HomeMy WebLinkAbout7856 and 7860 Gall Blvdz
List Of Abbreviations
A
A/C
AIR CONDITION
E
EL
ELEVATION
AB
ANCHOR BOLT
ELEC
ELECTRICAL
ACT
ACOUSTICAL CEILING TILE
ELEV
ELEVATOR
AD
ADJUSTABLE,ADJACENT
EMER
EMERGENCY
AFF
ABOVE REF FINISHED
EQ
EQUAL
FLOOR (SLAB)
EQUIP
EQUIPMENT
AHU
AIR HANDLER UNIT
ESC
ESCALATOR
ALT
ALTERNATE
EWC
ELECTRIC
ALUM
ALUMINUM
WATER COOLER
ANOD
ANODIZED
EXIST
EXISTING
APPROX APPROXIMATE
EXP
EXPANSION
ARCH
ARCHITECT
EXT
EXTERIOR
AUTO
AUTOMATIC
F
FACP
FIRE ALARM
B
B O
BOTTOM OF
CONTROL PANEL
BD
BOARD
FO
FLOOR DRAIN
BLDG
BUILDING
FDN
FOUNDATION
BM
BEAM
FIN
FINISHED
BRG
BEARING
FLR
FLOOR
BTM
BOTTOM
FR
FIRE RESISTANT
BUR
BUILT UP ROOF
FR-S
FIRE -RETARDANT
WOOD TREATMENT
C
CB
CATCH BASIN
FT
FEET, FOOT
CG
CORNER GUARD
FTG
FOOTING
CI
CAST IRON
FURR
FURRING
CJ
CONTROL JOINT
FLIT
FUTURE
CL
CENTER LINE
CLG
CEILING
G
GA
GAUGE
CLO
CLOSET
GAL
GALLON
CLR
CLEAR
GALV
GALVANIZED
CMU
CONCRETE
GB
GRAB BAR
MASONRY UNIT
GC
GENERAL CONTRACTOR
CO
CLEAN OUT
GYP
GYPSUM
COL
COLUMN
CONC
CONCRETE
H
HB
HOSE BIBB
CONST
CONSTRUCTION
HC
HOLLOW CORE
CONT
CONTINUOUS
HDW
HARDWARE
CONTR
CONTRACTOR
HM
HOLLOW METAL
CORR
CORRIDOR
HORIZ
HORIZONTAL
CT
CERAMIC TILE
HR
HOUR
CTR
CENTER
HT
HEIGHT
CU
CONDENSING UNIT
HTG
HEATING
CW
COLD WATER
HVAC
HEATING, VENTILATING
& AIR CONDITIONING
D
DBL
DOUBLE
HW
HOT WATER
DEPT
DEPARTMENT
DET
DETAIL
I
ID
INSIDE DIAMETER
DF
DRINKING FOUNTAIN
IN
INCH
DIA
DIAMETER
INCL
INCLUDING
DIM
DIMENSION
INSUL
INSULATION
DISP
DISPENSER
INT
INTERIOR
DN
DOWN
INV
INVERT
DS
DOWNSPOUT
DWG
DRAWING
J
JAN
JANITOR
E
JB
JUNCTION BOX
EA
EACH
JT
JOINT
EB
EXPANSION BOLT
EIFS
EXTERIOR INSULATING
L
L
LENGTH
FINISH SYSTEM
LAM
LAMINATE
EJ
EXPANSION JOINT
Legend
102
102A
O
0
i1 TO SOMETHING
L LAV
LAVATORY
LBL
LABEL
LBS
POUNDS
LF
LINEAR FEET
LT WT
LIGHT WEIGHT
M MAS
MASONRY
MAX
MAXIMUM
MECH
MECHANICAL
MFR
MANUFACTURER
MH
MANHOLE
MIN
MINIMUM
MIN
MINIMUM, MINUTE
MISC
MISCELLANEOUS
MLDG
MOLDING
MO
MASONRY OPENING
MR
MOISTURE RESISTANT
MTD
MOUNTED
MTL
METAL
MUL
MULLION
N NIC
NOT IN CONTRACT
NOM
NOMINAL
NTS
NOT TO SCALE
0 OC
ON CENTER
OD
OUTSIDE DIAMETER
OPP
OPPOSITE
OVFL
OVERFLOW
P PL
PLATE
PLAM
PLASTIC LAMINATE
PLAS
PLASTER
PLBG
PLUMBING
PLWD
PLYWOOD
PNL
PANEL
PR
PAIR
PREFAB
PREFABRICATED
PT
POINT
PT
PRESSURE TREATED
PTD
PAPER TOWEL DISPENSER
PVC
POLY VINYL CLORIDE
Q QT
QUARRY TILE
R R
RADIUS, RISER,
THERMAL RESISTANCE
RD
ROOF DRAIN
RECP
RECEPTACLE
REF
REFERENCE
REFR
REFRIGERATOR
REG
REGLET
REINF
REINFORCEMENT
REQ
REQUIRED
REV
REVISION
RM
ROOM
RND
ROUND
RO
ROUGH OPENING
RTU
ROOF TOP UNIT
S SC
SOLID CORE
SCHED
SCHEDULE
SCP
SCUPPER
SD
SOAP DISPENSER
SEAL
SEALANT
SECT
SECTION
SF
SQUARE FEET
SHT
SHEET
SIM
SIMILAR
SPEC
SPECIFICATION
SS
STAINLESS STEEL,
SERVICE SINK
STD
STANDARD
STL
STEEL
STOR
STORAGE
STRUC
STRUCTURAL
SUSP
SUSPENDED
SY
SQUARE YARD
T T
TREAD
T&G
TONGUE & GROOVE
TBL
TABLE
TELE
TELEPHONE
TEMP
TEMPERED
THK
THICK
TLT
TOILET
TO
TOP OF
TPD
TOILET PAPER
DISPENSER
TS
TUBE STEEL
TV
TELEVISION
TYP
TYPICAL
U LION
UNLESS OTHER-
WISE NOTED
UTIL
UTILITY
V VB
VINYL BASE
VCT
VINYL COMPOSITE TILE
VERT
VERTICAL
VEST
VESTIBULE
VIF
VERIFY IN FIELD
VTR
VENT THRU ROOF
VWC
VINYL WALL COVERING
W W
WIDTH
W/
WITH
W/O
WITHOUT
WC
WATER CLOSET
WD
WOOD
WH
WATER HEATER
WP
WATERPROOF
WT
WEIGHT
WWF
WELDED WIRE FABRIC
WWM
WELDED WIRE METAL
Y YD
YARD
GRID DESIGNATION Z= BUILDING SECTION
A301-2 A301-2
ROOM NUMBER SHEET NUMBER SECTION NUMBER
DOOR NUMBER Z=✓ I11 WALL SECTION
A302-3
WINDOW TYPE SHEET NUMBER SECTION NUMBER
STOREFRONT TYPE A501-6 SECTION DETAIL
WALL TYPE SHEET NUMBER DETAIL NUMBER
KEY NOTE A888-88 DETAIL REFERENCE
REVISION NUMBER SHEET NUMBER DETAIL NUMBER
ELEVATIONS TAGS _ EXTERIOR ELEVATION
A201-2 � �" MARKERS
SHEET NUMBER ELEVATION NUMBER
SPOT ELEVATION TAG
l
4 <;'A401 ;» 2 INTERIOR ELEVATION
NORTH ARROW MARKERS
SHEET NUMBER 3 ELEVATION NUMBER
General Notes
1. ALL WORK WILL COMPLY WITH LOCAL, STATE, AND NATIONAL CODES
RELATED TO THIS PROJECT.
2. THE WRITTEN DIMENSIONS ON THE CONSTRUCTION DOCUMENTS
PREVAIL. DO NOT SCALE THESE DRAWINGS. CONTRACTOR TO VERIFY
ALL DIMENSIONS AND CONDITIONS IN THE FIELD. IF ANY DISCREPANCY
OCCURS, THE CONTRACTOR IS REQUIRED TO NOTIFY THE ARCHITECT
IN WRITING BEFORE PROCEEDING WITH ANY WORK AFFECTED.
3. CONTRACTORS TO SECURE ALL PERMITS AND REQUIRED INSPECTIONS
NECESSARY TO OBTAIN A CERTIFICATE OF OCCUPANCY.
4. CONTRACTORS ARE TO PROVIDE ALL TEMPORARY UTILITIES AND
INFRASTRUCTURE REQUIRED TO PERFORM THE WORK, INCLUDING
FIRE PROTECTION AS REQUIRED DURING CONSTRUCTION.
5. EACH CONTRACTOR AND SUBCONTRACTOR IS EXPECTED TO REVIEW ALL
CONTRACT DOCUMENTS AND SITE CONDITIONS PRIOR TO ISSUED BID,
CHANGE ORDERS WILL NOT BE APPROVED FOR FAILURE TO DO SO.
6. PRODUCTS SPECIFIED OR OTHERWISE INDICATED IN THE CONTRACT
DOCUMENTS SHALL NOT BE SUBSTITUTED WITHOUT PRIOR WRITTEN
APPROVAL FROM THE ARCHITECT AND OWNER.
7. CONTRACTOR SHALL HAVE INSTALLATION INSTRUCTIONS FOR ALL
EQUIPMENT AND APPLIANCES ON SITE AT TIME OF INSPECTION.
8. THIS CONTRACTOR SHALL COORDINATE ALL TRADES REQUIRED TO
COMPLETE THIS PROJECT AS REQUIRED TO ACTIVATE THE USE OF
THE FACILITY AS PLANNED.
9. THE EXISTING SHELL BUILDING HAS A FIRE SPRINKLER SYSTEM AND
A FIRE ALARM SYSTEM. BOTH SYSTEMS SHALL BE MODIFIED AS
NEEDED TO PROVIDE FIRE PROTECTION FOR THE SPECIFIED
TENANT SPACE(S). THE CONTRACTOR SHALL SUBMIT SIGNED AND
SEALED SHOP DRAWINGS AND HYDRAULIC CALCULATIONS TO THE
LOCAL JURISDICTION AS REQUIRED FOR PERMITTING. NO WORK ON
THE FIRE PROTECTION SYSTEM SHALL TAKE PLACE UNTIL THE
APPROPRIATE PERMITS ARE OBTAINED BY THE FIRE PROTECTION
SUB CONTRACTOR.
10. ALL BUILDING MATERIALS SHALL COMPLY WITH THE REQUIREMENTS
OF TYPE II-B CONSTRUCTION. ALL PLYWOOD SHEATHING AND
WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED (FRT)
11. ALL WORK ON THE EXISTING BUILDING SHALL BE PERFORMED IN
ACCORDANCE WITH ALL EXISTING WARRANTIES. THE GENERAL
CONTRACTOR SHALL CONTACT THE OWNER DIRECTLY TO OBTAIN
ALL EXISTING WARRANTY INFORMATION. THE CONTRACTOR SHALL
PROVIDE THE OWNER WITH DOCUMENTATION VERIFYING THAT ALL
EXISTING WARRANTIES HAVE BEEN MAINTAINED.
Legal Description
A TRACT OF LAND LYING IN THE NORTHEAST 1/4 OF SECTION 34 AND IN THE NORTHWEST 1/4 OF SECTION 35, TOWNSHIP 25
SOUTH, RANGE 21 EAST, PASCO COUNTY, FLORIDA. THE SAME BEING A PORTION OF THE ZEPHYRHILLS COLONY COMPANT
LANDS SUBDIVISION OF SAID SECTION 34 AND 35 AS SHOWN ON THE PLAT OR MAP THEREOF RECORDED IN PLAT BOOK 1, PAGE
55 OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA.
LESS AND EXCEPT THAT PORTION OF SAID TRACTS 58 AND 59 CONVEYED IN OFFICIAL RECORDS BOOK 1902, PAGE 690, PUBLIC
RECORDS OF PASCO COUNTY, FLORIDA.
SAID LAND CONTAINING 60.76 ACRES MORE OR LESS.
Vicinity Map 'ND
NTS
7856 & 7860 GALL BLVD, ZEPHYRHILLS, FLORIDA
Code Information
JURISDICTION AUTHORITY
CITY OF ZEPHYRHILLS
5335 8TH STREET
ZEPHYRHILLS, FL 33542
ADOPTED CODES:
3 SIGNED & SEALED SETS FOR PERMIT
(813) 780-0020 - PHONE
(813) 780-0021- FAX
BUILDING:
FBC, BUILDING - 2007 W/ 2009 SUPPLEMENTS
FIRE:
FLORIDA FIRE PREVENTION CODE - 2007 W/ 2009 SUPPLEMENTS
AND NFPA W/ FIRE MARSHAL AMENDMENTS
PLUMBING:
FBC, PLUMBING - 2007 W/ 2009 SUPPLEMENTS
MECHANICAL:
FBC, MECHANICAL - 2007 W/ 2009 SUPPLEMENTS
ELECTRICAL:
FBC, BUILDING CHAPTER 27 - 2007 W/ 2009 SUPPLEMENTS
AND NATIONAL ELECTRIC CODE - 2008
ACCESSIBILITY:
FBC, BUILDING CHAPTER 11 - 2007 W/ 2009 SUPPLEMENTS
ENERGY:
FBC, BUILDING CHAPTER 13 - 2007 W/ 2009 SUPPLEMENTS
EXISTING BUILDING:
FBC, EXISTING BUILDING SECTION - 2007 W/ 2009 SUPPLEMENTS
CLASSIFICATION
THIS SCOPE IS CLASSIFIED AS A LEVEL 2 ALTERATION AS DEFINED BY SECTION 404.1 OF THE
EXISTING BUILDING CODE. THE SCOPE DOES NOT INCLUDE ANY CHANGE IN BUILDING SIZE,
OCCUPANCY CLASSIFICATION, OR OCCUPANT LOAD.
BUILDING AND CONSTRUCTION DATA
OCCUPANCY CLASSIFICATION (FBC 309) GROUP B - BUSINESS
CONSTRUCTION TYPE (FBC TABLE 601) TYPE II-B, FULLY SPRINKLERED
MAXIMUM HEIGHT AND AREA (FBC TABLE 503)
MAXIMUM HEIGHT 55'-0" - FOUR STORIES
ACTUAL HEIGHT 35'-0" - ONE STORY
MAXIMUM AREA 23,000 SF
ACTUAL AREA 8,600 SF
AREA OF INTERIOR ALTERATION 2,400 SF
CHAPTER 13 - ENERGY EFFICIENCY
THIS BUILDING IS A PREVIOUSLY CONDITIONED SPACE THAT IS NOT UNDERGOING A CHANGE IN OCCUPANCY
OR A RENOVATION AS DEFINED BY SECTION 13-2 OF THE FBC. THEREFORE, PER FBC 13-101.5.1, COMPLIANCE
WITH THE ENERGY EFFICIENCY CODE IS NOT REQUIRED AND ENERGY CALCULATIONS ARE NOT REQUIRED.
NOTE:
WIND ZONE =110 MPH. IMPORTANCE FACTOR =1.00
BLDG CATEGORY = II, ENCLOSED. WIND EXPOSURE = B
THE SCOPE OF WORK FOR THIS INTERIOR BUILD OUT DOES NOT INCLUDE ANY
MODIFICATIONS TO ANY EXTERIOR DOORS OR WINDOWS. ALL MODIFICATIONS
TO THE EXISTING ROOF SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH
THE MIAMI DADE NOTICE OF ACCEPTANCE (NOA).
Contact Information
CLIENT:
PRIMERICA GROUP ONE, INC.
3629 MADACA LANE
TAMPA, FL. 33618
(813) 933-0629 PHONE
(813) 935-3420 FAX
CONTACT: ADAM ROBINSON
ARCHITECT,
CUHACI & PETERSON, ARCHITECTS, LLC
MECHANICAL
1925 PROSPECT AVE
ENGINEER, &
ORLANDO, FL 32814
ELECTRICAL
(407) 661-9100 PHONE
ENGINEER:
(407) 661-9101 FAX
CONTACT: GABRIEL ROBERTSON
SUBMM'EH PLAN(S) AVE BEEN REVIE
BY ZEPHYRHILLS ItA$ A S ()
Date: �I// jj
Reviewer:
Please be advised this review of plans submitted is a
cursory review to assist the contractor in compliance with
applicable fire safety codes. This review is not intended
to be a final approval of the submitted plans. It is the
contractor's sole responsibility to ensure that the plans are in
complete comp!Lr,�e Zvi¢= all applicable NFPA codes and
local ordinances. In the evert that fu Dr examination or
site inspection rove zis areas of ron-compl ante, it small be
the contractor's so.- responsibility, at their sole expense to
bring those areas in compliance. The City assumes no
responsib l:ty for the contractor's failure to be in compliance
with all applicable NFPA Codes and local ordinances.
Tenant Buildout for Space D3-D4
Building D at Zephyr Commons
7856 & 7860 Gall Blvd, Zephyrhills, FL
SPACE D3 I . SPACE D4
(AREA OF INTERIOR WORK)
ALL W0
SRALL
C �E N N� IDES OW LY WITH
CITyOFZEPx AL ELE � ,C COB ILD&G
yRFIILLS QWDIN�NC AM)
LS
Scope of Work
1. THE SCOPE OF WORK ON THIS PROJECT IS AN INTERIOR BUILD OUT INSIDE OF AN EXISTING BUILDING.
2. THE SCOPE INCLUDES SEPARATING TENANT SPACES D3-D4 INTO TWO SEPARATE TENANT SPACES.
3. THE SCOPE IS LIMITED TO TENANT SPACES D3 & D4 IN BLDG D.
4. THE SCOPE INCLUDES SELECTIVE DEMOLITION AS SHOWN IN THE DRAWINGS.
5. THE SCOPE DOES NOT INCLUDE ANY WORK RELATED TO THE SITE.
6. THE SCOPE DOES NOT INCLUDE ANY WORK ON ANY OF THE BUILDINGS OTHER THAN BLDG D.
7. THE SCOPE DOES NOT INCLUDE ANY WORK TO ANY SIDEWALKS OR LANDSCAPE AREAS.
8. THE SCOPE DOES NOT INCLUDE ANY WORK TO ANY OF THE EXTERIOR FINISHES.
9. THE SCOPE DOES NOT INCLUDE ANY WORK TO ANY OF THE EXTERIOR DOORS & WINDOWS.
10. THE SCOPE DOES NOT INCLUDE ANY WORK ON THE EXISTING ROOF SYSTEM OTHER THAN WHAT IS
REQUIRED TO ADD AN EXHAUST FAN & VENT FOR THE NEW RESTROOM.
11. THE SCOPE ON THE FRONT FRAMED WALL SHALL BE LIMITED TO WHAT IS NEEDED TO CONSTRUCT THE
NEW TENANT DEMISING WALL.. THE EXISTING 1 HOUR FIRE RATING SHALL BE MAINTAINED.
12. THE SCOPE INCLUDES NEW INTERIOR WALLS, DOORS, & FINISHES AS SHOWN ON THE DRAWINGS
13. THE SCOPE INCLUDES RE -WORKING THE EXISTING CEILING TO ACCOMMODATE THE NEW WALLS.
SHEET NO. TITLE ON SHEET PERMIT SET
2011 _09-30
ARCHITECTURAL
A000
A100
A101
A102
A103
A901
A902
A903
A904
FIRE SPRINKLER
r l
�C
14. THE SCOPE DOES NOT INCLUDE ANY WORK ON THE FOUNDATIONS, COLUMNS, BEAMS, JOISTS, ROOF
DECK, TRUSSES, OR ANY OTHER COMPONENTS OF THE EXISTING STRUCTURAL SYSTEM. THE SCOPE
DOES NOT INCLUDE ANY STRUCTURAL WORK ON THE EXISTING WALLS.
15. THE SCOPE INCLUDES SAW -CUTTING THE EXISTING FLOOR SLAB AS NEEDED. THE SCOPE INCLUDES
RE -POURING ANY PORTION OF THE EXISTING SLAB THAT IS CUT.
16. THE EXISTING BUILDING HAS A FIRE SPRINKLER SYSTEM. THE SCOPE INCLUDES REVISING THE
EXISTING SYSTEM AS NEEDED TO ACCOMMODATE THE NEW WALLS. THE SCOPE INCLUDES DESIGN
AND PERMITTING BY THE FIRE SPRINKLER SUBCONTRACTOR'S SPECIALTY ENGINEER THROUGH HIS 1
HER SHOP DRAWINGS,
17. THE SCOPE INCLUDES MODIFYING THE EXISTING PLUMBING SYSTEM AS SHOWN ON THE DRAWINGS.
18. THE SCOPE DOES NOT INCLUDE ANY WORK RELATED TO GAS, GREASE, OR STORM.
16. THE SCOPE INCLUDES MODIFYING THE EXISTING HVAC SYSTEM AS SHOWN ON THE DRAWINGS.
17. THE SCOPE INCLUDES MODIFYING THE EXISTING ELECTRICAL SYSTEM AS SHOWN ON THE DRAWINGS.
18. THE SCOPE INCLUDES MODIFYING THE EXISTING COMMUNICATION / TELEPHONE / DATA SYSTEMS AS
SHOWN ON THE DRAWINGS.
19. THE EXISTING BUILDING HAS A FIRE ALARM SYSTEM. THE SCOPE INCLUDES MODIFYING THE SYSTEM
AS NEEDED FOR THE TENANT BUILD OUT. THE SCOPE INCLUDES DESIGN AND PERMITTING OF THE
FIRE ALARM SYSTEM BY THE CONTRACTOR THROUGH SHOP DRAWINGS.
Drawing Index
COVER SHEET
X
PROJECT SITE PLAN
X
PLANS & DETAILS
X
DETAILS
X
DETAILS
X
SPECIFICATIONS
X
SPECIFICATIONS
X
SPECIFICATIONS
X
SPECIFICATIONS
X
FIRE SPRINKLER NOTE - THE EXISTING SHELL BUILDING IS FULLY SPRINKLERED. THE SPRINKLER SYSTEM SHALL BE MODIFIED AS NEEDED FOR THIS BUILD OUT. ALL MODIFICATIONS TO THE SPRINKLER SYSTEM SHALL
BE DESIGNED BY THE CONTRACTOR. THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS AND HYDRAULIC CALCULATIONS TO THE LOCAL JURISDICTION FOR PERMITTING.
PLUMBING _
P101 PLUMBING PLAN & INFORMATION X
MECHANICAL
M101 MECHANICAL PLAN & INFORMATION X
ELECTRICAL
E101 ELECTRICAL PLANS & INFORMATION X
E501 ELECTRICAL SPECIFICATIONS X
FIRE ALARM
FIRE ALARM NOTE - THE EXISTING SHELL BUILDING HAS A FULL FIRE ALARM SYSTEM. THE FIRE ALARM SYSTEM SHALL BE MODIFIED AS NEEDED FOR THIS BUILD OUT. ALL MODIFICATIONS TO THE FIRE
ALARM SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR. THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS TO THE LOCAL JURISDICTION FOR PERMITTING.
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HYDRANT
-FIRE
RE: CIVIL PLANS
I Ij
;f
Bldg B
EXISTING BUILDING
TO REMAIN AS IS.
FIRE HYDRANT
�RE: CIVIL PLANS
s
6
FIRE HYDRANT
RE: CIVIL PLANS
Bldg C
EXISTING BUILDING
TO REMAIN AS IS.
EXISTING REAR SIDEWALK IS FLUSH
WITH ADJACENT PAVEMENT ALONG
THE ENTIRE REAR OF BUILDING D
f
9
--------------
40'-0"
40'-4"
DIM. FROM
DIM. FROM
I
CMU EXTR.
I
COLUMN
FACE TO
CENTER TO
COLUMN
I
COLUMN
CENTER.
CENTER
VEIFY
IN FRELD
D3-D4
I
m
FIRE HYDRANT
RE: CIVIL PLANS
EXISTING BLDG D
FIRE RISER ROOM
DASHED LINE INDICATES
EXTENT OF AREA OF WORK
REFER TO SHEET A101 FOR
ENLARGED PLANS & LIFE
SAFETY INFORMATION
FIRE HYDRANT
RE: CIVIL PLANS
- --.� -
_ ..
_ - 4
Mr nTUMMNI
RE: CIVIL PLANS
Bldg E
Bldg F �>:
EXISTING BUILDING
EXISTING BUILDING
TO REMAIN AS IS.
TO REMAIN AS IS.
Elevation & Grading Notes
1. ABBREVIATIONS:
TOS - TOP OF FLOOR SLAB INSIDE BUILDING
TOC - TOP OF CURB AT EDGE OF SIDEWALK
TOP - TOP OF PAVING
2. EXISTING TOS=113.00'.
3. ALL SIDEWALKS ARE EXISTING AND START 1/4" BELOW THE
TOS AT ALL DOORS.
4. ALL EXTERIOR DOORS ARE EXISTING AND HAVE EXISTING
THRESHOLDS THAT DO NOT EXCEED 112" IN HEIGHT.
5. ALL SIDEWALKS ARE EXISTING AND SLOPE AWAY FROM THE
BUILDING AT A RATE BETWEEN 1 % MIN AND 2% MAX.
6. AT ALL FRONT SIDEWALKS, TOC IS 6" MAX ABOVE ADJACENT TOP.
7. AT ALL REAR SIDEWALKS, TOC IS FLUSH WITH ADJACENT TOP.
8. ALL HANDICAP RAMPS ARE EXISTING AND HAVE A SLOPE OF 1:14
MAX. THE SURFACES OF ALL CURB RAMPS HAVE RAISED
DETECTABLE WARNING FINISHES.
9. THE BOTTOMS OF ALL HANDICAP RAMPS ARE FLUSH WITH
THE ADJACENT TOP
10. REFER TO CIVIL DRAWINGS FOR EXACT ELEVATIONS.
11. THE CONTRACTOR SHALL FIELD VERIFY ALL SIDEWALK AND
GRADING CONDITIONS PRIOR TO STARTING WORK. THE GC
SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF ANY OF THE
EXISTING CONDITIONS DO NOT MEET ADA REQUIREMENTS.
4Nv}
Fire Marshal's Checklist
EGRESS TRAVEL AND EXITS
RE: LIFESAFETY PLAN & CODE INFO ON A101
EXIT AND EMERGENCY LIGHTS
RE: LIFESAFETY PLAN ON A101
A FIRE ALARM SYSTEM WILL BE DESIGNED AND PERMITTED BY
SMOKE DETECTORS
CONTRACTOR'S SHOP DRAWINGS. RE: CODE INFORMATION ON A101
FIRE EXTINGUISHERS
RE: LIFESAFETY PLAN ON A101 FOR LOCATIONS
FIRE RATED WALLS
RE: LIFESAFETY PLAN ON A101 FOR LOCATIONS & UL DETAILS
ALL DOORS SHALL HAVE HARDWARE THAT COMPLIES WITH
PANIC HARDWARE
REQUIREMENTS FOR EGRESS AND ADA ACCESSIBILITY.
RE: LIFESAFETY PLAN ON A101 FOR DOOR LOCATIONS
DUCT DETECTORS SHALL BE PROVIDED AS REQUIRED BY SMACNA, NFPA,
DUCT DETECTORS
AS WELL AS ANY OTHER APPLICABLE CODE
RE: MECHANICAL DRAWINGS FOR HVAC INFORMATION
EMERGENCY GENERATOR
NONE REQUIRED, NONE PROVIDED.
RE: A101 FOR ROOF FINISH INFO & CODE INFORMATION
INTERIOR FINISHES
FOR FLAME SPREAD RATINGS
SITE PLAN SHOWING ADJACENT
RE: OVERALL PROJECT SITE PLAN ON A100. FOR COMPLETE SITE
ROADWAYS, BUILDINGS, AND
FIRE HYDRANTS
WORK AND UTILITY INFORMATION, RE: CIVIL DRAWINGS BY AVID.
FULL SYSTEM PROVIDED. TO BE DESIGNED AND PERMITTED BY
FIRE ALARM
CONTRACTOR'S SHOP DRAWINGS. RE: CODE INFORMATION ON A101
SPRINKLERS
FULL SYSTEM PROVIDED. TO BE DESIGNED AND PERMITTED BY
CONTRACTOR'S SHOP DRAWINGS. RE: CODE INFORMATION ON A101
GAS USAGE
NONE REQUIRED. NONE PROVIDED.
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Demolition Notes
1. DEMOLITION IS LIMITED TO THE INTERIOR OF SPACES D3 & D4.
2. ALL INTERIOR WALLS AND DOORS OTHER THAN THE EXISTING
RESTROOMS SHALL BE REMOVED.
3. ON THE EXISTING FRONT WALL, THE FRAMING & SHEATHING
SHALL REMAIN. ALL INTERIOR FINISHES OTHER THAN PAINT
SHALL BE REMOVED.
4. ON THE EXISTING SIDE DEMISING WALLS, THE FRAMING & SHEATHING
SHALL REMAIN. OUTSIDE OF THE EXISTING RESTROOMS, ALL INTERIOR
FINISHES OTHER THAN PAINT SHALL BE REMOVED.
5. ON THE EXISTING RESTROOM WALLS, THE FRAMING & SHEATHING
SHALL REMAIN. ON THE OUTSIDE, ALL FINISHES OTHER THAN PAINT
SHALL BE REMOVED.
6. ON THE INSIDE OF EACH RESTROOM, THE WALL BASE SHALL REMAIN.
THE PAINT ON THE DOOR AND 3 OF THE WALLS SHALL REMAIN. ONE
OF THE WALLS SHALL BE REPAINTED AS SHOWN ON THE FLOOR PLAN.
7. ON THE REAR WALL, THE MASONRY SHALL REMAIN AS IS. INSIDE THE
EXISTING RESTROOM, THE FURRING, SHEATHING, AND FINISHES SHALL
REMAIN. IN THE LOCATION OF THE NEW RESTROOM, ALL FURRING,
SHEATHING, AND FINISHES SHALL BE REMOVED. IN ALL LOCATIONS
OTHER THAN THE NEW & EXISTING RESTROOMS, THE FURRING AND
SHEATHING SHALL REMAIN, BUT ALL FINISHES OTHER THAN PAINT
SHALL BE REMOVED.
8. FOR THE EXISTING FRONT DOOR, REAR DOOR, AND RESTROOM DOORS,
THE EXISTING DOORS, FRAMES, AND HARDWARE SHALL REMAIN.
9. OUTSIDE OF THE EXISTING RESTROOMS, ALL FLOOR FINISHES OTHER
THAN PAINT SHALL BE REMOVED.
10. INSIDE OF THE EXISTING RESTROOMS, THE CEILINGS SHALL REMAIN.
OUTSIDE OF THE EXISTING RESTROOM, THE CEILINGS SHALL BE
REWORKED AS NEEDED TO ACCOMODATE THE EXISTING WALLS BEING
DEMOLISHED AND THE NEW WALLS BEING ADDED.
11. OUTSIDE OF THE EXISTING RESTROOMS, ALL EXISTING INTERIOR
EQUIPMENT, FIXTURES, FURNISHINGS, AND ACCESSORIES SHALL
BE REMOVED.
12. THE EXISTING PLUMBING SYSTEM SHALL BE EXTENDED AS SHOWN ON
THE PLUMBING PLAN TO SERVE THE NEW RESTROOM. ANY EXISTING
INTERIOR PLUMBING PIPING THAT IS NO LONGER BEING USED SHALL BE
CUT OFF & CAPPED FLUSH WITH THE FLOOR SLAB OR ABOVE THE CEILING.
13. THE EXISTING HVAC SYSTEM SHALL BE REWORKED AS NEEDED TO
ACCOMODATE THE EXISTING WALLS THAT ARE BEING REMOVED AND THE
NEW WALLS THAT ARE BEING ADDED.
14. ALL EXISTING LIGHTS SHALL REMAIN. THE LOCATIONS OF THE EXISTING
LIGHTS SHALL BE MODIFIED AS NEEDED TO ACCOMODATE THE EXISTING
WALLS BEING REMOVED AND THE NEW WALLS BEING ADDED. EXISTING
LIGHTS SHALL BE REWIRED AS SHOWN ON THE ELECTRICAL PLANS.
15. OTHER THAN THE ONES ON WALLS THAT ARE BEING REMOVED, ALL
EXISTING ELECTRICAL OUTLETS SHALL REMAIN. OUTLETS SHALL BE
REWIRED AS SHOWN ON THE ELECTRICAL DRAWINGS.
16. OTHER THAN THE ONES ON WALLS THAT ARE BEING REMOVED, ALL
EXISTING COMMUNICATION AND DATA OUTLETS SHALL REMAIN. OUTLETS
SHALL BE REWIRED AS SHOWN ON THE ELECTRICAL DRAWINGS.
17. THE EXISTING FIRE SPRINKLER AND FIRE ALARM SYSTEMS SHALL BE
REWORKED AS NEEDED TO ACCOMODATE THE EXISTING WALLS BEING
REMOVED AND THE NEW WALLS BEING ADDED. THESE EXISTING SYSTEMS
WILL ALSO BE REWORKED AS NEEDED TO SEPARATE THE SPACE INTO
TWO DIFFERENT TENANTS.
18. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING BIDS TO
VERIFY ALL EXISTING IN FIELD CONDITIONS AND TO VERIFY THAT ALL ITEMS
THAT ARE TO REMAIN ARE IN GOOD WORKING CONDITION. CONTRACTOR
SHALL REPAIR ANY EXISTING DAMAGE TO ANY THE ITEMS THAT ARE TO REMAIN.
19, ALL DEMOLITION WORK SHALL BE PERFORMED SO AS NOT TO DAMAGE OR
COMPROMISE ANY EXISTING ITEMS THAT ARE TO REMAIN. CONTRACTOR SHALL
REPAIR ANY ITEMS THAT ARE DAMAGED DURING DEMOLITION.
