HomeMy WebLinkAbout196 Towne Center Cir 18-2675 PlansS MINO TOWNS CENTER -SPACE
196 TOWNS CENTER CIRCLE, SANFORD, FLORIDA, 32771
PROJECT CODE INFORMATION
THE BUILDING SHALL BE IN COMPLIANCE WITH THE MOST RECENT VERSION OF THE FOLLOWING CODES, ALL
WITH INCLUDED SANFORD AMENDMENTS:
2017 FLORIDA BUILDING CODE 2017 FLORIDA FUEL GAS CODE
2017 EXISTING BUILDING CODE 2017 FLORIDA TEST PROTOCOLS
2017 FLORIDA PLUMBING CODE 2017 FLORIDA ACCESSIBILITY CODE
2017 FLORIDA MECHANICAL CODE 2017 FLORIDA ENERGY CODE
2017 NATIONAL ELECTRICAL CODE ANSI A117.1 2003
2010 AMERICANS WITH DISABILITIES ACT (ADA) NFPA 13
INSTALLATION OF SPRINKLER SYSTEMS O.S.H.A.
EXISTING
BUILDING INFO
AREA
TYPE
NOTES
EXISTING/RENOVATION
ALTERATION
LEVEL 2
CISTALLATION OF RESTROOM.
OCCUPANCY CLASS
OCCUPANCY
CLASS
NOTES
UERLA TI
R T 0
SQUARE FOOTAGE
AREA
OCC.
SO. FT.
% OF AREA
NOTES
UNALTERED
M
4,686
98%
EXISTING SPACE
RENOVATED
M
104
2%
NEW
M
0
0%
TOTAL
4,790
100%
GROSS AREA WITHIN EXTERIOR WALLS
ELEMENT
REQUIRED
PROVIDED
NOTES
SPRINKLER SYSTEM
NO
YES
PORT. FIRE EXTINGUISHERS
YES
YES
FIRE ALARM & DETECTION
NO
NO
CONSTRUCTION TYPE
OCCUPANCY
CONST.
TYPE
NOTES
M
IIB
UNPROTECTED BUILDING MATERIALS
ELEMENT
TYPE
RATING
NOTES
STRUCTURAL FRAME
IIB
-
EXISTING UNALTERED
BEARING WALLS (EXT)
-
EXISTING UNALTERED
BEARING WALLS (INT)
-
NONE
NON -BEARING WALLS (EXT)
-
EXISTING UNALTERED
NON -BEARING WALLS (INT)
-
EXISTING UNALTERED / NEW
FLOOR CONSTRUCTION
-
EXISTING UNALTERED
ROOF CONSTRUCTION
-
EXISTING UNALTERED
P U
G FIXTURES
OCCUPANTS
MALE FEMALE
07. OF FIXTURES TO BE MALE / FEMALE
NOTES
73
37
36
REQUIRED
PROVIDED
MALE
FEMALE
MALE
FEMALE
WATER CLOSETS
1 PER 500
1
1
1
1
LAVATORIES
1 PER 750
1
1
1
1
BATHTUBS/SHOWERS
NONE
0
0
DRINKING FOUNTAINS
1 PER 1000
1
2 (HIGH & LOW HC)
SERVICE SINK
NONE
1
1
DIRECTORY
ADDRESS
CONTACT
WASHINGTON PRIME GROUP
OWNER
111 MONUMENT CIRCLE
CHARRISE WHITE
INFORMATION
SUITE 3500
TEL: 317-986-8517
INDIANAPOLIS, IN 46204
TENANT
INFORMATION
MY LITTLE TOWN KIDS
LARSON DESIGN GROUP
ARCHITECT:
1000 COMMERCE PARK DRIVE
ROBERT J. GEHR, AIA, NCARB
ARCHITECT
SUITE 201
PROJECT CONTACT:
WILLIAMSPORT, PA 17701
KARA DEMMIEN
TEL: 570.244.2064
SCOPE.
OF WORK
GENERAL
INSTALLATION
OF RESTROOM.
ARCHITECTURAL
INSTALLATION
OF NEW INTERIOR PARTITIONS FOR RESTROOM AND
INSTALLATION
OF NEW FINISHES.
STRUCTURAL
EXISTING, NO
MODIFICATIONS
MECHANICAL
EXISTING AIR
HANDLER UNIT(S) TO REMAIN, NEW DUCT WORK AS
NOTED.
ELECTRICAL
EXISTING SERVICE & PANEL TO REMAIN. INSTALLATION OF NEW
LIGHTS, & POWER
RECEPTACLES AS NOTED.
PLUMBING
INSTALLATION
OF NEW PLUMBING FIXTURES, WATER CLOSET, &
LAVATORY.
DEFERRED SUBMITTALS
• FIRE SPRINKLER MODIFICATIONS
FIRE SPRINKLER NOTE:
CHANGES ARE REQUIRED TO THE EXISTING FIRE SPRINKLER SYSTEM
UNDER THIS SCOPE OF WORK, THE FIRE SPRINKLER
SUB -CONTRACTOR SHALL SUBMIT TO THE BUILDING AND FIRE
DEPARTMENTS A FIRE SPRINKLER PLAN AND CALCULATIONS
DOCUMENTING THE REVISIONS TO THE EXISTING SYSTEM. THE
GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO
PROTECT THE INTEGRITY AND OPERATION OF THE EXISTING SYSTEM
DURING CONSTRUCTION. ALL WORK SHALL COMPLY WITH NFPA 13,
1999 EDITION..
l •;s
A01
DRAWING INDEX
SHEE 0
DESCRIPTION
REVISIONS
GENERAL INFORMATION
G1.0
COVER SHEET/CODE INFORMATION
1
07/20/2018
G1.1
EGRESS/LIFE SAFETY PLAN
1
07/20/2018
G1.2
ADA ACCESSIBILITY DIGRAMS
G2.0
SYMBOLS & ABBREVIATIONS
G3.0
SPECIFICATION/GENERAL NOTES
DEMOLITION PLAN
D1.0
DEMOLITION FLOOR PLAN
1
07/20/2018
ARCHITECTURAL
A1.0
FLOOR PLAN & INTERIOR ELEVATIONS
1
07/20/2018
A2.0
WALL TYPES DETAILS / DOOR SCHEDULES
1
07/20/2018
A3.0
REFLECTED CEILING PLAN
1
07/20/2018
MECHANICAL
M0.1
MECHANICAL SPECIFICATIONS
MD1.0
MECHANICAL DEMOLITION PLAN
1
07/20/2018
M1.0
MECHANICAL FLOOR PLAN
1
07/20/2018
PLUMBING
PO.1
PLUMBING SPECIFICATIONS
PD1.0
PLUMBING DEMOLITION PLAN
1
07/20/2018
P1.0
PLUMBING PLAN & DETAILS
1
07/20/2018
ELECTRICAL
E0.1
ELECTRICAL SPECIFICATIONS
ED1.0
ELECTRICAL DEMOLITION PLAN
E1.0
POWER PLAN
1
07/20/2018
E2.0
LIGHTING PLAN
1
07/20/2018
E3.0
FIR
PANEL SCHEDULES & DETAILS
PARTMENT
1
07/20/2018
THESE PLANS ARE REVIEWED AND
CONDITIONALLY ACCEPTED FOR
PERMIT. AN ISSUED PERMIT SHALL BE
DEEMED PERMISSION TO PROCEED
WITH WORK AND NOT AS AUTHORITY
TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THESE PROVISIONS OF
THE TECHNICAL CODES, NOR SHALL
ISSUANCE OF A PERMIT PREVENT THE
FIRE PREVENTION DIVISION FROM
THEREAFTER REQUIRING A
CORRECTION OF ERRORS ON THE
PLANS, CONSTRUCTION OR OTHER
VIOLATIONS OF THE CODE.
REVIEWED BY:
MATT MINNETT
SANFORD FIRE DEPT.
'DATE: O Jsz1_1x
A PE Rf AIT I;> ;i, tt t7 ; H?ii,L BE CONSTRUED TO BE A
Lii_ +_.i � 7 TO P g0C,CEED WITH THE WORK AND NOT AS
A J 2�18 a': T Ht�PIl '' TO VIOLATE, CANCEL, ALTER OR SE`(
ANY
Fri f � J- THE PROVISIONS OF THE TECHNICAL
1 .,R S -I..AL1. ISSUANCE OF A PERMIT PREVENT
�a �. � -';r c U,LDftdu OFFICIAL FROM T!-![REAFTEFi
ice; ilillf !f dl r A CORRECTION OF ERRORS IN Pi.ANS,
CONS RUCTiON OR VIOL4,110NS OF THIS CODE / / f
PERMIT #� _.
0
It is a violation of the law for
any person, unless acting under
the direction of a licensed
Architect, Engineer or Land
Surveyor, to alter an item in
any way. Plans, maps,
specifications, studies, and
reports not containing a red ink
seal imprint on the cover sheet
accompanied by an original
signature by the licensed
professional may have been
fraudulently altered and shall
not be considered an original
copy. Copyright Protected 2018,
Larson Design Group.
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PROJECT NO. 11979-002
DRAWN BY EBG
APPV'D BY RJG
COVER SHEET
CODE INFORMATION
SHEET NO.
G1.0
EXIT #2
rnr,- I
(IyE�GRESS PLANSLE: 3/16"=1'-0"
MEANS OF EGRESS
ELEMENT
REQUIRED
NOTES
PROVIDED
DOORS
0.2" PER
OCCUPANT FOR
36" MINIMUM (NON SPRINKLER)
1140"
EACH MEANS
44" MIN AT STOCKROOM AISLE
OF EGRESS
7.4"
TRAVEL DISTANCE
250 FT MAX
(SPRINKLER)
RE: TRAVEL
DISTANCE
TOTAL EXITS
2 EXITS
1-500 OCCUPANTS = 2 EXITS
2
OCCUPANT LOAD
ATTRIBUTED TO EXIT
MINIMUM CALCULATED —i
REQUIRED OPENING WIDTH
PLAN LEGEND
i�
-♦ — — -+ I TRAVEL ROUTE FROM SPACE TO EXIT
z I EXIT DOOR
�— WIDTH PER OCCUPANT LOAD
FACTOR
PROVIDED CLEAR OPENING WIDTH
MAXIMUM CAPACITY
OCCUPANCY TABLE
OCCUPANCY S.F.
TYPE
S.F. PER
PERSON
S.F. UNIT
BUSINESS
100
GROSS
MERCANTILE
60
GROSS
STORAGE
300
GROSS
UNOCCUPIED
0
1. VERIFY EXISTING/INSTALL NEW TACTILE EXIT SIGNAGE AS REQ'D BY CODE: G1.2 FOR
MOUNTING HEIGHTS
2. VERIFY EXISTING/INSTALL NEW ADA EXIT ROUTE SIGNAGE AS REQ'D BY LOCAL CODE. RE:
2/G1.2
3. VERIFY EXISTING/INSTALL NEW ADA ACCESSIBILITY SIGNAGE AS REQ'D BY LOCAL CODE. RE:
2/G1.2
4. G.C. TO ACQUIRE FIRE EXTINGUISHERS FROM DTLR'S VENDOR. MINIMUM REQUIREMENT IS
1-TYPE 3A: 40B: C (5LBS) PER 75'-0" OF TRAVEL OR 1 PER 3,000 S.F. OF BUILDING AREA.
WHEN MOUNTING ADJACENT TO DOOR OPENING, MAINTAIN 12" CLEAR TO DOOR OPENING FOR
ADA COMPLIANCE. PREFERRED LOCATIONS SHOWN, FINAL LOCATION, MOUNTING HEIGHT AND
QUANTITY BY FIRE INSPECTOR. G.C. TO VERIFY FIRE MARSHALL REQUIREMENTS FOR
INSPECTION AND TAGGING. G.C. TO PROVIDE INSPECTION AND TAG IF NECESSARY.
5. EXISTING SECURITY GRILLE TO BE OPENED AT ALL TIMES WHILE SPACE IS OCCUPIED.
It is a violation of the law for
any person, unless acting under
the direction of a licensed
Architect, Engineer or Land
Surveyor, to alter an item in
any way. Plans, maps,
specifications, studies, and
reports not containing a red ink
seal imprint on the cover sheet
accompanied by an original
signature by the licensed
professional may have been
fraudulently altered and shall
not be considered an original
copy. Copyright Protected 2018,
Larson Design Group.
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PROJECT NO. 11979-002
DRAWN BY EBG
APPV'D BY RJG
EGRESS/LIFE
SAFETY PLAN
SHEET NO.
G1.1
12" MIN.
OF P40
LETTERS AND NUMBERS: MOUNTED SIGNAGE FIN. FLOOR '
PULL SIDE PROVIDE THIS COMPRESSED CARPET 1/4' MAX. Co�
ADDITIONAL SPACE IF 1. LETTERS AND NUMERALS SHALL BE RAISED 1/32' (0.8 MM) MINIMUM, A. DOOR MOUNTED SIGNAGE: X � BELOW THRESHOLD LEVEL 48"
THE DOOR HAS BOTH ? UPPERCASE, SANS -SERIF OR SIMPLE SERIF AND SHALL BE ACCOMPANIED 2 W
z 24" A LATCH AND A NTH GRADE 2 BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST 5/8' 1. (UNISEX) _12' DIAMETER CIRCLE 1/4• THICK WITH 1 /4 " N = E
E � f
4
_ (16 MM) HEIGHT, BUT NO HIGHER THAN 2" (50 MM) PICTOGRAMS SHALL BE THICK TRIANGLE SUPERIMPOSED WITHIN CIRCLE
TERI CLOSER � ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY a t t�
BELOW THE PICTOGRAM. THE BORDER DIMENSIONS OF THE PICTOGRAM
O 18 SHALL BE 6' (152 MM) MINIMUM IN HEIGHT. (ADAAG SEC. 4.30.4) 2. SIGNS ARE CENTERED ON THE DOOR 60• FROM THE TRANgITION BETWEEN FLOOR FINISHES
t0 FLOOR. A
NTERI R INTERNATIONAL SYMBOLS FOR 4. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH -TO -HEIGHT
ACCESSIBILITY RATIO BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH -TO -HEIGHT RATIO R. WALL MOUNTED SIGNS X Z
Z BETWEEN 1:5 AND 1:10. (ADAAG SEC. 4.30.2) 2 � " '
Z_ 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS 201
PICTOGRAM TO COMPLY INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE 2 i.� in
yylTy{ 703 g 5. THE CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OF THE DOOR. THE BORDER DIMENSION SHALL BE A 1 48""°
OR OTHER NON -GLARE FINISH. CHARACTERS AND SYMBOLS SHALL
Z „ " z SYMBOL OF ACCESSIBILITY MINIMUM OF 6' IN HEIGHT. NOTE: IF NO WALL SPACE IS
00 12 0o CONTRAST WITH THEIR BACKGROUND -EITHER LIGHT CHARACTERS ON �
It 5 TO COMPLY WITH 703.7 AVAILABLE, SIGN IS TO BE PLACED ON THE NEAREST
g 12" 1 N. d IN. = ( DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. ADJACENT WALL, PREFERABLY ON RIGHT. _ HIGH FORWARD REACH LIMIT
�o TEXT NOT IN PICTOGRAM (ADAAG SEC. 4.30.5)
FlED (5/6' TO 2' TALL) X DOOR THRESHOLD a
00 2. VERBAL DESCRIPTION AS TO REST ROOM USAGE (I.E. Q
� 18" WOMEN 6. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO MEN'S REST ROOM) IS TO BE PLACED DIRECTLY BELOW (X)
O W THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM THE SYMBOL OF ACCESSIBILITY. 2
IN. t- < GRADE 2 BRAILLE HEIGHT IS MEASURED USING AN UPPER CASE X. LOWER CASE CHARACTERS a 1
PUSH SIDE o = ARE PERMITTED. (ADAAG SEC. 4.30.3) 3. FLOOR.
ARE CENTERED ON THE WALL 60" FROM THE
7. BRAILLE SHALL BE CONTRACTED (GRADE 2) BRAILLE AND SHALL COMPLY iv
PROVIDE THIS WITH SECTION 703.4. (ICC/ANSI SEC. 703.4.1) 4. MOUNTING LOCATION ALLOWS A PERSON TO APPROACH (X)
ADDITIONAL SPACE IF REOLNRED ADA SIGNAGE WITHIN 3' OF THE SIGN WITHOUT ENCOUNTERING 0
THE DOOR HAS BOTH WALL--SIGNAGE (TYP.) 8. BRAILLE SHALL BE BELOW THE CORRESPONDING TEXT. IF TEXT IS PROTRUDING OBJECTS OR STANDING WITHIN THE SWING
77
A LATCH AND A TWO HINGED TWO HINGED MULTILINED, BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT. BRAILLE OF A DOOR'
DOORS IN SERIES DOORS IN SERIES SHALL BE SEPARATED 3/8' (9.5 MM MIN. FROM ANY OTHER TACTILE X
CLOSER CHARACTERS AND 3/8" (9.5 MM) MIN. FROM RAISED BORDERS AND �a
FRONT APPROACH DECORATIVE ELEMENTS. BRAILLE PROVIDED ON ELEVATOR CAR CONTROLS Ail
SHALL BE SEPARATED 3/16'_ (4.8 MM) MIN. EITHER DIRECTLY BELOW OR (Z) It is a violation of the law for
® ADJACENT TO THE CORRESPONDING RAISED CHARACTERS OR SYMBOLS. any person, unless acting under
pi (ICC/ANSI SEC. 703.4.4) (Z) �" the direction of a licensed
LEVEL CHANGES
SIGN LOCATIONS: NOTES: 48" Architect,veo,to a9teereano item in
Surve r
1. 1/2" MAXIMUM TOTAL HEIGHT WITH 1/4" MAXIMUM VERTICAL any way. Plans, maps,
9. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY CHANGE AT EDGE. specifications, studies, and
PERSONS WITH DISABILITIES AND AT EVERY MAJOR JUNCTION ALONG OR NOTES: reports not containing a red ink
„ GENERAL RESTROOM SIGNAGE LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE IDENTIFIED 2. 1:2 SLOPED BEVEL REQUIRED IF LEVEL CHANGE IS OVER seal imprint on the cover sheet
18 WITH A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY 1/4' VERTICAL 1. X SHALL BE S 25 INCHES; Z SHALL BE 2 X. accompanied by an original
signature by the licensed
MI AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE 2. WHEN X S 20 INCHES, THEN Y SHALL BE 48 INCHES MAXIMUM. professional may have been
TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. ICC BC SEC. 1110 3. LEVEL CHANGES OF MORE THAN 1/2" MUST BE RAMPED AND P y
PULL SIDE PULL SIDE ( ) COMPLY WITH RAMP REQUIREMENTS. fraudulently altered and shall
Z Z � 3. WHEN X IS > 20 TO 25 INCHES, THEN Y SHALL BE 44 INCHES MAXIMUM. not be considered an original
z 10. WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, copy. Copyright Protected 2018,
SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE MAXIMUM FORWARD REACH OVER AN OBSTRUCTKN Larson Design Group.
10 Z " " OF THE DOOR. WHERE THERE IS NO WALL SPACE TO THE LATCH SIDE OF PROVIDE TACTILE THRESHOLDS +
24 MI 36 MIN.: THE DOOR, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACE ON SIGNAGE AS PER ANSI
lul :2ItcoTHE NEAREST ADJACENT WALL. MOUNTING HEIGHT SHALL BE 60" (1525 MM) CODE SECTION 703 LEVEL CHANGES
ABOVE THE FINISH FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING
00 LOCATION FOR SUCH SIGNAGE SHALL BE So THAT A PERSON MAY
%INTERNATIONAL INTERNATONAL APPROACH WITHIN 3• (76 MM)OF THE SIGNAGE WITHOUT ENCOUNTERING a SCALE: NTS
PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. a
TDD SYMBOL SYMBOL OF (ADAAG SEC. 4.30.6) `� X
ACCESS FOR :E0 ACCESSIBLE _
HEARING IMPAIRED 11. ADDITIONAL DIRECTIONAL SIGNS ALONG ACCESSIBLE PATH OF TRAVEL Q- es 4" MAX WIDTH ANY AMOUNT
18 PUSH SIDE PUSH SIDE g o�
MI _ _ ARE REQUIRED. (ICC/IBC SEC. 1110) "MI .r
12. BUILDINGS REMODELED TO PROVIDE ACCESSIBLE SANITARY FACILITIES LLq
4 `Ed FOR PUBLIC USE SHALL HAVE INFORMATION POSTED IN THE LOBBY AS
M PART OF THE BUILDING DIRECTORY. 30"
INTERNATIONAL SYMBOL OF ACCESSIBILITY: Q
* 48" MIN. IF DOOR HAS 54" MIN. 13. STANDARD USED TO IDENTIFY ACCESSIBLE FACILITIES.
14. WHITE FIGURE ON BLUE BACKGROUND, COLOR # 15090 ON CLEAR FLOOR SPACE HIGH AND LOW
BOTH A LATCH AND A _ �i PARALLLIMITS EL APPROACH SIDE REACH
FEDERAL STANDARD # 595A. N
CLOSER 15. WHEN ENFORCING AGENCY DETERMINES, IF APPROPRIATE, SPECIAL N
DOORS AT PROPOR noNs FOR > > \ \ zo
RAISED INTERNATIONAL SYMBOLS FOR DESIGNS AND COLORS MAY BE APPROVED.
OPPOSITE WALLS LATCH APPROACH HINC;� APPROACH Z z FIG (A) FIG (B) >1 DMIN. "
ACCESSIBILITY BRAILLE: (ICC/ANSI TABLE 703.4.3) 24' MAX. 30" 1MAX.30" lN- S
16 DOTS TO BE 0.09" (2.3 MM) TO 0.1- (1.5 MM) ON CENTER IN EACH CELL = o
9" 9" 17. 0.241• (6.1 MM) TO 0.3" (7.6 MM) SPACE BETWEEN CELLS HORIZONTALLY. 'a w
0A,
QUIRED DOOR CLEARANCES 18. 0.395" (10.0 MM) TO 0.4" (10.2 MM) SPACE BETWEEN CELLS HORIZONTALLY. POST
Z EXITROUTE Z TO 2 FIELD T4LL) 5/6• 19' DOTS RAISED 0.025" (O.6 MM) TO 0.037" (0.9 MM) ABOVE BACKGROUND. UOR LATCH SIDE Q Q 0 W
LE: NTS EXIT 20. DOTS BASE DIAMETER TO BE 0.059' (1.5 MM) TO 0.063" (1.6 MM). TACTILE SIGNAGE MOUNTING
= HEIGHTS ato a
':}f GRADE 2 BRAILLE = X e X V)
e a
Q
r TACTILE SIGNAGE + SYMBOLS CANE RANGE 12" MAX CANE RANGE a
. 1 1/4' MI n SIDE REACH OVER AN OBSTRUCTION
1 /2• MA Gl_
N (1 1/2 SCALE: NTS FIG (C) FIG (D) iz
o KING, TYP.
FORCALL GRAB BAR U
LOCATION �4' MIN DIA (!��SCA_LE:
PROTRUDING OBJECTS 5 REACH REQUIREMENTSow I-
�
2" MAX DIA o
�0
WALL ClRCU_AR
0
O
60" 36"
* 56" AT WALL -HUNG TOILETS MINIMUM 6" TOE KICK 4'-0" DRINKING FOUNTAIN NOTES FOR LOW HARDWARE DOORS Z
DRINKING FOUNTAIN: HARDWARE. ENTRANCES. THRESHOLDS.Q.
SPACE (TYP) 15" 15' HAND ACTIVATED DOOR OPENING HARDWARE IS ALL PRIMARY ENTRANCES TO BUILDINGS AND THRESHOLDS ARE REQUIRED TO BE NO MORE o
VERIFY KNEE &TOE A. THE SPOUT SHALL PROVIDE A FLOW OF REQUIRED TO BE CENTERED BETWEEN 34 AND 44 INCHES FACILITIES ARE REQUIRED TO BE MADE ACCESSIBLE. A THAN 1/2 INCH HIGH. BEVEL OR SLOPE THE EXPOSED EDGE
WATER AT LEAST 4" O
VERIFY KNEE &TOE CLEARANCES WITH HIGH SO AS TO HIGH. LATCHING AND LOCKING DOORS THAT ARE HAND PRIMARY ENTRANCE IS DEFINED AS "...ANY ENTRANCE TO A AT AN ANGLE NOT EXCEEDING 45 DEGREES SO THAT NO c
ALT DOOR CLEARANCES WITH SPECIFIED FIXTURE b oACTIVATED AND WHICH ARE IN A PATH OF TRAVEL HAVE TO FACILITY WHICH HAS A SUBSTANTIAL FLOW OF PEDESTRIANS "
LOCATION � SPECIFIED FIXTURE I fcus ALLOW THE INSERTION OF A CUP OR SINGLE VERTICAL CHANGE OF ELEVATION EXCEEDS 1/4 INCH. 'Rn
RE: MECH BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE TO ANY SPECIFIC MAJOR FUNCTION OF THE FACILITY.
RE: MECH NGLASS UNDER THE FLOW OF WATER. 1. EXIT DOORS, TOILET ROOM AND CHANGING ROOM DOOR TO
b HIG HARDWARE, BY PANIC BARS, PUSH-PULL ACTIVATING BARS, REVOLVING DOORS CAN NOT BE USED AS A REQUIRED
z_ z_ z 00 _ OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE ENTRANCE FOR THE HANDICAPPED. RECESSED DOORMATS ARE BE OPENABLE FROM INSIDE WITHOUT SPECIAL KNOWLEDGE, 0
* NO FIXTURE * ' Z z 30 x48 ao B. CONTROLS SHALL BE FRONT MOUNTED WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING REQUIRED TO BE ANCHORED TO PREVENT INTERFERENCE WITH FORCE OR NEED OF KEY. vOi
MAY OVERLAP CLEAR `� OR SIDE MOUNTED NEAR THE FRONT HARDWARE. LOCKED EXIT DOORS ARE REQUIRED TO OPERATE WHEELCHAIR TRAFFIC. 2. SEE SPECIFICATION SHEET FOR RESPONSIBILITIES.
CLEARANCE FLOOR EDGE. SPOUTS SHALL BE NO HIGHER AS DESCRIBED ABOVE IN THE DIRECTION OF EGRESS. DOOR WIDTHS AND HEIGHTS.
x �30" „ AREA THAN 36" MEASURED FROM THE FLOOR CLOSERS. REQUIRED EXIT DOORWAYS ARE 3• ALL HARDWARE TO BE LEVER TYPE.
60" - < _ MIN" IMUM' MINIMU OR GROUND SURFACES TO THE SPOUT THE MAXIMUM EFFORT TO OPERATE DOORS CANNOT REQUIRED TO HAVE A CLEAR OPENING NOT LESS THAN 32 ENTRANCE SIGNS.
OUTLET. EXCEED 8.5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS INCHES WIDE. FOR HINGED DOORS, THE OPENING IS ALL BUILDINGS ENTRANCES THAT ARE
MINIMUM i�l Z - iv Z FOR INTERIOR DOORS. REQUIRED FIRE DOORS MAY REQUIRED MEASURED WITH THE DOOR AT A 90 DEGREE ANGLE FROM ACCESSIBLE TO AND USABLE BY PHYSICALLY HANDICAPPED
z z UP TO 15 POUNDS PRESSURE. THE PRESSURE IS TO BE ITS CLOSED POSITION. AT LEAST ONE OF A PAIR OF DOORS, PERSONS SHALL BE IDENTIFIED WITH AT LEAST ONE n
g g C. WALL AND POST MOUNTED MEASURED AT RIGHT ANGLES TO HINGED DOORS AND AT THE INCLUDING AUTOMATIC DOORS, HAS TO PROVIDE THE 32 INCH STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, co
CANTILEVERED UNITS SHALL HAVE A CENTER PLANE OF SLIDING OR FOLDING DOORS. CLEAR OPENING. DOOR HEIGHTS ARE REQUIRED TO BE A AS REQUIRED TO BE VISIBLE TO PERSONS ALONG
LAVATORY DRINKING CLEAR KNEE SPACE BETWEEN THE -� z n E
URINAL COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MINIMUM OF 80 INCHES. APPROACHING PEDESTRIAN WAYS. lL 0 0
WATER CLOSET WATER CLOSET AMBULATORY CLEARANCE FOUNTAIN PLAN BOTTOM OF THE APRON AND THE MAY BE UTILIZED TO MEET THE REQUIREMENTS. IF A DOOR W co 0
CLEARANCE STALL CLEARANCE STALL CLEARANCE FLOOR OR GROUND AT LEAST 27" HIGH, HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER ;n � a
39"-41" 36" 30" WIDE, AND 17-19" DEEP. SUCH SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF U) 0 aa) N 0
•� 15" 15" UNITS SHALL HAVE A MINIMUM CLEAR 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO LL rn O n 0)
24 �> MOVE TO A POINT 3 INCHES (75 mm) FROM THE LATCH, j[ Z tL (V C
FLOOR SPACE 30 X 48 TO ALLOW A
�� .-. DRINKING MEASURED TO THE LEADING EDGE OF THE DOOR. Z •�
12" 42' 0 FOUNTAIN PERSON IN A WHEEL- CHAIR TO N Go 0
q PARTITION w%o < wo Q Q APPROACH THE UNIT FACING FORWARD. 2 to wT x :D �
VC x Q o ran x Q o o �' D. THE FOLLOWING KNEE CLEARANCE IS O J Q it N
CO CO _ "MIN Q Tt F W Q z � o� z U) 15' z - 0 REQUIRED UNDERNEATH THE FOUNTAIN: �� W Ir ■ .? �
- o > o > o MIN• M 0- 27" MIN. FROM THE FLOOR TO THE J V !10 3
x 0 m ~ 0° I- - ~ O UNDERSIDE OF THE FOUNTAIN WHICH LEVER 34" TO Y o M
►`D M 1� g 0 W O W o r` f- 44" A.F.F.
I EXTENDS 8 MIN. MEASURED FROM THE �1J a o
18" ? 15" `�I � 7 "Ld FRONT EDGE UNDERNEATH THE JCL 0
MIN. FOUNTAIN BACK TOWARDS, THE WALL; C °' Q rn
" LEVER OR U SHAPED W 0 N
LAVATORIES DRINKING FOUNTAIN IF A MIN. 9" OF TOE CLEARANCE IS HANDLE MOUNTED AT U .N 0 a r j
WATER CLOSETS ELEVATION PROVIDED, A MAX. OF 6 OF THE 48 34 TO 48 AFF Z (D E o o M
WATER CLOSET STALL URINALS
TOE CLEARANCE OF CLEAR FLOOR SPACE REQUIRED AT E 0 r, o
THE FIXTURE MAY EXTEND INTO THE CO v 0 uI r-
TOE SPACE. (10" MIN. BOTTOM � ` 0 o z In
TOILET ROOM FIXTURES HEIGHTS + CLEARANCES 9 RAIL J = a
2'-8" CLEAR
DOOR HARDWARE DETAIL
EQ. EQ. (:�)
01 SCALE: NTS
z �16" 719-91
LILJ
O X N X X 0 J
m-w QZ 0O
Ito< � O_ _ m -H - N -00 Z
x
t` Q LL _ Ln o _ _ - Q \ 0 _ _ -
JOf 00 cCD r�Li p T �O
O�"ON 0 �od O
�� M
TOILET SEAT SURFACE SANIIITACOAT SOAP NAPKIN BABY TOILET PULLS at SURFACE CHILD
MIRROR @DISPENSER
COVER O OWE ED PAPEROHOOK ODISPENSER OF DISPOSAL OG CHANGING OTISSUE OI OMOUNTED FIRE PROTECTION ACCESSIBILITY REQUIREMENTSTOILET PROJECT No. 11979-002
(WOMEN'S ONLY) STATION DISPENSER PARTITIONS EXTINGUISHER SEAT
DISPENSER A. ALL CONSTRUCTION SHALL BE COMPLETED IN STRICT ACCORDANCE WITH THE DRAWN BY EBG
2010 2010 2010 2010 2010 2010 ADA 2010 STANDARDS 305 2010 ADA STANDARDS 2010 STANDARDS 2010 STANDARDS 308 DESIGN GUIDELINES ESTABLISHED BY THE 2010 ADA STANDARDS FOR
STANDARDS STANDARDS STANDARDS STANDARDS STANDARDS STANDARDS OF & 308 OF ACCESSIBLE DESIGN, 404.2.7 & 604.8.2.2 ACCESSIBLE DESIGN (2010 STANDARDS) .
603.3 308 213.3.7, 603.4 308 ACCESSIBLE DESIGN, SEE SECTIONS 604.7 & COORDINATE W APPv'D BY
308 HEIGHT OF SHELF IN / B. UTILIZE EXTREME CARE TO ENSURE THAT ALL TOLERANCES, DIMENSIONS, AND RJG
& 308 SEE SECTIONS 604.7 DOWN POSITION 34" 609.3 PARTITION MFG CLEARANCES ARE CONSTRUCTED ACCURATELY. _
ACCESSORY MOUNTING DIAGRAMS & 609.3 MAX AFF ADA ACCESSIBILITY
C. TAKE ANY AND ALL ACTIONS NECESSARY TO CORRECT CONDITIONS WHICH ARE
7 SCALE: 1/4"=1'-0" IN THE OPINION OF THE STATE ACCESSIBILITY INSPECTOR IN VIOLATION OF NOTE: NOT ALL HANDICAP COMPONENTS MAY BE DIAGRAMS
GUIDELINES AS THE DIRECT & SOLE RESULT OF DEVIATIONS FROM THE USED IN THIS PROJECT. THIS SHEET IS SHEET NO.
