRAVED WITH THE IDENTIFICATION INDICATED ON THE DRAWINGS. MOUNT AT
f) A COMPLETE LAYOUT OF THE ENTIRE SYSTEM INCLUDING CONDUIT ROUTING, CONDUIT SIZES, WIRE SIZES AND TYPES.
BUSHINGS.
TOP OF PANEL.
g) PROVIDE A COLOR CODE SCHEDULE FOR WIRING.
4. STEEL SQUEEZE -TYPE OR STEEL SET SCREW TYPE FITTINGS.
h BATTERY SIZING CALCULATIONS INDICATING CIRCUIT LOADING AND POWER SUPPLY LOADING. VOLTAGE DROP CALCULATIONS SHALL BE SUBMITTED FOR ALL NOTIFICATION
)
DISCONNECT SWITCHES
APPLIANCE CIRCUITS EXCEEDING 1.5 AMPS OR 300' LENGTH.
LIQUID TIGHT FLEXIBLE ELECTRICAL CONDUIT
1. FURNISH AND INSTALL A NAMEPLATE FOR EACH DISCONNECT SWITCH ENGRAVED WITH EQUIPMENT DESIGNATION WHICH THE DISCONNECT SERVES.
1) SUBMITTALS SHALL BE AS A COMPLETE SET. PARTIAL SUBMITTAL WILL NOT BE ACCEPTABLE.
j) DRAWINGS SHALL NOT BE ON LESS THAN 81/2' BY 11 INCH SHEETS AND SHALL IDENTIFY ALL SYMBOLS USED.
1. SAME AS FLEXIBLE STEEL CONDUIT EXCEPT WITH TOUGH, INSERT WATER -TIGHT PLASTIC OUTER JACKET.
2. CAST MALLEABLE IRON BODY AND GLAND NUT, CADMIUM PLATED WITH ONE-PIECE BRASS GROUNDING BUSHINGS WHICH TREAD TO INTERIOR OF CONDUIT. SPIRAL MOLDED VINYL
ELECTRIC METERS
2. SUBMIT PRIOR TO BUILDING OCCUPANCYa)
SEALING RING BETWEEN GLAND NUT AND BUSHING AND NYLON INSULATED THROAT.
1. FURNISH AND INSTALL A NAMEPLATE FOR EACH DISCONNECT SWITCH ENGRAVED WITH EQUIPMENT DESIGNATION WHICH THE METER SERVES
CONTRACTOR SHALL SUBMIT, UPON COMPLETION OF SYSTEM VERIFICATION, APOINT-BY-POINT CHECK LIST INDICATING THE DATE AND TIME OF EACH ITEM INSPECTED AND
ISSUE A RECORD OF COMPLETION CONFIRMING THAT THE INSPECTION HAS BEEN COMPLETED AND THE SYSTEM IS INSTALLED AND FUNCTIONING IN ACCORDANCE WITH THE
NON-METALLIC RACEWAY (PVC)
SECTION 16431
SPECIFICATIONS,
1. COMPOSED OF POLYVINYL CHLORIDE SUITABLE FOR 90 DEGREES C.
2. RACEWAY, FITTINGS, AND CEMENT MUST BE PRODUCED BY THE SAME MANUFACTURER WHO MUST HAVE HAD A MINIMUM OF TEN (10) YEARS EXPERIENCE IN MANUFACTURING THE
SWITCHBOARDS
PRODUCTS
3. MUST HAVE A TENSILE STRENGTH OF 7,000-7,200 PSI AT 73.4 DEGREES F., FLEXURAL STRENGTH OF 12,000 PSI AND COMPRESSIVE STRENGTH OF 9,000 PSI.
PRODUCTS
4. ALL JOINTS SHALL BE SOLVENT CEMENTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER.
APPROVED MANUFACTURERS
ALL UNDERGROUND RACEWAYS SHALL BE A MINIMUM OF 314" SCHEDULE 40 PVC. ALL OTHER RACEWAYS TO COMPLY WITH GOVERNING CODES. WHERE RIGID STEEL CONDUIT IS USED, IT
1. ALL SWITCHBOARDS ARE TO BE OF THE SAME MANUFACTURER AS THE PANELBOARDS.
SHALL BE COMPLETELY COATED WITH AN ALKALI AND RUST RESISTANT BITUMASTIC PAINT, KOPPER NO. 60, AND THREADS SHALL BE COATED WITH ZINC CHROMATE. RIGID STEEL SHALL
2. SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING MANUFACTURERS:
ALSO BE USED WHEN CONDUIT IS EXPOSED TO EXTERIOR ENVIRONMENT SUCH AS EXTERIOR OF BUILDING OR WHERE IT IS EXPOSED AND SUBJECT TO DAMAGE, INSIDE OF BUILDING. ALL
a) SQUARED
BOXES SHALL BE RECESSED (FLUSH) IN WALLS OR CEILINGS WHENEVER POSSIBLE.
b) NOT USED.
