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ALL DIMENSIONS ARE FROM FACE OF CMU OR STUD TO FACE OF CMU ORUD UNLESS
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PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS.
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PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED DED ITEMS.
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FLOOR SHALL BE CLEANED, M
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Drawing Number:
IA100
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A/E Job Number:
18018
AS SHOWN..
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ALL FURNITURE &WORK STATIONS PROVIDED &INSTALLED BY TENANT.
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PROVIDE GYPSUM BOARD FURRING AND INSULATION ON EXTERIOR WALL I A C
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EXTI ERS SHOWN IN ASSUMED. LOCATIONS. CONTRACTOR TO COORDINATE
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NUMBER, TYPE &LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL -FIRE MARSHALL
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PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE N &TELEPHONE COORDINATE
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ALL WALLS SCHEDULED TO REMAIN (LE CORE WALLS, AND DEMISING WALLS) SHALL BE
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PATCHED REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES.
S.
NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. 1N
CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS.
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PLAN NOTES:
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NEW COLUMN MOUNTED OR WALL MOUNTED FIRE EXTINGUISHER MOUNT TOP AT +54'
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A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A10BC FOR EVERY 3000SQ.FT. OF
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FLOOR AREA TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL
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EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE THE TOP OF
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0 SCALE: 3/16"=1'-0' 12
THE EXTINGUISHER SHALL NOT BE MORE THAN 5 FEET ABOVE THE FLOOR AND THE
BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4 INCHES ABOVE THE FLOOR.
40 NEW DOOR.
O NEW EXTERIOR WINDOW.
O NOTE USED
O PRE-ENGINEERED PREFINISHED ALUMINUM CANOPY.
ODOWNSPOUT LOCATION - 60x6' PREFABRICATED AND PREFINISHED METAL DOWNSPOUT.
CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE OF THE TRIBUTARY GUTTER
AREA
O NEW 8'x8" PREFABRICATED AND PREFINISHED METAL GUTTER- SLOPE PER FOOT.
t0 NEW TAPERED INSULATION CRICKET TO ACHIEVE POSITIVE DRAINAGE.
11 NEW EXTERIOR GOOSENECK LIGHT. SEE ELECTRICAL DRAWINGS.
12 NOT USED.
13 NEW ELECTRICAL PANEL LOCATION. SEE ELECTRICAL DRAWINGS.
14 NOT USED.
15 NOT USED.
16 NEW UNDER COUNTER REFRIGERATOR.
17 OVERHANG, ABOVE
18 NEW BIFOLD DOOR.
1g CMU PARAPET.
20 4' RECESSED LIGHT FIXTURE.
ARCHITECTURE
135 West Central Blvd., Suite 340
Orlando, Florida 32801
TEL: 407.363.6136
M26001097
Mopyright 2018
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18018
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DEMOLITION FLOOR PLAN N
IA201
0 SCALE: 3/8"=1'-0" 6
HATCH LEGEND NOTES:
PROPOSED FLOOR PLAN
0 SCALE: 3/8'=1'-0" 6
PLAN NOTES:
O ALIGN FINISH FACES.
O NOT USED
O3 NEW COLUMN MOUNTED OR WALL MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54"
A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A10BC FOR EVERY 3000SQ.FT. OF
FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL
EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF
THE EXTINGUISHER SHALL NOT BE MORE THAN 5 FEET ABOVE THE FLOOR AND THE
BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4 INCHES ABOVE THE FLOOR.
O4 NEW DOOR.
O NEW EXTERIOR WINDOW.
0 NOTE USED
O PRE-ENGINEERED PREFINISHED ALUMINUM CANOPY.
ODOWNSPOUT LOCATION - 6"x6" PREFABRICATED AND PREFINISHED METAL DOWNSPOUT.
CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE OF THE TRIBUTARY GUTTER
AREA
gO NEW 8"x8" PREFABRICATED AND PREFINISHED METAL GUTTER- SLOPE 16" PER FOOT.
10 NEW TAPERED INSULATION CRICKET TO ACHIEVE POSITIVE DRAINAGE.
11 NEW EXTERIOR GOOSENECK LIGHT.. SEE ELECTRICAL DRAWINGS.
12 NOT USED.
13 NEW ELECTRICAL PANEL LOCATION. -SEE ELECTRICAL DRAWINGS.
14 NOT USED.
15 NOT USED.
16 NEW UNDER COUNTER REFRIGERATOR.
17 OVERHANG, ABOVE.
18 NEW BIFOLD DOOR.
19 CMU PARAPET.
20 4" RECESSED LIGHT FIXTURE
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GENERAL NOTES:
A. ALL DIMENSIONS ARE FROM FACE OF CMU OR STUD TO FACE OF CMU OR STUD UNLESS
NOTED OR SHOWN OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE
ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS.
B. ` PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS.
C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES.
D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN
ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A).
E. ' PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS.
F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND
GYPSUM BOARD).
G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITHt WALL
H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL
I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT
L/120.
J. . ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO
REVIEW.
K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT
THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND
FLORIDA BUILDING CODE.
L. FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES
AS SHOWN.
M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT.
N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL CONDITIONED
SPACE AS NECESSARY.
0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE
NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL
P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE
WITH OWNER.
Q. . SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE
SPECIFIED.
R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE
PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES.
S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. 1N
CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS.
WALL TYPES:
NOTES:
EXISTING CONSTRUCTION TO REMAIN
NEW WALL PARTITION
1. ALL WALLS GO TO 6" ABOVE THE CEILING UNLESS OTHERWISE NOTED.
2. PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS.
3. CONSTRUCT ALL STUD WALL FRAMING TO MEET MANUFACTURER'S MINIMUM REQUIREMENTS FOR
FLOOR AND CEILING ATTACHMENT BASED ON 5 PSF LATERAL LOADING AND L/120 DEFLECTION.
UNLESS OTHERWISE APPROVED, IN NO CASE SHALL THE ATTACHMENT BE LESS THAN THE
FOLLOWING:
A. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO CONCRETE FLOOR SHALL BE FASTENED
WITH CONCRETE STUB NAILS, EXPANSION ANCHORS, SHIELDED SCREWS, OR POWER -DRIVEN
FASTENERS NOT EXCEEDING 24" O.C. AND NO MORE THAN 2" FROM EACH END.
B. FASTEN STUD FLANGE TO RUNNER TRACK WITH %" TYPE S PAN HEAD SCREWS.
C. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO SUSPENDED CEILINGS SHALL BE
FASTENED WITH "MOLLY" -TYPE EXPANDABLE FASTENERS, TOGGLE BOLTS, CLAMPS, OR
SCREWS INTO CHANNELS, SPLINES, " f" RUNNERS, OR OTHER MEMBERS.
D. PROVIDE LEVEL 4 FINISH PER ASTM C840 IN OFFICE.
W1
PRESSURE TREATED 2X4 WOOD STUDS 0 24" O.C. WITH
"
—"
GYP. BOARD EACH SIDE & ONE LAYER SOUND BATT
INSUL.
W2
PRESSURE TREATED 1X3 WOOD STUDS 0 24' O.C. W/
—
ONE SIDE %' GYPSUM BOARD ONLY & ONE LAYER
BATT INSULATION. LOCATED OFF CMU WALL
W4
PRESSURE TREATED 2X4 WOOD STUDS 0 24" O.C. WITH
—
%" GYP. BOARD ONE SIDE & ONE LAYER BATT
INSULATION. LOCATED OFF CMU WALL
W5
PRESSURE TREATED 2X8 WOOD STUDS 0 24" O.C. WITH
_
—
%" GYP. BOTH SIDES & ONE LAYER SOUND BATT
INSULATION. TO MATCH EXISTING WALL THICKNESS.
NEW DOOR AND FRAME REFER TO DOOR SCHEDULE.
X
F(X) = FRAME TYPE. SEE SHEET IA501 FOR FRAME ELEVATIONS.
GENERAL FINISH NOTES:
INDICATES FLOOR FINISH INDICATES WALL FINISH TO
XXX TO BE DETERMINED XX BE DETERMINED
OXX INDICATES BASE FINISH TO XXX INDICATES MISCELLANEOUS
BE DETERMINED FINISH TO BE DETERMINED
A. NEW PAINT AND FLOORING (WHEN APPLICABLE) THROUGHOUT THE SPACE. ALL EXISTING TILE
TO BE REMOVED.
B. PROVIDE SAMPLES OF ALL FINISHES TO ARCHITECT/DESIGNER FOR REVIEW INCLUDING
INSTALLATION JOINT AND SEAM LAY -OUTS.
C. REFERENCE INTERIOR ELEVATIONS, WHERE PROVIDED, FOR ADDITIONAL FINISH INFORMATION.
D. PAINT ALL EXPOSED METAL SURFACES (ie. GRILLES, HEATERS, AND FIRE EXTINGUISHER
CABINETS) TO MATCH ADJACENT SURFACE.
E. ALTERNATES WILL NOT BE ACCEPTED WITHOUT WRITTEN APPROVAL OF ARCHITECT/DESIGNER.
SAMPLES, WHEN APPLICABLE, SHALL BE SUBMITTED FOR REVIEW.
F. ALL FLOORING TRANSITIONS ARE TO BE EASED USING LATEX TO ACHIEVE A SMOOTH AND
UNIFORM TRANSITION.
G. ALL CARPET IS TO BE DIRECT GLUE, UNLESS NOTED OTHERWISE.
H. TRANSITION STRIPS BETWEEN UNLIKE FLOORING SURFACES IS TO BE MANUFACTURERS
STANDARD THIN PROFILE VINYL MOLDING, COLOR SELECTED BY ARCHITECT/DESIGNER.
L ALL HOLLOW METAL DOORS AND FRAMES TO BE PAINTED WITH TWO (2) COATS OF ZERO VOC
LATEX SEMI -GLOSS ENAMEL OVER PROPERLY PRIMED SURFACE. PAINT COLOR TO MATCH
EXISTING.
J. ALL FINISHES TO MEET CLASS C OR BETTER FOR FLAME SPREAD AND SMOKE DEVELOPED
PER FBC SIXTH EDITION (2017 TABLE 803.5 & 803.1.
/,%� K. PAINT ALL WALL SURFACES, WITH A MINIMUM OF TWO (2) COATS OF QUALITY GRADE PAINT,
, DEMOLISH EXISTING EXTERIOR WALL. INCLUDING TOUCH UPS AFTER MOVE IN OR UPON PUNCHLIST.
2 DEMOLISH EXISTING WALL FOR NEW DOOR. L INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH NEPA 101:10.2, & TABLE A.10.2.2 2012
EDITION, & FLORIDA FIRE PREVENTION CODE, 6TH EDITION.
3 DEMOLISH EXISTING DOOR. M. ALL WOOD DOORS TO HAVE ONE (1) COAT OF STAIN, ONE (1) COAT OF SEALER, AND TWO
O DEMOLISH EXISTING EXTERIOR WALL FOR NEW WINDOW (2) COATS OF POLYURETHANE SATIN FINISH OVER PROPERLY PREPARED SURFACE. PAINT
O6 DEMOLISH EXISTING ELECTRICAL PANEL, METER AND OTHER ASSOCIATED EQUIPMENT N. COLOR TO BE CONFIRMED WITH OWNER.
INSTALL CORRUGATED METAL PANELS ON THE UNDERSIDE OF THE FINISHED DRYWALL CEILING
(AS APPLICABLE); SEE ELECTRICAL DRAWINGS. IN THE STORAGE AREA.
O DEMOLISH EXISTING SLOPED CONCRETE TO BE LEVEL WITH ADJACENT SPACE.
O DEMOLISH EXISTING ROOF STRUCTURE. -
FINISH SPECIFICATIONS
FLOOR FINISHES WALL FINISHES
MATERIAL: SEALED CONCRETE MATERIAL: PAINT
MFG: TO BE DETERMINED MFG: TO BE DETERMINED
GENERAL DEMO NOTES: SC STYLE: TO BE DETERMINED P1 COLOR: TO BE DETERMINED
O
A. SAVE ALL ITEMS REMOVED FROM THE SPACE PER OWNERS DIRECTION UNLESS COLOR: TO BE DETERMINED FINISH: TO BE DETERMINED
LOCATION: FIELD COLOR
OTHERWISE NOTED. MATERIAL: CERAMIC TILE
B. REPAIR EXISTING CMU WALLS AS REQUIRED. MFG: TO BE DETERMINED MATERIAL: PAINT
C. CONTRACTOR TO VERIFY ALL CONDITIONS PRIOR TO BIDDING AND DEMOLITION. CT STYLE: TO BE DETERMINED MFG: TO BE DETERMINED
D. ARRANGE FIRE EXTINGUISHERS PER CODE. VERIFY UNITS ARE CHARGED AND SIZE: TO BE DETERMINED P2 COLOR: TO BE DETERMINED
OPERATIONAL MIN. 4A1OBC UNITS AT 1 PER 3,000 SF PER UNIT OF "A". 11,000 FINISH: TO BE DETERMINED
SF PER UNIT MAX. MATERIAL: VINYL COMPOSITE TILE LOCATION: ACCENT COLOR
E SCARIFY FLOOR AND PREP FOR NEW CONCRETE TOPPING SLAB. VERIFY WITH MFG: TO BE DETERMINED
OWNER. VCT1 STYLE: TO BE DETERMINED MATERIAL: PAINT
F. DEMOLITION CONTRACTOR SHALL MAKE A SITE VISIT PRIOR TO SUBMITTING SIZE: TO BE DETERMINED MFG: TO BE DETERMINED
DEMOLITION BID. P4 COLOR: TO BE DETERMINED
FINISH: EPDXY
NOTES: BASE FINISHES LOCATION: RESTROOMS
EXISTING CONSTRUCTION TO REMAIN MATERIAL: VINYL BASE DOORS AND FRAMES CAN BE SEMI -GLOSS
MFG: TO BE DETERMINED FINISH USING SHERWIN WILLIAMS PAINT TO
-______-_- WALL TO BE DEMOLISHED VB1 COLOR: TO BE DETERMINED MATCH FIELD COLOR (P1)
STYLE: COVE
SIZE: 4"
ARCHITECTURE
135 West Central Blvd., Suite 340
Orlando, Florida 32801
TEL 407.363.6136
AA26001097
*Copyright 2018
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IA201
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Job Number.
A/E Job Number:
18018
REFLECTED CEILING PLAN N
0 SCALE: 3/8"=1'-0" 6
ri--'�PROPOSED ROOF PLAN N
�01
O SCALE: 3/8"=1'-0' 6
BUILDING SECTION
WALL TYPES:
NOTES:
EXISTING CONSTRUCTION TO REMAIN
NEW WALL PARTITION
1. ALL WALLS GO TO 6" ABOVE THE CEILING UNLESS OTHERWISE NOTED.
2. PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS.
3. CONSTRUCT ALL STUD WALL FRAMING TO MEET MANUFACTURER'S MINIMUM REQUIREMENTS FOR
FLOOR AND CEILING ATTACHMENT BASED ON 5 PSF LATERAL LOADING AND L/120 DEFLECTION.
UNLESS OTHERWISE APPROVED, IN NO CASE SHALL THE ATTACHMENT BE LESS THAN THE
FOLLOWING:
A. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO CONCRETE FLOOR SHALL BE FASTENED
WITH CONCRETE STUB NAILS, EXPANSION ANCHORS, SHIELDED SCREWS, OR POWER -DRIVEN
FASTENERS NOT EXCEEDING 24' O.C. AND NO MORE THAN 2' FROM EACH END.
B. FASTEN STUD FLANGE TO RUNNER TRACK WITH %' TYPE S PAN HEAD SCREWS.
C. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO SUSPENDED CEILINGS SHALL BE
FASTENED WITH "MOLLY" -TYPE EXPANDABLE FASTENERS, TOGGLE BOLTS, CLAMPS, OR
SCREWS INTO CHANNELS, SPLINES, "T" RUNNERS, OR OTHER MEMBERS.
D. PROVIDE LEVEL 4 FINISH PER ASTM C840 IN OFFICE.
Wi PRESSURE TREATED 2X4 WOOD STUDS ® 24" O.C. WITH
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— %" GYP. BOARD EACH SIDE & ONE LAYER SOUND BATT .
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GENERAL CEILING NOTES:
INSULATION. TO MATCH EXISTING WALL THICKNESS.
1. ALL WALLS GO TO UNDERSIDE OF GYPSUM BOARD CEILING UNLESS NOTED AS FOLLOWS.
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2. LIGHTS AND DIFFUSERS ARE SHOWN FOR LOCATION ONLY. SEE ENGINEERING DRAWINGS FOR
NEW DOOR AND FRAME. REFER TO DOOR SCHEDULE.
ADDITIONAL INFORMATION.
X F(X) = FRAME TYPE. SEE SHEET IA501 FOR FRAME ELEVATIONS.
3. REPAIR/REPLACE ALL EXISTING GYPSUM BOARD CEILING AS NECESSARY.
CEILING LEGEND:
,CORRUGATED METAL CEILING PANELS.
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ROOF NOTES.
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GYPSUM BOARD CEILING. PAINT WHITE OR AS INDICATED BY OWNER.
NEW POLYGLASS BITUMEN ROOF SYSTEM W68. FLORIDA PRODUCT
APPROVAL FL1654 R22 MIN SOLAR REFLECTIVE INDEX OF 78 '
® NEW 2'x2' RETURN DUCT. SEE MECH. DWGS.
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® NEW 2'x2' SUPPLY DUCT. SEE MECH. DWGS.
A. CONTRACTOR TO REVIEW AS CONSTRUCTED CONDITIONS AND CONFIRM INSULATION AS SHOWN
® NEW EXHAUST FAN. SEE MECH. DWGS.
WILL PROVIDE POSITIVE DRAINAGE IN ALL AREAS.
B. TIE IN NEW ROOF TO NEW STRUCTURE AND ADJUST AS NECESSARY FOR EVEN AND
O NEW 4' LED SUSPENDED OR RECESSED LIGHT FIXTURE.
.
DISTRIBUTED SLOPE.
NEW EXTERIOR GOOSENECK LIGHT FIXTURE.
® NEW EXIT LIGHT; SEE ELECTRICAL DRAWINGS
GUTTER NOTES
NEW EMERGENCY LIGHT; SEE ELECTRICAL DRAWINGS
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A. LOCATE HIGH POINT OF GUTTER AT MID—SPAN IN BETWEEN DOWNSPOUTS UNLESS NOTED
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OTHERWISE.
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B. DOWNSPOUTS TO BE 6" WIDE x 6" DEEP U.N.O.
C. GUTTERS TO BE 8" WIDE x 8" DEEP. SLOPE }6" PER 1'-0".
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D. ALL GUTTERS AND DOWNSPOUTS TO BE CONSTRUCTED AND ATTACHED PER SMACNA
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GUIDELINES.
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E. ALL METAL ROOFING ITEMS TO BE PRE—FINISHED.
ARCHITECTURE
135 West Central Blvd., Suite 340
Orlando, Florida 32801
TEL 407.363.6136
M26001097
Kopyright 2018
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WEST ELEVATION
0 SCALE: 1/2"=1'-0" 4
ARCHITECTURE
135 West Central Blvd., Suite 340
Orlando, Florida 32801
TEL 407.363.6136
M26001097
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Drawing Number:
A301
Of Sheets
Job Number:
A/E Job Number:
18018
FINISH FLOOR
ELEV. +0'-0"
WALL TYPES:
NOTES:
EXISTING CONSTRUCTION TO REMAIN
NEW WALL PARTITION
1. ALL WALLS GO TO 6" ABOVE THE CEILING UNLESS OTHERWISE NOTED.
2. PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS.
3. CONSTRUCT ALL STUD WALL FRAMING TO MEET MANUFACTURER'S MINIMUM REQUIREMENTS FOR
FLOOR AND CEILING ATTACHMENT BASED ON 5 PSF LATERAL LOADING AND L/120 DEFLECTION.