CONSTRUCTION DOCUMENTS OR INADEQUATE CONSTRUCTION CONTROL &, OR, PROVIDED FOR GENERAL REFERENCE ONLY G 1.2
TOLERANCES.
ABBREVIATIONS
SYMBOLS
A
C
F
K
P
®
AT
C TO C
CENTER TO CENTER
FA
FIRE ALARM
K
KIP (THOUSAND POUNDS)
/
PER (BETWEEN WORDS)
UGND
&
AND
CANTIL
CANTILEVER
FB
FLAT BAR
KB
KFT
KNEE BRACE
THOUSAND FT POUNDS
P
PAR
PUMP
PARALLELK
UH
A
AMPERE, COMPRESSED AIR
CAP
CAPACITY
FC BR
FACE BRICK
KLF
KIPS PER LINEAR FOOT
PB
PUSH BUTTON
UL
A/C
AIR CONDITIONING
CB
CATCH BASIN
FD
FLOOR DRAIN
KO
KNOCK OUT
PBO
PROVIDED BY OTHERS
UN
AB
ANCHOR BOLT
CBORE
COUNTERBORE
FDC
FIRE DEPARTMENT
KPL
KICK PLATE
PC
PLUMBING CONTRACTOR
UNC
ABAN
ABANDON ( ) ED
CC
CUBIC CENTIMETER
CONNECTION
KSI
KIPS PER SQUARE INCH
PIECE
UNEX
ABT
ABOUT
CCTV
CLOSED CIRCUIT TELEVISION
FDMPR
FIRE DAMPER
KV
KILOVOLT
PCC
PRECAST CONCRETE
UNFIT
ABUT
ABUTMENT
CLSM
CONTROLLED LOW STRENGTH
FDN
FOUNDATION
KVA
KILOVOLT -AMPERE
PCF
POUNDS PER CUBIC FOOT
UNF
ABV
ABOVE
CEM
MATERIAL
CEMENT
FE
FEC
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
KW
KILOVAR
PEC
PHOTO ELECTRIC CELL
UNIV
UNO
AC
ALTERNATING CURRENT
CER
CERAMIC
FF EL
FINISHED FLOOR ELEVATION
KW
KILOWATT
PERF
PERFORATED
UR
ACC
ACI
ACCESSIBLE
AMERICAN CONCRETE INSTITUTE
CERTS
CERTIFICATES
FGL
FIBERGLASS
PERP
PI
PERPENDICULAR
PHASE
ACM
ALUMINUM COMPOSITE MATERIAL
CFM
CUBIC FOOT (FEET) PER
FIN
FINISHED
L
PIBO
PROVIDED AND INSTALLED
ACS
ACCESS
MINUTE
FIN FLR
FINISHED FLOOR
—
BY OTHERS
ACT
ACOUSTICAL CEILING TILE
CFS
CUBIC FOOT FEET PER
( )
FL
FLOOR LINE
L
LEFT
PL
PLATE, PROPERTY LINE
ADDL
ADDITIONAL
SECOND
FLA
FULL LOAD AMPS
LAD
LADDER
PLAM
PLASTIC LAMINATE
V
ADDM
ADDENDUM
CG
CENTER OF GRAVITY
FLG
FLANGE, FLOORING
LAM
LAMINATE
PLF
POUNDS PER LINEAR FOOT
VAR
ADH
ADHESIVE
CHFR
CHAMFER
FLJ
FLOOR JOIST
LAV
LAVATORY
PL GL
PLATE GLASS
ADJ
ADJACENT, ADJUSTABLE
CHKD
CHECKED, CHECKERED
FLR
FLOOR
LBS
POUNDS
P
PLYWOOD
VAV
AFF
ABOVE FINISHED FLOOR
CLG HT
CEILING HEIGHT
FLR PL
FLOOR PLATE
LF
LINEAR FEET
PMF
PRE -MOLDED FILLER,
VB
AFG
ABOVE FINISHED GRADE
CI
CAST IRON
FOC
FACE OF CONCRETE
LG
LENGTH
PROBABLE MAXIMUM FLOOD
AGGR
AGGREGATE
CIP
CAST -IN -PLACE, CAST IRON
FOF
FACE OF FINISH
LH
LEFT HAND
PNL
PANEL
AHD
AHEAD
PIPE
FOM
FACE OF MASONRY
LL
LIVE LOAD
PR
PAIR
VCB
AHU
AIR HANDLING UNIT
CJ
CONSTRUCTION JOINT
FOS
FACE OF STUDS
LLBB
LONG LEG BACK TO BACK
PREFIN
PSHED
AISC
AMERICAN INSTITUTE OF STEEL
CL
CENTER LINE
FPM
FOOT (FEET) PER MINUTE
LLH
LONG LEG HORIZONTAL
PSI
POOUNDUND S PER SQUARE FOOT
VCT
CONSTRUCTION
CLG
CEILING
FPS
FOOT (FEET) PER SECOND
LLV
LONG LEG VERTICAL
PSI
POUNDS PER SQUARE INCH
VEL
VEST
ALT
ALTERNATE
CLJ
CONTROL JOINT
FR
FRAME
LONG
LONGITUDE, LONGITUDINAL
PSIA
POUNDS PER SQUARE INCH
VEST
ALUM
ALUMINUM
CLO
CLOSET
FRP
FIBER REINFORCED PLASTIC
LPCR
LOW PRESSURE CONDENSATE RETURN
ABSOLUTE
AMER
STD
AMERICAN STANDARD
CLR
CLEAR, CLEARANCE
FS
FAR SIDE, FEDERAL
LIPS
LOW PRESSURE STEAM
PSIG
POUNDS PER SQUARE INCH
VIF
ANC
ANCHOR, ANCHORAGE
CLWG
CLEAR WIRE GLASS
SPECIFICATION
LPT
LOW POINT
GAGE
VIN
ANOD
ANODIZED
CM
CENTIMETER
FT
FOOT FEET )
LS
LUMP SUM
PT
PAINT, PRESSURE TREATED
VSD
VTR
APPD
APPROVED
CMP
CORRUGATED METAL PIPE
FTG
FOOTING
LVL
LAMINATED VENEER LUMBER, LEVEL
PTD
PAINTED
APPROX
APPROXIMATE
CMU
CONCRETE MASONRY UNIT
FVNR
FULL VOLTAGE
LVR
LOUVER
PTN
PARTITION
APPV
APPROVE
CO
CLEAR OPENING
NON -REVERSING
LWC
LIGHTWEIGHT CONCRETE
PTW
PRESSURE TREATED WOOD
ARCH
ARCHITECT, ARCHITECTURAL
COL
COLUMN
FVR
FULL VOLTAGE REVERSING
LWIC
LIGHTWEIGHT INSULATING CONCRETE
PVC
POINT OF VERTICAL
ARR
ARRANGEMENT
CONC
CONCRETE
CURVE, POLYVINYL CHLORIDE
W
ASAP
AS SOON AS POSSIBLE
CONF
CONFERENCE
ASSY
ASSEMBLY
CONN
CONNECTION, CONNECTOR
W/
ASTM
AMERICAN SOCIETY OF TESTING
CONSTR
CONSTRUCTION
G
M
O
W/0
AND MATERIALS
CONT
CONTINUE, CONTINUATION,
WB
AUTO
AUTOMATIC
CONTINUOUS
G
GIRDER, GROUND, GROUND
MA
MAINTENANCE
QA
QUALITY ASSURANCE
WBL
AUX
AUXILIARY
COORD
COORDINATE
WIRE, NATURAL GAS
MAS
MASONRY
QC
QUALITY CONTROL
WC
AVG
AVERAGE
CORP
CORPORATE, CORPORATION
GA
GAUGE OR GAGE
MATL
MATERIAL
QT
QUARRY TILE, QUART
WD
AWG
AMERICAN WIRE GAGE
CORR
CORRIDOR, CORRUGATED
GAB
GRADED AGGREGATE BASE
MAX
MAXIMUM
QTY
QUANTITY
WF
AWS
AMERICAN WELDING SOCIETY
CPT
CARPET
WG
AZ
AZIMUTH
CRS
COLD ROLLED STEEL
GALV
GALVANIZED
MBTUH
THOUSAND BRITISH THERMAL
WH
CS
CARBON STEEL
GB
GRAB BAR
UNITS PER HOUR
WHM
CSK
COUNTERSINK
GC
GENERAL CONTRACTOR
MC
MECHANICAL CONTRACTOR
R
WL
B
CSMT
CASEMENT
GF
GROUND FACE
MOMENT CONNECTION
R
RADIUS, RISER
WO
CTB
CERAMIC TILE BASE
GFCI GFI
/
GROUND FAULT CIRCUIT
MCB
MAIN CIRCUIT BREAKER
B/B
BACK TO BACK
CTF
CERAMIC TILE FLOOR
INTERRUPTION
MCC
MOTOR CONTROL CENTER
RA
RC
RETURN AIR
REINFORCED CONCRETE
WP
BC
BOLT CIRCLE
CTJ
CONTRACTION JOINT
GL
GIRT LINE, GLASS,
MECH
MECHANICAL
RD
ROOF DRAIN
WSCT
BD
BOARD
CTR
CENTER
GROUND LEVEL
MED
MEDIUM
RE:
REFER TO
WU
BFILL
BACK FILL
CTW
CERAMIC TILE WAINSCOT
GOD
GROUND
MEMB
MEMBRANE
RECPT
RECEPTACLE
WWR
BITUM
BITUMINOUS
CTWALK
CATWALK
GOVT
GPH
GOVERNMENT
GALLONS PER HOUR
MEZZ
MFD
MEZZANINE
MANUFACTURED
REINF
REINFORCING
BK
BACK
CU
CU IN
COPPER
CUBIC INCH
GPM
GALLONS PER MINUTE
MFR
MANUFACTURER
REM
REMOVABLE
BL
BASE LINE, BUILDING LINE
CU FT
CUBIC FEET
GPS
GALLONS PER SECOND
MH
MANHOLE
REQD
REQUIRED
BLDG
BLK
BUILDING
BLOCK
CU M
CUBIC METER
GR
GRADE
MI
MALLEABLE IRON MILE
REV
RFG
REVISION
ROOFING
X
BLKG
BLOCKING
CU MM
CUBIC MILLIMETER
GR BM
GRADE BEAM
MIL
ONE THOUSANDTH INCH
RH
RIGHT HAND
A
BM
BEAM, BENCH MARK
CUB
CUBICLE
GRTG
GRATING
MIN
MINIMUM
RM
ROOM
XMFR
BOC
BOTTOM OF CURB
CU YD
CUBIC YARD
GT
GIRDER TRUSS, GROUT
MISC
MISCELLANEOUS
RO
ROUGH OPENING
XS
BOD
BOTTOM OF DUCT
CYL
CYLINDER
GWB
GYPSUM WALLBOARD
MLDG
MOLDING, MOULDING
RPM
REVOLUTIONS PER MINUTE
XXS
BOF
BOTTOM OF FOOTING
GWR
GLYCOL WATER RETURN
MLO
MAIN LUGS ONLY
RT
RIGHT
GWS
GLYCOL WATER SUPPLY
MM
MILLIMETER
BOP
BOS
BOTTOM OF PIPE
BOTTOM OF STEEL
D
MO
MASONRY OPENING
RTU
RWC
ROOFTOP UNIT
RAINWATER CONDUCTOR
MR
MOISTURE RESISTANT
BOT
BOTTOM
MTD
MOUNTED
BOW
BP
BOTTOM OF WALL
BASE PLATE
DEEP,DEPTH, PENNY(NAIL)
H
MTL
METAL
YD
BRCG
BRACING
DB
D B
MV
MERCURY VAPOR
BRG
BEARING
DBL
DOUBLE
H
HIGH
N
BRG PL
BEARING PLATE
DC
DDC
DIRECT CURRENT
DIRECT DIGITAL CONTROL
HC
HOLLOW CORE
S
SOUTH
BRK
BRICK
DEG
DEGREE
HCA
HEADED CONCRETE ANCHOR
N
NORTH
(S)
SLOPES ZD
BRKT
BS
BRACKET
BOTH SIDES
DEMO
DEMOLISH. DEMOLITION
HDR
HEADER
NA
NOT APPLICABLE
SC
SOLID CORE
BSMT
BASEMENT
DET
DETAIL
HDW
HARDWARE
NAAMM NATIONAL ASSOCIATION OF
SCHED
SCHEDULE
BTU
BRITISH THERMAL UNIT
DF
DRINKING FOUNTAIN
H
HEEXX
HARDWOOD
HEXAGONAL
NATL
ARCHITECTURAL METAL MFR.
NATIONAL
SECT
SECTION
BTUH
BRITISH THERMAL UNIT PER
DFT
DRY FILM THICKNESS
HEX HD
HEXAGONAL HEAD
NC
NORMALLY CLOSED
SENS
SENSIBLE
HOUR
DH
DOUBLE HUNG
FIG
HOT GAS, HEAT GAIN,
NEC
NATIONAL ELECTRICAL
SHN
SHOWN
BTWN
BETWEEN
DIA
DIAMETER
MERCURY
CODE, NECESSARY
SHT
SHEET
BVL
BEVELED
DIAG
DIAGONAL, DIAGRAM
HGR
HANGER
NEMA
NATIONAL ELECTRICAL
SHT MTL SHEET METAL
BW
BOTH WAYS
DIFF
DIFFERENCE
HK
HOOK
MANUFACTURERS ASSOCIATION
SHTHG
SHEATHING
DIM
DIMENSION
HM
HOLLOW METAL
NESC
NATIONAL ELEC SAFETY CODE
SIM
SIMILAR
DL
DEAD LOAD
HORIZ
HORIZONTAL
NF
NEAR FACE
SJI
STEEL JOIST INSTITUTE
DMPR
DAMPER
HP
HORSE POWER
NIC
NOT IN CONTRACT
SLBB
SHORT LEG BACK TO
DN
D
DOWN
DOMESTIC
HPS
HIGH PRESSURE SODIUM
NO
NUMBER
BACK
DP
DEW POINT
HPT
HIGH POINT
NOM
NOMINAL
SPEC
SPECIFICATION)
DR
DOOR
HS
HIGH STRENGTH
NPT
NATIONAL TAPER PIPE (THREAD)
SPF
SPRUCE -PINE -FIR
DS
DISCONNECT SWITCH,
HSB
HIGH STRENGTH BOLT
NS
NEAR SIDE
SQ
SQUARE
DOWNSPOUT
HSS
HOLLOW STRUCTURAL SHAPE
NTS
NOT TO SCALE
SQ FT
SQUARE FOOT
DWG
DRAWING
HT
HVAC
HEIGHT
HEATING, VENTILATION AND
O
SQ IN
SQUARE INCH
AIR CONDITIONING
SQ MI
SQUARE MILE
HVY
HEAVY
OA
OUTSIDE AIR
SS
SANITARY SEWER
E
HW
HOT WATER
OC
ON CENTER
SST
STAINLESS STEEL
HWR
HOT WATER RETURN
OD
OUTSIDE DIAMETER
STD
STL
STANDARD
STEEL
E
EAST
HWS
HOT WATER SUPPLY
OF
OUTSIDE FACE
STIF
STIFFENER
EA
EACH
HWY
HIGHWAY
OFM
OUTSIDE FACE OF MASONRY
STIR
STIRRUP
EAT
ENTERING AIR TEMPERATURE
HZ
HERTZ
OPH
OPPOSITE HAND
STOR
STORAGE
EC
ELECTRICAL CONTRACTOR
OPNG
OPENING
STRUCT
STRUCTURAL
EER
ENERGY EFFICIENCY RATIO
OPP
OPPOSITE
SQ YD
SQUARE YARD
EF
EACH FACE
OR
OUTSIDE RADIUS
SYMM
SYMMETRICAL
EFF
EFFICIENCY
OSB
ORIENTED STRAND BOARD
EJ
EXPANSION JOINT
IBC
INTERNATIONAL BUILDING
OSHA
OCCUPATIONAL SAFETY AND
EL
EACH LAYER, ELEVATION
CODE
HEALTH ADMINISTRATION
T
ELEC
ELECTRIC/ELECTRICAL
IBO
INSTALLED BY OTHERS
OVHD
OVERHEAD
—
ELEV
ELEVATOR
ID
INSIDE DIAMETER
OWJ
OPEN -WEB JOIST
EMB
EMBANKMENT
IE
THAT IS
OZ
OUNCE
T
TREAD
EMBED
EMBEDMENT
IF
INSIDE FACE
T&B
TOP AND BOTTOM
EMER
EMERGENCY
IJ
ISOLATION JOINT
T&G
TONGUE AND GROOVE
EMT
ELECTRICAL METALLIC TUBING
IN
INC
INCH
INCORPORATED, INCREASE
TB
TC
TOWEL BAR
TERRA COTTA, TOP CHORD
ENCL
ENCLOSURE
INCL
INCLUDE
TEMP
TEMPORARY
EOD
EDGE OF DECK
INFO
INFORMATION
THD
THREAD
EOS
EQ
EDGE OF SLAB
EQUAL
INSUL
INSULATE INSULATION
THK
THICKNESS
EQL SP
EQUALLY SPACED
INTMD
INTERMEDIATE
THRES
THRESHOLD
EQUIP
EQUIPMENT
INT
INTERIOR
THRU
THROUGH
ERV
ENERGY RECOVERY
IPS
IRON PIPE SIZE
TO
TOC
TOP OF
TOP OF CONCRETE
VENTILATOR
IR
INSIDE RADIUS
TOF
TOP OF FOOTING
ES
EACH SIDE, EDGE OF
TOG
TOP OF GRATING
SHOULDER, ELECTROSTATIC
TOG
TOP OF JOIST
ESP
EXTERNAL STATIC PRESSURE
J
TOS
TOP OF STEEL
EVAP
EVAPORATOR
—
TRS
TRUSS
EW
EWC
EACH WAY
ELECTRIC WATER COOLER
J-BOX
JUNCTION BOX
TRTD
TREATED
EXC
EXCAVATE
JAN CLO JANITOR'S CLOSET
TS
TUBE STEEL
EXP
EXPANSION
JST
JOIST
TOD
TOP OF DUCT
EX
EXISTING
JT
JOINT
TOW
TOP OF WALL
TV
TELEVISION
EXT
EXTERNAL, EXTERIOR
TYP
TYPICAL
EXT GR
EXTERIOR GRADE
U
UNDERGROUND
UNIT HEATER
UNDERWRITER'S LABORATORIES
UNLESS NOTED
UNIFIED COARSE THREAD
UNEXCAVATED
UNFINISHED
UNIFIED FINE THREAD
UNIVERSAL
UNLESS NOTED OTHERWISE
URINAL
VENT, VOLT, VOLTAGE
VARIABLE, VARIATION,
VARIES
VARIABLE AIR VOLUME BOX
VACUUM BREAKER, VINYL
BASE
VACUUM CIRCUIT BREAKER,
VINYL COVER BASE
VINYL COMPOSITION TILE
VELOCITY
VERTICAL
VESTIBULE
VERIFY IN FIELD
VINYL
VARIABLE SPEED DRIVE
VENT THRU ROOF
W
WASTE, WATT, WEST, WIDE
WITH
WITHOUT
WET BULB, WOOD BASE
WOOD BLOCKING
WATER CLOSET
WOOD
WIDE FLANGE
WATER GAUGE, WIRE GUARD
WATER HEATER
WATT HOUR METER
WIND LOAD
WALL OPENING,
WHERE OCCURS, WORK ORDER
WORK POINT
WAINSCOT
WINDOW UNIT
WELDED WIRE REINFORCING
X
BY (BETWEEN DIMENSIONS)
CROSS BRACING
TRANSFORMER
EXTRA STRING
DOUBLE EXTRA STRONG
Y
YARD
Z
ZONE DAMPER
DRAWING NUMBER
_J(0
Ao.0
SHEET NUMBER
0
A0.0
I I
I A
1 A0.0 N-0)
A0
0 0 0 FIRST FLOOR
A0.0 D .0 B 100.00
DETAIL BUILDING SECTION EXTERIOR INTERIOR FLOOR
MARKER SECTION MARKER ELEVATION ELEVATION ELEVATION
MARKER MARKER MARKER TAG
"4 CORRIDOR
001 Di 1 O (A� ❑1 01 1 000
DOOR WINDOW WALL COLUMN EXISTING KEY DEMO REVISION ROOM NAME
TAG TAG TYPE TAG GRID TAG COLUMN NOTE KEY NOTE AND NUMBER
GRID TAG NOTE
OMENOMME
IIIIIIIIIIII
ACOUSTIC�FINISH
WOOD
ASPHALT
ROOFING
INSULATION
GRANULAR
(LOOSE OR BATT)
SUBBASE
PLYWOOD
CONCRETEBRICK
......
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•
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CONCRETE
• •
EARTH OR
STEEL
CONCRETEBACKFILL
WALL LEGEND
EXISTING TO REMAIN OR NEW LOW WALL
ASSEMBLY
NEW STUD WALL ASSEMBLY
111111111111
WALL / SOFFIT ABOVE
FIRE RATINGS
� ■ � 1-HOUR FIRE RATED ASSEMBLY
■ ■ 2-HOUR FIRE RATED ASSEMBLY
ll� ■ ■ ■ 3-HOUR FIRE RATED ASSEMBLY
m ■ ■ ■ ■ m 4-HOUR FIRE RATED ASSEMBLY
NOTE: NOT ALL ABBREVIATIONS AND SYMBOLS MAY
BE USED IN THIS PROJECT. THIS SHEET IS
PROVIDED FOR GENERAL REFERENCE ONLY
OF Flo
4
It is a violation of the law for
any person, unless acting under
the direction of a licensed
Architect, Engineer or Land
Surveyor, to alter an item in
any way. Plans, maps,
specifications, studies, and
reports not containing a red ink
seal imprint on the cover sheet
accompanied by an original
signature by the licensed
professional may have been
fraudulently altered and shall
not be considered an original
copy. Copyright Protected 2018,
Larson Design Group.
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11
PROJECT NO. 11979-002
DRAWN BY EBG
APPV'D BY RJG
SYMBOLS &
ABBREVIATIONS
SHEET NO.
G2.0
GENERAL NOTES
DIVISION I GENERAL REOUIREMENTS/GENERAL CONDITIONS (CONT.)
DIVISION V METALS
DIVISION VIII DOORS + WINDOWS (CONT.)
DIVISION IX FINISHES (CONT.)
1. VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS. BRING ANY DEVIATIONS TO THE
I. GUARANTEE:
A. METAL STUDS
B. ACCESS DOORS:
F. VINYL COMPOSITION TILE:
ATTENTION OF THE TENANT'S PROJECT MANAGER.
1. A WRITTEN GUARANTEE SHALL BE PROVIDED ON ALL LABOR AND MATERIALS FOR A
1. 20 GA. MINIMUM AT NON -SALES WALLS, AT STOREFRONT OR WALLS WITH DECKS ABOVE.
1. PROVIDE FLUSH TYPE METAL DOORS MIN 16" X 20", OR AS SPECIFIED ON THE
1. REFER TO RESPONSIBILITY SCHEDULE AND FINISH SCHEDULE
PERIOD OF NO LESS THAN ONE YEAR FROM THE DATE OF THE SUBSTANTIAL COMPLETION
2. 25 GA. MINIMUM, AT 16" O.C. MAXIMUM, AT TYPICAL PARTITIONS UNLESS OTHERWISE
DRAWINGS, MANUFACTURED FORM # 16 GA. STEEL, COMPLETE WITH FLUSH FLANGE TYPE
2. ALL EDGE CONDITIONS AT TRANSITIONS TO BE FLOATED UP FOR SMOOTH EVEN
2. ALL DIMENSIONS SHOWN SHALL BE CONSIDERED APPROXIMATE. CONTRACTOR SHALL FIELD
OF THE PROJECT.
NOTED.
FRAMES MANUFACTURED FROM # 16 GA. STEEL, WITH ANCHORS.
TRANSITION.
VERIFY ALL DIMENSIONS PRIOR TO COMMENCING THE WORK. FAILURE TO DO SO SHALL PLACE
2. THE TENANT'S REPRESENTATIVES SIGNATURE AND DATE OF ACCEPTANCE IS REQUIRED
3. CONTRACTOR SHALL PROVIDE ALL FASTENERS, SCREWS, BOLTS, CLIPS, ANCHORS,
2. INSTALL ACCESS DOORS WHERE NECESSARY TO PROVIDE ACCESS TO CONCEALED
3. ALL SUBFLOORS TO BE MOISTURE TESTED AND RESULTS COMPARED TO
FULL RESPONSIBILITY FOR ANY ERRORS UPON THE CONTRACTOR.
IN ORDER TO ACTIVATE THIS GUARANTEE. THIS GUARANTEE SHALL COVER ALL OF THE
ANGLES, BRIDGES, BRACKETS, SLEEVES, ETC. AS REQUIRED.
VALVES, AND OTHER EQUIPMENT REQUIRING SERVICE OR INSPECTION AND AS APPROVED BY
MANUFACTURERS RECOMMENDED INSTALLATION GUIDELINES. ANY PROBLEMS DUE TO
GENERAL AND SUBCONTRACTOR'S WORK. ALL DEFECTS DISCOVERED DURING THIS
THE TENANT'S PROJECT MANAGER.
MOISTURE TESTING TO BE REPORTED TO TENANT'S REPRESENTATIVE IMMEDIATELY.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, AND/OR
GUARANTEE PERIOD SHALL BE REPAIRED TO THE OWNER AND/OR TENANT'S SATISFACTION
B. METAL STANDARDS
3. ACCESS DOORS SHALL BE SUITABLE FOR INSTALLATION IN THE SPECIFIED WALL AND
4. 1/8" X 12" X 12" VINYL RESILIENT TILES WITH 4" HIGH X 1/8" THICK, TOP -SET,
EASEMENTS, EXISTING UTILITIES, AND ANY UNDERGROUND OR SURFACE STRUCTURE OR
AT CONTRACTOR'S EXPENSE AT NO COST TO THE OWNER AND/OR TENANT.
1. FURNISH AND INSTALL PER PLANS AND MANUFACTURER'S RECOMMENDATIONS.
CEILING MATERIALS.
STRAIGHT VINYL BASE (PRE FORMED CORNERS ARE REQUIRED). SEE FINISH SCHEDULE.
CONDITIONS PRIOR TO COMMENCING THE WORK.
4. ACCESS DOORS LOCATED IN FIRE -RATED WALLS, FLOORS, CEILING -FLOOR OR
5. FILL ALL CRACKS, JOINTS, ETC., IN SUB -FLOOR WITH CRACK FILLER APPROVED BY
J. SUPERVISION:
C. STRUCTURAL STEEL, AND/OR HEAVY GAUGE METAL FRAMING
CEILING -ROOF ASSEMBLIES SHALL BE UL FIRE RATED LISTED AND LABELED.
FLOORING MANUFACTURER,
4. UPON COMPLETION OF THE WORK, PROVIDE A WALL FRAME WITH CLEAR PLEXI FACE OVER
1. PROVIDE A FULL TIME, QUALIFIED SUPERVISOR ON THE JOB SITE. ANY WORK
1. INSTALL FRAMING, CONNECTION PLATES, SCREWS, BOLTS, ETC. AS SHOWN IN PLANS AND
5. FINISH TO MATCH ADJACENT SURFACES.
6. INSTALL ALL MATERIALS WITH WEATHERPROOF TYPE ADHESIVES AS RECOMMENDED BY
THE MANAGER'S DESK CONTAINING THE CERTIFICATE OF OCCUPANCY.
REQUIRED TO BE COMPLETED DURING NON -BUSINESS HOURS SHALL BE INCLUDED IN THE
DETAILS.
6. PROVIDE KEYED LOCK AT ALL PANELS IN COMMON AREAS.
FLOORING MANUFACTURER FOR MATERIALS AND SURFACE INVOLVED.
5. SECURE AND PAY FOR ALL PERMITS AND LICENSES NECESSARY FOR THE EXECUTION OF
BID.
2. PROVIDE A JOB SITE TELEPHONE AND FAX MACHINE DURING THE CONSTRUCTION
D. PROTECTIVE CORNER GUARDS
1. PROVIDE AND INSTALL METAL CORNER GUARDS 2"x2"x42" AT ALL OUTSIDE CORNERS OR
( )
C. STOREFRONT:
1. FURNISH ALL NECESSARY MATERIALS, LABOR AND EQUIPMENT FOR THE COMPLETE
G. FIBERGLASS REINFORCED PANELS 1/8-:
/
THE WORK.
PERIOD. NOTIFY TENANT'S REPRESENTATIVE IMMEDIATELY OF TELEPHONE AND FAX
AS SPECIFIED IN THE PLANS; SPACKLE AND SAND SMOOTH.
INSTALLATION OF FRAMING AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN.
1. REFER TO RESPONSIBILITY SCHEDULE AND FINISH SCHEDULE.
2. PROVIDE AND INSTALL FIBERGLASS REINFORCED PANELS ON SURFACES AS SHOWN ON
6. SEE RESPONSIBILITY SCHEDULE TO CLARIFY RESPONSIBILITIES FOR SPECIFIED WORK.
NUMBERS.
3. COORDINATE AND SCHEDULE ALL NON -BUSINESS HOUR WORK WITH BUILDING
E. REVEALS
2. ALL GLASS FRAMING SHALL BE SET IN CORRECT LOCATIONS AS SHOWN IN THE
DETAILS AND SHALL BE LEVEL, SQUARE, PLUMB, AND IN ALIGNMENT WITH OTHER WORK
PLANS.
MANAGER.
1. INSTALL METAL REVEALS; SIZE AND LENGTH AS INDICATED ON PLANS. PROVIDE
IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND APPROVED
3. INSTALL PER MANUFACTURER'S INSTRUCTIONS.
SPECIFICATIONS
BLOCKING OR BACKING AS REQUIRED TO SECURE IN PLACE.
SHOP DRAWINGS.
H. WALK -OFF MAT: T.B.D. (ROLL -UP TYPE)
K. UTILITIES:
1. PROVIDE ALL TEMPORARY UTILITIES (INCLUDING, BUT NOT LIMITED TO, WATER,
2. PAINT OR FINISH PER PLANS.
3. PROTECT STOREFRONT FROM DAMAGE BEFORE, DURING, AND AFTER INSTALLATION.
DMSION I GENERAL REOUIREMENTS/GRCONDITIONS ENEAL
SEWERAGE, ELECTRICAL POWER, FUEL AND TELEPHONES) AND THE COSTS ASSOCIATED
WITH THESE. PROVIDE TENANT'S REPRESENTATIVE WITH ALL UTILITY COMPANY NAMES,
F. EXPANSION JOINTS
1. INSTALL PER PLANS AND MANUFACTURER'S RECOMMENDATIONS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR A COMPLETE AND OPERATIONAL TENANT SPACE
DIVISION IX FINISHES
INCLUDING, BUT NOT LIMITED TO ALL FINISHES, MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE
NUMBERS, CONTACTS AND ACCOUNT NUMBERS (TENANT WILL TRANSFER ACCOUNTS TO
2. USG 093 FOR CEILINGS AND WALLS, AS MAY BE INDICATED IN THE DRAWINGS.
PROTECTION.
THEIR NAME AT TURNOVER).AL
3. 100 OR 200 SERIES AS REQUIRED FOR APPLICATION (OPTIONAL 1" DEPTH) WITH
DIVISION X SPECIALTIES
A. GYPSUM DRYWALL
A. LAVATORY FIXTURES:
ELASTOMERIC FILLER TO MATCH FINISH AS MANUFACTURED BY CONSPEC SYSTEMS INC.,
A. COORDINATION:
L. TRASH REMOVAL:
877-CONSPEC.
1. INSTALL ALL GYPSUM DRYWALL SYSTEMS COMPLETE WITH PARTITION FRAMING, CEILING
1. REFER TO MECHANICAL DRAWINGS.
1. OBTAIN A COPY OF THE TENANT CONTRACTOR GUIDELINES HANDBOOK AND COMPLY WITH
1. PROVIDE FOR DAILY REMOVAL OF ALL TRASH, RUBBISH AND SURPLUS MATERIALS
SUSPENSION SYSTEMS, AND RELATED ACCESSORIES, PARTS, MATERIALS, ETC. AS SHOWN ON
THE REQUIREMENTS. NOTE IN PARTICULAR THE INSURANCE REQUIREMENTS, UTILITY LOCATIONS,
RESULTING FROM CONSTRUCTION, FIXTURING, AND MERCHANDISING OF THE DEMISED
G. SUSPENSION SYSTEM
DRAWINGS AND AS SPECIFIED. INSTALL ALL MATERIALS PER MANUFACTURER'S
B. LAVATORY ACCESSORIES:
CONSTRUCTION PROCEDURES, TEMPORARY BARRICADE WALLS, CONSTRUCTION MATERIAL
PREMISES.