20. ANY DEMOLISHED ITEMS THAT ARE SALVAGEABLE SHALL BECOME THE
PROPERTY OF THE OWNER. GC SHALL CONTACT THE OWNER DIRECTLY TO
ARRANGE FOR THEM TO TAKE POSSESSION. ALL OTHER DEMOLISHED
ITEMS SHALL BE DISPOSED OF PROPERLY.
21. CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY IF ANY HAZARDOUS
MATERIALS ARE DISCOVERED DURING DEMOLITION.
Code Information
REFER TO COVER SHEET FOR ADDITIONAL CODE INFORMATION
FIRE RATING REQUIREMENTS
FBC TABLES 601 & 602 - FIRE RATING REQUIREMENTS FOR TYPE II-B
ELEMENT REQUIRED FIRE RATING
STRUCTURALFRAME OHR
EXTERIOR WALLS (FIRE SEPARATION 0 HR
DISTANCE > 10'-06) PROVIDED
ROOF CONSTRUCTION 0 HR AS PART
FLOOR CONSTRUCTION 0 HR OF SHELL
NON BEARING INTERIOR WALLS 0 HR
FBC 708 - OTHER FIRE RATING REQUIREMENTS
TENANTS SHALL BE SEPARATED BY A MIN 1 HR FIRE BARRIER
FIRE PROTECTION SYSTEMS, FBC 900
FBC 903 - SPRINKLERS THE EXISTING BUILDING HAS A FULL
FIRE SPRINKLER SYSTEM
FBC 906 - FIRE EXTINGUISHERS REQUIRED IN EACH TENANT SPACE
(PROVIDED)
FBC 907 - FIRE ALARMS THE EXISTING BUILDING HAS A FULL
FIRE ALARM SYSTEM
MEANS OF EGRESS, FBC 1000
FBC 1004.1.1- OCCUPANT LOAD 1 PERSON / 100 SF (GROSS)
FBC 1005.1- EGRESS WIDTH / PERSON 0.2" / PERSON
FBC 1008.1.1- MIN. CLEAR DOOR OPENING 32" MIN
FBC 1016.1- MAX. TRAVEL DISTANCE 300' MAX
FBC 1019.1- MIN. NUMBER OF EXITS 2 WHEN OCCUPANT LOAD 1-500
FBC 1015.1 - A SINGLE EXIT IS PERMITTED WHEN OCCUPANT LOAD IS LESS
THAN 49 PEOPLE & THE EGRESS DISTANCE IS LESS THAN 75'
FBC PLUMBING 403 - MINIMUM FACILITIES
PFBC 403.2.4 - SEPARATE FACILITIES ARE NOT REQUIRED IN GROUP B OR M
WHEN THE FLOOR AREA < 3,000 SF
RE: A102 FOR WALL
TYPE DETAILS
IN SPACE D3, THE REST
ROOM FLOOR SHALL BE VCT.
ALL OTHER FLOORS TO BE
EXPOSED CONCRETE.
IN SPACE D4, THE FLOORS IN
THE EXISTING REST ROOMS
SHALL REMAIN. OUTSIDE THE
REST ROOMS, ALL FLOORS
SHALL RECEIVE CARPET.
CARPET SHALL BE INTERFACE
FLOR 1465202500 TO SCALE
COLOR - 7769 FOUNDATION.
CARPET TILES TO BE
INSTALLED AT RANDOM.
IN SPACE D3, PROVIDE 6" VINYL
BASE ON INSIDE OF REST
ROOM WALLS. NO OTHER
WALLS SHALL RECEIVE BASES.
IN SPACE D4, THE WALL BASES
INSIDE OF THE EXISTING REST
ROOMS SHALL REMAIN.
OUTSIDE OF THE REST ROOMS,
ALL WALLS SHALL RECEIVE 4"
VINYL COVE BASE -
JOHNSONITE 4' RUBBER BASE -
63 BURNT UMBER.
EXISTING STOREFRONT
SYSTEM WITH EXISTING
EXTERIOR Y X 7' FRONT
DOORS (TYPE A) TO REMAIN
PROVIDE NEW REST ROOM
AS SHOWN ON PLAN. RE:
A102 FOR ENLARGED
PLAN & DETAILS
RESTROOM TO RECEIVE NEW
HOLLOW CORE DOOR (TYPE C)
<P1
Q2
NEW TENANT -
DEMISING WALL rA 1
P1
P4)
P4
v
P4
DIMENSIONS ARE
FROM FACE OF
SHEATHING OF
EXISTING WALL TO
FACE OF FRAMING
OF NEW WALL.
EQ. It EQ.
INTERIOR CLEAR inINTERIOR CLEAR
P1 (ABOVE & BESIDE
STOREFRONT)
v
20'4" 20'41
CENTER TO CENTER
Demolition Plan 3 Floor Plan
N SCALE: 1/8" = V-0" N SCALE: 1/8" =1'-0"
THE EXISTING REAR
WALL IS A NON
RATED CMU WALL.
TENANT SPACES D3 & D4
WILL EACH BE 20' WIDE
(FROM CENTER OF DEMISING
WALL TO CENTER OF
DEMISING WALL) AND 70'
DEEP (FROM OUTSIDE FACE
OF FRONT EXTERIOR WALL
TO OUTSIDE FACE OF REAR
EXTERIOR WALL).
SYMBOL INDICATES FIRE
EXTINGUISHER. RE -USE
EXISTING IF POSSIBLE
THE NEW DEMISING WALL
BETWEEN SPACES D3 &
D4 SHALL BE A 1 HR
RATED FRAMED WALL.
RE: UL DETAILS
THE EXISTING SIDE
WALLS ARE 1 HR RATED
FRAMED WALLS BETWEEN
THE TENANT SPACES AND
THE ADJACENT TENANTS.
THE ADJACENT TENANTS
ON EACH SIDE ARE
EITHER MERCANTILE OR
BUSINESS OCCUPANCY
THE EXISTING FRONT WALL
IS A 1 HR RATED FRAMED
WALL BETWEEN THE
TENANT SPACE AND THE
FRONT EXTERIOR CANOPY.
ALL WORK RELATED TO THE
FRONT WALL SHALL BE
PERFORMED SO AS TO
MAINTAIN THE EXISTING
FIRE RATING.
r _
PATH OF
EGRESS.
MAX EXIT
DISTANCE = 30'
PATH OF
EGRESS.
MAX EXIT
DISTANCE = 75' '
1 '
PATH OF �+
EGRESS.
MAX EXIT '
DISTANCE = 55' '
V V
0
TENANT D3 -1,400 SF
BUSINESS OCCUPANCY
OCCUPANT LOAD =14 PEOPLE
TENANT D4 -1,400 SF
BUSINESS OCCUPANCY
OCCUPANT LOAD =14 PEOPLE
EXISTING KNOX
BOX TO REMAIN
ALL PENETRATIONS IN
FIRE RATED WALLS SHALL
BE SEALED SO AS TO
MAINTAIN THE MIN.
REQUIRED FIRE RATING.
RE: UL DETAILS
DIMENSIONS ARE
MINIMUM INTERIOR
CLEAR DIMENSIONS
ALL EXISTING DOOR
HARDWARE MEETS CODE
o REQUIREMENTS FOR
d EGRESS & ADA
ACCESSIBILITY
ALL NEW DOOR
HARDWARE SHALL MEET
CODE REQUIREMENTS
FOR EGRESS & ADA
ACCESSIBILITY
THE EXISTING REAR
DOORS ARE EACH 36' WIDE
DOORS (33" CLEAR WHEN
DOOR IS OPEN) WITH
EGRESS CAPACITIES OF
165 PEOPLE EACH
THE EXISTING FRONT
DOORS ARE EACH 36"
WIDE DOORS (33" CLEAR
WHEN DOOR IS OPEN)
WITH EGRESS CAPACITIES
OF 165 PEOPLE EACH
EXIT LIGHTS SHALL BE
PROVIDED AT ALL EGRESS
DOORS.EMERGENCY
LIGHTING SHALL BE
PROVIDED AS REQUIRED
BY CODE. RE: E101.
ALL EXISTING CONCRETE
SIDEWALKS AND LANDSCAPE
AREAS AROUND THE
BUILDING TO REMAIN AS IS
THE EXISTING FRONT & REAR
SIDEWALKS ALREADY MEET
THE CODE REQUIREMENTS
FOR ADA ACCESSIBILITY
ALL EXISTING EX
LIGHTS SHALL RI
NEW EXTERIOR L
BEING ADDED.
ALL EXISTING EX
CANOPY CEILING
& AWNINGS TO R
EXISTING RAIN H
REAR DOORS TO
REFER TO E101 F
WIRING INFORM/
LIGHT FIXTURES:
REFER TO M101 1
HVAC SYSTEM IN
THE EXISTING CE
THE EXISTING RE
SHALL REMAIN A
OF THE EXISTING
THE EXISTING CE
HVAC, SPRINKLE
BE REWORKED A
ACCOMODATE TI
WALLS BEING RE
NEW WALLS BEI�
RE -USE EXISTIN(
MATERIALS TO TI
EXTENT POSSIBL
NEW CEILING MA
NEEDED. ALL NE
MATERIALS TO M
IN REGARDS TO'
MOUNTING HEIGI
REPLACE ANY BF
WATER DAMAGE
EXISTING EXTERIOR
=
TX 7' HOLLOW METAL
REAR DOORS (TYPE
P4 m
B) TO REMAIN AS IS
g
EXISTING ELEC. PANEL IN
THE REAR OF SPACE D4 TO
REMAIN. PROVIDE NEW
ELEC. PANEL IN THE REAR
OF SPACE D3 IN THE
LOCATION OF THE EXISTING
P4 _ -
ELEC. STUB IN. RE: E101
v =�
=
INSIDE THE NEW RESTROOM,
P4 s
WALLS SHALL RECEIVE
MOISTURE RESISTANT
o - -
GYPSUM BOARD. IN ALL
OTHER LOCATIONS, NEW
WALLS SHALL RECEIVE
REGULAR GYPSUM BOARD.
IN SPACE D3, INSIDE THE
E
RESTROOM, WALLS & DOOR
SHALL RECEIVE ENAMEL PAINT.
OUTSIDE OF THE RESTROOM,
ALL WALLS & DOORS SHALL BE
LEFT PAINT READY.
E
IN SPACE D4, THE WALLS &
DOORS SHALL BE PAINTED AS
3
SHOWN ON THE PLAN & IN THE
F
FOLLOWING SCHEDULE.
P1 - A1822 - DESERT CASTLE
P3)
P2 - A0574 - OAKLEY BROWN
P3 - A0637 - PEACH CLAY
P4 - A1964 - SHADOW PLAY
X - EXISTING PAINT TO REMAIN.
_
TOUCH UP AS NEEDED.
IN SPACE D4, ALL PAINT SHALL
BE GLIDDEN / ICI. PRIMER -1
a
COAT OF GLIDDEN HIGH HIDE
PRIMER 1000 -1200. FINISH - 2
COATS OF FINISH PAINT IN
GLIDDEN ULTRA HIDE 250, 1402N
SERIES, EGGSHELL FINISH.
CENTER TO CENTER
�f,.,.
FOR SPACE D4, IF THERE ARE
ANY DISCREPANCIES BETWEEN
THE FINISH INFORMATION ON
THIS SHEET AND THE
SPECIFICATIONS ON SHEETS
A901 -A904, THE INFORMATION
ON THIS SHEET SHALL PREVAIL.
Elm
=I=
:• ,
OrO�I�OrO
ERR
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--- ---
_..._ -
,ATES SUPPLY
Z. RE: M101
SATES RETURN
IE: M101
,ATES
LLE. RE: M101
',ATES
tE: E101
SATES
LIGHT. RE: E101
'ATES LAY -IN
'E. RE: E101
,ATES
'HT. RE: E101
.ATES
WT. RE: E101
) THE FIRE SPRINKLER
ONS SHALL BE
BY THE FIRE SPRINKLER
'TORS SPECIALTY
IRING THE DESIGN OF
)P DRAWINGS. THE
Z SHALL COORDINATE
CATIONS WITH ALL
DUNES TO AVOID ANY
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=
2 Life Safety Plan 4 Reflected Ceiling Plan
N SCALE: 1/8" = V-0" N SCALE: 1/8 =1 0
A101
m
V-7"
T-6"
INSIDE FACE OF EXISTING SHEATHING
TO INSIDE FACE OF NEW STUD
4'-6"
Toilet Layout
SCALE: 1/2" = 1'-0"
VCT
TRANSITION
STRIP
INSIDE OF THE
RESTROOM ONLY, G.C.
SHALL ADD ONE (1)
LAYER OF 1/2"
MOISTURE RESISTANT
GYP. BOARD OVER
THE EXISTING
SHEATHING OF THE
DEMISING WALL -
FROM FLOOR TO 6"
ABOVE THE CEILING.
I V-5" 1
LOCATE DRINKING FOUNTAIN SO THAT
DRINKING FOUNTAIN AND LAVATORY
CAN SHARE WATER, SANITARY, AND
VENT LINES. RE: P101
DIMENSIONS ARE FROM INSIDE FACE OF FINISH
rnvvwL; nun uvmrwnil i II IJULrI l IVI� VR LflY
GUARD TO PROTECT FROM CONTACT. REFER
TO FIXTURE SCHEDULE ON PLUMBING DRAWINGS
2 Interior Elevation
SCALE: 1/2" = V-0"
KEY
DESCRIPTION
BOBRICK
BRADLEY
ASI
REMARKS
O36"
GRAB BAR
6806
8120-001360
3800-36
S.S., SATIN FINISH. 1 1/4" -1 1/2"
DIA., PROVIDE 1 1/4' SPACE
O2
42" GRAB BAR
6806
8120-001420
3800-42
BETWEEN BAR & WALL
OMIRROR
UNIT
B-294
782
0600TA
16" X 30" TILT MIRROR W/ S.S. FRAME
O
TOILET TISSUE DISPENSER
B-2888
5402
0030
S.S., MULTI ROLL -SURFACE MOUNTED
55
PAPER TOWEL DISPENSER
B-262
250-150000
0210
S.S., SURFACE MOUNTED
O
SOAP DISPENSER
6562
S.S., SURFACE MOUNTED
7 Restroom Accessory Schedule
SCALE: NTS
Door Schedule
DOOR
FRAME
HARD
WARE
TYPE
MATERIAL
SIZE
MATERIAL
DETAILS
SET
A
ALUM
T-0" X T-0"
ALUM
N/A
N/A
X 1 3/4"
B
HM
3'-0"
HM
N/A
N/A
3/4
X 1 3/4' "
C
WOOD
3'-0" X 6'-8"
WOOD
H1, J1, S1
1
X 1 314"
NOTES:
TYPES A & B ARE EXISTING TO REMAIN AS IS.
TYPE C IS A NEW HOLLOW CORE PREHUNG DOOR W/ REINFORCED
PANEL TO ACCEPT CLOSER. THE INTERIOR SHALL BE PAINTED TO
MATCH THE RESTROOM WALLS. EXTERIOR SHALL BE PAINT READY.
Hardware Notes
1. ADJUST ALL CLOSERS TO A 5 LB MAX OPENING FORCE.
2. FOR ALL DOOR & HARDWARE SPECIFIED, CONTRACTOR TO SUBMIT
SHOP DRAWINGS & PRODUCT LITERATURE PREPARED BY A
LICENSED & CERTIFIED CONSULTANT.
3. ALL EXTERIOR HOLLOW CORE METAL DOORS ARE EXISTING AND
SHALL REMAIN AS IS
4. ALL LOCK & PASSAGE SETS TO BE SCHLAGE GRADE OR BETTER.
LOCKS NEED TO BE REKEYABLE.
5. SUBMIT DETAILED HARDWARE SCHEDULE FOR ARCHITECT'S AND
TENANTS APPROVAL.
6. ALL DOORS & HARDWARE TO COMPLY WITH NFPA 101-5-2.1.5.
7. ALL DOORS & HARDWARE TO COMPLY WITH THE FLORIDA
ACCESSIBILITY CODE AND THE ADA FEDERAL REGULATION
CODES, UTILIZING A LEVER LATCH OR LOCKSET.
8. ALL STORE FRONT SYSTEM DOORS ARE EXISTING AND SHALL
REMAIN AS IS.
9. FINAL CORE PROCESS FOR LOCKSETS & KEYING SHALL BE:
THE SUBCONTRACTORS WILL INSTALL ALL DOORS, FRAMES,
HARDWARE & LOCKSETS.
Hardware Schedule
HARDWARE SET 1: (NEW INTERIOR HC WOOD DOOR)
A) HINGES: HAGER-1-1/2" PAIR 4-1/2" X 4-1/2" BUTT FULL
MORTISE HINGES: NO. 13131191 FINISH US26D,
B) LOCKSET: SCHLAGE AL SERIES SATURN: AL40S
"PRIVACY LOCK": FINISH US26D
C) CLOSER: LCN NO.4040 FINISH US26D MOUNTED ON
INSIDE OF ROOM
D) SILENCERS: THREE EACH PER DOOR
E) FLOOR MOUNTED DOOR STOP
g
Cn
oLU
OOU
�z
0
U
U O
Em
RE: WALL TYPES FOR
FRAMING, SHEATHING, &
INSULATION INFORMATION
CONT. 2X WOOD BLOCKING
AT ENTIRE PERIMETER OF
ROUGH OPENING
SOLID WOOD DOOR
FRAME, PAINT FINISH
RE: DOOR SCHEDULE
FLUSH HOLLOW CORE
WOOD DOOR
RE: DOOR SCHEDULE
HEAD DETAIL - H1
1 Y2"
JAMB DETAIL - J1
DIMENSIONS ARE FROM INSIDE FACE OF FINISH
FLUSH CONTROL HANDLES TO BE
MOUNTED ON SIDE FURTHEST
FROM WALL TO COMPLY WITH
FBC 114.16.5
T-0" i . 6"
1'4" 1'-611
MIN MIN
3 Interior Elevation
SCALE: 1/2" = V-0"
KEY
DESCRIPTION
REMARKS
7O
WATER CLOSET
RE: ELEVATIONS ABOVE
FOR FIXTURE MOUNTING
HEIGHTS RE: PLUMBING
DRAWINGS FOR FIXTURE
TYPE
8O
LAVATORY
OHI
-LOW DRINKING FOUNTAIN
8 Restroom Fixture Schedule
SCALE: NTS
RE: WALL TYPES FOR
FRAMING, SHEATHING, &
INSULATION INFORMATION
CONT. 2X WOOD BLOCKING
AT ENTIRE PERIMETER OF
ROUGH OPENING
FLUSH HOLLOW CORE
WOOD DOOR
RE: DOOR SCHEDULE
SOLID WOOD DOOR
FRAME, PAINT FINISH
RE: DOOR SCHEDULE
HC WOOD DOOR. RE: SCHED.
SOLID WOOD DOOR
FRAME (BEYOND)
RE: MECHANICAL PLANS
FOR UNDERCUT SIZE
RE: FLOOR PLAN FOR
FINISH INFORMATION
SILL DETAIL - S1
10 Door Details
SCALE: 3" =1'-0"
EXISTING MASONRY
WALL TO REMAIN A,'
EXISTING COREFILL
FOAM INSULATION T
REMAIN AS IS
EXISTING EXTERII
FINISHES TO REM
AS THEY ARE
EXISTING EXTERII
SIDEWALKS AND
ADJACENT LANDE
AREAS TO REMAII
AS THEY ARE
DIMENSIONS ARE FROM INSIDE FACE OF FINISH
4 Interior Elevation
SCALE: 1/2' =1'-0'
GENERAL NOTES:
1. ALL ACCESSORIES TO BE MOUNTED IN ACCORDANCE WITH ALL APPLICABLE CODES,
INCLUDING ADA & FL ACCESSIBILITY CODE.
2. INSTALL SUPPORT BLOCKING IN WALLS WHERE NECESSARY FOR TOILET ACCESSORIES,
INCLUDING GRAB BARS. REFER TO MANUFACTURING INSTALLATION INSTRUCTIONS.
3. PROVIDE INSULATION ON DRAINS AND HOT WATER LINES AT HANDICAP LAVATORIES.
4. REFER TO FLOOR PLAN ON A101 FOR RESTROOM WALL TYPE AND FINISH INFORMATION..
5. REFER TO CEILING PLAN ON A101 FOR RESTROOM CEILING INFORMATION.
9 General Notes
SCALE: NTS
Existing Masonry Wall
EXISTING CMU VVALL W/ NEW FRAMIN(I& SHEATHING
SCALE: 1 1/2' =1'-0"
1/2" GYP BOARD BOTH
SIDES OF FRAMING.
FRAMING, SHEATI
& INSULATION TO
TERMINATE 6" ABI
CEILING.
New 6" Metal Stud Wall
NO FIRE RATING
SCALE: 1 1/2' =1'-0"
11 Wall1/2Types
SCALE:
1 1/2" RIGID
INSULATION
FURRING, SHEATHING,
& INSULATION TO RUN
FROM FLOOR SLAB
TO 6" ABOVE CEILING
SUSPENDED CEILING
RE: CEILING PLAN
1/2' GYP BOARD OVER
1 1/2" Z-FURRING
CHANNELS @ 24" OC
MAX SPACING
6" VINYL BASE ON
INSIDE OF REST
ROOM ONLY
FLOOR SLAB
CONT. STUD AT
TOP OF WALL
MTL STUD FRAMING
600S125-43 @ 24" OC
CEILING, RE: RCP
R-19 SOUND BATTS
CONT. STUD TRACK
600T125-43
6" VINYL BASE ON
INSIDE OF REST
ROOM ONLY
FLOOR SLAB
u
c
I
5/8" GYP BOARD BOTH
SIDES OF FRAMING.
FRAMING, SHEATHING,
& INSULATION TO
TERMINATE AT UNDERSIDE
OF ROOF STRUCTURE ABOVE. —F I
WALL CONSTRUCTION SHALL
BE CONSISTENT WITH UL
DETAILS U419, HW-S-0001, &
W-L-1001 TO PROVIDE A MIN.
1 HOUR FIRE RATING.
MAX MIN
5 Drinking Fountains
SCALE: 1/2" =1'-
New 6" Metal Stud Wall
1 HOUR FIRE RATING
SCALE: 1 1/2" =1'-0"
1/2' GYP BOARD BOTH
SIDES OF FRAMING.
FRAMING, SHEATI
& INSULATION TO
TERMINATE 6" AB
CEILING.
New 3 5/8" Metal Stud Wall
NO FIRE RATING
SCALE: 1 1/2" =1'-0"
EXISTING ROOF DECK
CONT. STUD AT
TOP OF WALL
MTL STUD FRAMING
600S125-43 @ 24" OC
R-19 SOUND BATTS
CONTINUOUS STUD
TRACK 60OT125-43
FLOOR SLAB
CONT. STUD AT
TOP OF WALL
MTL STUD FRAMING
362S12543 @ 24" OC
CEILING, RE: RCP
R-11 SOUND BATTS
CONT. STUD TRACK
362T125-43
6" VINYL BASE ON
INSIDE OF REST
ROOM ONLY
FLOOR SLAB
RESTROOM
UNISEX RESTROOM SIGN
PROVIDE (1) SIGN COMPLYING WITH ADA LOCAL CODE.
SIGN TO HAVE RAISED AND BRAILLE CHARACTERS AND
PICTORIAL SYMBOL OF ACCESSIBILITY. MOUNT CENTER
OF SIGN 5'-0' AFF ON THE WALL ON THE STRIKE SIDE OF
THE DOOR. SIGN TO BE GRAY WITH WHITE CHARACTERS.
6 Accessible Signage
SCALE: 3" =1-0
CAST IN PLACE CONCRETE FLOOR SLAB ON GRADE
A. CONCRETE WORK SHALL CONFORM TO ACI-05 SPECIFICATIONS, CODES AND STANDARDS.
B. CONCRETE SHALL BE PORTLAND CEMENT PER ASTM C150. CONCRETE SHALL BE PROPORTIONED FOR
MAXIMUM ALLOWABLE UNIT SHRINKAGE OF 0.03% AND SHALL BE 25% MAXIMUM FLYASH BY WEIGHT.
C. CONCRETE SHALL BE 4" THICK, 3,000 PSI 28-DAY COMPRESSIVE STRENGTH, NORMAL WEIGHT, MAXIMUM
AGGREGATE SIZE OF 1", 0.55 MAX. W/C, 4"-5" SLUMP.
D. CONCRETE SHALL HAVE 6 X 6 X 2.1 X 2.1 WWF AND BE PLACED OVER A 6 MIL VAPOR BARRIER ON TERMITE
TREATED COMPACTED SOIL.
E. CONCRETE SHALL HAVE MINUNUM 1 1/2" COVER OVER REBAR SIZED #3 - #5.
F. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60.
G. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. WIRE FABRIC SHALL BE CONTINUOUS, LAPPED ONE
CROSS WIRE SPACING PLUS 2" MINIMUM.
H. CONTRACTOR SHALL EMPLOY A QUALIFIED TESTING LABORATORY TO PREPARE ONE SET OF FOUR TEST
CYLINDERS PER DAY OR ONE SET FOR EACH 50 CUBIC YARDS POURED, MAXIMUM. LABORATORY REPORT
SHALL BE FURNISHED TO THE STRUCTURAL ENGINEER SHOWING STRENGTH OF CONCRETE AT 7 (1
CYLINDER) AND 28 (2 CYLINDERS) DAYS. FINAL CYLINDER SHALL BE HELD IN RESERVE.
I. SAW CUT CONTROL JOINTS SHALL BE LOCATED @ 15' O.C. MAXIMUM, U.O.N. WITH LENGTH TO WIDTH RATIO
NOT TO EXCEED 2:1. NEW CONTROL JOINTS SHALL BE ALIGNED WITH EXISTING.
J. ALL EPDXY ANCHORS USED AT REINFORCED CONCRETE SHALL BE HILTI HVA, U.O.N.
K. POWDER ACTUATED FASTENERS (PAFS) NOT PERMITTED AT CONCRETE.
L. ANY FILL REQUIRED TO BACKFILL EXCAVATED AREA OR ACHIEVE FINISHED GRADE IN STRUCTURAL AREAS
SHALL BE AS INDICATED BY GEOTECHNICAL REPORT PROVIDED BY OWNER. THE FILL SHALL BE PLACED IN
LEVEL LIFTS NOT TO EXCEED 12 INCHES LOOSE THICKNESS AND COMPACTED TO A MINIMUM OF 95% OF THE
SOIL'S MODIFIED PROCTOR MAXIMUM DRY DENSITY AS DETERMINED BY ASTM SPECIFICATION D-1557.
M. AN IN -PLACE DENSITY TESTS SHALL BE PERFORMED BY AN EXPERIENCED ENGINEERING TECHNICIAN IN THE
AREA OF THE SLAB POUR.
N. REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE.
0. CAUTION SHOULD BE USED WHEN OPERATING VIBRATORY COMPACTING EQUIPMENT NEAR THE EXISTING
STRUCTURE TO AVOID THE RISK OF DAMAGE TO THE STRUCTURE.
P. THE CONTRACTOR SHALL SUBMIT COPIES OF THE CONCRETE MIX DESIGN AS WELL AS COPIES OF ANY TEST
REPORTS.
Q. SUBMITTALS SHALL BE APPROVED, SIGNED, AND DATED BY THE GENERAL CONTRACTOR PRIOR TO
SUBMITTAL TO ENGINEER AND ARCHITECT OF RECORD.
2 Slab Notes
SCALE: N / A
NE
SLj
WI'
New Slab at Existing CMU Wall
EXISTING # 3 BAR @ 24" OC.
SLAB DRILL & EPDXY SET
INTO EXISTING SLAB.
I—X X
4" 12"
Construction Joint
CONT. EXPANSION
JOINT AT WALL
EXISTING CMU
WALL TO REMAIN
EXISTING
FOUNDATION TO
REMAIN
NEW SLAB
X
v
1/8 TO 3/16 WIDE X 1" DEEP SAW CUTS TO BE MADE WITHIN 24 HOURS
GROOVE W/ HIGH TRAFFIC OF POUR, WWF SHALL BE CONTINUOUS @
SEALANT FILLER ALL C.J.S. U.O.N. ON PLANS
X X X X X X
Sawcut Joint
13 SlabSDetails
SCALE:
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Design No. U419 (November 14, 2007)
in. thick) shall be attached to furring channels as described in Item 6. One layer of gypsum board panels (1/2 in.
Nonbearing Wall Ratings — 1, 2, 3 or 4 Hr (See Items 4 & 5)
or 5/8 in. thick) attached to opposite side of stud without furring channels as described in Item 6.
\<
5A. Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 24 to 54 in. wide, applied horizontally as
the outer layer to one side of the assembly. Secured as described in Item 6. - Canadian Gypsum Co — Type
_ a
SHX.; US Gypsum Co —Type FRX-G, SHX.; USG Mexico S A DE C V —Type SHX.
h
5B. Gypsum Board* — (As an alternate to Item 5 when used as the base layer on one or both sides of wall, For
direct attachment only, not to be used with Item 3) - Nom 5/8 in. thick lead backed gypsum panels with
beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1
stud cavity on opposite sides of studs. Wallboard secured to studs with 1 1/4 in. long Type 5-12 steel screw
spaced 8 in. OC at perimeter and 12 in. OC in the field. -Ray-Bar Engineering Corp —Type RB-LBG
6. Fasteners — (Not shown) — For use with Item 2 - Type S or S- 12 steel screws used to attach panels to studs
i
(Item 2) or furring channels (Item 7). Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4
in. long for 3/4 in. thick panels, spaced 8 in. OC when panels are applied horizontally, or 8 in. OC along
vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems:
1. Floor and Ceiling Runners — (Not shown) — For use with Item 2 - Channel shaped, fabricated from min
First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in.
25 MSG corrosion -protected steel, min width to accommodate stud size, with min 1 in. long legs, attached to
OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels,
floor and ceiling with fasteners 24 in. OC max.
spaced 16 in. OC with screws offset 8 in. from first layer. Three -layer systems: First layer- 1 in. long for 1/2
IA. Floor and Ceiling Runners* — Not shown - In lieu of Item 1 — For use with Item 2A, proprietary
in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced
channel shaped, min. 3-5/8 in. wide with 1 in. long legs, fabricated from min. 0.0150 in. (0.0146 in., min bare
24 in. OC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels,
metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC max. - Dietrich
spaced 12 in. OC. Screws offset min 6 in. from layer below. Four -layer systems: First layer- 1 in. long for
Industries Inc — U1traSTEEL®.
1B. Floor and Ceiling Runners — (Not shown - In lieu of Item 1) — For use with Item 2A, proprietary
1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels,
channel shaped, min. 2-9/16 in. wide with 1-3/16 in. wide flanges, fabricated from min. 0.0150 in. galvanized
spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels,
p y g p g
steel, attached to floor and ceiling fasteners 24 in. OC. max. -Dietrich Industries Inc — UltraSTEEL®.
spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in. thick panels or 3 in. long for 5/8 in. thick panels,
2. Steel Studs —Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min width as
spaced 12 in. OC. Screws offset min 6 in. from layer below.
indicated under Item 5, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 in. OC. Studs to be cut 3/8
6A. Fasteners (Not shown) —For use with Item 2A - Type S or 5-12 steel screws used to attach panels to
to 3/4 in. less than assembly height.
studs (Item 2). Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1A in. long for 3/4 in.
2A. Steel Studs* an In lieu of Item 2 - Pro Proprietary channel shaped studs min. width as indicated under Item 5
p ry p
thick panels, spaced 8-1/2 in. OC with additional screws 1 in, and 2-1/2 in. from edges of the board when
min. 1-1/4 in. long legs and 1/4 in. long folded back return flange legs, fabricated from min. 0.0 15 5 in.
panels are horizontally. or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels
(0.0149 in., min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4
area lied vertically. Two layer systems applied vertically: First layer- 1 in. long for 1/2 and 5/8 in. thick
pp y y y pp y y g
in. less than assembly height. Allowable use of studs is shown in the table below. For direct attachment of
panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8
gypsum board only. -Dietrich Industries Inc — U1traSTEEL�.
in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first
2B. Steel Studs — (As an alternate to Item 2, For use with Item SB) Channel shaped, fabricated from min 20
layer. Two layer systems applied horizontally: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4
MSG (0.0327 in. thick) corrosion -protected or galv steel, 3-1/2 in. min width, min 1-1/2 in. flanges and 1/4 in.
in. long for 3/4 in. thick panels, spaced 16 in. OC starting 8 in. from each edge of the board with an additional
return, spaced a max of 16 in. OC. Studs friction -fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4
screw placed 1-1/4 in. from each edge of the board. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick
in. less than assembly height.
panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC starting 8 in. from each edge of the board
3. Wood Structural Panel Sheathing(Optional, For use with Item 5 Only.)- of Shown 4 ft wide 7/16
— ( p y )- )
with an additional screw placed 1-1/4 in. from each edge of the board with screws offset 8 in. from first layer.
in. thick oriented strand board (OSB) or 15/32 in. thick structural 1 sheathing (plywood) complying with DOC
Three -layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer -
PSI or PS2, or APA Standard PRP-108, manufactured with exterior glue, applied horizontally or vertically to
1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 in.
the steel studs. Vertical joints centered on studs, and staggered one stud space from wallboard joints. Attached
thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer
to studs with flat -head self -drilling tapping screws with a min. head diam. of 0.292 in. at maximum 6 in. OC.
below. For all layers, an additional screw shall be placed 1-1/4 in. from each edge of the board. Four -layer
in the perimeter and 12 in. OC. in the field.
systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long
4. Batts and Blankets* — (Required as indicated under Item 5) — Mineral wool batts, friction fitted between
for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in, long for 1/2 in. thick panels or 2-5/8
studs and runners. Min nom thickness as indicated under Item 5. See Batts and Blankets (BKNV or BZJZ)
in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in. thick panels or 3 in.