UNLESS OTHERWISE APPROVED, IN NO CASE SHALL THE ATTACHMENT BE LESS THAN THE
FOLLOWING:
A. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO CONCRETE FLOOR SHALL BE FASTENED
WITH CONCRETE STUB NAILS, EXPANSION ANCHORS, SHIELDED SCREWS, OR POWER -DRIVEN
FASTENERS NOT EXCEEDING 24" O.C. AND NO MORE THAN 2" FROM EACH END.
B. FASTEN STUD FLANGE TO RUNNER TRACK WITH %" TYPE S PAN HEAD SCREWS.
C. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO SUSPENDED CEILINGS SHALL BE
FASTENED WITH "MOLLY" -TYPE EXPANDABLE FASTENERS. TOGGLE BOLTS, CLAMPS, OR
SCREWS INTO CHANNELS, SPLINES, "T" RUNNERS, OR OTHER MEMBERS.
D. PROVIDE LEVEL 4 FINISH PER ASTM C840 IN OFFICE.
W1 PRESSURE TREATED 2X4 WOOD STUDS ® 24" O.C. WITH
W GYP. BOARD EACH SIDE & ONE LAYER SOUND BATT
INSUL
W2 PRESSURE TREATED 1X3 WOOD STUDS ® 24" O.C. W/
ONE SIDE % GYPSUM BOARD ONLY & ONE LAYER
BATT INSULATION. LOCATED OFF CMU WALL.
W4 PRESSURE TREATED 2X4 WOOD STUDS 0 24" O.C. WITH
%" GYP. BOARD ONE SIDE & ONE LAYER BATT
INSULATION. LOCATED OFF CMU WALL
PRESSURE TREATED 2X8 WOOD STUDS ® 24" O.C. WITH
W5 %S" GYP. BOTH SIDES & ONE LAYER SOUND BATT
INSULATION. TO MATCH EXISTING WALL THICKNESS.
r \ NEW DOOR AND FRAME. REFER TO DOOR SCHEDULE.
I
f
Lip
i
I
i
f
I
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C
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FRAME
DOOR AND FRAME SCHEDULE HARDWARE SCHEDULE GENERAL NOTES:
c.
v BLOCKING (AS
N REQUIRED)
Lip
DOOR
FRAME
LABEL B
EL
A.
HARDWARE
SECURITY
REMARKS
z
M.
SIZE
INSTALL APPROPRIATE SEALANT(E.G.,N
( -:`
NOTED OR SHOWN OTHERWISE. ANY IM
E DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE
_
PROVIDE GYPSUM D FURRING AND INSULATION ON EXTERIOR WALL ALL CONDITIONED
POLYURETHANE)
LYU ETHANE AND TOOL TO FACILITATE
-
•
SPACE AS NECESSARY.
DETAILS
- DES. QTY.
cn
F-
MODEL #
FINISH
BRAND
B.
PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL MOUNTED ITEMS..
B-1 3
_ /LEAF
RING ES
1
FBB 79
US26D
STANLEY
ABBREVIATIONS
_ Z
B-2888
TOP AT 28" A.F.F.
T4
MIRROR WITH STAINLESS FRAME
INSULATION. TO MATCH EXISTING WALL THICKNESS.
D.
NEW DOOR AND FRAM NUM R
E NUMBERS CORRESPOND TOR M NUMBERS. UMBERS. -WHERE MORE THAN
LATCH FUNCTION
SURFACE MOUNTED SOAP
o
LLJ
ONE DOOR OCCURS IN A ROOM, A SUFFIX HAS BEEN ADDED I.E. 100A).
_
: DES. QTY. `TYPE
MODEL �
FINISH
w
E.
wCC
W - WIRE GLASS CL'_-
ST _ STAIN S CHAIN LINK
PASSAGE -NON LOCKING
D SERIES
US26D
SCHLAGE ORE .
F.
APPLY SEALANT AT ALL JUNCTURES URES BETWEEN DIFFERENT MATERIALS ALS ( LE STOREFRONT AND
W
a
OFFICE ::
D SERIES
S2
US26D
SCHLAGE OR EQ.
GYPSUM B
BOARD.
)
s L 3 1
STORAGE ` -- =>
JO
US26D
SCHLAGE OR EQ.
G.
APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL. r i• tip.
L-4 1
PRIVACY
D SERIES
US26D
SCHLAGE OR EQ.
H.
APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE -WITH WALL..-
_ L-5 1
CLASSROOMD
_ US26D
SCHLAGE ORE .
Q
UWD
YoJ
ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURERS LIMITING HEIGHT
AL -ALUMINUM
HM = HOLLOW METAL
-
Q—
—�—F-
STOP -'
O
—
ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO
DES. QTY.
TYPE
FINISH
Cn
r2
REVIEW.: - -
tow
FLOOR STOP
FL
3310
US26D
W
cn
` ALL DOORS MUST B E INSTALLED W ITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT
_ WOOD ClACLEAR ANODIZED
FIRE RATED TEMPERED GLASS PT _PAINT
F -
CD 'ROOM
NUMBER
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LASS PF
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T -TEMPERED GLASS PR -PAIR
100
100 - STORAGE
32"
7'-20
1 3/40
WD
ST
D1
-
WD
ST
F2
- -
H1
J1
-
- -
B-1
-
- -
L-3
S-1
D-1
101A
101 - OFFICE
-0 "
.-
7'-2*
r
1:3 4
FG
PF
D1
-
HM
PT
F2
-
H2
J2
-
-
- B-1
-
-
L-5
S -t
-
D1
-W-1.-
-
-
101B
101 - OFFICE
-
3 0
-
7 2
1 3/4
FG
PF
Dl
-
HM
PT
F2
-
H2
J2
-
-
-
B 1
-
-
-
L 5
-
S 1
-
D 1
-
-
W t
-
102A
102 - OFFICE
3'-0"
7'-2'
1 3/4*
FG
PF
D1
_
HM
PT
F2
-
H2
J2
-
-
B-1
-
L-5
S-1
D-1
-
W-1
-
-
-
1026
102. OFFICE
3 0_
_ 7 2
1 '3 4
FG
PF
D1
-
HM
PTL5
F2
_
H2
J2
_
_
B-1
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_
S1
_
D1
_
_
W1
0
1 3A
-
103 WOMENS RESTROOM
-
3 0
-
7 2
1 3/4
WD
ST
D1
-
WD
ST
F1
_
H1
J1
_
_
-
B 1
_
_-.
-
L 4
-
S 1
-
D 1
_
M 1
-
104A
104 - MENS RESTROOM
-
3 0
-
_7 2
1 3/4
WD
ST
b1
-`
WD
ST
F1
-
_
H1
J1
-
_
-
B 1
_
_
_
L 4,
-
S 1
_
D 1
_
M 1
105A
105 - STORAGE-
3 0
- -
7 2
1 3/4
WD
ST
D1
- -
WD
ST
F2
-
H1
J1
-
-
-
B 1
-
-'
-
-
_
-
_
-
_
.
BIFOLD DOOR, INSTALL PER MAN, CONFIRM W/ .OWNER
c.
v BLOCKING (AS
N REQUIRED)
Lip
L
FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES
(AS REQUIRED)
A.
ALL DIMENSIONS ARE FROM FACE OF CMU OR STUD TO FACE OF CMU OR STUD UNLESS -
`HINGES PIVOTS
1
_
-
D 1 , 1 LEAF. SURFACE
S MTD CLOSER MFG.. STD. ' TBD TBD
M.
A RN
ALL FURNITURE & WORK STA TIONS PROVIDED & INSTALLED BY TENANT.
INSTALL APPROPRIATE SEALANT(E.G.,N
( -:`
NOTED OR SHOWN OTHERWISE. ANY IM
E DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE
_
PROVIDE GYPSUM D FURRING AND INSULATION ON EXTERIOR WALL ALL CONDITIONED
POLYURETHANE)
LYU ETHANE AND TOOL TO FACILITATE
-
•
SPACE AS NECESSARY.
ARE TO BE VERIFIED BY ARCHITECT. N
ITEC . DO NOT SC DRAWINGS.
ALE D S
- DES. QTY.
TYPE
MODEL #
FINISH
BRAND
B.
PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL MOUNTED ITEMS..
B-1 3
_ /LEAF
RING ES
1
FBB 79
US26D
STANLEY
C.
COORDINATE WORK F
0 THIS TRADE WITH OTHER TRADES.
E
B-2888
TOP AT 28" A.F.F.
T4
MIRROR WITH STAINLESS FRAME
INSULATION. TO MATCH EXISTING WALL THICKNESS.
D.
NEW DOOR AND FRAM NUM R
E NUMBERS CORRESPOND TOR M NUMBERS. UMBERS. -WHERE MORE THAN
LATCH FUNCTION
SURFACE MOUNTED SOAP
c
T5
ONE DOOR OCCURS IN A ROOM, A SUFFIX HAS BEEN ADDED I.E. 100A).
_
: DES. QTY. `TYPE
B-2111
MODEL �
FINISH
BRAND
E.
PROVIDE MISCELLANEOUS METAL .SUPPORT FOR ALL CEILING SUSPENDED ITEMS.
L_1 1
PASSAGE -NON LOCKING
D SERIES
US26D
SCHLAGE ORE .
F.
APPLY SEALANT AT ALL JUNCTURES URES BETWEEN DIFFERENT MATERIALS ALS ( LE STOREFRONT AND
-
L 2 1
OFFICE ::
D SERIES
S2
US26D
SCHLAGE OR EQ.
GYPSUM B
BOARD.
)
s L 3 1
STORAGE ` -- =>
D SERIES
US26D
SCHLAGE OR EQ.
G.
APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL. r i• tip.
L-4 1
PRIVACY
D SERIES
US26D
SCHLAGE OR EQ.
H.
APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE -WITH WALL..-
_ L-5 1
CLASSROOMD
_SERIES .
_ US26D
SCHLAGE ORE .
Q
I.
ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURERS LIMITING HEIGHT
-
L/120.
STOP -'
J.
ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO
DES. QTY.
TYPE
MODEL #
FINISH
BRAND
REVIEW.: - -
_
- - _ S-1 1 / LEAF
FLOOR STOP
FL
3310
US26D
DCI
K.
-
` ALL DOORS MUST B E INSTALLED W ITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT
THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND
CLOSER
FLORIDA BUILDING CODE.
c.
v BLOCKING (AS
N REQUIRED)
Lip
L
FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES
(AS REQUIRED)
DES. TY.` ' P _ :
TY E MODEL FINISH
Q BRAND
I—
AS SHOWN.
_
-
D 1 , 1 LEAF. SURFACE
S MTD CLOSER MFG.. STD. ' TBD TBD
M.
A RN
ALL FURNITURE & WORK STA TIONS PROVIDED & INSTALLED BY TENANT.
INSTALL APPROPRIATE SEALANT(E.G.,N
( -:`
-
D 2 1 LEAF SURFACE MTD. CLOSER 7700 US26D NORTON
N.
PROVIDE GYPSUM D FURRING AND INSULATION ON EXTERIOR WALL ALL CONDITIONED
POLYURETHANE)
LYU ETHANE AND TOOL TO FACILITATE
-
•
SPACE AS NECESSARY.
WATER RUNOFF..
_ MISCELLANEOUS
%' GYP. BOARD ONE SIDE & ONE LAYER BATT
FIRE EXTINGUISH ERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE
c.
v BLOCKING (AS
N REQUIRED)
PL1
o
P.LAM.
(DOOR W/ P.LAMI.'�Im/
NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL.
DES. QTY. TYPE MODEL # FINISH BRAND P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE
M-1 1/LEAF KICK PLATE 8'04' US32D HIAWATHA WITH OWNER.
Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE
WEATHER STRIP
SPECIFIED.
R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE
DES. QTY. TYPE MODEL # FINISH BRAND , PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES.
W-1 1 WEATHER STRIPPING MFG. STD. MFG. STD. MFG. STD. S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN
AND THRESHOLD CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS.
DOOR SCHEDULE NOTES: PLAN NOTES:
1. PROVIDE NEW MEDIUM GRADE ADA LEVER HARDWARE TO MATCH STANLEY TRIM PROFILE 16D O ALIGN FINISH FACES.
BRUSHED CHROME FINISH.
2. COORDINATE KEYING LOCK SETS WITH TENANT. O2 NOT USED
3. ALL EXIT DOOR HARDWARE TO MEET THE REQUIREMENTS OF LIFE SAFETY CODE 101,
SECTION 7.2.1.6.2. O3 NEW COLUMN MOUNTED OR WALL MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54"
4. INTERIOR WOOD DOORS STAIN/FINISH TO BE CONFIRMED WITH OWNER/ARCHITECT. A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A1OBC FOR EVERY 3000SQ.FT. OF
5. VERIFY SECURITY HARDWARE WITH TENANT. FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL
6. ALL HARDWARE MAY BE SUBSTITUTED FOR EQUAL WITH ARCHITECT'S APPROVAL. EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF
7. ALL HOLLOW METAL DOOR FRAMES TO BE PAINTED WITH SEMI -GLOSS ENAMEL TO MATCH THE EXTINGUISHER SHALL NOT BE MORE THAN 5 FEET ABOVE THE FLOOR AND THE
ADJACENT WALL COLOR. BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4 INCHES ABOVE THE FLOOR.
8. PROVIDE SILENCERS (3) PER SINGLE DOOR BY IVES AT ALL DOORS. MANUFACTURER MAY BE O NEW DOOR.
SUBSTITUTED AT OWNERS REQUEST.
9. SEE MECHANICAL DRAWINGS FOR LOCATIONS OF DOORS THAT ARE UNDERCUT. O NEW EXTERIOR WINDOW.
10. VERIFY WALL THICKNESS BEFORE ORDERING H.M. FRAMES.
O NOTE USED
f�7 PRE-ENGINEERED PREFlNISHED ALUMINUM CANOPY.
DOWNSPO CONTRACTOR TOY EACH p*x6' PREFABRICATED AND PREFlNISHED METAL DOWNSPOUT.
GENERAL FINISH NOTES:
H DOWNSPOUT IS IN THE MIDDLE OF THE TRIBUTARY GUTTER
QE)INDICATES FLOOR FINISH INDICATES WALL FINISH TO AREA.
TO BE DETERMINED XX BE DETERMINED
XX INDICATES BASE FINISH TO F XXX INDICATES MISCELLANEOUS g) NEW 8"x8" PREFABRICATED AND PREFlNISHED METAL GUTTER- SLOPE )j' PER FOOT.
BE DETERMINED FINISH TO BE DETERMINED ,p NEW TAPERED INSULATION CRICKET TO ACHIEVE POSITIVE DRAINAGE
A. NEW PAINT AND FLOORING (WHEN APPUCABLE) THROUGHOUT THE SPACE. ALL EXISTING TILE 11 NEW EXTERIOR GOOSENECK LIGHT. SEE ELECTRICAL DRAWINGS.
TO BE REMOVED. 12 NOT USED.
B. PROVIDE SAMPLES OF ALL FINISHES TO ARCHITECT/DESIGNER FOR REVIEW INCLUDING
INSTALLATION JOINT AND SEAM LAY -OUTS. 13 NEW ELECTRICAL PANEL LOCATION. SEE ELECTRICAL DRAWINGS.
C. REFERENCE INTERIOR ELEVATIONS, WHERE PROVIDED, FOR ADDITIONAL FINISH INFORMATION.
D. PAINT ALL EXPOSED METAL SURFACES (ie. GRILLES, HEATERS, AND FIRE EXTINGUISHER 14 NOT USED,
CABINETS) TO MATCH ADJACENT SURFACE. 15 NOT USED.
E. ALTERNATES WILL NOT BE ACCEPTED WITHOUT WRITTEN APPROVAL OF ARCHITECT/DESIGNER. 16 NEW UNDER COUNTER REFRIGERATOR.
SAMPLES, WHEN APPLICABLE, SHALL BE SUBMITTED FOR REVIEW.
F. ALL FLOORING TRANSITIONS ARE TO BE EASED USING LATEX TO ACHIEVE A SMOOTH AND17 OVERHANG, ABOVE
UNIFORM TRANSITION.
G. ALL CARPET IS TO BE DIRECT GLUE, UNLESS NOTED OTHERWISE 18 NEW BIFOLD DOOR.
H. TRANSITION STRIPS BETWEEN UNUKE FLOORING SURFACES IS TO BE MANUFACTURERS ,g CMU PARAPET.
STANDARD THIN PROFILE VINYL MOLDING, COLOR SELECTED BY ARCHITECT/DESIGNER.
I. ALL HOLLOW METAL DOORS AND FRAMES TO BE PAINTED WITH TWO (2) COATS OF ZERO VOC 20 4' RECESSED UGHT FIXTURE.
LATEX SEMI -GLOSS ENAMEL OVER PROPERLY PRIMED SURFACE. PAINT COLOR TO MATCH
EXISTING.
J. ALL FINISHES TO MEET CLASS C OR BETTER FOR FLAME SPREAD AND SMOKE DEVELOPED
CONCEALED PER FBC SIXTH EDITION (2017 TABLE 803.5 & 803.1.
HINGES) K. PAINT ALL WALL SURFACES, WITH A MINIMUM OF TWO (2) COATS OF QUAUTY GRADE PAINT,
3' INCLUDING TOUCH UPS AFTER MOVE IN OR UPON PUNCHUST.
Y L. INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH NFPA 101:10.2, & TABLE A.10.2.2 2012 WALL TYPES:
BLOCKING EDITION, & FLORIDA FIRE PREVENTION CODE, 6TH EDITION.
M. ALL WOOD DOORS TO HAVE ONE (1) COAT OF STAIN, ONE (1) COAT OF SEALER, AND TWO
(2) COATS OF POLYURETHANE SATIN FINISH OVER PROPERLY PREPARED SURFACE. PAINT NOTES:
COLOR TO BE CONFIRMED WITH OWNER. EXISTING CONSTRUCTION TO REMAIN
N. INSTALL CORRUGATED METAL PANELS ON THE UNDERSIDE OF THE FINISHED DRYWALL CEIUNG NEW WALL PARTITION
11 BREAKROOM ELEVATION 12 BREAKROOM ELEVATIONrl3MILLWORK SECTION IN THE STORAGE AREA.
111-1 �01
�01
�01
1. ALL WALLS GO TO 6" ABOVE THE CEIUNG UNLESS OTHERWISE NOTED.
SCALE: 1 2"=1'-0" 4 0 / " = 4 0 SCALE: 1'=1'-0" 2 2. PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS.
/ SCALE: 1 2 =1 -0 7'-9" 7'-6' 3. CONSTRUCT ALL STUD WALL FRAMING TO MEET MANUFACTURER'S MINIMUM REQUIREMENTS FOR
11 FLOOR AND CEIUNG ATTACHMENT BASED ON 5 PSF LATERAL LOADING AND L/120 DEFLECTION.
UNLESS OTHERWISE APPROVED, IN NO CASE SHALL THE ATTACHMENT BE LESS THAN THE
IA501 FOLLOWING:
A. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO CONCRETE FLOOR SHALL BE FASTENED
WITH CONCRETE STUB NAILS, EXPANSION ANCHORS, SHIELDED SCREWS, OR POWER -DRIVEN
— — — — — _ FASTENERS NOT EXCEEDING 24" O.C. AND NO MORE THAN 2" FROM EACH END.
I I B. FASTEN STUD FLANGE TO RUNNER TRACK WITH Ya' TYPE S PAN HEAD SCREWS.
NEW g" GYPSUM 0 C. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO SUSPENDED CEILINGS SHALL BE
BOARD FASTENED WITH "MOLLY' -TYPE EXPANDABLE FASTENERS, TOGGLE BOLTS, CLAMPS, OR
104 ( I SCREWS INTO CHANNELS, SPLINES, "T' RUNNERS, OR OTHER MEMBERS.