1. PROVIDE AND INSTALL UNISTRUT SPACE FRAME GRID SYSTEM PER MANUFACTURERS
SPECIFICATIONS AND RECOMMENDATIONS.
1. REFER TO ARCHITECTURAL DRAWINGS.
STORAGE, HAUL OFF AND PERMIT INFORMATION.
SPECIFICATIONS AS REQUIRED FOR LIGHTING, CEILING ACCESSORIES OR MECHANICAL
2. GYPSUM DRYWALL: U.S. GYPSUM 5/8" THICK FIRE CODE SHEETROCK (TYPE "X") PANELS
2. INSTALL IN -WALL BLOCKING AS REQUIRED TO PROVIDE ADEQUATE SUPPORT.
2. COORDINATE WORK WITH WORK OF OTHER TRADES, THE LANDLORD'S FORCES, OTHER
M. CLEAN UP AT TURNOVER:
SYSTEMS SUSPENSION.
OF STANDARD QUALITY OR EQUAL.
3. INSTALL ACCESSORIES OVER FINISHED WALL SURFACE.
TENANT CONTRACTORS, AND TENANT STORE OPERATIONS IN ORDER TO AVOID CONFLICTS AND
1. PROVIDE A PROFESSIONAL CLEANING SERVICE FOR ALL AREAS OF THE STORE AT THE
2. SUPPORT FROM STRUCTURE WITH THREADED RODS AND NUTS AS REQUIRED OR DETAILED.
3. FASTENERS: DRYWALL SCREWS OF PROPER SIZE AND TYPE.
EXPEDITE THE COMPLETION OF THE PROJECT.
COMPLETION OF THE PROJECT AND BEFORE TURNING THE PROJECT OVER TO THE
3. CONTACT UNISTRUT CORPORATION 800-468-9510.
4. ACCESSORIES AND TRIM: U.S. GYPSUM BOARD OR GOLD BOND SYSTEM OF COMPONENTS
C. SIGNS/SIGNAGE:
3. FURNISH LABOR, MATERIALS, EQUIPMENT AND APPLIANCES NECESSARY TO COMPLETE THE
TENANT. WORK TO INCLUDE, BUT NOT BE LIMITED TO ALL CEILING SURFACES, FLOOR
AND PERFORATED TAPE. ALL METAL TRIM SHALL BE PERFORATED FLANGE TYPE FOR
1. REFER TO ELECTRICAL PLANS.
INSTALLATION OF ALL ITEMS FURNISHED BY OTHERS.
AND WALL SURFACES, BOTH INTERIOR AND EXTERIOR. THE STORE IS TO BE CLEAN AND
COMPOUND FINISH.
2. ALL TEMPORARY SIGNS AND BANNERS ARE PROVIDED BY OTHERS. INSTALL ALL
B. PROTECTION:
READY FOR MERCHANDISING.
2. STOREFRONT IS TO BE CLEAN OF ALL DUST, GLUE, GROUT, AND MISAPPLIED PAINT.
5. PROVIDE A LEVEL 4 FINISH PRIOR TO THE APPLICATION OF THE FINAL FINISHES. REFER
TEMPORARY SIGNS AND BANNERS PER OWNER'S DIRECTION.
DIVISION VI WOOD +PLASTICS
TO THE GYPSUM ASSOCIATION GUIDELINES FOR A DESCRIPTION OF THE DESIRED LEVEL.
3. STOREFRONT SIGN PROVIDED BY OTHERS.
1. ERECT A TEMPORARY BARRICADE AT THE STOREFRONT ONLY IF REQUIRED BY THE
3. HVAC FILTERS TO BE CHANGED FOLLOWING THE CLEANING.
4. COORDINATE INSTALLATION WITH TENANT'S VENDOR.
GUIDELINES..
A. CARPENTRY & BLOCKING:
B. CEILING SYSTEMS
2. PROTECT THE PROPERTY OF ADJACENT TENANTS, COMMON AREAS, AND NEUTRAL PIERS AT
N. INSURANCE:
1. BEFORE USING WOOD FRAMING OR BLOCKING OF ANY TYPE, CONFIRM CODE
1. FURNISH AND INSTALL CEILING SYSTEMS COMPLETE WITH SUSPENSION SYSTEM AND
ALL TIMES. ANY DAMAGE THAT OCCURS AS A RESULT OF DEMOLITION
1. SECURE, PAY FOR AND MAINTAIN, DURING CONSTRUCTION, ALL OF THE INSURANCE
RESTRICTIONS. IF USE OF WOOD IS PERMITTED BY REQUIREMENTS, ADHERE TO THE
RELATED ACCESSORIES AS INDICATED ON DRAWINGS.DIVISION
DIVISION A EOUIPMENT
(OR CONSTRUCTION) IS TO BE REPAIRED TO LIKE NEW CONDITION.
POLICIES REQUIRED. WORK SHALL NOT COMMENCE UNTIL ALL REQUIRED INSURANCE HAS
FOLLOWING GUIDELINES:
USE NEW LUMBER BEARING GRADE AND TRADEMARK OF ASSOCIATION UNDER WHICH IT
2. ALL LIGHT GAUGE METAL FRAMING AND CEILING SUSPENSION COMPONENTS FOR SOFFITS,
A. RECEIVE AND INSTALL PER MANUFACTURER'S INSTRUCTION ALL EQUIPMENT AND FIXTURES.
BEEN OBTAINED AND CERTIFICATES OF SUCH INSURANCE HAVE BEEN DELIVERED.
a.
GYPSUM BOARD AND LAY -IN CEILINGS SHALL BE ANCHORED TO THE STRUCTURAL JOISTS
C. CONTRACT CONSIDERATIONS:
LANDLORD MUST BE NAMED AS "ADDITIONAL INSURED". CERTIFICATE OF INSURANCE
WAS PRODUCED.
AND BEAMS ONLY. PROVIDE AND INSTALL ANY ADDITIONAL FRAMING REQUIRED.
B. AUDIO SYSTEM
1. SCHEDULE OF VALUES
SHALL COVER WORK PERFORMED BY CONTRACTOR, EACH SUBCONTRACTOR AND ALL
b. LAYOUT, CUT, FIT AND ERECT FRAMING FOR ROUGH AND FINISHED WORK. INSTALL
3. SUSPENSION SYSTEMS SHALL BE ADEQUATE TO SUPPORT LIGHTING FIXTURES CEILING
a. SUBMIT A PRINTED SCHEDULE ON FORM INCLUDED WITH BID PROPOSAL.
MAJOR SUPPLIERS.
BLOCKING, NAILERS, FURRING AND OTHER ROUGH AND FINISHED MATERIALS AS REQUIRED.
GRILLES, DIFFUSERS, AND OTHER TYPICAL CEILING ACCESSORIES.
1. REFER TO ELECTRICAL PLANS.
b. INCLUDE A DIRECT PROPORTIONAL AMOUNT OF OVERHEAD AND PROFIT WITH EACH LINE
BRACE, PLUMB, AND LEVEL MEMBERS IN TRUE ALIGNMENT AND RIGIDLY SECURE IN PLACE
4. PROVIDE SYSTEM COMPONENTS FROM SINGLE MANUFACTURER.
2 PROVIDED BY OTHERS. COORDINATE INSTALLATION WITH TENANT'S VENDOR.
ITEM.
0. INDEMNIFICATION:
WITH SUFFICIENT NAILS, SPIKES, SCREWS AND BOLTS AS NECESSARY.
5. INSTALL CEILING AND SUSPENSION SYSTEMS IN STRICT ACCORDANCE WITH
c. REVISE SCHEDULE TO LIST APPROVED CHANGE ORDERS, WITH EACH APPLICATION FOR
1. TO THE FULLEST EXTENT PERMITTED BY LAW, INDEMNIFY AND HOLD HARMLESS THE
c. FURNISH AND INSTALL ROUGH AND FINISHED PLYWOOD, FURRING SUPPORTS, ETC.
MANUFACTURER'S RECOMMENDATIONS AND ALL APPLICABLE BUILDING CODE REQUIREMENTS.
PAYMENT.
LANDLORD, TENANT, AND ARCHITECT AND THEIR AGENTS AND EMPLOYEES FROM AND
d. FURNISH AND INSTALL ALL ROUGH HARDWARE, ANCHORS, BOLTS, ETC. AS REQUIRED FOR
FINISHED CEILING SHALL BE LEVEL, WITH JOINTS SNUG AND SQUARE, AND IN PERFECT
DIVISION Al FURNISHINGS
AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING BUT NOT LIMITED TO,
CARPENTRY WORK.
CONDITION.
2. PAYMENT AND WAIVER OF LIENS:
ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE
e. ALL EXISTING OR NEW WOOD SHALL BE FIRE RETARDANT AND MUST BE IDENTIFIED WITH
6. MATERIALS AND FINISHES:
A. REFER TO THE RESPONSIBILITY SCHEDULE.
a. PAYMENT APPLICATION FORMS: SUBMIT PER THE OWNER'S REPRESENTATIVE'S
WORK, PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS ATTRIBUTABLE
A UL LABEL CERTIFYING THIS CLASSIFICATION.
a. REFER TO REFLECTED CEILING PLAN FOR SPECIFIED MATERIALS AND FINISHES.
REQUIREMENTS.
TO BODILY INJURY, SICKNESS, DISEASE OR DEATH, OR TO INJURY OR TO DESTRUCTION
b. LEAVE ONE CASE OF CEILING TILES FOR LATER REPLACEMENT.
B. RECEIVE, ASSEMBLE AND PLACE OFFICE AND NON -SALES EQUIPMENT AND FIXTURES.
b. U1ILIZE SCHEDULE OF VALUES FOR LISTING ITEMS IN APPLICATION FOR PAYMENT.
OF TANGIBLE PROPERTY (OTHER THAN THE WORK ITSELF) INCLUDING THE LOSS OF USE
B. MILLWORK:
REFER TO RESPONSIBILITY SCHEDULE.
c. ALL PAYMENTS FOR THIS PROJECT ARE TO BE ALLOCATED FOR THIS PROJECT ONLY FOR
RESULTING THEREFROM.
1. RECEIVE AND INSTALL ALL OWNER PROVIDED FINISHED MILLWORK, CABINETS, PANELING,
C. PAINTING AND FINISHING
PAYMENTS TO SUB -CONTRACTORS, MATERIAL SUPPLIERS, AND AGENTS AUTHORIZED BY
DOORS AND FRAMES, ETC., SHOWN ON DRAWINGS AS DIRECTED.
1. PROVIDE A SATISFACTORY FINISH THROUGHOUT UNLESS SPECIFICALLY STATED
C. RECEIVE ASSEMBLE AND PLACE INSTALL ALL SALES AREA FIXTURES.
/
SPECIFIC CONTRACTORS TO PERFORM WORK OR SUPPLY MATERIALS TO THIS PROJECT. SUBMIT
P. BACKGROUND COMPUTER -AIDED CONTRACT DESIGN DOCUMENTS:
2. CUT FIT AND INSTALL ALL MILLWORK AND SET PLUM AND TRUE IN ACCORDANCE WITH
ALL M
OTHERWISE.
DIVISION XIII SPECIAL CONSTRUCTION
PARTIAL WAIVERS OF LIENS INCLUDING SUBCONTRACTORS AND MATERIAL SUPPLIERS.
1. IN THE EVENT THAT THE GENERAL CONTRACTOR OR ANY SUBCONTRACTORS REQUIRE
ASSEMBLY/INSTALLATION DRAWINGS PROVIDED.
2. USE ONLY THE PAINT AND RELATED MATERIALS SPECIFIED.
d. SUBMIT A UPDATED CONSTRUCTION PROGRESS SCHEDULE.
BACKGROUND DRAWINGS, COPIES OF THESE DRAWINGS MAY BE PROVIDED SUBJECT TO
3. BACK CUT FLAT TRIM TO PREVENT WARPING. DRILL WHERE NECESSARY TO PREVENT
3. COVER ALL SURFACES THOROUGHLY. IF THE NUMBER OF COATS SPECIFIED DOES NOT
THE FOLLOWING CONDITIONS:
SPLITTING.
ACCOMPLISH THE INTENT, THEN APPLY ADDITIONAL COATS OF SPECIFIED MATERIAL TO GIVE
3. CHANGE PROCEDURES:
"
a. A SEPARATE AGREEMENT TITLED USE OF COMPUTER -AIDED DESIGN DOCUMENTS
4. CONFIRM BLOCKING REQUIREMENTS WITH VENDORS PRIOR TO CLOSING UP ALL
SATISFACTORY COVERAGE. SEE FINISH SCHEDULE.
,
A. NO ANTICIPATED WORK UNDER THIS SECTION. CONFIRM WITH TENANTS REPRESENTATIVE.
a. OWNER'S REPRESENTATIVE WILL ADVISE OF MINOR CHANGES IN THE WORK NOT INVOLVING
MUST BE SIGNED BY THE CONTRACTOR/SUBCONTRACTOR BEFORE THE TRANSFER OF THE
ASSEMBLIES.
4. PREPARE BY CLEANING ALL SURFACES FREE OF LOOSE DIRT AND DUST. PREPARE ALL
AN ADJUSTMENT TO CONTRACT SUM/PRICE OR CONTRACT TIME.
FILES.
METAL SURFACES IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN SPECIFICATIONS.
DIVISION XIV CONVEYING SYSTEMS
b. MAINTAIN DETAILED RECORDS OF WORK DONE ON TIME AND MATERIAL BASIS TO
b. CONTRACTOR MUST AGREE TO USE THE PROJECT FILES ONLY FOR THE LIMITED
5. PAINTED DRYWALL TO RECEIVE ONE COAT LATEX PRIMER AND TWO COATS OF SPECIFIED
SUBSTANTIATE COSTS FOR CHANGES IN THE WORK.
PURPOSE AS DESCRIBED IN THE AGREEMENT.
PAINT. TINT PRIMER TO APPROXIMATE SHADE OF THE FINAL COAT TO PRODUCE AN EVEN
c. CHANGE ORDER FORMS: SUBMIT PER THE OWNER'S REPRESENTATIVE'S REQUIREMENTS.
c. CONTRACTOR MUST AGREE TO REIMBURSE WJCA INC. OR THE TENANT FOR THE USE
DIVISION VII THERMAL -I- MOISTURE PROTECTION
RESULT IN THE FINISH COAT. DRY ALL COATS THOROUGHLY BEFORE APPLYING SUCCEEDING
d. EXECUTION OF CHANGE ORDERS: OWNER'S REPRESENTATIVE WILL ISSUE CHANGE ORDERS
OF THE DOCUMENTS PER THE AGREEMENT. CONTRACTOR MAY REIMBURSE WJCA INC.
COATS. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR RE -COAT TIME.
A. NO ANTICIPATED WORK UNDER THIS SECTION. CONFIRM WITH TENANT'S REPRESENTATIVE.
FOR SIGNATURES OF PARTIES AS PROVIDED IN THE CONDITIONS OF THE CONTRACT.
DIRECTLY OR MAY AGREE TO CREDIT TENANT AN AMOUNT AGREED UPON WITH ARCHITECT
A. VAPOR BARRIER:
6. PUTTY ALL NAIL HOLES, COUNTER SUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE
e. SUBMIT A UPDATED CONSTRUCTION PROGRESS SCHEDULE.
&TENANT'S REPRESENTATIVE.
1. PROVIDE AND INSTALL 10 MIL. POLYETHYLENE BELOW ALL REQUIRED PATCH AREAS AT
APPLYING FINISH.
SLAB ON GRADE CONDITIONS AND 4 MIL. POLYETHYLENE AT WALLS THAT RECEIVE BATT
7. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH.
DIVISION XV MECHANICAL
4. ALTERNATIVES:
Q. DAMAGED FREIGHT (TENANT FURNISHED MATERIALS):
INSULATION.
8. BEFORE STARTING FINISH WORK, REMOVE HARDWARE, ACCESSORIES, PLATES, LIGHTING
a. ACCEPTED ALTERNATIVES WILL BE IDENTIFIED IN OWNER -CONTRACTOR AGREEMENT.
1. OPEN BOXES CARTONS WITH OBVIOUS DAMAGE
/
B. CRACK BRIDGING:
FIXTURES AND SIMILAR ITEMS, OR PROVIDE AMPLE PROTECTION FOR SUCH ITEMS.
b. ALTERNATES MUST BE SUBMITTED WITH BID PROPOSAL, AS SEPARATE ADD OR DEDUCT
2. INSPECT FREIGHT BEFORE SIGNING THE FREIGHT BILL, NOTE SPECIFICALLY THE ITEM(S)
PROVIDE AND CRACK BRIDGING AS MANUFACTURED BY NATIONAL
1. PROVIDE AND INSTALL
9. PAINT ALL REGISTERS, LOUVERS, GRILLES, EMERGENCY LIGHTS, SPEAKERS, TRIM LIGHTS,
EXPOSED PIPING, ACCESS DOORS, VENTS, FIRE EXTINGUISHER CABINETS, EQUIPMENT
A. REFER TO MECHANICAL DRAWINGS FOR SPECIFICATIONS.
ITEMS. BASE BID SHALL INCLUDE ALL ITEMS AND MANUFACTURERS AS ENUMERATED ON
DRAWINGS AND/OR SPECIFICATIONS.
DAMAGED.
INC.0
APPLIED CONSTRUCTION PRODUCTS, I800-633-4622 OR APPROVED EQUAL.
PRODUCTS,
MOUNTING BOARDS ETC. UNLESS FACTORY FINISHED. PAINT TO MATCH ADJACENT WORK
c. COORDINATE RELATED WORK AND MODIFY SURROUNDING WORK AS REQUIRED.
3. AFTER THE DAMAGE IS NOTED ON THE FREIGHT BILL, HAVE CARRIER'S DRIVER ALSO
UNLESS OTHERWISE NOTED OR DIRECTED.
DIVISION XVI ELECTRICAL
SIGN IN ORDER TO VERIFY THAT BOTH PARTIES AGREE TO THE EXTENT OF THE DAMAGE.
C. BATT INSULATION:
10. MAKE FINISH WORK UNIFORM OR APPROVED FINISH, SMOOTH, FREE OF RUNS, SAGS,
5. CLOSE OUT:
4. WHEN DAMAGE IS DISCOVERED UPON UNPACKING THE FREIGHT, INSPECT ALL PACKING
1. PROVIDE AND INSTALL A MINIMUM OF R-13 FRICTION FIT (OR AS DICTATED BY CODE),
AND DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER
THE FINAL TEN PERCENT RETENTION ON THIS PROJECT MUST INCLUDE SIGNED AND
FOR SIGNS OF DAMAGE OR ABUSE. THE FREIGHT BILL IS TO BE NOTED WITH THE
FULL BATT INSULATION AS MANUFACTURED BY OWENS-CORNING FIBERGLASS OR EQUAL AT
MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING.
A. REFER TO ELECTRICAL DRAWINGS FOR SPECIFICATIONS.
a.
EXECUTED WAIVERS OF LIEN INDICATING 100% COMPLETION AND 100% PAYMENT IN FULL BY
SPECIFIED DAMAGE.
WITHIN 48 HOURS OF TAKING RECEIPT OF
ALL EXTERIOR WALLS AND WHERE INDICATED IN THE DRAWINGS.
ALL SUB -CONTRACTORS AND MATERIAL SUPPLIERS.
5. CONTACT THE TENANT'S REPRESENTATIVE
D. CARPET:
b. PROVIDE A LIST OF ALL SUBCONTRACTORS, INCLUDING ADDRESS AND PHONE NUMBERS
MATERIALS TO INFORM THEM OF ANY LOSS. FAX ALL REQUIRED DOCUMENTATION TO
D. WATERPROOF MEMBRANE:
1. REFER TO RESPONSIBILITY SCHEDULE AND FINISH SCHEDULE.
INSTALLED IN A PICTURE FRAME ON BACK OF THE MANAGER'S OFFICE DOOR.
TENANT'S REPRESENTATIVE.
1. PROVIDE AND INSTALL A (M) 30 MIL. (MIN.) WATERPROOF MEMBRANE.
2. CARPET AND ADHESIVE SHOULD BE CONDITIONED ON SITE AT A TEMPERATURE OF NO
c. SUBMIT OPERATION MANUALS, MAINTENANCE INSTRUCTIONS, ETC.
6. IF TENANT'S CONTRACTOR FAILS TO FOLLOW THIS PROCEDURE, TENANT'S CONTRACTOR
2. EXTEND A MINIMUM OF 6" UP VERTICAL SURFACES IN TOILET ROOMS OR AS REQUIRED.
LESS THAN 60 DEGREES. ALL SUBFLOORS MUST BE SMOOTH AND LEVEL, FREE OF DIRT,
d. THE GENERAL CONTRACTOR SHALL PROVIDE ASBUILT DRAWINGS TO THE OWNERS
SHALL BE RESPONSIBLE FOR ALL COSTS RELATED TO THE REPLACEMENT OF MISSING OR
WAX AND OLD ADHESIVES.
REPRESENTATIVE THAT REFLECTS ALL CHANGES TO THE PROJECT DURING THE CORES OF
DAMAGED TENANT FURNISHED MATERIALS.
E. FIRESTOPPING:
3. PROVIDE PREMIUM MULTI PURPOSE 1000 ADHESIVE TO ASSURE FULL WARRANTY
CONSTRUCTION AT THE COMPLETION OF PROJECT.
1. PROVIDE AND INSTALL UL TESTED FIRESTOPPING ASSEMBLIES AS ARE APPLICABLE FOR
PROTECTION IN ALL DIRECT GLUE APPLICATIONS. USE A MINIMUM OF 1/8 X 1/8 X 1/8
EACH CONDITION ENCOUNTERED. IN THE ABSENCE OF TESTED ASSEMBLIES, PROVIDE
INCH V NOTCHED TROWEL FOR APPLICATION. ONE GALLON WILL HANDLE 10-15 YARDS OF
D. QUALITY OF WORK:
FIRESTOPPING ASSEMBLIES AS RECOMMENDED BY THE FIRESTOPPING SYSTEM
CARPET. A DRYING TIME OF 30-40 MINUTES IS CRITICAL BEFORE PLACING THE CARPET
1. ALL WORK SHALL BE PERFORMED IN A SAFE AND WORKMANLIKE MANNER IN ACCORDANCE
MANUFACTURER'S STAFF ENGINEERS AND AS APPROVED BY AUTHORITIES HAVING
INTO THE ADHESIVE.
DIVISION 11 SITE CONSTRUCTION
WITH ACCEPTED CONSTRUCTION STANDARDS AND O.S.H.A. REQUIREMENTS. ALL CONSTRUCTION
JURISDICTION.
4. PROVIDE AND INSTALL TRANSITION STRIPS. TRANSITION STRIPS MUST BE NEW
SHALL BE IN STRICT ACCORDANCE WITH THE PLANS UNLESS A VARIANCE IS APPROVED BY THE
2. PROVIDE FIRESTOPPING MATERIALS AND THICKNESS AS REQUIRED TO MAINTAIN THE FIRE
MATERIALS AND MUST CONFORM TO ALL CODE REQUIREMENTS AND INDUSTRY QUALITY
A. VERIFY EXISTING CONDITIONS AND LOCATIONS OF UTILITIES, ROOF DRAINS, HVAC
TENANT AND ALL AUTHORITIES HAVING JURISDICTION.
RATINGS OF THE ASSEMBLIES INTO WHICH THE MATERIALS ARE INSTALLED.
STANDARDS.
2. ALL EQUIPMENT AND MATERIALS UNDER THE CONTRACT ARE TO BE NEW UNLESS OTHERWISE
EQUIPMENT, ETC. PRIOR TO COMMENCING THE WORK.
3. STRICTLY MATCH UL TESTED ASSEMBLIES.
5. COMPLETED INSTALLA1ON TO BE FREE OF STAINS OR SNAGS DUE TO CONSTRUCTION
SPECIFIED IN THE PLANS.
4. INSTALL FIRESTOPPING WITHOUT GAPS AND VOIDS OF ANY KIND.
WORK.
B. DEMOLITION:
5. INSPECT FIRESTOPPING WORK AND REPAIR OR REPLACE WORK WHICH HAS BEEN
E. CODE COMPLIANCE:
1. SCOPE OF WORK - THIS PORTION OF THE WORK INCLUDES ALL LABOR, MATERIALS
DAMAGED, DISTURBED, OR REMOVED BEFORE FIRESTOPPING IS CONCEALED OR ENCLOSED.
1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE CERTAIN THAT ALL WORK IS IN
AND SERVICES NECESSARY FOR THE REASONABLY INCIDENTAL TO COMPLETE ALL
6. PROVIDE ANCHORAGE ACCESSORIES AND OTHER COMPONENTS AS NEEDED TO PROVIDE
COMPLIANCE WITH ALL CODES, ORDINANCES, AND REGULATIONS OF ALL CONSTITUTED PUBLIC
DISMANTLING, DEMOLITION, AND SALVAGE AS SHOWN AND NOTED ON THE DRAWINGS AND
COMPLETE, EFFECTIVE FIRESTOPPING SYSTEMS COMPLYING WITH UL TESTED ASSEMBLIES.
AUTHORITIES HAVING JURISDICTION. THIS INCLUDES BUT IS NOT LIMITED TO LOCAL BUILDING
SPECIFIED HEREIN. IN GENERAL, THE ITEMS TO BE PERFORMED UNDER THIS SECTION
CODE REQUIREMENTS, FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY REQUIREMENTS,
SHALL INCLUDE, BUT ARE NOT LIMITED TO: REMOVAL OF ALL EXISTING ACOUSTICS AND
F. FIRE CAULKING:
O.S.H.A., AND THE BEST TRADE PRACTICES.
GYPSUM WALL BOARD, CEILING AND FRAMES, LIGHT FIXTURES, FLOORING, DOORS AND
1. ALL SLEEVES, OPENINGS, ETC. THROUGH FIRE RATED WALLS AND FLOORS SHALL BE FIRE
WALLS, FURRED OUT COLUMN ENCLOSURES, AND STOREFRONT AND AS SPECIFIED ON THE
SEALED WITH CALCIUM SILICATE, SILICONE "RTV" FOAM, "3M" FIRE RATED SEALANTS OR
E. RESILIENT SHEET FLOORING:
F. DIMENSIONS:
DRAWINGS.
EQUAL.
1. REFER TO RESPONSIBILITY SCHEDULE AND FINISH SCHEDULE
1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED FROM FINISHED FACE TO
2. DISCONNECTION OF SERVICES:
2. ALL EDGE CONDITIONS AT TRANSITIONS TO BE FLOATED UP FOR SMOOTH EVEN
FINISHED FACE OF MATERIALS, FACE OF STOREFRONT, OR LEASE LINE.
a. EXISTING SERVICES THAT WILL BE DISRUPTED BY CONSTRUCTION WORK SHALL BE
G. ACOUSTICAL INSULATION:
TRANSITION.
2. VERIFY ALL PROPOSED DIMENSIONS WITH FIELD CONDITIONS. ADVISE TENANT'S
RE-ROUTED AS NECESSARY TO PROVIDE TEMPORARY CONTINUATION SERVICE.
1. PROVIDE AND INSTALL ASTM C665, UNFACED, 0.32 K-VALUE, WIDTHS TO COORDINATE
3. ALL SUBFLOORS TO BE MOISTURE TESTED AND RESULTS COMPARED TO
REPRESENTATIVE OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND ACTUAL JOB CONDITIONS
b. DISCONNECTED SERVICES SHALL BE PLUGGED AND SEALED IN AN APPROVED MANNER
WITH FRAMING FOR FRICTION FIL, THICKNESS SHOWN OR IF NOT SHOWN, FILL CAVITY.
MANUFACTURERS RECOMMENDED INSTALLATION GUIDELINES. ANY PROBLEMS DUE TO
BEFORE BEGINNING THE WORK.
c. SPRINKLER SHUT DOWN SHALL BE COORDINATED WITH THE BUILDING PRIOR TO
MOISTURE TESTING TO BE REPORTED TO TENANT'S REPRESENTATIVE IMMEDIATELY.
3. ALL ANGLES SHALL BE 90 OR 45 DEGREES UNLESS OTHERWISE NOTED IN THE
EXECUTION OF WORK.
4. RESILIENT SHEET FLOORING WITH INTEGRAL 4" HIGH, RADIUSED COVE BASE. SEE FINISH
CONSTRUCTION DOCUMENTS.
3. ABANDONED ELECTRICAL WIRING:
SCHEDULE.
a. CONDUITS AND OTHER UTILITIES ENCOUNTERED IN THE PROGRESS OF THE DEMOLITION
5. FILL ALL CRACKS, JOINTS, ETC., IN SUB -FLOOR WITH CRACK FILLER APPROVED BY
G. SHOP DRAWINGS & SUBMITTALS:
THAT ARE TO BE ABANDONED SHALL BE DISCONNECTED AND THE ENDS PLUGGED IN AN
FLOORING MANUFACTURER,
1. SUBMIT THE NUMBER OF OPAQUE REPRODUCTIONS WHICH CONTRACTOR REQUIRES, PLUS
APPROVED MANNER. ANY ABANDONED UTILITIES INTERFERING WITH WORK UNDER THIS
6. INSTALL ALL MATERIALS WITH WEATHERPROOF TYPE ADHESIVES AS RECOMMENDED BY
TWO COPIES, TO TENANT'S REPRESENTATIVE FOR APPROVAL.
CONTRACT SHALL BE REMOVED ONLY TO THE EXTENT THAT THEY INTERFERE WITH NEW
DIVISION VIII DOORS ♦ WINDOWS
FLOORING MANUFACTURER FOR MATERIALS AND SURFACE INVOLVED.
2. SUBMITTALS MUST BE SCHEDULED SO AS NOT TO IMPEDE THE PROGRESS OF THE WORK.
CONSTRUCTION.
3. MARK EACH COPY TO IDENTIFY APPLICABLE PRODUCTS, MODELS, OPTIONS, AND OTHER
A. DOORS AND HARDWARE:
DATA. SUPPLEMENT MANUFACTURER'S STANDARD DATA TO PROVIDE INFORMATION SPECIFIC TO
1. FURNISH AND INSTALL ALL DOORS, FRAMES, HARDWARE AND RELATED PARTS AND
DIVISION III CONCRETE
THIS PROJECT.
MATERIALS AS INDICATED ON DRAWINGS AND RESPONSIBILITY SCHEDULE.
4. INDICATE SPECIAL UTILITY AND ELECTRICAL CHARACTERISTICS, UTILITY CONNECTION
2. HOLLOW METAL FRAMES: K.D. MINIMUM 16 GA. SIZE, SHAPE AND PARTITION TYPE PER
A. PATCHING (WHEN REQUIRED)
REQUIREMENTS, AND LOCATION OF UTILITY OUTLETS FOR SERVICE FOR FUNCTIONAL EQUIPMENT
DOOR SCHEDULE.
AND APPLIANCES.
1. INSTALL MINIMUM 3000 PSI CONCRETE FILLER AND PATCHING WHERE EXISTING SLAB
3. LABELED DOORS: PROVIDE U.L. LABEL DOORS AND FRAMES PER APPLICABLE STATE
5. IDENTIFY VARIA11ONS FROM CONTRACT DOCUMENTS AND PRODUCT OR SYSTEM LIMITATIONS
HAS BEEN REMOVED FOR UNDER SLAB CONDUITS, PLUMBING, ETC.
AND LOCAL BUILDING CODES, WHERE REQUIRED.
WHICH MAY AFFECT THE CONSTRUCTION PROGRESS.
4. FABRICATE AND ERECT TRUE, PLUMB, AND SQUARE AS SPECIFIED AND DETAILED AND
6. DIRECT ALL SUBMITTALS TO THE TENANT'S REPRESENTATIVE.
B. CONCRETE SLAB
AS PER MANUFACTURER'S RECOMMENDATIONS.
1. INSTALL MINIMUM 3000 PSI CONCRETE WITH 6" X 6" - W1.4 X W1.4 W.W.F. AT MID
5. AUTOMATIC SLIDING DOORS, ALUMINUM DOORS AND FRAMES WITH SIDELIGHTS, TRANSOM
H SAMPLES:
LEVEL OVER 6 MIL. VAPOR BARRIER (AT SLAB ON GRADE CONDITIONS OR ADHERE TO
AND ACTIVE DOOR LEAVES, OVERHEAD OPERATOR AND EMERGENCY BREAKOUT PER
APPLICABLE
1. SUBMIT THREE COPIES OF SAMPLE TO TENANT'S REPRESENTATIVE FOR APPROVAL WHEN
REQUIRED BY INDIVIDUAL SPECIFICATION SECTION.
LOCAL CODE REQUIREMENTS. INSTALL CONTROL JOINTS AT MAXIMUM 200 SF.
)
BUILDING CODES.
6. SEE DOOR SCHEDULE FOR SPECIFIC INFORMATION AND HARDWARE.
2. INCLUDE IDENTIFICATION ON EACH SAMPLE WITH FULL PROJECT INFORMATION.
DIVISION IV MASONRY
It is a violation of the law for
any person, unless acting under
the direction of a licensed
Architect, Engineer or Land
Surveyor, to alter an item in
any way. Plans, maps,
specifications, studies, and
reports not containing a red ink
seal imprint on the cover sheet
accompanied by an original
signature by the licensed
professional may have been
fraudulently altered and shall
not be considered an original
copy. Copyright Protected 2018,
Larson Design Group.