RACEWAYS IN HUNG CEILING SHALL BE RUN ON AND SECURED TO SLAB OR PRIMARY STRUCTURAL MEMBERS OF CEILING, NOT TO LATHING CHANNELS OR T -BARS, Z -BARS, OR OTHER
c) GENERAL ELECTRIC
d) SIEMENS ITE
ELEMENTS WHICH ARE THE DIRECT SUPPORTS OF THE CEILING PANELS. SECURE CONDUIT FIRMLY TO STEEL BY CLIPS AND FITTINGS DESIGNED FOR THAT PURPOSE. INSTALL AS HIGH AS
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SEE "ONE -LINE
ON SHEET E4.'
EXISTING
FIRE RISER
Electrical Power Plan
Scale 1/8"=1'-0"
GENERAL POWER NOTES
1. BIDDERS ARE TO SATISFY THEMSELVES AS TO THE NATURE AND SCOPE
OF WORK BY VISITING THE SITE AND FAMILIARIZE THEMSELVES WITH
THE EXISTING CONDITIONS. THE SUBMISSION OF A BID WILL BE
EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS
FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED, OR FOR
DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN BY
AN EXAMINATION OF THE SITE PRIOR TO THE BID WILL NOT BE ALLOWED.
2. ALL LIGHTING AND RECEPTACLE CIRCUITS UP TO 60' IN LENGTH SHALL
USE #12 WIRES MINIMUM, CIRCUITS FROM 61' UP TO 100' IN LENGTH
SHALL USE #10 WIRES MINIMUM AND FROM 101' UP TO 150' IN LENGTH
SHALL USE #8 WIRES MINIMUM UNLESS OTHERWISE NOTED.
POWER PLAN NOTES:
J J -BOX FOR FUTURE TENANT SIGN. ELECTRICAL CONTRACTOR TO
PROVIDE MINIMUM 3/4" CONDUIT WITH PULL STRING BACK TO
PANELS. COORDINATE MOUNTING HEIGHT & LOCATION WITH
ARCHITECTURAL ELEVATION DRAWINGS.
0 MINIMUM 3" CONDUIT WITH PULL CORD TO TELEPHONE TERMINAL
BOARD. STUB -UP 2'-0" A.F.F., CAP AND LABEL.
O FOR POWER REQUIREMENTS TO RTU'S SEE MECHANICAL
EQUIPMENT SCHEDULE ON SHEET M0.
4O FACTORY INSTALLED CONVENIENCE OUTLET. POWER TO BE
PROVIDED ON SEPARATE CIRCUIT INDEPENDENT OF HVAC POWER.
INSTALLATION SHALL BE PER SECTION 210.63 OF THE 2008 NEC.
COORDINATE WITH MECHANICAL.
U5 SHOW WINDOW RECEPTACLES AS PER 2008 NEC 220.14(G)(2)
0 ALL EXISTING POWER IN LOADING/UNLOADING AREA TO REMAIN
CIRCUITED TO EXISTING PANELS IN ELECTRICAL ROOM 111.
ELECTRICAL CONTRACTOR TO VERIFY EXISTING LOADS AND NEW
LOAD REQUIREMENTS PRIOR TO BID.
O SERVICE METER AND DISCONNECT. SEE SHEET E-1 FOR SCHEMATIC
DESIGN.
®TRANSFORMER TO BE SUSPENDED FROM STRUCTURE AT 12'-0"
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EXISTING
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1 Electrical Lighting Plan
Scale 1/8"=1'-0
LIGHT FIXTURE SCHEDULE
TYPE
MANUFACTURER
CATALOG NO.
VOLT
LAMPS
MOUNTING & OPTION
NOTE
A
--
-
120
EXISTING TO REMAIN
EXISTING/ HUNG FROM STRUCTURE
-
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2. CONTRACTOR SHALL VERIFY ALL FIXTURE QUANTITIES.
EXISTING LIGHTING FIXTURES TO REMAIN CIRCUITED TO
_V
EXISTING PANELS IN ELECTRICAL ROOM 111.