144
D. PROVIDE LEVEL 4 FINISH PER ASTM C840 IN OFFICE.
2'-1y
t 2'-(
P.LAM.
PL2
P.LAM. (ADJUSTABLE
Lip
WOOD BLOCKING
C3 a —•
(AS REQUIRED)
MOUNTING HT.
I—
INSUL.
Q
P. LAM.
INTERIOR PLASTIC
(DOOR W/
LAMINATE IS TO
CONCEALED — — _ _ _ _ —
— BE WHITE
HINGES)MELAMINE
BATT INSULATION. LOCATED OFF CMU WALL
• _ P.LAM.
•
_ 3"
oc
JK
%' GYP. BOARD ONE SIDE & ONE LAYER BATT
y•II WOOD
B-6806
�sl` BLOCKING
a
14 MILLWORK
SECTION
y
Wa
T3
—
%* GYP. BOTH SIDES & ONE LAYER SOUND BATT
PL1
o
P.LAM.
(DOOR W/ P.LAMI.'�Im/
NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL.
DES. QTY. TYPE MODEL # FINISH BRAND P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE
M-1 1/LEAF KICK PLATE 8'04' US32D HIAWATHA WITH OWNER.
Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE
WEATHER STRIP
SPECIFIED.
R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE
DES. QTY. TYPE MODEL # FINISH BRAND , PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES.
W-1 1 WEATHER STRIPPING MFG. STD. MFG. STD. MFG. STD. S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN
AND THRESHOLD CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS.
DOOR SCHEDULE NOTES: PLAN NOTES:
1. PROVIDE NEW MEDIUM GRADE ADA LEVER HARDWARE TO MATCH STANLEY TRIM PROFILE 16D O ALIGN FINISH FACES.
BRUSHED CHROME FINISH.
2. COORDINATE KEYING LOCK SETS WITH TENANT. O2 NOT USED
3. ALL EXIT DOOR HARDWARE TO MEET THE REQUIREMENTS OF LIFE SAFETY CODE 101,
SECTION 7.2.1.6.2. O3 NEW COLUMN MOUNTED OR WALL MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54"
4. INTERIOR WOOD DOORS STAIN/FINISH TO BE CONFIRMED WITH OWNER/ARCHITECT. A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A1OBC FOR EVERY 3000SQ.FT. OF
5. VERIFY SECURITY HARDWARE WITH TENANT. FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL
6. ALL HARDWARE MAY BE SUBSTITUTED FOR EQUAL WITH ARCHITECT'S APPROVAL. EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF
7. ALL HOLLOW METAL DOOR FRAMES TO BE PAINTED WITH SEMI -GLOSS ENAMEL TO MATCH THE EXTINGUISHER SHALL NOT BE MORE THAN 5 FEET ABOVE THE FLOOR AND THE
ADJACENT WALL COLOR. BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4 INCHES ABOVE THE FLOOR.
8. PROVIDE SILENCERS (3) PER SINGLE DOOR BY IVES AT ALL DOORS. MANUFACTURER MAY BE O NEW DOOR.
SUBSTITUTED AT OWNERS REQUEST.
9. SEE MECHANICAL DRAWINGS FOR LOCATIONS OF DOORS THAT ARE UNDERCUT. O NEW EXTERIOR WINDOW.
10. VERIFY WALL THICKNESS BEFORE ORDERING H.M. FRAMES.
O NOTE USED
f�7 PRE-ENGINEERED PREFlNISHED ALUMINUM CANOPY.
DOWNSPO CONTRACTOR TOY EACH p*x6' PREFABRICATED AND PREFlNISHED METAL DOWNSPOUT.
GENERAL FINISH NOTES:
H DOWNSPOUT IS IN THE MIDDLE OF THE TRIBUTARY GUTTER
QE)INDICATES FLOOR FINISH INDICATES WALL FINISH TO AREA.
TO BE DETERMINED XX BE DETERMINED
XX INDICATES BASE FINISH TO F XXX INDICATES MISCELLANEOUS g) NEW 8"x8" PREFABRICATED AND PREFlNISHED METAL GUTTER- SLOPE )j' PER FOOT.
BE DETERMINED FINISH TO BE DETERMINED ,p NEW TAPERED INSULATION CRICKET TO ACHIEVE POSITIVE DRAINAGE
A. NEW PAINT AND FLOORING (WHEN APPUCABLE) THROUGHOUT THE SPACE. ALL EXISTING TILE 11 NEW EXTERIOR GOOSENECK LIGHT. SEE ELECTRICAL DRAWINGS.
TO BE REMOVED. 12 NOT USED.
B. PROVIDE SAMPLES OF ALL FINISHES TO ARCHITECT/DESIGNER FOR REVIEW INCLUDING
INSTALLATION JOINT AND SEAM LAY -OUTS. 13 NEW ELECTRICAL PANEL LOCATION. SEE ELECTRICAL DRAWINGS.
C. REFERENCE INTERIOR ELEVATIONS, WHERE PROVIDED, FOR ADDITIONAL FINISH INFORMATION.
D. PAINT ALL EXPOSED METAL SURFACES (ie. GRILLES, HEATERS, AND FIRE EXTINGUISHER 14 NOT USED,
CABINETS) TO MATCH ADJACENT SURFACE. 15 NOT USED.
E. ALTERNATES WILL NOT BE ACCEPTED WITHOUT WRITTEN APPROVAL OF ARCHITECT/DESIGNER. 16 NEW UNDER COUNTER REFRIGERATOR.
SAMPLES, WHEN APPLICABLE, SHALL BE SUBMITTED FOR REVIEW.
F. ALL FLOORING TRANSITIONS ARE TO BE EASED USING LATEX TO ACHIEVE A SMOOTH AND17 OVERHANG, ABOVE
UNIFORM TRANSITION.
G. ALL CARPET IS TO BE DIRECT GLUE, UNLESS NOTED OTHERWISE 18 NEW BIFOLD DOOR.
H. TRANSITION STRIPS BETWEEN UNUKE FLOORING SURFACES IS TO BE MANUFACTURERS ,g CMU PARAPET.
STANDARD THIN PROFILE VINYL MOLDING, COLOR SELECTED BY ARCHITECT/DESIGNER.
I. ALL HOLLOW METAL DOORS AND FRAMES TO BE PAINTED WITH TWO (2) COATS OF ZERO VOC 20 4' RECESSED UGHT FIXTURE.
LATEX SEMI -GLOSS ENAMEL OVER PROPERLY PRIMED SURFACE. PAINT COLOR TO MATCH
EXISTING.
J. ALL FINISHES TO MEET CLASS C OR BETTER FOR FLAME SPREAD AND SMOKE DEVELOPED
CONCEALED PER FBC SIXTH EDITION (2017 TABLE 803.5 & 803.1.
HINGES) K. PAINT ALL WALL SURFACES, WITH A MINIMUM OF TWO (2) COATS OF QUAUTY GRADE PAINT,
3' INCLUDING TOUCH UPS AFTER MOVE IN OR UPON PUNCHUST.
Y L. INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH NFPA 101:10.2, & TABLE A.10.2.2 2012 WALL TYPES:
BLOCKING EDITION, & FLORIDA FIRE PREVENTION CODE, 6TH EDITION.
M. ALL WOOD DOORS TO HAVE ONE (1) COAT OF STAIN, ONE (1) COAT OF SEALER, AND TWO
(2) COATS OF POLYURETHANE SATIN FINISH OVER PROPERLY PREPARED SURFACE. PAINT NOTES:
COLOR TO BE CONFIRMED WITH OWNER. EXISTING CONSTRUCTION TO REMAIN
N. INSTALL CORRUGATED METAL PANELS ON THE UNDERSIDE OF THE FINISHED DRYWALL CEIUNG NEW WALL PARTITION
11 BREAKROOM ELEVATION 12 BREAKROOM ELEVATIONrl3MILLWORK SECTION IN THE STORAGE AREA.
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1. ALL WALLS GO TO 6" ABOVE THE CEIUNG UNLESS OTHERWISE NOTED.
SCALE: 1 2"=1'-0" 4 0 / " = 4 0 SCALE: 1'=1'-0" 2 2. PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS.
/ SCALE: 1 2 =1 -0 7'-9" 7'-6' 3. CONSTRUCT ALL STUD WALL FRAMING TO MEET MANUFACTURER'S MINIMUM REQUIREMENTS FOR
11 FLOOR AND CEIUNG ATTACHMENT BASED ON 5 PSF LATERAL LOADING AND L/120 DEFLECTION.
UNLESS OTHERWISE APPROVED, IN NO CASE SHALL THE ATTACHMENT BE LESS THAN THE
IA501 FOLLOWING:
A. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO CONCRETE FLOOR SHALL BE FASTENED
WITH CONCRETE STUB NAILS, EXPANSION ANCHORS, SHIELDED SCREWS, OR POWER -DRIVEN
— — — — — _ FASTENERS NOT EXCEEDING 24" O.C. AND NO MORE THAN 2" FROM EACH END.
I I B. FASTEN STUD FLANGE TO RUNNER TRACK WITH Ya' TYPE S PAN HEAD SCREWS.
NEW g" GYPSUM 0 C. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO SUSPENDED CEILINGS SHALL BE
BOARD FASTENED WITH "MOLLY' -TYPE EXPANDABLE FASTENERS, TOGGLE BOLTS, CLAMPS, OR
104 ( I SCREWS INTO CHANNELS, SPLINES, "T' RUNNERS, OR OTHER MEMBERS.
144
D. PROVIDE LEVEL 4 FINISH PER ASTM C840 IN OFFICE.
2'-1y
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ACCESSORY SCHEDULE
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SEMI -RECESSED PAPER TOWEL
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BOBRICK
B-369
TOP AT 50Y2" A.F.F.
SURFACE -MOUNTED SANITARY-
NAPKIN DISPOSAL
BOBRICK
B-270
TOP AT 30" A.F.F.
NOTE: MOUNTING HEIGHTS NOTED ARE TO BE USED ONLY WHEN MANUFACTURERS STANDARD
MOUNTING HEIGHTS ARE NOT PROVIDED. ALL ACCESSORIES IN ACCESSIBLE STALL TO
COMPLY WITH MANUFACTURERS RECOMMENDED BARRIER FREE MOUNTING HEIGHTS.
ARCHITECTURE
135 West Central Blvd., Suite 340
Orlando Florida 32801
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TEL 407.363.6136
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Drawing Number:
IA501.
Of Sheets
Job Number:
A/E Job Number:
18018
STRUCTURAL NOTES POST -INSTALLED ANCHORS ABBRE V ATIONS (NOT ALL ARE USED)
GOVERNING CODES:
A.The below Products are the design basis for this project. Substitution requests for products other than those listed below may be submitted
C.These construction documents have been prepared from the most complete information available to the engineer. All data on existing
by the contractor to the Engineer -of -Record (EOR) for review. Substitutions will only be considered for products having a code Report
A.This design is based on the following codes:
recognizing the product for the appropriate application and project building code. Substitution submittals shall demonstrate that the
1. Florida Building Code, Sixth Edition (2017).
substituted product is capable of achieving the equivalent performance values of the design basis product.
2. Building Code Requirements for Structural Concrete ACI 318 (2014 EDITION).
B. Adhesive Anchors (Epoxy): _
3. Building Code Requirements for Masonry Structures, (ACI 530-13 / ASCE 6-13 J TMS 402-16).
1. Into Concrete: Adhesive for rebar and anchors shall have been tested in accordance with ACI 355.4 and ICC -ES AC308 for cracked
not intended to show in minute detail all of the accessories intended for the purpose of execution of the work, but it is understood that such
concrete and seismic applications. Pre -approved products include:
DESIGN LOADS:
a) HILTI HIT-HY 200 (ICC -ES ESR -3187)
B. Wind load based on using the ASCE 7-10 "Minimum Design Loads for Buildings and Other Structures' methods of calculation for wind `
b) SIMPSON STRONG -TIE "SET -XP" (ICC -ES ESR -2508)
pressures and the following factors:
2. Anchoring System shall utilize traditional preparation of the anchor hole (Blowing and brushing) per the manufactures requirements.
1. Mean Roof Height of 15'-0"
3. Anchoring adhesive shall be a two-part component 100% solid epoxy based system supplied through a static mixing nozzle supplied
2. Wind speed of 139 MPH (Vult).
by the manufacturer. This requirement shall be met regardless of which epoxy product or manufacturer that is used on this project.
3. Exposure Category'C'. -
4. The threaded rods to be used in combination with Epoxy system shall be fabricated from steel meeting or exceeding the properties of
4. Risk Category IL
ASTM A36.
5. Internal Pressure Coefficient of +/- 0.18 ("Enclosed" building).
C. Mechanical Anchors (Expansion/Screw Anchors):
6. This building is NOT IN A WIND BORNE DEBRIS REGION as defined by Florida Building Code.
1. Into Concrete: Anchors shall have been tested in accordance with ACI 355.2 and ICC -ES AC193 for cracked and seismic
1. 3000 psi: Foundations, block fill, slab -on -grade
applications. Adhesive anchors shall be installed by a certified adhesive anchor installer where designated on the contract documents.
C. Roof live load of 20 PSF with allowable load reductions based on area as outlined in the Florida Building Code.
Pre -approved products include:
D. Roof dead load of 20 PSF.
a) Screw Anchor- HILTI "KWIK HUS -EZ' (ICC -ES ESR 3027)
DISCREPANCIES BETWEEN DRAWINGS & EXISTING CONDITIONS:
b) Expansion Anchor- HILTI 'KWIK BOLT TZ" (ICC -ES ESR 1917)
A.These drawings were prepared based on field data gathered during the design process. However, as the demolition of the existing
c) Screw Anchor- SIMPSON STRONG -TIE "TITEN-HD" (ICC -ES ESR 2713)
structure allows for better views of the existing structure, there may be discrepancies between the drawings & the actual conditions. These
d) Expansion Anchor- SIMPSON STRONG -TIE "STRONG -BOLT 2"(ICC-ES ESR -3037).
discrepancies should be brought to the attention of the architect immediately. Please confirm all dimensions to the existing structure before
Institute. Erection bracing shall hold trusses straight and plumb and in safe condition until decking and permanent truss bracing is applied
ordering, purchasing, or installing any new work.
PRE -FABRICATED WOOD ROOF TRUSSES:
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A. These roof trusses shall be designed by a State of Florida licensed professional engineer and all shop drawings created for this project
SHOP DRAWINGS:
shall be signed and sealed by a Delegated Engineer. This submittal shall comply with the Delegated Engineer Requirements listed below.
A. When shop drawings or submittals are required (1) electronic copy (combined PDF format) shall be submitted along with a transmittal. GC
B. The truss web configuration shown in these drawings is for informational purposes only. The final web layout shall be the responsibility of
shall review submittals for subcontractor coordination items prior to our review. Contractor shall allow for (10) ten business days for shop
the truss manufacturer (designer).
drawing and submittal review. The following shop drawings and/or submittals are required:
C.The architectural drawings shall control as to the shape of the trusses:
1. Concrete mix design submittals of all concrete used in structural applications clearly identifying their intended use (i.e.
D. The design criteria for these trusses is:
.slab -on -grade").
1. Wind load design criteria is stated in the project criteria section.
2. Wood trussrues sshop drawings.
2. Trusses are components of the building, thus the parts & components factors (based on area) shall be applied to the trusses to obtain
3. Concrete reinforcing layout shop drawings.
wind loads internal to the truss.
B. Special engineering components such as pre-engineered trusses and cold -formed steel systems shall be provided by a delegate registered
3. Roof dead and live load is stated in the project criteria section.
professional engineer in the State of Florida who shall be the engineer of record of these special engineering components per the Florida
E. Truss design drawings shall include the following minimum information:
Administrative Code section 61 G15-30.006. Signed and sealed drawings shall be submitted for review of general conformance with the
design criteria specified by the engineer or record.
1. Span, depth of slope and spacing of trusses.
_
2. Minimum bearing width as controlled by Fc of the lumber in the truss. -
DRAWINGSAND SPECIFICATIONS•
7.
3. Design dead, live and wind uniform loads and any concentrated loads and their point of application.
A.Do not scale these drawings for dimensions not given. Advise Project Architect of any conflicts between these drawings and the 4. Adjustment to allowable lumber values and plates for condition of use.
Architectural drawings. Verify all field conditions and confirm column locations in respect to building wall alignment prior to the start of work. WIND ZONES ON STRUCTURE
5. Reactive forces and locations. Special attention shall be made for uplift forces.
B Th dt b d'
car. rare awmgs o e use m combination with the architectural, mechanical, plumbing, electrical, and awl drawings._ Refer to these
other drawings for details that relate to structural components.
6. Connection plate type, thickness (or gauge), size and location for each joint.
C.These construction documents have been prepared from the most complete information available to the engineer. All data on existing
7. Lumber size, species, and grade for each member.
construction conditions are approximate & shall be verified prior to commencing work.
8. Location of all continuous lateral bridging.
D. The contractor shall comply with the manufacturer's instructions & recommendations to the extent -printed information are more detailed or
F. Truss placement diagrams shall be prepared by the truss manufacturer and presented to the architect for review. The diagrams shall show
stringent than the requirements contained in the plans.
all truss -to -truss connections and locations of all continuous lateral bracing members required by truss manufacturer's design.
E. The plans show the location of all fixtures & equipment & are intended to convey the general intent of the work in scope & layout. They are
G.The uplift forces calculated by the truss manufacturer shall control in determining the final hurricane clips to be place at the truss reactions.
not intended to show in minute detail all of the accessories intended for the purpose of execution of the work, but it is understood that such
The truss manufacturer shall use "Main Wind Force Resistance System" loads to calculate these loads for connection to building. The
details are part of this work.
truss manufacturer shall confirm the hurricane clips indicted on these project drawings are adequate for their design. Additional clips or
F. The Contractor shall perform no portion of the work at any time without Contract Documents or, where required, approved shop drawings,
larger clips are the responsibility of the truss manufacturer.
product data or supplemental details for such portion of the work.
H. Trusses shall be designed so that no horizontal reactions are imposed on the structure under vertical loads.
G.The Contractor is responsible for means and methods of construction to ensure the safety of the building until the structural system is
I. Design standards shall conform to the applicable provisions of the "National Design Specification for Wood Construction" published by the
completed. The structural system is unstable until all connections have been made and all concrete has reached the minimum design
American Forest and Paper Association and the "Design Specification for Metal Plate Connected Wood Trusses' published by the Truss
strength' as specified in these drawings.
Plate Institute.
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J. All connection plates shall be a minimum thickness of 0.036" and shall be manufactured from steel meeting the requirements of ASTM
CONCRETE:
A446 Grade A or a higher grade when required by truss design. Connection plates shall be hot dipped galvanized according to ASTM
A. Concrete strength requirement:
A525, coating designation G60.
1. 3000 psi: Foundations, block fill, slab -on -grade
K. Lumber used in trusses shall not have wane or knots occurring in the connector plate area which effects more than 10% of the required
B. Maximum Slump: 4" (+/-1") for all concrete, except use 8"-11" for filling cells in block. Fly ash, if used, shall not exceed 20% by weight of
plate area or number of teeth required by the design. Connector plates shall be applied to both faces of truss at each joint and should
provide firm even contact between the plate and the wood. All wood members shall be accurately cut and fabricated so that all truss units
total cementitious content. Slump limits shall be strictly adhered to.
are uniform. See Truss Plate Institute "Quality Standards for Metal Plate Connected Wood Trusses QST -88' for tolerance and other special
C.The concrete shall contain the maximum size aggregate permitted by ACI Code up to 3/4" maximum. The guidelines for maximum
requirements.
aggregate size are not greater than 1/5 the narrowest opening in the forms, and/or 1/3 the depth of the slab.