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SPECIFICATION/GENERAL
NOTES
SHEET NO.
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36"
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OF 0
KEYED PLAN NOTES:01
❑�, s��,�,
1
1. INFILL EXISTING OPENING WITH LIKE MATERIALS, TO MATCH EXISTING SURROUNDING WALLS.
2. EXISTING DOOR TO REMAIN. PROTECT DURING DEMOLITION AND CONSTRUCTION.
3. EXISTING COLUMN TO REMAIN.
4. EXISTING MOP SINK AND HOT WATER ABOVE TO REMAIN. REF: P1.0.
07 20 201 i
5. ADA CLEAR FLOOR AREA (TYP.).
6. INSTALL NEW MIRROR.
7. INSTALL NEW TOILET ROOM SIGNAGE.
8. INSTALL NEW GRAB BARS.
9. INSTALL NEW TOILET PAPER DISPENSER.
10. INSTALL NEW BABY CHANGING STATION.
11. INSTALL NEW UTILITY HOOKS.
It is a the lar
12. INSTALL NEW SOAP DISPENSER. any person, u�nlessf acting under
the direction of a licensed
Architect, Engineer or Land
13. INSTALL NEW CHILD SEAT. Surveyor, to alter an item to
any way. Plans, maps,
specifications, studies, and
14. INSTALL NEW PAPER TOWEL DISPENSER. reports not containing a red ink
seal imprint on the cover sheet
accompanied by an original
15. RFI OCATFD SINK. PATCH N. RFPAIR TO "I IKF CONDITION" WHFRF DFMO IS RFOUIRFD TO signature by the licensed
professional may have been
fraudulently altered and shall
not be considered an original
GENERAL NOTES copy. Copyright Protected 2018,
Larson Design Group.
A. VERIFY INTERIOR AND EXTERIOR DIMENSIONS, NOTIFY ARCHITECT IMMEDIATELY WITH
DISCREPANCIES.
B. REFER TO A2.0 FOR DOOR SCHEDULE AND FOR FINISH KEY.
C. DIMENSIONS SHOWN ARE CLEAR DIMENSIONS GYP BD TO GYP BD.
D. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALING ON THE CONSTRUCTION
DOCUMENTS. DO NOT SCALE.
E. UPON POSSESSION OF THE PREMISES, DIMENSIONS OF SPACE SHALL BE VERIFIED
G.C. SHALL SUBMIT NOTED DISCREPANCIES TO THE ARCHITECT/ENGINEER, TENANT
PROJECT MANAGER, AND REQUIRED VENDORS WITHIN 3 DAYS OF THE START OF
CONSTRUCTION.
z
F. PATCH & FIRE STOP GYP. BD. PARTITIONS AS REQUIRED BY LOCAL CODES. o
G. APPROVED FIRE EXTINGUISHERS SHALL BE FURNISHED AND INSTALLED BY GC AS w w
REQUIRED BY LOCAL AUTHORITY.
0
0
H. ALL SALES AREA WALLS TO BE FLUSH, LEVEL, AND SQUARE. w
I. EXISTING CONDITIONS TO REMAIN TO BE PATCHED, REPAIRED, OR REPLACED TO
BRING TO "LIKE NEW" CONDITIONS, VERIFY REUSE WITH LANDLORD MANAGER.
a
0
J. REF: G1.2 FOR ALL ADA DETAIL MOUNTING HEIGHTS 0
K. PROVIDE ALL NECESSARY BLOCKING FOR ALL WALL MOUNTED ITEMS. w
U
L. DOOR TRIM VENDOR SUPPLIED MOLDING. 00
0
M. INSTALL NEW ADA COMFORMING WHEELCHAIR ACCESSIBLE LAVATORY P-TRAP AND o a
ANGLE VALVE ASSEMBLIES. N o
4OTE:
,LL RESTROOM PLUMBING FIXTURES/ACCESSORIES
0 BE INSTALLED PER 2010 ADA STANDARDS.
4OTE:
JSULATE ALL EXPOSED HOT WATER AND DRAIN
INES.
LEGEND
SYMBOL
DESCRIPTION
EXISTING PARTITION
NEW WALL CONSTRUCTION
X
WALL TYPE
(SEE WALL TYPE SCHEDULE ON SHEET A2.0)
XXX
DOOR DESIGNATION
(SEE DOOR SCHEDULE ON SHEET A2.1)
RESTROOM ACCESSORIES SCHEDULE
DESCRIPTION
MANUFACTURER / CATALOG NO.
GRAB BARS
BRADLEY CORPORATION SERIES 812 - 1 1/2"0 STANDARD FINISH, OR EQUAL
TOILET PAPER DISPENSER
BRADLEY CORPORATION #5224 OR EQUAL
MIRROR
BRADLEY CORPORATION #781 - 18"W x 30" H
PAPER TOWEL DISPENSER
BRADLEY CORPORATION #250-15 OR EQUAL
SOAP DISPENSER
IMPERIAL BAG & PAPER CO. GOJO CHROME DISPENSER #1919-04
BABY CHANGING STATION
KOALA CORPORATION #KB208-01, SURFACE MOUNTED, BABY CHANGING STATION &
IDENTIFYING DOOR PLAQUE. FINISH: GRAY
CHILD PROTECTION SEAT
KOALA CORPORATION #KB102, SURFACE MOUNTED, BABY CHANGING STATION &
IDENTIFYING DOOR PLAQUE. FINISH: GRAY
UTILITY HOOK
BOBRICK #B-670, SURFACE MOUNTED, STAINLESS STEEL, BRIGHT POLISHED FINISH,
1 /2"x2", FLANGE 2%2"
UNDERSINK PIPE COVER
TRUEBRO LAV. SHIELD #2018-AS-L1 20%18"
FIXTURE NOTES:
A.
REF: G1.2 FOR ALL ADA DETAIL MOUNTING HEIGHTS
B.
ALL ADA CONFORMING, WHEELCHAIR ACCESSIBLE LAVATORY P-TRAPS AND ANGLE
VALVE ASSEMBLIES TO BE COVERED WITH THE MOLDED, ANTIMICROBIAL TRUBRO,
INC "LAV-GUARD" UNDERSINK PROTECTIVE PIPE COVER MODEL #103.
C.
ALL PLUMBING ACCESSORIES TO BE SUPPLIED & INSTALLED BY G.C.
D.
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING PLUMBING FIXTURES & EXISTING
ACCESSORIES (INCLUDING LANDLORD INSTALLED PLUMBING FIXTURES &
ACCESSORIES) COMPLY WITH PLANS & HANDICAPPED CODES AND LAWS.
CONTRACTOR SHALL VERIFY COMPLIANCE TO FLOOR PLAN, ENLARGED PLANS &
ELEVATIONS THIS SET. NOTIFY ARCHITECT WITH ANY DISCREPANCIES.
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FLOOR PLAN
SHEET NO.
A1.0
MATERIAL SCHEDULE
ABRV
MATERIAL
MANUFACTURER
STYLE/COLOR
SIZES
NOTES
FLOORS
F1
VCT
ARMSTRONG
#51809 "DESERT BEIGE"
12"x12"
1
BASE
B1
RESILIENT BASE
G.C. SELECTION
"BLACK"
4" COVE
--
PAINT
P1
PAINT
SHERWIN WILLIAMS
"WHITE" (G.0 SELECTION)
--
2
WALLS
W1
FRP
MARLITE COMPANY
#P-100 WHITE
4'x8' SHEET
4
CEILING
T-C,
ACOUSTICAL
ARMSTRONG
#770 "CORTEGA" (WHITE)
2'x4'
3
COLOR LEGEND
NOTES
1.
2.
3.
4.
MATTE FINISH
SEMI -GLOSS ENAMEL FINISH
INSTALL IN PRELUDE-ML "WHITE" GRID SYSTEM
PEBBLE WITH MATCHING WHITE TRIM AT EDGES, ALL TRIMMED EDGES TO BE MITERED. HOLD FRP CONNECTORS
4" AFF.
NOTE:
G.C. TO VERIFY ALL FINAL FINISH AND COLOR
SPECIFICATIONS WITH TENANT/CLIENT PRIOR TO
INSTALLATION.
INTERIOR MATERIALS FIRE + SMOKE
INDEX RATINGS
MATERIAL
FLAME
SPREAD
SMOKE DEV.
INDEX
CLASSIFICATION
PAINT
15
5
1
VINYL TILE
.45
450 OR LESS
2
LAY IN CEILING
25
10
1
WALL BASE
.45
450 OR LESS
2
FRP
150
424
2
VINYL COMPOSITION
TILE
.45
450 OR LESS
2
SEALER
10
10
1
CLASS 1: FLAME SPREAD 200: SMOKE DEVELOPMENT 0-25
CLASS 2: FLAME SPREAD 450: SMOKE DEVELOPMENT 26-75
CLASS 3: FLAME SPREAD 450: SMOKE DEVELOPMENT 76-266
H-1
METAL STUDS BRACE CHART
METAL STUD SIZE
MAXIMUM UNBRACED HEIGHT
3 5/8" X 25 GA.
11'-3"
3 5/8" X 20 GA.
14'-0"
3 5/8" X 16 GA.
18'-0"
6" X 25 GA.
16'-0"
6" X 20 GA.
21'-0"
6" X 16 GA.
25'-0"
NOTES
1. ALL METAL STUDS TO BY BY CONSOLIDATED
FABRICATIONS CORP. (CFC) ISS EST-3064P.
ALLOWABLE UNBRACED HEIGHT AS PER CHART ABOVE
2. ALL CONNECTION AND FASTENERS TO BE AS PER
DETAILS. ALL MANUFACTURERS AND ICC ESR# TO BE
STRICTLY ADHERED TO BY G.C. UNLESS APPROVAL FOR
EQUAL SUBSTITUTION IS RECEIVED FROM THE BUILDING
DEPARTMENT.
3. ALL GYPSUM BOARD TO BE 5/8" TYPE "X"
THROUGHOUT. ATTACH WITH 1" TYPE S DRYWALL
SCREWS 12" O.C. VERTICALLY AT STUDS AND 8" O.C.
AROUND PERIMETER. UNLESS NOTED OTHERWISE
SALES
HOLD GWB 1/2" SHY
OF DECK - PROVIDE
SEALANT AS REVD,
FULL LENGTH OF
WALL
SECURE W 1' S-12
STEEL P HEAD
SCREWS 0 24" O.C.
3
A2.0
RESTROOM
BOTTOM OF DECK
(1) LAYER 5/8"
GWB. STOP 6'
ABOVE ACT CEILING.
3
A2.0
RESTROOM
SECURE W/1" S-12
STEEL PAN HEAD BOTTOM OF DECK
OZ
0
SCREWS 0 24' O.C.
U
LLI
(1) LAYER 5/8"
�
GWB. STOP 6"
�o
ABOVE ACT CEILING.
i
\-- ACT CEILING \- ACT CEILING ACT CEILING
REF: A3.0. REF: A3.0. REF: A3.0.
EXISTING WALL
3-5/8" METAL
STUDS 0 16' O.C. 6" METAL
STUDS 0 16" O.C.
5/8' GYP. BOARD
5/8" GYP. BOARD BOTH SIDES (NO
GYP REQ'D AGAINST
BOTH SIDES -� EXISTING WALL
WALL BASE WALL BASE
AS SCHEDULED AS SCHEDULED
FLOOR FINISH 4 FLOOR FINISH
AS SCHEDULED AS SCHEDULED
A NON -RATED WALL -TERMINATE 0 DECK
n WALL TYI�E�
SCA
2
M
METAL STUD WITH (2)-
#8 TIES TO UNDERSIDE
OF DECK.
B NON -RATED WALL -_.TERMINATE 0 DECK
0 X/ I '--UNDERSIDE OF DECK
(4) #8 TEK SCREWS
METAL STUD DIAGONAL
BRACING TO STRUCTURE AT
48" O.C. ALTERNATE
DIRECTION
BRACING ATTACHMENT DETAIL
SCALE: Y=1'-0"
CONNECTIONS SHOULD BE TO TOP OF
BAR JOIST OR VIA ADDITIONAL STL.
OR UNISTRUT WHERE NECESSARY.
\-CONTINUOUS DEEP LEG DEFLECTION
CONTINUOUS TRACK WITH (1) TRACK (1 1 /2" MIN.DEEP LEGS).
TEK #12 SCREW (ESR# 1976 CONNECT TO BOTTOM OF PURLIN WITH
IN EACH FLANGE OF EACH (2) TEK #12 SCREWS (ESR# 1976)
STUD 0 16" O.C.
DECK
(-3-ATTACHMENT DETAIL
SCALE: Y=1'-0"
3 5/8" METAL STUDS 0 16" O.C.
USE 6" METAL STUDS IN
PARTITIONS CONTAINING PLUMBING
LINES
.rr/-#8 SCREWS EA. SIDE OF
STUD TO TRACK (TYP.)
CEMCO METAL STUD TRACK
(TYP.) ICC # ESR 3016
A, Xr:-CONCRETE SLAB
177 DIA. HILTI POWDER ACTUATED
FASTENER WITH 3/4'" EMBEDMENT
AT 24" O.C. ICC # ESR 1663
FLOOR
ATTACHMENT DETAIL
SCALE: Y=1'-0"
DOOR SCHEDULE
DOOR NOTES
DOOR
FRAME
FIRE RATING
1.
ALL HARDWARE REPRESENTS THE INTENDED QUALITY,
EXISTING
EXISTING
SIZE
DETAIL
HDW SET
DOOR NOTES
STYLE AND APPEARANCE. CONTRACTOR TO PROVIDE
DOOR NO
ROOM
NEW
RE -WORK
NO -WORK
MAT
TYPE
MATL
TYPE
LABEL
HARDWARE CUT SHEETS TO TENANT PROJECT
W
H
T
HEAD
JAMB
SILL
2.
MANAGER PRIOR TO CONSTRUCTION.
ALL LOCKS TO BE PROVIDED WITH "BEST 7-PIN"
INTERCHANGEABLE CORES AND CYLINDERS
101
SALES
•
3'-0"
7'-0"
1 3/4"
ALUM
--
--
--
--
--
--
--
--
3,4
102
STOCKROOM
•
3'-0"
7'-0"
1 3/4"
HM
--
--
--
--
--
--
--
--
3,4
3.
AT EXISTING DOORS -REPLACE DAMAGED OR MISSING
103
OFFICE
•
3'-O"
7'-0"
1 3/4"
HW
--
--
--
--
--
--
--
--
3
HARDWARE, REPLACE LOCK CYLINDERS AND PROVIDE
TENANT WITH (2) NEW KEYS
104
FITTING ROOM
•
3'-0"
7'-0"
1-3/4"
HW
--
--
--
--
--
--
--
--
3
4.
PROVIDE ANY REQUIRED SIGNAGE AT EXIT OF SERIVCE
105
FITTING ROOM
•
3'-0"
7'-0"
1 3/4"
HW
--
--
--
--
--
--
--
--
3
5.
6.
DOOR. CONTACT LANDLORD REPRESENTATIVE.
PAINT DOOR & FRAME TO MATCH ADJACENT WALL.
INSTALL DOOR STOPS WHERE A DOOR WOULD STRIKE
106
RESTROOM
•
3'-0"
7'-0"
1 3/4"
HW
--
--
--
--
--
--
--
--
3
107
RESTROOM
•
3'-0"
7'-0"
1 3/4"
WD
A
H.M.
1
H-1
J-1
S-1
--
1
1,2,5,6,7,8
A WALL OR OTHER PART OF CONSTRUCTION WHEN
OPEN.
HARDWARE NOTES
7.
INSTALL NEW DOOR CLOSING HARDWARE SO THAT
HDW #1
CLOSING SPEED FROM 70' OPEN TO 3" FROM THE
• HINGES: BALL BEARING HINGES: PBB BB81 4
LATCH IS 3 SECONDS MINIMUM AND THAT THE SPEED
1 /2" X 4 1 /2" FINISH: SATIN CHROME
FROM 90' OPEN TO 12' FROM THE LATCH IS 5
• PRIVACY LOCK SET: "SCHLAGE" AL40S
SECONDS MINIMUM (PER 2010 ADA STANDARDS). IN
FINISH: SATIN CHROME
• CLOSER: DOR-O-MATIC SC81 FINISH:
NECESSARY, ADJUST DOOR CLOSER(S) TO REQUIRE
ALUMINUM
LESS THAN 5 LBS OF FORCE TO OPERATE.
• DOOR STOP: IVES TYPE 436 FINISH: SATIN
CHROME
8.
UNDERCUT DOOR 1"
• KICKPLATE: HIAWATHA 10"04" FINISH: SATIN
STAINLESS
• SILENCER: IVES, NO. 20
5/8" GYP. BD.
TYP. EA. SIDE
METAL STUDS
CAULK EACH
SIDE
H.M. FRAME
(TYP.)
DOOR AS SCHED
FRAME DETAILS
-
SCALE: 1-1 /2"=1'-0"
J-1
5/8" GYP. BD.
TYP. EA. SIDE
STEEL STUDS
CAULK EACH
SIDE
H.M. FRAME
(TYP.)
DOOR AS SCHED
S-1
4S SCHED
-RAME BEYOND
EET A1.0 FOR
MATERIAL
A.
6 DOOR TYPES
C.i HOLLOW METAL
P4 (AS REQ'D
PER ELEVATIONS
2" " & SCHEDULE)
1.
2 FRAME TYPES
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It is a violation of the law for
any person, unless acting under
the direction of a licensed
Architect, Engineer or Land
Surveyor, to alter an item in
any way. Plans, maps,
specifications, studies, and
reports not containing a red ink
seal imprint on the cover sheet
accompanied by an original
signature by the licensed
professional may have been
fraudulently altered and shall
not be considered an original
copy. Copyright Protected 2018,
Larson Design Group.
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PROJECT NO. 11979-002
DRAWN BY EBG
APPv'D BY RJG
WALL TYPES &
DETAILS
SHEET NO.
A2.0
REFLECTED CEILING LEGEND
SYMBOL
DESCRIPTION
NEW 2X4 ACT CEILING
I
I
EXISTING 2X4 ACT CEILING
01
NEW 2X4 LED PANEL LIGHT
L�
EXISTING 2X4 LIGHT
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FINISHED CEILING HEIGHT
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NEW SUPPLY DIFFUSERS.
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EXISTING SUPPLY DIFFUSERS.
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NEW EXHAUST DIFFUSERS.
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EXISTING EXHAUST DIFFUSERS.
GENERAL NOTES
A. GC TO VERIFY ALL CONDITIONS AT CEILING AREAS PRIOR TO INSTALLATION
OF NEW MATERIALS. NOTIFY ARCHITECT OF ANY EQUIPMENT, PIPING, OR
OTHER OBSTRUCTIONS THAT MAY INTERFERE WITH DESIGNATED WORK.
B. ELEVATION HEIGHTS SHOWN ARE MEASURED ABOVE BLDG FINISHED FLOOR
UNLESS NOTED OTHERWISE.
C. REFER TO LIGHTING PLAN FOR MORE INFORMATION ON LIGHTING.
D. EXISTING CEILING SYSTEM TO REMAIN UNLESS NOTED OTHERWISE. REPLACE
ANY DAMAGED ACT / GYP CEILING SYSTEM.
E. ALL NEW CEILING TILES TO MATCH EXISTING.
F. REFER TO MECHANICAL PLANS FOR MORE INFORMATION ON MECHANICAL
EQUIPMENT.
KEYED NOTES: ❑X
1. EXISTING ACT CEILING TO REMAIN. PATCH & REPAIR AS REQUIRED.
OF Ptti
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It is a violation of the law for
any person, unless acting under
the direction of a licensed
Architect, Engineer or Land
Surveyor, to alter an item in
any way. Plans, maps,
specifications, studies, and
reports not containing a red ink
seal imprint on the cover sheet
accompanied by an original
signature by the licensed
professional may have been
fraudulently altered and shall
not be considered an original
copy. Copyright Protected 2018,
Larson Design Group.
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PROJECT NO. 11979-002
DRAWN BY EBG
APPV'D BY R,JG
REFLECTED
CEILING PLAN
SHEET NO.
A3.0
�ej:L121c1/11KC47,1
1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND
SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS (IF PROVIDED
AS PART OF THE CONTRACT) ARE A PART OF THIS CONTRACT.
2. HE TERM "CONTRACTOR" SHALL MEAN THE "MECHANICAL CONTRACTOR HIRED
TO COMPLETE THE WORK OUTLINED IN THESE PLANS AND SPECIFICATIONS" UNLESS
OTHERWISE SPECIFIED.
3. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO REVIEW ALL DRAWINGS FOR
ALL OTHER TRADES.
4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ITS
SUBCONTRACTORS WITH A FULL SET OF BID DOCUMENTS INCLUDING SPECIFICATIONS
AND MUST COORDINATE ITS WORK AND INSPECTIONS AND THE WORK AND INSPECTION
OF THEIR SUBCONTRACTORS WITH ALL OTHER TRADES ON SITE TO CONFORM WITH
THE GENERAL CONTRACTOR'S TIME SCHEDULE.
5. BY SUBMITTING A QUOTATION OR PROPOSAL THE MECHANICAL CONTRACTOR
EXPRESSLY STATES AND WARRANTS THAT. ALL DRAWINGS AND SPECIFICATIONS HAVE
BEEN THOROUGHLY REVIEWED, CONTRACTOR HAS BECOME FAMILIARIZED WITH JOB
SITE CONDITIONS AND IS TOTALLY QUALIFIED TO PERFORM ALL OF THE WORK
REQUIRED.
6. BEFORE SUBMITTING A FINAL PROPOSAL THE CONTRACTOR SHALL EXAMINE THE
SITE OF THE PROPOSED WORK TO DETERMINE THE EXISTING CONDITIONS THAT MAY
AFFECT THE PROPOSAL. IF DISCREPANCIES ARE NOTED BETWEEN THE DOCUMENTS
AND THE EXISTING CONDITIONS THE ARCHITECT SHALL BE NOTIFIED AND THE
CONTRACTOR SHALL RECEIVE CLARIFICATION BEFORE SUBMITTING A BID. THE
SUBMISSION OF A PROPOSAL SHALL INDICATE THAT ALL CHARGES AND COSTS MADE
NECESSARY BY EXISTING CONDITIONS ARE INCLUDED AND THAT THE COMPLETE
SYSTEM AS DESCRIBED HEREIN WILL BE FURNISHED AT THE PROPOSED COST.
7. WHEN USED, THE TERM "PROVIDED BY CONTRACTOR" SHALL BE INTERPRETED
AS MEANING "FURNISHED AND INSTALLED BY CONTRACTOR" WITH THE EXCEPTION
WHERE ITEMS ARE "PROVIDED BY TENANT" SHALL BE INTERPRETED AS MEANING
"FURNISHED BY TENANT (INSTALLED BY CONTRACTOR)", EXCEPT WHERE NOTED
OTHERWISE.
0
1. THE MECHANICAL SUBCONTRACTORS QUOTING ON THEIR SPECIFIC SCOPE OF
WORK/SERVICES TO CONTACT THE LOCAL BUILDING DEPARTMENT/AGENCY TO
DISCUSS CODE ISSUES/IDIOSYNCRASIES REGARDING THEIR SERVICES AND THE QUOTE
ASSOCIATED WITH THE SERVICES TO THE GENERAL CONTRACTOR FOR THIS PROJECT.
THIS CONTRACTOR TO BE FAMILIAR NH THE SITE WHERE SUCH SERVICES/WORK
WILL BE PERFORMED THIS SPECIFIC USE AND THE IDIOSYNCRASIES ASSOCIATED NH
THE QUOTES ANY ITEMS HEALTH
STHAT ARE NOT NECESSARILY SHOWN INDICATE HON
DRAWN GS/S P ECI FI CATIONS.
2. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT,
SERVICES, TOOLS TRANSPORTATION INCIDENTALS AND DETAILS NECESSARY TO
PROVIDE COMPLETE AND FULLY FUNCTIONAL MECHANICAL SYSTEMS AS SHOWN ON
THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS IF SUPPLIED AND AS
REQUIRED BY JOB CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY
THE LANDLORD SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. CLOSELY
COORDINATE THE ENTIRE INSTALLATION WITH LANDLORD AS REQUIRED. FIELD VERIFY
PIPE AND DUCTS SERVING THE OT�NANQTUSPACEN PRIOR TO SUBMIISS ON OF IBID.
3. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH
OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE PROVIDED
EVEN HOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR
WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE
SPECIFICATIONS BUT WHICH IS NECESSARY TO COMPLETE THE WORK OR WHICH IS
USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE PROVIDED AS PART
OF THE CONTRACT.
4. WHERE THE DRAWINGS AND / OR SPECIFICATIONS CALL FOR ITEMS WHICH
E NGLORE'STEMNCDNDESRBEDTRESPONSIBLEFORPROVIDIITHYSASESIGDANDCION HE
DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE.
5. THE CONTRACTOR SHALL OBTAIN AND COMPLY WITH DETAILED REQUIREMENTS
OF LEASE EXTRACTS FROM THE LANDLORD AND TENANT.
6. COORDINATE LOCATIONS OF ALL AIR OUTLETS WITH ALL WALLS LIGHTS,
SPRINKLER HEADS, CEILING TILES AND DECORATIVE CEILING FIXTURES PRIOR TO
INSTALLATION.
7. ALL MECHANICAL WORK SHALL BE INSTALLED SO AS TO BE READILY
ISCRESPONSIBLOE FOR OPERATION, SERVICE
SUFFICIENT ACCESS TO ALLLEEQUIPMENTCFORHACTOR
SERVICE.
CFiANNTHE
INGOANDAPATCH NG REQUUIRED FOR ANY WORK UNIDER GfHISH COOT ACT.
CUTTING SHALL HAVE PRIOR APPROVAL BY HE TENANT'S CONSTRUCTION MANAGER
AND THE LANDLORD OR LANDLORD'S REPRESENTATIVE. PATCHING SHALL MATCH
FINISH OF SURROUNDING AREA.
C. CODES
1. ALL WORK SHALL BE PERFORMED IN A NEAT AND PROFESSIONAL MANNER
USING GOOD CONSTRUCTION PRACTICES. ALL WORK SHALL CONFORM TO THE LATEST
ANDPORDINANCES• OTHE LATEST EDI11ONS ROTE
ASHRAE STANDARDS ATNHE LIIFE SAFOETY
CODE THE APPLICABLE BUILDING CODE, UNDERWRITERS LABORATORIES, THE
NATIONAL ELECTRICAL CODE NFPA 70 90A AND 96 AND ALL OTHER APPLICABLE
CODES ENFORCED BY AUTHORITIES HALING JURISDICTION. THE CHANGES REQUIRED BY
ANY APPLICABLE CODES SHALL BE INCLUDED IN THE BID. AFTER THE CONTRACT IS
ISSUED
TO THE I ZONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY THE
TENAND. LICENSES. PERMITS. INSPECTIONS AND FEES
1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS,
INSPECTIONS AND FEES REQUIRED OR RELATED TO THIS WORK.
2. FURNISH TO HE TENANT'S CONSTRUCTION MANAGER ALL CERTIFICATES OF
INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF PROJECT.
E. DRAWINGS
1. DRAWINGS PLANS AND SPECIFICATIONS) ARE DIAGRAMMATIC AND INDICATE THE
GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. BECAUSE OF THE
SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL DUCT AND PIPE
OFFSETS FITTINGS AND ACCESSORIES THAT MAY BE REQUIRED. THE MECHANICAL
CONTRACTOR MUST OBTAIN APPROVED CONSTRUCTION DRAWINGS FROM THE GENERAL
CONTRACTOR BEFORE BEGINNING ANY WORK.
2. THE LAYOUT SHOWN ON THE DRAWINGS IS BASED ON A PARTICULAR MAKE OF
EQUIPMENT. IF ANOTHER MAKE OF EQUIPMENT IS USED WHICH REQUIRES
MODIFICATION OR CHANGE OF ANY DESCRIPTION FROM HE R D AWINGS OR
SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE AS PART OF THIS WORK,
FOR MAKING ALL SUCH MODIFICATIONS AND CHANGES INCLUDING HOSE INVOLVING
OTHER TRADES WITH THE COST HEREOF INCLUDED IN THE BID. IN SUCH CASE
CONTRACTOR SHALL SUBMIT DRAWINGS AND SPECIFICATIONS PRIOR TO STARTING
WORK SHOWING ALL SUCH MODIFICATIONS AND CHANGES. THE PROPOSAL SHALL BE
SUBJECT TO THE APPROVAL OF HE TENANT'S CONSTRUCTION MANAGER.
F. EXISTING LEASE SPACE CONDITIONS
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE
DEMOLITION OF EXISTING MECHANICAL WORK IN THE SPACE NOT SHOWN TO BE
REUSED IN THE NEW TENANT SPACE.
2. THE CONTRACTOR SHALL INCLUDE AND WILL BE HELD RESPONSIBLE FOR, THE
REMOVAL OF ALL EXISTING FIRE PROTECTION PLUMBING FIXTURES PIPING HVAC
UNITS, REFRIGERANT RECAPTURE EXHAUST FANS DUCTWORK, ETC. AND ASSOCIATED
ROOF CURBS NOT TO BE REUSE6 ON THIS PROJECT UNLESS SPECIFICALLY NOTED
OTHERWISE. CONTRACTOR MUST VERIFY WITH THE LANDLORD ALL PRESUMED
ROFDOUSESALEDDTEPTCENTEDOFOOCRBHLBREMO�tl) AND ROOF AHD PRIOR TO
REUSE OR RECONFIGURATION ON PLANS. ROOF PATCHING SHALL BE PERFORMED AT
THE CONTRACTOR'S EXPENSE BY A ROOFING CONTRACTOR APPROVED BY THE
LANDLORD. ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF ABOVE THIS
SPACE) NOT APPLICABLE TO THE NEW WORK OR PART OF THE LANDLORD'S OR
ANOTHER TENANT'S ACTIVE SYSTEM MUST BE REMOVED AND ROOF/WALL/FLOOR
PATCHED/REPAIRED TO MATCH THE EXISTING STRUCTURE. EXISTING ABANDONED
PIPES, DUCTS OR EQUIPMENT IN THE FLOOR EMBEDDED IN CONCRETE OR OTHERWISE
INACCESSIBLE ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL
LEVEL WHEN THEY ARE NOT REUSED IN THIS PROJECT.
IF REQUIRED BY THE LANDLORD OR CODES, ABANDONED PIPING AND/OR DUCTWORK
MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM THE EXTENT OF EMOL111ON PRIOR
TO BID AND INCLUDE IN BID PROPOSAL.
3. ACTIVE LANDLORD OR OTHER TENANT SERVICES ENCOUNTERED IN WORK SHALL
BE PROTECTED AND SUPPORTED. IF EXISTING SERVICES NOT ANTICIPATED REQUIRE
RELOCATION, CONTACT HE TENANT'S CONSTRUCTION MANAGER IMMEDIATELY. ALL
COSTS FOR REPAIR OF DAMAGES TO ACTIVE LANDLORD OR OTHER TENANT SERVICES
DURING CONSTRUCTION SHALL BE PAID FOR BY THE CONTRACTOR CAUSING THE
DAMAGE.
4. TIE-INS AND MODIFICATIONS TO EXISTING LANDLORD SERVICES MUST BE DONE
WITH MINIMUM INTERRUPTION OF LANDLORD OPERATION AND DURING HOURS
SPECIFIED BY THE LANDLORD. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING
EXACT WORKING HOURS OF THIS WORK NH THE LANDLORD PRIOR TO SUBMITTING
THEIR BID. THE CONTRACTOR SHALL INCLUDE IN THEIR BID ALL PREMIUM TIME
REQUIRED TO PERFORM MODIFICATIONS DURING OTHER THAN NORMAL WORKING
HOURS. ALL SUCH WORK MUST BE COORDINATED NH THE LANDLORD.
5. EQUIPMENT AND MATERIALS IN TRANSIT SHALL UTILIZE FREIGHT ELEVATOR OR
STAIRS. SAID EQUIPMENT OR MATERIALS SHALL BE DISASSEMBLED AS REQUIRED TO
MEET THE RESTRICTIONS IMPOSED BY THE BUILDING OR ITS COMPONENT
CONSTRAINTS AND THEN REASSEMBLED IN THE NEW WORK AREA.
6. ALL WORK SHALL BE DONE WITH A MINIMUM OF NOISE AND DISTURBANCE TO
BUSINESS ROUTINE. ALL WORK SCHEDULES SHALL BE COORDINATED WITH AND
APPROVED BY, THE TENANTS CONSTRUCTION MANAGER.
7. SINCE THESE ARE SECURE FLOORS, ALL DELIVERIES WORKERS WORK
OPERATORS REQUIRED BY THE CONTRACT ETC. RE Q OR FOR WORK PERFORMED IN ANY
AREA OR SITE BUILDING SHALL BE IN STRICT CONFORMANCE TO THE RULES AND
REGULATIONS OF THE OWNER.