Categories for names of Classified companies.
long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. For all layers, an
additional screw shall be placed 1-1/4 in. from each edge of the board.
4A. Batts an Blankets* —
dO (Optional) Placed m stud cavities, an la fiber r iinsulation
(p ) c es, y glass be o mineral wool
bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts
7. Furring Channels — (Optional, not shown, for single or double layer systems) — Resilient furring channels
and Blankets (BKNV or BZJZ) Categories for names of Classified companies.
fabricated from min 25 MSG corrosion -protected steel, spaced vertically a max of 24 in. OC. Flange portion
5. Gypsum Board* — Gypsum panels with beveled, r r tapered
yp yp p b e ed, square o ape ed edges, applied vertically or horizontally.
attached to each intersecting stud with 1/2 in. long Type S- 12 steel screws. Not for use with Item 5A.
Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in
7A. Steel Framing Members Not Shown)* — (Optional on or both sides not shown for single r 1
g e ( ) ( p o g e o double
adjacent layers multila er systems) staggered one stud cavity. Horizontal joints need not be backed b steel
y ( y y ) gg ry' y
layer systems) — As an alternate to Item 7, furring channels and Steel Framing Members as described below:
framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered.
. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in, wide by 7/8 in. deep, spaced max. 24
ain.
Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12
OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to
in. The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows:
furring channels as described in Item 6. Not for use with Item SA.
b. Steel Framing Members* — Used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced
Wallboard Protection on Each Side of Wall
max. 48 in. OC. RSIC-1 clips secured to studs with No. 8 x 1-1/2 in. minimum self -drilling, S- 12 steel
screw through the center grommet. RSIC-V clips secured to studs with No. 8 x 9/16 in. minimum self-
„- "-..... ---------- .
drilling, S- 12 steel screw through the center hole. Furring channels are friction fitted into clips. - PAC
Min Min No. of Min
International Inc — Types RSIC-1, RSIC-V.
Stud Stud Layers Thkns of
7B. Steel Framing Members (Optional, Not Shown)* — As an alternate to Item 7, furring channels and Steel
Depth, Depth, &Thkns Insulation
Framing Members on only one side of studs as described below:
Rating „ Item 2 Item 2A of Panel (Item 4)
a. Furring Channels — Formed of No. 25 MSG galv steel, spaced 24 in. OC perpendicular to studs.
,,...
""" """`
Channels secured to studs as described in Item b. Batts and Blankets placed in stud cavity as described in
1 3 1/2 3 5/8 1 layer, 5/8 in. thick 111Optional
Item 5. Two layers of gypsum board attached to furring channels as described in Item 5. Not for use with
1 2 1/2 3 5/8 1 layer, 1/2 in. thick 1 1/2 in.
Item 5A.
b. Steel Framing Members* — Used to attach furring channels (Item 7Ba) to one side of studs (Item 2)
1 1-5/8 3-5/8 1 layer, 3/4 in, thick 1 Optional
only. Clips spaced 48 in. OC., and secured to studs with two No. 8 x 2-1/2 in. coarse drywall screws, one
through the hole at each end of the clip. Furring channels are friction fitted into clips. - Kinetics Noise
2 1 5/8 2 1/2 2 layers, 1/2 in. thick ; Optional
Control Inc —Type Isomax
2 1 5/8 2 1/2 2 layers, 5/8 m thick ; Optional
8. Joint Tape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to
joints and screw heads of outer layers. Paper tape, nom 2 in. wide, embedded in first layer of compound over
2 3-1/2 3-5/8 1 layer, 3/4 in. thick 3 m
all joints of outer layer panels. Paper tape and joint compound may be omitted when gypsum panels are
......
supplied with a square edge.
3 1-5/8 ° 2-1/2 3 layers, 1/2 in. thick = Optional j
9, Siding, Brick or Stucco — (Optional, not shown) — Aluminum, vinyl or steel siding, brick veneer or
m ....... m:....:, m.:, .
3 1 5/8 2 1/2 2 layers, 3/4 m thick ; Optional
stucco, meeting the requirements of local code agencies, installed over gypsum panels. Brick veneer attached
to studs with corrugated metal wall ties attached to each stud with steel screws not more than each sixth
l 3 1-5/8 i 2-1/2 3 layers, 5/8 in. thick Optional
course of brick.
.......................................
Caulking and Sealants* (Optional not shown) A bed of acoustical sealant applied around the
10. — s ) — a a 1'
4 z 1-5/8 2-1/2 4 layers, 5/8 in. thick Optional
partition perimeter for sound control. - US Gypsum Co — Type AS
4 1 5/8 2 1/2 4 layers, 1/2 m thick ' Optional
11. Lead Batten Strips — (Not Shown, For Use With Item 5B) - Lead batten strips, min 1-1/2 in. wide, max 10
,,,,,,,. . ......... . ......... ,:.,: ......:. _,,.,.,.. ...,., ,,.,.,,,, ,.,,,,,,. ,.,,,,,,,� ,.,,,,,. ,,,,,,,,. .,.,,.,
ft long with a max thickness of 0.125 in. Strips placed on the interior face of studs and attached from the
4 2-1/2 2-1/2 J, 2 layers, 3/4 in. thick 2 in.
exterior face of the stud with two 1 in. long Type S- 12 pan head steel screws, one at the top of the strip and
•�, --- - - �� m - - �` m- r. , ., .,°
one at the bottom of the strip. Lead batten strips to have a purity of 99.9% o meeting the Federal specification
CANADIAN GYPSUM COMPANY — 1/2 in. thick Type C, IP-X2 or IPC-AR; WRC, 5/8 in. thick Type AR,
QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard
C, IP-AR, IP-Xl, IP-X2, IPC-AR, SCX, SHX, WRX or WRC; 3/4 in. thick Types IP-X3 or ULTRACODE
(Item 5B) and optional at remaining stud locations. Required behind vertical joints.
United States Gypsum CO — 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type SCX, SHX,
12. Lead Discs or Tabs — (Not Shown, For Use With Item 513) - Used in lieu of or in addition to the lead
WRX, IP-X1, AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR ; 3/4 in. thick Types IP-X3 or ULTRACODE
batten strips (Item 11) or optional at other locations - Max 3/4 in. diam by max 0.125 in. thick lead discs
USG MEXICO S A DE C V — 1/2 in. thick Type C, IP-XZ, IPC-AR or WRC; 5/8 in. thick Type AR, C, IP-
compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead
tabs placed on gypsum boards (I±em SB) underneath screw locations prior to the installation of the screws.
AR, IP-XI, IP-X2, IPC-AR, SCX, SHX, WRX, WRC or; 3/4 in. thick Types IP-X3 or ULTRACODE
Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C".
When Item 7B, Steel Framing Members*, is used, Nonbearing Wall Rating is limited to 1 Hr. Min. stud depth is
*Bearing the UL Classification Mark
3-1/2 in., min. thickness of insulation (Item 4) is 3 in., and two layers of gypsum board panels (1/2 in. or 5/8
UL Detail - U419
SCALE: N.T.S.
System No. HW-S-0001 (December 01,1999)
Assembly Ratings —1 & 2 Hr (See Item 3B)
{
1. Floor Assembly — The fire -rated fluted steel deck/concrete floor assembly shall be constructed of the materials and
in the manner described in the individual Floor -Ceiling Design in the UL Fire Resistance Directory and shall
include the following construction features:
A. Steel Floor and Form Units* — Max 3 in. deep galv steel fluted floor units.
B. Concrete — Min 2-1/2 in. thick reinforced concrete, as measured from the top plane of the floor units.
IA. Roof Assembly — As an alternate to Item 1, Floor Assembly, the fire -rated roof assembly shall be constructed of
the materials and in the manner described in the individual P700, P800 or P900 series Roof -Ceiling Designs in the
UL Fire Resistance Directory and shall contain max 1-1/2 in. deep galv steel fluted roof units. The hourly fire rating
of the roof assembly shall be equal to or greater than the hourly fire rating of the wall assembly. In the case of
spray -applied protection materials on the steel roof units, the joint system shall be installed prior to the spray -
applied protection material.
2. Wall Assembly — The 1 or 2 hr fire -rated gypsum wallboard/steel stud wall assembly shall be constructed of the
materials and in the manner described in the individual U400-Series Wall and Partition Designs in the UL Fire
Resistance Directory and shall include the following construction features:
A. Steel Floor And Ceiling Runners — Floor and ceiling runners of wall assembly shall consist of min 25 ga
galv steel channels sized to accommodate steel studs (Item 2B). Ceiling runner to be provided with 1-1/2 in.
flanges. Ceiling runner secured to valleys of steel floor units (Item 1 A) with steel fasteners or by welds spaced
max 12 in. OC.
B. Studs — Steel studs to be min 2-1/2 in. wide. Stud spacing not to exceed 24 in. OC.
C. Gypsum Board* — Wallboard sheets installed to a min total thickness of 1/2 or 1 in. on each side of wall for 1
or 2 ratings, respectively. Wall to be constructed as specified in the individual Wall and Partition Design in the
UL Fire Resistance Directory. Wallboard to be butted tight to the bottom of the steel floor units.
3. Joint System — The joint system consists of a forming material and a fill material in the flutes of the steel floor
units, as follows:
A. Forming Materials* — Min 2-1/2 in. thickness of min 4 pcf density mineral wool batt insulation firmly packed
into flutes of steel floor units above ceiling runner as a permanent form. Forming material to be recessed from
edges of ceiling runner on each side of wall as required to accommodate the required thickness of fill material. -
Thermafiber Inc — Type SAF
B. Fill, Void or Cavity Material* — Dry mix material mixed with water at a rate of 2.1 parts dry mix to 1 part
water, by weight, in accordance with accompanying installation instructions. A min 1/2 in. thickness of fill
material installed on each side of the wall in the flutes of the steel floor units, flush with each surface of the
wallboard for the 1 hr Assembly Rating. A min 1 in. thickness of fill material is required on each side of the
wall for the 2 hr Assembly Rating. - US Gypsum Co — Type FC
B1. Fill, Void or Cavity Material* (Not Shown) — 2 component fill material used as an alternate to Item 3B.
Ready -mixed component mixed with accelerator component at a rate of 66:1 (ready -mixed component to
accelerator component by weight) in accordance with the accompanying installation instructions. Applied as
described in Item 3B to a min thickness of 1/2 in. for the 1 hr Assembly Rating, and to a min thickness of 1 in.
for the 2 hr Assembly Rating. - US Gypsum Co — Type RFC
*Bearing the UL Classification Mark
2 UL Detail t it S0001
HW
SCALE: N.T.S.
System No. W-L-1001 (June 15, 2005)
F Ratings —1, 2, 3 and 4 Hr (See Items 2 and 3) T Ratings — 0, 1, 2, 3, and 4 Hr (See Item 3)
L Rating At Ambient — less than 1 CFM/sq ft L Rating At 400 F — less than 1 CFM/sq ft
SECTION A -A
1. Wall Assembly — The 1, 2, 3 or 4 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and
in the manner described in the individual U300 or U400 Series Wall or Partition Designs in the UL Fire Resistance Directory
and shall include the following construction features:
A. Studs — Wall framing may consist of either wood studs (max 2 h fire rated assemblies) or steel channel studs. Wood studs
to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC with nom 2 by 4 in. (51 by 102 mm)
lumber end plates and cross braces. Steel studs to be min 3-5/8 in. (92 mm) wide by 1-3/8 in. (35 mm) deep channels
spaced max 24 in. (610 mm) OC.
B. Gypsum Board* —Nom 1/2 or 5/8 in. (13 or 16 mm) thick, 4 ft. (122 cm) wide with square or tapered edges. The gypsum
wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300
or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 26 in. (660 mm).
2. Through -Penetrant — One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop
system. The annular space between pipe, conduit or tubing and periphery of opening shall be min of 0 in / (0 mm). (point
contact) to max 2 in. (51 mm) Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following
types and sizes of metallic pipes, conduits or tubing may be used:
A. Steel Pipe — Nom 24 in. (6 10 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.
B. Iron Pipe — Nom 24 in. (610 mm) diam (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in (305 mm)
diam (or smaller) or Class 50 (or heavier) ductile iron pressure pipe.
C. Conduit — Nom 6 in. (152 mm) diam (or smaller) steel conduit or nom 4 in (102 mm) diam (or smaller) steel electrical
metallic tubing
D. Copper Tubing — Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing
E. Copper Pipe — Nom 6 in. (152 mm) diam (or smaller) Regular (or heavier) copper pipe.
F. Through Penetrating Product* — Flexible Metal Piping The following types of steel flexible metal gas piping may be
used:
1. Nom 2 in. (51 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be
removed on both sides of floor or wall assembly. OMEGA FLEX INC
2. Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be
removed on both sides of floor or wall assembly. GASTITE, DIV OF TITEFLEX
3. Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be
removed on both sides of floor or wall assembly. WARD MFG INC
3. Fill, Void or Cavity Material* — Caulk or Sealant — Min 5/8., 1-1/4,1-7/8 and 2-1/2 in. (16, 32, 48 and 64 mm) thickness
of caulk for 1, 2, 3 and 4 hr rated assemblies, respectively, applied within annulus, flush with both surfaces of wall. Min 1/4 in.
(6 mm) diam bead of caulk applied to gypsum board/penetrant interface at point contact location on both sides of wall. The
hourly F Rating of the firestop system is dependent upon the hourly fire rating of the wall assembly in which it is installed, as
shown in the following table. The hourly T Rating of the firestop system is dependent upon the type or size of the pipe or
conduit and the hourly fire rating of the wall assembly in which it is installed, as tabulated below:
Max Pipe
F
T
or Conduit
Rating
Rating
Diam In (mm)
Hr
Hr
1 (25)
1 or 2
0+, 1 or 2
1 (25)
3 or 4
3 or 4
4 (102)
1 or 2
0
6 (152)
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INDEX 0
SECTION 01100 - SUMMARY
SECTION 01250 - CONTRACT MODIFICATION PROCEDURES
SECTION 01290 - PAYMENT PROCEDURES
SECTION 01310 - PROJECT MANAGEMENT AND COORDINATION
SECTION 01320 - CONSTRUCTION PROGRESS DOCUMENTATION
SECTION 01330 - SUBMITTAL PROCEDURES
SECTION 01400 - QUALITY REQUIREMENTS
SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS
SECTION 01770 - CLOSEOUT PROCEDURES
SECTION 02361- TERMITE CONTROL
SECTION 03300 - CAST -IN -PLACE CONCRETE
SECTION 06100 - ROUGH CARPENTRY
SECTION 07210 - BUILDING INSULATION
SECTION 07920 - JOINT SEALANTS
SECTION 08211- FLUSH WOOD DOORS
SECTION 09260 - GYPSUM BOARD ASSEMBLIES
SECTION 09512 - ACOUSTICAL TILE CEILINGS
SECTION 09653 - RESILIENT WALL BASE AND ACCESSORIES
SECTION 09900 - PAINT AND WALL FINISHES
SECTION 10801- TOILET AND BATH ACCESSORIES
SECTION 01100 - SUMMARY
PART 1 - GENERAL
1.1 WORK COVERED BY CONTRACT DOCUMENTS
A. Project Identification: Tenant D3-D4 at Zephyr Commons
1. Project Location: 7856 & 7860 Gall Bvld, Zephyrhills, FL.
2. Owner: Primerica Group One, Inc
B. The Work consists of approximately 2,800 SF of selective interior demolition and "vanilla box" interior buildout inside an existing
shell building.
C. Project will be constructed under a general construction contract.
1.2 WORK SEQUENCE - - -
A. The Work shall be conducted in one phase on a schedule that is mutually agreed on by the contractor and owner.
1.3 USE OF PREMISES
A. General: Contractor shall have full use of premises for construction operations, including use of Project site, during construction
period. Contractor's use of premises is limited only by Owner's right to perform work or to retain other contractors on portions of
Project.
B. Cooperate fully with separate contractors so work on those contracts may be carried out smoothly, without interfering with or
delaying work under this Contract.
END OF SECTION 01100
SECTION 01250 - CONTRACT MODIFICATION PROCEDURES
PART 1 - GENERAL
1.1 PROPOSAL REQUESTS
A. Owner -Initiated Proposals. Do not consider proposed changes as instructions either to stop work in progress or to execute the
proposed change, unless told by the owner in writing to do so. Within 14 days, submit a quotation estimating cost adjustments to
the Contract Sum and the Contract Time necessary to execute the change. Include a list of all changes to quantities of prod-
ucts. Indicate applicable taxes, delivery charges, and equipment rentals. And, include an updated Contractor's Construction
Schedule.
B. Contractor -Initiated Proposals: If latent or unforeseen conditions require modifications to the Contract, Contractor may propose
changes by submitting a request for a change. Use AIA Document G709.
1.3 CHANGE ORDER PROCEDURES
A. On Owner's approval of a Proposal Request, Contractor will issue a Change Order for signatures of Owner and Contractor on AIA
Document G701.
END OF SECTION 01250
SECTION 01290 - PAYMENT PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. This Section specifies administrative and procedural requirements necessary to prepare and process Applications for Payment.
1.2 SCHEDULE OF VALUES
A. Contractor shall prepare a schedule of values that is coordinated with the Contractor's Construction Schedule. The contractor shall
submit the schedule of values to the owner for approval prior to starting the work.
1.3 APPLICATIONS FOR PAYMENT
A. Application for Payment shall Use AIA Documents G702 and G703.
B. Notarize and execute the forms by a person authorized to sign legal documents on behalf of Contractor. Submit the forms along
with waivers of lien directly to the owner for approval. Include waivers of lien.
C. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's lien from every entity who is
lawfully entitled to file a mechanic's lien arising out of the Contract and related to the Work covered by the payment.
D. Final Payment Application: Submit final Application for Payment with releases and supporting documentation not previously
submitted and accepted, including, but not limited, to the following:
l . Evidence of completion of Project closeout requirements.
2. Insurance certificates for products and completed operations where required and proof that taxes, fees, and similar obliga-
tions were paid. .
3. Updated final statement, accounting for final changes to the Contract Sum.
4. AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims."
5. AIA Document G706A, "Contractor's Affidavit of Release of Liens."
6. AIA Document G707, "Consent of Surety to Final Payment."
7. Evidence that claims have been settled.
8. Final meter readings for utilities, a measured record of stored fuel, and similar data as of date of Substantial Completion or
when Owner took possession of and assumed responsibility for corresponding elements of the Work.
END OF SECTION 01290
SECTION 01310 - PROJECT MANAGEMENT AND COORDINATION
PART 1 - GENERAL
1.1 PROJECT MEETINGS
A. Schedule and conduct meetings at the Project site to coordinate subcontractors and update progress. This meetings should be
weekly and as required to coordinate the work. Make the owner aware of these meetings in advance. Keep minutes of these meet-
ings and forward copies to the owner and architect for their record.
B. Preconstruction Conference: Schedule a preconstruction conference before starting construction, at a time convenient to Owner.
END OF SECTION 01310
SECTION 01320 - CONSTRUCTION PROGRESS DOCUMENTATION
PART 1 - GENERAL
1.1 CONTRACTOR'S CONSTRUCTION SCHEDULE
A. Contractor's Construction Schedule Updating: At intervals appropriate to the construction, update schedule to reflect actual con-
struction progress and activities. Issue schedule before each regularly scheduled progress meeting.
END OF SECTION 01320
SECTION 01330 - SUBMITTAL PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. All submittals shall be sent directly to the owner for approval. No submittals should be sent directly to the architect.
B. Submittals are only required for items that are aesthetic in nature. This includes, but is not limited to paint colors, ceiling tile, VCT,
vinyl base, and door hardware. All finishes shall be selected by the owner from submittals prepared by the contractor.
C. Submittals are required for any items where the contractor wishes to deviate from the construction drawings. These submittals
must be sent directly to the owner for approval.
D. Prior to starting construction, the contractor shall review the entire bill of materials with the owner to determine what items will
need the owner's approval prior to purchase.
END OF SECTION 01330
SECTION 01400 - QUALITY REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes administrative and procedural requirements for quality assurance and quality control.
B. Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not
relieve Contractor of responsibility for compliance with the Contract Document requirements.
1. Specified tests, inspections, and related actions do not limit Contractor's quality -control procedures that facilitate compli-
ance with the Contract Document requirements.
2. Requirements for Contractor to provide quality -control services required by Architect, Owner, or authorities having jurisdic-
tion are not limited by provisions of this Section.
1.2. DEFINITIONS
A. Quality -Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard
against defects and deficiencies and ensure that proposed construction complies with requirements.
B. Quality -Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate
that completed construction complies with requirements. Services do not include contract enforcement activities performed by
Architect.
C. Mockups: Full-size, physical example assemblies to illustrate finishes and materials. Mockups are used to verify selections made
under Sample submittals, to demonstrate aesthetic effects and, where indicated, qualities of materials and execution, and to review
construction, coordination, testing, or operation; they are not Samples. Mockups establish the standard by which the Work will be
judged.
D. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing laboratory shall mean the same as test-
ing agency.
1.3 SUBMITTALS
A. Reports: Prepare and submit certified written reports that include the following:
1. Date of issue.
2. Project title and number.
3. Name, address, and telephone number of testing agency.
4. Dates and locations of samples and tests or inspections.
5. Names of individuals making tests and inspections.
6. Description of the Work and test and inspection method.
7. Identification of product and Specification Section.
8. Complete test or inspection data.
9. Test and inspection results and an interpretation of test results.
10. Ambient conditions at time of sample taking and testing and inspecting.
11. Comments or professional opinion on whether tested or inspected Work complies with the Contract Document require-
ments.
12. Name and signature of laboratory inspector.
13. Recommendations on retesting and reinspecting.
B. Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses, certifications, inspection reports,
releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents,
established for compliance with standards and regulations bearing on performance of the Work.
1.5 QUALITY ASSURANCE
A. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of
successful in-service performance, as well as sufficient production capacity to produce required units.
B. Factory -Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and
approved by manufacturer to inspect installation of manufacturer's products that are similar in material, design, and extent to those
indicated for this Project.
C. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work similar in material, design,
and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service perfor-
mance.
D. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project
and with a record of successful in-service performance.
E. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is
located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those
performed for installations of the system, assembly, or product that are similar to those indicated for this Project in material, design,
and extent.
F. Specialists: Certain sections of the Specifications require that specific construction activities shall be performed by entities who
are recognized experts in those operations. Specialists shall satisfy qualification requirements indicated and shall be engaged for
the activities indicated.
1. Requirement for specialists shall not supersede building codes and similar regulations governing the Work, nor interfere
with local trade -union jurisdictional settlements and similar conventions.
G. Testing Agency Qualifications: Anagency with the experience and capability tyto conduct testing and inspecting indicated, as docu-
mented by ASTM E 548, and that specializes in types of tests and inspections to be performed.
1.6 QUALITY CONTROL
A. Owner Responsibilities: Where quality -control services are indicated as Owner's responsibility, Owner will engage a qualified
testing agency to perform these services.
1. Owner will furnish Contractor with names, addresses, and telephone numbers of testing agencies engaged and a description
of the types of testing and inspecting they are engaged to perform.
2. Costs for retesting and reinspecting construction that replaces or is necessitated by work that failed to comply with the Con-
tract Documents will be charged to Contractor.
B. Contractor Responsibilities: Unless otherwise indicated, provide quality -control services specified and required by authorities
having jurisdiction.
1. Where services are indicated as Contractor's responsibility, engage a qualified testing agency to perform these quality -
control services.
a. Contractor shall not employ the same entity engaged by Owner, unless agreed to in writing by Owner.
2. Notify testing agencies at least 24 hours in advance of time when Work that requires testing or inspecting will be per-
formed.
3. Where quality -control services are indicated as Contractor's responsibility, submit a certified written report, in duplicate, of
each quality -control service.
4. Testing and inspecting requested by Contractor and not required by the Contract Documents are Contractor's responsibil-
ity.
5. Submit additional copies of each written report directly to authorities having jurisdiction, when they so direct.
C. Manufacturer's Field Services: Where indicated, engage a factory -authorized service representative to inspect field -assembled
components and equipment installation, including service connections. Report results in writing.
D. Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality -
control services, including retesting and reinspecting, for construction that revised or replaced Work that failed to comply with
requirements established by the Contract Documents.
E. Testing Agency Responsibilities: Cooperate with Architect and Contractor in performance of duties. Provide qualified personnel
to perform required tests and inspections.
1. Notify Architect and Contractor promptly of irregularities or deficiencies observed in the Work during performance of its
services.
2. Interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from
requirements.
3. Submit a certified written report, in duplicate, of each test, inspection, and similar quality -control service through Contrac-
tor.
4. Do not release, revoke, alter, or increase requirements of the Contract Documents or approve or accept any portion of the
Work.
5. Do not perform any duties of Contractor.
END OF SECTION 01400
SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes requirements for temporary facilities and controls, including temporary utilities, support facilities, and secu-
rity and protection facilities.
1.2 USE CHARGES
A. General: Cost or use charges for temporary facilities are not chargeable to Owner or Architect and shall be included in the Contract
Sum. .
B. Sewer Service: Pay sewer service use charges for sewer usage, by all parties engaged in construction, at Project site.
C. Water Service: Pay water service use charges, whether metered or otherwise, for water used by all entities engaged in construction
activities at Project site.
D. Electric Power Service: Pay electric power service use charges, whether metered or otherwise, for electricity used by all entities
engaged in construction activities at Project site.
1.3 QUALITY ASSURANCE
A. Standards:. Comply with ANSI A10.6, NECA's "Temporary Electrical Facilities," and NFPA 241.
1. Trade Jurisdictions: Assigned responsibilities for installation and operation of temporary utilities are not intended to inter-
fere with trade regulations and union jurisdictions.
2. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric service. Install
service to comply with NFPA 70.
B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary utility before use. Obtain
required certifications and permits.
PART 2 - PRODUCTS
2.1 EQUIPMENT
A. General: Provide equipment suitable for use intended.
B. Fire Extinguishers: Hand carried, portable, UL rated. Provide class and extinguishing agent as indicated or a combination of
extinguishers of NFPA-recommended classes for exposures in quantities and locations determined by regulation of any authority
having jurisdiction.
1. Comply with NFPA 10 and NFPA 241 for classification, extinguishing agent, and size required by location and class of fire
exposure.
C. Self -Contained Toilet Units: Single -occupant units of chemical, aerated recirculation, or combustion type; vented; fully enclosed
with a glass -fiber -reinforced polyester shell or similar nonabsorbent material in quantities and locations determined by regulation
of any authority having jurisdiction
D. Drinking -Water Fixtures: Drinking -water fountains or Containerized, tap -dispenser, bottled -water drinking -water units, including
paper cup supply in quantities and locations determined by regulation of any authority having jurisdiction
E. Electrical Outlets: Properly configured, NEMA-polarized outlets to prevent insertion of 110- to 120-V plugs into higher -voltage
outlets; equipped with ground -fault circuit interrupters, reset button, and pilot light.
F. Power Distribution System Circuits: Where permitted and overhead and exposed for surveillance, wiring circuits, not exceeding
125-V ac, 20-A rating, and lighting circuits may be nonmetallic sheathed cable.
PART 3 - EXECUTION
3.1 INSTALLATION, GENERAL
A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relo-
cate and modify facilities as required.
B. Provide each facility ready for use when needed to avoid delay. Maintain and modify as required. Do not remove until facilities
are no longer needed or are replaced by authorized use of completed permanent facilities.
3.2 TEMPORARY UTILITY INSTALLATION
A. General: Engage appropriate local utility company to install temporary service or connect to existing service. Where utility com-
pany provides only part of the service, provide the remainder with matching, compatible materials and equipment. Comply with
utility company recommendations.
1. Arrange with utility company, Owner, and existing users for time when service can be interrupted, if necessary, to make
connections for temporary services.
2. Provide adequate capacity at each stage of construction. Before temporary utility is available, provide trucked -in services.
B. Sewers and Drainage: If sewers are available, provide temporary connections to remove effluent that can be discharged lawfully.
If sewers are not available or cannot be used, provide drainage ditches, dry wells, stabilization ponds, and similar facilities. If
neither sewers nor drainage facilities can be lawfully used for discharge of effluent, provide containers to remove and dispose of
effluent off -site in a lawful manner.
C. Water Service: Install water service and distribution piping in sizes and pressures adequate for construction until permanent water
service is in use. Sterilize temporary water piping before use.
D. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking -water fixtures. Comply with regulations and health
codes for type, number, location, operation, and maintenance of fixtures and facilities.
E. Heating and Cooling: Provide temporary heating and cooling required by construction activities for curing or drying of completed
installations or for protecting installed construction from adverse effects of low temperatures or high humidity.
1. Maintain a minimum temperature of 50 deg F in permanently enclosed portions of building for normal construction activi-
ties, and 65 deg F for finishing activities and areas where finished Work has been installed.
F. Ventilation and Humidity Control: Provide temporary ventilation required by construction activities for curing or drying of com-
pleted installations or for protecting installed construction from adverse effects of high humidity. .
G. Electric Power Service: Provide weatherproof, grounded electric power service and distribution system of sufficient size, capac-
ity, and power characteristics during construction period. Include meters, transformers, overload -protected disconnecting means,
automatic ground -fault interrupters, and main distribution switchgear.
H. Lighting: Provide temporary lighting with local switching that provides adequate illumination for construction operations and
traffic conditions.
L Telephone Service: Provide temporary telephone service throughout construction period for common -use facilities used by all
personnel engaged in construction activities.
1. Provide additional telephone lines for the following:
a. Provide a dedicated telephone line for each facsimile machine and computer with modem in each field office.
2. Provide an answering machine on superintendent's telephone.
3. Provide a facsimile machine for site use
4. Provide a portable cellular telephone for superintendent's use in making and receiving telephone calls when away from field
office.
3.3 SUPPORT FACILITIES INSTALLATION
A. General: Comply with the following:
1 Locate field offices, storage sheds, sanitary ryfacilities, and otker temporary construction and support facilities for easy access,
making them accessible for handicap access where required by the authority having jurisdiction.
2. Maintain support facilities until near Substantial Completion. Remove before Substantial Completion. Personnel remain-
ing after Substantial Completion will be permitted to use permanent facilities, under conditions acceptable to Owner.
3.4 OPERATION, TERMINATION, AND REMOVAL
A. Termination and Removal: Remove each temporary facility when need for its service has ended, when it has been replaced by
authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent
construction that may have been delayed because of interference with temporary facility. Repair damaged Work, clean exposed
surfaces, and replace construction that cannot be satisfactorily repaired.
1. Materials and facilities that constitute temporary facilities are the property of Contractor. Owner reserves right to take pos-
session of Project identification signs.
2. Remove temporary paving not intended for or acceptable for integration into permanent paving. Where area is intended for
landscape development, remove soil and aggregate fill that do not comply with requirements for fill or subsoil. Remove
materials contaminated with road oil, asphalt and other petrochemical compounds, and other substances that might impair
growth of plant materials or lawns. Repair or replace street paving, curbs, and sidewalks at temporary entrances, as required
by authorities having jurisdiction.
3. At Substantial Completion, clean and renovate permanent facilities used during construction period. Comply with final
cleaning requirements in Division 1 Section "Closeout Procedures."
END OF SECTION 01500
SECTION 01770 - CLOSEOUT PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the follow-
ing:
1. Inspection procedures.
2. Project Record Documents.
3. Operation and maintenance manuals.
4. Warranties.
5. Instruction of Owner's personnel.
6. Final cleaning.
1.2 SUBSTANTIAL COMPLETION
A. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion, complete the following.
List items below that are incomplete in request.
1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work
is not complete. .
2. Advise Owner of pending insurance changeover requirements.
3. Submit specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar docu-
ments.
4. Obtain and submit releases permitting Owner unrestricted use of the Work and access to services and utilities. Include
occupancy permits, operating certificates, and similar releases.
5. Prepare and submit Project Record Documents, operation and maintenance manuals, property surveys, and similar final
record information.
6. Deliver tools, spare parts, extra materials, and similar items to location designated by Owner. Label with manufacturer's
name and model number where applicable.
7. Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's personnel of changeover in security
provisions.
8. Complete startup testing of systems.
9. Submit test/adjust/balance records.
10. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar ele-
ments.
11. Advise Owner of changeover in heat and other utilities.
12. Submit changeover information related to Owner's occupancy, use, operation, and maintenance.
13. Complete final cleaning requirements, including touchup painting.
14. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects.
1.3 FINAL COMPLETION
A. Preliminary Procedures: Before requesting final inspection for determining date of Final Completion, complete the following:
1. Submit a final Application for Payment according to Division 1 Section "Payment Procedures."
2. Submit certified copy of Architect's Substantial Completion inspection list of items to be completed or corrected (punch
list), endorsed and dated by Architect. The certified copy of the list shall state that each item has been completed or other-
wise resolved for acceptance.
3. Submit evidence of final, continuing insurance coverage complying with insurance requirements.
4. Submit pest -control final inspection report and warranty.
5. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems.
1.4 PROJECT RECORD DOCUMENTS
A. General: Do not use Project Record Documents for construction purposes. Protect Project Record Documents from deterioration
and loss. Provide access to Project Record Documents for Architect's reference during normal working hours.
B. Record Drawings: Maintain and submit one set of blue- or black -line white prints of Contract Drawings and Shop Drawings.
1. Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual
or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to prepare the
marked -up Record Prints.
a. Give particular attention to information on concealed elements that cannot be readily identified and recorded later.
b. Record data as soon as possible after obtaining it. Record and check the markup before enclosing concealed instal-
lations.
2. Mark record sets with erasable, red -colored pencil. Use other colors to distinguish between changes for different categories
of the Work at the same location.
3. Note Construction Change Directive numbers, Change Order numbers, alternate numbers, and similar identification where
applicable.
4. Identify and date each Record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location.
Organize into manageable sets; bind each set with durable paper cover sheets. Include identification on cover sheets.
C. Miscellaneous Record Submittals: Assemble miscellaneous records required by other Specification Sections for miscellaneous
record keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous records and identify
each, ready for continued use and reference.
1.6 OPERATION AND MAINTENANCE MANUALS .
A. Assemble a complete set of operation and maintenance data indicating the operation and maintenance of each system, subsystem,
and piece of equipment not part of a system. Include operation and maintenance data required in individual Specification Sections
and as follows:
1. Operation Data: Include emergency instructions and procedures, system and equipment descriptions, operating procedures,
and sequence of operations.
2. Maintenance Data: Include manufacturer's information, list of spare parts, maintenance procedures, maintenance and ser-
vice schedules for preventive and routine maintenance, and copies of warranties and bonds.
B. Organize operation and maintenance manuals into suitable sets of manageable size. Bind and index data in heavy-duty, three-
ring, vinyl -covered, loose-leaf binders, in thickness necessary to accommodate contents, with pocket inside the covers to receive
folded oversized sheets. Identify each binder on front and spine with the printed title "OPERATION AND MAINTENANCE
MANUAL," Project name, and subject matter of contents.
1.7 WARRANTIES
A. Submittal Time: Submit written warranties on request of Architect for designated portions of the Work where commencement of
warranties other than date of Substantial Completion is indicated.
B. Organize warranty documents into an orderly sequence based on the table of contents of the Project Manual.
1. Bind warranties and bonds in heavy-duty, 3-ring, vinyl -covered, loose-leaf binders, thickness as necessary to accommodate
contents.
2. Provide heavy paper dividers with plastic -covered tabs for each separate warranty. Mark tab to identify the product or
installation. Provide a typed description of the product or installation, including the name of the product and the name,
address, and telephone number of Installer.
3. Identify each binder on the front and spine with the typed or printed title "WARRANTIES," Project name, and name of
Contractor.
C. Provide additional copies of each warranty to include in operation and maintenance manuals.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do
not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces.
PART 3 - EXECUTION
3.1 FINAL CLEANING
A. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition
expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instruc-
tions.
1. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for
entire Project or for a portion of Project:
a. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development
areas, of rubbish, waste material, litter, and other foreign substances.
b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits.
C. Rake grounds that are neither planted nor paved to a smooth, even -textured surface.
d. Remove tools, construction equipment, machinery, and surplus material from Project site.
e. Clean exposed exterior and interior hard -surfaced finishes to a dirt -free condition, free of stains, films, and similar
foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their
original condition.
f. Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment
vaults, manholes, attics, and similar spaces.
g. Sweep concrete floors broom -clean in unoccupied spaces.
h. Vacuum carpet and similar soft surfaces, removing debris and excess nap; shampoo if visible soil or stains remain.
i. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compounds and
other noticeable, vision -obscuring materials. Replace chipped or broken glass and other damaged transparent materi-
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als. Polish mirrors and glass, taking c0hot to scratch surfaces.
j. Remove labels that are not permanent.
k. Touch up and otherwise repair and restore marred, exposed finishes and surfaces. Replace finishes and surfaces that
cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration.
2) 1) Do not paint over "UL" and similar labels, including mechanical and electrical nameplates.
1. Wipe surfaces of mechanical and electrical equipment and similar equipment. Remove excess lubrication, paint and
mortar droppings, and other foreign substances.
M. Replace parts subject to unusual operating conditions.
n. Clean plumbing fixtures to a sanitary condition, free of stains, including stains resulting from water exposure.
o. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of diffusers, registers, and
grills.
p. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency. Replace burned -out bulbs, and
those noticeably dimmed by hours of use, and defective and noisy starters in fluorescent and mercury vapor fixtures
to comply with requirements for new fixtures.
q. Leave Project clean and ready for occupancy.
B. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on Owner's
property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from Project
site and dispose of lawfully.
END OF SECTION 01770
SECTION 02361- TERMITE CONTROL
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes soil treatment for termite control.
1.2 SUBMITTALS
A. Product Data: For each product indicated, including EPA -Registered Label.
B. Product certificates.
1.3 QUALITY ASSURANCE
A. Applicator Qualifications: A pest control operator who is licensed according to regulations of authorities having jurisdiction to
apply termite control treatment in jurisdiction where Project is located.
B. Regulatory Requirements: Formulate and apply termiticides, and label with a Federal registration number, to comply with EPA
regulations and authorities having jurisdiction.
1.4 WARRANTY
A. Soil Termiticide Special Warranty: Manufacturer's standard form, signed by applicator and Contractor, certifying that applied soil
termiticide treatment will prevent infestation of subterranean termites. If subterranean termite activity or damage is discovered
within 5 years from date of Substantial Completion, re -treat soil and repair or replace damage caused by termite infestation.
PART 2 - PRODUCTS
2.1 TERMITE CONTROL
A. Soil Treatment: EPA -registered termiticide complying with requirements of authorities having jurisdiction, in a soluble or emul-
sible, concentrated formulation that dilutes with water or foaming agent. Use only soil treatment solutions that are not harmful to
plants.
1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorpo-
rated into the Work include, but are not limited to, the following:
a. AgrEvo Environmental Health, Inc.; a company of Hoechst and Schering, Berlin.
b. Bayer Corp.; Garden & Professional Care.
C. DowElanco.
PART 3 - EXECUTION
3.1 SOIL TREATMENT APPLICATION
A. Apply soil treatment at the label volume and rate for the maximum termiticide concentration allowed for each specific use, accord-
ing to the product's EPA -Registered Label.
1. Mix termiticide solution to a uniform consistency.
2. Apply to produce a continuous horizontal and vertical termiticidal barrier or treated zone around and under building con-
struction. Distribute the treatment evenly.
3. Slabs -on -Grade and Basement Slabs: Under ground -supported slab construction, including footings, building slabs, and
attached slabs as an overall treatment. Treat soil materials before concrete footings and slabs are placed.
4. Foundations: Adjacent soil including soil along entire inside perimeter of foundation walls, along both sides of interior
partition walls, around plumbing pipes and electric conduit penetrating slab, and around interior column footers, piers, and
chimney bases; and along entire outside perimeter, from grade to bottom of footing. Avoid soil washout around footings.
5. Crawlspaces: Soil under and adjacent to foundations. Treat adjacent areas including around entrance platform, porches, and
equipment bases. Apply overall treatment only where attached concrete platform and porches are on fill or ground.
6. Masonry: Treat voids.
7. Penetrations: At expansion joints, control joints, and areas where slabs will be penetrated.
B. Avoid disturbance of treated soil after application. Keep off treated areas until completely dry.
C. Protect termiticide solution, dispersed in treated soils and fills, from being diluted until ground -supported slabs are installed. Use
waterproof barrier according to EPA -Registered Label instructions.
D. Post warning signs in areas of application.
E. Reapply soil treatment solution to areas disturbed by subsequent excavation, grading, landscaping, or other construction activities
following application.
END OF SECTION 02361
SECTION 03300 - CAST -IN -PLACE CONCRETE
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes cast -in -place concrete, including reinforcement, concrete materials, mix design, placement procedures, and
finishes.
1.2 SUBMITTALS
A. Product Data: For each manufactured material and product indicated.
B. Design Mixes: For each concrete mix indicated.
C. Shop Drawings: Include details of steel reinforcement placement including material, grade, bar schedules, stirrup spacing, bent
bar diagrams, arrangement, and supports.
D. Material test reports.
1.3 QUALITY ASSURANCE
A. Manufacturer Qualifications: A firm experienced in manufacturing ready -mixed concrete products complying with ASTM C 94
requirements for production facilities and equipment.
B. Comply with ACI 301, "Specification for Structural Concrete," including the following, unless modified by the requirements of
the Contract Documents.
1. General requirements, including submittals, quality assurance, acceptance of structure, and protection of in -place concrete.
2. Formwork and form accessories.
3. Steel reinforcement and supports.
4. Concrete mixtures.
5. Handling, placing, and constructing concrete.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Formwork: Furnish formwork and form accessories according to ACI 301.
B. Steel Reinforcement:
1. Reinforcing Bars: ASTM A 615/A 615M, Grade 60, deformed.
2. Welded Wire Fabric: ASTM A 185, fabricated from as -drawn steel wire into flat sheets.
C. Concrete Materials:
1. Portland Cement: ASTM C 150, Type I.
2. Normal -Weight Aggregate: ASTM C 33, uniformly graded, not exceeding 1/4-inch nominal size.
3. Lightweight Aggregate: ASTM C 330.
4. Water: Complying with ASTM C 94.
D. Admixtures:
1. Air -Entraining Admixture: ASTM C 260.
2. Water -Reducing Admixture: ASTM C 494, Types A, D, F or G. If "F", see 2.2A.
E. Vapor Retarder: Polyethylene sheet, ASTM D 4397, not less than 10 mils thick.
F. Preformed Joint -Filler: ASTM D 1751, asphalt -saturated cellulosic fiber.
G. Curing Materials:
1. Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for application to fresh concrete.
2. Moisture -Retaining Cover: ASTM C 171, polyethylene film.
3. Water: Potable.
4. Clear, Solvent -Borne, Membrane -Forming Curing Compound: ASTM C 309, Type 1, Class B.
2.2 CONCRETE MIXES
A. Comply with ACI 301 requirements for concrete mixtures.
B. Prepare design mixes, proportioned according to ACI 301, for normal -weight concrete determined by either laboratory trial mix or
field test data bases, as follows:
1. Compressive Strength (28 Days).
2. Slump: 4 inches.
PART 3 - EXECUTION
3.1 INSTALLATION, GENERAL
A. Formwork: Design, construct, erect, shore, brace, and maintain formwork according to ACI 301.
B. Vapor Retarder: Install, protect, and repair vapor -retarder sheets according to ASTM E 1643; place sheets in position with longest
dimension parallel with direction of pour.
1. Lap joints 6 inches and seal with manufacturer's recommended tape.
C. Steel Reinforcement: Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and supporting reinforce-
ment.
1. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing concrete.
D. Joints: Construct joints true to line with faces perpendicular to surface plane of concrete.
1. Construction Joints: Locate and install so as not to impair strength or appearance of concrete, at locations indicated or as
approved by Architect.
2. Isolation Joints: Install preformed joint filler at junctions with slabs -on -grade and vertical surfaces, such as column ped-
estals, foundation walls, grade beams, and other locations, to full width and depth of joint, terminating flush with finished
concrete surface, unless otherwise indicated,
3. Contraction Joints in Slabs -on -Grade: Form weakened -plane contraction joints, sectioning concrete into areas as indicated.
Construct contraction joints for a depth equal to at least one-fourth of the concrete thickness, as follows:
a. Sawed Joints: Form contraction joints with power saws equipped with shatterproof abrasive or diamond -rimmed
blades. Cut 1/8-inch- wide joints into concrete when cutting action will not tear, abrade, or otherwise damage surface
and before concrete develops random contraction cracks.
E. Tolerances: Comply with ACI 117, "Specifications for Tolerances for Concrete Construction and Materials."
3.2 CONCRETE PLACEMENT
A. Comply with recommendations in ACI 304R for measuring, mixing, transporting, and placing concrete.
B. Consolidate concrete with mechanical vibrating equipment.
3.3 FINISHING FORMED SURFACES
A. Rough -Formed Finish: As -cast concrete texture imparted by form -facing material with tie holes and defective areas repaired and
patched, and fins and other projections exceeding 1/4 inch in height rubbed down or chipped off.
1. Apply to concrete surfaces not exposed to public view.
B. Smooth -Formed Finish: As -cast concrete texture imparted by form -facing material, arranged in an orderly and symmetrical
manner with a minimum of seams. Repair and patch tie holes and defective areas. Completely remove fins and other projec-
tions.
1. Apply to concrete surfaces exposed to public view or to be covered with a coating or covering material applied directly to
concrete, such as waterproofing, dampproofing, veneer plaster, or painting.
2. Apply grout -cleaned finish, defined in ACI 301, to smooth -formed finished concrete.
C. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike
off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uni-
formly across adjacent unformed surfaces, unless otherwise indicated.
3.4 FINISHING UNFORMED SURFACES
A. General: Comply with ACI 302.1R for screeding, restraightening, and finishing operations for concrete surfaces. Do not wet
concrete surfaces.
B. Screed surfaces with a straightedge and strike off. Begin initial floating using bull floats or darbies to form a uniform and open -
textured surface plane before excess moisture or bleedwater appears on the surface.
C. Scratch Finish: Apply scratch finish to surfaces to receive concrete floor topping or mortar setting beds for ceramic or quarry tile,
portland cement terrazzo, and other bonded cementitious floor finish, unless otherwise indicated.
D. Float Finish: Apply float finish to surfaces indicated, to surfaces to receive trowel finish, and to floor and slab surfaces to be cov-
ered with fluid -applied or sheet waterproofing, built-up or membrane roofing, or sand -bed terrazzo.
E. Trowel Finish: Apply a hard trowel finish to surfaces indicated and to floor and slab surfaces exposed to view or to be covered with
resilient flooring, carpet, ceramic or quarry tile set over a cleavage membrane, paint, or another thin film -finish coating system.
F. Nonslip Broom Finish: Apply a nonslip broom finish to surfaces indicated and to exterior concrete platforms, steps, and ramps.
Immediately after float finishing, slightly roughen trafficked surface by brooming with fiber -bristle broom perpendicular to main
traffic route.
3.5 CONCRETE PROTECTION AND CURING
A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1
for cold -weather protection, and follow recommendations in ACI 305R for hot -weather protection during curing.
B. Evaporation Retarder: Apply evaporation retarder to concrete surfaces if hot, dry, or windy conditions occur before and during
finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying
concrete, but before float finishing.
C. Begin curing after finishing concrete, but not before free water has disappeared from concrete surface.
D. Cure formed and unformed concrete for at least seven days as follows:
1. Curing Compound: Apply uniformly in continuous operation by power spray or roller according to manufacturer's written
instructions. Recoat areas subjected to heavy rainfall within three hours after initial application. Maintain continuity of
coating and repair damage during curing period.
3.6 FIELD QUALITY CONTROL
A. Testing Agency: Owner will engage a qualified independent testing and inspecting agency to sample materials, perform tests, and
submit test reports during concrete placement. Tests will be performed according to ACI 301.
1. Testing Frequency: One composite sample for each day's pour of each concrete mix exceeding 5 cu. yd., but less than 25
cu. yd., plus one set for each additional 50 cu. yd. or fraction thereof.
END OF SECTION 03300
SECTION 06100 - ROUGH CARPENTRY
1.1 SUMMARY
A. This Section includes the following:
1. Wood blocking.
2. Wood nailers.
3. Wood sheathing.
4. Plywood backing panels.
PART 2 - PRODUCTS
2.1 WOOD PRODUCTS, GENERAL
A. Lumber: DOC PS 20 and applicable rules of lumber grading agencies certified by the American Lumber Standards Committee
Board of Review.
1. Factory mark each piece of lumber with grade stamp of grading agency.
2. For exposed lumber indicated to receive stained or natural finish, mark grade stamp on end or back of each piece.
3. Provide dressed lumber, S4S, unless otherwise indicated.
4. Provide dry lumber with 15 percent maximum moisture content at time of dressing for 2-inch nominal thickness or less,
unless otherwise indicated.
B. Wood Structural Panels:
1. Plywood: DOC PS I.
2. Oriented Strand Board: DOC PS 2.
2.2 WOOD -PRESERVATIVE -TREATED MATERIALS
A. Preservative Treatment by Pressure Process: AWPA C2 (lumber) and AWPA C9 (plywood), except that lumber that is not in con-
tact with the ground and is continuously protected from liquid water may be treated according to AWPA C31 with inorganic boron
(SBX).
B. Application: Treat items indicated on Drawings, and the following:
1. Wood cants,nailers, r curbs, equipment support bases, blocking, stripping, and similar members in connection with roofing,
flashing, vapor barriers, and waterproofing.
2. Wood sills, sleepers, blocking, furring, stripping, and similar concealed members in contact with masonry or concrete.
3. Wood framing members less than 18 inches above grade.
4. Wood floor plates that are installed over concrete slabs directly in contact with earth.
2.3 FIRE -RETARDANT -TREATED MATERIALS
A. General: Where fire -retardant -treated materials are indicated, provide materials that comply with performance requirements in
AWPA C20 (lumber) and AWPA C27 (plywood). Identify fire -retardant -treated wood with appropriate classification marking of
UL, U.S. Testing, Timber Products Inspection, or another testing and inspecting agency acceptable to authorities having jurisdic-
tion.
1. Use treatment for which chemical manufacturer publishes physical properties of treated wood after exposure to elevated tem-
peratures, when tested by a qualified independent testing agency according to ASTM D 5664, for lumber and ASTM D 5516,
for plywood.
2. Use treatment that does not promote corrosion of metal fasteners.
3. Use Exterior type for exterior locations and where indicated.
4. Use Interior Type A High Temperature (HT), unless otherwise indicated.
2.4 DIMENSION LUMBER
A. General: Of grades indicated according to the American Lumber Standards Committee National Grading Rule provisions of the
grading agency indicated.
B. Non -Load -Bearing Interior Partitions: Construction, Stud, or No. 2 grade and any of the following species:
1. Mixed southern pine; SPIB.
2. Eastern softwoods; NELMA.
C. Exposed Framing: Hand select material for uniformity of appearance and freedom from characteristics that would impair finish
appearance.
1. Species and Grade: As indicated above for load -bearing construction of same type.
2. Species and Grade: Hem -fir or Hem -fir (north), Select Structural grade; NLGA, WCLIB, or WWPA.
3. Species and Grade: Southern pine, Select Structural No. 1 grade; SPIB.
4. Species and Grade: Spruce -pine -fir or Spruce -pine -fir (south), Select Structural No. 1 grade; NELMA, NLGA, WCLIB, or
W WPA.
2.5 SHEATHING
A. Plywood Wall Sheathing: Exterior, Structural I sheathing.
B. Paper -Surfaced Gypsum Wall Sheathing: ASTM C 79/C 79M, with water-resistant material incorporated into core and with water-
repellent paper bonded to core's face, back, and long edges.
1. Manufacturers:
a. American Gypsum Co.
b. G-P Gypsum Corporation.
C. National Gypsum Company.
d. United States Gypsum Co.
2. Type and Thickness: Regular, 1/2 inch and Type X, 5/8 inch thick as indicated on drawings.
C. Glass -Mat Gypsum Wall Sheathing: ASTM C 1177/C 1177M.
1. Product: Subject to compliance with requirements, provide "Dens -Glass Gold" by G-P Gypsum Corp.
2. Type and Thickness: Regular, 1/2 inch and Type X, 5/8 inch thick as indicated on drawings.
D. Extruded -Polystyrene -Foam Wall Sheathing: ASTM C 578, Type IV, in manufacturer's standard lengths and widths with tongue -
and -groove or shiplap long edges as standard with manufacturer.
1. Manufacturers:
a. DiversiFoam Products.
b. Dow Chemical Company (The).
C. Owens Corning.
d. Tenneco Building Products.
E. Plywood Roof Sheathing: Exterior sheathing.
F. Oriented -Strand -Board Roof Sheathing: Exposure 1 sheathing.
2.6 PLYWOOD BACKING PANELS
A. Telephone and Electrical Equipment Backing Panels: DOC PS 1, Exposure 1, C-D Plugged, fire -retardant treated, in thickness
indicated or, if not indicated, not less than 1/2 inch thick.
2.7 MISCELLANEOUS MATERIALS
A. Fasteners:
1. Where rough carpentry is exposed to weather, in ground contact, or in area of high relative humidity, provide fasteners with
hot -dip zinc coating complying with ASTM A 153/A 153M.
2. Power -Driven Fasteners: CABO NER-272.
3. Bolts: Steel bolts complying with ASTM A 307, Grade A; with ASTM A 563 hex nuts and, where indicated, flat washers.
B. Metal Framing Anchors: Made from hot -dip, zinc -coated steel sheet complying with ASTM A 653/A 653M, G60 coating designa-
tion.
C. Building Paper: Asphalt -saturated organic felt complying with ASTM D 226, Type I (No. 15 asphalt felt), unperforated.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit rough carpentry to other
construction; scribe and cope as needed for accurate fit. Locate [furring,] nailers, blocking, and similar supports to comply with
requirements for attaching other construction.
B. Apply field treatment complying with AWPA M4 to cut surfaces of preservative -treated lumber and plywood.
C. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with the following:
1. CABO NER-272 for power -driven fasteners.
2. Published requirements of metal framing anchor manufacturer.
D. Apply building paper horizontally with 2-inch overlap and 6-inch end lap; fasten to sheathing with galvanized staples or roofing
nails. Cover upstanding flashing with 4-inch overlap.
E. Apply sheathing tape to joints between sheathing panels and at item_ s penetrating sheathing. Apply at upstanding flashing to over-
lap both flashing and sheathing.
END OF SECTION 06100
SECTION 07210 - BUILDING INSULATION
PART I- GENERAL
1.1 SUMMARY
A. This Section includes the following:
1. Concealed building insulation.
2. Loose -fill building insulation.
3. Vapor retarders.
1.2 QUALITY ASSURANCE
A. Fire -Test -Response Characteristics: Provide insulation and related materials with the fire -test -response characteristics indicated,
as determined by testing identical products per ASTM E 84 for surface -burning characteristics, by UL or another testing and
inspecting agency acceptable to authorities having jurisdiction. Identify materials with appropriate markings of applicable testing
and inspecting agency.
PART 2 - PRODUCTS
2.1 INSULATING MATERIALS
A. General: Provide insulating materials that comply with requirements and with referenced standards.
B. Molded -Polystyrene Insulation: ASTM C 578, Type I, 0.90 lb/cu. ft., with maximum flame -spread and smoke -developed indices
of 75 and 450, respectively. For use in nonrated masonry walls.
C. Mineral -fiber blanket insulation consisting of fibers manufactured from glass:
I. Faced Mineral -Fiber Blanket Insulation: ASTM C 665, Type III, Class A; Category 1, faced with foil-scrim-kraft, foil -
scrim, or foil -scrim -polyethylene vapor -retarder membrane on one face.
D. Perlite Loose -Fill Insulation: ASTM C 549, Type II or Type IV, with a thermal resistance for 4. 1- to 7.4-lb/cu. ft. insulation of 3.3
to 2.8 deg F x h x sq. ft/Btu at 75 deg F for 1-inch thickness. For use in rated masonry walls
1. Manufacturers: Subject to compliance with requirements, provide products by one of the Producer Members of Perlite
Institute Inc.
2.2 VAPOR RETARDERS
A. Polyethylene Vapor Retarder: ASTM D 4397, 6 mils thick, with maximum permeance rating of 0.13 perm.
B. Vapor -Retarder Tape: Pressure -sensitive tape of type recommended by vapor -retarder manufacturer for sealing joints and penetra-
tions in vapor retarder.
2.3 AUXILIARY INSULATING MATERIALS
A. Adhesive for Bonding Insulation: Product with demonstrated capability to bond insulation securely to substrates indicated without
damaging insulation and substrates.
PART 3 - EXECUTION
3.1 INSTALLATION
A. General: Install insulation to comply with insulation manufacturer's written instructions applicable to products and application
indicated. Extend insulation in thickness indicated to envelop entire area to be insulated. Cut and fit tightly around obstructions
and fill voids with insulation. Remove projections that interfere with placement.
B. Pour granular insulation into cavities indicated to receive insulation, taking care to fill voids completely. Maintain inspection ports
to show presence of insulation at extremities of each pour area. Close ports after confirming complete coverage. Limit fall of
insulation to one story in height, but not exceeding 20 feet.
C. Installation of General Building Insulation: Apply insulation units to substrates by method indicated, complying with manufac-
turer's written instructions. If no specific method is indicated, bond units to substrate with adhesive or use mechanical anchorage
to provide permanent placement and support of units.
1. Seal joints between closed -cell (nonbreathing) insulation units by applying adhesive, mastic, or sealant to edges of each unit
to form a tight seal as units are shoved into place. Fill voids in completed installation with adhesive, mastic, or sealant.
2. Install mineral -fiber blankets in cavities formed by framing members according to the following requirements:
a. Use blanket widths and lengths that fill the cavities formed by framing members. If more than one length is required
to fill cavity, provide lengths that will produce a snug fit between ends.
b. Place blankets in cavities formed by framing members to produce a friction fit between edges of insulation and
adjoining framing members.
3. For metal -framed wall cavities where cavity heights exceed 96 inches support unfaced blankets mechanically and support
faced blankets by taping stapling flanges to flanges of metal studs.
4. Retain insulation in place by metal clips and straps or integral pockets within window frames, spaced at intervals recom-
mended in writing by insulation manufacturer to hold insulation securely in place without touching spandrel glass. Maintain
cavity width of dimension indicated between insulation and glass.
5. Install insulation where it contacts perimeter fire -containment system to prevent insulation from bowing under pressure
from perimeter fire -containment system.
6. Place loose -fill insulation into spaces and onto surfaces as shown, either by pouring or by machine blowing to comply with
ASTM C 1015. Level horizontal applications to uniform thickness as indicated, lightly settle to uniform density, but do not
compact excessively.
7. Stuff glass -fiber insulation into miscellaneous voids and cavity spaces where shown. Compact to approximately 40 percent
of normal maximum volume equaling a density of approximately 2.51b/cu. ft,
D. Installation of Vapor Retarders: Extend vapor retarder to extremities of areas to be protected from vapor transmission. Secure
in place with adhesives or other anchorage system as indicated. Extend vapor retarder to cover miscellaneous voids in insulated
substrates, including those filled with loose -fiber insulation.
1. Seal vertical joints in vapor retarders over framing by lapping not less than two wall studs. Fasten vapor retarders to framing
at top, end, and bottom edges; at perimeter of wall openings; and at lap joints. Space fasteners 16 inches o.c.
2. Seal overlapping joints in vapor retarders with adhesives or vapor -retarder tape according to vapor -retarder manufacturer's
instructions. Seal butt joints and fastener penetrations with vapor -retarder tape. Locate all joints over framing members or
other solid substrates.
3. Firmly attach vapor retarders to substrates with mechanical fasteners or adhesives as recommended by vapor -retarder manu-
facturer.
4. Seal joints caused by pipes, conduits, electrical boxes, and similar items penetrating vapor retarders with vapor -retarder tape
to create an airtight seal between penetrating objects and vapor retarder.
5. Repair any tears or punctures in vapor retarders immediately before concealment by other work. Cover with vapor -retarder
tape or another layer of vapor retarder.
END OF SECTION 07210
SECTION 07920 - JOINT SEALANTS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification
Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes sealants for the following:
1. Exterior joints in vertical surfaces and nontraffic horizontal surfaces.
2. Exterior joints in horizontal traffic surfaces.
3. Interior joints in vertical surfaces and horizontal nontrafl'ic surfaces.
4. Interior joints in horizontal traffic surfaces.
5. Firestop system through fire resistance - rated walls.
6. Exterior joints in sheet metal flashing and trim.
1.3 SUBMITTALS
A. Firestop System Submittals: For each through -penetration firestop system, show each kind of construction condition penetrated,
relationships to adjoining construction and kind of penetrating item. Include firestop design designation of testing and inspecting
agency acceptable to authorities having jurisdiction that evidence compliance with requirements for each condition.
1.4 QUALITY ASSURANCE
A. Sealant Compatibility and Adhesion Testing: Use sealant manufacturer's standard test methods to determine whether priming
and other specific joint preparation techniques are required to obtain rapid, optimum adhesion of joint sealants to joint substrates.
B. Preconstruction Field -Adhesion Testing: Before installing elastomeric sealants, field test their adhesion to joint substrates using
test method indicated in Part 3 "Field Quality Control" Article.
C. Fire -resistive joint sealant systems are identical to those tested per ASTM E 119 under conditions where positive furnaces pres-
sures of at least 0.01 inch of water is maintained at a distance of 0.78 inch below the fill materials surrounding the penetrating
items in the test assembly. Provide rated systems complying with the following requirements:
1. Fire -Resistive Rating of Joint Sealants: As indicated by reference to design designations listed by UL in their "Fire Resis-
tance Directory" or by another testing inspecting agency.
D. Mockups: Before installing joint sealants, apply elastomeric sealants to demonstrate aesthetic effects and qualities of materials
and execution.
1. Approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion.
1.5 WARRANTY
A. Special Installer's Warranty: Written warranty in which Installer agrees to repair or replace elastomeric joint sealants that do
not meet requirements specified in this Section or fail in adhesion within specified warranty period two years from date of Final
Acceptance.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. In other Part 2 articles where subparagraph titles below introduce lists, the following requirements apply for product selection:
1. Products: Subject to compliance with requirements, provide one of the products specified.
2.2 MATERIALS, GENERAL
A. Compatibility: Provide joint sealants, backings, and other related materials that are compatible with one another and with joint
substrates under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field expe-
rience.
B. Colors of Exposed Joint Sealants: As selected from manufacturer's full range.
2.03 ELASTOMERIC JOINT SEALANTS
A. Silicone Sealant: (Gutters & Coping Sealant)
1. Products:
a. Dow Corning; 795.
b. GE Silicone, SilPruf.
C. Tremco Spectrem 2
B. Single -Component Nonsag Urethane Sealant:
1. For vertical masonry control joints, provide the following:
a. Products:
1) Sonneborn Building Products Div., ChemRex Inc.; NP 1.
2) Tremco; Vulkem 116.
3) Sika Corporation; Sikaflex - la.
b. Type and Grade: S (single component) and NS (nonsag).
C. Class: 25.
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2. Exposure: Use T (traffic) and NT (nontra.
3. Substrates: Uses M, G, A, and, as applicable to joint substrates indicated, O.
C. Urethane Sealant:
1. Concrete paving joints, horizontal traffic surfaces.
a. Products:
1) Bostik, "Chem -Calk 950".
2) Sonnebom, "SL-1".
3) Tremco, Vulkem 45
b. Type and Grade S (singe component) and NS (nonsag).
C. Class 25
d. Exposure: T (traffic).
e. Substrate: O
2.3 FIRESTOPPING, GENERAL
A. Compatibility: Provide through -penetration firestop systems that are compatible with one another with the substrates forming
openings, and with the items, if any, penetrating through -penetration firestop system under conditions of service and application,
as demonstrated by through -penetration firestop system manufacturers based on testing and field experience.
B. Accessories: Provide components for each through -penetration firestop system that are needed to install fill materials and comply
with "Performance Requirements" article. Use only components specified through penetration firestop system manufacturer and
approved by the qualified testing and inspecting agency for firestop systems indicated. Accessories include, but are not limited to,
the following items:
1. Permanent forming/damming/backing materials, include the following:
a. Slat -/rock -wood -fiber insulation.
b. Sealants in combination with other forming/damming/backing materials to prevent leakage of full materials in liquid
state.
C. Fire -rated form board.
d. Fillers for sealants.
2. Temporary forming materials.
3. Substrate primers.
4. Collars.
5. Steel sleeves.
6. Products:
a. 3M Fire Prevention Products.
b. Hilti Firestop Systems
C. International Protective Coatings Corporation (IPC, a Division of W.R. Grace).
d. Tremco Inc.
2.4 JOINT -SEALANT BACKING
A. General: Provide sealant backings of material and type that are nonstaining; are compatible with joint substrates, sealants, prim-
ers, and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and
laboratory testing.
B. Cylindrical Sealant Backings: ASTM C 1330, of size and density to control sealant depth and otherwise contribute to producing
optimum sealant performance:
1. Type: C (closed -cell material with a surface skin).
C. Bond -Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer for preventing sealant from
adhering to rigid, inflexible joint -filler materials or joint surfaces at back of joint where such adhesion would result in sealant
failure. Provide self-adhesive tape where applicable.
2.5 MISCELLANEOUS MATERIALS
A. Primer: Material recommended by joint sealant manufacturer where required for adhesion of sealant to joint substrates indi-
cated, as determined from preconstruction joint -sealant -substrate tests and field tests.
B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant backing materials, free
of oily residues or other substances capable of staining or harming joint substrates and adjacent nonporous surfaces in any way,
and formulated to promote optimum adhesion of sealants with joint substrates.
C. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Contractor performing work must be one the Sealant Manufacturer's Approved Applicators.
B. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants.
1. Remove foreign material from joint substrates that could interfere with adhesion of joint sealant.
2. Clean porous joint substrate surfaces by brushing, grinding, blast cleaning, mechanical abrading, or a combination of these
methods to produce a clean, sound substrate capable of developing optimum bond with joint sealants. Remove loose par-
ticles remaining from above cleaning operations by vacuuming or blowing out joints with oil -free compressed air.
3. Remove laitance and form -release agents from concrete.
4. Clean nonporous surfaces with chemical cleaners or other means that do not stain, harm substrates, or leave residues could
interfere with adhesion of joint sealants.
5. All surfaces to be caulked shall be clean and dry.
C. Joint Priming: Prime joint substrates where recommended in writing by joint sealant manufacturer, based on preconstruction
joint -sealant -substrate tests or prior experience. Confine primers to areas of joint -sealant bond; do not allow spillage or migra-
tion onto adjoining surfaces.