L. All trusses must be securely braced and anchored both during erection and after permanent installation in accordance with "Commentary
D. Small rock mixes are not permitted for slab -on -grade and tilt wall panel applications. When used in ACI blended mix, small rock is permitted
and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses (HIB -91)" as published by the Truss Plate
but shall not exceed 20% by weight of total coarse aggregate content.
Institute. Erection bracing shall hold trusses straight and plumb and in safe condition until decking and permanent truss bracing is applied
E. Concrete formwork: Concrete formwork shall be in a clean condition for use as finished surface forms. Forms shall not be removed until to form a structural sound framing system. All erection and permanent bracing shall be installed and all trusses shall be permanently
the concrete is of sufficient strength to support its own weight and proposed construction loads. fastened before application of any loads. Safe erection of the trusses is the responsibility of the building contractor.
POSITIVE WIND PRESSURE ON GLAZING WALL COMPONENTS
F. Minimum Concrete Cover.
1. Concrete permanently exposed to earth = 3 inches.
2. Concrete exposed to earth or weather =1-1/2 inches
3. Concrete not exposed to earth or weather = 3/4 inches
G.Concrete must be batched, mixed, and transported in accordance with The Specifications for Ready -Mixed Concrete ASTM C94. Concrete
shall be placed with -in 90 minutes of batch time.
LOCATION ON BUILDING
POS PRESSURE
POS PRESSURE
POS PRESSURE
POS PRESSURE
POS PRESSURE
< 10 SQ FT
< 20 SQ FT
< 50 SQ FT
< 100 SQ FT
< 500 90 FT
FIELD AREA
a
385
369
353
33.7
28-9
CORNER AREAE]
a
385
36.9
353
33.7
28.9
B. The geotechnical engineer shall notify the engineer of record immediately of any discrepancies between the recommended design soil
H.Expansion and Contraction Joints. Floor (contraction) points shall be saw cut or prefabricated at a maximum spacing of 2 to 3 times the slab
thickness in feet (i.e. 8'-12' o/c for a 4" thick slab). These contraction joints shall be approximately 1/8" wide and extend to a minimum depth NEGATIVE WIND PRESSURE ON GLAZING WALL COMPONENTS
of 1/4 the slab thickness. A 1/4" perimeter expansion (isolation) joint shall be used at floors adjoining walls and around all columns. These
isolation joints shall be formed by installing an asphalt impregnated fiber sheet that extends the entire thickness of the slab.
1. The concrete supplier shall provide mix designs of all concrete used in structural applications clearly identifying their intended use (i.e.
`slab -on -grade').
J. When pouring against earth, the embankment shall be wetted first and all pours on direct sun days will be misted at least twice following
initial set. Isolation joints shall be provided at all columns and expansion felt at the perimeter of the slab.
K. Finish on the surface of floor shall be machined troweled followed by hand finishing as required.
LOCATION ON BUILDING
NEG PRESSURE
NEG PRESSURE
NEG PRESSURE
NEG PRESSURE
NEG PRESSURE
< 10 SQ FT
< 20 SQ FT
< 50 SQ FT
< 100 SQ FT
< 500 SQ FT
FIELD AREA
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40.2
38.5
36.9
32.1
CORNER AREA
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51.4
48.2
43.4
40.2
32.1
B. The geotechnical engineer shall notify the engineer of record immediately of any discrepancies between the recommended design soil
L. Exterior walks and parking areas to be light brushed finished.
M.Curing of concrete shall be in accordance with ACI 318. ROOF WIND UPLIFT PRESSURES
N. Provide 6 mil vapor barrier at slab on grade areas. Provide seam tape and pipe boots at all penetrations.
CONCRETE REINFORCEMENT:
A. Reinforcing steel bars shall be Grade 60 (60 KSI ASTM A615) steel and tied with drawn steel wire.
B. Welded Wire Fabric shall conform to ASTM A185.
C. Placement of reinforcing steel shall be as shown on plans and per the "Manual of Standard Practice for Detailing Reinforced Concrete
Structures", ACI 315 manual on placing steel reinforcing.
D. Provide minimum lap splice of 48 bar diameters but not less than 18 inches for all reinforcing bars unless noted otherwise St
UPLIFT PRESSURE UPLIFT PRESSURE UPLIFT PRESSURE UPLIFT PRESSURE
ZONE
< 10 SQ FT < 20 SQ FT < 50 SQ FT < 100 SQ FT
42.1 42.1 403 38-5
70.7 635 52.8 45.7
a 106.4 88-5 635 45.7
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splices in adjacent bars at least 24 inches, except in beams and columns.
GENERAL NOTES:
E. Provide a minimum length of 16 bar diameters of standard hook wall reinforcement into footing or slab, unless noted otherwise. Length of
TEL 407.363.6136
M26001097
standard hook shall be 12 bar diameters.
WIND LOADS ARE BASED ON ASCE 7-10 'MINIMUM DESIGN LOADS FOR
F. In wall footings, grade beams and bond beams, provide bent bars at comers and intersections of the same number and size as the straight
BUILDINGS
AND OTHER STRUCTURES" USING THE FOLLOWING CRITERIA;
bars.
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1.
DESIGN CRITERIA
FOUNDATIONS:
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WIND SPEED: Vult =139 MPH (ULTIMATE), Vasd =108 MPH (NOMINAL).
A. An allowable design soil bearing pressure of 1,500 PSF has been used.
BUILDING RISK CATEGORY IL'ENCLOSED"
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BUILDING CLASSIFICATION (GCpi = +/- 0.18).
B. The geotechnical engineer shall notify the engineer of record immediately of any discrepancies between the recommended design soil
CO)
BUILDING EXPOSURE CATEGORY 'G'.
bearing pressure and the actual soil conditions. Changes necessary to the contract documents due to specific information in the
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MEAN ROOF HEIGHT LESS THAN 15-0`.
geotechnical report shall be considered additional services.
0
ROOF ANGLE OF LESS THAN 7 DEGREES.
C. Notify Engineer if footing excavation reveals unsuitable or unstable soils, or materials or conditions not anticipated in the area.
D. Fill material shall be clean soil, free of debris and organic material. Fill material shall be placed in one foot lifts and compacted to criteria not
- 2.
ALL WIND PRESSURES SHOWN ABOVE ARE IN PSF (LB/Sa FT).
less than 95% of its modified proctor density.
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E. Contractor shall coordinate all below grade piping routing with the foundations. No piping through the foundation shall be allowed. Refer to
3.
NOTE WIND PRESSURES SHOWN ARE 'ULTIMATE' AND CAN BE CONVERTED
TO NOMINAL (ASD) BY MULTIPLYING BY 0.6.
civil drawings for minimum piping clearance below the foundations.
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F. Foundation walls retaining soil shall be braced until floor slabs are in place and reached their specified compressive strength.
4.
WALL WIND PRESSURES SHOWN HAVE BEEN REDUCED 10916 SINGE ROOF
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ANGLE LESS THAN 10 DEGREES PER ASCE 7-10.
CONCRETE MASONRY UNITS:
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A. Concrete block work under this section shall be as per plans and shall be plumb, true to line with level courses accurately placed. Where no
5.
GROSS PRESSURES ARE FOR WINDOWS, DOORS, VENEER, ROOFING,
pattern is indicated, masonry shall be laid in a running bond.
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ROOFING ACCESSORIES AND OTHER BUILDING COMPONENTS AND
B. All concrete blocks shall have a minimum fm of 2000 PSI and be of normal weight conforming to ASTM C-90 Type N-1. Concrete masonry
W
CLADDING.
units shall be dry when laid.
6.
GROSS PRESSURES SHALL BE LINEARLY INTERPOLATED FOR (A) NOT SHOWN
C. Mortar shall be used within 2 1/2 hours after initial mixing. Mortar that has stiffened due to evaporation within this period shall not be
IN TABLE.
retempered or restored to workability. Mortar shall be Type S (fm = 2000 PSI at 28 days) for above grade work, and Type M (fm = 2500
_
PSI at 28 days) for below grade (and retaining walls).
7.
POSITIVE PRESSURES INDICATE PRESSURES ACTING TOWARD A PROJECTED
D. Hollow units shall be laid with full mortar coverage of horizontal and vertical face shells. Webs shall also be bedded in all courses of piers,
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SURFACE. NEGATIVE PRESSURES INDICATE PRESSURES ACTING AWAY FROMA
columns, and pilasters, and in the starting courses on footings, and where adjacent to cells or cavities to be filled with coarse grout. Mortar
PROJECTED SURFACE.
joints shall be 3/8" thick except where otherwise indicated. Exterior walls to be covered shall have flush joints, and interior wall joints shall
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be tooled with a round jointer.
8.
JOIST/ TRUSS NET UPLIFT LOAD COMBINATION 15 0.6D + 0.6W. W IS AS
E. Horizontal joint reinforcing (wire type with 9 gage equal to Dur-o-wal) shall be placed at 16" o/c. vertically and shall extend at least 6" into
SHOWN ABOVE AND 'D' =12 PSF.
vertical columns or pilasters. Horizontal reinforcement shall not be continuous across control joints and shall be placed fully embedded in
face -shell mortar beds for their entire length (minimum mortar cover of 5/8").
9.
WIND PRESSURE TABLES ARE BASED ON FBG SIXTH EDITION (2017) / ASCE `
7-10 ULTIMATE WIND SPEEDS.
F. Vertical reinforcement (where required) shall be placed in the center of masonry cores unless shown otherwise. This reinforcement shall be
lapped (where required) a minimum of 48 bar diameters or T-1" whichever is greater. Masonry cores shall be filled with coarse grout
10.
BUILDING 1S NOT IN A WIND-BORNE DEBRIS REGION.
conforming to ASTM C476.
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Certifl�131
1. 3000 PSI at 28 days
* � 01 =
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2. 3/8" aggregate
(NOT
3. 8" -11" slump
5001
Of Shests
G.Bond beams shall consist of load-bearing units filled with coarse grout and reinforced as indicated unless noted otherwise in contract
A/E Job Number,
18018
drawings. Reinforcement shall be continuous except through expansion (control) joints. Where bond beam is not broken at control joint, a
dummy control joint shall be formed in the bond beam.
H. Unfinished work shall be stepped back for tooling with new work. Toothing may be employed only when specifically approved. Before laying
new work, loose mortar shall be removed and the exposed joint thoroughly cleaned.
I. Use masonry saws to cut block as required.
J. If wall reinforcing is not shown plans, place one #5 bar in a cell filled with coarse grout at a maximum spacing of 48". Also fill the first cell
-
adjacent to any opening, and located three filled cells at any wall comer or intersection.
K. Provide clean -outs for filling cells in lifts exceeding 4 ft, but lifts shall not exceed 12'-0.
L. At the completion of the work all holes in joints of masonry surfaces to be exposed or painted (except weep holes) shall be filled with mortar
and suitably tooled. Masonry walls shall be dry brushed at the end of each day's work and also after final pointing, and shall be left clean
and free from mortar spots and droppings. Any cracks in masonry shall be repaired. Defective joints shall be cut out and repointed.
M.Space masonry control joints at a maximum of 24'-0" o.c. (unless noted otherwise).
Avanti Project No. 18-116
N.AII masonry that is retaining earth, as in a retaining wall or stem wall shall be filled solid for portion in contact with earth.
W 1345 N. Falkenburg Rd.
Tampa, Florida 33619
F_/kv/Al 41
® P (813) 655-2884
www.avantitampa.com
� FLORIDA CERTIFICATE OF
consulting
Ing eingineers AUTHORIZATION No. 26537
ARCHITECTURE
135 West Central Bbd., Suite 340
Orlando, Florida 32801
TEL 407.363.6136
M26001097
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Drawing Number,
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Job Number
A/E Job Number,
18018
30'-0'
FOUNDATION PLAN
i
FOOTING SCHEDULE
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MARK
SIZE
REINFORCEMENT
MIN LOAD/FT
MAX LENGTH
REMARK
L-1
DOOR5/WINDOW5
OLENGTH
2693
4'-0"
-
F—L-51
DOORS/WINDOWS
8F8 -1B
752
WIDTH
DEPTH
TOP
CENTER
BOTTOM
REMARKS
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CONT
2-0"
1'-0'
-
-
(3) #5 BARS CONT
-
1. THE BOTTOM OF ALL FOOTINGS SHALL BE 0'-O"} MIN BELOW FINISHED EARTH GRADE.
FOUNDATION NOTES
1. REFER TO STRUCTURAL NOTES FOR SOIL COMPACTION REQUIREMENTS. REINFORCING "CHAIRS' ARE
REQUIRED PER FLORIDA BUILDING CODE.
2. THE CONCRETE SLAB SHALL BE CAST ON A VAPOR BARRIER (6 MIL MIN THICKNESS) ON
WELL -COMPACTED, CLEAN, TERMITE -TREATED FILL SLAB CURING IS REQUIRED.
3. THE CONCRETE SLAB ON GRADE HAS NOT BEEN SPECIFICALLY DESIGNED TO SAFELY SUPPORT ANY
CRANE LOADS. IF USED AS SUCH, SUBMIT SIGNED AND SEALED CALCULATIONS VERIFYING SLAB'S
CAPACITY TO BE UTILIZED IN SUCH A MANOR
4. CENTERLINES OF WALLS AND COLUMNS SHALL COINCIDE WITH THE FOUNDATION CENTERLINES,
UNLESS 5PF-CIF 0AL.LY SHOWN OTHERWISE.
5. ELEVATIONS SHOWN_ ON THESE PLANS REFER TO O' -O' REFERENCE ELEVATION (TOP OF GROUND
FLOOR SLAB).
6. SEE DRAWING SOOT FOR STRUCTURAL NOTES.
7. VERIFY ALL DIMENSIONS, ELEVATIONS, SLAB STEPS AND SLAB FINISHES WITH BUILDING DRAWINGS
PRIOR TO COMMENCING CONSTRUCTION. FOR ADDITIONAL DIMENSIONAL INFORMATION NOT GIVEN
HERE, REFER TO BUILDING DRAWINGS.
S. SLAB ON GRADE CONTRACTION JOINTS (CJ) SHALL BE TOOLED OR SAWCUT WITHIN 6 HOURS OF
POURING. SEE DETAIL VS301. JOINT PATTERN SHALL BE SHOWN ON PLAN. CONTRACTOR SHALL
PROVIDE DIAMOND SHAPED 'LEAVE -OUTS' AT ALL COLUMNS AND AT ALL ROOF DRAIN LOCATIONS
('HALF -DIAMONDS'.
9. SIDE FORMS SHALL BE USED FOR ALL FOOTINGS UNLESS IT CAN BE DEMONSTRATED THAT SOILS ARE
STABLE ENOUGH TO MAINTAIN VERTICAL 'FORM -GUT DURING CONSTRUCTION. INSPECTOR TO VERIFY
AND ADVISE.
10. PROVIDE 8" WIDE x 8' DEEP MINIMUM THICKENED CONCRETE EDGE REINFORCED WITH 0) #4 BAR
CONTINUOUS AT ALL DOOR OPENINGS.
11. COORDINATE FINAL GRADE ELEVATIONS WITH TOP/FOOTING ELEVATIONS AND CIVIL PLANS PRIOR TO
COMMENCING CONSTRUCTION. VERIFY 4' MINIMUM FROM TOP OF FOOTING TO FINISHED GRADE..
12. SEE VS301 FOR CONSTRUCTION JOINT DETAILS (SLAB COLD JOINTS, IF NEEDED.)
LINTEL SCHEDULE
MARK
LOCATION
TYPE
MIN LOAD/FT
MAX LENGTH
REMARK
L-1
DOOR5/WINDOW5
8F8-113
2693
4'-0"
-
F—L-51
DOORS/WINDOWS
8F8 -1B
752
L-3
DOORSAMNDOWS
8F16 -1B
1843
1. ALL LINTELS ARE 8' WIDE PRECAST LINTELS AS MANUFACTURED BY CAST -CRETE OR APPROVED EQUAL
2. LENGTH REPRESENTS THE OVERALL LENGTH OF THE LINTEL WITH A MINIMUM 4' BEARING AT EACH END.
3. ALTERNATE LINTELS WILL BE ACCEPTED BASED ON REQUIRED LOAD CAPACITY STATED IN CHART.
4. NOTE LINTEL MAY ACT AS COMPOSITE WITH BOND BEAMS AT THE FLOOR AND/OR ROOF LEVELS.
8' NOM
#5 REBAR AT TOP, MIN ONE
REQ W/ 1 Y2' MIN CONC
w COVER
D8" NOM CMU
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N
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ltl LINTEL CAVITY
BOTTOM REIN PROVIDED
IN LINTEL VARIES
NOMINAL WIDTH
F = FILLED W/ GROUT
NOMINAL HEIGHT
8F1 �-1 B/1T
QUANTITY OF #5 REBAR
AT TOP
QUANTITY OF #5 REBAR
AT BOTTOM OF CAVITY
MASONRY WALL REINFORCING NOTES
1. USE 0) #5 BAR IN FILLED GELL @ 48" OG MAX.
2. USE 0) #5 BAR @ EACH SIDE OF OPENING PER DETAIL 3/5301.
3. USE (3) #5 BARS @ CORNERS PER DETAIL 3/5301.
4. AT THE CONTROL JOINTS IN MASONRY USE DETAIL 2/5301, SEE
ARCH DRAWINGS FOR LOCATION.
5. FOR HORIZONTAL REINFORCING USE 9 GA DUR-O-WAL @ 16" OC.
6. FOR BOND BEAM CORNER REINFORCING DETAILS SEE 5/S301.
7. FOR STEP IN MASONRY BOND BEAM SEE DETAIL 4/S301.
Avanti Project No. 18-116
W 1345 N. Falkenburg Rd.