8. CONTRACTOR SHALL PROTECT THEIR WORK AND EQUIPMENT FROM DAMAGE,
ACCEPTANCE OF BUILDING BY OWNER AND ARCH TECT SHALLL BE REPLACEDRBYO
RESPECTIVE CONTRACTOR AT NO CHARGE TO TENANT.
9. IT IS SPECIFICALLY THE INTENTION OF THIS SPECIFICATION TO HOLD THE
CONTRACTOR RESPONSIBLE FOR ALL DAMAGE DONE TO ANY EXISTING FACILITIES,
EQUIPMENT PAINTING, OR ARCHITECTURAL AND STRUCTURAL FEATURES OF THE
BUILDING by EITHER THEIR OWN WORKMEN OR BY ANY OF THEIR SUBCONTRACTORS.
THE CONTRACTOR SHALL REPAIR ANY DAMAGE DONE BY THEIR OWN WORKMEN OR
SUBCONTRACTORS AND THE OWNER AT THEIR DISCRETION, MAY WITHHOLD PAYMENTS
EQUAL TO THE REASONABLE COST OF THE REPAIRS.
10. THIS CONTRACTOR OR THEIR WORKMEN SHALL NOT BE PERMITTED TO USE ANY
PART OF THE EXISTING BUILDING AS A SHOP WITHOUT THE APPROVAL OF THE
OWNER AND ARCHITECT.
11. WHERE HE WORK MAKES TEMPORARY SHUTDOWN OF SERVICES UNAVOIDABLE,
THEY SHALL BE MADE AT NIGHT OR AT SUCH TIMES AS WILL CAUSE THE LEAST
INTERFERENCE WITH THE ESTABLISHED OPERATING ROUTINE.
12. THIS CONTRACTOR SHALL ARRANGE THE WORK SO AS TO ASSURE THAT
SERVICES WILL BE SHUT DOWN ONLY DURING THE TIME ACTUALLY REQUIRED TO
MAKE THE NECESSARY CONNECTION TO THE EXISTING WORK. THIS CONTRACTOR
SHALL GIVE AMPLE WRITTEN NOTICE IN ADVANCE TO THE OWNER OF ANY REQUIRED
SHUT DOWN.
MTRRENSCO CNXSHLL,BEPREUBWOPUREBEQUIPENFFOUSI�OTRACTAOTCtEDYTARALIINOY
BOXING AS SOON AS DELIVERED TO THE SITE AND SHALL BE KEPT CLEAN AND DRY.
THE MOTORS UNITS, FIXTURES FANS, DUCTWORK AND MOVING PARTS SHALL BE
KEPT COVERED SO AS TO ELIMINATE DIRT DUST AND OTHER MATERIALS ENTERING
THE PARTS DURING ERECTION AND CONSTRUCTION WORK ON THE BUILDING. SHOULD
IT BE FOUND THAT ANY PARTS ARE DAMAGED DUE TO CARELESSNESS ON THE PART
OF THE CONTRACTOR IN NOT PROVIDING PROPER PROTECTION, SUCH PART OR PARTS
SHALL BE REPLACED BY HE CONTRACTOR AT THEIR OWN COST AND EXPENSE. ALL
TEMPORARY DUCTS PIPING
AT ALL STIMES '' SHALL BE PROPERLY PROTECTED WITH
�l �l;;� :1►L�II yl�1l�Z�Z loll&,
H. TRADE NAMES AND MANUFACTURERS
1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR
IN THE SPECIFICATIONS THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM
STANDARD FOR THE BdSE BID. MANUFACTURERS CONSIDERED AS AN EQUIVALENT OR
BETTER IN ALL ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO REVIEW IN WRITING
ANY UNAUTHORIZED EQUIPMENT SHALLABERSUBJOECT TOACCEPTANCE.
REMOVALCAND REPLACEOMENT
AT THE CONTRACTOR'S EXPENSE.
I. SHOP DRAWINGS
1. SUBMIT THREE COPIES OF MATERIAL LISTS AND SHOP DRAWINGS FOR ALL
EQUIPMENT AND DUCT FABRICATION DRAWINGS TO THE TENANT'S CONSTRUCTION
MANAGER FOR REVIEW PRIOR TO ORDERING EQUIPMENT. SUBMISSIONS MUST BE
EARLY ENOUGH TO ALLOW HE TENANT'S CONSTRUCTION MANAGER EIGHT WORKING
DAYS FOR REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S
PROGRESS. SUBMITTALS SHALL BE IN ACCORDANCE WITH THE GENERAL CONDITIONS
USING HE MANUFACTURER'S LISTED ON THE DRAWINGS. SHOP DRAWINGS SHALL
INCLUDE ALL DATA THAT PERTAINS TO THE REQUIREMENTS SET FORTH ON THE
DRAWINGS AND IN THE SPECIFICATIONS. THE SUBMITTAL SHALL INCLUDE BUT NOT BE
LIMITED TO CUTS OR CATALOGS INCLUDING DESCRIPTIVE LITERATURE AND
CHARACTERISTICS OF EQUIPMENT SHALL SHOW MAJOR DIMENSIONS ROUGHING -IN
DATA, CAPACITY CURVES PRESSURE DROPS CODE COMPLIANCE, I OTOR AND DRIVE
DATA AND ELECTRICAL DATA. OBSERVE SPEbAL INSTRUCTIONS WHEN REQUIRED.
SUBMITTALS SHALL BEAR THE STAMP OF THE GENERAL AND SUBCONTRACTOR
SHOWING THAT HE HAS REVIEWED AND CONFIRMED THAT THEY ARE IN CONFORMANCE
WITH THE CONTRACT DOCUMENTS OR INDICATE WHERE EXCEPTIONS TAKE PLACE.
LACK OF SUCH CONTRACTOR'S REVIEW WILL BE CAUSE FOR REJECTION WITHOUT
REVIEW BY TENANT'S CONSTRUCTION MANAGER. ALL SHOP DRAWINGS MUST APPEAR
IN THE OPERATION AND MAINTENANCE MANUALS LEFT ON SITE AT JOB COMPLETION.
2. TENANT'S CONSTRUCTION MANAGER'S OR ARCHITECT'S REVIEW OF SHOP
DRAWINGS OR SCHEDULES SHALL NOT RELIEVE THE CONTRACTOR FROM
THESHOPIDRAWINGSEFROMStHE CONSTRUOCTIO DOCUMENTDEFICIENCIES OR DEVIATIONS IN
3. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND / OR THEIR
SUBCONTRACTORS TO FURNISH SHOP DRAWINGS AND SUBMITTALS ON ANY AND ALL
EQUIPMENT
QUIPME T�ONSTf�UCT1 PERS, CONTROLS ETC. TO THE ARCHITECT FOR THEIR REVIEW
PRIOR
J. RECORD DRAWINGS - (CONFIRM REQ'D WITH TENANT & LANDLORD)
1. THE CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS AND
SPECIFICATIONS ON THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT
DRAWINGS, SUCH AS LOCATIONS OF CONCEALED PIPING VALVES AND DUCTS,
REVISIONS ADDENDUM'S AND CHANGE ORDERS SIGNIFICANT DEVIATIONS MADE
NECESSARY BY FIELD CONDITIONS, APPROVED LQUIPMENT SUBSTITUTIONS AND
CONTRACTOR'S COORDINATION WITH OTHER TRADES AND EXACT ROUTING OF ALL
SANITARY AND DOMESTIC WATER PIPING UNDER FLOOR.
2. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL THE
CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS ANb CERTIFY THE
ACCURACY OF EACH PRINT BY SIGNATURE THEREON. THE DRAWINGS ARE TO BE
TURNED OVER TO HE TENANT.
' COE\:L1►11010w,":WIMN lit
1. THE MECHANICAL CONTRACTOR SHALL INCLUDE IN THE PROPOSAL A ONE YEAR
GUARANTEE WARRANTY ON ALL EQUIPMENT
MENT AND MATERIAL INSTALLED OR
REFURBISHf'D ALL MATERIALS AND WORK UNDER THE CONTRACT AND SHALL MAKE
MATEf�IAL OD OR ,EQUIPREPLACE
NT WHICH MAT AY BEWDISCOVERED WITHIANY N EAEPER OD OFKi 2
MONTHS FROM THE DATE OF WRITTEN ACCEPTANCE OF THE INSTALLATION BY THE
TENANT'S CONSTRUCTION MANAGER. IN CASE OF REPLACEMENT OR REPAIR OF
EQUIPMENT DUE TO FAILURE WITHIN THE GUARANTEE PERIOD, HE GUARANTEE ON
THAT PORTION OF WORK SHALL BE EXTENDED FOR A PERIOD OF 12 MONTHS FROM
HE DATE OF SUCH REPLACEMENT OR REPAIR. THIS GUARANTEE, WARRANTY IS TO
INCSATTISFACTLABOR
R YOOPERAT ON NOR A TPERIOD* OF ONE YEAR TOMAINTAIN
FROM SYSTEM
DATE OF ACCEPTANCE OF HE SYSTEM BY HE TENANT. IT SHALL ALSO INCLUDE
ONE SUMMER TO WINTER CHANGEOVER AN
D ONE WINTER TO SUMMER CHANGEOVER,
A NEW SET OF FILTERS AT THE TIME OF STARTUP AND TWELVE (12) MONTHLY FILTER
CHANGES DURING THE FIRST YEAR. THE NORMAL PREVENTATIVE MAINTENANCE WORK
SHALL BE PERFORMED AT THE TIME OF THE FILTER CHANGES. USE ONLY #40
PLEATED TYPE AIR FILTERS.
�471:1(:nlTM10W.:1
1. ONE COPY OF EACH OPERATION AND MAINTENANCE MANUAL FOR ALL
EQUIPMENT FURNISHED ON THE JOB SHALL BE PROVIDED TO THE TENANT BOUND
TOGETHER IN A 3 INCH, THREE RING BINDER. THE BINDER SHALL INCLUDE BUT NOT
BE LIMITED TO INSTALLATION, MAINTENANCE AND OPERATING INSTRUCTIONS,
PAMPHLETS OR BROCHURES, REVIEWED SHOP DRAWINGS AND WARRANTIES OBTAINED
FROM EACH MANUFACTURER OF PRINCIPAL ITEMS OF EQUIPMENT.
M. SLEEVES
1. THE CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR
FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH ITS
SURFACE EXCEPTT kLOOR EEVES OR
PENEOTRATEDTHEAFLOOR, CUT U SHALL EXTEND XTEND 2
INCHES ABOVE THE FLOOR.
2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR FLOORS
SHALL BE FIRE SEALED WITH APPROVED SEALANTS RATED FOR THE APPLICATION SO
AS TO MAINTAIN THE FIRE RATING OF THE ASSEMBLY. CONFORM TO THE U.L.
ASSEMBLY RATING OF THE FLOOR OR WALL.
3. SLEEVES IN BEARING AND MASONRY WALLS FLOORS AND PARTITIONS SHALL BE
STANDARD WEIGHT STEEL PIPE FINISHED WITH SWOON EDGES. FOR OTHER THAN
MASONRY
IP NG RSLEEVES SHALL BE022 GAUGE GALVANIZED STEEEL FOR CONCEALED VERTICAL
4. DUCT SLEEVES SHALL BE MINIMUM 14 GAUGE STEEL.
N. HANGERS
1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON,
BANDS C-CLAMPS NH RETAINING CLIPS CHANNELS, HANGER RODS, ETC.
NECESSARY FOR THE INSTALLATION OF WbRK.
HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT
NOT TO PIPING OR DUCTWORK. DUCTWORK SHALL NOT BE SUPPORTED FROM ROOF
DECKING AND/OR BRIDGING BUT SHALL BE SUSPENDED FROM THE TOP CHORD OF
BAR JOISTS, STEEL OR OTPER STRUCTURE. DUCTWORK SHALL CLEAR ALL SPRINKLERS
AND OTHER OBSTACLES AND SHALL BE HUNG AS HIGH AS POSSIBLE IN WORK AND
STORAGE AREAS. WHERE INTERFERENCE'S OCCUR IN ORDER TO SUPPORT DUCTWORK
OR PIPING THE CONT
RACTOR MUST INSTALL TRAI'E ZE TYPE HANGERS OR SUPPORTS
WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE
DAMPERS, VALVES, ACCESS DOORS AND OTHER EQUIPMENT SERVICE REQUIREMENTS
AND/OR OTHER TRADES. HANGER TYPES AND INSTALLATION METHODS ARE SUBJECT
TO LANDLORD CRITERIA.
3. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE
OUTER DIAMETER OF INSULATION. INSTALL 6 INCH LONG SPLIT CIRCLE GALVANIZED
SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION.
4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI -ELECTRICALLY
SEPARATED FROM ONE ANOTHER.
P. ACCESS DOORS
1. FURNISH STEEL ACCESS DOORS AND FRAMES MINIMUM 16 INCHES BY 20
INCHES OR AS REQUIRED FOR ADEQUATE ACCESS TO THE GENERAL CONTRACTOR
FOR ALL LOCATIONS WHERE NECESSARY TO PROVIDE ACCESS TO CONCEALED VALVES
AND OTHER EQUIPMENT REQUIRING SERVICE OR INSPECTION. LOCATION, TYPE SIZE
AND NUMBER WILL BE DETERMINED BY THE CONTRACTOR AND APPROVED By THE
TENANT CONSTRUCTION MANAGER TO SUIT EQUIPMENT REQUIREMENTS. GENERAL
CONTRACTOR WILL INSTALL ACC
ESS DOORS AND FRAMES.
2. ACCESS DOORS LOCATED IN FIRE -RATED WALLS, FLOORS, CEILING -FLOOR, OR
CEILING ROOF ASSEMBLIES SHALL BE FIRE RATED, U.L. LISTED AND LABELED.
3. ACCESS DOORS SHALL BE FLUSH TYPE, MANUFACTURED FROM 14 GAUGE
STEEL COMPLETE WITH FLUSH FLANGE TYPE FRAMES MANUFACTURED FROM 16
GAUGE STEEL, PROVIDED WITH ANCHORS. ACCESS DOORS SHALL BE SUITABLE FOR
INSTALLATION IN WALL OR CEILING MATERIALS SHOWN IN ROOM FINISH SCHEDULES.
PROVIDE ACCESS DOORS FOR ALL CONCEALED VALVES, VENTS, DAMPERS, FIRE
DAMPERS EXPANSION JOINTS PULL BOXES SHOCK ABSORBERS DRAINS MOTORS,
FANS, PUMPS AND ANY OTHER ITEM REQUIRING SERVICE. DOORt IN PLASTER OR
CONCRETE SURFACES SHALL HAVE A RECESSED DOOR WITH CONCRETE OR PLASTER
FACING. DOORS IN CARPETED OR TILED AREAS SHALL BE RECESSED WITH TILE
FACING. NO ACCESS DOORS ARE REQUIRED IN 2' X 2' AND 2' X 4' LAY -IN
ACOUSTIC TILE CEILING. PROVIDE COLORED PINS TO DENOTE ACCESS TILES. FURNISH
SCREWDRIVER OPERATED,CWITHS FRAMES AND PCAM LTYYPEUCAYCH LWI4TH HEAD"
STEEL STUD. DOORS SHALL BE NOT LESS THAN 12" X 12" FOR HAND ACCESS.
DOORS IN WALLS AND CEILING SHALL BE PRIME COATED CARBON STEEL. FURNISH
FIRE RATED DOORS FOR FIRE RATED CONSTRUCTION. RATING OF DOOR MUST BE
SAME RATING AS CONSTRUCTION.
Q. ELECTRIC MOTORS
1. FURNISH, INSTALL AND ALIGN ALL MOTORS REQUIRED FOR THIS EQUIPMENT,
UNLESS HEY ARE FACTORY INSTALLED ON THE UNIT. ALL STARTERS AND
ASSOCIATED WIRING AND SAFETY SWITCHES FOR SUCH MOTORS SHALL BE FURNISHED
AND INSTALLED BY THE ELECTRICAL CONTRACTOR. STARTERS SHALL MEET ALL
REQUIREMENTS AS DEFINED IN THE ELECTRICAL SPECIFICATIONS.
2. DESIGN CONSTRUCTION AND PERFORMANCE CHARACTERISTICS OF MOTORS
SHALL CONFORM TO ALL APPLICABLE PROVISIONS OF LATEST NEMA ANSI, ISEE
STANDARDS FOR ELECTRICAL EQUIPMENT. ALL MOTORS SHALL BE SUITABLE FOR
OPERATION ON VOLTAGE VARIATION OF PLUS OR MINUS 10 PERCENT, 40 DEGREES C
AMBIENT TEMPERATURE AND HAVE A SERVICE FACTOR OF NOT LESS THAN 1.15.
R. LOW VOLTAGE (24 VOLT) WIRING
1. THE CONTRACTOR IS TO INSTALL ALL LOW VOLTAGE WIRING REQUIRED FOR
THEIR EQUIPMENT. THIS WORK INCLUDES ALL TRANSFORMERS AND DEVICES TO MAKE
THIS A COMPLETE FUNCTIONAL SYSTEM.
2. ALL WORK IS TO CONFORM TO THE ELECTRICAL SPECIFICATIONS AND THE
REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION.
3. ANY CONDUIT REQUIRED BY CODE OR THE LANDLORD WILL BE INSTALLED BY
THE ELECTRICAL SUBCONTRACTOR.
4. SMOKE DETECTORS AND REMOTE TEST STATION
I. IONIZING TYPE ARE TO BE USED ON THE RETURN SIDE OF THE AHU AND
PHOTO -TYPE ARE TO BE USED ON THE SUPPLY SIDE. ON ALL OTHER TYPES OF
HVAC UNITS WHERE SMOKE DUCT DETECTORS ARE REQUIRED, USE FIELD INSTALLED
IONIZING TYPE IN RETURN DUCTWORK AND PHOTO -TYPE ON THE SUPPLY LOCATED
BEFORE HE FIRST TAKEOFF. ONCE ACTIVATED, THE SMOKE DETECTOR WILL SHUT
DOWN HVAC UNIT.
ii. SMOKE DETECTORS SHALL HAVE THEIR OWN REMOTE KEY TEST STATION SYSTEM
WITH AUDIBLE AND VISUAL ALARM, SIMPLEX MODEL 4098-9842 OR APPROVED
EQUIVALENT. ALARM TO HAVE CANDELA SETTING OF 75 AND A HIGH VOLUME HORN
TONE SETTING.
ALARM SYSTEM MAY BE DELETED WHERE NOT REQUIRED BY LANDLORD OR BY LOCAL
CODE.
A. HEATING, VENTILATION AND AIR CONDITIONING
1. BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE
ARCHITECTURAL, STRUCTURAL MECHANICAL AND ELECTRICAL PLANS AND
SPECIFICATIONS TO SEQUENCff, COORDINATE AND INTEGRATE THE VARIOUS ELEMENTS
OF THE HVAC SYSTEM, MATERIALS AND EQUIPMENT WITH OTHER CONTRACTORS TO
AVOID INTERFERENCE'S AND CONFLICTS.
B. HVAC EQUIPMENT (REFER TO PLANS FOR SCHEDULE OF EQUIPMENT)
1. PRIMARY HVAC UNITS ARE TO BE AS SCHEDULED. EQUIVALENTS MAY BE
SUBSTITUTED WITH WRITTEN APPROVAL ONLY. ALL COMPRESSORS ARE TO INCLUDE A
5 YEAR EXTENDED WARRANTY.
2. ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT WITH ALL DEVICES,
APPURTENANCES AND ACCESSORIES PROVIDED TO MEET THE DESIGN INTENT AND
OPERATION OF THE SYSTEMS SHOWN ON THE DRAWINGS AND SPECIFIED.
3. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE
MANUFACTURERS INSTRUCTIONS.
R CTIONS. ALL AIR CONDITIONING EQUIPMENT MUST HAVE A
CONDENSATE DRAIN AND BE TRAPPED IN ACCORDANCE WITH MANUFACTURER'S
DATA. SEE DRAWINGS FOR ADDITIONAL DETAILS.
4. SECONDARY DRAIN PANS ARE REQUIRED TO BE INSTALLED BENEATH ALL
INDOOR AIR CONDITIONING EQUIPMENT NH THE EXCEPTION OF AIR TERMINAL BOXES.
SECONDARY PANS ARE TO PROTECT ENTIRE UNIT. PROVIDE CONDENSATE PUMPS AS
REQUIRED. CONDENSATE SHALL BE DIRECTED TO MOP SINK, LAVATORY TRAP OR
OTHER APPROVED DRAIN.
C. TOILET EXHAUST FANS
1. WHERE SHOWN ON DRAWINGS PROVIDE A TOILET EXHAUST FAN COMPLETE WITH
GRAVITY BACKDRAFT DAMPER. ALL DUCTWORK, ROOF OPENINGS AND CAPS
NECESSARY TO PROVIDE A COMPLETE EXHAUST SYSTEM SHALL BE PROVIDED BY THE
CONTRACTOR. REFER TO PLANS FOR APPLICABILITY.
D. VIBRATION ISOLATION DEVICES
1 VIBRATING EQUIPMENT HUNG FROM STRUCTURE SHALL BE ISOLATED WITH
RUBBER AND SPRING DEVICES. VIBRATING EQUIPMENT SUPPORTED FROM FLOOR OR
DECK SHALL BE ISOLATED WITH HOUSED SPRING MOUNT DEVICES.
2. EXAMINE DEAD LOAD AND OPERATING LOAD CONDITIONS WHEN SELECTING
DEVICES. ADJUST FOR PROPER ALIGNMENT AND LOADING. AVOID "GROUNDING" THE
ISOLATOR.
3. CHECK HANGER ROD SIZE FOR ALLOWABLE LOADS AT THE ISOLATING DEVICE
AND HE UPPER AND LOWER ATTACHMENTS TO STRUCTURES, DUCTS, EQUIPMENT,
ETC.
4. CONSULT MANUFACTURER FOR APPLICATION DATA.
G. CURBS AND STEEL FRAMING FOR SUPPORT
1. THIS CONTRACTOR WILL PROVIDE ALL NECESSARY CURBS AND STEEL FRAMING
REQUIRED TO INSTALL ALL HVAC EQUIPMENT. CURBS SHALL BE A MINIMUM OF 14
INCHES HIGH AND OF THE SAME MANUFACTURER AS THE EQUIPMENT SUPPORTED.
INSULATE UNDER THE COMPRESSOR SECTION TO PREVENT CONDENSATION. ALL
CURBS MUST BE INSTALLED SO THAT THE TOP OF CURBS ARE "DEAD" LEVEL. ALL
PENETRATIONS OF EXISTING STRUCTURE SHALL BE DONE IN ACCORDANCE WITH THE
LANDLORD'S GUIDELINES AT THIS CONTRACTOR'S EXPENSE. ALL CONNECTIONS TO
ROOFTOP EQUIPMENT SHALL BE INSIDE THE CURB (CONDENSATE DRAIN, POWER
WIRING, CONTROL WIRING, ETC.).
H. METAL DUCTWORK - NO FIBERGLASS DUCT ALLOWED
1. NO DUCTWORK SHALL BE FABRICATED PRIOR TO APPROVAL BY HE TENANT'S
CONSTRUCTION MANAGER. DEVIATIONS FROM DESIGN MUST BE APPROVED BY
TENANT'S CONSTRUCTION MANAGER PRIOR TO FABRICATION OR INSTALLATION. ALL
DUCT MAINS ARE TO BE RECTANGULAR. ALL DUCT BRANCHES TO DIFFUSERS ARE TO
BE ROUND SPIRAL DUCT.
2. ALL DUCTWORK SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH
SMACNA LOW VELOCITY AND "HVAC DUCT CONSTRUCTION STANDARDS MANUAL"
LATEST EDITION AND ASHRAE USING PRIME SHEETS OF GALVANIZED STEEL. CONFORM
TO THE REQUIREMENTS IN THE REFERENCED STANDARD FOR METAL THICKNESS,
REINFORCING TYPES AND INTERVALS, TIE ROD APPLICATIONS AND JOINT TYPES AND
INTERVALS. ALL SQUARE ELBOWS SHALL BE PROVIDED WITH DOUBLE WALLED VANES
ON MAXIMUM 3" CENTERS. PROVIDE SEAL CLASS "C" ON ALL TRAVERSE JOINTS
UNLESS SUPERSEDED BY MORE STRINGENT LOCAL CODES. ALL DUCT CONNECTIONS
ARE TO BE RIGID AND LEAK FREE ASSEMBLIES.
3. DURING THE CONSTRUCTION PHASE OF THE PROJECT ANY DUCTWORK
INSTALLED IS TO BE COMPLETELY SEALED UP OF ANY OPENINGS, EITHER AT THE
BEGINNING OR END OF A DUCT RUN OR AT A BRANCH, COLLAR DIFFUSER OR
REGISTER TO AVOID DIRT OR OTHER CONTAMINANTS FROM ENTERING THE SYSTEM.
4. EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DUCT SYSTEMS TO 2 INCH
WATER GAUGE PRESSURE CLASSIFICATION VERIFY WHETHER RETURN OR EXHAUST
DUCT IS POSITIVE OR NEGATIVE PRESSURE). PRESSURE TEST DUCTS FOR LEAKAGE.
REMAKE LEAKING JOINTS AND APPLY SEALANTS AS REQUIRED TO FABRICATE A
SYSTEM THAT DOES NOT EXCEED 5 PERCENT LEAKAGE OR LESS AS STATED BY
PRESSURE CLASS RATINGS IN SMACNA STANDARDS.
5. AS A MINIMUM, CROSSBREAK ALL FLAT SURFACES OR REINFORCE WITH A BEAD
APPROXIMATELY 3/8 INCH WIDE BY 3/16 INCH DEEP ON 12 INCH CENTERS TO
PREVENT VIBRATIONS.
6. INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT
SYSTEMS INDICATED IN SMACNA STANDARDS. NO WOOD SHALL BE USED TO SUPPORT
OR BRACE DUCTS. PROVIDE SWAY AND SEISMIC BRACING AS REQUIRED BY STATE
AND LOCAL CODES OR BY LANDLORD.
7. WHERE DUCTS PASS THROUGH ROOFS FLOORS AND FIRE RATED PARTITIONS,
PROVIDE AS MINIMUM 1 1 /2 INCH BY 1 1 %2 INCH BY 1 /8 INCH STEEL ANGLE
FRAMES AT EACH SIDE OF OPENING. THE ANNULAR SPACE BETWEEN DUCT AND
ANGLE FRAMES SHALL BE CAULKED WITH SILICONE SEALANT OR FIREPROOFED AS
REQUIRED BY THE ASSEMBLY FIRE RATING. CONTRACTOR TO PROVIDE FIRE OR
COMBINATION FIRE / SMOKE DAMPERS AT EACH PENETRATION WHERE REQUIRED BY
CODE.
8. ALL TRAVERSE JOINTS AND SEAMS IN SUPPLY AIR DUCT SHALL BE SEALED AIR
TIGHT WITH DAP CIVIC DUCT SEALER. JOINTS ALSO SHALL BE RIVETED OR CONNECTED
WITH SHEET METAL SCREWS.
9. SOFT ELASTOMER BUTYL GASKETS WITH ADHESIVE BACKING SHALL BE USED TO
SEAL FLANGED JOINTS.
10. DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS
SPECIFICALLY NOTED OTHERWISE.
11. PROVIDE ACCESS TO ALL MOTORIZED DAMPERS FIRE DAMPERS FIRE SMOKE
DAMPERS CONTROLS AND OTHER ITEMS IN DUCTWORK THAT REQUIRE SERVICE OR
INSPECTIdN. IF THE ACCESS PANEL LOCATION IS EXPOSED TO THE SALES AREA, IT
MUST BE APPROVED BY THE TENANT'S CONSTRUCTION MANAGER PRIOR TO
WITH PLASTER LAY-IN
MAY BEAUSED RETURN
CCAIRESS DIFFUSERS GRILLES AND REGISTERS
12. ALL BRANCHES AND TAKEOFFS SHALL BE EQUIPPED WITH MANUAL VOLUME
CONTROLLING DEVICES HAVING AN INDICATING AND LOCKING DEVICE.
I. FLEXIBLE CONNECTIONS
1. FLEXIBLE COLLARS SHALL BE PROVIDED IN ALL CONNECTIONS BETWEEN
VIBRATING EQUIPMENT (FANS, ROOFTOP UNITS, WATER SOURCE HEAT PUMPS, AIR
PROVIDE SPLEXIBLEOCONNECTIONSSWHEREEDUCTSNCROSSTBUILLDING CASINGS.
2. FLEXIBLE CONNECTIONS SHALL BE CONSTRUCTED OF NEOPRENE -COATED
FLAMEPROOF FABRIC. PROVIDE ADEQUATE JOINT FLEXIBILITY TO ALLOW FOR
MOVEMENT AND PREVENT THE TRANSMISSION OF VIBRATION.
3. FLEXIBLE CONNECTIONS ARE TO BE RATED FOR THE OPERATING PRESSURE OF
THE SYSTEM.
4. FINAL CONNECTIONS TO EXHAUST FAN(S) SHALL BE WITH A HEAVY AIRTIGHT
ACID RESISTANT FIRE RETARDANT FIBERGLA S D NEOPRENE CONNECTOR, A MINIMUM
OF SIX �6� INCHES IN LENGTH. THE CONNECTOR SHALL BE FASTENED TO EQUIPMENT
AND DU WITH TWO FLEXIBLE REMOVABLE BRASS STRAPS OR ALTERNATE APPROVED
METHOD.
J. THERMOSTATS
1. MOUNT THERMOSTATS 4'-0" ADA COMPLYING1, THERMOSTAT SENSORS 5-0"
ABOOPERATINGFLOORS AND SET INSTRUCTIONSTO TENANT RE RESLTATITEMPERATURE, ETC. TURN OVER
2. THERMOSTATS SHALL BE PROVIDED WITH KEY OPERATED SECURITY COVERS AND
DESCRIPTIVE NAMEPLATES.
K. FLEXIBLE AIR DUCT
1. FLEXIBLE DUCT FOR CONNECTIONS SHALL BE A FACTORY FABRICATED
ASSEMBLBARRIER. YHEnININER SLEEEVEOF NSHALLINNER
BE CONSTVE RUCTED OF A CONTINUAND AN UOUS MOISTURE
COATED SPRING STEEL WIRE HELIX FUSED TO A CONTINUOUS LAYER OF FIBERGLASS
IMPREGNATED AND COATED VINYL. A 1 1 /4" THICK LAYER OF INSULATING BLANKET
OF FIBERGLASS WOOL SHALL ENCASE THE INNER SLEEVE AND BE SHEATHED WITH AN
OUTER MOISTURE BARRIER OF A BIDIRECTIONAL REINFORCED METALIZED VAPOR
BARRIER. THE FLEXIBLE DUCT SHALL BE RATED FOR A MAXIMUM WORKING VELOCITY
OF 6000 FPM AND SHALL BE LISTED BY THE UNDERWRITERS LABORATORIES UNDER
THEIR UL-181 STANDARDS AS A CLASS 1 DUCT AND SHALL COMPLY WITH NFPA
STANDARD - 90A. THE FLEXIBLE DUCT SHALL BE THERMAFLEX M-KC OR APPROVED
EQUIVALENT. FLEXIBLE DUCT SHALL ROUTE FROM SHEET METAL DUCTWORK TO
CEILING DIFFUSERS ONLY. THERE SHALL BE NO EXPOSED FLEXIBLE DUCT.
2. FLEXIBLE AIR DUCT MAY ONLY BE USED IN VERTICAL APPLICATIONS WITH
PRIOR APPROVAL FROM THE TENANT'S CONSTRUCTION MANAGER.
3. FLEXIBLE DUCT SHALL NOT EXTEND OVER 5 FEET IN LENGTH AT ANY ONE
LOCATION.
L. SUPPLY AND RETURN AIR TAKEOFF FITTINGS
1. RECTANGULAR DUCT
A. PROVIDE 45 DEGREE RECTANGULAR TAKEOFFS FROM MAIN DUCTWORK TO
RECTANGULAR BRANCHES.
2. SPIRAL DUCT
A. PROVIDE SADDLE OR DIRECT CONNECTION OF A BRANCH DUCT INTO A LARGER
DUCT. THE DIAMETER OF THE BRANCH SHALL NOT EXCEED TWO THIRDS OF THE
DIAMETER OF THE MAIN. PROTRUSIONS INTO THE MAIN ARE NOT ALLOWED.
N. DAMPERS
1. Ra=MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH
HANDLE OPERATORS IN EACH BRANCH DUCT AND AS SHOWN ON PLANS TO
FACILITATE AIR BALANCING.
2. WHERE ACCESS TO BALANCING DAMPER IS RESTRICTED OR IN AREAS WITH
SHEET ROCK CEILINGS YOUN
G REGULATORS SHALL
LL BE USED.
3. ALL RECTANGULAR DAMPERS IN OUTSIDE AIR AND RELIEF AIR DUCTS ARE TO
BE OPPOSED BLADE E. ALL RECTANGULAR DAMPERS IN RETURN AIR DUCTS TO
BE PARALLEL BLADE TYPE. ALL OUTSIDE AIR DUCT DAMPERS MUST ALSO BE OF THE
LOW LEAKAGE TYPE.
4. ALL MOTORIZED DAMPERS NOT FURNISHED WITH EQUIPMENT ARE TO BE
HONEYWELL DAMPERS.