D. Masking Tape: Use masking tape where required to prevent contact of sealant with adjoining surfaces that otherwise would
be permanently stained or damaged by such contact or by cleaning methods required to remove sealant smears. Remove tape
immediately after tooling without disturbing joint seal.
E. Sealant Installation: Comply with recommendations in ASTM C 1193 for use of joint sealants as applicable to materials, appli-
cations, and conditions indicated.
F. Install sealant backings to support sealants during application and at position required to produce optimum sealant movement
capability.
l . Do not leave gaps between ends of sealant backings.
2. Do not stretch, twist, puncture, or tear sealant backings.
3. Remove absorbent sealant backings that have become wet before sealant application and replace them with dry materials.
G. Install bond -breaker tape behind sealants where sealant backings are not used between sealants and back of joints.
H. Place sealants so they directly contact and fully wet joint substrates.
1. Completely fill recesses provided for each joint configuration.
2. Produce uniform, cross -sectional shapes and depths that allow optimum sealant movement capability.
3. All deep cracks shall be filled to within 1/2 inch of the surface with an appropriate back-up material and caulked with a
caulking gun. Caulking beads shall be smooth and straight.
4. Caulk around all door and storefront openings and where noted on the drawings.
I. Masonry control joints shall be caulked with a high -quality paintable urethane caulk. Control depth of caulk at 3/8 inch to 1/2 inch
with a continuous closed -cell rod.
J. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins, tool sealants to form
smooth, uniform beads, to eliminate air pockets, and to ensure contact and adhesion of sealant with sides of joint.
1. Remove excess sealants from surfaces adjacent to joint.
2. Use tooling agents that are approved by sealant manufacturer and that do not discolor sealants or adjacent surfaces.
3. Joint Configuration: Concave joint configuration per Figure 5A in ASTM C 1193, unless otherwise indicated.
K. Clean excess sealants or sealant smears adjacent to joints as installation progresses by methods and with cleaning materials
approved in writing by manufacturers of joint sealants and of products in which joints occur.
L. Through -Penetration Firestop Installation:
1. General: Installation through -penetration systems to comply with "Performance Requirements" of the firestop system
manufacturer's written installation instructions and published drawings for the applications indicated.
END OF SECTION 07920
SECTION 08211- FLUSH WOOD DOORS
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes solid and hollow core doors as follows:
1. Doors with wood -veneer faces.
1.2 SUBMITTALS
A. Product Data: For each type of door
B. Shop Drawings: Indicate location, size, and hand of each door; elevation of each kind of door; construction details; location and
extent of hardware blocking; fire ratings; and other pertinent data.
C. Samples: For each face material and finish upon request of the Architect.
1.3 QUALITY ASSURANCE
A. Quality Standard: Comply with NWWDA I.S.1-A, "Architectural Wood Flush Doors." Delete paragraph and subparagraph below
if no fire -rated doors.
B. Fire -Rated Wood Doors: Doors that are listed and labeled by a testing and inspecting agency acceptable to authorities having
jurisdiction, for fire ratings indicated.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated
into the Work include, but are not limited to, the following:
1. Ampco Products, Inc.
2. Marlite.
3. Mohawk Flush Doors, Inc.
4. Weyerhaeuser Company.
1. Grade: Custom.
2. Faces for Exterior Doors: Medium -density overlay.
3. Faces for Interior Doors: Any closed -grain hardwood of mill option.
B. Hollow -Core Doors:
1. Core: Institutional hollow core.
2. Finish: Prefinished Factory
3. Frame: Prehung.
C. Blocking: For hollow -core doors, provide blocking as needed to eliminate through -bolting hardware.
D. Provide doors with glued -block
2.3 FABRICATION
A. Fabricate doors in sizes indicated for Project -site fitting.
B. Factory fit doors to suit frame -opening sizes indicated. Comply with clearance requirements of referenced quality standard for
fitting.
C. Factory machine doors for hardware that is not surface applied.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Install doors to comply with manufacturer's written instructions, referenced quality standard, and as indicated.
B. Factory -Fitted Doors: Align in frames for uniform clearance at each edge.
C. Factory -Finished Doors: Restore finish before installation if fitting or machining is required at Project site.
END OF SECTION 08211
SECTION 09260 - GYPSUM BOARD ASSEMBLIES
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes the following:
1. Interior gypsum wallboard.
2. Exterior gypsum board panels for ceilings and soffits.
3. Non -load -bearing steel framing.
1.2 SUBMITTALS
A. Product Data: for each product indicated.
B. Samples: For each textured finish indicated and on same backing indicated for Work upon request of Architect.
1.3 QUALITY ASSURANCE
A. Fire -Test -Response Characteristics: For gypsum board assemblies with fire -resistance ratings, provide materials and construction
identical to those tested in assembly indicated according to ASTM E 119 by an independent testing and inspecting agency accept-
able to authorities having jurisdiction.
B. Sound Transmission Characteristics: For gypsum board assemblies with STC ratings, provide materials and construction identical
to those tested in assembly indicated according to ASTM E 90 and classified according to ASTM E 413 by a qualified independent
testing agency.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. In other Part 2 articles where subparagraph titles below introduce lists, the following requirements apply for product selection:
1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but
are not limited to, the products specified.
2.2 STEEL FRAMING
A. Steel Framing, General: Comply with ASTM C 754 for conditions indicated.
1. Steel Sheet Components: Metal complying with ASTM C 645 requirements.
a. Protective Coating:
1) Interior Applications: ASTM A 653/A 653M, G40, hot -dip galvanized.
2) Exterior Applications: ASTM A 653/A 653M, G60, hot -dip galvanized zinc coating.
B. Suspended Ceiling and Soffit Framing:
1. Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.0625-inch- diameter wire, or double strand of 0.0475-
inch-diameter wire.
2. Hanger Attachments to Concrete:
a. Powder -Actuated Fasteners: Suitable for application indicated, fabricated from corrosion -resistant materials, with
clips or other devices for attaching hangers of type indicated, and capable of sustaining, without failure, a load equal
to 10 times that imposed by construction as determined by testing according to ASTM E 1190 by a qualified indepen-
dent testing agency.
3. Wire Hangers: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.162-inch diameter.
4. Carrying Channels: Cold -rolled, commercial -steel sheet with a base metal thickness of 0.0538 inch, a minimum 1/2-inch-
wide flange, and in depth indicated.
5. Furring Channels (Furring Members):
a. Steel Studs: ASTM C 645, in depth indicated.
b. "Z" Shaped, Rigid Furring Channels: ASTM C 645, 1 1/2 inch deep.
C. Grid Suspension System for Interior Ceilings: ASTM C 645, direct -hung system composed of main beams and cross -furring mem-
bers that interlock.
1. Products:
a. Armstrong World Industries, Inc.; Furring Systems/Drywall.
b. Chicago Metallic Corporation; Fire Front 630 System.
C. USG Interiors, Inc.; Drywall Suspension System.
D. Partition and Soffit Framing:
1. Steel Studs and Runners: ASTM C 645, in depth indicated.
2. Deep -Leg Deflection Track: ASTM C 645 top runner with 2-inch-deep flanges.
3. Flat Strap and Backing Plate: Steel sheet for blocking and bracing in length and width indicated.
a. Minimum Base Metal Thickness: 0.0179 inch or as indicated.
4. Cold -Rolled Channel Bridging: 0.0538-inch bare steel thickness, with minimum 1/2-inch-wide flange, and in depth indi-
cated.
a. Clip Angle: 1-1/2 by 1-1/2 inch, 0.068-inch-thick, galvanized steel.
5. Hat -Shaped, Rigid Furring Channels: ASTM C 645, in depth indicated.
a. Minimum Base Metal Thickness: 0.0179 inch.
b. Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.0625-inch- (1.59-mm-) diameter wire, or double
strand of 0.0475-inch-diameter wire.
6. Fasteners for Metal Framing: Of type, material, size, corrosion resistance, holding power, and other properties required to
fasten steel members to substrates.
2.3 PANEL PRODUCTS
A. Panel Size, General: Provide in maximum lengths and widths available that will minimize joints in each area and correspond with
support system indicated.
B. Gypsum Wallboard: ASTM C 36.
1. Regular Type: In thickness indicated and with long edges tapered.
2. Type X: In thickness indicated and with long edges tapered.
C. Flexible Gypsum Wallboard: ASTM C 36, manufactured to bend to fit tight radii and to be more flexible than standard regular -type
panels of the same thickness, 1/4 inch thick, and with long edges tapered. Apply in double layer at curved assemblies.
D. Sag -Resistant Gypsum Wallboard: ASTM C 36, manufactured to have more sag resistance than regular -type gypsum board, 1/2
inch (12.7 mm) thick, and with long edges tapered. Apply on ceiling surfaces.
E. Exterior Gypsum Panels for Ceilings and Soffits:
1. Glass -Mat Gypsum Sheathing Board: ASTM C 1177/C 1177M, with core type and in thickness indicated.
a. Product: G-P Gypsum Corp; Dens -Glass Gold.
3. LC -Bead: Use at exposed panel edges.
B. Exterior Trim: ASTM C 1047, hot -dip galvanized steel sheet or rolled zinc.
1. Cornerbead: Use at outside corners.
2. LC -Bead: Use at exposed panel edges.
3. Expansion (Control) Joint: One-piece, rolled zinc with V-shaped slot and removable strip covering slot opening.
C. Aluminum Trim: Extruded accessories of profiles and dimensions indicated.
1. Products:
a. Fry Reglet Corp.; As indicated by designation on Drawings.
b. Gordon, Inc..
C. MM Systems Corporation; As indicated by designation on Drawings.
d. Pittcon Industries; As indicated by designation on Drawings.
2. Aluminum: Alloy and temper with not less than the strength and durability properties ofASTM B 221, alloy 6063-T5.
3. Finish: Corrosion -resistant primer compatible with joint compound and finish materials specified.
2.5 JOINT TREATMENT MATERIALS
A. General: Comply with ASTM C 475.
B. Joint Tape:
1. Interior Gypsum Wallboard: Paper.
2. Exterior Gypsum Soffit Board: Paper.
3. Glass -Mat Gypsum Sheathing Board: 10-by-10 glass mesh.
C. Joint Compound for Interior Gypsum Wallboard: For each coat use formulation that is compatible with other compounds applied
on previous or for successive coats.
1. Prefilling: At open joints and damaged surface areas, use setting -type taping compound.
2. Embedding and First Coat: For embedding tape and first coat on joints, flanges of trim accessories, and fasteners, use
setting -type taping compound.
3. Fill Coat: For second coat, use setting -type, sandable topping compound.
4. Finish Coat: For third coat, use setting -type, sandable topping compound.
5. Skim Coat: For final coat of Level 5 finish, use setting -type, sandable topping compound.
D. Joint Compound for Exterior Applications:
1. Exterior Gypsum Soffit Board: Use setting -type taping and setting -type, sandable topping compounds.
2. Glass -Mat Gypsum Sheathing Board: As recommended by manufacturer.
E. Joint Compound for Tile Backing Panels:
1. Water -Resistant Gypsum Backing Board: Use setting -type taping and setting -type, sandable topping compounds.
2. Glass -Mat, Water -Resistant Backing Panel: As recommended by manufacturer.
3. Cementitious Backer Units: As recommended by manufacturer.
2.6 AUXILIARY MATERIALS
A. General: Provide auxiliary materials that comply with referenced installation standards and manufacturer's written recommenda-
tions.
1. Use screws complying with ASTM C 954 for fastening panels to steel members from 0.033 to 0.112 inch (0.84 to 2.84 mm)
thick.
2. For fastening cementitious backer units, use screws of type and size recommended by panel manufacturer.
PART 3 - EXECUTION
3.1 NON -LOAD -BEARING STEEL FRAMING INSTALLATION
A. General: Comply with ASTM C 754, and ASTM C 840 requirements that apply to framing installation.
B. Suspended Ceiling and Soffit Framing:
1. Suspend ceiling hangers plumb and free from contact with insulation or other objects within ceiling plenum that are not part
of supporting structural or ceiling suspension system. Splay hangers only where required to miss obstructions and offset
resulting horizontal forces by bracing, countersplaying, or other equally effective means.
2. Where width of ducts and other construction within ceiling plenum produces hanger spacings that interfere with the location
of hangers required to support standard suspension system members, install supplemental suspension members and hang-
ers in form of trapezes or equivalent devices. Size supplemental suspension members and hangers to support ceiling loads
within performance limits established by referenced standards.
3. Attach hangers to structural members. Do not support ceilings from or attach hangers to permanent metal forms, steel deck
tabs, steel roof decks, ducts, pipes, or conduit.
4. Screw furring to wood framing.
5. Wire -tie furring channels to supports, as required to comply with requirements for assemblies indicated.
6. Grid Suspension System: Attach perimeter wall track or angle where grid suspension system meets vertical surfaces.
Mechanically join main beam and cross -furring members to each other and butt -cut to fit into wall track.
C. Partition and Soffit Framing:
1. Where studs are installed directly against exterior walls, install isolation strip between studs and wall.
2. Extend partition framing full height to structural supports or substrates above suspended ceilings, except where partitions
are indicated to terminate at suspended ceilings. Continue framing over frames for doors and openings and frame around
ducts penetrating partitions above ceiling to provide support for gypsum board.
3. Frame door openings to comply with GA-600 and with gypsum board manufacturer's applicable written recommendations,
unless otherwise indicated. Screw vertical studs at jambs to jamb anchor clips on door frames; install runner track section
(for cripple studs) at head and secure to jamb studs.
a. Install two studs at each jamb, unless otherwise indicated.
b. Extend jamb studs through suspended ceilings and attach to underside of floor or roof structure above.
4. Frame openings other than door openings the same as required for door openings, unless otherwise indicated. Install fram-
ing below sills of openings to match framing required above door heads.
3.2 PANEL PRODUCT INSTALLATION
A. Gypsum Board: Comply with ASTM C 840 and GA-216.
1. Space screws a maximum of 12 inches o.c. for vertical applications.
2. On ceilings, apply gypsum panels before Nvall/partition board application to the greatest extent possible and at right angles
to framing, unless otherwise indicated.
3. On partitions/walls, apply gypsum panels vertically (parallel to framing), unless otherwise indicated or required by fire -
resistance -rated assembly, and minimize end joints.
a. Stagger abutting end joints not less than one framing member in alternate courses of board.
b. At stairwells and other high walls, install panels horizontally, unless otherwise indicated or required by fire -resis-
tance -rated assembly.
4. Single -Layer Fastening Methods: Apply gypsum panels to supports with steel drill screws.
5. Laminating to Substrate: Comply with gypsum board manufacturer's written recommendations and temporarily brace or
fasten gypsum panels until fastening adhesive has set.
B. Exterior Ceilings and Soffits: Apply exterior gypsum panels perpendicular to supports, with end joints staggered and located over
supports.
1. Fasten with corrosion -resistant screws.
3.3 FINISHING
A. Installing Trim Accessories: For trim with back flanges intended for fasteners, attach to framing with same fasteners used for
panels. Otherwise, attach trim according to manufacturer's written instructions.
B. Finishing Gypsum Board Panels: Treat gypsum board joints, interior angles, edge trim, control joints, penetrations, fastener heads,
surface defects, and elsewhere as required to prepare gypsum board surfaces for decoration.
1. Prefill open joints and damaged surface areas.
2. Apply joint tape over gypsum board joints, except those with trim having flanges not intended for tape.
3. Glass -Mat Gypsum Sheathing Board: Finish according to manufacturer's written instructions for use as exposed soffit
board.
4. Glass -Mat, Water -Resistant Backing Panels: Finish according to manufacturer's written instructions.
C. Gypsum Board Finish Levels: Finish panels to levels indicated below, according to ASTM C 840, for locations indicated:
1. Level 4: Embed tape and apply separate first, fill, and finish coats of joint compound to tape, fasteners, and trim flanges at
panel surfaces that will be exposed to view, unless otherwise indicated.
END OF SECTION 09260
SECTION 09512 - ACOUSTICAL TILE CEILINGS
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes acoustical tiles and concealed suspension systems for ceilings.
1.2 SUBMITTALS
A. Product Data: For each product indicated.
B. Samples: For each acoustical tile, for each concealed suspension system member and for each color and texture required.
C. Product test reports.
1.3 QUALITY ASSURANCE
A. Acoustical Testing Agency Qualifications: An independent testing laboratory or an NVLAP-accredited laboratory.
B. Fire -Test -Response Characteristics:
1. Fire -Resistance Ratings: Where indicated, provide acoustical tile ceilings identical to those of assemblies tested for fire
resistance per ASTM E 119 by UL or another testing and inspecting agency acceptable to authorities having jurisdiction.
Ratings are indicated by design designations from UL's "Fire Resistance Directory" or from the listings of another testing
and inspecting agency.
a. Identify materials with appropriate markings of applicable testing and inspecting agency.
2. Surface -Burning Characteristics: Acoustical tiles complying with ASTM E 1264 for Class A materials, when tested per
ASTM E 84.
a. Smoke -Developed Index: 450 or less.
C. Seismic Standard: Comply with the following:
1. ASTM E 580.
2. CISCA's "Recommendations for Direct -Hung Acoustical Tile and Lay -in Panel Ceilings --Seismic Zones 0-2."
3. Mockups: Build mockups to verify selections made under sample Submittals and to
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. In other Part 2 articles where titles below introduce lists, the following requirements apply for product selection:
1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but
are not limited to, the products specified.
2.2 GENERAL
A. Acoustical Tile Standard: Comply with ASTM E 1264.
B. Metal Suspension System Standard: Comply with ASTM C 635.
C. Attachment Devices: Size for five times the design load indicated in ASTM C 635, Table 1, "Direct Hung," unless otherwise indi-
cated.
1. Anchors in Concrete: Expansion anchors fabricated from corrosion -resistant materials, with holes or loops for attaching
hangers of type indicated and with capability to sustain, without failure, a load equal to five times that imposed by ceiling
construction, as determined by testing perASTM E 488 orASTM E 1512 as applicable, conducted by a qualified testing and
inspecting agency.
2. Power -Actuated Fasteners in Concrete: Fastener system of type suitable for application indicated, fabricated from cor-
rosion -resistant materials, with clips or other accessory devices for attaching hangers of type indicated, and with capabil-
ity to sustain, without failure, a load equal to 10 times that imposed by ceiling construction, as determined by testing per
ASTM E 1190, conducted by a qualified testing and inspecting agency.
D. Wire Hangers, Braces, and Ties: Zinc -coated carbon -steel wire; ASTM A 641/A 641M, Class 1 zinc coating, soft temper.
1. Size: Select wire diameter so its stress at three times hanger design load (ASTM C 635, Table 1, "Direct Hung") will be less
than yield stress of wire, but provide not less than 0.106-inch- diameter wire.
E. Seismic struts and seismic clips.
F. Metal Edge Moldings and Trim: Type and profile indicated or, if not indicated, manufacturer's standard moldings for edges and
penetrations that fit acoustical tile edge details and suspension systems indicated; formed from sheet metal of same material and
finish as that used for exposed flanges of suspension system runners.
2.3 ACOUSTICAL TILES
A. General: Acoustical tiles shall be 24" x 48" x 5/8" matte finish mineral fiber ceiling boards and shall conform to Federal Specifica-
tion SS-S-118a, Class 25. Light reflectance shall be no less than 75% and have NRC minimum range of .50 - .60.
B. Products:
1. Armstrong "Cortega".
2. Celotex "Baroque"
3. U.S.G. "Omni Fissured"
2.4 METAL SUSPENSION SYSTEM
A. General: The ceiling suspension system shall be an exposed grid system with exposed flanges having a factory applied white
enamel finish with roll formed capped edges.
1. Main Runner: DX-24.- -
2. Cross Tees: DX-424
3. Wall Angle: M6S
B. Products:
1. Donn Products, Inc., Westlake, OH.
2. Acoustical Tile Supplier Standard Grid System.
C. Ceiling Suspension System: Direct hung; ASTM C 635, intermediate -duty structural classification.
PART 3 - EXECUTION
3.1 INSTALLATION
A. General: Install acoustical tile ceilings to comply with ASTM C 636 and seismic requirements indicated, per manufacturer's writ-
ten instructions and CISCA's "Ceiling Systems Handbook."
B. Measure each ceiling area and establish layout of acoustical tiles to balance border widths at opposite edges of each ceiling. Avoid
using less -than -half -width tiles at borders.
C. Suspend ceiling hangers from building's structural members, plumb and free from contact with insulation or other objects within
ceiling plenum. Splay hangers only where required to miss obstructions; offset resulting horizontal forces by bracing, counter -
splaying, or other equally effective means. Where width of ducts and other construction within ceiling plenum produces hanger
spacings that interfere with location of hangers, use trapezes or equivalent devices.
1. Do not support ceilings directly from permanent metal forms or floor deck; anchor into concrete slabs.
2. Do not attach hangers to steel deck tabs or to steel roof deck.
D. Install edge moldings and trim at perimeter of acoustical tile ceiling area and where necessary to conceal edges of acoustical units.
Screw attach moldings to substrate with concealed fasteners at intervals not more than 16 inches o.c. and not more than 3 inches
from ends, leveling with ceiling suspension system to a tolerance of 1/8 inch in 12 feet. Miter corners accurately and connect
securely.
E. Install suspension system runners so they are square and securely interlocked with one another. Remove and replace dented, bent,
or kinked members.
F. Install acoustical tiles in coordination with suspension system and exp.)sed moldings and trim. Place splines or suspension system
flanges into kerfed edges so tile -to -tile joints are closed by double lap of material. Fit adjoining tile to form flush, tight joints.
Scribe and cut tile for accurate fit at borders and around penetrations through tile. Hold tile field in compression by inserting leaf -
type, spring -steel spacers between tile and moldings, spaced 12 inches o.c.
END OF SECTION 09512
SECTION 09653 - RESILIENT WALL BASE AND ACCESSORIES
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes the following:
l . Wall base.
1.2 SUBMITTALS
A. Product Data: None.
B. Samples: For each type of product indicated, in manufacturer's standard -size Samples but not less than 12 inches (300 mm) long,
of each resilient product color, texture, and pattern required. Submit directly to the owner for approval.
1.3 PROJECT CONDITIONS
A. Maintain temperatures within range recommended by manufacturer, but not less than 70 deg F (21 deg C) or more than 95 deg F
(35 deg C), in spaces to receive floor tile during the following time periods:
1. 48 hours before installation.
2. During installation.
3. 48 hours after installation.
B. After postinstallation period, maintain temperatures within range recommended by manufacturer, but not less than 55 deg F (13
deg C) or more than 95 deg F (35 deg C).
C. Install resilient products after other finishing operations, including painting, have been completed.
1.4 EXTRA MATERIALS
A. Furnish extra materials described below that match products installed and that are packaged with protective covering for storage
and identified with labels describing contents.
1. Furnish not less than 10 linear feet (3 linear m) for every 500 linear feet (150 linear m) or fraction thereof, of each type,
color, pattern, and size of resilient product installed.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are
not limited to, products listed in other Part 2 articles.
B. Products: Subject to compliance with requirements, provide one of the products listed in other Part 2 articles.
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A903
2.2 DOOR CONSTRUCTION
A. Doors for Opaque Finish:
2.4 TRIM ACCESSORIES
A. Interior Trim: ASTM C 1047.
1. Cornerbead: Use at outside corners.
2. Bullnose Bead: Use at outside corners .
2.2
COLORS AND PATTERNS 0
2.1
MANUFACTURERS
1. Acrylic -Enamel Finish: Two finish coats over a primer.
A.
Colors and Patterns: As selected from manufacturer's full range.
A.
Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are
a. Primer: Interior wood primer for acrylic -enamel and semigloss alkyd -enamel finishes.
not limited to, products listed in other Part 2 articles.
b. Finish Coats: See section 2.5.
2.3
RESILIENT WALL BASE
B.
Products: Subject to compliance with requirements, provide one of the products listed in other Part 2 articles.
END OF SECTION 09900
A.
Wall Base: ASTM F 1861.
C.
Manufacturers' Names: Shortened versions (shown in parentheses) of the following manufacturers' names are used in other Part 2
1. AFCO-USA, American Floor Products Company, Inc.
articles:
2. Armstrong World Industries, Inc.
1. Benjamin Moore & Co. (Benjamin Moore).
3. Johnsonite.
2. ICI Dulux Paint Centers (ICI Dulux Paints).
SECTION 10801- TOILET AND BATH ACCESSORIES
4. Roppe Corporation.
3. Sherwin-Williams Co. (Sherwin-Williams).
B.
Type (Material Requirement): TV (vinyl), TS (rubber, vulcanized thermoset) or TP (rubber, thermoplastic).
PART 1 - GENERAL
2.2
PAINT MATERIALS, GENERAL
C.
Group (Manufacturing Method): I (solid).
A.
Material Compatibility: Provide block fillers, primers, and finish -coat materials that are compatible with one another and with
1.1 SUMMARY
D.
Style: Cove (with top -set toe).
the substrates indicated under conditions of service and application, as demonstrated by manufacturer based on testing and field
experience.
A. This Section includes the following:
E.
Minimum Thickness: 0.125 inch (3.2 mm).
1. Toilet and bath accessories.
B.
Material Quality: Provide manufacturer's best -quality paint material of the various coating types specified that are factory for-
2. Underlavatory guards.
F.
Height: 6 inches (102 mm).
mulated and recommended by manufacturer for application indicated. Paint -material containers not displaying manufacturer's
G.
Lengths:. Cut lengths 48 inches (1219 mm) long or coils in manufacturer's standard length.
product identification will not be acceptable.
1.2 Q
QUALITY ASSURANCE
H.
Outside Corners: Job formed or premolded.
C.
Colors: As indicated by manufacturer's designations.
A. Inserts and Anchorage: Furnish inserts and anchoring devices and coordinate delivery with other work to avoid delay
I.
Inside Corners: Job formed or premolded.
2.3
PREPARATORY COATS
B. Provide products of the same manufacturer for each type of accessory unit and for units exposed in the same areas.
J.
Surface: Smooth.
A.
Interior Primer: Interior latex -based or alkyd primer of finish coat manufacturer and recommended in writing by manufacturer for
C. Special Mirror Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace mirrors that develop
use with finish coat and on substrate indicated.
visible silver spoilage defects within 15 years from date of Substantial Completion.
1. Ferrous -Metal Substrates: Quick drying, rust -inhibitive metal primer.
2.4
INSTALLATION MATERIALS
2. Zinc -Coated Metal Substrates: Galvanized metal primer.
A.
Trowelable Leveling and Patching Compounds: Latex -modified, Portland cement based or blended hydraulic cement based for-
3. Where manufacturer does not recommend a separate primer formulation on substrate indicated, use paint specified for finish
PART 2 - PRODUCTS
mulation provided or approved by resilient product manufacturers for applications indicated.
coat..
2.1 MANUFACTURERS
B.
Adhesives: Water-resistant type recommended by manufacturer to suit resilient products and substrate conditions indicated.
2.4
INTERIOR FINISH COATS
A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
A.
Interior Low -Luster Acrylic Enamel:
1. Toilet and Bath Accessories:
PART 3 -
EXECUTION
1. Benjamin Moore; Moorcraft Super Spec Latex Eggshell Enamel No. 274.
a. American Specialties, Inc.
2. ICI Dulux Paints; 1402 series Dulux Professional Acrylic Eggshell Interior Wall & Trim Enamel.
b. Bobrick Washroom Equipment, Inc.
BrBra
C. Bradley Corporation.
3.1
PREPARATION
3. Sherwin-Williams; ProMar 200 Interior Latex Egg -Shell Enamel B20W200 Series.
2. Under y Guards:
a. Truebro, Inc.
A.
Prepare substrates according to manufacturer's written recommendations to ensure adhesion of resilient products.
PART 3 -
EXECUTION
b. Plumberex Specialty Products, Inc.
B.
Concrete Substrates for Stair Accessories: Prepare according to ASTM F 710.
1. Verify that substrates are dry and free of curing compounds, sealers, and hardeners.
3.1
APPLICATION
2.2 SCHEDULE OF TOILET ACCESSORIES
2. Alkalinity and Adhesion Testing: Perform tests recommended by manufacturer. Proceed with installation only after sub-
strates pass testing.
A.
Comply with procedures specified in PDCA P4 for inspection and acceptance of surfaces to be painted.
3. Moisture Testing:
PART 3 - EXECUTION
a. Perform anhydrous calcium chloride test, ASTM F 1869. Proceed with installation only after substrates have maxi-
B.
Coordination of Work: Review other Sections in which primers are provided to ensure compatibility of the total system for various
mum moisture -vapor -emission rate of 3 lb of water/1000 sq. ft. (1.36 kg of water/92.9 sq. m) in 24 hours.
substrates. On request, furnish information on characteristics of finish materials to ensure use of compatible primers.
3.1 INSTALLATION
b. Perform tests recommended by manufacturer. Proceed with installation only after substrates pass testing.
C.
Remove hardware and hardware accessories, plates, machined surfaces, lighting fixtures, and similar items already installed that
are not to be painted. If removal is impractical or impossible because of size or weight of the item, provide surface -applied protec-
A. Install accessories using fasteners appropriate to substrate indicated and recommended by unit manufacturer. Install. units level,
C.
Remove substrate coatings and other substances that are incompatible with adhesives and that contain soap, wax, oil, or silicone,
tion before surface preparation and painting.
plumb, and firml anchored in locations and at heights indicated. Provide blocking where required to meet force requirements
p � Y g g q q
using mechanical methods recommended by manufacturer. Do not use solvents.
1. After completing painting operations in each space or area, reinstall items removed using workers skilled in the trades
indicted below. Ensure blockingis Fire retardent in walls that are rated or are otherwise required to be non-combustible
q
involved.
1. Install grab bars to withstand a downward load of at least 250 lbf, when tested according to method in ASTM F 446.
D.
Use trowelable leveling and patching compound to fill cracks, holes, and depressions in substrates.
D.
Surface Preparation: Clean and prepare surfaces to be painted according to manufacturer's written instructions for each particular
B. Adjust accessories for unencumbered, smooth operation and verify that mechanisms function properly. Replace damaged or
E.
Move resilient products and installation materials into spaces where they will be installed at least 48 hours in advance of installa-
substrate condition and as specified.
defective items. Remove temporary labels and protective coatings.
tion.
1. Do not install resilient products until they are the same temperature as the space where they are to be installed.
1. Provide barrier coats over incompatible primers or remove and reprime.
2. Cementitious Materials: Remove efflorescence, chalk, dust, dirt, grease, oils, and release agents. Roughen as required to
END OF SECTION 10801
F.
Sweep and vacuum clean substrates to be covered by resilient products immediately before installation. After cleaning, examine
remove glaze. If hardeners or sealers have been used to improve curing, use mechanical methods of surface preparation.
substrates for moisture, alkaline salts, carbonation, and dust. Proceed with installation only after unsatisfactory conditions have
3. Wood: Clean surfaces of dirt, oil, and other foreign substances with scrapers, mineral spirits, and sandpaper, as required.
been corrected.
Sand surfaces exposed to view smooth and dust off.
a. Scrape and clean small, dry, seasoned knots, and apply a thin coat of white shellac or other recommended knot sealer
3.2
RESILIENT WALL BASE INSTALLATION
before applying primer. After priming, fill holes and imperfections in finish surfaces with putty or plastic wood filler.
Sand smooth when dried.
A.
Apply wall base to walls, columns, pilasters, casework and cabinets in toe spaces, and other permanent fixtures in rooms and areas
b. Prime, stain, or seal wood to be painted immediately on delivery. Prime edges, ends, faces, undersides, and back sides
where base is required.
of wood, including cabinets, counters, cases, and paneling.
C. If transparent finish is required, backprime with spar varnish.
B.
Install wall base in lengths as long as practicable without gaps at seams and with tops of adjacent pieces aligned.
d. Backprime paneling on interior partitions where masonry, plaster, or other wet wall construction occurs on back
side.
C.
Tightly adhere wall base to substrate throughout length of each piece, with base in continuous contact with horizontal and vertical
e. Seal tops, bottoms, and cutouts of unprimed wood doors with a heavy coat of varnish or sealer immediately on deliv-
substrates.
ery.
4. Ferrous Metals: Clean ungalvanized ferrous -metal surfaces that have not been shop coated; remove oil, grease, dirt, loose
D.
Do not stretch wall base during installation.
mill scale, and other foreign substances. Use solvent or mechanical cleaning methods that comply with SSPC's recommen-
dations.
E.
On masonry surfaces or other similar irregular substrates, fill voids along top edge of wall base with manufacturer's recommended
adhesive filler material.
a. Blast steel surfaces clean as recommended by paint system manufacturer and according to SSPC-SP 6/NACE No. 3.
b. Treat bare and sandblasted or pickled clean metal with a metal treatment wash coat before priming.
F.
Premolded Corners: Install premolded corners before installing straight pieces.
C. Touch up bare areas and shop -applied prime coats that have been damaged. Wire -brush, clean with solvents recom-
mended by paint manufacturer, and touch up with same primer as the shop coat.
G.
Job -Formed Corners:
5. Galvanized Surfaces: Clean galvanized surfaces with nonpetroleum-based solvents so surface is free of oil and surface
1. Outside Corners: Use straight pieces of maximum lengths possible. Form without producing discoloration (whitening) at
contaminants. Remove pretreatment from galvanized sheet metal fabricated from coil stock by mechanical methods.
bends. Shave back of base at points where bends occur and remove strips perpendicular to length of base that are only deep
enough to produce a snug fit without removing more than half the wall base thickness.
E.
Material Preparation:
2. Inside Corners: Use straight pieces of maximum lengths possible. Form by cutting an inverted V-shaped notch in toe of
1. Maintain containers used in mixing and applying paint in a clean condition, free of foreign materials and residue.
wall base at the point where corner is formed. Shave back of base where necessary to produce a snug fit to substrate.