Tampa, Florida 33619
IAVANTI P (813) 655-2884
www.avantitampa.com
FLORIDA CERTIFICATE OF
Consulting engineers AUTHORIZATION No. 26537
■
ARCHITECTURE
135 West Central Blvd., Suite 340
Orlando, Florida 32801
TEL 407.363.6136
M26001097
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Drawing Number,
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Job Number,
A/E Job Number,
18018
30'-0" -
Y2 THICK APA RATED EXPOSURE
CI) SHEATHING W/
ZONES 1 $� 2:
8d NAILS @ II AT EDGES, TOP OF WALL
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SCALE: 3/8" _ 1'_0„
SIMPSON CONNECTOR SCHEDULE
WOOD TRUSS
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8d NAILS @ 4" OC
(2) 2x8's
- 2x6 LEDGER W/Y� DIA 2x8 CONT NAILER W/ . # 12 TEK SCREWS INTO
EXPANSION ANCHORS SIMPSON HUC28 CURB @ 47 FROM EACH
@ 247 OC W/ 3Y2 MIN HANGER W/ (6) Trod CORNER $ 24' OC MAX
EMBED INTO GROUT NAILS TO 2-2x8s $ (4) (MIN 3 PER SIDE), TYP ALL
0) ROWS OF KNOCKOUT FILLED CELLS
lOd x 1�' NAILS TO (4) SIDES
BLOCK W/ (1) #5 BAR CONT TOP OF WALL NAILER
IN GROUT FILLED ROW EL PER PLAN ROOF SHEATHING TOP OF WALL
SHEATHING PER PLAN PER PLAN EL PER PLAN
WOOD FILLER
SHEATHING PER PLAN AS REQUIRED (2) 2x8's
#5 VERT BARS @ 24" 3 N
WOOD TRUSS PER PLAN OC EPDXY 1NT0 = (1) ROWS OF KNOCKOUT O /ROOFTOP EXISTING MASONRY W/ 5B" MIN EMBED WOOD TRUSS PER PLANN GROUT FBLOCK W/ ULLED ROWONT Q UNIT PER
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BS NO = #5 VERT BARS @ 24" O W 7 WOOD TRUSS
SHOWN FOR CLARITY SIMPSON STRAP OC EPDXY INTO
PER PLAN
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PER PLAN SIMPSON STRAP EXISTING MASONRY
PER PLAN W/ 58" MIN EMBED SIMPSON MT512
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TRUSS BRG (2) 2x8 LEDGER W/Y2" W/ (14)10d NAILS
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ANCHORS @ 10" OG W/ TRUSS BRG #10 TEK SCREWS
(1) ROWS OF KNOCKOUT 3Y2" MIN EMBEDMENT EL PER PLAN A A TO CURB
BLOCK W/ p) #5 BAR CONT INTO GROUT FILLED TRUSS BRG
IN GROUT FILLED ROW CELLSVIA EL PER PLAN SIMPSON LUS28-2 Avanti Project No. 18-116
GONG BLOCK W/ REINFORCING (E) 8 GONG BLOCK WALL W/ (6)16d NAILS TO
PER PLANS TRUSS � NAILS TO(42x8sd w—AVANTI 13
45 N. Falkenburg Rd.
PRE-ENGINEERED Tampa, Florida 33619wooD TRusSEs @ SECTION AA 24' OG PER PLAN
1 TRUSS TO WALL CONNECTION 2 TRUSS TO WALL CONNECTION 3 LEDGER TO WALL CONNECTION 4 RTU SUPPORT FRAMING
GROUNi www(avan i ampa.com
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AT EXISTING BLOCK WALL SCALE: 3/4' = T -O' 5201 AT EXISTING BLOCK WALL SCALE: 3/4' =1'-O' 5201 SCALE: 3/4" = 1'-O' 5201 SCALE: 3/4' =1'-O' }. FLORIDA CERTIFICATE OF
consul 1 ing engineers AUTHORIZATION No. 26537 18018
PRE -MANUFACTURED
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ARCHITECTURE
135 West Central Blvd., Suite 340
Orlando, FlorLU ida 32801
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CONTRACTION JOINT Y8 WIDE SAW CUT TO BE MADE NO LATER
THAN 24 HOURS AFTER PLACEMENT OF
GONGRETE SLAB. GUT SHALL BE MIN SLAB PVC OR HARD RUBBER
THICKNESS/41N DEPTH (IE 1" FOR A47 THICK
SHEARING LUG
SLS)
TOP OF SLAB CONCRETE MASONRY
a SASH SLOT UNIT @ EACH
a xa X X ° X' . -�— SIDE OF CONTROL JOINT
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MASONRY CTRL JOINT
SMOOTH DOWEL SCHEDULE
SLAB
DEPTH
(IN)
DIAMETER
(IN)
TOTAL
LENGTH
(IN)
SPACING
CTO C
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JOINT REINFORCEMENT
DISCONTINUOUS AT
CONTROL JOINT
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CELL @ EACH SIDE OF JOINT
BREAKER ROD CLOSED
CELL POLYETHYLENE CAULK JOINT
FOAM, DEPTH =1.25 TIMES
JOINT WIDTH W/ SEALANT
BUILDING CORNER
(3) ADDITIONAL BARS
PLACED AS SHOWN, SEE
PLAN NOTES FOR TYP
REINFORCING BAR SIZE
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4' MIN
WALL OPENING
TYPICAL MASONRY DETAILS
8" GONG BLOCK
WALL W/ REIN
PER PLAN
24'
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SLOPE FIN GRADE AWAY
° ° a FROM BLDG MAINTAIN 4' MIN (E)
AI
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WALL INTERSECTION FTG PER PLAN W/ #5
TRANS BARS @ 48' OG
BOND BEAM CORNER CONTINUITY - -- - - - - - -
SCALE: 3/4' =1'-O"
SCALE 3/4' =1'-O"
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FILLED DELLS CONT PER PLAN
(2) ROWS OF
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MASONRY BOND BEAM STEP
SCALE: 3/4' =1'-0" 301 SCALE: 3/4' =1'-O"
EXISTING MASONRY
BLOCK WALL
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NEW 8' MASONRY PROVIDE #4 SMOOTH
BLOCK WALL SEE DOWELS 12" LONG @
PLAN FOR
REINFORCING 24" OC (VERTICAL) USE
EPDXY TO EMBED
/i DOWELS
ARCHITECTURE
135 West Central Blvd., Suite 340
Orlando, Florida 32801
- TEL: 407.363.6136
AA26001097
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Job Number,.
A/E Job Number,
CONSTRUCTION JOINT
DOWELS SHALL BE SAW CUT NOT SHEAR
o "
(IF APPLICABLE)
GUT TO PREVENT END DEFORMATION.
CONCRETE MASONRY
CENTER ROD OVER JOINT. SEE SCHEDULE
BOND BEUNIT
ABOVE FOR SIZE SPACING
1#3
HORIZ REINFORCEMENT
SMOOTH ROD 32' LONG - GREASE ONE END
X
4 '
X--.--Ir—X-
DISCONTINUOUS AT
PLACE CENTERED OVER CONTROL JOINT.
°
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PLACE SMOOTH ROD(S) IN EQUAL NUMBERS
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LOCATION AS REINFORGING IN BOND BEAM
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GONSTRUCTION JOINTS
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BUILDING CORNER
(3) ADDITIONAL BARS
PLACED AS SHOWN, SEE
PLAN NOTES FOR TYP
REINFORCING BAR SIZE
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ADDITIONAL REINFORCING BAR, GROUT JAMB SOLID
ONE EACH SIDE OF OPENING TO LINTEL BEARING
ELEVATION
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4' MIN
WALL OPENING
TYPICAL MASONRY DETAILS
8" GONG BLOCK
WALL W/ REIN
PER PLAN
24'
24'
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SLOPE FIN GRADE AWAY
° ° a FROM BLDG MAINTAIN 4' MIN (E)
AI
• a a COVER OVER FOOTINGS
WALL INTERSECTION FTG PER PLAN W/ #5
TRANS BARS @ 48' OG
BOND BEAM CORNER CONTINUITY - -- - - - - - -
SCALE: 3/4' =1'-O"
SCALE 3/4' =1'-O"
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INDICATES REINFORCING
FILLED DELLS CONT PER PLAN
(2) ROWS OF
KNOCKOUT
.BLOCKS W/ (2)
#5 BARS DONT
IN EACH ROW
MASONRY BOND BEAM STEP
SCALE: 3/4' =1'-0" 301 SCALE: 3/4' =1'-O"
EXISTING MASONRY
BLOCK WALL
I
NEW 8' MASONRY PROVIDE #4 SMOOTH
BLOCK WALL SEE DOWELS 12" LONG @
PLAN FOR
REINFORCING 24" OC (VERTICAL) USE
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ARCHITECTURE
135 West Central Blvd., Suite 340
Orlando, Florida 32801
- TEL: 407.363.6136
AA26001097
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Job Number,.
A/E Job Number,
G" INTO (E)
WALL
SCALE: 3/4" =1'-O'
I EXISTING MASONRY
BLOCK WALL
NEW 8' MASONRY
BLOCK WALL SEE � PROVIDE #4 SMOOTH
PLAN FOR • DOWELS 1.w.' @
REINFORCING :247 OC (VERTICAL) USE A
EPDXY TO EMBED
I DOWELS G' INTO
EXISTING WALL
L =TFJ J'DLA TAPGONS
' ( ro" MI W/ 1' MIN EMBED
B I AT 12" OC AT
—JL EACH ANGLE
EXISTING FOOTING
------ I -E
A L4x4x3/a EA SIDE
SAWGUT38" DEEP EA
SIDE OF NEW OPENING
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EXISTING WALL
=I=I EXISTING CMU WALL BEYOND
fII—III
NEW CONT FOOTING PROVIDE (3) #4 SMOOTH
SEE FTG SCHEDULE FOR DOWELS 16 LONG. DOWELS
REINFORCING. NOTE TOP SHALL BE SAW CUT NOT
OF NEW FTG TO MATCH SHEAR CUT TO PREVENT NEW OPENING # SECTION A -A
TOP OF EXISTING END DEFORMATION. USE -
FOOTING EPDXY TO EMBED DOWELS
8' INTO EXISTING FOOTING
9 NEW WALL FOOTING 10 NEW OPENING IN EXISTING CMU WALL
301 _ AT EXISTING WALL 8,: FOOTING scALE 3/4' = T -O" 5301 SCALE: 3/4' = T -o'
Avanfi Project No. 18-116
W 1345 N. Falkenburg Rd.
Tampa, Florida 33619
® P (813) 655-2884
www.avantitampa.com
FLORIDA CERTIFICATE OF
consulting
+■ Ing englneerS .AUTHORIZATION No. 26537
i
18018
Off ice
EXHAUST &
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2. 4 -WAY UNLESS NOTED OTHERWISE ON PLAN BY ARROWS.
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SERVED
4. TRANSITI❑N ROUND FLEXIBLE OR RECTANGULAR
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180
17,060
_-� _.. ,, _
_.
-:0
�
. . �. ti
REFRIGERANT
22
RESTROOM
22
0.25
700
54W
m on 103
115/1
1.5
CENTRIFUGAL
GREENHECK
r,..w.,
,.
5
\
l E . � ... ;.
EF -2
RESTROOM
<� ,. _.
_
700
54W
700
Men 104
0
CENTRIFUGAL
GREENHECK
SP -B90
DIRECT
P
1
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RTU -1
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Storage 1 00
0.
0
2.
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RUN 15
MINUTES AFTER OCCUPANT LEAVES THE SPACE.
FULL SIZE, AND TO DISCHARGE ONTO THE ADJACENT GREEN SPACE. PROVIDE A SPLASH BLOCK AT
THE POINT OF DISCHARGE
1200
1200
FANS WITH MOUNTED DISCONNECT.
3601
1,,003
3. PROVIDE
-616
WRAPPING UNDERM300
DUCTWORK. PACK GAP BETWEEN
I
79
022
1.00
DUCT AND ATTACHEDI'll0
SCALE: 1/8"=1'-0' 16 3.
REFER TO GENERAL MECHANICAL NOTES 14 THROUGH 17 ON THIS SHEET.
Summary -
SUM OF BOTH BRANCHES, UPSTREAM OF SPLIT.
DUCT & SLEEVE WITH BATT INSUL.
MAX "TO TOP CHORD OF
Ventilation Sizing Method ASHRAE Slid 62.1.-2010
1.20 GFMl5CIFT
Primary
360 (Vps) System Prima Airflow
1-1/ TRUSS.
4.
PAINT DUCTWORK VISIBLE THROUGH RETURN GRILLE FLAT BLACK.
_
Design Condition Minimum flow (heating)
0.22 (Xs) Average Outdoor Air Fraction
DUCT
(D) Occupant Divers ity 1.00
9.
PROVIDE TRANSITIONS AT DIFFUSER NECKS AS REQUIRED TO MATCH SIZES OF FLEX DUCTS TO BE
GA. STEEL STRAPS
SEALANT ALL AROUND
-
5.
1-
(Vou), Uncorrected Outdoor Air 79
CFM:
-
70.0% CFM Reduction During Heating;
#
r
CONNECTED.
(Ev) System Ventilation Efficiency 1-00"
SHEET METAL BOX TO
22:0% OA During; Heating;
4"
6.
REFER TO DETAIL 5 THIS SHEET FOR WAIL PENETRATION DETAIL
(Vol) Design Ventilation A r low Rate 79
CFM
PROVIDE VOLUME DAMPERS IN ALL BRANCH DUCTS FROM MAIN TRUNK LINES.
J
6.6% OADuring Normal
PACKAGE RTU SCHEDULE
EXHAUST &
SUPPLY
FAN SCHEDULE
MANUFACTURER/MODEL
MOUNTING
THCO36
E.S.P. IN
FAN
REMARKS
MOTOR DATA
TITUS/OMNI-AA
CEILING SUPPLY
EER (SEER)
WHITE
ALUMINUM
1
MARK
SPACE
CFM
INCHES
RPM
TYPE OF
MAKE
MODEL
DRIVE
REMARKS
1. SEE HVAC PLANS FOR NECK SIZES AND AIRFLOWS,
1. 24x24 LAY -IN
2. 4 -WAY UNLESS NOTED OTHERWISE ON PLAN BY ARROWS.
10.96
3. MAXIMUM PRESSURE DROP OF .04 IN WC.
SERVED
4. TRANSITI❑N ROUND FLEXIBLE OR RECTANGULAR
H2O
RIGID DUCTWORK TO DIFFUSERS AS REQUIRED.
HP/WATTS
RPM
VOLTS/PH
17,060
FAN
THROWAWAY
FILTER QTY. AND SIZE.
(2) 20x3Ox1
REFRIGERANT
EF -1
RESTROOM
75
0.25
700
54W
700
115/1
1.5
CENTRIFUGAL
GREENHECK
SP -B90
DIRECT
1 THRU 3
EF -2
RESTROOM
75
0.25
700
54W
700
115/1
CENTRIFUGAL
GREENHECK
SP -B90
DIRECT
1 THRU 3
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1.
RTU -1
/=
a
i 8.
ALL DUCTWORK AND PIPING IS SHOWN SCHEMATICALLY. PROVIDE ALL TRANSITIONS, ELBOWS, FITTINGS,
2.
CONDENSATE PIPE TO BE PVC WITH SOLVENT WELDED FITTINGS, INSTALLED AS DETAILED, ROUTED
REMARKS:
1. INTERLOCK WITH OCCUPANCY SENSOR. ALLOW FAN TO
12 GAUGE WIRE OR1-1
1/4" ROD TO TOP
RUN 15
MINUTES AFTER OCCUPANT LEAVES THE SPACE.
FULL SIZE, AND TO DISCHARGE ONTO THE ADJACENT GREEN SPACE. PROVIDE A SPLASH BLOCK AT
THE POINT OF DISCHARGE
2. PROVIDE
FANS WITH MOUNTED DISCONNECT.
ETC., TO ALLOW SMOOTH FLOWS. ALL SPLIT DUCT FITTINGS SHALL TRANSITION TO FULL SIZE OF THE
3. PROVIDE
FANS WITH BACK -DRAFT DAMPERS.
WRAPPING UNDERM300
DUCTWORK. PACK GAP BETWEEN
PACKAGE RTU SCHEDULE
GRILLE AND DIFFUSER
SCHEDULE
MARK
MANUFACTURER/MODEL
MOUNTING
THCO36
COLOR
MATERIAL
REMARKS
A
TITUS/OMNI-AA
CEILING SUPPLY
EER (SEER)
WHITE
ALUMINUM
1
B
TITUS/50F
CEILING RETURN
120
WHITE
ALUMINUM
1
NOTES:
EAT (DB/WB) 'F
REMARKS:
1. SEE HVAC PLANS FOR NECK SIZES AND AIRFLOWS,
1. 24x24 LAY -IN
2. 4 -WAY UNLESS NOTED OTHERWISE ON PLAN BY ARROWS.
10.96
3. MAXIMUM PRESSURE DROP OF .04 IN WC.
3 - 16
4. TRANSITI❑N ROUND FLEXIBLE OR RECTANGULAR
TYPE
RIGID DUCTWORK TO DIFFUSERS AS REQUIRED.
KW - STAGES
PACKAGE RTU SCHEDULE
MARK
RTU -1
MANUFACTURER
TRANE
MODEL #
THCO36
SENSIBLE COOLING CAP- BTU/HR
35,000
TOTAL COOLING CAP- BTU/HR
35,620
TONS
3
EER (SEER)
(13)
AREA SERVE
OFFICE
SUPPLY CFM
1,200
OUTSIDE AIR CFM
120
FAN FLA
6.0
ESP - IN.WG
0.5
EAT (DB/WB) 'F
-
LAT (DB/WB) 'F
57.0/54.2
COIL FACE AREA (SQ.FT.)
10.96
ROWS - FINS/INCH
3 - 16
HEATER
TYPE
ELECTRIC
KW - STAGES
5 - 1
CAPACITY (BTU/HR)
17,060
FILTER -TYPE
THROWAWAY
FILTER QTY. AND SIZE.
(2) 20x3Ox1
REFRIGERANT
R410a
COMPRESSOR QTY. - TYPE
1 - SCROLL
COMPRESSOR RLA/LRA
16.7/79
CONDENSER FAN QTY. - HP
1 - 0.2
CONDENSER FAN FLA
1.5
VOLT/PHASE/Hz
230/1/60
MCA/MOCP
33.5/45
WEIGHT (LBS)
545
NOTES
1,2,3,5,6 7,9
NOTES:
1. MOUNT UNIT ON 14" TALL PREFABRICATED ROOF CURB.
2. PROVIDE COMBINATION TEMPERATURE/HUMIDISTAT AND 24 VOLT
CONTROL WIRING. STAT SHOULD BE 7 DAY PROGRAMMABLE WITH
OVER -RIDE.
3. PROVIDE 5 MINUTE TIME DELAY TO PREVENT COMPRESSOR
SHORT CYCLING.
4. PROVIDE WITH DUCT MOUNTED SMOKE DETECTOR IN SUPPLY
AIR DUCT. SMOKE DETECTOR SHALL OPERATE PER SECTIONS
606.4 AND 606.4.1 OF THE 2017 FMC.
5. PROVIDE WITH A MOTORIZED OUTSIDE AIR DAMPER.
6. PROVIDE WITH SINGLE POINT POWER CONNECTION.
7. DISCONNECT AND CONVENIENCE OUTLET TO BE PROVIDED BY
THE ELECTRICAL CONTRACTOR.
8. PROVIDE WITH CO2 SENSOR AND DEMAND CONTROL VENTILATION
CONTROLS.
9. COORDINATE WITH ARCHITECT AND PROVIDE SCREENING IF UNITS
ARE VISIBLE FROM THE GROUND AS VIEWED FROM ANY PUBLIC
OR PRIVATE RIGHT OF WAY OR FROM . THE ABUTTING PROPERTY.
ROOF TOP EQUIPMENT
BOLT PER RESTRAINT BRACKET
MANUF'S. RECOMMENDED INSTALLATION
RESTRAINT
BRACKET
INSULATED ROOF
CURB & FLASHING
ROOF
M300 SCALE: N.T.S.
STEEL STEEL OUTSIDE AND SUPPLY AIR DUCTWORK SHALL BE EXTERNALLY INSULATED WITH R-6
7
r LLLU KI AAL F'LANJ t UUKL bUbMI I I INU I HLIK FINAL UIU. NU AQUI I IUNAL UUMF LNMHUN WILL tit
$ r 11 13.
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FIBERGLASS/FSK. ALL INSULATION AND DUCTBOARD IS TO BE SEALED WITH GLASS FAB AND MASTIC
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2. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING AND MECHANICAL CODE
1
JOINTS. DUCT SIZES SHOWN ARE MINIMUM INSIDE DIMENSIONS. ALL FLEXIBLE DUCTWORK SHALL BE
r
1
3. DUCTWORK AND PIPING TO MECHANICAL EQUIPMENT SHALL BE INSTALLED SUCH THAT IT DOES NOT
_
\�
1
r OBSTRUCT EQUIPMENT SERVICE CLEARANCES.
a
EXTERIOR WALL
CORE DRILL EXIST. MASONRY WALL.
4. COORDINATE WORK WITH ALL TRADES INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, STRUCTURAL,
r _ . . RAL, RAL,
_ -
I
r LIGHTING, POWER SYSTEMS, PLUMBING, AND FIRE PROTECTION FOR BOTH EXISTING AND NEW WORK.
r
INSULATION. ALL DUCTWORK, MASTICS, AND OTHER RELATED ITEMS SHALL HAVE A MAXIMUM FLAME
�
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r 5. INTERRUPTION OF EXISTING SERVICES SHALL BE MINIMAL AND SHALL BE FULLY COORDINATED WITH
THE OWNER AND ALL TRADES IN ADVANCE TO SCHEDULE ALL INTERRUPTIONS DURING NON-CRITICAL
CAL
INSTALL WALL WIDTH) AND GROUT
ARCHITECTURE
- - -
TIMES.