0. DIFFUSERS, GRILLES AND REGISTERS
1. PROVIDE DIFFUSERS, GRILLES AND REGISTERS AS SCHEDULED. DEVICES TO BE
COMPLETE WITH FRAMES AND ALL ACCESSORIES. ALL DIFFUSERS GRILLES AND
REGISTERS IN SHEET ROCK CEILINGS TO BE PROVIDED WITH PLASTER FRAMES. FINISH
TO BE COORDINATED NH INTERIOR FINISHES.
2. INSTALL ALL AIR DEVICES AS LOCATED ON THE ARCHITECTURAL REFLECTED
CEILING PLAN OR THE MECHANICAL PLAN.
P. DUCTWORK INSULATION
1. ALL NEW SUPPLY AND RETURN AIR DUCTWORK WITHIN 10' OF HVAC UNIT SHALL
BE ACOUSTICALLY LINED. DUCT SIZES SHOWN ON THE DRAWING ARE INTERNAL FREE
AREA SIZES. INTERNAL LINER SHALL BE 1 V2" THICK DUCT LINER EQUIVALENT TO
JOHNS MANVILLE "PERMACOTE LINACOUSTIC f R VALUE" = 6.3) AND SHALL BE
APPLIED TO HE DUCTWORK WITH FIRE RESISTIVE ADHESIVES AND CADMIUM OR
COPPER PLATED MECHANICAL FASTENERS.
2. ALL OUTSIDE AIR AND UNEXPOSED DUCTWORK WITHIN BUILDING, EXCEPT WHERE
ACOUSTICALLY LINED, SHALL HAVE 2 INCH, FIBERGLASS DUCT WRAP INSULATION WITH
FSK FACING EQUIVALENT TO JOHNS MANVILLE "MICROLITE XG TYPE 75" (INSTALLED
"R VALUE" = 5.6).
3. LEADING EDGES OF DUCT INSULATION SHALL BE OVERLAPPED BY ADJOINING
INSULATION FOR 6" MINIMUM AND THEN SEALED WITH FOIL VAPOR BARRIER ADHESIVE
AND DUCT MASTIC SO THAT NO FIBERGLASS INSULATION IS VISIBLE.
4. ALL INSULATION ON EXISTING PIPING OR DUCTS THAT IS WETTED, DAMAGED,
DISTURBED OR REMOVED SHALL BE REPLACED.
5. INSTALL INSULATION PRODUCTS IN ACCORDANCE NH MANUFACTURER'S
WRITTEN INSTRUCTIONS AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES.
INSULATION MUST COMPLY WITH NFPA 90A.
6. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25
AND A SMOKE DEVELOPED RATING OF NO HIGHER THAN 50 WHEN TESTED IN
ACCORDANCE WITH ASTM C 411 OR AS REQUIRED BY LOCAL CODES.
7. NOT REQ'D
A. SERVICE: RECTANGULAR SUPPLY -AIR AND RETURN -AIR DUCTS.
1. MATERIAL: INSULATION BOARD, 6 PSF MINIMUM AND PLAIN FACING.
2. THICKNESS: 2 INCHES.
3. NUMBER OF LAYERS: TWO. TOTAL THICKNESS = 4"
4. VAPOR RETARDER REQUIRED: YES.
A. INORGANIC GLASS FIBERS PREFORMED AND BONDED BY THERMOSETTING RESIN.
1. MUST COMPLY NTH
ROQINUINSULATION APPROVED EUVALENt.
A. INSULATION INSTALLED OUTDOORS: FLAME SPREAD RATING OF 25 OR LESS AND
SMOKE DEVELOPED RATING OF 50 OR LESS.
B. APPLY INSULATION AS FOLLOWS:
A. APPLY TWO -LAYER INSULATION WITH JOINTS TIGHTLY BUTTED AND STAGGERED
AT LEAST 3 INCHES. SECURE LAYERS WITH ADHESIVE, MECHANICAL FASTENERS OR
BANDING. FASTENERS SHALL BE LOCATED A MAXIMUM OF 3" FROM EACH EDGE AND
NO GREATER THAN 12" APART.
B. ON EXPOSED APPLICATIONS FINISH INSULATION WITH A SKIM COAT OF
INSULATION.
WHENDDRY,LIC-SETTINd CEMENTAPPLY FLOOD COAT TOOF LAGGIING ADHESIVE LANSURFAE OF D PRESS ON
ONE LAYER OF GLASS CLOTH OR TAPE. OVERLAP EDGES AT LEAST 1 INCH (25 MM).
APPLY FINISH COAT OF LAGGING ADHESIVE OVER GLASS CLOTHOR TAPE. THIN H
FINISH COAT TO ACHIEVE SMOOTH FINISH. OUTDOOR JACKET: POLYGUARD PRODUCTS,
INC. 'ALUMAGUARD 60' OR MFM BUILDING PRODUCTS CORP. 'FLEXCLAD 400".
Q. SYSTEM CLEANOUT
1. UPON COMPLETION OF INSTALLATION, CLEAN ENTIRE SYSTEM BEFORE
INSTALLING AIR OUTLETS. CONTRACTOR TO PROVIDE A CERTIFICATION THAT CLEANING
WAS ACCOMPLISHED PRIOR TO PROJECT CLOSEOUT.
2. FILTERS MUST BE IN UNITS AT ANY TIME FANS ARE OPERATED.
R. SYSTEM TESTING, ADJUSTING AND BALANCING
1. TESTING ADJUSTING AND BALANCING OF ALL WORK SHALL BE COMPLETED BY
AN INDEPENDENT CONTRACTOR WHO IS CURRENTLY LICENSED BY THE ASSOCIATED
AIR BALANCING COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU
(NEBB_ ). NO OTHER BALANCE REPORTS WILL BE REVIEWED OR ACCEPTED. ALL
BALANCING WORK MUST BE COMPLETE AND DONE IN ACCORDANCE WITH THE MOST
RECENT STANDARDS OF THEIR SOCIETY. PAYMENT OF ALL COSTS FOR TESTING SHALL
BE MADE BY HE HVAC CONTRACTOR.
2. THE CONTRACTOR SHALL INSTALL NEW FILTERS IN ALL UNITS PRIOR TO THE
AIR BALANCING. THE COMPLETE AIR BALANCE SHALL TAKE PLACE WITH OUTSIDE AIR
DAMPERS IN MINIMUM POSITION.
3. BALANCE AIR AND WATER QUANTITIES TO WITHIN PLUS OR MINUS 5 PERCENT
PULLEYS OR ITHEEADDITIONEOFF DAMPERSAREQUIRQEDIT O ACHIEVE SPECIFIEDVFLbBELTS,
RATES SHALL BE PROVIDED BY THE HVAC CONTRACTOR WITH NO ADDITIONAL COST
TO HE TENANT.
4. THE BALANCE REPORT SHALL INCLUDE AS A MINIMUM THE FOLLOWING
INFORMATION:
AAABC OR NEBB CERTIFICATION NUMBER AND SIGNATURE OF BALANCING
CONTRACTOR.
B INSTRUMENTATION LIST WITH LAST CALIBRATION DATES.
C MAKE AND MODEL NUMBERS OF ALL HVAC EQUIPMENT TESTED.
D AIR CFM AND STATIC PRESSURE READINGS (DISCHARGE AND SUCTION) AS
M ASURED BY PITOT TUBE DUCT TRAVERSE AT THE UNITS.
E MOTOR NAMEPLATE DATA WITH ACTUAL FIELD VOLTAGE AND AMPERAGE
R ADINGS FOR EACH LEG.
F MOTOR AND FAN RPM, SHEAVE SIZES AND BELT SIZES AND LENGTHS.
G OUTSIDE, RETURN, MIXED AND SUPPLY AIR TEMPERATURES AT FULL COOLING.
H WATER BALANCE DATA INCLUDING GPM WITH INLET AND OUTLET TEMPERATURE
A D PRESSURE READINGS.
I) MAKE AND MODEL NUMBERS OF ALL AIR DISTRIBUTION EQUIPMENT.
J) FINAL BALANCED AIR VOLUMES AT ALL OUTLETS (INCLUDING RETURNS WHERE
DUCTED .
K) IN EXED PLAN WITH DIFFUSER AND RETURN LOCATIONS.
5. ALL CONTROL SEQUENCES SHALL BE TESTED AND OPERATING STATUS
RECORDED IN THE REPORT.
6. THREE COPIES OF THE BALANCE REPORT SHALL BE SUBMITTED THROUGH THE
GENERAL CONTRACTOR TO HE TENANT'S CONSTRUCTION MANAGER FOR REVIEW AND
COMMENT.
7. THE BALANCING CONTRACTOR SHALL PERFORM ALL APPLICABLE TESTING AND
BALANCING FUNCTIONS REQUIRED FOR THE SYSTEM DESIGNED IN THESE DRAWINGS.
THE BALANCING CONTRACTOR SHALL RECHECK ANY ITEMS THAT HE TENANT DEEMS
NECESSARY AT NO ADDITIONAL COST TO THE TENANT.
8. FINAL BALANCE REPORT SHALL BE INCLUDED IN THE OPERATION AND
MAINTENANCE MANUAL.
S. FINAL HVAC INSPECTIONS
1. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE THE TENANT
SHALL HAVE THE RIGHT TO HAVE AN INDEPENDENT HVAC CONTRACTOR INSPECT THE
FINISHED HVAC INSTALLATION UPON COMPLETION FOR COMPLIANCE WITH THE PLANS
SPECIFICATIONS AND CODES. THE INSTALLING CONTRACTOR WILL BE RESPONSIBLE Td
BRING ALL ITEMS REPORTED BY THE INDEPENDENT HVAC CONTRACTOR UP TO PLANS
AND SPECIFICATIONS REQUIREMENTS AT NO ADDITIONAL COST TO HE TENANT.
T. INDOOR AIR QUALITY
1. NO ANALYSIS HAS BEEN MADE NH REGARD TO SOURCES OR POTENTIAL
SOURCES OF INDOOR OR OUTDOOR AIR CONTAMINANTS OR LEVELS OF
CONTAMINATION.
2. IT IS THE RESPONSIBILITY OF THE GENERAL AND MECHANICAL CONTRACTOR TO
FORETENISUNFIDRNRCTTONTS IF ANY
SOURCE OR POTENTIAL SOURCE IIDENTIFIED.
3. PRIOR TO ENCLOSING SPACES SUCH AS PLUMBING CHASES, AIR SHAFTS AND
RETURN AIR PLENUMS CLEAN ALL AREAS THOROUGHLY. THE CONTRACTOR SHALL
GUARANTEE THAT THE PLENUM CHAMBER USED FOR RECIRCULATING OF AIR WILL BE
OF TIGHT CONSTRUCTION AND THAT ALL SOURCES OF CONTAMINATION FROM TRAPS,
WILL BE ENCLOSED SOOTHAT NO CbNTAMINATEDI AIR WILLS BE RECIIRCULATEED.
4. PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES SHUT OFF THE HVAC SYSTEM,
BLOCK OFF ALL AIR GRILLS DIFFUSERS AND OTHER OPENINGS OUTSIDE THE
IMMEDIATE CONSTRUCTION AREA. OPENINGS TO ADJACENT TENANT SPACES SHALL BE
COVERED WITH FILTER MEDIA TO PREVENT DUST AND OTHER AIRBORNE
CONTAMINANTS FROM PASSING TO ADJOINING SPACES.
5. CONTRACTOR TO INSTALL TEMPORARY EXH
AUST SYSTEM TO VENTILATE
CONSTRUCTION SITE AND KEEP SITE UNDER SLIGHT NEGATIVE PRESSURE DURING ALL
HOURS OF CONSTRUCTION, EVEN IF AFTER NORMAL BUSINESS HOURS.
6. CONTRACTOR TO INSTALL TEMPORARY BARRIERS TO PROTECT ADJACENT
SPACES FROM DUST PARTICULATES, VAPORS AND NOISE. WHERE TEMPORARY
BARRIERS ARE INSTALLED ALWAYS MAINTAIN FIRE EXITS AND EXITWAYS.
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any way. Plans, maps,
specifications, studies, and
reports not containing a red ink
seal imprint on the cover sheet
accompanied by an original
signature by the licensed
professional may have been
fraudulently altered and shall
not be considered an original
copy. Copyright Protected 2018,
Larson Design Group.
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PROJECT NO. 11979-002
DRAWN BY EBG
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MECHANICAL
SPECIFICATIONS
SHEET NO.
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GENERAL NOTES
A. CONTRACTOR SHALL VERIFY ALL CONDITIONS &
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AUTHORIZED REPRESENTATIVE FOR APPROVAL, PRIOR TO
ORDERING.
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C. SUPPLY AND RETURN GRILLE FACES AND TRIM COLOR
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D. PROVIDE CONICAL SPIN IN FITTING WITH INTEGRAL VOLUME
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TURNED DOWN 35 DEGREES.
STOCKROOM
F. FLEXIBLE PORTIONS OF DUCT ARE NOT TO EXCEED 6'-0"
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IN OVERALL LENGTH.
G. ALL EXPOSED DUCTWORK AREA SHALL BE INSULATED
DUCT. NO EXCEPTIONS OR ALTERNATIVES.
H. INSTALL NEW CLEANABLE MERV 8 AIR FILTERS UPON
TURN OVER TO OWNER.
It is a violation of the law for
any person, unless acting under
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1. FULL SIZE EXHAUST DUCT. CONNECT BACK TO THE NEAREST
reports not containing a red ink
seal imprint on the cover sheet
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EXISTING SANITARY VENT. EXHAUST FAN TO TIE INTO OCCUPANCY
accompanied by an original
signature by the licensed
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professional may have been
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fraudulently altered and shall
not be considered an original
copy. Copyright Protected 2018.
3. CONNECT NEW SUPPLY DUCT TO EXISTING. VERIFY EXACT LOCATION
Larson Design Group.
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IN FIELD.
5 4. EXISTING SUPPLY DIFFUSER TO REMAIN. CLEAN AS REQUIRED.
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PROJECT NO. 11979-002
DRAWN BY EBG
APPV'D BY RJG
MECHANICAL PLAN
SHEET NO.
M1.0
SYMBOL LEGEND
SYMBOL
DISCRIPTION
(TYPE NECK)
(CFM QTY)
DIFFUSER TABLE
SUPPLY AIR DIFFUSER (12x12)
EXISTING AIR DIFFUSER
—i
BALANCING DAMPER
EXHAUST AIR GRILL (12x12)
EXISTING EXHAUST AIR GRILL
EXHAUST FAN SCHEDULE
MARK
MANUFACTURER
MODEL #
FAN
ELECTRICAL
WEIGHT
NOTES/
CFM (TOTAL)
T.S.P. ("WC)
HP
V-PH-CY
MCA
MOCP
(LBS)
ACCESSORIES
EF-1
GREENHECK
GC-168
150
0.25
129W
120-1
1.0
15
-
1,2,3
NOTES:
1.
RESTROOM FAN SHALL BE INTERLOCKED WITH RESTROOM LIGHTS BY RELAY SWITCH INSTALLED
BY THE ELECTRICAL CONTRACTOR.
2.
EXHAUST FANS SHALL HAVE GRAVITY BACKDRAFT DAMPERS AND INSECT SCREENS
3.
OVERALL SYSTEM STATIC PRESSURE SHALL NOT EXCEED THOSE LISTED FOR EACH FAN UNIT.
AIR DISTRIBUTION SCHEDULE
MARK
MANUFACTURER
MODEL #
DESCRIPTION
SIZE
DEFLECTION
BORDER
COLOR
REMARKS
A
TITUS
TMS
SUPPLY DIFFUSER
12x12
4—WAY
LAY —IN
WHITE
2
B
TITUS
50F
EXHAUST GRILLE
12x12
EGG GRATE
LAY —IN
WHITE
1
NOTE:
1 BUTTERFLY DAMPER TITUS AG-85
2 OPPOSED BLADE DAMPER TITUS AG-15—AA.
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GENERAL REQUIREMENTS
A. GENERAL
1. CONFORM TO ALL GENERAL AND SPECIAL CONDITIONS OF CONTRACT AS SPECIFIED BY SITE ENGINEERS AND/OR
OWNER.
2. VISIT SITE, CHECK FACILITIES AND CONDITIONS AND MAKE ALL NECESSARY OBSERVATIONS AND MEASUREMENTS.
NOTE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED AND TAKE ALL ITEMS INTO CONSIDERATION IN BID.
3. SYSTEMS ARE TO BE COMPLETE AND WORKABLE IN ALL RESPECTS, PLACED IN OPERATION AND PROPERLY
ADJUSTED.
4. CONTRACTOR SHALL PROVIDE HIS OWN CLEAN-UP, REMOVAL AND LEGAL DISPOSAL OF ALL RUBBISH DAILY.
5. CONTRACTOR SHALL PROTECT HIS WORK, HIS EXISTING AND ADJACENT PROPERTY AGAINST WEATHER.
6. CONTRACTOR SHALL PROTECT HIS WORK, MATERIALS, APPARATUS AND FIXTURES FROM DAMAGE. ANY WORK
DAMAGED BY FAILURE TO PROVIDE PROTECTION REQUIRED, SHALL BE REMOVED AND REPLACED WITH NEW MATERIAL
AT THE CONTRACTOR'S EXPENSE.
7. ARRANGE FOR AND OBTAIN OWNER'S AND INSURANCE REPRESENTATIVE'S PERMISSION FOR ANY SERVICE
SHUTDOWNS.
8. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, SEQUENCES OF
CONSTRUCTION AND THE SAFETY OF WORKMEN.
9. NO PIPING, DUCTWORK, WIRING, ETC. SHALL BE INSTALLED OR ROUTED ABOVE ELECTRICAL PANELS AND EQUIPMENT.
10. THE CONTRACTOR SHALL COORDINATE AND OBTAIN A WRITTEN APPROVAL IDENTIFYING THE ELECTRICAL
CHARACTERISTICS OF ALL MECHANICAL EQUIPMENT PRIOR TO ORDERING OF EQUIPMENT. NO ADDITIONAL PAYMENT
WILL BE MADE FOR LACK OF CONTRACTOR COORDINATION OF ELECTRICAL CHARACTERISTICS.
11. DURING CONSTRUCTION THE CONTRACTOR MAY UNCOVER AN EXISTING CONDITION THAT WILL HAVE TO BE
MODIFIED. ANY SUCH WORK WHICH COMES UNDER THE JURISDICTION OF THIS CONTRACTOR SHALL BE DONE BY THIS
CONTRACTOR WITHOUT EXTRA COST TO THE OWNER, AS THOUGH FULLY DETAILED ON PLANS AND/OR DESCRIBED
IN THE SPECIFICATIONS.
12. ALL DIMENSIONS, MEASUREMENTS AND PROJECT CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BY
THE CONTRACTOR. REFER ALL DIFFERENCES, IN WRITING, TO THE OWNER'S REPRESENTATIVE FOR CONSIDERATION
PRIOR TO PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BEAR THE COST OF RECTIFYING WORK NOT
APPROVED BY THE OWNER'S REPRESENTATIVE, CAUSED BY LACK OF COORDINATION AND OR NOTIFICATION.
13. INSTALL ALL EQUIPMENT IN FULL ACCORDANCE WITH LOCAL CODE REQUIREMENTS, OTHER SPECIFICATION SECTION
REQUIREMENTS, AND MANUFACTURER RECOMMENDATIONS.
B. CODES, PERMITS, STANDARDS AND REGULATIONS
1. CONFORM TO ALL APPLICABLE CODES (LOCAL, STATE, NATIONAL CODES, NFPA, OSHA, ETC.). GOVERNMENT
REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND APPLICABLE STANDARDS.
2. OBTAIN PERMITS AND PAY ALL FEES, ARRANGE FOR ALL REQUIRED INSPECTIONS AND APPROVALS.
C. DRAWINGS
1. THE SYSTEMS AS SHOWN ON PLUMBING DRAWINGS ARE DIAGRAMMATIC. CONFIRM ALL DIMENSIONS BY FIELD
MEASUREMENT.
2. THE EXACT LOCATIONS FOR FIXTURES, EQUIPMENT AND PIPING WHICH IS NOT COVERED BY DRAWINGS, SHALL BE
OBTAINED FROM THE SITE ENGINEERS OR HIS REPRESENTATIVE IN THE FIELD AND THE WORK SHALL BE LAID OUT
ACCORDINGLY.
D. BASE EQUIPMENT, MATERIALS AND SUBSTITUTIONS.
1. ALL EQUIPMENT AND MATERIALS SHALL BE NEW, FREE OF DEFECTS AND U.L. LABELED.
2. BASE BID MANUFACTURERS ARE INCLUDED IN THE SPECIFICATIONS OR LISTED IN THE NAME OR MAKE OF ANY
ARTICLE, DEVICE, MATERIAL, FORM OF CONSTRUCTION, FIXTURE, ETC. STATED IN THIS SPECIFICATIONS, WHETHER OR
NOT THE WORDS "OR APPROVED EQUAL" ARE USED, SHALL BE KNOWN AS A "STANDARD".
3. ALL PROPOSALS SHALL BE BASED ON "STANDARDS" SPECIFIED.
4. THE EQUIPMENT SCHEDULES ON THE DRAWINGS INDICATE MANUFACTURERS EQUIPMENT MODEL NUMBERS THAT
THIS DESIGN HAS BEEN BASED ON. THE USE OF OTHER MANUFACTURES EQUIPMENT THAT IS LISTED AS ACCEPTABLE
ALTERNATES AND REFLECTS ANY ADDITIONAL COST OF SUCH CHANGES SHALL BE PAID BY THE CONTRACTOR.
5. SUBSTITUTIONS ARE SUBJECT TO THE APPROVAL OF THE OWNER. IF A SUBSTITUTION IS SUBMITTED, IT IS THE
CONTRACTOR'S RESPONSIBILITY TO EVALUATE IT AND CERTIFY THAT THE SUBSTITUTION IS EQUIVALENT IN ALL
RESPECTS TO THE BASE SPECIFICATIONS.
6. COORDINATE ALL APPROVED SUBSTITUTIONS. ANY COSTS RESULTING FROM SUBSTITUTION SHALL BE THE
RESPONSIBILITY OF AND PAID FOR BY THE CONTRACTOR. APPROVED SHOP DRAWINGS DO NOT ABSOLVE THIS
CONTRACTOR FROM THIS RESPONSIBILITY.
E. ALL EQUIPMENT SHALL BE INSTALLED IN FULL ACCORDANCE WITH THE MANUFACTURER'S DATA AND INSTALLATION
INSTRUCTIONS. IT IS THIS CONFORM THESE REQUIREMENTS PRIOR TO STARTING WORK.
F. WARRANTY
1. FULLY WARRANT ALL MATERIALS, EQUIPMENT AND WORKMANSHIP FOR (1) YEAR FROM DATE OF ACCEPTANCE.
2. EXTEND ALL MANUFACTURERS' WARRANTIES TO OWNER.
3. REPAIR OR REPLACE WITHOUT CHARGE TO THE OWNER ALL ITEMS FOUND DEFECTIVE DURING THE WARRANTY
PERIOD. IN THE CASE OF REPLACEMENT OR REPAIR DUE TO FAILURE WITHIN THE WARRANTY PERIOD, THE WARRANTY
ON THAT PORTION OF THE WORK SHALL BE EXTENDED FOR A MINIMUM PERIOD OF ONE (1) YEAR FROM THE DATE OF
SUCH REPLACEMENT OR REPAIR.
G. SHOP DRAWING SUBMITTALS
1. SUBMIT SHOP DRAWINGS FOR PLUMBING SYSTEMS, INCLUDING BUT NOT LIMITED TO FIXTURES AND EQUIPMENT WITH
ADEQUATE DETAILS AND SCALES TO CLEARLY SHOW CONSTRUCTION. INDICATE THE OPERATING CHARACTERISTICS
FOR EACH REQUIRED ITEM. CLEARLY IDENTIFY EACH ITEM ON THE SUBMITTAL AS TO MARK, LOCATION AND USE, USING
SAME IDENTIFICATION AS PROVIDED ON THE CONSTRUCTION DOCUMENTS.
2. CONTRACTOR SHALL REVIEW AND INDICATE HIS APPROVAL OF EACH SHOP DRAWINGS PRIOR TO SUBMITTAL FOR
REVIEW. SHOP DRAWINGS WILL NOT BE REVIEWED BY THE ENGINEER UNLESS THE CONTRACTOR'S APPROVAL IS
NOTED. DO NOT START WORK OR FABRICATION UNTIL SHOP DRAWINGS HAVE BEEN REVIEWED BY THE ENGINEER AND
RETURNED TO THE CONTRACTOR.
3. SUBMITTALS WILL BE REVIEWED ONLY FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS AND NOT FOR
DIMENSIONS OR QUANTITIES. THE SUBMITTAL REVIEW SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY
FOR PURCHASE OF ANY ITEM IN FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS OR ITS COMPLETE AND PROPER
INSTALLATION.
4. WHERE SUBMITTALS VARY FROM THE CONTRACT REQUIREMENTS, THE CONTRACTOR SHALL CLEARLY INDICATE ON
SUBMITTAL OR ACCOMPANYING DOCUMENTS THE NATURE AND REASON FOR THE VARIATIONS.
5. EACH MANUFACTURER OR HIS REPRESENTATIVE MUST CHECK THE APPLICATION OF HIS EQUIPMENT AND CERTIFY AT
TIME OF SHOP DRAWING SUBMITTAL THAT THE EQUIPMENT SPECIFIED HAS BEEN PROPERLY APPLIED AND CAN BE
INSTALLED, SERVICED AND MAINTAINED WHERE INDICATED ON THE DRAWINGS. ADVISE ENGINEER IN WRITING WITH
SUBMITTAL DRAWINGS OF ANY POTENTIAL PROBLEMS. THE MANUFACTURER SHALL BE RESPONSIBLE FOR ANY
CHANGES THAT MIGHT BE NECESSARY BECAUSE OF PHYSICAL CHARACTERISTICS OF EQUIPMENT THAT HAVE NOT
BEEN CALLED TO THE ENGINEER'S ATTENTION AT THE TIME OF SUBMITTAL.
BASIC MATERIALS AND METHODS
A. GENERAL
1. THIS SECTION INCLUDES BASIC PLUMBING MATERIALS AND METHODS TO COMPLEMENT OTHER SECTIONS IN THIS
SPECIFICATION AND REQUIREMENTS INDICATED ON THE MECHANICAL DRAWINGS.
B. SUPPORTS AND HANGERS
1. INSTALL HANGERS, SUPPORTS, CLAMPS AND ATTACHMENTS AS REQUIRED TO PROPERLY SUPPORT PIPING FROM
BUILDING STRUCTURE. THE INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS OF MSS SP-69 AND SP-89.
C. ESCUTCHEONS
1. FIT ALL PIPE PASSING THROUGH WALLS, FLOORS OR CEILINGS IN FINISHED ROOMS WITH STEEL OR BRASS
ESCUTCHEONS. WHERE SURFACE IS TO RECEIVE A PAINT FINISH, MAKE ESCUTCHEONS PRIME PAINTED; OTHERWISE
MAKE ESCUTCHEONS NICKEL OR CHROME PLATED. WHERE PIPING IS INSULATED, FIT ESCUTCHEONS OUTSIDE
INSULATION.
D. IDENTIFYING DEVICES AND LABELS
1. PROVIDE METAL EQUIPMENT NAMEPLATES PERMANENTLY FASTENED TO EQUIPMENT WITH PERATIONAL DATA
ENGRAVED OR STAMPED.
2. IDENTIFY ALL PIPES AND VALVES UNEXPOSED AREAS, AND ACCESSIBLE CEILINGS AND SHAFTS.
3. COLOR CODE IDENTIFICATION BANDS OR MARKER BACKGROUNDS TO IDENTIFY CONTENTS OF PIPE AND DIRECTION
OF FLOW LOCATED NEAR EACH VALVE AND FITTING, ON BOTH SIDES OF PIPE PASSING THROUGH WALLS AND ON LONG
RUNS AT NOT OVER 20 FOOT INTERVALS.
E. CUTTING, PATCHING AND DRILLING
1. PATCH AND FINISH TO MATCH ADJACENT AREAS THAT HAVE BEEN CUT, DAMAGED OR MODIFIED AS A RESULT OF THE
INSTALLATION OF THE MECHANICAL SYSTEMS.
2. EXACT LOCATION OF ROOF TOP MECHANICAL UNITS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER.
CONTRACTOR SHALL FURNISH AND INSTALL ALL SUPPLEMENTAL SUPPORT STEEL FOR EQUIPMENT AND ROOF
PENETRATIONS AFTER APPROVAL OF STRUCTURAL ENGINEER.
INSULATION
A. PLUMBING INSULATION (AS MANUFACTURED BY OWENS CORNING, KNAUF, SCHULLER OR CERTAINTEED)
1.INSULATE ALL ABOVE GRADE HOT AND COLD WATER PIPING WITH MOLDED FIBER GLASS HAVING AN ALL SERVICE JACKET.
B. INSULATION THICKNESS SCHEDULE: 1) LESS THAN 2" DIAMETER PIPE: 1" THICK-HW ANDZ' THICK-CW; 2) 2"-8" DIAMETER
PIPE: 1-1/2" THICK.
1.INSULATE ALL ABOVE -GRADE, HORIZONTAL RAIN CONDUCTORS AND ROOF DRAIN SUMPS WITH ONE (1) INCH THICK MOLDED
FIBER GLASS HAVING TYPE ASJ JACKET AND MANUFACTURED BY OWENS-CORNING FIBERGLASS COMPANY.
2.INCLUDE INSULATION OF FITTINGS AND VALVES. KEEP VAPOR BARRIERS INTACT. APPLY TO MANUFACTURER'S
RECOMMENDATIONS.
PIPING AND VALVES
A. GENERAL
1. LABEL ALL PIPING AND SHOW DIRECTION OF FLOW EVERY 20 FEET ON CENTER.
B. CONNECTIONS TO EQUIPMENT
1. PROVIDE VALVED WATER CONNECTION FOR EQUIPMENT.
2.INCLUDE ACCESSORIES REQUIRED BY CODE, DRAWING OR MANUFACTURER'S INSTRUCTIONS.
C. SANITARY AND STORM SEWERS
1. PVC PIPING SHALL NOT BE INSTALLED UNLESS PERMITTED BY CODE.
2. SANITARY/STORM SEWER AND VENT MATERIAL SHALL BE AS FOLLOWS:
3. AS PART OF THE FINAL INSPECTION PROCESS, THE GENERAL CONTRACTOR SHALL SCHEDULE AND PAY FOR A COMPLETE
SEWER LINE VIDEO INSPECTION. PROVIDE A DVD COPY OF THE ENTIRE VIDEO INSPECTION TO THE OWNER.
D. ABOVE GRADE SANITARY/STORM SEWER AND VENT MATERIAL SHALL BE AS FOLLOWS: (EXISTING TIE-IN FOR ROOF DRAIN IS
SCH 40 PVC)
1. NO -HUB CAST IRON PIPE CISPI 1-301-78.
2. PVC-DWV PLASTIC ASTM D1785 WITH ASTM D2665 DWV SOLVENT WELD SOCKET FITTINGS.
3. SCHEDULE 40 GALVANIZED STEEL PIPE, ASTM A120-83 WITH CAST IRON SCREWED FITTINGS ANSI B16.22 1983.
E. SITE STORM AND SANITARY SEWERS
1. UP TO 15" - PVC PLASTIC ASTM D3034 SDR 35 WITH ASTM D3212 GASKET JOINTS.
F. DOMESTIC WATER PIPING
1. INSTALL DOMESTIC WATER PIPING AS INDICATED ON DRAWINGS. INCLUDE ALL FITTINGS, VALVES, HANGERS AND
OTHER ACCESSORIES INCLUDING WATER METER AND BACKFLOW PREVENTER. EXTEND DOMESTIC WATER PIPING TO
ALL FIXTURES AND EQUIPMENT REQUIRED FOR COMPLETE INSTALLATION.
1. INCLUDE UNIONS, OR OTHER DISCONNECT MEANS, STOPS OR VALVES FOR ISOLATION OF FIXTURES AND EQUIPMENT.
VALVES TO BE FULLY COMPATIBLE WITH PIPING FOR SERVICE INTENDED AS MANUFACTURED BY NIBCO, CRANE OR
MILWAUKEE. INCLUDE HOSE OR DRAIN VALVES AT LOW POINTS WHERE FIXTURES CANNOT BE USED FOR DRAINAGE.
2. DOMESTIC WATER PIPING SHALL BE AS FOLLOWS:
a. ABOVE GRADE - TYPE "L" HARD COPPER ASTM B88-832 WITH WROUGHT COPPER FITTINGS ASTM B16.22 1980 AND
NON -LEAD OR ANTIMONY SOLDER JOINTS.
b. BELOW GRADE - TYPE "K" SOFT COPPER WITHOUT JOINTS.
C. FLUSH, VENT AND SANITIZE ALL WATER PIPING WITH CHLORINE AS REQUIRED PER AWWA, LOCAL BUILDING
DEPARTMENT AND HEALTH DEPARTMENT CODES.
d. DOMESTIC HOT AND COLD WATER PIPING UNDER CONCRETE FLOOR TO BE COVERED WITH SAND SO THAT
PIPING WILL NOT BECOME EMBEDDED IN THE FLOOR SLAB.