2. Stir material before application to produce a mixture of uniform density. Stir as required during application. Do not stir
surface film into material. If necessary, remove surface film and strain material before using.
3.3
CLEANING AND PROTECTION
F.
Exposed Surfaces: Include areas visible when permanent or built-in fixtures, grilles, convector covers, covers for finned -tube
radiation, and similar components are in place. Extend coatings in these areas, as required, to maintain system integrity and pro -
A.
Perform the following operations immediately after completing resilient product installation:
vide desired protection.
1. Remove adhesive and other blemishes from exposed surfaces.
1. Paint surfaces behind movable equipment and furniture the same as similar exposed surfaces. Before final installation of
2. Sweep and vacuum surfaces thoroughly.
equipment, paint surfaces behind permanently fixed equipment or furniture with prime coat only.
3. Damp -mop surfaces to remove marks and soil.
2. Paint interior surfaces of ducts with a flat, nonspecular black paint where visible through registers or grilles.
3. Paint back sides of access panels and removable or hinged covers to match exposed surfaces.
a. Do not wash surfaces until after time period recommended by manufacturer.
4. Finish exterior doors on tops, bottoms, and side edges the same as exterior faces.
B.
Protect resilient products from mars, marks, indentations, and other damage from construction operations and placement of equip-
5. Finish interior of wall and base cabinets and similar field -finished casework to match exterior.
ment and fixtures during remainder of construction period. Use protection methods recommended in writing by manufacturer.
G.
Sand lightly between each succeeding enamel or varnish coat.
END OF
SECTION 09653
H.
Scheduling Painting: Apply first coat to surfaces that have been cleaned, pretreated, or otherwise prepared for painting as soon as
practicable after preparation and before subsequent surface deterioration.
1. Omit primer over metal surfaces that have been shop primed and touchup painted.
2. If undercoats, stains, or other conditions show through final coat of paint, apply additional coats until paint film is of uniform
finish, color, and appearance.
SECTION
09900 - PAINT AND WALL FINISHES
1.
Application Procedures: Apply paints and coatings by brush, roller, spray, or other applicators according to manufacturer's written
instructions.
PART 1 -
GENERAL
J.
Minimum Coating Thickness: Apply paint materials no thinner than manufacturer's recommended spreading rate. Provide total
dry film thickness of the entire system as recommended by manufacturer.
1.1
SUMMARY
K.
Mechanical and Electrical Work: Painting of mechanical and electrical work is limited to items exposed in equipment rooms and
A.
This Section includes surface preparation and field painting of exposed items and surfaces.
occupied spaces.
L.
Block Fillers: Apply block fillers to concrete masonry block at a rate to ensure complete coverage with pores filled.
1.2
SUBMITTALS
M.
Prime Coats: Before applying finish coats, apply a prime coat, as recommended by manufacturer, to material that is required to
A.
Product Data: For each product indicated.
be painted or finished and that has not been prime coated by others. Recoat primed and sealed surfaces where evidence of suction
spots or unsealed areas in first coat appears, to ensure a finish coat with no burn -through or other defects due to insufficient seal-
B.
Samples: For each type of finish -coat material indicated. To be submitted directly to the owner for approval.
ing.
N.
Pigmented (Opaque) Finishes: Completely cover surfaces as necessary to provide a smooth, opaque surface of uniform finish,
1.3
QUALITY ASSURANCE
color, appearance, and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfec-
tions will not be acceptable.
A.
Benchmark Samples (Mockups): Provide a full -coat benchmark finish sample for each type of coating and substrate required.
Comply with procedures specified in PDCA P5.
O.
Transparent (Clear) Finishes: Use multiple coats to produce a glass -smooth surface film of even luster. Provide a finish free of
1. Wall Surfaces: Provide samples on at least 100 sq. ft..
laps, runs, cloudiness, color irregularity, brush marks, orange peel, nail holes, or other surface imperfections.
2. Small Areas and Items: Architect will designate items or areas required.
3. Final approval of colors will be from benchmark samples.
P.
Stipple Enamel Finish: Roll and redistribute paint to an even and fine texture. Leave no evidence of rolling, such as laps, irregular-
ity in texture, skid marks, or other surface imperfections.
1.4
PROJECT CONDITIONS
3.2
CLEANING AND PROTECTING
A.
Store materials not in use in tightly covered containers in a well -ventilated area at a minimum ambient temperature of 45 deg F.
Maintain storage containers in a clean condition, free of foreign materials and residue.
A.
At the end of each workday, remove empty cans, rags, rubbish, and other discarded paint materials from Project site.
B.
Apply waterborne paints only when temperatures of surfaces to be painted and surrounding air are between 50 and 90 deg F.
B.
Protect work of other trades, whether being painted or not, against damage from painting. Correct damage by cleaning, repairing
or replacing, and repainting, as approved by Architect.
C.
Apply solvent -thinned paints only when temperatures of surfaces to be painted and surrounding air are between 45 and 95 deg F
C.
Provide "Wet Paint" signs to protect newly painted finishes. After completing painting operations, remove temporary protective
wrappings provided by others to protect their work.
D.
Do not apply paint in snow, rain, fog, or mist; or when relative humidity exceeds 85 percent; or at temperatures less than 5 deg F
1. After work of other trades is complete, touch up and restore damaged or defaced painted surfaces. Comply with procedures
above the dew point; or to damp or wet surfaces.
specified in PDCA P 1.
1.5
EXTRA MATERIALS
3.3
INTERIOR PAINT SCHEDULE
A.
Furnish extra paint materials from the same production run as the materials applied and in the quantities described below. Package
A.
Gypsum Board:
with protective covering for storage and identify with labels describing contents. Deliver extra materials to Owner.
1. Acrylic Finish: Two finish coats over a primer.
1. Quantity: 3 percent, but not less than 1 gal. or 1 case, as appropriate, of each material and color applied.
a. Primer: Interior gypsum board primer.
b. Finish Coats: See section 2.5.
PART 2 -
PRODUCTS
B.
Wood and Hardboard:
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A904
NJ
EXISTING 4"
SANITARY LINE
Plumbing Floor Plan
EXISTING CLEAN
OUT TO REMAIN
EXISTING HOSE
BIBB TO REMAIN
�J;
3" VTR. CONNECT TO
i EXISTING VTR IF POSSIBLE.
CONTRACTOR TO VERIFY
L\
IN FIELD EXACT LOCATION
POINT OF
WCO i WG1 i LAV-1fiE
NNECTION
STING 4"
\ NITARY LINE
EWC-1 \ I N
NEW 4" SANITARY--/
LINE (TYP FOR ALL
NEW "HORIZ." LINES)
EXISTING FLOOR
CLEAN OUT
2 Sanitary & Vent Riser
SCALE: 1/4"=1'-0"
POINT OF
CONNECTION
EXISTING �WC-1
LINE & VALVE
NEW TENANT SUB METER TO EWG1 �,k\l
BE FURNISHED BY LANDLORD & "\
rc
INSTALLED BY LANDLORD'S GC
3 Domestic Water Riser
SCALE: 1 /4"=V-0"
PLUMBING GENERAL NOTES
1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. I.E.: FLORIDA BUILDING CODE 2007- PLUMBING WITH 2O09
SUPPLEMENT.
2. ALL SANITARY PIPING 2-1/2" 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
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 SHALL HAVE A 1/8" PER FOOT MINIMUM HORIZONTAL SLOPE UNLESS OTHERWISE INDICATED.
3. VALVES AND FITTINGS SHALL BE OF SAME SIZE OF LINE ON WHICH THEY ARE LOCATED, UNLESS OTHERWISE INDICATED ON DRAWINGS.
4. INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE OR BATTERY OF FIXTURES WHERE REQUIRED. ARRESTORS SHALL BE FACTORY
FABRICATED. INSTALL ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I. WH-201. ACCEPTABLE MANUFACTURERS: JOSAM,
WATTS AND SIOUX CHIEF. AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER ARRESTORS AS SPECIFIED.
5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING FIRE RATING AND WEATHERPROOFING INTEGRITY OF ALL PIPING AND PENETRATIONS.
6. ALL WATER SUPPLY AND SANITARY LINES SHALL RUN AS CLOSE TO PLANS AS POSSIBLE WITH NO CHANGES IN SIZING.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY SUPPORTING DEVICES FOR FIXTURES.
8. CHANGES IN THE DIRECTION OF SANITARY AND STORM DRAINAGE PIPING SHALL NOT BE MADE WITH FITTINGS WHICH WILL CAUSE EXCESSIVE REDUCTION IN
THE 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 VERTICAL STACK, USE OF SHORT RADIUS FITTINGS FOR BRANCH TO HOUSE DRAIN OR STACK CONNECTION.
9. CONTRACTOR SHALL GIVE 24 HOURS NOTICE TO APPLICABLE UTILITY COMPANY PRIOR TO PERFORMING WORK INVOLVING UTILITIES.
10. ALL DRAINAGE PIPING SHALL BE MARKED WITH THE SEAL OF APPROVAL OF THE NATIONAL SANITATION FOUNDATION.
11. WHERE SANITARY SEWER LINES CROSS UNDERGROUND WATER SUPPLY LINES THE INSTALLATION SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2007
PLUMBING WITH 2O09 SUPPLEMENT, ARTICLE 603.2.CONSTRUCTED OF DUCTILE IRON PIPE (10' EACH SIDE OF WATER MAIN) OR THE WATER LINES SHOULD BE
MODIFIED TO PROVIDE 8" MINIMUM CLEARANCE.
12. ALL FLOOR DRAINS SHALL BE PROVIDED WITH A TRAP PRIMER VALVE AND FITTINGS UNLESS NOTED OTHERWISE.
13. THE PLUMBING CONTRACTOR MAY BE REQUIRED TO DROP PIPE OUTSIDE OF BUILDING TO REQUIRED DEPTH TO PROVIDE CONNECTION TO AREA
DEVELOPMENT UTILITY STUB. ALL DROPS IN DEPTH SHALL BE MADE WITH THE USE OF 450 FITTINGS.
14. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN CHASES. EXPOSED PIPING SHALL BE SLOPED AND PAINTED TO MATCH
ARCHITECTURAL FINISHES. PIPING IN MECHANICAL ROOMS MAY BE EXPOSED.
15. SLEEVE AND FIRE STOP ALL PENETRATIONS (IF ANY) OF RATED WALLS, FLOORS, CEILINGS, ETC., IN ACCORDANCE WITH APPLICABLE UL STANDARDS AND
LOCAL CODES TO MAINTAIN RATINGS. REFER TO SPECIFICATIONS AND ARCHITECTURAL DRAWINGS FOR RATED WALLS, CEILINGS AND FLOOR INFORMATION.
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
EXTERIOR SIDE OF THE PIPE.
17. SEE RISER DIAGRAMS FOR BRANCH PIPING DETAILS AND SIZES NOT SHOWN ON PLANS.
18. COLD AND HOT WATER PIPING SHALL BE COPPER WATER TUBE (ASTM B88) TYPE "L" WITH WROUGHT -COPPER (ANSI 1316.22), OR CAST BRASS (ANSI 1316.18)
PRESSURE FITTINGS AND ALLOY GRADE (ANSI-ASTM B32) 95TA LEAD-FREE SOLDER JOINTS. DISINFECT WATER PIPING AFTER PRESSURE TEST WITH CHLORINE
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 SOIL, WASTE AND VENT PIPING LOCATED IN CEILING PLENUMS.
20. PROVIDE CLEANOUTS AT BASE OF EACH VERTICAL STACK AT EACH CHANGE OF DIRECTION OF HORIZONTAL RUNS AND AT 100 FOOT INTERVALS OF
HORIZONTAL RUNS FOR SANITARY AND STORM PIPING.
21. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON -ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES.
CLEANOUT AND ACCESS COVER. TOP OF
COVER TO BE FLUSH WITOP OF FLOOR
BALANCE OF PIPING SAME
AS CLEANOUT TO GRADE
4 Floor Cleanout Detail
SCALE: NONE
1 FLOOR LINE
1/8" C.I. BEND
MAY EXTEND AS CLEANOUT PLUG
WASTE OR VENT
COUNTERSUNK
FOR WALL CONST. - - SCREW
REF. ARCH. DWGS.
POLISHED S.S.
CLEANOUT TEE I ACCESS COVER
Y
1/8" BEND AND END
WASTE LINE OF LINE CLEANOUT
LENGTH TO SUIT
WASTE LINE, IF
WYE FITTING APPLICABLE
FLOW
5 Wall Cleanout Detail
SCALE: NONE
6 Field Verification Notes
1. CONTRACTOR SHALL VISIT SITE TO VERIFY ALL EXISTING IN FIELD CONDITIONS
PRIOR TO SUBMITTING BIDS.
2. CONTRACTOR SHALL VERIFY EXACT SIZE, LOCATION, INVERT, AND DIRECTION OF
FLOW OF EXISTING SANITARY LINES.
3. CONTRACTOR SHALL VERIFY THAT EXISTING SANITARY INVERT IS ADEQUATE FOR
1/8" SLOPE TO FURTHEST FIXTURE.
4. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF EXISTING WATER LINES.
5. CONTRACTOR SHALL VERIFY THAT EXISTING WATER SYSTEM HAS THE CAPACITY
TO SERVICE THE NEW FIXTURES W/ ADEQUATE FLOW AND PRESSURE.
23. METERING AND SITE UTILITY CONNECTIONS SHALL BE PROVIDED ON SITE UTILITY DRAWINGS. ALL SERVICES SHOWN ON THIS SET OF PLANS TERMINATE
5'-0" FROM BUILDING, UNLESS SHOWN OTHERWISE ON DRAWINGS. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO SITE UTILITIES.
24. FURNISH AND INSTALL HOSE BIBBS AND/OR WALL HYDRANTS 24" ABOVE FINISHED GRADE/FLOOR AND PROVIDE VACUUM BREAKERS.
25. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ROOF DRAINS, PLUMBING FIXTURE MOUNTING HEIGHTS AND DIMENSIONS.
26. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF EXISTING SEWERS IN WHICH NEW SEWER LINES ARE TO BE CONNECTED PRIOR TO INSTALLATION.
28. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS.
29. CONTRACTOR SHALL ROUGH -IN ALL WASTE AND SUPPLIES TO SPECIAL EQUIPMENT ACCORDING TO MANUFACTURER'S SHOP DRAWINGS AND MAKE FINAL
CONNECTIONS. ALL SUPPLIES SHALL BE VALVED. INSTALL VACUUM BREAKERS WHERE REQUIRED BY CODE.
30. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING PIPE ROUTING AND EQUIPMENT LOCATIONS) TO ARCHITECT/ENGINEER FOR REVIEW PRIOR TO
THE INSTALLATION OR PURCHASING OF ANY PIPING AND/OR EQUIPMENT.
31. PROVIDE REDUCED -PRESSURE BACKFLOW PREVENTERS FOR DOMESTIC WATER SUPPLY CONNECTIONS AS REQUIRED BY CODE.
32. ALL BELOW GRADEISLAB COPPER PIPE SHALL BE PLACED WITHIN COPPER PIPE SLEEVE (10 MIL) POLYETHYLENE PLASTIC SLEEVING. EXTEND SLEEVING
ABOVE GRADEISLAB.
33. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF FLOOR DRAINS (IF ANY) LOCATED WITHIN TOILET ROOMS.
34. PRESSURE REDUCING VALVES SHALL BE INSTALLED ON BRANCH LINES SERVING FIXTURES AND/OR EQUIPMENT WHEN THE PRESSURE IN THE LINE
EXCEEDS 80 P.S.I.
35. COORDINATE EXACT LOCATION OF FLOOR DRAINS FOR HVAC EQUIPMENT WITH MECHANICAL CONTRACTOR. CONDENSATE PIPING SHALL NOT DISCHARGE
INTO SANITARY SYSTEM.
36. ROUTE WATER LINES TIGHT TO STRUCTURE. COORDINATE ROUTING TO AVOID CONFLICTS WITH OTHER DISCIPLINES.
37. IF THE INTENT OF THE DRAWINGS AND/OR SPECIFICATIONS IS UNCLEAR OR HAS MORE THAN ONE INTERPRETATION, IT SHALL BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS. THE ARCHITECT/ENGINEER SHALL MAKE CORRECTIONS
AND/OR PROVIDE EXPLANATION IN WRITING.
38. PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED
OR 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 ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO CONTRACTORS FAILURE TO FAMILIARIZE HIMSELF WITH THE PLANS.
39. THE CONTRACTOR SHALL BASE HIS PROPOSAL UPON THE EQUIPMENT AS SCHEDULED OR SPECIFIED, USING THE MANUFACTURERS AND EQUIPMENT
SPECIFIED ON THE DRAWINGS. IF MORE THAN ONE MANUFACTURER IS SPECIFIED FOR ONE ITEM, ANY ONE OF THE MANUFACTURERS LISTED MAY BE
USED IN THIS CONTRACTOR'S PROPOSAL. IF THIS CONTRACTOR WISHES TO USE EQUIPMENT NOT SPECIFIED, HE MUST AT THE TIME OF BIDDING SUBMIT
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.
40. THE CONTRACTOR IS EXPECTED TO ORDER ALL MATERIALS IN SUFFICIENT TIME TO AVOID DELAYING THE COMPLETION OF THE PROJECT. DELAY IN
DELIVERY WILL NOT BE CONSIDERED A JUSTIFIABLE REASON FOR SUBMISSION OF SUBSTITUTE MATERIALS.
41. 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
STRUCTURAL ENGINEER.
42. REFER TO PLANS FOR VENT THRU ROOF (VTR) PIPE SIZES AND LOCATIONS. LOCATE VTR A MIN. 10' HORIZONTAL FROM ANY BUILDING OPENING OR FRESH
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 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.
FIXTURE SPECIFICATIONS
TAG
FIXTURE
MANUFACTURER
MODEL #
PIPE SIZE
DESCRIPTION
CW
HW
SAN
VENT
WC-1
WATER CLOSET
PRESSURE ASSISTED
FLUSH TANK
(ADA)
AMERICAN STANDARD
2377.100
1/2"
-
4"
2"
ADA COMPLIANT PRESSURE ASSISTED WATER CLOSET. VITREOUS CHINA 2-PIECE CONSTRUCTION. PROVIDE
WITH MANUFACTURERS RECOMMENDED ANGLE SUPPLY STOPS AND SUPPLY TUBING AND INSTALLATION
MATERIALS. PROVIDE WITH ANTIMICROBIAL OPEN FRONT COVERLESS SEAT.
LAV-1
LAVATORY
WALL HUNG
AMERICAN STANDARD
0355.012
1/2"
1/2"
2"
1-1/2"
ADA COMPLIANT WALL HUNG VITREOUS LAVATORY. PROVIDE ANGLE SUPPLIES, P-TRAP, PIPING INSULATION
WRAP, DRAIN GRID AND INSTALLATION MATERIALS. INSTALL AS REQUIRED TO MEET ADA GUIDELINES. PROVIDE
FAUCET 7402.00 WITH WRIST BLADE HANDLES. INSTALL USING MANUFACTURERS RECOMMENDATIONS.
EWC-1
ELECTRIC WATER
COOLER
ELKAY
HI-LO
EZSTL8C
1/2"
-
2"
1-1/2"
BARRIER FREE ADA COMPLIANT ELECTRIC WATER COOLER. COORDINATE POWER OUTLET LOCATION WITH
ELECTRICAL CONTRACTOR FOR ELECTRICAL CORD WITH 3-PRONG PLUG. INSTALL PER MANUFACTURERS
RECOMMENDATIONS. REFER TO ARCHITECTURAL ELEVATION VIEWS FOR MOUNTING HEIGHTS.
WCO
WALL CLEANOUT
ZURN
Z1446
-
-
-
-
WALL CLEANOUT WITH STAINLESS STEEL ROUND ACCESS COVER. SEE PLANS FOR PIPE SIZE CONNECTION.
FCO
FLOOR CLEANOUT
ZURN
Z1400
-
-
-
-
FLOOR CLEANOUT WITH ACCESS COVER. SEE PLANS FOR PIPE SIZE CONNECTION.
NOTE: REFER TO ARCHITECTURAL DRAWINGS FOR ALL FINAL LOCATIONS AND MOUNTING DIMENSIONS OF ALL PLUMBING FIXTURES. PROVIDE ADA CONFORMING FACTORY INSULATION KIT ON HOT, COLD AND P-TRAP WASTE
PIPING AT HANDICAP DESIGNATED LAVATORIES.
Symbols & Abbreviations
DESCRIPTION
ABBR.
SYMBOL
EXISTING SANITARY
SAN (E)
NEW SANITARY
SAN (N)
EXISTING VENT
V (E)
NEW VENT
V (N)
------------
EXISTING COLD WATER
CW (E)
NEW COLD WATER
CW (N)
NEW HOT WATER
HW (N)
- -
FLOOR CLEANOUT
FCO
- -�
EXTERIOR CLEANOUT
ECO
- $ -
WALL CLEANOUT
WCO
I�--
HOSE BIBB
HB
i1C -
VENT THRU ROOF
VTR
DIRECTION OF FLOW
-►
SHUT OFF VALVE
XN
CAP
C -
TEE UP
TEE DOWN
ELBOW UP
O- -
ELBOW DOWN
C -
REVISION REFERENCE
CONNECT TO EXISTING
e
EXISTING
(E)
TYPICAL
TYP
*SOME SYMBOLS SHOWN MAY
NOT PERTAIN TO THIS PROJECT
PIPING MATERIAL SCHEDULE
INSULATION
SERVICE
SIZE
MATERIAL
SCHEDULE/TYPE
REMARKS
TYPE
THICKNESS
COLD WATER
ALL
COPPER
TYPE L
FG
1"
SEE NOTE 2
SANITARY
ALL
C.I.OR PVC
NOTE 3
NONE
-
NO HUB
VENT
ALL
C.I.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.
WATER HAMMER ARRESTOR
SCHEDULE
INSTALLED ARRESTOR SHALL BE APPROVED DEVICE BY
FLORIDA PLUMBING CODE. ALL SUPPLY PIPING SHALL
4 = HAVE ARRESTOR THE SAME SIZE AS CONNECTION SIZE
UP TO I" I.E. PROVIDE P.D.I. SIZE "C" FOR V OR LARGER
WATER SUPPLY TO FIXTURES, P.D.I. SIZE "B" FOR 314"
SUPPLY AND P.D.I. SIZE "A" FOR 1/2" SUPPLY.
* P.D.I. SIZE
CONNECTION SIZE
A (1-11 F.U.)
1/2"
B (12-32 F.U.)
3/4"
C (33-60 F.U.)
1"
P.D.I. = PLUMBING AND DRAINAGE INSTITUTE STANDARD WH-201
GENERAL NOTES
COORDINATE ALL UTILITY WORK WITH THE DWGS FOR THE EXISTING
SHELL BUILDING AND SITE. CONTACT THE OWNER DIRECTLY TO
REQUEST EXISTING DWGS PRIOR TO SUBMITTING BIDS.
THE SCOPE OF WORK FOR THIS PROJECT DOES NOT INCLUDE ANY
WORK RELATED TO GREASE, GAS, OR STORM.
DRAWING INDEX
SHEET
TITLE
P101
PLUMBING PLAN & GENERAL INFORMATION
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P101
MOUNT CAP LEVEL
ANCHOR W/
CADMIUM PLATED
SCREWS 12" O.C.
FLASHING
BY ROOFER
1 1/2" EXTERNAL
INSULATION
SEAL WATERTIG
2Gravity Roof Vent Detail
Scale: None
BIRD SCREEN
ni Inni v n! !nT OMLI u! r11-ruIn
ROUND METAL DUCT -
(EXTERNAL INSULATION)
CEILING
CAULKING BEAD OR
GASKET FULL PERIMETER
0.25 D (4" MIN.
OF CURB BY HVAC.
PER SMACNA)
MAX. 200 TRANSITION
TREATED WOOD NAILER
RECTANGULAR
13-1/2" PREFABRICATED
r.
DUCT
CURB FURNISHED &
INSTALLED BY CONTRACTOR
LO
ROOF
CONICAL FITTING WITH
SUPPORT ANGLES AS
LOCKING TYPE VOLUME
VOLUME
REQUIRED BY GENERAL
DAMPER.
DAMPER
CONTRACTOR
FLEX DUCT OR ROUND SHEET METAL
DUCT. FLEX DUCT MAX. 8'-0" LONG,
USE CLAMP TO ATTACH FLEX DUCTS
2"
AND SEAL. SUPPORT DUCT EVERY
FOUR FEET FROM STRUCTURE
4 Ceiling Diffuser Runout Detail
Scale: None
NOTE:
HANGER STRAP
SIZE PER SMACNA.
-MIN. BAND OF SAME SIZE J
AS HANGER STRAP -/
vvr��rry
Rectangular/Round Duct Hanger Detail
6
INSULATED ROUND
FLEXIBLE DUCT
(MAX. V-0" LONG)
SIZE TO MATCH
DIFFUSER NECK.
INSULATION
DIFFUSER
STRAP
EXISTING SUPPLY &
RETURN DUCTWORK,
DIFFUSERS, AND
GRILLES, TO REMAIN.
SHIFT DISTRIBUTION
SYSTEM AS NEEDED TO
MATCH REVISED CEILING
LAYOUT.
1 Mechanical Floor Plan
SCALE: 1/8" = V-0"
1 `0
12` a
d
I iA f
170 RTU D3
r EXISTING 5
I TON RTU TO
��4rs REMAIN.
• -..0
TENANT SPACE D3 -1,400 SF
3 Branch Duct Detail
Scale: None
4'-0" MAXIMUM
MAXIMUM SAG 1/2" PER FOOT -
OF SUPPORT SPACING. i
FLEXIBLE DUCT
NOTES:
1. DUCT SHOULD EXTEND STRAIGHT FOR
SEVERAL INCHES FROM A CONNECTION
BEFORE BENDING.
2. SUPPORT SYSTEM MUST NOT DAMAGE DUCT
OR CAUSE OUT OF ROUND SHAPE.
5 Flex Duct Support Detail
Scale: None
EXISTING EXHAUST
is
SYSTEM IN EXISTING
RESTROOMS TO REMAIN.
VERIFY EXISTING
UNDERCUTS AFTER NEW
FINISHES ARE
I
INSTALLED. REMOVE,
O
RE -CUT, AND RE -INSTALL
DOORS IF NECESSARY.
!_ i " `4
(IYPCF )
5
=mm=-
1 s
`- SD
t
I _
C' RTU D4
r - EXISTING 5
r�. `F_'�' TON RTU TO
REMAIN.
TENANT SPACE D4 -1,400 SF
EXISTING SUPPLY &
RETURN DUCTWORK,
DIFFUSERS, AND
GRILLES, TO REMAIN.
SHIFT DISTRIBUTION
SYSTEM AS NEEDED TO
MATCH REVISED CEILING
LAYOUT.
Mechanical General Notes
1. CONTRACTOR TO VISIT SITE AND VERIFY ALL CLEARANCES BEFORE FABRICATION OF DUCTWORK AND PROVIDE ADDITIONAL
16. VERIFY VOLTAGE WITH ELECTRICAL CONTRACTOR BEFORE ORDERING EQUIPMENT.
OFFSET AND/OR CHANGES IN DUCT SIZES TO MEET FIELD CONDITIONS AND COORDINATE WITH ELECTRICAL, PLUMBING AND FIRE
PROTECTION SUBCONTRACTOR BEFORE ANY CONSTRUCTION WORK.
17. VERIFY EXISTING TRAP IN ALL CONDENSATE PIPING LOCATED AT AIR HANDLING UNITS. SLOPE CONDENSATE LINES 1/8" PER
FOOT. CONDENSATE LINES SHALL BE PVC SCH. 40. ALL CONDENSATE DRAIN PIPING SHALL BE PROPERLY SUPPORTED.
2. SUPPLY, RETURN AND OUTSIDE AIR DUCTWORK SHALL BE EXTERNALLY INSULATED SHEET METAL CONSTRUCTION IN
ACCORDANCE WITH LATEST SMACNA STANDARDS. INSULATION SHALL HAVE VAPOR BARRIER AND AN INSTALLED MINIMUM THERMAL
18. ALL MECHANICAL WORK SHALL MEET ALL THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE, MECHANICAL AND 2009
RESISTANCE (R) VALUE OF 6.0. ALL EXHAUST DUCTWORK SHALL BE UNINSULATED SHEET METAL CONSTRUCTION IN ACCORDANCE
SUPPLEMENT.
WITH LATEST SMACNA STANDARDS. ALL 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 FROM DEFECT.
3. DUCT SHALL BE SECURELY SUPPORTED, HUNG OR SUSPENDED IN ACCORDANCE WITH THE LATEST SMACNA EDITION AND
SECTION 603 OF THE 2007 FLORIDA BUILDING CODE, MECHANICAL WITH 2O09 SUPPLEMENT.
20. DO NOT CUT STRUCTURAL MEMBERS WITHOUT PRIOR WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OR ARCHITECT.
ARRANGE FOR REPAIRS REQUIRED TO RESTORE OTHER WORK, BECAUSE OF DAMAGE CAUSED AS A RESULT OF MECHANICAL
4. ROOFTOP UNIT OUTSIDE AIR INTAKE SHALL MAINTAIN A MINIMUM OF 10'-0" FROM ANY EXHAUST OR SANITARY VENT THROUGH
INSTALLATIONS.
ROOF PIPING. ALL TRANSFER DUCTWORK LEADING TO REST ROOMS SHALL HAVE A ZERO LEAKAGE BACK DRAFT DAMPER AS SHOWN
ON MECHANICAL DRAWINGS.
21. FLEXIBLE AND RIGID ROUND DUCT TAKE -OFFS FOR DIFFUSERS SHALL BE THE SAME SIZE AS DIFFUSER NECK. MAXIMUM
FLEXIBLE DUCT LENGTH SHALL BE 8'-0". FLEXIBLE DUCT SHALL BE THERMAFLEX TYPE M-KC OR EQUAL.FLEXABLE DUCT SHALL BE
5. PROVIDE ALL MECHANICAL EQUIPMENT WITH MANUFACTURER'S RECOMMENDED SERVICE AREA CLEARANCES.
INSULATED FIBERGLASS, R-6, CLASS 1, UL181 LISTED AND COMPLY WITH NFPA 90A AND NFPA 90B.
6. ALL ROOF TOP UNITS SHALL BE REINFORCED TO WITHSTAND LOCAL WIND LOAD DESIGN. SEE STRUCTURAL DRAWING(S) FOR
22. ALL WALL MOUNTED THERMOSTATS SHALL BE INSTALLED AT AN ELEVATION OF 54" ABOVE FINISHED FLOOR TO THE TOP
DETAIL(S) /CONSULT WITH BUILDING STRUCTURAL ENGINEER.
UNLESS OTHERWISE NOTED ON DRAWINGS. LOCATION OF THE WALL MOUNTED THERMOSTAT SHALL BE COORDINATED WITH
OTHER TRADES FOR A NEAT APPEARANCE. FINAL LOCATION OF THERMOSTAT SHALL BE SUBJECT TO THE APPROVAL OF THE
7. DUCT SMOKE DETECTORS SHALL BE FURNISHED BY THE FIRE ALARM CONTRACTOR, INSTALLED INDUCT BY THE MECHANICAL
ENGINEER OR HIS REPRESENTATIVE IN THE FIELD.
CONTRACTOR AND WIRED BY THE FIRE ALARM CONTRACTOR. SMOKE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA
72, NATIONAL FIRE ALARM CODE; NFPA 90A, STANDARD FOR INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS, 2007
23. ALL UNITS SHALL BE BALANCED TO WITHIN 10 PERCENT OF THE DESIGN AIR QUANTITY. BALANCE DIFFUSERS AND
FLORIDA BUILDING CODE, MECHANICAL WITH 2O09 SUPPLEMENT AND THE MANUFACTURER'S INSTALLATION IN STRUCTIONS.
REGISTERS TO WITHIN 10 PERCENT OF QUANTITIES SHOWN ON DRAWINGS.
COORDINATE LOCATION OF SMOKE DETECTORS WITH FIRE ALARM CONTRACTOR. PROVIDE A VISIBLE/AUDIBLE NOTIFICATION PANEL.
MAKE: SYSTEM SENSOR SSK451 OR EQUAL, COMPATIBLE WITH BUILDING FIRE ALARM SYSTEM.
24. PROVIDE FLEXIBLE NEOPRENE DUCT CONNECTORS ON THE DISCHARGE AND ENTERING SIDES OF ALL VIBRATING EQUIPMENT
TO WHICH 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
9. HVAC CONTRACTOR IS RESPONSIBLE FOR ANY ADDED ELECTRICAL COSTS WHICH MAY RESULT FROM SUBSTITUTED EQUIPMENT.
INDEPENDENT TESTING AND BALANCING CONTRACTOR WHICH SHALL BE QUALIFIED AND CERTIFIED BY EITHER ASSOCIATED AIR
BALANCE COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB). THIS REPORT MUST BE REVIEWED AND
10. DUCTWORK INSULATION SHALL BE FOIL FACED FIBERGLASS DUCT WRAP WITH A MINIMUM THERMAL RESISTANCE (R) OF 6.0.
APPROVED BY THE ENGINEER PRIOR TO THE FINAL INSPECTION.
INSULATION SHALL HAVE VAPOR BARRIER. INSTALL PER MFR. REQUIREMENTS.
26. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TRADES' INSTALLATION SCHEDULES. COORDINATE WORK SCHEDULE
11. COORDINATE AIR DEVICE LOCATIONS WITH LIGHTING FIXTURES.
WITH GENERAL CONTRACTOR.