EM
BEGHELLI
XLP-S1
120
(2)5.4W
WALL MOUNTED
1-3
X
BEGHELLI
VA4-R-SA
120
------•-
WALL/ CEILING MOUNTED
1-3
THE ABOVE SCHEDULE IS BASED ON PERFORMANCE AND IS DESIGNED AROUND SPECIFIC CRITERIA. ALL ALTERNATE SELECTIONS MUST BE SUBMITTED FOR PRIOR
APPROVAL TEN (10) BUSINESS DAYS PRIOR TO BID DATE. APPROVE ALTERNATE REPS ON EQUAL PRODUCT AREAS FOLLOWED: LITHONIA (LANDRETH, INC); COLUMBIAI
COOPER (LIGHTING PARTNERS CF); HUBBELL LINES (WESTERN FLORIDA LIGHTING).
GENERAL NOTES:
1. PROVIDE NECESSARY MOUNTING HARDWARE AND ACCESSORIES FOR 3. ALL ALTERNATE FIXTURES SHALL BE SUBMITTED FOR PRIOR APPROVAL,
ALL FIXTURES. SEE SPECIFICATIONS.
2. ALL EMERGENCY, EXIT AND NIGHT LIGHT FIXTURES SHALL BE
CONNECTED AHEAD OF LOCAL SWITCHES, UNLESS OTHERWISE NOTED.
GENERAL LIGHTING NOTES
LIGHTING PLAN NOTES:
1. BIDDERS ARE TO SATISFY THEMSELVES AS TO THE NATURE AND SCOPE
O EMERGENCY, EXIT SIGNS, AND NITE LIGHTS SHALL BE WIRED
OF WORK BY VISITING THE SITE AND FAMILIARIZE THEMSELVES WITH THE
TEMPORARILY ON CIRCUIT #1 ON PANEL'C'.
EXISTING CONDITIONS. THE SUBMISSION OF A BID WILL BE EVIDENCE
11--+
Cn
THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR
O EMERGENCY, EXIT SIGNS, AND NITE LIGHTS SHALL BE WIRED
LABOR, EQUIPMENT, OR MATERIALS REQUIRED, OR FOR DIFFICULTIES
TEMPORARILY TO CIRCUIT #27 OF EXISTING PANEL "LC". PROVIDE
ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN BY AN
20 AMP,1 POLE CIRCUIT BREAKER AS REQUIRED.
EXAMINATION OF THE SITE PRIOR TO THE BID WILL NOT BE ALLOWED.
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EXISTING LIGHTING FIXTURES TO REMAIN CIRCUITED TO
_V
EXISTING PANELS IN ELECTRICAL ROOM 111.
3. VERIFY FIXTURE LOCATION, SEE REFLECTED CEILING PLAN.
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4. ALL FIXTURES TO BE PROVIDED BY, RECEIVED, STORED & INSTALLED BY
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MAIN LUGS (AMP 8): 200
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22.88; PHASE 8 MAX CURRENT W/ DMND Ill
. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............. ............
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6.34, PHASE C MAX CURRENT WI DMND FC17k.
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- -
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MOUNTED; SURFACE
FED FROM, PANEL HDP VIA XVA BREAKER,
LARGEST PHASE CONNECTED AMI OLioo PHASE A MAX CURRENT 'W' DMND FCTIk 0.00
LARGEST PHASE DEMANDAM PS:1 .... 670-0 PHASE B MAX CURRENT W1 DMND FCTR,,
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PROJECT NUMBER: 2110274
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LARGEST PHASE DEMAND AMPS,: 0:00 PHASE 8 MAX CURRENT W1 DMND FCTR:
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MAIN LUGS (AMPS)., 200 4 WIRE
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MOUINTED; SURFACE.
NAME., PANEL *V
PROJECT NAME., LINENS & THINGS - ULTA
PROJECT NUMBER-- 21110274
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LARGEST PHASE. DEMAND AMPS::' ".51 PHASE B MAX CURRENT Will! DMND FCTR,
97
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PANEL MANUFACTUI GE
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MAIN LUGS (AMI PSY: 125
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NAME: (EXIS1111ING) PANEL L:C
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FED FROM'. EXSTING: PANEL DIP
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LARGEST PHASE DEMAND AMPSLPHASE B MAX, CUERRE NST' W; DMND FCTR,'-ITT7-
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C". LOAD DEMAND DEMAND
LOAD
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GENERAL
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APC: COOLING (C) 0 t06U,_00 (:CONNECTED VS. TAB I F 22012, NEC 2008,)
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