4. ALL PIPING UNDER CONCRETE FLOOR SHALL BE TYPE "K" SOFT COPPER, CONTINUOUS. NO SPLICES OR FITTINGS WILL
BE ALLOWED.
5. EXTREME CAUTION MUST BE TAKEN SO THAT NO COPPER PIPING AND INSULATION UNDER CONCRETE FLOORS
BECOMES CRUSHED, CUT, SPLIT OR DEFORMED DURING THE POURING OF THE FLOOR SLAB.
6. ALL PIPING UNDER CONCRETE FLOORS SHALL BE COVERED INSIDE A PVC PIPE
G. PIPE SUPPORTS
1. PIPE SUPPORTS FOR HOT PIPE SHALL BE ANVIL FIG. 181 OR EQUAL.
2. PIPE SUPPORTS FOR NATURAL GAS SHALL BE ANVIL FIG. 260 OR EQUAL.
PLUMBING SYSTEMS AND EQUIPMENT 0 ISO 114P
A. GENERAL �`�
e G ® AO' oOr
1. CONTRACTORS BIDDING THIS PROJECT SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS
AFFECTING THEIR WORK. SUBMISSION OF A BID ON THIS PROJECT SHALL BE CONSTRUED AS HAVING SUCH
KNOWLEDGE.
2. VERIFY EXACT CONDITIONS IN FIELD AND COORDINATE WITH THESE DRAWINGS AND OTHER TRADES BEFORE
BEGINNING NEW WORK.
3. DETERMINE EXACT LOCATIONS FOR ALL EQUIPMENT, PIPING, CONDUITS AND DUCTWORK IN FIELD.
4. COORDINATE WORK OF THIS CONTRACT WITH OTHER TRADES. CONFLICTS SHALL IMMEDIATELY BE BROUGHT TO THE
ATTENTION OF THE SITE ENGINEERS. SITE ENGINEERS RESOLUTION TO CONFLICTS SHALL BE FINAL.
5. ANY DISCREPANCIES BETWEEN WHAT IS SHOWN ON DRAWINGS OR SPECIFIED AND THE ACTUAL CONDITIONS IN THE
FIELD SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE SITE ENGINEERS BEFORE PROCEEDING.
6. BUILDING AND SURFACES DAMAGED DURING INSTALLATION SHALL BE REPAIRED, REPLACED, AND/OR RESTORED TO
ORIGINAL CONDITION AFTER COMPLETION OF WORK AND BEFORE ACCEPTANCE BY OWNER.
B. EQUIPMENT It is a violation of the law for
any person, unless acting under
the direction of a licensed
1. PLUMBING CONTRACTOR TO FURNISH ALL PLUMBING EQUIPMENT INDICATED AND/OR SCHEDULED ON THE DRAWINGS Architect, Engineer or Land
Surveyor, to alter an item in
COMPLETE WITH BASES, ISOLATORS, SUPPORTS AND OTHER REQUIRED ACCESSORIES, any way. Plans, maps,
2. INSTALL COMPLETE AND PLACE IN PROPER OPERATION PER MANUFACTURER'S RECOMMENDATIONS, LUBRICATE AND reports�n�ottionscontainingea' eddink
ADJUST AS REQUIRED. FURNISH AND INSTALL CLEAN SET OF FILTERS PRIOR TO BALANCING. seal imprint on the cover sheet
accompanied by an original
3. EQUIPMENT TO BE MADE AND MODEL AS SCHEDULED UNLESS ALTERNATE EQUIPMENT OF EQUIVALENT QUALITY AND signature by the licensed
professional may have been
PERFORMANCE IS LIAS A SUBSTITUTIOPRIOR TO
fraudulently
ACCEPTANCE WITHOUT QUALIFICATION BY OWNER, ENGINEER AND BIDDING. tl
S TE ENGINEERS.
ARE SUBJECT TO copy. Copyright Protected 2018,
not be considered an original
Larson Design Group.
PLUMBING INSTRUMENTS AND CONTROLS
A. GENERAL
1. AFTER INSTALLATION, CHECK ALL EQUIPMENT AND PERFORM START UP IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS.
2. ALL PIPING SHALL BE TESTED AND FREE OF LEAKS AS REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION.
3. WORK THAT IS SCHEDULED TO BE CONCEALED OR INSULATED SHALL REMAIN UNCOVERED UNTIL REQUIRED TESTS
HAVE BEEN COMPLETED. IF THE CONSTRUCTION SCHEDULE REQUIRES, ARRANGE FOR TESTS ON SECTIONS OF THE
SYSTEM AT A TIME.
4. BALANCE ALL SYSTEMS, CALIBRATE CONTROLS, CHECK FOR PROPER OPERATION AND SEQUENCE UNDER ALL
CONDITIONS AND MAKE ALL NECESSARY ADJUSTMENTS.
5. INSTRUCT OWNER IN OPERATION OF SYSTEMS AND SUBMIT OPERATING AND MAINTENANCE MANUAL FOR ALL
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EQUIPMENT AND SYSTEMS.
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6. SUBMIT AIR AND WATER BALANCE REPORT FROM INDEPENDENT AABC OR NEBB CERTIFIED SUBCONTRACTOR FOR
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1. AFTER EQUIPMENT IS PLACED IN OPERATION, SYSTEMS SHALL BE BALANCED WITH REPORT SUBMITTED TO OWNER.
a.
2. START UP AND PLACE ALL SYSTEMS IN OPERATION AND TAG ALL SWITCHES AND CONTROLS WITH PERMANENT
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LABELS INSTRUCT OWNER ON PROPER OPERATION AND PREVENTATIVE MAINTENANCE OF SYSTEM.
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PROJECT NO. 11979-002
DRAWN BY EBG
APPV'D BY RJG
PLUMBING
SPECIFICATIONS
SHEET NO.
P0.1
GENERAL NOTES:
A. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO ANY REMOVAL OR
INSTALLATION.
B. ALL PLUMBING LINES NOT BEING REUSED ARE TO BE REMOVED, CAPPED —OFF OR
TERMINATED BELOW SLAP, ABOVE CEILING, OR WITHIN REMAINING WALLS.
C. CONTRACTOR TO VERIFY EXACT TIE IN POINT AND INVERT.
D. CAMERA LINES AS REQ'D TO VERIFY DIRECTION OF FLOW. VERIFY EXACT LOCATION
IN FIELD.
E. CONTRACTOR TO VERIFY EXISTING WATER RISER, BACKFLOW PREVENTER, DOUBLE
CHECK VALVE, AND METER ARE EXISTING. VERIFY CODE AND WATER AUTHORITY
COMPLIANCE. MODIFY EXISTING / INSTALL NEW IF / AS REQ'D.
KEYED NOTES x0
1. REMOVE EXISTING LAVATORY AS SHOWN. PREPARE FIXTURE FOR RELOCATION. REF:
P1.0.
2. SAWCUT / TRENCH AS REQ'D TO CONNECT NEW SANITARY LINE BACK TO EXISTING.
G.C. TO VERIFY EXACT LOCATION IN FIELD. REF: 2/D1.0 FOR POUR BACK DETAIL.
3. EXISTING MOP SINK AND WATER HEATER ABOVE TO REMAIN.
4. EXSTING PIPE TO REMAIN.
5. EXISTING WATER CLOSET TO REMAIN. CLEAN AS REQUIRED.
DEMOLITION PLAN(A)PLUMBING
SCALE: 1 /4"=V-0"
of P4c
O
0092168 V =
0 /201 El
It is a violation of the law for
any person, unless acting under
the direction of a licensed
Architect. Engineer or Land
Surveyor, to alter an item in
any way. Plans, mops,
specifications, studies, and
reports not containing a red ink
seal imprint on the cover sheet
accompanied by an original
signature by the licensed
professional may have been
fraudulently altered and shall
not be considered an original
copy. Copyright Protected 2018,
Larson Design Group.
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PROJECT NO. 11979-002
DRAWN BY EB G
APPYD BY RJG
PLUMBING
DEMOLITION PLAN
SHEET NO.
PD1.a
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Architect, Engineer or Land
Surveyor, to alter an Item in
4" any way. Plans. maps,
specifications, studies, and
reports not containing a red Ink
SANITARY PIPING RISER seal imprint on the laver sheet
accompanied by an original
signature by the licensed
Z Q professional may have been
SCALE: fraudulently altered and shall
l� not be considered an original
copy. Copyright Protected 2018,
P1 1
Larson Design Group.
" SALES
RESTROOM 101
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DOMESTIC WATER PIPING PLAN � W a i
2 SCALE: 3/8"-1'-0" SANITARY SEWER W Q M to
Z 0 � o r ��i,
- DOMESTIC COLD WATER O 5 LO o
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DOMESTIC HOT WATER o o
KEYED NOTES ❑x GENERAL NOTES - - 0 J o a
1. INSTALL NEW PLUMBING FIXTURE IN LOCATION A. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR - - - - - - PLUMBING VENT r
SHOWN. VERIFY SIZE AND POINT OF CONNECTION IN TO ANY INSTALLATION.
FIELD. B. THE PLUMBING SYSTEM (SANITARY, WASTE �I�— UNION
2. EXISTING MOP SINK AND WATER HEATER ABOVE TO DISTRIBUTION) AND ALL ASSOCIATED EQUIPMENT WILL
REMAIN. FIXTURE SHALL BE CLEANED AS REQUIRED BE INSTALLED AND MAINTAINED IN ACCORDANCE
TO LIKE NEW CONDITION. SHOULD ANY FIXTURES WITH THE FULL REQUIREMENTS OF THE PLUMBING G ELBOW - TURNED DOWN
REQUIRE REPLACEMENT, CONTRACTOR SHALL CODE.
IMMEDIATELY NOTIFY OWNER'S REPRESENTATIVE AND C. DO NOT RUN PIPING ABOVE ELECTRICAL PANELS OR o ELBOW - TURNED UP
SUBMIT A WRITTEN COST PROPOSAL TO REPLACE IN CODE REQUIRED CLEARANCE SPACES. COORDINATE
INCLUDING A TIME ESTIMATE TO COMPLETE REPAIRS. ALL ROUTES WITH ALL TRADES PRIOR TO TEE - TURNED DOWN
CONTRACTOR SHALL ALSO ROD DRAINS TO INSURE INSTALLATION.
PROPER FLOW. D. CONTRACTOR TO VERIFY EXACT TIE IN POINT AND
3• CONNECT NEW 4" SANITARY LINE TO EXISTING MIN. INVERT IN FIELD. o TEE -TURNED UP
4" SANITARY LINE. VERIFY SIZE AND POINT OF E. VENTS THROUGH ROOF SHALL NOT BE LOCATED
CONNECTION IN FIELD. WITHIN 10'-0" OF OUTSIDE AIR SUPPLIES. VENTS GATE VALVE
4• CONNECT NEW 1/2" WATER TO EXISTING 1/2" MIN. SHALL BE LOCATED NO CLOSER THAN 5'-0" TO ANY ��
COLD WATER AND HOT WATER LINE. VERIFY SIZE PARAPET. BALL VALVE
AND POINT OF CONNECTION IN FIELD. F. MINIMUM U/G WASTE PIPING SHALL BE Y.
5 CONNECT BACK TO NEAREST EXISTING SANITARY G. CONTRACTOR TO VERIFY EXISTING WATER RISER, CHECK VALVE PROJECT NO. 11979-002
VENT LINE. VERIFY EXACT LOCATION IN FIELD. BACKFLOW PREVENTER, DOUBLE CHECK VALVE, AND
METER ARE EXISTNG. VERIFY CODE AND WATER �>cSHUT-OFF VALVE DRAWN BY EBG
6. EXISTING LAVATORY TO BE RELOCATED. FIXTURE AUTHORITY COMPLIANCE. MODIFY EXISTING / INSTALL IN VERTICAL LINE
SHALL BE CLEANED AS REQUIRED TO "LIKE NEW" NEW IF / AS REQ'D. APPN'D BY RJG
CONDITION. SHOULD ANY FIXTURES REQUIRE T WCO WALL CLEANOUT
REPLACEMENT, CONTRACTOR SHALL IMMEDIATELY H. CAMERA LINES AS REQ'D TO VERIFY DIRECTION OF
NOTIFY OWNER'S REPRESENTATIVE AND SUBMIT A FLOW. VERIFY EXACT LOCATION IN FIELD. -O 0 DOUBLE CLEANOUT PLUMBING PLAN &
WRITTEN COST PROPOSAL TO REPLACE INCLUDING A DETAILS
SHEET NO.
TIME ESTIMATE TO COMPLETE REPAIRS. CONTRACTOR ® EXISTING METER
SHALL ALSO ROD DRAINS TO INSURE PROPER FLOW. 1
NPLAN ORTH P1O
PLUMBING FIXTURE SCHEDULE
CONNECTIONS
MARK
DESCRIPTION
MANUFACTURER
MODEL #
NOTES
WASTE
VENT
COLD
HOT
FURNISH ADA CLOSET &TANK, ADA OPEN FRONT
SEAT, FLOOR FLANGE, CLOSET BOLTS &CAPS, WAX
P1
WATER CLOSET
ZURN
Z5560
4"
2"
1/2"
-
RING, SUPPLY STOP &TUBE. FLUSH CONTROL MUST
BE LOCATED ON THE WIDE SIDE OF THE WC (SIDE
OPPOSITE THE WALL)
Z5340 METERING
FURNISHED WITH LAVATORY, ZURN Z86660 GOOSE.
P2
LAVATORY
ZURN
FAUCET ON 4"
2"
1-1/2"
1/2"
1/2"
NECK FAUCET, SELF CLOSING/METERING WALL
CENTERS
HANGER KIT, SUPPLY STOP AND TUBES, DRINK KIT &
TAILPIECE.
P3
EXISTING MOP
--
BASIN
P4
RELOCATED
-
LAVATORY
�
EXISTING WATER
HEATER
EXISTING WORK
A. PRIOR TO CONSTRUCTION & INSTALLATION, CONTRACTOR TO VERIFY EXISTING CONDITIONS AND
NOTIFY ARCHITECT/ENGINEER OF CONFLICTS OR CONDITIONS WHICH INTERFERE WITH INSTALLATION
AS SET FORTH IN CONTRACT DOCUMENTS.
B. CONTRACTOR RESPONSIBLE FOR ALL NEW FLOOR OPENINGS, EXCAVATIONS, AND
PENETRATIONS,UNLESS SPECIFICALLY NOTED. UNLESS SPECIFICALLY NOTED, UPON COMPLETION,
ALL PENETRATIONS TO BE SEALED TO MAINTAIN FIRE RATING AS SPECIFIED ON ARCHITECTURAL
DRAWINGS.
C. ALL CUTTING AND PATCHING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS
CLEARLY INDICATED AS PART OF ANOTHER PRIME CONTRACT.
D. COORDINATE ANY NEW ROOF PENETRATIONS WITH THE OTHER TRADES.
E. REMOVE, RELOCATE, AND EXTEND EXISTING INSTALLATIONS TO ACCOMMODATE NEW
CONSTRUCTION.
F. REPAIR ADJACENT CONSTRUCTION AND FINISHES DAMAGED DURING DEMOLITION AND EXTENSION
WORK.
G. MAINTAIN ACCESS TO EXISTING BOXES AND OTHER INSTALLATIONS REMAINING ACTIVE AND
REQUIRING ACCESS. MODIFY INSTALLATION OR PROVIDE ACCESS PANEL.
H. EXTEND EXISTING RACEWAY AND BOX INSTALLATIONS USING MATERIALS AND METHODS
COMPATIBLE WITH EXISTING ELECTRICAL INSTALLATIONS, OR AS SPECIFIED.
1. CLEAN AND REPAIR EXISTING COMPONENTS TO REMAIN OR TO BE REINSTALLED.
J. PROVIDE ACCESS TO EXISTING WIRING CONNECTIONS REMAINING ACTIVE AND REQUIRING ACCESS.
MODIFY INSTALLATION OR INSTALL ACCESS PANEL.
K. EXTEND EXISTING CIRCUITS USING MATERIALS AND METHODS COMPATIBLE WITH EXISTING
ELECTRICAL INSTALLATIONS, OR AS SPECIFIED.
L. RING OUT CIRCUITS IN EXISTING PANEL AFFECTED BY THE WORK. WHERE ADDITIONAL CIRCUITS ARE
NEEDED, REUSE CIRCUITS AVAILABLE FOR REUSE. INSTALL NEW BREAKERS.
M. TAG UNUSED CIRCUITS AS SPARE AND SWITCH BREAKER TO THE "OFF" POSITION.
N. WHERE EXISTING CIRCUITS ARE INDICATED TO BE REUSED, USE SENSING MEASURING DEVICES TO
VERIFY CIRCUITS FEEDING PROJECT AREA OR ARE NOT IN USE.
0. PROVIDE NEW UPDATED DIRECTORIES WHERE MORE THAN THREE CIRCUITS HAVE BEEN MODIFIED
OR REWIRED.
P. IDENTIFY SALVAGE ITEMS IN COOPERATION WITH OWNER. REMOVE AND PROTECT ITEMS TO BE
SALVAGED AND TURN OVER TO OWNER.
Q. CAREFULLY REMOVE EQUIPMENT, MATERIALS, OR FIXTURES WHICH ARE TO BE REUSED.
MINOR ELECTRICAL DEMOLITION
A. DEMOLITION DRAWINGS ARE BASED ON CASUAL FIELD OBSERVATION AND EXISTING RECORD
DOCUMENTS. REPORT DISCREPANCIES TO ARCHITECT/ENGINEER BEFORE DISTURBING EXISTING
INSTALLATION.
B. CEASE OPERATIONS IMMEDIATELY WHEN STRUCTURE APPEARS TO BE IN DANGER AND NOTIFY
ARCHITECT/ENGINEER. DO NOT RESUME OPERATIONS UNTIL DIRECTED.
C. VERIFY WIRING AND EQUIPMENT INDICATED TO BE DEMOLISHED SERVE ONLY ABANDONED
FACILITIES.
D. PROVIDE TEMPORARY EGRESS SIGNAGE AND EMERGENCY LIGHTING.
E. DISCONNECT ELECTRICAL SYSTEMS IN WALLS, FLOORS, AND CEILINGS SCHEDULED FOR REMOVAL.
REMOVE CONDUIT, WIRE, BOXES, AND FASTENING DEVICES TO AVOID ANY INTERFERENCE WITH NEW
INSTALLATION.
F. INSTALL TEMPORARY WIRING AND CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICE
DURING CONSTRUCTION.
G. REMOVE EXPOSED ABANDONED WIRE, CABLE, CONDUIT, GROUNDING AND BONDING COMPONENTS,
FASTENERS AND SUPPORTS, AND ELECTRICAL IDENTIFICATION COMPONENTS, INCLUDING
ABANDONED COMPONENTS ABOVE ACCESSIBLE CEILING FINISHES. CUT EMBEDDED CONDUITS
AND SUPPORT ELEMENTS FLUSH WITH WALLS AND FLOORS. PATCH SURFACES DAMAGED BY
REMOVAL OF EXISTING COMPONENTS.
H. DISCONNECT ABANDONED CIRCUITS AND OUTLETS AND REMOVE ABANDONED RACEWAY, OUTLETS,
BOXES, WIRE, AND CABLE INCLUDING ABOVE ACCESSIBLE CEILING FINISHES. CUT RACEWAY FLUSH
WITH WALLS AND FLOORS, AND PATCH SURFACES. REMOVE CONCEALED ABANDONED RACEWAY
TO ITS SOURCE.
I. RECONNECT EQUIPMENT BEING DISTURBED BY RENOVATION WORK AND REQUIRED FOR CONTINUED
SERVICE TO NEAREST AVAILABLE PANEL. REMOVE, RELOCATE, AND EXTEND EXISTING
INSTALLATIONS TO ACCOMMODATE NEW CONSTRUCTION.
J. REPAIR ADJACENT CONSTRUCTION AND FINISHES DAMAGED DURING DEMOLITION AND EXTENSION
WORK.
K. CLEAN AND REPAIR EXISTING EQUIPMENT TO REMAIN (AFFECTED BY THE SCOPE OF THE PROJECT)
OR TO BE REINSTALLED.
L. PROTECT AND RETAIN POWER TO EXISTING ACTIVE EQUIPMENT REMAINING.
M. CAP ABANDONED EMPTY CONDUIT AT BOTH ENDS AND MARK AS SPARE.
RACEWAY AND BOXES
A. PROVIDE RACEWAY AND BOXES LOCATED AS INDICATED, AND AT OTHER LOCATIONS REQUIRED
FOR SPLICES, TAPS, WIRE PULLING, EQUIPMENT CONNECTIONS, AND COMPLIANCE WITH
REGULATORY REQUIREMENTS. RACEWAY AND BOXES ARE SHOWN IN APPROXIMATE LOCATIONS
UNLESS DIMENSIONED. PROVIDE RACEWAY TO COMPLETE WIRING SYSTEM.
B. UNDERGROUND MORE THAN 5 FEET OUTSIDE FOUNDATION WALL: PROVIDE SCHEDULE 80 PVC.
PROVIDE CAST METAL BOXES OR NONMETALLIC HANDHOLES WHERE REQUIRED.
C. UNDERGROUND WITHIN 5 FEET FROM FOUNDATION WALL: PROVIDE RIGID STEEL CONDUIT OR
THICKWALL NONMETALLIC CONDUIT (SCHEDULE 80 PVC). PROVIDE CAST METAL OR NONMETALLIC
BOXES.
D. IN OR UNDER SLAB ON GRADE: PROVIDE THICK WALL NONMETALLIC CONDUIT. PROVIDE CAST OR
NONMETALLIC METAL BOXES.
E. OUTDOOR LOCATIONS, ABOVE GRADE: PROVIDE RIGID STEEL CONDUIT. PROVIDE CAST METAL OR
NONMETALLIC OUTLET, PULL, AND NEMA-3R RATED JUNCTION BOXES.
F. IN SLAB ABOVE GRADE: PROVIDE THICKWALL NONMETALLIC CONDUIT. PROVIDE CAST NONMETALLIC
BOXES.
G. WET AND DAMP LOCATIONS: PROVIDE THICKWALL NONMETALLIC CONDUIT. PROVIDE CAST METAL
OR NONMETALLIC OUTLET, NEMA-3R RATED JUNCTION, AND PULL BOXES. PROVIDE FLUSIMOUNTING
OUTLET BOX IN FINISHED AREAS.
H. CONCEALED DRY LOCATIONS: PROVIDE ELECTRICAL METALLIC TUBING. PROVIDE SHEET -METAL
BOXES. PROVIDE FLUSH MOUNTING OUTLET BOX IN FINISHED AREAS. PROVIDE HINGED
ENCLOSURE FOR LARGE PULL BOXES.
1. MINIMUM RACEWAY SIZE: 3/4 INCH UNLESS OTHERWISE SPECIFIED.
J. ARRANGE RACEWAY AND BOXES TO MAINTAIN HEADROOM AND PRESENT NEAT APPEARANCE.
GROUP RELATED RACEWAY, SUPPORT USING CONDUIT RACK; PROVIDE SPACE ON EACH FOR 25
PERCENT ADDITIONAL RACEWAYS.
K. RACEWAY ROUTING IS SHOWN IN APPROXIMATE LOCATIONS UNLESS DIMENSIONED. ROUTE TO
COMPLETE WIRING SYSTEM.
L. DO NOT SUPPORT RACEWAY WITH WIRE, PERFORATED PIPE STRAPS, CEILING SUPPORT WIRES OR
OTHER PIPING SYSTEMS.
M. ROUTE EXPOSED & ABOVE ACCESSIBLE CEILINGS RACEWAY PARALLEL AND PERPENDICULAR TO
WALLS.
N. DO NOT CROSS CONDUITS IN SLAB.
0. INSTALL NO MORE THAN EQUIVALENT OF THREE 90 DEGREE BENDS BETWEEN BOXES. INSTALL
CONDUIT BODIES TO MAKE SHARP CHANGES IN DIRECTION, AS AROUND BEAMS. INSTALL FACTORY
ELBOWS FOR BENDS IN METAL CONDUIT LARGER THAN 2 INCH SIZE.
P. AVOID MOISTURE TRAPS; INSTALL JUNCTION BOX WITH DRAIN FITTING AT LOW POINTS INCONDUIT
SYSTEM.
Q. INSTALL FITTINGS TO ACCOMMODATE EXPANSION AND DEFLECTION WHERE RACEWAY CROSSES
SEISMIC, CONTROL AND EXPANSION JOINTS.
R. INSTALL SUITABLE PULL STRING OR CORD IN EACH EMPTY RACEWAY EXCEPT SLEEVES AND
NIPPLES.
S. CLOSE ENDS AND UNUSED OPENINGS IN WIREWAY.
T. INSTALL PULL BOXES AND JUNCTION BOXES ABOVE ACCESSIBLE CEILINGS AND IN UNFINISHED
AREAS ONLY.
U. IN ACCESSIBLE CEILING AREAS: INSTALL OUTLET AND JUNCTION BOXES NO MORE THAN 6 INCHES
FROM CEILING ACCESS PANEL OR FROM REMOVABLE RECESSED LUMINAIRE.
V. LOCATE FLUSH MOUNTING BOX IN MASONRY WALL TO REQUIRE CUTTING OF MASONRY UNIT
CORNER ONLY. COORDINATE MASONRY CUTTING TO ACHIEVE NEAT OPENING.
W. DO NOT INSTALL FLUSH MOUNTING BOX BACK-TO-BACK IN WALLS; INSTALL WITH MINIMUM 6
INCHES SEPARATION. INSTALL WITH MINIMUM 24 INCHES SEPARATION IN ACOUSTIC RATED
WALLS.
X. DO NOT FASTEN BOXES TO CEILING SUPPORT WIRES OR OTHER PIPING SYSTEMS.
Y. SUPPORT BOXES INDEPENDENTLY OF CONDUIT.
Z. USE FLUSH MOUNTING OUTLET BOX IN FINISHED AREAS.
AA. SET FLOOR BOXES LEVEL AND FLUSH WITH FINISH FLOORING MATERIAL
AB. INSTALL CONDUIT TO PRESERVE FIRE RESISTANCE RATING OF PARTITIONS AND OTHER
ELEMENTS.
AC. ROUTE CONDUIT THROUGH ROOF OPENINGS FOR PIPING AND DUCTWORK OR THROUGH SUITABLE
ROOF JACK WITH PITCH POCKET
AD. ALIGN ADJACENT WALL MOUNTED OUTLET BOXES FOR SWITCHES, THERMOSTATS, AND SIMILAR
DEVICES.
ELECTRICAL SPECIFICATIONS
A. ALL ELECTRICAL WORK TO CONFORM TO:
1. NFPA 70 (NATIONAL ELECTRIC CODE) - CURRENT VERSION
2. NECA (NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION) - STANDARD OF INSTALLATION
3. NETA ATS (INTERNATIONAL ELECTRICAL TESTING ASSOCIATION) - ACCEPTANCE TESTING
SPECIFICATIONS FOR ELECTRICAL POWER DISTRIBUTION EQUIPMENT AND SYSTEMS.
4. NFPA 72 (NATIONAL FIRE PROTECTION ASSOCIATION - NATIONAL FIRE ALARM CODE).
5. ALL APPLICABLE LOCAL CODES.
B. ALL WORK SHOWN ON THIS DRAWING IS THE RESPONSIBILITY OF THE CONTRACTOR, UNLBaffARLY
INDICATED AS PART OF ANOTHER PRIME CONTRACT.
C. PROVIDE TEMPORARY POWER REQUIRED FOR ALL TRADES.
D. MATCH OWNERS EXISTING STANDARD EQUIPMENT.
E. COORDINATE WORK TO MINIMIZE OUTAGE DURATION.
F. OBTAIN ALL REQUIRED PERMITS & INSPECTIONS.
G. PROVIDE FOR ELECTRICAL INSPECTIONS AND SUBMIT REPORTS TO THE OWNER.
H. SUBMIT 0&M MANUALS TO OWNER UPON COMPLETION OF WORK.
I. PROVIDE TRAINING SESSION FOR DESIGNATED MAINTENEANCE PERSONNEL.
J. PROVIDE SUBMITTALS FOR ALL ELECTRICAL EQUIPMENT, EXCLUDING WIRE, CONDUIT, AND
FASTENERS.
1. HANDHOLES.
2. PANELBOARDS - SHOP DRAWINGS (INDICATE OUTLINE AND SUPPORT POINT DIMENSIONS,
VOLTAGE, MAIN BUS AMPACITY, INTEGRATED SHORT CIRCUIT AMPERE RATING, CIRCUIT
BREAKER AND FUSIBLE SWITCH ARRANGEMENT AND SIZES) AND CATALOG DATA SHOWING
SPECIFIED FEATURES OF STANDARD PRODUCTS.
3. ENCLOSED SWITCHES - SWITCH RATINGS AND ENCLOSURE DIMENSIONS.
4. DEVICES - MANUFACTURER'S CATALOG INFORMATION SHOWING DIMENSIONS, COLORS, AND
CONFIGURATIONS.
5. LUMINAIRES (INCLUDING EMERGENCY & EXIT FIXTURES) - CATALOG INFORMATION SHOWING
DIMENSIONS, RATINGS, AND PERFORMANCE DATA.
K. SELECT MATERIALS, SIZES, AND TYPES OF ANCHORS, FASTENERS, AND SUPPORTS TO CARRILOADS
OF EQUIPMENT AND RACEWAY, INCLUDING WEIGHT OF WIRE AND CABLE IN RACEWAY.
GROUNDING SYSTEMS
A. GROUNDING SYSTEM RESISTANCE: 25 OHMS.
B. GROUNDING SYSTEMS:
1. MECHANICAL CONNECTORS: BRONZE CONNECTORS, SUITABLE FOR GROUNDING AND
BONDING APPLICATIONS, IN CONFIGURATIONS REQUIRED FOR PARTICULAR
INSTALLATION.
C. EXOTHERMIC CONNECTIONS: EXOTHERMIC MATERIALS, ACCESSORIES, AND TOOLS FOR
PREPARING AND MAKING PERMANENT FIELD CONNECTIONS BETWEEN GROUNDING SYSTEM
COMPONENTS.
D. WIRE: STRANDED COPPER.
E. GROUNDING ELECTRODE CONDUCTOR: SIZE TO MEET NFPA 70 AND LOCAL MUNICIPALITY
REQUIREMENTS.
F. INSTALLATION:
1. EQUIPMENT GROUNDING CONDUCTOR: INSTALL SEPARATE, INSULATED CONDUCTOR
WITHIN EACH FEEDER AND BRANCH CIRCUIT RACEWAY. TERMINATE EACH END ON
SUITABLE LUG, BUS, OR BUSHING.
2. DO NOT FASTEN SUPPORTS TO PIPES, DUCTS, MECHANICAL EQUIPMENT, OR CONDUIT.
3. OBTAIN PERMISSION FROM ARCHITECT/ENGINEER BEFORE USING POWDER -ACTUATED
ANCHORS OR DRILLING OR CUTTING STRUCTURAL MEMBERS.
HANGERS AND SUPPORTS
A. ANCHORS & FASTENERS TO BE CORROSION RESISTANT.
B. ANCHOR AND FASTEN ELECTRICAL PRODUCTS TO BUILDING ELEMENTS AND FINISHES AS
FOLLOWS:
1. CONCRETE STRUCTURAL ELEMENTS: PROVIDE EXPANSION ANCHORS.
2. STEEL STRUCTURAL ELEMENTS: PROVIDE BEAM CLAMPS AND SPRING STEEL CLIPS.
3. CONCRETE SURFACES: PROVIDE EXPANSION ANCHORS.
4. HOLLOW MASONRY, PLASTER, AND GYPSUM BOARD PARTITIONS: PROVIDE TOGGLE BOLTS
AND HOLLOW WALL FASTENERS.
5. SOLID MASONRY WALLS: PROVIDE EXPANSION ANCHORS.
6. SHEET METAL: PROVIDE SHEET METAL SCREWS.
7. WOOD ELEMENTS: PROVIDE WOOD SCREWS.
C. SUPPORTS:
1. FABRICATE SUPPORTS FROM STRUCTURAL STEEL OR FORMED STEEL MEMBERS. RIGIDLY
WELD MEMBERS OR INSTALL HEXAGON HEAD BOLTS TO PRESENT NEAT APPEARANCE
WITH ADEQUATE STRENGTH AND RIGIDITY. INSTALL SPRING LOCK WASHERS UNDER
NUTS.
2. INSTALL SURFACE MOUNTED CABINETS AND PANELBOARDS WITH MINIMUM OF FOUR
ANCHORS.
3. IN WET AND DAMP LOCATIONS INSTALL STEEL CHANNEL SUPPORTS TO STAND CABINETS
AND PANELBOARDS 1 INCH OFF WALL.
4. INSTALL SHEET METAL CHANNEL TO BRIDGE STUDS ABOVE AND BELOW CABINETS AND
PANELBOARDS RECESSED IN HOLLOW PARTITIONS.