12. TURNING VANES SHALL BE PROVIDED IN ALL SUPPLY DUCT RECTANGULAR ELBOWS WITH ANGLES BETWEEN 15 DEGREES AND
27. WHEN THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE
LESS THAN 90 DEGREES PER FIG. 2-5 OF THE SMACNA MANUAL.
INTERPRETATION, SUCH MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE
SUBMISSION OF BIDS. THE ARCHITECTIENGINEER SHALL MAKE CORRECTION OR EXPLANATION IN WRITING.
13. DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. DUCTWORK, DIFFUSERS, REGISTERS, GRILLES, AND
OTHER ITEMS OF THE AIR HANDLING SYSTEM SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING SUSPENSION SYSTEM.
28. PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT
SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED
14. UNLESS OTHERWISE NOTED, INSTALL DUCTWORK AS HIGH AS POSSIBLE, TIGHT TO BOTTOM OF STRUCTURE. COORDINATE DUCT
AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE MECHANICAL,
ELEVATION WITH STORM LEADERS, WATER PIPING, SANITARY DRAINS AND MAJOR ELECTRICAL CONDUITS.
ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING HIS FINAL BID. NO ADDITIONAL COMPENSATION
WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE HIMSELF/ HERSELF WITH THE PLANS.
15. CONTRACTOR TO PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO SUSPEND MECHANICAL EQUIPMENT & MATERIALS.
INSTALLATION OF EQUIPMENT SHALL COMPLY WITH MANUFACTURER'S SPECIFICATIONS AND CLEARANCE REQUIREMENTS FOR
SERVICING OF EQUIPMENT.
Scope Of Work Notes:
1. PRIOR TO SUBMITTING BIDS, CONTRACTOR SHALL
VISIT THE SITE TO VERIFY ALL EXISTING
CONDITIONS INCLUDING LOCATIONS OF ALL ROOF
PENETRATIONS OF ADJACENT TENANTS.
CONTRACTOR SHALL CONFIRM THAT THERE IS AT
LEAST 10' BETWEEN ANY NEW OR EXISTING
OUTSIDE AIR INTAKE AND ANY NEW OR EXISTING
EXHAUST OR VENT. IF THE CLEARANCES ARE
NOT AT LEAST 10', CONTRACTOR SHALL NOTIFY
THE ARCHITECT / ENGINEER IMMEDIATELY.
2. THE SCOPE COVERED IN THIS SET OF DRAWINGS
DOES NOT INCLUDE ANY WORK RELATED TO THE
EXISTING CONDENSATE SYSTEM. ALL EXISTING
CONDENSATE PIPING AND ROUTING SHALL
REMAIN AS IS.
3. THE DUCT ROUTING SHOWN ON THE PLAN IS
DIAGRAMMATIC. CONTRACTOR SHALL ROUTE
DUCTWORK SO AS TO MINIMIZE THE AMOUNT OF
MATERIAL USED. DUCT ROUTING SHALL BE
COORDINATED WITH ALL OTHER TRADES AND
ELEMENTS ABOVE THE CEILING.
4. CONTRACTOR SHALL TEST THE SYSTEM TO
CONFIRM THE EXISTING CFM VALUES ARE AS
SHOWN ON THE PLAN. IF THE EXISTING CFM
VALUES ARE NOT AS SHOWN, CONTRACTOR
SHALL RE -BALANCE THE SYSTEM.
Mechanical Key Plan Notes:
1� VERIFY THAT THERE IS AN EXISTING SMOKE
DUCT DETECTOR IN THE SUPPLY DUCT. IF THE
SMOKE DETECTOR 1S NOT INSTALLED, REFER
TO MECHANICAL GENERAL NOTE # 7. THE GC
SHALL BE RESPONSIBLE FOR COORDINATING
THE EXACT SCOPE OF WORK REQUIRED
BETWEEN THE MECHANICAL SUB AND THE
ELECTRICAL SUB PRIOR TO BIDDING. NO
CHANGE ORDERS WILL BE APPROVED FOR
FAILURE TO VERIFY EXISTING CONDITIONS OR
COORDINATE BETWEEN SUBS.
0 RELOCATE EXISTING THERMOSTAT FOR RTU D3
TO THE LOCATION SHOWN. IF THERE IS NO
EXISTING THERMOSTAT, PROVIDE A NEW ONE.
O UNDERCUT DOOR 1" TO ALLOW FOR TRANSFER
OF AIR TO BATHROOM.
CEILING MOUNTED BATHROOM EXHAUST FAN.
COORDINATE EXACT LOCATION OF
PENETRATION WITH ARCHITECTURAL PLAN.
INSTALL GALVANIZED DUCT WORK DOWN FROM
GRAVITY ROOF VENT. SIZE OF DUCT TO MATCH
SIZE OF GRAVITY ROOF VENT OPENING. RUN
DUCT IN CEILING / JOIST SPACE AND CONNECT
TO CEILING MOUNTED EXHAUST FAN PER
MANUFACTURER'S RECOMMENDATIONS.
05 CONTRACTOR SHALL VERIFY THE LOCATION OF
THE EXISTING THERMOSTAT FOR RTU D4. IF
THE THERMOSTAT IS LOCATED ON AN EXISTING
WALL IN SPACE D4 THAT IS NOT BEING
REMOVED, IT SHALL REMAIN IN ITS EXISTING
LOCATION. IF IT IS LOCATED IN SPACE D3 OR IF
IT IS LOCATED ON A WALL THAT IS BEING
REMOVED, IT SHALL BE RELOCATED TO THE
LOCATION SHOWN.
Fan Schedule
EXT. STATIC
MARK
SERVICE
CFM
PRESSURE (IN.
FAN TYPE
DRIVE
SONES
WATTS
RPM
V/0
MANUFACTURER
MODEL
NOTES
WATER)
EF-1
EXHAUST
1100
0.375
CEILING
DIRECT
13.2
198
1100
120/1
1COOK
GC-144
1,2
NOTES: 1. WITH PLUG-IN DISCONNECT.
2. PROVIDE CONTROL BY MANUAL LIGHT WITH OCCUPANCY SENSOR. COORDINATE WITH ELECTRICAL DRAWINGS FOR LOCATION OF SWITCH.
HVAC Symbols
SYMBOL DESCRIPTION
OR DUCT WORK
FLEXIBLE DUCT
SUPPLY AIR DUCT WORK UP THRU PLAN
RETURN AIR OR EXHAUST
DUCT WORK UP THRU PLAN
" DUCT WORK TRANSITION
900 ELBOW WITH TURNING VANES
MANUAL AIR VOLUME CONTROL DAMPER
®0R® SUPPLY AIR DEVICE
RETURN AIR DEVICE
® EXHAUST AIR DEVICE
OT WALL MOUNTED THERMOSTAT
SD DUCT SMOKE DETECTOR
A-100 DIFFUSER DEVICE TYPE - AIR QUANTITY
RTU -10 EQUIPMENT DESIGNATION TAG
5-------- R-------- s REFRIGERATION PIPING
CONDENSATE PIPING
Outside Air Calculation
AREA
AREA
PEOPLE
# OF
CFM /
CFM /
CFM
CFM
SERVED
(SQFT)
11000
PEOPLE
PERSON
SQFT (1)
REQUIRED
SUPPLIED
(SQFT) (1)
(1)
SPACE D3
1,400
-
-
0.3
1 420
420
SPACE D4
1,400
-
-
-
0.3
1 420
420
(1) PER TABLE 403.3 - FLORIDA BUILDING CODE - MECHANICAL 2007
(2) VERIFY THE OUTSIDE AIR OF EACH EXISTING RTU IS 420 CFM. IF NOT, RE -BALANCE TO 420 CFM.
Gravity Roof Vent Schedule
THROAT
TYPE
CFM
SERVICE
MANUFACTURER
MODEL
NOTES
SIZE
GRV-1
100
EXHAUST
0.394
COOK
PR 8
1,2
NOTES:
1. PROVIDE MANUFACTURER'S ROOF CURB. COORDINATE WITH ROOF TYPE.
2. PROVIDE INSECT SCREEN.
Air Device Schedule
TAG
MFG./CAT. #
TYPE
NECK
FRAME
FINISH
NOTES
0-125CFM = 6" RND
12x12
130 -150 CFM = 6" RND
A
TITUS - TMS-AA
CD
160 - 275 CFM = 8" RND
BAK. WHT. ENAMEL
1,2,3,4,5
280 - 390 CFM =10" RND
24 x 24
400 - 600 CFM =12" RND
B
TITUS - 50F
RAR
22 x 22 (MAX 1280 CFM)
24 x 24
BAK. WHT. ENAMEL
1,2,4,E
DEVICE TYPE LEGEND: CD = CEILING DIFFUSER
RAR = RETURN AIR REGISTER
NOTES:
1. PROVIDE CEILING DEVICES W/ PROPER FRAME STYLE TO MATCH CEILING TYPE CALLED FOR BY ARCHITECT.
2. DEVICES SHALL BE PROVIDED WITH FACTORY FINISH.
3. CEILING DIFFUSERS SHALL BE 4-WAY THROW UNLESS NOTED OTHERWISE OR SHOWN ON PLANS WITH
DIRECTIONAL ARROW(S).
4. IF NECESSARY, PROVIDE TOP HAT FOR GRILLES REGISTERS AND DIFFUSERS.
5. PROVIDE EQUALIZING GRID (TITUS MODEL EG). FOR DIFFUSERS TAPPED DIRECTLY FROM BOTTOM
OF DUCT, PROVIDE OPPOSED BLADE DAMPER (TITUS MODEL D-57).
6. PROVIDE OPPOSED BLADE DAMPER FOR REGISTERS.
Typ. Sequence of Operation
THE AIC UNIT SHALL BE STARTED AND STOPPED FROM A
ROOM THERMOSTAT. ON A CALL FOR COOLING, THE
THERMOSTAT SHALL ENERGIZE THE COMPRESSOR(S) TO
MAINTAIN SET POINT. ON A CALL FOR HEATING, THE
THERMOSTAT SHALL ENERGIZE THE ELECTRIC HEAT IN
STAGE(S) TO MAINTAIN SET POINT. SUPPLY FAN SHALL RUN
CONTINUOUSLY DURING OCCUPIED HOURS.
Drawing Index
SHEET #
TITLE
M101
Mechanical Plan & General
Information
FBC Chapter 13 - Energy Efficiency
THIS BUILDING IS A PREVIOUSLY CONDITIONED SPACE THAT IS NOT UNDERGOING A CHANGE IN OCCUPANCY
OR A RENOVATION AS DEFINED BY SECTION 13-2 OF THE FBC. THEREFORE, PER FBC 13-101.5.1, COMPLIANCE
WITH THE ENERGY EFFICIENCY CODE IS NOT REQUIRED AND ENERGY CALCULATIONS ARE NOT REQUIRED.
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Electrical Power Plan
1 N Scale 1/8"=V-0"
O
CUT OFF AND CAP AT TOP OF
FLOOR SLAB OR ABOVE
CEILING ANY EXISTING
CONDUIT STUB INS THAT ARE
NO LONGER BEING USED.
1O EXISTING ELECTRICAL POWER RISER.
2O EXISTING TENANT ELECTRICAL PANEL D4.
O3 NEW TENANT ELECTRICAL PANEL D3. LOCATE PANEL AS CLOSE AS POSSIBLE TO EXISTING CONDUIT
STUB IN. EDGE OF PANEL SHALL BE 12" MIN. FROM CMU OPENING OF REAR DOOR.
O4 EXISTING JUNCTION BOX FOR FUTURE TENANT SIGN TO REMAIN WIRED AS IS TO PANEL D4.
O5 EXISTING JUNCTION BOX FOR FUTURE TENANT SIGN TO BE REWIRED FROM PANEL D4 TO PANEL D3.
O6 EXISTING SHOW WINDOW RECEPTACLE TO REMAIN WIRED AS IS TO PANEL D4.
O7 EXISTING SHOW WINDOW RECEPTACLE TO BE REWIRED FROM PANEL D4 TO PANEL D3.
O8 EXISTING 5 TON RTU WITH EXISTING FACTORY INSTALLED DISCONNECT AND EXISTING FACTORY
INSTALLED POWERED CONVENIENCE OUTLET (CONTRACTOR SHALL CONFIRM OUTLET INSTALLATION
IS PER SECTION 210.63 OF THE NEC). CONTRACTOR SHALL VERIFY THAT THERE IS AN EXISTING
SMOKE DUCT DETECTOR IN THE SUPPLY DUCT. IF THERE ISN'T, REFER TO MECHANICAL GENERAL
NOTE # 7 ON SHEET M101. THE GC SHALL BE RESPONSIBLE FOR COORDINATING THE EXACT SCOPE
OF WORK REQUIRED BETWEEN THE MECHANICAL SUB AND THE ELECTRICAL SUB PRIOR TO BIDDING.
NO CHANGE ORDERS WILL BE APPROVED FOR FAILURE TO VERIFY EXISTING CONDITIONS OR
COORDINATE BETWEEN SUBS,
O9 EXISTING RTU TO REMAIN WIRED AS IS TO PANEL D4.
10 EXISTING RTU TO BE REWIRED FROM PANEL D4 TO PANEL D3.
11 EXISTING RECEPTACLE TO REMAIN WIRED AS IS TO PANEL D4.
12 EXISTING RECEPTACLE TO BE REWIRED FROM PANEL D4 TO PANEL D3.
13 NEW POWER RECEPTACLES TO BE WIRED TO PANEL D3.
14 NEW POWER RECEPTACLES TO BE WIRED TO PANEL D4.
15 PROVIDE ONE NEW CAT-V CONNECTION PORT NEXT TO EACH QUAD RECEPTACLE. PROVIDE 1/2"
CONDUIT W/ PULL CORD UP TO SPACE ABOVE CEILING OUTSIDE OF DEMISING WALL. CAP ABOVE
CEILING FOR FUTURE TENANT CONNECTION.
16 EXISTING COMMUNICATION / DATA OUTLET TO BE DISCONNECTED FROM THE SPACE D4
COMMUNICATION SYSTEM. EXISTING CABLE SHALL BE COILED AND LEFT DIRECTLY ABOVE OUTLET
ABOVE THE CEILING FOR FUTURE TENANT CONNECTION.
17 EXISTING COMMUNICATION / DATA OUTLET TO BE LEFT CONNECTED AS IS TO THE EXISTING SPACE D4
COMMUNICATION SYSTEM.
18 THE EXISTING COMMUNICATION / DATA SYSTEM FOR SPACE D4 SHALL REMAIN AS IS. ANY EXISTING
COMMUNICATION / DATA OUTLETS IN SPACE D3 SHALL BE DISCONNECTED FROM THE SPACE 04
SYSTEM (RE: KEY NOTE 16). NO NEW COMMUNICATION / DATA EQUIPMENT FOR SPACE D3 WILL BE
PROVIDED AS PART OF THIS SCOPE OF WORK. ALL NEW EQUIPMENT AND CONNECTION OF EXISTING
OUTLETS SHALL BE BY THE FUTURE TENANT.
4 Building Power
Riser Diagram
SCALE: NTS
METERING NOTES:
1. CONTRACTOR SHALL COORDINATE EXACT
REQUIREMENTS FOR METERING EQUIPMENT TYPES
AND SYSTEM TOPOLOGY WITH THE LATEST
STANDARDS OF THE LCOAL ELECTRIC UTILITY PRIOR
TO ORDERING AND INSTALLATION OF EQUIPMENT.
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2 Electrical Lighting Plan
NScale 1/8"=V-0"
21 EXISTING DECORATIVE SCONCE FIXTURES SHALL REMAIN WIRED AS IS TO THE EXISTING HOUSE PANEL.
22 EXISTING LIGHT FIXTURES SHALL REMAIN WIRED AS IS TO THE EXISTING TENANT PANEL D4.
23 NEW EXIT LIGHT FIXTURE (X) OR EMERGENCY LIGHT FIXTURE (EM). TIE INTO EXISTING CIRCUIT # 1 ON
TENANT PANEL D4.
24 EXISTING LAY -IN LIGHT FIXTURES. RE -WIRE FROM EXISTING PANEL D4 TO NEW PANEL D3 VIA NEW LIGHT
SWITCH LOCATED NEXT TO D3 REAR DOOR ON THE LATCH SIDE.
25 EXISTING EXIT / EMERGENCY / NIGHT LIGHT FIXTURES TO BE RE -WIRED FROM EXISTING PANEL D4 TO
NEW PANEL D3.
26 NEW EXIT LIGHT FIXTURE (X) OR EMERGENCY LIGHT FIXTURE (EM) WIRED TO NEW PANEL D3.
27 EXISTING EXTERIOR LIGHT FIXTURE. RE -WIRE FROM EXISTING PANEL D4 TO NEW PANEL D3 VIA EXISTING
LIGHT SWITCH.
28 NEW RESTROOM LIGHT FIXTURE AND EXHAUST FAN WIRED TO NEW PANEL D3 VIA NEW LIGHT SWITCH.
Light Fixture Schedule
TYPE
MANUFACTURER
CATALOG NO.
VOLT
LAMPS
MOUNTING & OPTION
NOTE
A
DAYBRITE
2TG8-3-32-01-UNV-1/3-EB
120
(3) 32W T8
GRID MOUNTED
1-3,5-6
C
NITE BRITES
WCR-050-M-MT
120
-
EXISTING TO REMAIN
EM
BEGHELLI
XLP-S1
120
-
WALL MTD AT 9'-O"AFF
2 & 4
X
BEGHELLI
VA4-R-SA
120
LED (INCLUDED)
UNIVERSAL
2 & 4
ALTERNATE FIXTURES MAY BE COOPER, LITHONIA, GENLYTE, HUBBELL, OR THOMAS. FIXTURE
SUBSTITUTIONS MUST BE APPROVED BY OWNER BEFORE THEY ARE SUBMITTED TO THE ENGINEER.
1. ALL FLUORESCENT LIGHTING FIXTURES SHALL HAVE ENERGY SAVING LAMPS AND ELECTRONIC BALLASTS.
2. PROVIDE NECESSARY MOUNTING HARDWARE AND ACCESSORIES FOR ALL FIXTURES.
3. PROVIDE .125 MIN. THICK LENSES FOR FLUORESCENT FIXTURES.
4. ALL EMERGENCY, EXIT AND NIGHT LIGHT FIXTURES SHALL BE CONNECTED AHEAD OF LOCAL SWITCHES.
UNLESS OTHERWISE NOTED.
5. ALL ALTERNATE FIXTURES SHALL BE SUBMITTED FOR PRIOR APPROVAL, SEE SPECIFICATIONS.
6. CONTACT SESCO LIGHTING (407) 629-6100 DAN SCHULMAN
7. VENDOR SHALL VERIFY ALL FIXTURE QUANTITIES AND LOCATIONS (RE: REFLECTED CEILING PLAN).
8. MOUNTING HEIGHTS INDICATED ARE TO THE CENTER LINE OF DEVICE OR FIXTURE U.O.N.
9. ALL FIXTURES TO BE CENTERED ON 2X4 CEILING GRID U.O.N.
10. ALL FIXTURES TO BE PROVIDED BY, RECEIVED, STORED & INSTALLED BY ELECTRICAL CONTRACTOR.
11. CONTRACTOR SHALL PROVIDE OWNER 10% ADDITIONAL SPARE OF ALL LAMP TYPES AT END OF JOB.
12. CIRCUIT BREAKERS USED AS SWITCHES IN 120V AND 277V FLUORESCENT LIGHTING CIRCUITS SHALL BE
LISTED AND SHALL BE MARKED SWD OR HID.
RISER KEY NOTES®:
1. NEW METER AND DISCONNECT LOCATED AS CLOSE AS POSSIBLE TO
THE LOCATION SHOWN ON THE RISER DIAGRAM. EXACT LOCATION
TO BE DETERMINED BY THE CONTRACTOR IN THE FIELD.
2. (1) SET OF NEW (4) # 3/0 & (1) # 310 G, IN NEW 2" CONDUIT
3. (1) SET OF NEW (4) # 3/0 & (1) # 6 G, IN NEW 2" CONDUIT
4. (1) NEW 4" TO 2" REDUCER
5. (1) SET OF NEW (4) # 3/0 & (1) # 6 G, IN EXISTING 4" CONDUIT
6. (1) NEW 7-DAY, 4 CIRCUIT PROGRAMMABLE TIME CLOCK
EXISTING1ZX12 _ R3 _140ANWITHKEYsir
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3 Fire Alarm Plan
NScale 1/8"=T-O"
31 EXISTING FIRE ALARM EQUIPMENT.
32 NEW FIRE ALARM EQUIPMENT.
EXISTING FIRE ALARM EQUIPMENT SHALL BE RELOCATED / REWIRED AS
NEEDED AND NEW FIRE ALARM EQUIPMENT SHALL BE PROVIDED AS NEEDED IN
ORDER TO PROVIDE COMPLETE SEPARATE FIRE ALARM SYSTEMS FOR TENANT
SPACES D3 AND D4.
ALL FIRE ALARM EQUIPMENT IS SHOWN FOR REFERENCE PURPOSES ONLY.
THE COMPLETE AND FINAL FIRE ALARM SYSTEM SHALL BE DESIGNED BY THE
CONTRACTOR, THROUGH SHOP DRAWINGS THAT ARE SIGNED AND SEALED BY
A STATE OF FLORIDA LICENSED AND REGISTERED ENGINEER. SIGNED AND
SEALED SHOP DRAWINGS SHALL BE SUBMITTED TO THE LOCAL JURISDICTION
AS REQUIRED FOR PERMITTING.
ALL WIRING SHALL BE COPPER ONLY.
CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR
TO SUBMITTING BIDS. IF EXISTING CONDITIONS ARE NOT AS
SPECIFIED, CONTRACTOR SHALL NOTIFY THE ARCHITECT /
ENGINEER IMMEDIATELY.
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ELECTRICAL LEGEND
MOUNTING HEIGHTS SHOWN ARE MAX. / MIN. HANDICAPPED ACCESSIBILITY STANDARDS - THEY SHALL NOT BE ALTERED WITHOUT WRITTEN AUTHORIZATION.
NOT ALL DEVICES
SHOWN IN LEGEND ARE REQUIRED. REVIEW POWER & LIGHTING PLANS AND DETAILS FOR ITEMS WHICH APPLY TO THIS PROJECT.
AQa
FLUORESCENT LIGHT FIXTURE, LETTER INDICATES TYPE. SEE FIXTURE
SCHEDULE. LOWER CASE LETTER INDICATES SWITCH USED)
(IF
� LIGHTING, POWER, FRCP PANELBOARD OR TELE. TERM. CABINET.
ME NL
NIGHT LIGHT FIXTURE (NL)
`0 DISCONNECT SWITCH
® X
EXIT LIGHT (SHADE AREA INDICATES DIRECTION) LETTER INDICATES TYPE
SEE LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING.
�F
FIRE ALARM PULL STATION
t9
BATTERY POWERED EMERGENCY LIGHT
HORN/STROBE
SINGLE POLE SWITCH, LOWER CASE LETTER INDICATES LIGHTS
CONTROLLED. LETTER NOT SHOWN IF SELF EVIDENT, MOUNT
O2 SMOKE DETECTOR
a
48" A.F.F. U.O.N.
F
SINGLE POLE SWITCH. FAN CONTROLLER, MOUNT 48" A.F.F. U.O.N.
EF ® EXHAUST FAN
DUPLEX RECEPTACLE, MOUNT 18" AFF LION
THERMOSTAT. PROVIDE SINGLE GANG BOX WITH 1/2" C. STUBBED
OT INTO CEILING SPACE, MOUNT 60" AFF LION (COORDINATE WITH
GROUND FAULT INTERRUPTER RECEPTACLE, LEVITON #6898-I, MOUNT
MECHANICAL DRAWINGS PRIOR TO ROUGH -IN)
�GFI
ABOVE COUNTER HEIGHT U.O.N.
ABBREVIATIONS
DUPLEX RECEPTACLE, MOUNTED ABOVE STOREFRONT WINDOWS
AFF ABOVE FINISH FLOOR NF NON -FUSED
O
JUNCTION BOX (FLUSH MOUNT IN FINISHED AREAS U.O.N.)
AFG ABOVE FINISH GRADE NIC NOT IN CONTRACT
C/T CURRENT TRANSFORMER NL NIGHT LIGHT
>
QUAD RECEPTACLE, MOUNT 18" AFF UON
DE DUAL ELEMENT FUSE NTS NOT TO SCALE
CONDUIT CONCEALED IN WALL, BELOW SLAB, OR ABOVE CEILING.
EC EMPTY CONDUIT OS OCCUPANCY SENSORS
E/F-EF EXHAUST FAN RTU ROOF TOP UNIT
A-1,3
CONDUIT RUN CONCEALED IN WALLS BELOW SLAB, OR CEILING SPACES.
EG EQUIPMENT GROUND TTB TELEPHONE TERMINAL BOARD
ARROWS INDICATE HOMERUN. SMALL HASHMARKS INDICATE NUMBER OF
EM EMERGENCY LIGHT TTC TELEPHONE TERMINAL CABINET
HOT CONDUCTORS, AND LARGE HASHMARK INDICATES NEUTRAL.
SUBSCRIPT INDICATES PANEL AND CIRCUIT NUMBERS. GROUND
EWC ELECTRIC WATER COOLER TYP TYPICAL
CONDUCTOR REQUIRED IN ALL CONDUITS BUT NOT INDICATED.
EWH ELECTRIC WATER HEATER LION UNLESS OTHERWISE NOTED
A-37:39:41
SUBSCRIPT INDICATES PANEL -AND NUMBERS WITH COLONS
EX EXISTING DEVICE TO REMAIN VTC VIA TIME CLOCK
INDICATE 2 OR 3 POLE CIRCUITS.
FACP FIRE ALARM CONTROL PANEL WP WEATHERPROOF
100/3/60
DISCONNECT DESIGNATION (SIZE/POLES/FUSE) "NF" INDICATES
GFI GROUND FAULT INTERRUPTER X EXIT LIGHT
NON -FUSED; "DE" INDICATES DUAL ELEMENT FUSES.
LB LOCK BREAKER
MANUFACTURER SQUARE 0 *INC NAME-, TENANT PANEL TW
MAIN BREAKER 3 PHASE
MAJN LUG& 200 AMP 4 WIRE PROJECT; NAME: REFER TO
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SQUARE FOOT, LOAD;
LIGHTING DEMAND LOAD IS BASED ON THE LARGER OF THE TWO
(CONNECTED VS. TABLE 220. 3a, NEC 2002.
**LARGER ABC LOAD, 6.2 KVA.
I }LENGTH 0......._KVA
MAIN LUGS:
200 AMP
4 WIRE
PROJECT NAME�. REFER
TO TITLE BLOCK ON SHEET
K.AJ,Ct:
42
1202D8 VOLTS
PROJECT NUMBER REFER TO TITLE BLOCK ON SHEET
MOUNTEa
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REFERENCES
UTILIZE THE FOLLOWING ABBREVIATIONS AND DEFINITIONS FOR DISCERNMENT WITHIN THE DRAWINGS AND
SPECIFICATIONS.
NEC NATIONAL ELECTRICAL CODE 2005
OSHA OCCUPATIONAL SAFETY AND HEALTH ACT
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
ASA AMERICAN STANDARDS ASSOCIATION
IEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS
NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION
UL UNDERWRITERS' LABORATORIES, INC.
IES ILLUMINATING ENGINEERING SOCIETY
ICEA INSULATED CABLE ENGINEERS ASSOCIATION
ASTM AMERICAN SOCIETY OF TESTING MATERIALS
ETL ELECTRICAL TESTING LABORATORIES, INC. .
CBM CERTIFIED BALLAST MANUFACTURERS
EIA ELECTRONIC INDUSTRIES ASSOCIATION
FBC FLORIDA BUILDING CODE
SECTION 16010
GENERAL PROVISIONS
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 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.
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 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 THEIR RESPONSIBILITY TO BRING IT TO THE
ATTENTION OF THE ELECTRICAL ENGINEER/ARCHITECT IMMEDIATELY. IF CONTRACTOR PROCEEDS WITH
ANY CHANGES TO THE CONTRACT DOCUMENTS WITHOUT WRITTEN PRIOR APPROVAL FROM THE ELECTRICAL
ENGINEER/ARCHITECT THE CONTRACTOR WILL NOT BE COMPENSATED.
ALL MATERIALS USED SHALL BEAR THE UNDERWRITER'S LABORATORY, INC. LABEL PROVIDED A STANDARD
HAS BEEN ESTABLISHED FOR THE MATERIAL BEING USED. INSTALLATION OF EQUIPMENT AND MATERIALS
SHALL CONFORM WITH THE LATEST EDITIONS (U.O.N.) OF THE LOCAL CODES AND ORDINANCES OF THE BUILDING
DEPARTMENT, THE SERVING UTILITY COMPANIES, N.F.P.A., NATIONAL ELECTRIC CODES AND ORDINANCES,
INCLUDING ALL AMENDMENTS TO THE N.E.C. EQUIPMENT, AND WHERE APPLICABLE, WILL BE LISTED WITH THE
UNDERWRITERS LABORATORIES INC., THE NATIONAL ELECTRICAL SAFETY CODE, LIFE SAFETY CODE, AND THE
OCCUPATIONAL SAFETY AND HEALTH ACT. THE WORKMANSHIP AND QUALITY ESTABLISHED BY THESE
DRAWINGS AND SPEC'S SHALL NOT BE REDUCED BY THE ABOVE MENTIONED CODES.
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 ARCHITECT/ENGINEER PRIOR TO ANY SUCH WORK
BEING EXECUTED.
ALL LOCAL FEES, PERMITS, AND REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY OF PROPERTY
DAMAGE OR THE DURATION OF THE WORK, AND SERVICES OF 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 TO POWER SERVICE (PRIMARY AND/OR SECONDARY) AND TELEPHONE
SERVICE. CONTRACTOR SHALL COOPERATE FULLY WITH THE LOCAL COMPANIES WITH RESPECT TO THEIR
SERVICES.
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.
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 OTHER TRADES.
EXAMINE THE CONTRACT DOCUMENTS TO ASCERTAIN THESE REQUIREMENTS. CAREFULLY CHECK
SPACE REQUIREMENTS WITH OTHER TRADES AND THE PHYSICAL CONFINES OF THE AREA TO
INSURE THAT ALL MATERIAL CAN BE INSTALLED IN THE SPACES ALLOTTED THERETO INCLUDING
FINISHED SUSPENDED CEILINGS. MAKE MODIFICATIONS THERETO AS REQUIRED AND APPROVED.
TRANSMIT TO OTHER TRADES ALL INFORMATION REQUIRED FOR WORK TO BE PROVIDED UNDER
THEIR RESPECTIVE SECTIONS
0 S IN AMPLE TIME FOR INSTALLATION. THE CONTRACTOR 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 CONDITIONS OF
THE BUILDING WILL PERMIT. ANY T RE
SULTING ESULIING FROM THE DEFECTIVE OF ILL-TIMED WORK
PERFORMED UNDER THIS SECTION SHALL BE BORNE BY THE CONTRACTOR.
ANY CORRECTIONS OF DEFECTS TO BE COMPLETED BY CONTRACTOR WITHOUT ADDITIONAL
CHARGE AND TO INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION
WHICH MAY HAVE BEEN DAMAGED THEREBY.
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
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
ARCHITECT/ENGINEER.
CONTRACTOR SHALL STORE MATERIALS IN SUITABLE SHELTER FROM THE ELEMENTS, BUT
READILY ACCESSIBLY FOR INSPECTION BY THE ARCHITECT/ENGINEER UNTIL INSTALLED. STORE
ALL ITEMS SUBJECT TO MOISTURE DAMAGE IN DRY, HEATED SPACES.
PROVIDE SUPPORTS, HANGERS AND AUXILIARY STRUCTURAL MEMBERS REQUIRED FOR SUPPORT
OF THE WORK. FURNISH AND SET ALL SLEEVES FOR PASSAGE OF RACEWAYS 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.
iF WALL MOUNTED EQUIPMENT IS TO BE SECURED TO WALLS THE USE OF STEEL BOLTS ARE TO
BE USED TO MAINTAIN AT LEAST 1" AIR SPACE BETWEEN EQUIPMENT AND SUPPORTING WALL.
GROUPS OF EQUIPMENT MAY BE MOUNTED ON ADEQUATELY SIZED STEEL ANGLES, CHANNELS, OR
BARS. PREFABRICATED STEEL CHANNELS PROVIDING A HIGH DEGREE OF MOUNTING FLEXIBILITY,
SUCH AS THOSE MANUFACTURED BY GLOB-STRUTT, KINDORF, AND UNISTRUT, MAY BE USED FOR
MOUNTING GROUPS OF EQUIPMENT.
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 DRAWINGS
CAN BE MADE BY CONTRACTOR, WERE UPON COMPLETION AND ACCEPTANCE OF THE PROJECT
BY THE OWNER, A NEAT AND LEGIBLE SET OF PRINTS CAN BE DELIVERED.
THE 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 GUARANTEES OR
WARRANTIES FOR LONGER TERMS ARE SPECIFIED. WITHIN 24 HOURS AFTER NOTIFICATION, CORRECT
ANY DEFICIENCIES THAT OCCUR DURING THE GUARANTEE PERIOD AT NO ADDITIONAL COST TO THE OWNER,
ALL TO THE SATISFACTION OF THE OWNER. OBTAIN SIMILAR GUARANTEES FROM SUBCONTRACTORS,
MANUFACTURERS, SUPPLIERS AND SUBTRADE SPECIALISTS.