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r_'**.
5 EXTERIOR
135 West Central Blvd., Suite 340
PENETRATION
O 17.
1
1
= N
Orlando, Florida 32801
1 6. ALL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH NFPA 90A AND 90B.
M3OO SCALE: N.T.S.
TEL: 407.363.6136
1
ALL DUCTWORK SHALL BE FABRICATED IN ACCORDANCE WITH SMACNA.
1
22 LL_
M26001097
7. ALL NEW DUCTWORK SHALL BE 1 1/2 ANITMICROBIAL FIBERGLASS DUCTBOARD OR SEALED GALVANIZED
LL o
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®Copyright 2018
STEEL STEEL OUTSIDE AND SUPPLY AIR DUCTWORK SHALL BE EXTERNALLY INSULATED WITH R-6
7
SHEET METAL DUCT
SLEEVE. SIZE AS
SHOWN ON PLANS.
WEATHER RESISTANT PAINT. COLOR
TO BE COORD. W/
ARCHITECT/OWNER.
BIRDSCREEN
SEALANT ALL AROUND
$ r 11 13.
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FIBERGLASS/FSK. ALL INSULATION AND DUCTBOARD IS TO BE SEALED WITH GLASS FAB AND MASTIC
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JOINTS. DUCT SIZES SHOWN ARE MINIMUM INSIDE DIMENSIONS. ALL FLEXIBLE DUCTWORK SHALL BE
TO FACILITATE PROPER DRAINAGE/RUNOFF.
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1
CONSTRUCTED UNDER SMACNA STANDARDS, WITH INTEGRAL VAPOR BARRIER AND MIN. R-4.2
a
EXTERIOR WALL
CORE DRILL EXIST. MASONRY WALL.
ALL ROOFING WORK SHALL BE DONE BY AN APPROVED ROOFING CONTRACTOR THAT HAS BEEN
I
i
INSULATION. ALL DUCTWORK, MASTICS, AND OTHER RELATED ITEMS SHALL HAVE A MAXIMUM FLAME
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INSTALL WALL WIDTH) AND GROUT
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WALL
PENETRATION
O 17.
1
THE EXISTING BUILDING IS CURRENTLY EQUIPPED WITH PERMANENT ROOF ACCESS.
= N
SPREAD = 25 AND A MAXIMUM SMOKE = 50 DEVELOPED RATINGS.
W
M3OO SCALE: N.T.S.
SOLID ALL VOIDS. SLEEVE TO BE
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SIZED PER MECH. CONTRACTOR'S
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1.
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ALL DUCTWORK AND PIPING IS SHOWN SCHEMATICALLY. PROVIDE ALL TRANSITIONS, ELBOWS, FITTINGS,
2.
CONDENSATE PIPE TO BE PVC WITH SOLVENT WELDED FITTINGS, INSTALLED AS DETAILED, ROUTED
REQUIREMENTS TO INSERT
12 GAUGE WIRE OR1-1
1/4" ROD TO TOP
/2" WIDE 22
�- GAUGE STRAP
Q
1 MECHANICAL 11 O O PLAN
FULL SIZE, AND TO DISCHARGE ONTO THE ADJACENT GREEN SPACE. PROVIDE A SPLASH BLOCK AT
THE POINT OF DISCHARGE
r
ETC., TO ALLOW SMOOTH FLOWS. ALL SPLIT DUCT FITTINGS SHALL TRANSITION TO FULL SIZE OF THE
CHORD OF TRUSS
WRAPPING UNDERM300
DUCTWORK. PACK GAP BETWEEN
I
DUCT AND ATTACHEDI'll0
SCALE: 1/8"=1'-0' 16 3.
REFER TO GENERAL MECHANICAL NOTES 14 THROUGH 17 ON THIS SHEET.
1
SUM OF BOTH BRANCHES, UPSTREAM OF SPLIT.
DUCT & SLEEVE WITH BATT INSUL.
MAX "TO TOP CHORD OF
HANG FLEXIBLE DUCTS
1-1/ TRUSS.
4.
PAINT DUCTWORK VISIBLE THROUGH RETURN GRILLE FLAT BLACK.
WITH 1-1/2" WIDE 22
DUCT
9.
PROVIDE TRANSITIONS AT DIFFUSER NECKS AS REQUIRED TO MATCH SIZES OF FLEX DUCTS TO BE
GA. STEEL STRAPS
SEALANT ALL AROUND
-
5.
1-
- - - -
WRAPPING UNDER DUCTCA
#
r
CONNECTED.
SHEET METAL BOX TO
EVERY 5 FT. MAX.
4"
6.
REFER TO DETAIL 5 THIS SHEET FOR WAIL PENETRATION DETAIL
10.
PROVIDE VOLUME DAMPERS IN ALL BRANCH DUCTS FROM MAIN TRUNK LINES.
J
ALSO SUPPORT 18"
1 "y) "y •,
BE 1-1/2- MIN.
f
LARGER THAN SLEEVE
11.
COORDINATE DIFFUSER, GRILLE AND REGISTER LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING
KCONTRACTOR
NA/
PLANS AND EQUIPMENT OF ALL TRADES.
1 i
BACKDRAFT DAMPER (EXHAUST ONLY)
i 12.
COORDINATE WITH ARCHITECT BEFORE PURCHASING GRILLES, REGISTERS, DIFFUSERS, LOUVERS AND
0
OTHER AIR DISTRIBUTION DEVICES TO VERIFY FINISH.
°°
A
m�_s
TO PAINT W/
r
SHEET METAL DUCT
SLEEVE. SIZE AS
SHOWN ON PLANS.
WEATHER RESISTANT PAINT. COLOR
TO BE COORD. W/
ARCHITECT/OWNER.
BIRDSCREEN
SEALANT ALL AROUND
$ r 11 13.
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g
r
i 15.
STRUCTURAL SUPPORT FOR ROOF MOUNTED EQUIPMENT SHALL BE DESIGNED BY THE GENERAL
CONTRACTOR. THE GENERAL CONTRACTOR IS TO PROVIDED SIGNED AND SEALED SHOP_ DRAWINGS FOR
REVIEW.
ROOF AROUND NEW EQUIPMENT CURBS SHALL BE REINFORCED WITH AN ADDITIONAL LAYER OF TPO.
THIS LAYER SHALL EXTEND 24' FROM AND SHALL SKIRT THE ENTIRE CURB.Va
ALL MECHANICAL ROOF CURBS WIDER THAN 18" SHALL INCLUDE A FULL CRICKET ON THE HIGH SIDE
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TO FACILITATE PROPER DRAINAGE/RUNOFF.
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1 16.
ALL ROOFING WORK SHALL BE DONE BY AN APPROVED ROOFING CONTRACTOR THAT HAS BEEN
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PROPERLY TRAINED BY THE ROOFING MANUFACTURER.
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WALL
PENETRATION
O 17.
1
THE EXISTING BUILDING IS CURRENTLY EQUIPPED WITH PERMANENT ROOF ACCESS.
= N
W
M3OO SCALE: N.T.S.
W
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1.
NEW 80 RISER UP TO GRV-1 ON ROOF.
/=
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2.
CONDENSATE PIPE TO BE PVC WITH SOLVENT WELDED FITTINGS, INSTALLED AS DETAILED, ROUTED
12 GAUGE WIRE OR1-1
1/4" ROD TO TOP
/2" WIDE 22
�- GAUGE STRAP
Q
1 MECHANICAL 11 O O PLAN
FULL SIZE, AND TO DISCHARGE ONTO THE ADJACENT GREEN SPACE. PROVIDE A SPLASH BLOCK AT
THE POINT OF DISCHARGE
CHORD OF TRUSS
WRAPPING UNDERM300
DUCT AND ATTACHEDI'll0
SCALE: 1/8"=1'-0' 16 3.
REFER TO GENERAL MECHANICAL NOTES 14 THROUGH 17 ON THIS SHEET.
8'
MAX "TO TOP CHORD OF
HANG FLEXIBLE DUCTS
1-1/ TRUSS.
4.
PAINT DUCTWORK VISIBLE THROUGH RETURN GRILLE FLAT BLACK.
WITH 1-1/2" WIDE 22
DUCT
GA. STEEL STRAPS
C
5.
UNDERCUT DOOR 1/2' AFF.
WRAPPING UNDER DUCTCA
EVERY 5 FT. MAX.
4"
6.
REFER TO DETAIL 5 THIS SHEET FOR WAIL PENETRATION DETAIL
J
ALSO SUPPORT 18"
1 "y) "y •,
r
r -
ROOF TOP EQUIPMENT
i FIELD CAULK
BOLT PER RESTRAINT BRACKET
MANUF'S. RECOMMENDED INSTALLATION
TO MEET 150 MPH WIND SPEEDS.
RESTRAINT BRACKET DESIGN WIND SPEED SHALL BE
150 MPH DESIGN, 14 GA. GALV. STEEL CONSTR.
WITH (10)#10TEK SCREWS PER RESTRIANT
(4) RESTRAINTS PER UNIT, LENGTH OF
RESTRAINT CORRESPONDS
FROM ANY CONNECTION. CHANNEL 22 GAUGE
ANGLE
4"X2 "X2"
NOTE:SUPPORT DUCT AT EACH CHANGE OF DIRECTION.
CURB MOUNTING DETAIL
61DUCT SUPPORT DETA
M300 scaF: N.T.S.
IL
NAILER SUPPLIER W/ CURB,
ATTACH TO CURB AS PER
MANUFACTURER'S
RTU -1 RECOMMENDATIONS / SPECS.
[48" MAX. HEIGHT ABV.
FRAME] RAIL OUTSIDE
REFER TO THE CURB MOUNTING
/- DETAIL THIS SHEET
1 RE -ROOF AS REQUIRED; MATCH
/ EXISTING. PROVIDE WATERTIGHT
CONSTRUCTION; ROOF MEMBRANE TO
WRAP TO THE INSIDE OF THE CURB.
STRUCTURAL
SECURE CURB TO STEEL FRAME ROOF
USING #10 TEK SCREWS, 2
NOTE: EA. CORNER & 10" O.C. BTW TO
PRE-ENGINEERED CURB MEET 150 MPH WIND SPEEDS.
BY RTU SUPPLIER
7 1RTU TIE DOWN DETAIL
M300 SCALE: N.T.S.
PENS
WITH
FIBERGLASS
INSULATION
r' r"T"""' """'ONNECT AND SERVICE
PREFAB CURB BY
EQUIP. MFR. SEE
EQUIPMENT ROOF
CURB DETAIL
8" MIN.
ROOF
ROOF INSULATION
THICKNESS VARIES
E
1 LL/muLL �%Jlml ACTION
3 RTU INSTALLATION DETA
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SCALE: N.T.S.
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WATER HAMMER ARRESTOR SCHED
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-PIPE
PDI
FIXTURE UNff
MANUFACTURER AND PART NUMBE R
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1ZE
- RANGE
MARK
FIXTURE
WASTE
SNI
PPP# SC -500A
1/20A
BASIS OF DESIGN
—
1 1i—
WILKINS #1250—A
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WATTS# LF15M2—A
AMERICAN STANDARD #0355.034, A.S. 7385 SINGLE
L-1
VITREOUS CHINA
PPP # SC -7508
3/4'
B
12-32
WILKINS# 1250—B
a
ADA
WATTS #LF15M2—B
Z
_
P TRAP, ADA TRAP WRAP (WHITE INSULATION KIT),
PPP #SC -1000C
1"
C
33-60
WILKINS #1250—C
D
EXTRA HOLE FOR LOTION DISPENSER
WATTS #LF15M2—C
>
PPP #SC -1250D
1-1/4-
D
61-113
WILKINS #1250—D
2
-
1/2-
WATTS #LF15M2—D
= N
PPP #SC -1500E
1-1/2"
E
114-154
WILKINS #1250—E
W
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WATTS #LF15M2—E _
Q
OPEN -FRONT SEAT
TMV-1
PPP #SC -2000F
2-
F
155-330
WILKINS #1250—F
ZW1070XL
TO 105'F
IWH-1,
TANKLESS
WATTS #LF15M2—F
WATER HAMMER ARRESTOR NOTES:
1. AIR CHAMBERS ARE NOT AN ACCEPTABLE EQUAL TO WATER HAMMER ARRESTORS AND
SHALL NOT BE INSTALLED
2. SIZE PER MANUFACTURER'S RECOMMENDATIONS
PLUMBING FIXTURE- U SCHEDULE
ARCHITECTURE
135 West Central Blvd., Suite 340
Orlando, Florida 32801
TEL 407.363.6136
M26001097
®Copyright 2018
MARK
FIXTURE
WASTE
SNI
Z
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a a
BASIS OF DESIGN
0 0
WALL HUNG
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AMERICAN STANDARD #0355.034, A.S. 7385 SINGLE
L-1
VITREOUS CHINA
2
2
/ 1 2 "
1 2
/
LEVER FAUCET, OFFSET GRID DRAIN, STOPS,
a
ADA
Z
_
P TRAP, ADA TRAP WRAP (WHITE INSULATION KIT),
O
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�
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EXTRA HOLE FOR LOTION DISPENSER
zQ
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AMERICAN STANDARD: CADET RIGHT HEIGHT, MODEL
WC -1
WATER CLOSET
4"
2
-
1/2-
� � �� 2467.016 RIM 0 16.5" AD ELONGATED FLOOR
= N
LU
U�
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MOUNTED, 1.6 GPF, PRESSURE ASSIST, WHITE
LLJ
�LL.
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OPEN -FRONT SEAT
TMV-1
THERMOSTATICZURN:
MIXING VALVE
-
-
1/2
1/2*_SET
ZW1070XL
TO 105'F
IWH-1,
TANKLESS
_
-
3/4-
3/4-
EEMAX #SP -35, 3.5kW, 240V, 10, SET TO 140-F
IWH-2
WATER HEATER
-
a
LL.
REF -1
WALL BOX
--
-
-
1/2-
INTEGRAL STOP, WATER HAMMER ARRESTOR
COUNTERTOP
DALTON #D117193 SINK, MOEN #67125 SINGLE
SK -1
S.S. SINGLE
2w
20
1/2
1/2
LEVER FAUCET, P TRAP, SUPPLIES, STOPS,
A.DA
Q: IF C r'to
\No 0
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ADA TRAP WRAP (WHITE INSULATION KIT).
NOTES:
1. MAKE AND MODELS LISTED ARE THE BASIS OF DESIGN CONTRACTOR MAY SUBMIT OTHERS FOR APPROVAL
COORDINATE WITH THE GENERAL CONTRACTOR FOR PROJECT PHASING SCHEDULE
2. CONTRACTOR SHALL FIELD LOCATE ALL OTHER EXISTING EQUIPMENT, FIXTURES AND
SERVICES WITHIN THE PROJECT AREA.
--------- 3. PIPE ROUTING SHOWN AS SCHEMATIC AND IS NOT INTENDED TO INDICATE THE EXACT
LOCATION OF PIPING AND VALVES. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL
FITTINGS -THAT MAY BE REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN
PROPER SERVICE CLEARANCES. COORDINATE WITH ALL TRADES, OTHER POTENTIAL
OBSTRUCTIONS, AND ROUTE PIPING TO AVOID INTERFERENCES.
- 4. THE INSTALLATION OF THE PLUMBING SYSTEMS AND EQUIPMENT SHALL COMPLY WITH
ALL APPLICABLE CODES INCLUDING BUT NOT LIMITED TO THE 2017 FLORIDA BUILDING
CODE AND 2017 FLORIDA PLUMBING CODE
5. PROVIDE WATER HAMMER ARRESTORS AT ALL PLUMBING FIXTURES OR BATTERY
FIXTURES WITH QUICK -CLOSING VALVES. WATER HAMMER ARRESTORS SHALL BE SIZED
PER PDI STANDARDS.
6. ALL FLOOR, WALL AND CEILING OPENINGS CREATED BY THE REMOVAL OF EXISTING
PLUMBING RELATED ITEMS SHALL BE REPAIRED TO MATCH EXISTING ADJACENT
FINISHES AND WALL CONSTRUCTION. CONTRACTOR TO REPAIR SLAB TO
PRE -CONSTRUCTION CONDITIONS AFTER TRENCH CUTTING THE SLAB AS REQUIRED FOR
WASTE PIPE INSTALLATION.
i
SK -1 7. NEW VENT AND WASTE PIPING SHALL BE PVC DWV OR CAST IRON. NEW CW AND HW
LINES SHALL BE CPVC WITH SOLVENT WELDED FITTINGS. PROVIDE DIELECTRIC UNIONS
I W i AT ALL CONNECTIONS BETWEEN DISSIMILAR METALS. HW PIPING TO BE INSULATED
WITH 1- R-4 CELLULAR RUBBER, SIMILAR TO ARMSTRONG'S ARMAFLEX.
8. UNLESS NOTED OTHERWISE, SLOPE ALL SANITARY DWV AND CONDENSATE DRAIN PIPING
3" PIPE & LARGER A MINIMUM OF 1/8" PER FOOT OF RUN, AND 2-1/2" PIPE AND
WC -1 SMALLER A . MINIMUM 1/4* PER FOOT OF RUN. SLOPE VENT PIPING DOWN & BACK TO
IL-1 FIXTURES.
WC -1 9. PROVIDE ALL NECESSARY VALVES, TRAPS, FLOW CONTROLS, FILTERS, BACKFLOW
L-1 I ASSEMBLIES, FAUCETS, STOPS, TAILPIECES, VACUUM BREAKERS, IF NOT FURNISHED
I WITH EQUIPMENT.
_ 10. CONTRACTOR SHALL ROUGH -IN ALL WASTES AND SUPPLIES TO ALL EQUIPMENT
-1 O1 ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND MAKE THE FINAL CONNECTIONS.
L _ J �� 1 11. PROVIDE SUPPLY STOPS ON HOT AND COLD WATER PIPE SUPPLYING ALL FIXTURES
COTG-1 i AND EQUIPMENT. PROVIDE DIELECTRIC UNIONS WHERE CONNECTIONS ARE MADE
BETWEEN DISSIMILAR PIPE MATERIALS.
INVERT ® 18" SK -1
12. REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS.
TOP BEAM CLAMP FLOW RESTRICTOR SET TO 13. INSTALL CODE REQUIRED FIXED AIR GAPS ON ALL INDIRECT WASTE CONNECTIONS
(U.L: LISTED oR F.M. APPROVED) 110°F MAX, LEAVING WATER TYPICAL LAVATORY SERVING EQUIPMENT, AND APPLIANCES.
TEMPERATURE, 14. THE EXISTING BUILDING IS CURRENTLY EQUIPPED WITH A SITE INSTALLED AND
APPROVED BACKFLOW PREVENTER.
15. HYDROSTATICALLY TEST ALL INSTALLED/TO BE INSTALLED PIPING TO ENSURE THE
ABSENCE OF LEAKS PRIOR TO ANY BACKFILLING OR CONCEALING OF SAID PIPE.
COLD WATER SUPPLY
WH -2 16. REFER TO RISER DIAGRAMS FOR PIPE SIZES NOT SHOWN ON PLAN(S).
ALL THREAD ROD INSTANTANEOUS WATER HEATER P I==]
PROVIDE 3 -WAY VALVE ON HOT WATER
TIGHT TO WALL, SEE I J I SUPPLY LINE WITH ADDITIONAL SUPPLY
WATER HEATER SCHEDULE,
J -BOX BY ELECTRICAL
CONTRACTOR
PIPE HANGER RING
(U.L. LISTED OR F.M. APPROVED) HOT WATER SUPPLY
7 1PIPE HANGER DETAIL
P200 sca.e: N.T.S.