BUILDING WIRE AND CABLE
A. PROVIDE PRODUCTS AS FOLLOWS:
1. SOLID CONDUCTOR FOR FEEDERS AND BRANCH CIRCUITS 10 AWG AND SMALLER.
2. STRANDED CONDUCTORS FOR CONTROL CIRCUITS.
3. CONDUCTOR NOT SMALLER THAN #12 AWG FOR POWER AND LIGHTING CIRCUITS.
4. CONDUCTOR NOT SMALLER THAN #16 AWG FOR CONTROL CIRCUITS.
5. 10 AWG CONDUCTORS FOR 20 AMPERE, 120 VOLT BRANCH CIRCUITS LONGER THAN 75 FEET.
6. 10 AWG CONDUCTORS FOR 20 AMPERE, 277 VOLT BRANCH CIRCUITS LONGER THAN 200 FEET.
B. WIRING METHODS: PROVIDE THE FOLLOWING WIRING METHODS:
1. CONCEALED DRY INTERIOR LOCATIONS: USE ONLY BUILDING WIRE, TYPE THHN/THWN
INSULATION, IN RACEWAY.
2. ABOVE ACCESSIBLE CEILINGS: USE ONLY BUILDING WIRE, TYPE THHN/THWN INSULATION, IN
RACEWAY.
3. WET OR DAMP INTERIOR LOCATIONS: USE ONLY BUILDING WIRE, TYPE THHN/THWN INSULATION,
IN RACEWAY.
4. UNDERGROUND LOCATIONS: USE ONLY BUILDING WIRE, TYPE THHN/THWN INSULATION, IN
RACEWAY.
C. WIRE AND CABLE ROUTING INDICATED IS APPROXIMATE UNLESS DIMENSIONED. INCLUDE WIRE
AND CABLE LENGTHS WITHIN 10 FT OF LENGTH SHOWN.
D. COMPLETELY AND THOROUGHLY SWAB RACEWAY BEFORE INSTALLING WIRE.
E. NEATLY TRAIN AND LACE WIRING INSIDE BOXES, EQUIPMENT, AND PANELBOARDS.
F. SPECIAL TECHNIQUES --BUILDING WIRE IN RACEWAY:
1. PULL CONDUCTORS INTO RACEWAY AT SAME TIME.
2. INSTALL BUILDING WIRE 4 AWG AND LARGER WITH PULLING EQUIPMENT.
G. SPECIAL TECHNIQUES - CABLE:
1. PROTECT EXPOSED CABLE FROM DAMAGE.
2. SUPPORT CABLES ABOVE ACCESSIBLE CEILING, USING SPRING METAL CLIPS OR CABLE TIES
TO SUPPORT CABLES FROM STRUCTURE OR CEILING SUSPENSION SYSTEM. DO NOT REST
CABLE ON CEILING PANELS.
3. USE SUITABLE CABLE FITTINGS AND CONNECTORS.
H. SPECIAL TECHNIQUES - DIRECT BURIAL CABLE:
1. TRENCH AND BACKFILL FOR DIRECT BURIAL CABLE INSTALLATION. INSTALL WARNING TAPE
ALONG ENTIRE LENGTH OF DIRECT BURIAL CABLE, WITHIN 3 INCHES OF GRADE.
2. USE SUITABLE DIRECT BURIAL CABLE FITTINGS AND CONNECTORS.
1. SPECIAL TECHNIQUES - WIRING CONNECTIONS:
1. CLEAN CONDUCTOR SURFACES BEFORE INSTALLING LUGS AND CONNECTORS.
2. MAKE SPLICES, TAPS, AND TERMINATIONS TO CARRY FULL AMPACITY OF CONDUCTORS WITH
NO PERCEPTIBLE TEMPERATURE RISE.
3. TAPE UNINSULATED CONDUCTORS AND CONNECTORS WITH ELECTRICAL TAPE TO 150
PERCENT OF INSULATION RATING OF CONDUCTOR.
4. INSTALL SPLIT BOLT CONNECTORS OR MULTI -TAP BLOCKS FOR COPPER CONDUCTOR
SPLICES AND TAPS, 6 AWG AND LARGER.
5. INSTALL SOLDERLESS PRESSURE CONNECTORS WITH INSULATING COVERS FOR COPPER
CONDUCTOR SPLICES AND TAPS, 8 AWG AND SMALLER.
6. INSTALL INSULATED SPRING WIRE CONNECTORS WITH PLASTIC CAPS FOR COPPER
CONDUCTOR SPLICES AND TAPS, 10 AWG AND SMALLER.
7. TERMINATE EXISTING ALUMINUM CONDUCTORS WITH TIN-PLATED, ALUMINUM -BODIED
COMPRESSION CONNECTORS ONLY. FILL WITH ANTI -OXIDANT COMPOUND BEFORE INSTALLING
CONDUCTOR.
8. INSTALL SUITABLE REDUCING CONNECTORS OR MECHANICAL CONNECTOR ADAPTORS FOR
CONNECTING ALUMINUM CONDUCTORS TO COPPER CONDUCTORS.
J. GROUND CONDUCTORS:
1. FOR 6 AWG AND SMALLER: GREEN.
2. FOR 4 AWG AND LARGER: IDENTIFY WITH GREEN TAPE AT BOTH ENDS AND VISIBLE POINTS
INCLUDING JUNCTION BOXES.
K. ALL WIRING SHALL BE #12 CU UNLESS SPECIFIED OTHERWISE.
IDENTIFICATION
A. IDENTIFY ELECTRICAL COMPONENTS AS FOLLOWS:
1. ENGRAVED LAMINATED PLASTIC NAMEPLATE FOR EACH ELECTRICAL DISTRIBUTION,
CONTROL EQUIPMENT ENCLOSURE, AND COMMUNICATION CABINET.
2. CLOTH TYPE WIRE MARKER FOR EACH CONDUCTOR AT PANELBOARD GUTTERS, AND PULL
BOXES.
3. RACEWAY MARKER FOR EACH RACEWAY WHERE IT STUBS ABOVE THE CEILING OR BELOW
THE FLOOR.
4. UNDERGROUND WARNING TAPE ALONG LENGTH OF EACH UNDERGROUND RACEWAY OR
CABLE, 3" BELOW FINISHED GRADE. TAPE TO BE 4-INCH WIDE PLASTIC TAPE, DETECTABLE
TYPE, COLORED YELLOW WITH SUITABLE WARNING LEGEND DESCRIBING BURIED
ELECTRICAL LINES.
SEALING AND FIREPROOFING
EMERGENCY LED LIGHTING
A.
INSTALL FIRESTOPPING TO MAINTAIN ALL RATINGS AT ALL FIRE SEPARATIONS.
A.
MANUFACTURERS:
B.
FIRE RATED SURFACE:
1. AS SPECIFIED BY LIGHT FIXTURE SCHEDULE.
1. SEAL OPENING AT AS FOLLOWS:
B.
PRODUCT DESCRIPTION: SELF-CONTAINED LED EMERGENCY LIGHTING UNIT, WITH SELF -TEST DIAGNOSTICS.
C.
INSTALL 12 GAGE STEEL SLEEVE THROUGH OPENING AND EXTENDING BEYOND MINIMUM OF 1 INCH ON
C.
BATTERY: 12 VOLT, NICKEL -CADMIUM TYPE, WITH 1.5 HOUR CAPACITY.
EACH SIDE OF BUILDING ELEMENT.
D.
BATTERY CHARGER: DUAL -RATE TYPE, WITH SUFFICIENT CAPACITY TO RECHARGE DISCHARGED BATTERY TO FULL CHARGE WITHIN TWELVE HOURS.
D.
SIZE SLEEVE ALLOWING MINIMUM OF 1 INCH VOID BETWEEN SLEEVE AND BUILDING ELEMENT.
E.
HOUSING: WHITE PLASTIC.
E.
PACK VOID WITH BACKING MATERIAL.
F.
INDICATORS: LAMPS TO INDICATE AC ON AND RECHARGING, VOLTMETER TO INDICATE BATTERY VOLTAGE.
F.
SEAL ENDS OF SLEEVE WITH UL LISTED FIRE RESISTIVE SILICONE COMPOUND TO MEET FIRE RATING OF
G.
TEST SWITCH: TRANSFERS UNIT FROM EXTERNAL POWER SUPPLY TO INTEGRAL BATTERY SUPPLY.
STRUCTURE PENETRATED.
H.
AIM AND ADJUST LAMP FIXTURES TO PROVIDE OPTIMAL COVERAGE.
1. WHERE CABLE TRAY, BUS, CABLE BUS, CONDUIT, WIREWAY, OR TROUGH PENETRATES FIRE RATED
SURFACE, INSTALL FIRESTOPPING PRODUCT IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
EXIT
SIGNS
INSTRUCTIONS.
A.
MANUFACTURERS:
G.
NON -RATED SURFACES:
1. AS SPECIFIED IN LIGHT FIXTURE SCHEDULE.
1. SEAL OPENING THROUGH NON -FIRE RATED ROOF OPENING AS FOLLOWS:
B.
PRODUCT DESCRIPTION: EXIT SIGN FIXTURE, WITH SELF -TEST DIAGNOSTICS.
H.
INSTALL 12 GAGE STEEL SLEEVE THROUGH OPENING AND EXTENDING BEYOND MINIMUM OF 1 INCH ON
C.
FACE: STENCIL FACE WITH RED LETTERS.
EACH SIDE OF BUILDING ELEMENT.
D.
DIRECTIONAL ARROWS: UNIVERSAL TYPE FOR FIELD ADJUSTMENT.
I.
SIZE SLEEVE ALLOWING MINIMUM OF 1 INCH VOID BETWEEN SLEEVE AND BUILDING ELEMENT.
E.
MOUNTING: AS INDICATED ON DRAWINGS OR UNIVERSAL, FOR FIELD SELECTION.
J.
INSTALL TYPE OF FIRESTOPPING MATERIAL RECOMMENDED BY MANUFACTURER.
F.
BATTERY: 12 VOLT, NICKEL -CADMIUM TYPE, WITH 1.5 HOUR CAPACITY.
1. EXTERIOR WALL OPENINGS BELOW GRADE: ASSEMBLE RUBBER LINKS OF MECHANICAL SEAL TO
G.
BATTERY CHARGER: DUAL -RATE TYPE, WITH SUFFICIENT CAPACITY TO RECHARGE DISCHARGED BATTERY TO FULL CHARGE WITHIN TWELVE HOURS.
SIZE OF CONDUIT AND TIGHTEN IN PLACE, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
H.
LAMPS: LED.
I.
INPUT VOLTAGE: 120 VOLTS.
PANELBOARDS
G.
POSITION EXIT SIGN DIRECTIONAL ARROWS AS INDICATED ON DRAWINGS.
A.
MANUFACTURERS:
1. EATON/CUTLER-HAMMER.
2. GE ELECTRICAL. FI
3. SIEMENS/ITE. A
4. SQUARE D MODEL.
B.
BOLT -ON CIRCUIT BREAKER TYPE, DISTRIBUTION ,LIGHTING AND APPLIANCE BRANCH CIRCUIT PANELBOARD. B
C.
PANELBOARD BUS: COPPER CURRENT CARRYING COMPONENTS, RATINGS AS INDICATED ON DRAWINGS.
FURNISH COPPER GROUND BUS IN EACH PANELBOARD; FURNISH INSULATED GROUND BUS AS INDICATED ON
DRAWINGS. C
D.
MINIMUM INTEGRATED SHORT CIRCUIT RATING: 22,000 AMPERES RMS SYMMETRICAL FOR 240 VOLT
PANELBOARDS; 65,000 AMPERES RMS SYMMETRICAL FOR 480 VOLT PANELBOARDS.
E.
MOLDED CASE CIRCUIT BREAKERS: NEMA AB 1, BOLT -ON TYPE THERMAL MAGNETIC TRIP CIRCUIT BREAKERS, D
WITH COMMON TRIP HANDLE FOR ALL POLES, LISTED AS TYPE SWD FOR LIGHTING CIRCUITS, TYPE HACR FOR
AIR CONDITIONING EQUIPMENT CIRCUITS, CLASS A GROUND FAULT INTERRUPTER CIRCUIT BREAKERS AS
INDICATED ON DRAWINGS. DO NOT USE TANDEM CIRCUIT BREAKERS. E
F.
ENCLOSURE: NEMA PB 1, TYPE 1
G.
CABINET BOX: 6 INCHES DEEP, 20 INCHES WIDE FOR 240 VOLT AND LESS PANELBOARDS, 20 INCHES WIDE FOR F.
480 VOLT PANELBOARDS.
H.
CABINET FRONT: SURFACE DOOR -IN -DOOR TYPE, FASTENED WITH HINGE AND LATCH, HINGED DOOR WITH
FLUSH LOCK, METAL DIRECTORY FRAME, FINISHED IN MANUFACTURER'S STANDARD GRAY ENAMEL. OUTER
PANELBOARD TRIMS SHALL COVER ALL LIVE PARTS. SWITCHING DEVICE HANDLES SHALL BE ACCESSIBLE.
I.
SURFACE TRIMS SHALL BE SAME HEIGHT AND WIDTH AS BOX. FLUSH TRIMS SHALL OVERLAP THE BOX BY 3/4 G
OF AN INCH ON ALL SIDES. H
J.
INSTALL RECESSED PANELBOARDS FLUSH WITH WALL FINISHES. I.
K.
HEIGHT: 6 FEET TO TOP OF PANELBOARD; INSTALL PANELBOARDS TALLER THAN 6 FEET WITH BOTTOM NO J.
MORE THAN 4 INCHES ABOVE FLOOR.
L.
INSTALL FILLER PLATES FOR UNUSED SPACES IN PANELBOARDS.
M.
PROVIDE TYPED CIRCUIT DIRECTORY FOR EACH BRANCH CIRCUIT PANELBOARD PER ARICHTECTURAL ROOM
DESIGNATIONS. REVISE DIRECTORY TO REFLECT CIRCUITING CHANGES TO BALANCE PHASE LOADS.
N.
MARK UNUSED CIRCUIT BREAKERS AS SPARE AND SWITCH TO OFF POSITION.
0.
MEASURE STEADY STATE LOAD CURRENTS AT EACH PANELBOARD FEEDER; REARRANGE CIRCUITS IN
PANELBOARD TO BALANCE PHASE LOADS TO WITHIN 20 PERCENT OF EACH OTHER. MAINTAIN PROPER
PHASING FOR MULTI -WIRE BRANCH CIRCUITS.
ENCLOSED SWITCHES K
A.
MANUFACTURERS: L.
1. CUTLER -HAMMER.
2. SQUARE D. M
3. GE ELECTRICAL. N
4. SIEMENS. 0
B.
PRODUCT DESCRIPTION: NEMA KS 1, TYPE HD WITH EXTERNALLY OPERABLE HANDLE INTERLOCKED TO PREVENT P
OPENING FRONT COVER WITH SWITCH IN ON POSITION, ENCLOSED LOAD INTERRUPTER KNIFE SWITCH. HANDLE Q
LOCKABLE IN OFF POSITION, WITH PROVISIONS FOR THREE PADLOCKS.
C.
SWITCH MECHANISM: TO BE QUICK -MAKE, QUICK -BREAK SUCH THAT, DURING NORMAL OPERATION OF THE SWITCH,R
THE OPERATION OF THE CONTACTS SHALL NOT BE CAPABLE OF BEING RESTRAINED BY THE OPERATING HANDLE
AFTER THE CLOSING OR OPENING ACTION OF THE CONTACTS HAS STARTED.
D.
FUSE CLIPS: DESIGNED TO ACCOMMODATE NEMA FU 1, CLASS R, J FUSES. S.
E.
ENCLOSURE: NEMA CONFIGURATION TO MEET CONDITIONS T.
1. INTERIOR DRY LOCATIONS: TYPE 1.
2. EXTERIOR LOCATIONS: TYPE 3R.
3. INDUSTRIAL LOCATIONS: TYPE 4X.
F.
SERVICE ENTRANCE: SWITCHES IDENTIFIED FOR USE AS SERVICE EQUIPMENT ARE TO BE LABELED FOR THIS
APPLICATION. FURNISH SOLID NEUTRAL ASSEMBLY AND EQUIPMENT GROUND BAR.
G.
FURNISH SWITCHES WITH ENTIRELY COPPER CURRENT CARRYING PARTS.
H.
SWITCH RATING: HORSEPOWER RATED FOR AC AS INDICATED ON DRAWINGS.
I.
SHORT CIRCUIT CURRENT RATING: 200,000 RMS SYMMETRICAL AMPERES WHEN USED WITH OR PROTECTED BY
CLASS R OR CLASS J FUSES (30-600 AMPERE SWITCHES EMPLOYING APPROPRIATE FUSE REJECTION SCHEMES).
J.
HEIGHT: 5 FEET TO OPERATING HANDLE. U.
K.
INSTALL FUSES FOR FUSIBLE DISCONNECT SWITCHES.
WIRING DEVICES
A. MANUFACTURERS:
1. PASS & SEYMOUR LEGRAND.
2. HUBELL.
3. LEVITON.
4. GENERAL ELECTRIC.
B. PRODUCT DESCRIPTION: NEMA WD 1, HEAVY-DUTY, AC ONLY SPECIFICATION GRADE SWITCH/RECEPTACLE. ALL
DEVICES TO BE SPECIFICATION GRADE OR BETTER.
C. BODY / HANDLE: IVORY PLASTIC WITH TOGGLE HANDLE.
D. RATINGS: MATCH BRANCH CIRCUIT AND LOAD CHARACTERISTICS, MINIMUM 20A.
E. GFCI RECEPTACLE: CONVENIENCE RECEPTACLE WITH INTEGRAL GROUND FAULT CIRCUIT INTERRUPTER TO MEET
REGULATORY REQUIREMENTS.
F. WP RECEPTACLE: (WEATHERPROOF) TO BE GFI PROTECTED.
WALL PLATES
A. MANUFACTURERS:
1. PASS & SEYMOUR LEGRAND.
2. TAYMAC 20510 (WEATHERPROOF -IN -USE).
3. HUBELL (BELL/RACO).
4. LEVITON.
5. GENERAL ELECTRIC.
B. INSTALL DECORATIVE PLATES ON SWITCH, RECEPTACLE, AND BLANK OUTLETS IN FINISHED AREAS.
DECORATIVE COVER PLATE: NYLON.
C. INSTALL JUMBO SIZE PLATES FOR OUTLETS INSTALLED IN MASONRY WALLS. JUMBO COVER PLATE: NYLON.
D. WEATHERPROOF COVER PLATE (RECEPTACLE): IMPACT RESISTANT PLASTIC PLATE WITH HINGED AND
GASKETED DEVICE COVER. COVER TO BE RATED FOR WET LOCATION WHILE IN USE, AND TO BE LOCKABLE.
E. WEATHERPROOF COVER PLATE (SWITCH): GASKETED CAST METAL PLATE WITH HINGED AND GASKETED
DEVICE COVER OR LEVER SWITCH MECHANISM. (P&S CA-31G/HUBBELL/BELL/RACO 5125 OR EQUAL)
F. KITCHEN AREAS: 302/430 STAINLESS STEEL, WEATHERPROOF FOR STARTUPS.
G. INSTALL GALVANIZED (STAMPED) STEEL PLATES ON OUTLET BOXES AND JUNCTION BOXES IN UNFINISHED
AREAS, ABOVE ACCESSIBLE CEILINGS, AND ON SURFACE MOUNTED OUTLETS.
H. INSTALL DEVICES PLUMB AND LEVEL.
I. INSTALL SWITCHES WITH OFF POSITION DOWN.
J. INSTALL RECEPTACLES WITH GROUNDING POLE ON TOP, OR TO THE LEFT (IF MOUNTED HORIZONTALLY.
K. CONNECT WIRING DEVICE GROUNDING TERMINAL TO OUTLET BOX WITH BONDING JUMPER AND BRANCH
CIRCUIT EQUIPMENT GROUNDING CONDUCTOR.
L. CONNECT WIRING DEVICES BY WRAPPING SOLID CONDUCTOR AROUND SCREW TERMINAL. INSTALL STRANDED
CONDUCTOR FOR BRANCH CIRCUITS 10 AWG AND SMALLER. WHEN STRANDED CONDUCTORS ARE USED IN LIEU
OF SOLID, USE CRIMP ON FORK TERMINALS FOR DEVICE TERMINATIONS. DO NOT PLACE BARE STRANDED
CONDUCTORS DIRECTLY UNDER DEVICE SCREWS.
M. ADJUST DEVICES AND WALL PLATES TO BE FLUSH AND LEVEL.
INTERIOR LUMINAIRES
A. ALL FIXTURES TO BE SPECIFICATION GRADE OR BETTER.
B. PERFORMANCE REQUIREMENTS: FOR AREAS OF ASSEMBLY, SUBMIT POINT -BY -POINT LIGHT LEVEL
CALCULATIONS TO VERIFY COMPLIANCE WITH DESIGN LEVELS.
C. PROVIDE COMPLETE INTERIOR LUMINAIRE ASSEMBLIES, WITH FEATURES, OPTIONS, AND ACCESSORIES AS
SCHEDULED.
D. INSTALL SUSPENDED LUMINAIRES USING PENDANTS SUPPORTED FROM SWIVEL HANGERS. INSTALL
PENDANT LENGTH REQUIRED TO SUSPEND LUMINAIRE AT INDICATED HEIGHT.
E. SUPPORT LUMINAIRES LARGER THAN 2 X 4 FOOT SIZE INDEPENDENT OF CEILING FRAMING.
F. INSTALL SURFACE MOUNTED LUMINAIRES PLUMB AND ADJUST TO ALIGN WITH BUILDING LINES AND WITH
EACH OTHER. SECURE TO PREVENT MOVEMENT.
G. EXPOSED GRID CEILINGS: SUPPORT SURFACE -MOUNTED LUMINAIRES ON GRID CEILING DIRECTLY FROM
BUILDING. FASTEN SURFACE MOUNTED LUMINAIRES TO CEILING GRID MEMBERS USING BOLTS, SCREWS,
RIVETS, OR SUITABLE CLIPS.
H. INSTALL RECESSED LUMINAIRES TO PERMIT REMOVAL FROM BELOW.
I. INSTALL RECESSED LUMINAIRES USING ACCESSORIES AND FIRESTOPPING MATERIALS TO MEET
REGULATORY REQUIREMENTS FOR FIRE RATING.
J. INSTALL CLIPS TO SECURE RECESSED GRID -SUPPORTED LUMINAIRES IN PLACE.
K. CONNECT LUMINAIRES TO BRANCH CIRCUIT OUTLETS USING FLEXIBLE CONDUIT. MAXIMUM LENGTH FIXTURE
WHIP TO BE 5 FEET.
L. MAKE WIRING CONNECTIONS TO BRANCH CIRCUIT USING BUILDING WIRE WITH INSULATION SUITABLE FOR
TEMPERATURE CONDITIONS WITHIN LUMINAIRE.
M. AIM AND ADJUST LUMINAIRES TO PROVIDE LIGHT LEVELS CONSISTENT WITH DESIGN.
RE ALARM SYSTEM
SYSTEM DESCRIPTION: NONCODED ADDRESSABLE SYSTEM, WITH AUTOMATIC SENSITIVITY CONTROL OF CERTAIN SMOKE DETECTORS AND
MULTIPLEXED SIGNAL TRANSMISSION, DEDICATED TO FIRE -ALARM SERVICE ONLY.
SUBMITTALS
1. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED.
2. SHOP DRAWINGS: FOR FIRE -ALARM SYSTEM. INCLUDE PLANS, ELEVATIONS, SECTIONS, DETAILS, AND ATTACHMENTS TO OTHER WORK.
FIELD QUALITY -CONTROL REPORTS
1. OPERATION AND MAINTENANCE DATA: FOR FIRE -ALARM SYSTEMS AND COMPONENTS TO INCLUDE IN EMERGENCY, OPERATION, AND
MAINTENANCE MANUALS.
INSTALLER QUALIFICATIONS:
1. PERSONNEL SHALL BE TRAINED AND CERTIFIED BY MANUFACTURER FOR INSTALLATION OF UNITS.
2. INSTALLATION SHALL BE BY PERSONNEL CERTIFIED BY NICET AS FIRE -ALARM LEVEL II TECHNICIAN.
OBTAIN FIRE -ALARM SYSTEM FROM SINGLE SOURCE FROM SINGLE MANUFACTURER. ELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIES:
LISTED AND LABELED AS DEFINED IN NFPA 70, BY A QUALIFIED TESTING AGENCY, AND MARKED FOR INTENDED LOCATION AND APPLICATION.
FIRE -ALARM SIGNAL INITIATION SHALL BE BY ONE OR MORE OF THE FOLLOWING DEVICES:
1. MANUAL STATIONS.
2. HEAT DETECTORS.
3. SMOKE DETECTORS.
4. AUTOMATIC SPRINKLER SYSTEM WATER FLOW.
CONTINUOUSLY OPERATE ALARM NOTIFICATION APPLIANCES.
IDENTIFY ALARM AT FIRE -ALARM CONTROL UNIT AND REMOTE ANNUNCIATORS.
TRANSMIT AN ALARM SIGNAL TO THE REMOTE ALARM RECEIVING STATION
GENERAL REQUIREMENTS FOR FIRE -ALARM CONTROL UNIT:
1. FIELD -PROGRAMMABLE, MICROPROCESSOR -BASED, MODULAR, POWER -LIMITED DESIGN WITH ELECTRONIC MODULES, COMPLYING WITH UL
864 AND LISTED AND LABELED BY AN NRTL.
2. ADDRESSABLE CONTROL CIRCUITS FOR OPERATION OF MECHANICAL EQUIPMENT.
3. ALPHANUMERIC DISPLAY AND SYSTEM CONTROLS: ARRANGED FOR INTERFACE BETWEEN HUMAN OPERATOR AT FIRE -ALARM CONTROL
UNIT AND ADDRESSABLE SYSTEM COMPONENTS INCLUDING ANNUNCIATION AND SUPERVISION. DISPLAY ALARM, SUPERVISORY, AND
COMPONENT STATUS MESSAGES AND THE PROGRAMMING AND CONTROL MENU.
4. KEYPAD: ARRANGED TO PERMIT ENTRY AND EXECUTION OF PROGRAMMING, DISPLAY, AND CONTROL COMMANDS AND TO INDICATE
CONTROL COMMANDS TO BE ENTERED INTO THE SYSTEM FOR CONTROL OF SMOKE -DETECTOR SENSITIVITY AND OTHER PARAMETERS.
ADDRESSABLE INITIATION DEVICES THAT COMMUNICATE DEVICE IDENTITY AND STATUS.
SMOKE SENSORS SHALL ADDITIONALLY COMMUNICATE SENSITIVITY SETTING AND ALLOW FOR ADJUSTMENT OF SENSITIVITY AT FIRE -ALARM CONTROL
UNIT.
TEMPERATURE SENSORS SHALL ADDITIONALLY TEST FOR AND COMMUNICATE THE SENSITIVITY RANGE OF THE DEVICE.
ANNUNCIATOR AND DISPLAY: LIQUID -CRYSTAL TYPE, 1 LINE(S) OF 40 CHARACTERS, MINIMUM.
INITIATING DEVICE, NOTIFICATION APPLIANCE, AND SIGNALING LINE CIRCUITS: NFPA 72, CLASS B.
AUTOMATICALLY TRANSMIT ALARM, SUPERVISORY, AND TROUBLE SIGNALS TO A REMOTE ALARM STATION.
GENERAL REQUIREMENTS FOR MANUAL FIRE -ALARM BOXES: COMPLY WITH UL 38. BOXES SHALL BE FINISHED IN RED WITH MOLDED, RAISED -LETTER
OPERATING INSTRUCTIONS IN CONTRASTING COLOR; SHALL SHOW VISIBLE INDICATION OF OPERATION; AND SHALL BE MOUNTED ON RECESSED OUTLET
BOX. IF INDICATED AS SURFACE MOUNTED, PROVIDE MANUFACTURER'S SURFACE BACK BOX.
DOUBLE -ACTION MECHANISM REQUIRING TWO ACTIONS TO INITIATE AN ALARM, PULL -LEVER] TYPE; WITH INTEGRAL ADDRESSABLE MODULE ARRANGED
TO COMMUNICATE MANUAL -STATION STATUS (NORMAL, ALARM, OR TROUBLE) TO FIRE -ALARM CONTROL UNIT.
STATION RESET: KEY- OR WRENCH -OPERATED SWITCH.
GENERAL REQUIREMENTS FOR SYSTEM SMOKE DETECTORS:
1. INTEGRAL ADDRESSABLE MODULE: ARRANGED TO COMMUNICATE DETECTOR STATUS (NORMAL, ALARM, OR TROUBLE) TO FIRE -ALARM
CONTROL UNIT.
2. BASE MOUNTING: DETECTOR AND ASSOCIATED ELECTRONIC COMPONENTS SHALL BE MOUNTED IN A TWIST -LOCK MODULE THAT
CONNECTS TO A FIXED BASE. PROVIDE TERMINALS IN THE FIXED BASE FOR CONNECTION TO BUILDING WIRING.
3. SELF -RESTORING: DETECTORS DO NOT REQUIRE RESETTING OR READJUSTMENT AFTER ACTUATION TO RESTORE THEM TO NORMAL OPERATION.
4. INTEGRAL VISUAL -INDICATING LIGHT: LED TYPE INDICATING DETECTOR HAS OPERATED AND POWER -ON STATUS
5. PHOTOELECTRIC SMOKE DETECTORS:
6. DETECTOR ADDRESS SHALL BE ACCESSIBLE FROM FIRE -ALARM CONTROL UNIT AND SHALL BE ABLE TO IDENTIFY THE DETECTOR'S
LOCATION WITHIN THE SYSTEM AND ITS SENSITIVITY SETTING.
AN OPERATOR AT FIRE -ALARM CONTROL UNIT, HAVING THE DESIGNATED ACCESS LEVEL, SHALL BE ABLE TO MANUALLY ACCESS THE FOLLOWING FOR
EACH DETECTOR:
1. PRIMARY STATUS.
2. DEVICE TYPE.
3. PRESENT AVERAGE VALUE.
4. PRESENT SENSITIVITY SELECTED.
5. SENSOR RANGE (NORMAL, DIRTY, ETC.).
HEAT DETECTORS, GENERAL REQUIREMENTS FOR HEAT DETECTORS: COMPLY WITH UL 521.
REMOTE ANNUNCIATOR
1. ANNUNCIATOR FUNCTIONS SHALL MATCH THOSE OF FIRE -ALARM CONTROL UNIT FOR ALARM, SUPERVISORY, AND TROUBLE
INDICATIONS. MANUAL SWITCHING FUNCTIONS SHALL MATCH THOSE OF FIRE -ALARM CONTROL UNIT, INCLUDING ACKNOWLEDGING, SILENCING,
ESETTING, AND TESTING.
2. MOUNTING: FLUSH CABINET, NEMA 250, TYPE 1.
3. DISPLAY TYPE AND FUNCTIONAL PERFORMANCE: ALPHANUMERIC DISPLAY AND LED INDICATING LIGHTS SHALL MATCH THOSE OF FIRE -
ALARM CONTROL UNIT. PROVIDE CONTROLS TO ACKNOWLEDGE, SILENCE, RESET, AND TEST FUNCTIONS FOR ALARM, SUPERVISORY, AND TROUBLE
SIGNALS.
EQUIPMENT INSTALLATION
1. COMPLY WITH NFPA 72 FOR INSTALLATION OF FIRE -ALARM EQUIPMENT.
2. INSTALL WALL -MOUNTED EQUIPMENT, WITH TOPS OF CABINETS NOT MORE THAN 72 INCHES (1830 MM) ABOVE THE FINISHED FLOOR.
LOCATE DETECTORS NOT CLOSER THAN 3 FEET (1 M) FROM AIR -SUPPLY DIFFUSER OR RETURN -AIR OPENING.
LOCATE DETECTORS NOT CLOSER THAN 12 INCHES (300 MM) FROM ANY PART OF A LIGHTING FIXTURE.
4. FIRE -ALARM CONTROL UNIT: SURFACE MOUNTED, WITH TOPS OF CABINETS NOT MORE THAN 72 INCHES (1830 MM) ABOVE THE FINISHED FLOOR.
3. GROUND FIRE -ALARM CONTROL UNIT AND ASSOCIATED CIRCUITS; COMPLY WITH IEEE 1100. INSTALL A GROUND WIRE FROM MAIN SERVICE GROUND TO
FIRE -ALARM CONTROL UNIT.
3. ENGAGE A FACTORY -AUTHORIZED SERVICE REPRESENTATIVE TO TRAIN OWNER'S MAINTENANCE PERSONNEL TO ADJUST, OPERATE, AND MAINTAIN FIRE -
ALARM SYSTEM.
OF
It is a violation of the law for
any person, unless acting under
the direction of a licensed
Architect, Engineer or Land
Surveyor, to alter an item in
any way. Plans, maps,
specifications, studies, and
reports not containing a red ink
seal imprint on the cover sheet
accompanied by an original
signature by the licensed
professional may have been
fraudulently altered and shall
not be considered an original
copy. Copyright Protected 2018,
Larson Design Group.
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PROJECT NO. 11979-002
DRAWN BY EBG
APPv'D BY RJG
ELECTRICAL
SPECIFICATIONS
SHEET NO.
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