THE ELECTRICAL CONTRACTOR SHALL COORDINATE AT THE SITE PRIOR TO CONSTRUCTION WITH THE
LOCAL POWER COMPANY TO RELATE WORK WITH THE UTILITY COMPANY'S RESPONSIBILITIES TO MEET
THE OWNERS SCHEDULE.
CONTRACTOR SHALL PROVIDE SUBMITTALS FOR SUBSTITUTION OF MATERIALS OR EQUIPMENT SUCH AS SITE LIGHTING,
LIGHT FIXTURES, SWITCHGEAR, WIRING DEVICES, EMERGENCY GENERATOR/TRANSFER EQUIPMENT, AND ALL
SYSTEMS (FIRE ALARM, SECURITY ETC.) TEN (10) DAYS PRIOR TO BID DATE (TWO COPIES) FOR ENGINEER'S
APPROVAL TO SUBMIT. ENGINEER'S APPROVAL OF THE PRIOR APPROVAL PACKAGE WILL BE CONSIDERED
PRELIMINARY. FINAL APPROVAL WILL BE CONTINGENT UPON REVIEW OF FINAL SHOP DRAWINGS. ALL
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 ENGINEER, IT SHALL BE
DISAPPROVED FOR FINAL SUBMITTAL IF ELECTRICAL CONTRACTOR/GENERAL CONTRACTOR DOES NOT
SUBMIT SHOP DRAWINGS TO THE ELECTRICAL ENGINEER FOR ITEMS LISTED ABOVE, ELECTRICAL ENGINEER
WILL NOT BE RESPONSIBLE FOR ANY, AND OR OMISSIONS OR ERRORS DUE TO SHOP DRAWINGS NOT SUBMITTED.
SHOP DRAWINGS WILL ONLY BE REVIEWED TWICE AS PART OF THIS CONTRACT. ADDITIONAL SHOP DRAWING
REVIEWS SHALL BE INVOICED AT $85.00 PER HOUR, BILLABLE TO THE SUB -CONTRACTOR, C.O.D. ALTERNATE
SITE FIXTURES SHALL INCLUDE A COMPUTER GENERATED POINT-TO-POINT PHOTOMETRIC CALCULATION BASED
ON THE PLANS (FIXTURE CHARACTERISTICS AND POLE PLACEMENT SHALL NOT BE ALTERED). THIS DIAGRAM
SHALL SHOW COMPOSITE VALUES OF THE ILLUMINANCE PROJECTED FROM THE ARRANGEMENT OF LIGHT
SOURCES AS SHOWN ON PLAN. COMPUTER 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 BEING USED.
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 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 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
TURNED OVER TO, AND BECOME PROPERTY OF THE ARCHITECT/ENGINEER.
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, THE CONTRACTOR SHALL EVALUATE
THE CHANGES PROMPTLY. BEFORE INSTALLATION OF ANY ITEM OR PERFORMANCE OF THE WORK INDICATED
BY THE REVISED DRAWING OR REVISIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IN
WRITING THAT THE REVISED DRAWINGS INVOLVE AN ADDITION OR DEDUCTION OF A SPECIFIC AMOUNT OF 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 COST OF THE REVISED WORK.
ALL LOAD DATA HAS BEEN BASED ON INFORMATION GIVEN ENGINEER/ARCHITECT AT THE TIME OF DESIGN.
VERIFY ALL EQUIPMENT NAMEPLATE RATINGS BEFORE ORDERING.
FURNISH AND INSTALL DISCONNECT SWITCHES, WIRING AND CONNECTIONS ON AIR CONDITIONING SYSTEMS AS
SHOWN ON PLANS. ELECTRICAL CONTRACTOR SHALL VERIFY AND COORDINATE WITH MECHANICAL CONTRACTOR
REGARDING SUPPLY AND INSTALLATION OF ALL REQUIRED CONTROLS.
SECTION 16110
RACEIPAYS AND BOXES
STANDARDS
EXCEPT AS MODIFIED BY GOVERNING CODES AND BY THE CONTRACT DOCUMENTS, COMPLY WITH THE
LATEST APPLICABLE PROVISIONS AND LATEST RECOMMENDATIONS OF THE FOLLOWING:
1. RIGID STEEL CONDUIT
a) U.L. STANDARD UL-6
b) A.N.S.I. C80-1
c) FEDERAL SPECIFICATION WW-C-581E
2. INTERMEDIATE METALLIC CONDUIT
a) U.L. STANDARD UL-1242
b) FEDERAL SPECIFICATION WW-C-581E
3. ELECTRICAL METALLIC TUBING
a) U.L. STANDARD UL-797]
b) A.N.S.I. C80-3
c) FEDERAL SPECIFICATION WW-C-563
4. FLEXIBLE STEEL CONDUIT
a) U.L. STANDARD UL-1
5. LIQUID TIGHT FLEXIBLE CONDUIT
a) U.L. STANDARD UL-360
6. NON-METALLIC CONDUIT
a) U.L. STANDARD UL-651
b) A.N.S.I. STANDARD F512
c) N.E.M.A. STANDARD TC-2
d) FEDERAL SPECIFICATIONS GSA-FSS AND W-C-1094-A
7. WIREWAYS AND AUXILIARY GUTTERS
a) U.L. STANDARD UL-870
DO NOT USE ALUMINUM CONDUIT FOR ANY PURPOSES.
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.
RACEWAY TYPES
STANDARD THREADED RIGID STEEL CONDUIT.
1. RIGID CONDUIT HEAVY WALL GALVANIZED.
2. THREADED TYPE FITTINGS: ERICKSON COUPLINGS WHERE THREADED CANNOT BE USED.
INTERMEDIATE METALLIC CONDUIT
1. LIGHT WEIGHT RIGID STEEL CONDUIT.
2. THREADED TYPE FITTINGS: ERICKSON COUPLINGS WHERE THREADED CANNOT BE USED.
ELECTRICAL METALLIC TUBING
1. CONTINUOUS, SEAMLESS TUBING, GALVANIZED OR SHERADIZED ON THE EXTERIOR, COATED ON THE INTERIOR
WITH A SMOOTH HARD FINISH OF LACQUER, VARNISH, OR ENAMEL.
2. COUPLINGS AND CONNECTORS:
a) INDOOR AND TWO (2") INCHES IN SIZE AND SMALLER, SHALL BE STEEL SET -SCREW TYPE FITTINGS.
b) 2 1/2" SIZE AND LARGER MUST EMPLOY STEEL COMPRESSION GLAND FITTINGS.
c) OUTDOOR SHALL BE RAINTIGHT STEEL COMPRESSION GLAND FITTINGS.
3. INDENT TYPE FITTINGS SHALL NOT BE USED.
4. ALL CONNECTORS SHALL HAVE INSULATED THROAT.
5. WHERE INSTALLED IN SLAB OR CONCRETE WORK, PROVIDE APPROVED CONCRETE TIGHT FITTINGS.
FLEXIBLE STEEL CONDUIT
1. SINGLE STRIP, CONTINUOUS, FLEXIBLE INTERLOCKED, DOUBLE -WRAPPED STEEL, GALVANIZED INSIDE AND OUTSIDE,
FORMING SMOOTH INTERNAL WIRING CHANNEL
2. MAXIMUM LENGTH: (SIX 6) FEET.
3. EACH SECTION OF RACEWAY MUST CONTAIN AN EQUIPMENT GROUNDING WIRE BONDED AT EACH END AND SIZED
AS REQUIRED. PROVIDE CONNECTORS WITH INSULATING BUSHINGS.
4. STEEL SQUEEZE -TYPE OR STEEL SET SCREW TYPE FITTINGS.
LIQUID TIGHT FLEXIBLE ELECTRICAL CONDUIT
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 SEALING RING BETWEEN GLAND NUT AND
BUSHING AND NYLON INSULATED THROAT.
NON-MATALLIC RACEWAY
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 PRODUCTS
3. MATERIALS 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.
4. ALL JOINTS SHALL BE SOLVENT CEMENTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER.
ALL UNDERGROUND RACEWAYS SHALL BE A MINIMUM OF 3/4" GALVANIZED RIGID STEEL CONDUIT OR SCHEDULE 40 PVC.
ALL OTHER RACEWAYS TO COMPLY WITH GOVERNING CODES. WHERE RIGID STEEL CONDUIT IS USED, IT SHALL BE
COMPLETELY COATED WITH AN ALKALI AND RUST RESISTANT BITUMASTIC PAINT, KOPPER NO. 50, AND THREADS SHALL
BE COATED WITH ZINC CHROMATE. RIGID STEEL SHALL 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 BOXES SHALL BE RECESSED (FLUSH) IN WALLS OR CEILINGS WHENEVER POSSIBLE.
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 ELEMENTS WHICH ARE THE DIRECT SUPPORTS OF THE
CEILING PANELS. SECURE CONDUIT FIRMLY TO STEEL BY CUPS AND FITTINGS DESIGNED FOR THAT PURPOSE. INSTALL
AS HIGH AS POSSIBLE. BUT NOT LESS THAN 1'-O" ABOVE HUNG CEILINGS.
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 ONE SUPPORT WITHIN THREE (3) FEET OF EACH ELBOW
OR BEND.
OUTLET, JUNCTION, AND PULL BOXES
CAST TYPE CONDUIT BOXES, OUTLET BODIES AND FITTINGS
1. PROVIDE SURFACE MOUNTED OUTLET AND JUNCTION BOXES, IN INDOOR LOCATIONS, WHERE EXPOSED TO
MOISTURE AND IN OUTDOOR LOCATIONS.
2. USE FERROUS ALLOY BOXES AND CONDUIT BODIES WITH RIGID STEEL OR IMC.
3. COVERS: CAST OR SHEET METAL UNLESS OTHERWISE REQUIRED.
4. TAPERED THREADS FOR HUBS.
GALVANIZED PRESSED STEEL OUTLET BOXES
1. GENERAL
a) PRESSED STEEL, GALVANIZED OR CADMIUM -PLATED, MINIMUM OF FOUR (4") INCHES, OCTAGONAL OR
SQUARE, WITH GALVANIZED COVER OR EXTENSION RING AS REQUIRED.
2. SWITCH AND RECEPTACLE, BOX, INDOORS
a) NOMINAL FOUR (4") INCH SQUARE, 1-
1/2" OR 2-1/8" DEEP AS REQUIRED, WITH RAISED COVER UNLESS
OTHERWISE INDICATED ON DRAWINGS. GANGABLE BOXES SHALL NOT BE USED.
3. TELEPHONE OUTLET BOX, INDOORS
a) NOMINAL FOUR (4") INCH SQUARE, 2-1/8" DEEP, WITH RAISED COVER UNLESS OTHERWISE INDICATED ON
DRAWINGS, GANGABLE BOXES SHALL NOT BE USED.
4. LIGHTING FIXTURE BOX
a) FOUR (4") INCH OCTAGON WITH 3/8" FIXTURE STUD.
b) FOR SUSPENDED CEILING WORK, FOUR (4") INCH OCTAGON WITH REMOVABLE BACKPLATE WHERE REQUIRED,
AND TWO (2) PARALLEL BARS FOR SECURING TO THE CROSS -FURRING CHANNELS AND EXTEND FLEXIBLE
CONDUIT TO EACH FIXTURE.
5. PLUG ANY OPEN KNOCKOUTS NOT UTILIZED.
BACK-TO-BACK OUTLETS IN THE SAME WALL, OR "THRU-WALL" TYPE BOXES ARE NOT PERMITTED. PROVIDE TWELVE
(12") INCHES (MINIMUM) SPACING FOR OUTLETS SHOWN ON OPPOSITE 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 FIRE RATED WALL TO MAINTAIN FIRE RATING.
ALL ELECTRICAL CONDUCTORS SHALL BE INSTALLED IN AN APPROVED RACEWAY, EMT, IMC, RIGID GALVANIZED CONDUIT
OR SCHED. 40 P.V.C. THERE SHALL BE NO TYPE NM, MC, ELECTRICAL NON-MATALLIC TUBING, AND FLEXIBLE METAL
CONDUIT USED FOR BRANCH CIRCUITING. MAXIMUM NUMBER OF 120V CIRCUITS ALLOWED IN A COMMON CONDUIT SHALL
BE SIX (6). THE CONTRACTOR SHALL STRICTLY CONFORM TO THE N.E.C. REQUIREMENTS OF DERATING FOR CONDUCTOR
AMPACITY AND CONDUIT FILL. NO CONDUITS SHALL BE INSTALLED EXPOSED ON ROOF.
SECTION 16120
WIRE AND CABLE
PRODUCTS
CONDUCTOR
1. ELECTRICAL GRADE ANNEALED COPPER, TINNED IF RUBBER INSULATED, AND FABRICATED IN ACCORDANCE
WITH ASTM STANDARDS. MINIMUM SIZE #12 FOR BRANCH CIRCUITS AND #14 FOR CONTROL WIRING.
2. THE CONDUCTORS ILLUSTRATED ON THE DRAWINGS ARE COPPER.
STRANDING
1. #12 AND #10 SOLID.
2. CABLES LARGER THAN #10, STRANDED IN ACCORDANCE WITH ASTM CLASS B STRANDING DESIGNATIONS.
3. CONTROL WIRES STRANDED IN ACCORDANCE WITH ASTM CLASS B STRANDING DESIGNATIONS
INSULATED SINGLE CONDUCTORS
1. TYPE THHN/THWN - FLAME RETARDANT: HEAT -RESISTANT THERMOPLASTIC INSULATION. NYLON JACKET
RAZED FOR 90 C DRY/75C WET OPERATION. USE FOR BRANCH CIRCUIT WIRING.
2. USE TYPE THHN/THWN OR RHW OR XHHW, RATED FOR 90 C, FOR FEEDER CIRCUITS.
COLOR CODING
1. PROVIDE CONSISTENT COLOR CODING OF ALL CIRCUITS AS FOLLOWS:
a) 120/208 VOLTS CODE
i) PHASE A - BLACK
ii) PHASE B - RED
iii) PHASE C - BLUE
iv) NEUTRAL - WHITE
b) 277/480 OVOLT CODE EEN
i) PHASE A - BROWN
ii) PHASE B - ORANGE
iii) PHASE C - YELLOW
iv) NEUTRAL - WHITE
v) GROUND - GREEN
2. COLOR -CODE WIRING FOR CONTROL SYSTEMS INSTALLED IN CONJUNCTION WITH MECHANICAL AND/OR
MISCELLANEOUS EQUIPMENT IN ACCORDANCE WITH THE WIRING DIAGRAMS FURNISHED WITH THE EQUIPMENT.
Q
FACTORY COLOR CODE WIRE NUMBER 6 AND SMALLER. WIRE NUMBER 4 AND LARGER MAY BE COLOR CODED
BY COLOR TAPPING OF THE ENTIRE LENGTH OF THE EXPOSED ENDS.
CONNECTORS
1. MAKE CONNECTIONS, SPLICES, AND TAPS AND JOINTS WITH SOLDERLESS DEVICES, MECHANICALLY AND ELECTRICALLY
SECURE. PROTECT EXPOSED WIRES AND CONNECTING DEVICES WITH ELECTRICAL TAPE OR INSULATION TO PROVIDE
PROTECTION NOT LESS THAN THAT OF THE CONDUCTOR.
2. ELECTRICAL TAPE SHALL BE SPECIFICALLY DESIGNED FOR USE AS INSULATING TAPE. SUPER 33+ SCOTCH VINYL
ELECTRICAL TAPE AS MANUFACTURED BY 3M SHALL BE EQUAL.
3. USE LUBRICANT WHERE THE POSSIBILITY OF DAMAGE TO CONDUCTORS EXISTS. USE ONLY A LUBRICANT APPROVED
BY THE CABLE MANUFACTURER AND ONE WHICH IS COMPATIBLE WITH CABLE AND RACEWAYS.
EXECUTION
WIRE AND CABLE
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 OR 200 FEET FOR 277-VOLT CIRCUITS. USE #10
AWG OR LARGER FOR LONGER RUNS.
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.
3. USE TERMINATING FITTINGS, CONNECTORS, ETC., OF A TYPE SUITABLE FOR THE SPECIFIED CABLE FURNISHED. MAKE
BENDS IN CABLE AT TERMINATION PRIOR TO INSTALLING COMPRESSION DEVICE. MAKE FITTINGS TIGHT.
4. EXTEND WIRE SIZING FOR THE ENTIRE LENGTH OF A CIRCUIT, FEEDER, ETC. UNLESS SPECIFICALLY NOTED OTHERWISE.
GENERAL INSTALLATION
1. PROVIDE TOOLS, EQUIPMENT, AND MATERIALS TO PULL ALL WIRE AND CABLE INTO PLACE AND TO MAKE REQUIRED
SPLICES AND TERMINATION.
2. WIRE AND CABLE IN CONDUIT, DUCT OR WIREWAY
a) UTILIZE ROLLER BEARING SWIVEL TO PREVENT TWISTING OF CABLE ENTERING CONDUIT OR DUCT.
b) TAKE PRECAUTIONS TO AVOID ENTRANCE OF DIRT AND WATER INTO CONDUIT AND DUCTS.
c CLEAN EXISTING CONDUITS AND DUCTS TO REMOVE ANY PULLING COMPOUND PRIOR TO PULLING NEW CABLES.
d DO NOT DAMAGE CONDUCTOR INSULATION, BRAID JACKET OR SHEATH.
e) DO NOT BEND CONDUCTOR TO LESS THAN MANUFACTURER'S RECOMMENDED RADUIS.
f) MAKE SPLICES ONLY IN PULL BOXES, JUNCTION BOXES AND OUTLET BOXES.
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 SHARP EDGES; USE FEEDING TUBE WHERE REQUIRED.
h) FOR LARGE DIAMETER CABLES, UTILIZE PROPERLY SIZED PULLING GRIPS.
i) DO NOT EXCEED MAXIMUM RECOMMENDED PULLING TENSION OF WIRE AND CABLE.
FIELD QUALITY CONTROL
1. TEST SYSTEM WIRING FOR CONTINUITY, GROUNDS AND SHORT CIRCUITS PRIOR TO CONNECTION OF ANY EQUIPMENT.
2. TEST FINAL EQUIPMENT CONNECTIONS FOR CONTINUITY OF GROUNDS AND SHORT CIRCUITS.
3. INSULATION RESISTANCE OF FEEDERS AND SUBFEEDERS.
a TEST WITH MEGGER FOR INSULATION RESISTANCE.
b� CORRECT FAULTS AND REPLACE SECTIONS WITH FAULTY INSULATION.
c) DEMONSTRATE INSTALLATION IS FREE OF GROUNDS AND SHORT CIRCUITS AND THAT INSULATION RESISTANCE
COMPLIES WITH ICEA VALUES
4. TEST DIRECT BURIAL CABLES AFTER COMPLETION OF BACKFILUNG.
SECTION 16140
WIRING DEVICES
EXECUTION
SWITCHES
1. PROVIDE SPECIFICATION GRADE, FLUSH MOUNTING, QUIET -OPERATING AC TYPE, WITH TOGGLE OPERATOR, HEAT -RESISTANT
PLASTIC HOUSING AND SELF GROUNDING METAL 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 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 OTHERWISE NOTED.
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 LOCATION WITH THE ARCHITECT.
3. CAREFULLY COORDINATE THE LOCATION OF SWITCHES TO INSURE LOCATIONS AT THE STRIKE SIDE OF DOORS.
4. FURNISH AND INSTALL AN ENGRAVED LEGEND FOR EACH SWITCH THAT CONTROLS EXHAUST FANS, MOTORS, EQUIPMENT
SYSTEMS, ETC., NOT LOCATED WITHIN SIGHT OF THE CONTROLLING SWITCH.
RECEPTACLES
1. UNLESS OTHERWISE NOTED, MOUNT RECEPTACLE VERTICALLY WITH U-SHAPED GROUND POSITION ON BOTTOM.
ALL GENERAL PURPOSE SWITCHES AND RECEPTACLES SHALL BE THE PRODUCT OF A SINGLE
MANUFACTURER. CATALOG NUMBERS LISTED ARE LEVITON: HOWEVER, COMPARABLE DEVICES BY
PASS & SEYMOUR, BRYANT, OR ARROW HART WILL BE ACCEPTED. COLOR OF DEVICES AND
PLATES SHALL BE DICTATED BY ARCHITECT/OWNER.
A. SWITCHES: LEVITON #CSB1-201
B. RECEPTACLES: LEVITON #BR20-1
C. COVER PLATES: SMOOTH PLASTIC
NOTE: ALL OTHER REQUIRED DEVICES SHALL MATCH IN COLOR AND STYLE.
GROUND FAULTINTERRUPTERS
1. SWAB ALL CONDUITS CLEAR OF MOISTURE
2. DO NOT COMBINE G.F.I. PROTECTED CIRCUITS WITH OTHER CIRCUITS IN SAME RACEWAY.
3. LIMIT MAXIMUM NUMBER OF G.F.I. PROTECTED CIRCUITS IN ANY ONE RACEWAY TO A MAXIMUM OF ONE CIRCUIT.
4. GFCI DEVICES SHALL BE ARRANGED TO BE EASILY LOCATED
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.
SECTION 16195
ELECTRICAL IDENTIFICATION
PRODUCTS
NAMEPLATES
1. UNLESS OTHERWISE NOTED, NAMEPLATES SHALL BE BLACK LAMACOID PLATES WITH WHITE ENGRAVED UPPER CASE
LETTERS ENCLOSED BY WHITE BORDER ON BEVELED EDGES.
2. NAMEPLATES FOR EQUIPMENT, SUPPLIED BY THE EMERGENCY SYSTEM, SHALL BE RED LAMACOID WITH WHITE
LETTERING.
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.
CABLE TAGS AND WIRE IDENTIFICATION LABELS
1. CABLE TAGS SHALL BE FLAMEPROOF SECURED WITH NYLON TIES.
2. WIRE MARKERS SHALL BE PREPRINGTED CLOTH TAPE TYPE OR APPROVED EQUIVALENT.
3. LABEL DESIGNATIONS, NOMINAL SYSTEM VOLTAGES APPLIED TO THE COVERS OF ALL MEDIUM AND LOW VOLTAGE
PULL, SPLICE AND JUNCTION BOXES.
EXECUTION
SWITCHBOARDS.
1. FURNISH AND INSTALL A MASTER NAMEPLATE FOR EACH SWITCHBOARD, ENGRAVED WITH THE EQUIPMENT IDENTIFICATION
INDICATED ON THE DRAWINGS. MOUNT AT TOP OF INCOMING SECTION.
2. PROVIDE ON EACH MAIN SWITCH AN IDENTIFYING NAMEPLATE.
PANELBOARDS
1. FURNISH AND INSTALL A NAMEPLATE FOR EACH PANELBOARD AND LOAD CENTER ENGRAVED WITH THE IDEN11FICAIION
INDICATED ON THE DRAWINGS. MOUNT AT TOP OF PANEL.
DISCONNECT SWITCHES
1. FURNISH AND INSTALL A NAMEPLATE FOR EACH DISCONNECT SWITCH ENGRAVED WITH EQUIPMENT DESIGNATION WHICH
THE DISCONNECT SERVES.
SECTION 16431
SWITCHBOARDS
PRODUCTS
APPROVED MANUFACTURERS
1. ALL SWITCHBOARDS ARE TO BE OF THE SAME MANUFACTURER AS THE PANELBOARDS
2. SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING MANUFACTURERS:
a) SQUARE D
b CUTLER -HAMMER
c) GENERAL ELECTRIC
d) SIEMENS ITE
RATINGS
1. THE ASSEMBLY SHALL BE RATED TO WITHSTAND MECHANICAL FORCES EXERTED DURING SHORT CIRCUIT CONDITIONS
WHEN CONNECTED DIRECTLY TO A POWER SOURCE HAVING AVAILABLE FAULT CURRENT AS SHOWN ON THE DRAWINGS.
ENCLOSURES
1. PROVIDE NEMA 1 ENCLOSURES WHERE LOCATED INDOORS IN DRY LOCATIONS.
2. PROVICE NEMA 3R ENCLOSURES WHERE LOCATED OUTDOORS AND LOCATIONS SUBJECT TO THE ELEMENTS.
FINISH
1. ALL EXTERIOR AND INTERIOR STEEL SURFACES OF THE SWITCHBOARD SHALL BE PROPERLY CLEANED AND PROVIDED
WITH A RUST -INHIBITING PHOSPHATIZED COATING. COLOR AND FINISH OF INDOOR SWITCHBOARDS SHALL BE ANSI 61
LIGHT GRAY.
2. OUTDOOR SWITCHBOARD SHALL BE PAINTED TO MATCH THE BUILDING.
SECTION 16450
GROUNDING
SUBMITTALS
1. SUBMIT TEST REPORTS CERTIFYING RESISTANCE VALUES FOR BURIED OR DRIVEN GROUNDS AND WATER PIPE GROUNDS.
PRODUCTS
MATERIALS
1. GROUND CABLES: GREEN COLOR CODED, INSULATED, ANNEALED STRANDED TINNED COPPER WIRE AS INDICATED ON
DRAWINGS.
2. GROUND RODS:
a) COPPER -CLAD STEEL FABRICATED BY MOLTEN WELDING PROCESS.
b) DIAMETER: 5/8 INCH. USE 3/4 INCH FOR ROCKY SOIL.
c LENGTH: 10 FEET.
GENERAL
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 LENGTH.
2. THE SYSTEM NEUTRAL SHALL BE GROUNDED AT THE SERVICE ENTRANCE ONLY, AND KEPT ISOLATED FOR
GROUNDING SYSTEMS THROUGHOUT THE BUILDING.
3. EACH SYSTEM OF CONTINUOUS METALLIC PIPING AND DUCTWORK SHALL BE GROUNDED IN ACCORDANCE WITH THE
REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE.
4. MECHANICAL EQUIPMENT SHALL BE BONDED TO THE BUILDING DQUIPMENT GROUNDING SYSTEM. THIS SHALL INCLUDE
BUT IS NOT LIMITED TO, FANS, PUMPS, CHILLERS, ETC.
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.
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 ALTERNATE GROUNDING MEANS.
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 ENCLOSING STEEL OUTLET BOX. DEVICE MOUNTING SCREWS
SHALL NOT BE CONSIDERED AN APPROVED GROUND.
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 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
CONDUCTOR.
ISOLATED GROUND RECEPTACLES
1. ISOLATED GROUND RECEPTACLES GROUND LUG SHALL NOT BE CONNECTED TO THE RESPECTIVE OUTLET BOXES.
2. PROVIDE INSULATED GROUND WIRE FOR EACH ISOLATED GROUND RECEPTACLE. GROUND WIRE SHALL SERVE ONLY THOSE
RECEPTACLES WHICH ARE ISOLATED. ROUTE GROUND CONDUCTOR TOGETHER WITH PHASE AND NEUTRAL CONDUCTORS
IN A COMMON RACEWAY.
3. TERMINATE ISOLATED GROUND WIRE AT THE GROUND FROM THE SEPARATELY DERIVED SYSTEM SERVING THE RECEPTACLES.
GROUND CONDUCTORS
1. SIZE AS SHOWN ON DRAWINGS OR AS REQUIRED BY NATIONAL ELECTRICAL CODE.
PANELBOARDS
GENERAL
1. ALL SWITCHGEAR, PANELS, STARTERS, CONTACTORS ETC., SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER, THE
SYSTEM DESIGN IS BASED ON SQUARE "D"; HOWEVER, COMPARABLE EQUIPMENT BY G.E., & SEIMENS ONLY WILL BE
ACCEPTABLE ALTERNATES. TANDEM AND HALF -SPACE CIRCUIT BREAKERS SHALL NOT BE USED.
2. ALL ELECTRICAL PANELS INDICATED ON THESE DRAWINGS ARE DESIGNED AND SERIES RATED, AS PER SQUARE "D"
SPECIFICATIONS. IF AN ALTERNATE MANUFACTURER IS SUBSTITUTED, IT IS THE RESPONSIBILITY OF THE ELECTRICAL
CONTRACTOR TO PROPERLY SERIES RATE ALL PANELS.
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 CIRCUIT PROTECTIVE DEVICE, INCLUDING SPARES. HAND PRINTED
WILL NOT BE ACCEPTED.
4. ENGRAVED, LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL PANELS AND
SWITCHGEAR. PLATES SHALL BE AFFIXED TO FRONT OF PANELS, INDICATING PANEL NAME, VOLTAGE AND AMPERAGE.
EXECUTION
INSTALLATION
1. MOUNT ALL PANELS AT A MAXIMUM HEIGHT OF 6 FEET 6 INCHES TO TOP UNLESS OTHERWISE NOTED.
2. WHERE FLUSHED MOUNTED, THE FIRE INTEGRITY OF THE WALL IN WHICH IT IS INSTALLED MUST BE MAINTAINED.
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.
4. PLUG ALL KNOCKOUTS REMOVED AND NOT UTILIZED.
5. PROVIDE NAMEPLATE AND FILL OUT PANEL DIRECTORY. FOR REMODAL WORK OR CHANGES, TRACE CIRCUITS TO
DETERMINE LOADS AND PROVIDE NEW UPDATED DIRECTORY.
TOUCH UP AND CLEANING
1. VACUUM ALL BACKBOXES CLEAN OF DEBRIS AFTER INSTALLATION AND PRIOR TO CONTRACT CLOSEOUT.
2. TOUCH UP SCRATCH MARKS, ETC. WITH MATCHING PAINT.
SECTION 16500
LUMINAIRES AND ACCESSORIES
PRODUCTS
LUMINAIRES
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 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 REQUIRED TO GIVE PROPER
INSTALLATION PER THE CONTRACT DOCUMENTS AND PER CODES.
BALLASTS
1. IT IS PREFERRED THAT ALL BALLASTS SHALL BE OF THE SAME MANUFACTURER. EVERY EFFORT SHALL BE MADE TO ELIMINATE BALLASTS
FROM MULTIPLE MANUFATURERS. BALLASTS WITHIN LUMINAIRES OF A GIVEN TYPE MUST HOWEVER BE OF THE SAME MANUFACTURER.
MULTIPLE MANUFACTURERS WILL NOT BE PERMITTED.
2. APPROVED MANUFACTURERS.
a) GENERAL ELECTRIC
b) MOTOROLA
c) MAGNETEK
FABRICATION
1. PROVIDE LUMINAIRES, COMPLETE FACTORY -ASSEMBLED AND WIRED AND EQUIPPED WITH NECESSARY SOCKETS, BALLASTS, WIRING, REFLECTORS,
CHANNELS, LENSES, ETC., AND DELIVER TO JOB READY FOR INSTALLATION.
MATERIALS
1. PROVIDE BALLASTS WITH VOLTAGE CHARACTERISTICS TO MATCH THAT OF ALL RELATED CIRCUITRY INDICATED ON DRAWINGS. NO EXTRA
COMPENSATION WILL BE ALLOWED FOR FAILURE TO PROPERLY COORDINATE BALLAST VOLTAGE WITH CIRCUITRY.
2. BALLASTS FOR CONTROL OF LAMPS IN ONE HOUSING OR FIXTURE UNIT SHALL NOT CONTROL LAMPS OF AN ADJOINING UNIT.
3. GUARANTEE BALLAST FOR ONE FULL YEAR AND ONE YEAR PRORATED AS PER STANDARD MANUFACTURER SWARRANTY AGAINST DEFECTS
FOR A PERIOD OF 2 YEARS. GUARANTEE TO INCLUDE REPLACING DEFECTIVE BALLAST WITH NEW BALLAST.
LAMPS
1. PROVIDE A COMPLETE SET OF NEW LAMPS IN EACH FIXTURE.
2. UNLESS NOTED OTHERWISE LAMPS MUST CONFORM TO THE FOLLOWING:
a) FLUORESCENT. T-8, 35K COLOR.
b) INCANDESCENT: "A" LAMPS TO BE INSIDE FROSTED RATED AT 130 VOLTS.
c) LOW VOLTAGE: MR-16.
EXECUTION
INSTALLATION
1. INSTALL LUMINAIRES IN MECHANICAL AND UNFINISHED AREAS AFTER DUCTWORK AND PIPING INSTALLATION. ADJUST FIXTURE LOCATIONS
TO PROVIDE THE BEST LIGHTING FOR 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 7'-0" A.F.F.
2. THE CONTRACTOR SHALL PROTECT LUMINAIRES FROM DAMAGE DURING INSTALLATION OF SAME AND UP TO THE TIME OF ACCEPTANCE.
ANY BROKEN LUMINAIRES, GLASSWARE, PLASTICS, LAMPS ETC., MUST BE REPLACED BY THE CONTRACTOR WITH NEW PARTS, WITHOUT
ANY ADDITIONAL EXPENSE TO THE OWNER.
3. WHERE BALLASTS ARE FOUND TO BE PRODUCING EXCESSIVE NOISE THEY SHALL BE REPLACED.
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.
5. TRACK LUMINAIRES, ADJUSTABLE LUMINAIRES, FLOODLIGHTS AND ACCENT LIGHTS SHALL BE AIMED AS DIRECTED BY THE ARCHITECT/ENGINEER.
OUTDOOR LIGHTING SHALL BE AIMED IN PERIODS OF DARKNESS.
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 THE BASE PLATE ON THE ANCHOR BOLTS. PACK GROUT BETWEEN BASE PLATE AND CONCRETE FOOTING
AND PROVIDE DRAIN HOLE BELOW BASE PLATE TO PREVENT ACCUMULATION OF MOISTURE INSIDE POLE BASE. PROVIDE TWO PIECE OR
INDIVIDUAL COVERS FOR NUTS EXPOSED ABOVE THE BASEPLATE OF THE SAME COLOR AS THE POLE. GROUND ALL METAL LIGHTING STANDARDS.
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