TUBE PENETRATING THRU BACK WALL
FOR BACK TO BACK INSTALLATION WHERE
INDICATED IN PLUMBING PLAN,
-3-WAY VALVE
FINISH FLOOR
1511NSTANTANEOUS WATER HEATER DETA
P200)SCALE- N.T.S.
IL
SANITARY PLUMBING PLAN
0 SCALE: 1/4-=1'-0" 8
PLAN KEY NOTES: p
1. INSTALL NEW SANITARY PIPE BELOW THE FLOOR SLAB.
2. DROP CW PIPE TO BE ACCESSIBLE ABOVE CEILING WITHIN CONDITIONED SPACE.
3. INSTALL NEW CW/HW PIPING ABOVE THE CEILING, SUSPENDED FROM THE STRUCTURE
4. REFER TO CML/SITE PLANS FOR CONTINUATION.
5. PROPOSED LOCATION FOR TMV-1.
ARCHITECTURE
135 West Central Blvd., Suite 340
Orlando, Florida 32801
TEL 407.363.6136
M26001097
®Copyright 2018
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I Hiti I .`Uft,_x_AV9__ U
1.
ALL UUNUU11 Ut A UlVt t ZMALL IANUM�, I U .
1 .
MAINTAIN A NEATLY MARKED SET OF RECORD DRAWINGS SHOWING INSTALLATION LOUAI IUN,
1 . COMPLY WITH NEC REQUIREMENTS AS APPLICABU TOWfRfN`G__TTPES_AN.b_aN"GI
UNLESS OTHERWISE NOTED: I
ELECTRIC SERVICE AND PROVIDES/INSTALLS A NEW 240/12OV, SINGLE-PHASE ELECTRIC
AMPERE INTERRUPTING CAPACITY
- I
FVR - FULL VOLTAGE REVERSING
NDUITS, DEPTH OF BURIED CABLES, PULL BOXES, OUTLETS, AND A
FIXTURE WHIPS. PROVIDE LIGHTING COMPONENTS AND FITTINGS THAT ARE UL LISTED AND
ANSI
ER COMPANY, NEW TELEPHONE AND INTERNET SERVICE, NEW POWER,
2.
ELECTRICAL METALLIC TUBING (EMT) CONDUIT SHALL BE USED INDOORS IN ALL LOCATIONS
AUX .
SINGLE -LINE DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM AND FLOOR PLANS
LABELED.
RS2W - TWO SPEED, TWO WINDING
�
NEW BUILDING LIGHTING, NEW LIGHTING CONTROLS, AND INSTALLS NEW A 240/120V
NON -FUSIBLE DISCONNECT SWITCH, 500 VOLT, 3 POLE
WHERE CONDUIT IS EXPOSED, UNLESS OTHERWISE NOTED. WHERE SPARE CONDUIT IS
INDICATING
LOCATION AND AREA SERVED FOR ALL DISTRIBUTION. AFTER FINAL INSPECTION,
I
I
FUSIBLE DISCONNECT SWITCH, 500 VOLT, 3 POLE,
Ep
PANEL(S). . � �
. CFR
INSTALLED CONCEALED, THE CONDUIT SHALL BE EMT FROM THE DEVICE BOX, UP TO AN
CKT
WITHIN 30 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, TRANSFER ALL RECORD .
2. LIGHTING FIXTURES SHALL BE THE TYPE INDICATED ON THE DRAWINGS AND THE LIGHTING
MANUAL MOTOR STARTER WITH THERMAL OVERLOAD
I �
HEATER
ACCESSIBLE LOCATION ABOVE THE CEILING, TERMINATED WITH A BUSHING. WHERE THERE IS A
INFORMATION
TO THE OWNER AS REQUIRED IN THE CONTRACT. I
FIXTURE SCHEDULE. FIXTURES OF THE SAME TYPE SHALL BE OF IDENTICAL MARE, DESIGN,
2.
PRIOR TO SUBMITTING A BID, VISIT THE PROJECT SITE AND ASCERTAIN CONDITIONS AFFECTING
CU
HARD CEILING, EMT SHALL CONTINUE BEING INSTALLED UNTIL THE NEAREST ACCESSIBLE
DC
-
MODEL, APPEARANCE AND MANUFACTURER. SIZE OF LIGHTING FIXTURES SHALL BE AS
ADMINISTRATIVE AND LABORATORY SPACES SHALL
AND ALL EXISTING ELECTRICAL FACILITIES. FURNISH ALL LABOR,
HAVE A MINIMUM K FACTOR OF 4. ISOLATION
LOCATION. EMT CONDUIT INTERIOR AND EXTERIOR SHALL BE HOT -DIPPED GALVANIZED AND BE
2. IF
THE CONTRACTOR ELECTS NOT TO UTILIZE CIRCUITRY AS DESIGNED ON PLANS AND IN THE
SPECIFIED FOR THE LAMP OR FIXTURE WATTAGE INDICATED ON THE DRAWINGS. SPECIFIC -
-i-
I=
MATERIALS, EQUIPMENT AND INCIDENTALS REQUIRED FOR A COMPLETE AND OPERATIONAL
LP -XX
OR
11
AS MANUFACTURED BY AWED TUBE AND CONDUIT CORP., WHEATLAND TUBE CO., OR EQUAL.
�
SCHEDULES, CONTRACTOR SHALL PROVIDE AS -BUILT MARKUPS OF PLANS AND SCHEDULES
MANUFACTURER, MODEL AND PART NUMBER REFERENCES ARE INDICATED AS A STANDARD OF
ELECTRICAL WATER COOLER (FOUNTAIN)
ELECTRICAL SYSTEM AS SHOWN ON THE DRAWINGS. COORDINATE WORK WITH OTHER TRADES
M STATION WITH FLOW SWITCH(ES)
EMT CONDUIT SHALL BE FOR USE UNDER THE PROVISIONS OF NEC ARTICLE 358.
I
DUPLEX RECEPTACLE, 20A, 12OV, 2P, 3W
TO THE ENGINEER. PROVIDE EACH PANELBOARD WITH A TYPED (NOT HAND WRITTEN)
QUALITY AND BASIS OF DESIGN. OTHER MANUFACTURERS AND THEIR PRODUCTS MAY BE
G. GND
AND OWNER. MAINTAIN EXISTING BUILDING OPERATIONS AND POWER, AS REQUIRED.
�)=
USB - RECEPTACLE WITH (2 6A 5VDC TYPE A USB2.0 PORTS
LTIRRUPTER'
4
ULE, DESCRIBING THE LOAD ON EACH CIRCUIT AND WHAT ROOM IT IS
- SUPPLIED, PROVIDED THAT THE PRODUCT MEETS OR EXCEEDS THE SPECIFIED PRODUCT,
IC - ISOLATED GROUND 1
HACR
3.
GALVANIZED RIGID STEEL (GRS) CONDUIT SHALL BE USED IN ALL LOCATIONS WHERE CONDUIT
OC - RECEPTACLE CONTROLLED BY OCCUPANCY SENSOR
LOCATED. �
LOOK AND STYLE, AND CONTAINS THE REQUIRED UL AND
3.
THE WIRING DIAGRAMS, QUANTITY AND SIZE OF WIRES AND CONDUIT REPRESENT A
0
IS INSTALLED OUTDOORS OR SUBJECT TO PHYSICAL DAMAGE. GALVANIZED RIGID STEEL
0 (2)
I
ENVIRONMENTAL RATINGS SPECIFIED. �
.
ENT BASED UPON SELECTED STANDARD COMPONENTS OF ELECTRICAL
INCANDESCENT, CFL OR HID TYPE LIGHTING FIXTURE
CONDUIT INTERIOR AND EXTERIOR SHALL BE HOT -DIPPED GALVANIZED, UL 5 LISTED AND BE
3.
CONTRACTOR SHALL MEET ALL REQUIREMENTS FOR RECORD DRAWINGS AND OPERATION AND
-
KVA
EQUIPMENT. MODIFICATIONS ACCEPTABLE TO THE ENGINEER MAY BE MADE BY THE
A - 3
AS MANUFACTURED BY ALLIED TUBE AND CONDUIT CORP., WHEATLAND TUBE CO., OR EQUAL.
LTG
MAINTENANCE MANUALS (O&M'S) FOUND IN ASHRAE 90.1-2013, CHAPTER 8, SECTION 8.7
3. BALLASTS AND DRIVERS SHALL COMPLY WITH APPLICABLE STATE, FEDERAL AND INDUSTRY I
LONG, SHORT, INST, GND FAULT TRIP DEVICE
CONTRACTOR TO ACCOMMODATE EQUIPMENT ACTUALLY PURCHASED. THE BASIC SEQUENCE
WALL MOUNTED INCANDESCENT,- CFL OR HID TYPE
GALVANIZED RIGID STEEL CONDUIT SHALL BE FOR USE UNDER THE PROVISIONS OF NEC I
LIGHTING FIXTURE, NOTATIONS SAME AS ABOVE
.
SUBMITTALS. REFER -TO LIGHTING SPECIFICATIONS FOR LIGHTING SUBMITTAL REQUIREMENTS.
PERFORMANCE SAFETY STANDARDS INCLUDING FCC REQUIREMENTS GOVERNING
-
MUST BE MAINTAINED AS INDICATED ON THE DRAWINGS AND/OR
EM
ARTICLE 344. 1
w 3
.
ELECTROMAGNETIC AND RADIO FREQUENCY INTERFERENCE, IEEE STANDARDS FOR LINE
- CIRCUIT #, CONNECTED TO THE LINE SIDE OF THE SWITCH
SPECIFICATIONS. CHANGES IN CIRCUIT BREAKERS, CONDUIT AND WIRE, ENCLOSURE SIZES,
WALL MOUNTED EXIT SIGN, NOTATIONS SAME AS ABOVE. HATCHING
1
.
4.
AN OPERATING MANUAL AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE OWNER. THE
VOLTAGE TRANSIENT PROTECTION AND HARMONIC DISTORTION.
E
ETC., DUE TO THE CONTRACTOR SELECTING DIFFERENT EQUIPMENT OR MANUFACTURERS
1 4.
RIGID NONMETALLIC CONDUIT SHALL BE USED FOR CONCRETE ENCASEMENT, INSTALLATIONS
A 3
MANUALS SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING:
0-0
TIME CLOCK CONTROLLED, PC INDICATED PHOTOCELL CONTROLLED.
SIBILITY OF THE CONTRACTOR. THE COST OF SUCH CHANGES SHALL
REFER UGHT POLE DETAIL FOR ADDITIONAL REQUIREMENTS.
BELOW GRADE AND GROUNDING ELECTRODE CONDUCTORS. RIGID NONMETALLIC CONDUIT
1 4.1.
SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE
4. WHERE OCCUPANCY SENSORS ARE CONTROLLING FLUORESCENT FIXTURES, BALLASTS SHALL
,
BE PAID FOR BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
<8>
, UV RESISTANT, AS MANUFACTURED BY CARLON; AN INDIAN
PNL
OF EQUIPMENT REQUIRING MAINTENANCE. .
BE PROGRAMMED RAPID START. INSTANT START BALLASTS ARE ACCEPTABLE FOR ALL OTHER
�
POWER PACK FOR USING LO
- .
SWITCH LTG. REQUIRES TWO DEEP 4* SQUARE DEVICE BOXES (2 1/2 -
HEAD CO.; CANTEX; QUEEN CITY PLASTICS OR EQUAL. PVC CONDUIT SHALL BE FOR USE
. 4.2.
OPERATION AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING
I SITUATIONS. BALLASTS SHALL COMPLY WITH NEC 410.130(G) REQUIREMENT FOR INTEGRAL -
4.
COORDINATE WITH POWER COMPANY FOR ALL REQUIREMENTS FOR INSTALLATION ASSOCIATED
-
UNDER THE PROVISIONS OF NEC ARTICLE 352.
I
_.------,�,
MAINTENANCE. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED.
DISCONNECTING MEANS.
UNLESS OTHERWISE NOTED. NUMBER OF
WITH NEW SERVICE. PROVIDE ALL HARDWARE, POLE MOUNTED TRANSFORMERS, OVERHEAD
ARROWS INDICATE NUMBER OF CIRCUITS. FOR MINIMUM SIZE CONDUIT
-
4.3.
NAMES AND ADDRESS OF AT LEAST ONE (1) QUALIFIED SERVICE AGENCY.
- - -
-
CONDUIT CONCEALED IN WALL, IN SLAB ABOVE, OR ABOVE CEILING.
. I
- . -
I �
-
.00, _� _-� ,**.
� . - -
. �
-
SERVICE LINES, CT'S, METER CAN, ETC. AS REQUIRED BY POWER COMPANY. CONTRACTOR
5.
FLEXIBLE METAL CONDUIT (FMC) SHALL BE USED FOR ALL INDOOR MOTOR, TRANSFORMER,
4.4.
A COMPLETE NARRATIVE OF HOW EACH SYSTEM IS INTENDED TO OPERATE.
5. PROVIDE LAMPS WITH THE LIGHTING FIXTURES WITH THE TYPE AND QUANTITY AS SPECIFIED
� I I I I
- �
. Y INDICATES EXPLOSION -PROOF, CONDUIT SEAL FITTING. - - I
� I - -
. � - � . � �
. -_ - I
- I I
SHALL PAY ALL FEES ASSOCIATED WITH ACQUIRING TEMPORARY AND PERMANENT POWER.
- .
- CONDUIT STUBBED OUT AND CAPPED . -
. -
ERATOR TERMINATIONS, AS WELL AS OTHER EQUIPMENT WHERE
DENOTES A QUANTITY OF TWO (2) 3 -INCH CONDUITS EACH 1
. 3-C., 3#3/0- -
ON THE LIGHTING FIXTURE SCHEDULE. LAMPS SHALL BE AS MANUFACTURED BY GE, PHILLIPS,
A2G � I
.
CONTRACTOR SHALL PAY MONTHLY CHARGES FOR TEMPORARY POWER. OWNER SHALL PAY
- - I - � -
VIBRATION IS PRESENT. FMC SHALL BE AS MANUFACTURED BY THE ANACONDA SEALTITE,
I . I
CONSIST OF TWO NO. 16 AWG CONDUCTORS TWISTED TOGETHER AND
VENTURE, OR SYLVANIA. REFER TO THE LIGHTING FIXTURE SCHEDULE FOR TYPE, QTY, COLOR .
COVERED WITH A METALLIC SHIELD AND AN OVERALL PROTECTIVE
MONTHLY CHARGES FOR PERMANENT POWER.
. JACKET. R��3. TQ.THE _SPECIEaTIONS FOR J�E . EXACT CABLE IQ -K
ANAMET ELECTRICAL, INC.; AFC CABLE SYSTEMS, ATKORE INTERNATIONAL; SOUTHWIRE
-
PROVIDED. - . �
I
TEMPERATURE, CRI RATING, ETC. I
.
.
- I .
COMPANY, LLC OR EQUAL. FMC SHALL BE FOR USE UNDER THE PROVISIONS OF NEC
WIRING 'AND CABLES:
FIRE ALARM CONTROL PANEL I -
*
TEUEPHONE/DATA RJ -45 WALL JACK, UNLESS OTHERWISE NOTED,
.
5.
COORDINATE WITH TELEPHONE COMPANY AND INTERNET SERVICE PROVIDER FOR ALL
� �
-,CABLE RJ -6/U WALL JACK, UNLESS OTHERWISE NOTED
ARTICLE 348, AND SHALL BE UL LISTED. FITTINGS USED WITH FMC SHALL BE THE DUAL
TELEPHONE TERMINAL CABINET OR BACKBOARD AS NOTED
I
6. WHERE REUSING EXISTING LIGHT FIXTURES, CONTRACTOR SHALL RE -LAMP ALL FIXTURES IN
REQUIREMENTS FOR INSTALLATION ASSOCIATED WITH NEW TELEPHONE AND INTERNET SERVICE.
GRIPPING SADDLE DESIGN WITH INSULATED THROAT AND ANGLED TEETH ON LOCKNUT BITE AS
1.
WIRES AND CABLES SHALL BE ANNEALED, 98 PERCENT CONDUCTIVITY, STRANDED, SOFT
THE SPACE, WHETHER THAT LIGHT FIXTURE IS RELOCATED, NEW, REMAINING IN THE SAME
PROVIDE ALL HARDWARE, TERMINAL BLOCKS, WIRING, SERVICE CALLS, ETC., AS REQUIRED BY
MANUFACTURED BY THE EATON (CROUSE -HINDS) OR EQUAL
DRAWN COPPER. ALL INSULATION FOR POWER AND CONTROL WIRES SHALL BE 600V RATED.
SPOT, REWIRED, ETC., UNLESS OTHERWISE NOTED. CONTRACTOR SHALL COORDINATE WITH THE
THE TELEPHONE COMPANY AND INTERNET SERVICE PROVIDER. CONTRACTOR SHALL PAY All
I
LAMP TYPE, MANUFACTURER, COLOR TEMPERATURE AND CRI
FEES ASSOCIATED WITH ACQUIRING TELEPHONE AND INTERNET SERVICE.
5.
LIQUIDTIGHT FLEXIBLE METAL CONDUIT (UFMC) SHALL BE USED FOR ALL OUTDOOR MOTOR,
2.
ALL WIRE OF A GIVEN TYPE SHALL BE BY THE SAME MANUFACTURER.
RATING, AS REQUIRED.
TRANSFORMER, HVAC EQUIPMENT, AND GENERATOR TERMINATIONS, AS WELL AS OTHER -
5.
CONTRACTOR SHALL COORDINATE WITH ELECTRIC AND TELEPHONE UTILITIES PRIOR TO BID
EQUIPMENT WHERE VIBRATION IS PRESENT. UFMC SHALL BE AS MANUFACTURED BY THE
3.
MINIMUM WIRE SIZE FOR POWER CIRCUITS SHALL BE NO. 12 AWG. MINIMUM WIRE SIZE FOR
7. CONTRACTOR SHALL REPLACE DEFECTIVE LAMPS, FIXTURES AND BALLASTS AT NO ADDITIONAL
.
AND FURNISH BOTH UTILITIES WITH THEIR REQUIRED SETS OF PLANS WITHIN 10 DAYS OF
ANACONDA METAL HOSE DIV.; ANACONDA AMERICAN BRASS CO.; AMERICAN FLEXIBLE CONDUIT
CONTROL CIRCUITS SHALL BE NO. 14 AWG.
COST TO THE OWNER. COORDINATE WITH THE MANUFACTURER FOR MANUFACTURER DEFECTS.
OJECT. OBTAIN PDFS OF THE PLANS FROM THE GENERAL
E CO. OR EQUAL UFMC SHALL BE FOR USE UNDER THE
CONTRACTOR TO PLOT AND SEND TO UTILITIES.
PROVISIONS OF NEC ARTICLE 350. FITTINGS USED WITH UFMC SHALL BE OF THE 3 -PIECE
4.
WIRE FOR POWER AND CONTROL CIRCUITS IN CONDUIT SHALL BE NEC TYPE THHN/THWN-2
8. SUPPORT RECESSED FIXTURES IN SUSPENDED CEILINGS INDEPENDENTLY FROM THE CEILING
SCREW-IN TYPE MALLEABLE IRON AS MANUFACTURED BY THE O.Z. GEDNEY CO. OR EQUAL.
SOUTHWIRE CO.; ROME CABLE CO.; PIRELLI CABLE CORP.;
GRID. SUPPORT THE FIXTURES DIRECTLY FROM THE BUILDING STRUCTURE (E.G. ROOF TRUSS,
7.
CONTRACTOR'S WORK SHALL INCLUDE COMPLETE TESTING OF ALL EQUIPMENT AND WIRING
OKONITE CO.; OR APPROVED EQUAL WIRE SHALL BE FOR USE UNDER THE PROVISIONS OF
FRAMING, ETC.) ABOVE, USING TWO (2) #12 CEILING TIE -WIRES PER FIXTURE AT DIAGONAL
AND MAKING ANY MINOR CORRECTIONS CHANGES OR ADJUSTMENTS NECESSARY FOR THE
7.
MC CABLE SHALL BE USED IN ALL CONCEALED LOCATIONS. WHEN CONNECTING TO A
NEC ARTICLE 310.
CORNERS. RECESSED FIXTURES SHALL FIT SNUGLY AGAINST CEILINGS IN ACCORDANCE WITH
PROPER FUNCTIONING OF THE SYSTEM AND EQUIPMENT. ALL WORKMANSHIP SHALL BE OF
VI T CONDUIT FROM THE PANELBOARD TO A WIREWAY OR JUNCTION
NEC ARTICLE 410. WHERE SUPPORTED VIA THREADED MEANS, ALL NUTS SHALL BE DOUBLE
THE HIGHEST QUALITY, SUBSTANDARD WORK WILL BE REJECTED. GUARANTEE ALL MATERIALS'
BOX. MC CABLE SHALL BE TERMINATED TO THIS WIREWAY OR JUNCTION BOX. MC CABLE
5.
MC CABLE SHALL BE ARMORLITE TYPE MC AS MANUFACTURED BY SOUTHWIRE CO.; OR EQUAL
NUT TYPE WITH LOCK -WASHERS.
AND LABOR FOR A PERIOD OF ONE (1) YEARS FROM DATE OF SUBSTANTIAL COMPLETION.
SHALL NOT BE TERMINATED DIRECTLY IN A PANELBOARD. MC CABLE MAY BE USED AFTER
BY ROME CABLE CO.; PIRELLI CABLE CORP.; OKANITE CO.; OR APPROVED EQUAL MC CABLE
PASS ON ANY ADDITIONAL MANUFACTURER WARRANTIES TO THE OWNER.
THE FIRST WIREWAY OR JUNCTION BOX. REFER TO WIRING AND CABLES FOR MC CABLE
THE PROVISIONS OF NEC ARTICLE 330.
LIGH71NG
RECORD
DRAWINGS:
SPECIFICATIONS AND REQUIREMENTS. .
8.
OBTAIN AND PAY ALL PERMITS, FEES AND INSPECTIONS PERTINENT TO THE ELECTRICAL
INSTALLATION.
8.
MINIMUM SIZE CONDUIT SHALL BE 3/4 -INCH ELECTRICAL TRADE SIZE.
6.
CONTROL WIRES SHALL BE STRANDED.
1. MAINTAIN A NEATLY MARKED SET OF RECORD DRAWINGS SHOWING THE LOCATION, LUMINAIRE
7. INSTRUMENTATION
CABLE SHALL BE TWISTED PAIR, 30OV, CROSS LINKED POLYETHYLENE
IDENTIFIER, CONTROL AND CIRCUITING FOR EACH PIECE OF LIGHTING EQUIPMENT. IDENTIFY
ALL LIGHT FIXTURES THAT ARE WITHIN DAYLIGHT AREAS. AFTER FINAL INSPECTION, WITHIN 90
9.
FURNISH ALL LABOR AND TOOLS ASSOCIATED WITH ACCOMPANYING THE ENGINEER DURING
9.
CONDUITS TERMINATING IN PRESSED STEEL BOXES SHALL HAVE DOUBLE LOCKNUTS
INSULATED,
100% ALUMINUM TAPE SHIELD, #15 AWG, PVC JACKET BY ROCKBESTOS CO., OR
DAYS AFTER THE DATE OF SYSTEM- ACCEPTANCE, TRANSFER ALL RECORD INFORMATION,
OBSERVATIONS OF CONSTRUCTION.
(MALLEABLE IRON) AND INSULATED GROUNDING BUSHINGS. CONDUITS TERMINATING IN
EQUAL
MANUALS AND DAYLIGHTING DOCUMENTATION TO THE OWNER AS REQUIRED IN THE CONTRACT.
.
HALL BE TERMINATED WITH GROUNDING TYPE CONDUIT HUBS.
CONTRACTOR SHALL MEET ALL REQUIREMENTS FOR RECORD DRAWINGS AND OPERATION AND
GENERAL
N07ES:
10.
CONDUITS CONTAINING EQUIPMENT GROUNDING CONDUCTORS AND TERMINATING IN SHEET
8.
UNLESS OTHERWISE INDICATED ON THE PLANS, NO SPLICES MAY BE MADE IN THE CABLES
WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. WHERE SPLICING IS APPROVED, THEN
MAINTENANCE MANUALS (O&M'S) FOUND IN ASHRAE 90.1-2013, CHAPTER 9, SECTION 9.7
SUBMITTALS.
STEEL BOXES SHALL HAVE INSULATED THROAT GROUNDING BUSHINGS WITH LAY -IN TYPE
SPLICING MATERIAL SHALL BE APPROVED BY THE ENGINEER AND CABLE MANUFACTURER.
1.
-
THIS IS A STANDARD LEGEND. SOME SYMBOLS MAY NOT APPEAR ON THE DRAWINGS. WHERE
LUGS. .
SPLICING MATERIALS FOR ALL 600 VOLT SPLICES SHALL BE MADE WITH LONG BARREL TIN
2. AN OPERATING MANUAL AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE OWNER AT
THERE IS A CONFLICT BETWEEN THE REQUIREMENTS ON THIS SHEET AND THE REQUIREMENTS
ON THE SUBSEQUENT SHEETS, CONTRACTOR SHALL PROVIDE THE MORE STRINGENT OF THE
11.
CONDUITS SHALL BE INSTALLED USING THREADED FITTINGS FOR RIGID METAL CONDUIT AND
ESSION (HYDRALIUCALLY PRESSED) CONNECTORS AND INSULATED WITH
HEAVY WALL HEAT SHRINKABLE TUBING. SPLICING MATERIALS AND INSTALLATION FOR CONTROL
THE SAME TIME AS THE RECORD OR CONSTRUCTION DRAWINGS. THE MANUALS SHALL
CONFLICTING REQUIREMENTS, PRODUCTS, EQUIPMENT, ETC., AT NO ADDITIONAL COST TO THE
SET SCREW FITTINGS FOR EMT, UNLESS OTHERWISE NOTED. PVC CONDUIT TO NON-METALLIC
EQUIRED BY THE ENGINEER. THE CONDUCTIVITY OF ALL
INCLUDE, AT A MINIMUM, THE FOLLOWING:
2.1. SUBMITTAL DATA INDICATING ALL SELECTED OPTIONS FOR EACH PIECE OF LIGHTING
OWNER.
AND METALLIC BOX CONNECTIONS SHALL BE MADE WITH SEALING RINGS, WITH A STAINLESS
STEEL RETAINER AS MANUFACTURED BY THOMAS & BETTS CO.
COMPLETED CONNECTIONS SHALL BE NOT LESS THAN THAT OF THE UNCUT CONDUCTOR.
EQUIPMENT, INCLUDING, BUT NOT LIMITED TO, LAMPS, BALLASTS, DRIVERS, AND LIGHTING
2.
CONTRACTOR SHALL SUBMIT A REQUEST FOR INFORMATION (RFI) FOR ALL CONFLICTS,
-
12.
-
ALL FIELD CUTS ON EMT AND GRS CONDUIT (INCLUDING THREAD CUTS) SHALL BE CLEANED
9.
THE INSULATION RESISTANCE OF ALL COMPLETED CONNECTIONS OF IN
CONTROLS.
2.2. OPERATION AND MAINTENANCE MANUALS FOR EACH PIECE OF LIGHTING EQUIPMENT AND
PRODUCT SUBSTITUTIONS, ETC.
AND PAINTED WITH COLD GALVANIZING COMPOUND (95% ZINC CONTENT MINIMUM) BEFORE
SHALL BE NOT LESS THAN THAT OF THE UNCUT CONDUCTOR. 600 VOLT WIRE LUGS SHALL
LONG BARREL COMPRESSION TYPE (HYDRAULICALLY PRESSED) FOR
LIGHTING CONTROLS REQUIRING MAINTENANCE. REQUIRED ROUTINE MAINTENANCE ACTIONS
SHALL BE CLEARLY IDENTIFIED, BUT TO, RECOMMENDED
3.
ALL ELECTRICAL EQUIPMENT AND MATERIALS SHALL BE LISTED BY UNDERWRITER'S
INSTALLATION.
WIRE SIZES NO. 8 AWG AND LARGER. LUGS FOR NO.10 AWG AND SMALLER WIRE SHALL BE
INCLUDING, NOT LIMITED
RE-LAMPING/CLEANING SCHEDULE, AS WELL AS A SCHEDULE FOR INSPECTING AN
LABORATORIES, INC., AND SHALL BEAR THE APPROPRIATE UL LISTING MARK OR
LOCKING SPADE TYPE WITH INSULATED SLEEVE. LUGS SHALL BE AS MANUFACTURED BY THE
RECALIBRATING ALL CONTROLS.
CLASSIFICATION MARKING. EQUIPMENT, MATERIALS, ETC. UTILIZED NOT BEARING A UL
13.
ALL METAL CONDUIT RISERS FROM UNDERGROUND, THRU CONCRETE PADS, ETC. SHALL BE
THOMAS & BETTS CO., OR EQUAL TERMINATION CONNECTORS, FOR CONTROL CONDUCTORS,
2.3. A COMPLETE NARRATIVE OF HOW EACH LIGHTING CONTROL SYSTEM IS INTENDED TO
CERTIFICATION SHALL BE FIELD OR FACTORY UL CERTIFIED PRIOR TO EQUIPMENT ACCEPTANCE
PROVIDED WITH HEAT SHRINK TUBING (RAYCHEM CO. OR EQUAL) FROM A POINT 12 -INCHES
SHALL BE OF THE EXPANDED VINYL INSULATED LOCKING FORK -END (UPTURNED LEG ENDS)
OPERATE, INCLUDING THE PROJECT SPECIFIC RECOMMENDED SETTINGS.
AND USE.
T RADE TO A POINT NOT LESS THAN 6 -INCHES ABOVE GRADE
TYPE AS MANUFACTURED BY IDEAL INDUSTRIES; 3M CO.; PANDU[T CORP. OR EQUAL.
OR SURFACE OF SLAB. TWO (2) COATS OF BITUMASTIC PAINT OR PVC COATED METAL
�
4.
ANY PRODUCT SUBSTITUTIONS FROM SPECIFIED MAKE AND MODEL NUMBERS SHALL BE
CONDUIT SHALL BE ACCEPTED IN LIEU OF HEAT SHRINK TUBING.
10.
UNLESS OTHERWISE NOTED, ALL CONNECTIONS IN DEVICE/OUTLET/JUNCTION BOXES FOR
DEMOLITION N07ES:
.
QUALIFIED IN THE BID PROPOSAL IN WRITING WITH EXPLANATION OF REASON FOR
I ADE WITH WIRE NUTS, IN ACCORDANCE WITH THE NEC. WIRE
SUBSTITUTION AND COST SAVINGS ASSOCIATED WITH SUBSTITUTION.
14.
ALL OUTDOOR JUNCTION BOXES AND PULL BOXES SHALL BE NEMA 4, TYPE 304 STAjNLESS
NUTS SHALL BE SIZED FOR AWG AND QTY OF WIRES TO BE WIRED TOGErHER. WIRE AWG
1. NOT ALL EXISTING EQUIPMENT IS SHOWN ON PLANS. CONTRACTOR SHALL FIELD VERIFY ALL
STEEL INDOOR BOXES SHALL BE NEMA 1, PRESSED SHEET STEEL BOXES SHALL BE SIZED
AND QTY SHALL NOT EXCEED THE MANUFACTURER'S MINIMUM OR MAXIMUM WIRE FILL �
EQUIPMENT TO BE DEMOLISHED AND ALL CIRCUITS THAT ARE AFFECTED BY THE DEMOLITION
5.
CONTRACTOR SHALL COORDINATE WITH THE EXISTING FIRE PROTECTION SPRINKLER
IN ACCORDANCE WITH THE REQUIREMENTS OF NEC ARTICLE 314.
REQUIREMENTS FOR THE WIRE NUT USED.
WORK SHOWN. SURVEY THE EXISTING ELECTRICAL SYSTEMS WITH REPRESENTATIVES FROM
INSTALLATION AND MAINTAIN 12' CLEARANCE (24- IF FM GLOBAL HAS JURISDICTION) FROM
OTHER TRADES PRIOR TO PERFORMING ANY DEMOUTION WORK. SCOPE OF WORK INCLUDES
TH LIGHT FIXTURES, RACEWAYS, AND ANY OTHER ELECTRICAL
15.
CONDUITS PASSING FROM HEATED TO UNHEATED SPACES, EXTERIOR SPACES, REFRIGERATED
"DUXSEAL7
I 11.
FOR WIRE SIZES #10 AWG -AND LARGER, INSULATED 'POLARIS' CONNECTORS AS
THE DEMOLITION OF ELECTRICAL COMPONENTS (E.G. CONDUIT, WIRE, DEVICE BOXES, -
EQUIPMENT. CONFIRM WITH BUILDING M ANAGEMENT WHETHER FM GLOBAL HAS JURISDICTION.
SPACES, COLD AIR PLENUMS, ETC, SHALL BE SEALED WITH AS MANUFACTURED BY
MANUFACTURED BY NSI INDUSTRIES, INC. SHALL BE UTILIZED FOR THE BRANCH CIRCUIT
RECEPTACLES, ETC.) LOCATED IN THE AREAS OF DEMOLITION SHOWN BY THE OTHER
,
MANVILLE OR SEAL FITTING TO PREVENT THE ACCUMULATION OF CONDENSATION.
WIRES IN DAMP AREAS AND FOR MOTOR LEAD CONNECTIONS. CONNECTORS SHALL BE
-
DISCIPLINES. REMOVAL OF EXISTING CONDUIT, WIRE AND EQUIPMENT HAVE NOT BEEN
6.
DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO THE ARCHITECTURAL, MECHANICAL,
SUITABLY SIZED FOR BOTH MOTOR LEADS AND FIELD WIRING.
DETAILED ON THE DRAWINGS. SURVEY OUT THE AFFECTED AREAS BEFORE SUBMITTING BID
STRUCTURAL DRAWINGS, AND APPROVED MANUFACTURER'S SHOP DRAWINGS FOR THE EXACT
15.
ROUTE ALL EXPOSED CONDUITS PARALLEL OR PERPENDICULAR TO BUILDING LINES.
-
PROPOSAL
LOCATION OF ALL EQUIPMENT.
12.
WIRE AND CABLE MARKERS SHALL BE TYPE WRITTEN, HEAT SHRINKABLE TYPE, SHRUNK IN
I
17.
DO NOT EXCEED NUMBER OF BENDS IN CONDUIT BEYOND THAT ALLOWED BE THE NEC.
PLACE AS MANUFACTURED BY THE W.H. BRADY CO., THOMAS & BETTS CO., OR EQUAL
2.- ALL WALLS SHOWN AS DEMOLISHED WITH EXISTING ELECTRICAL EQUIPMENT, CONDUIT AND
7.
ALL WORK SHALL COMPLY WITH ALL GOVERNING NATIONAL, STATE AND LOCAL CODES AND
WIRING, RECEPTACLES, SWITCHES, LIGHTING, DEVICE AND JUNCTION BOXES, ETC., SHALL BE
STANDARDS, INCLUDING, BUT NOT LIMITED TO, THE 2014 EDITION OF THE FLORIDA BUILDING
18.
KEEP CONDUITS AT LEAST 12" AWAY FROM ALL OTHER PIPING (E.G. GAS LINES, HOT WATER
13.
USE LUBRICATIONS TO FACILITATE WIRE PULLING. PULLING COMPOUND SHALL BE NONTOXIC,
DEMOLISHED. CUT ALL CONDUIT INSTALLED BELOW GRADE AND PENETRATING THE FLOOR SLAB
CODE (FBC) AND THE 2011 EDITION OF THE NATIONAL ELECTRIC CODE (NEC).
PIPES, ETC.). CONDUCTORS SHALL NOT BE PERMITTED TO REACH HIGHER THAN RATED
USTIBLE AND NON -CORROSIVE. THE MATERIAL SHALL BE UL LISTED
FLUSH WITH THE FLOOR AND FILL WITH GROUT. ALL OTHER PENETRATIONS SHALL HAVE THE
TEMPERATURES.
AND COMPATIBLE WITH THE CABLE INSULATION AND JACKET.
CONDUIT REMOVED AND PATCHED TO EXISTING CONDITIONS, OR BETTER, UNLESS SPECIFIED
8.
CONDUCTORS SHALL NOT BE SPLICED UNLESS OTHERWISE NOTED. THE USE OF WIRE NUTS
OTHERWISE BY THE STRUCTURAL AND ARCHITECTURAL DRAWINGS AND SPECIFICATIONS.
IN 15A AND 20A BRANCH CIRCUITS IS- ACCEPTABLE, IF INSTALLED IN A JUNCTION OR DEVICE
19.
FASTEN RACEWAYS SECURELY IN PLACE. FIRMLY FASTEN CONDUIT WITHIN THREE FEET OF
14. IF
CABLE CANNOT BE TERMINATED IMMEDIATELY AFTER INSTALLATION, INSTALL HEAT
BOX AND INSTALLED IN ACCORDANCE WITH THE NEC.
EACH OUTLET, JUNCTION BOX, CABINET, OR FITTING. SUPPORT METALLIC CONDUIT IN
SHRINKABLE END CAPS.
3. ALL DEMOLISHED MATERIAL AND EQUIPMENT SHALL BE DISPOSED OF OFF THE SITE BY THE
I
ACCORDANCE WITH NEC. USE BOLT -ON RACEWAY FASTENERS
CONTRACTOR, UNLESS OTHERWISE DIRECTED BY THE OWNER. ANY FEES OR CHARGES
9.
INSTALL OUTLET BOXES, DEVICE BOXES, AND JUNCTION BOXES, AS REQUIRED.
IN EXPOSED AND WET AREAS, SNAP-ON BLACK METAL CADDY CLIPS IN METAL STUD WALLS
15.
TEST ALL 600 VOLT WIRE INSULATION WITH A MEGOHM METER AFTER INSTALLATION AND
INCURRED FOR DISPOSAL OF SUCH EQUIPMENT OR MATERIALS SHALL BE PAID BY THE
AND ABOVE CEILINGS. ALL FASTENERS, STRAPS, CUPS, ETC. SHALL BE UL USTED FOR THEIR
PRIOR TO TERMINATION. MAKE TESTS AT NO LESS THAN 1 000 VOLTS DC. SUBMIT A WRITTEN
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. A RECEIPT SHOWING ACCEPTABLE
10.
SUBMIT TO THE ENGINEER THE FOLLOWING FOR APPROVAL: RACEWAYS, BOXES, FITTINGS AND
USE. WHERE CONDUIT IS SURFACE MOUNTED IN KITCHEN, SECURE WITH STAND-OFF STYLE
TEST REPORT OF THE RESULTS TO THE ENGINEER. NOTIFY ENGINEER AND CONSTRUCTION
D MATERIALS OR EQUIPMENT SHALL BE GIVEN TO THE
HANGERS; WIRES AND CABLES; DISCONNECT SWITCHES; PANELS; TRANSFORMERS; FIRE ALARM
STRAPS WHICH ALLOW ALL SIDES OF THE CONDUIT TO BE CLEANED.
�
MANAGER IN WRITING 48 HOURS PRIOR TO TESTING. FIELD TESTING AND COMMISSIONING
OWNER.
SYSTEM; WIRING DEVICES. SUBMIT 6 COPIES OF ALL PROJECT SUBMITTAL DATA AND SHOP
�
SHALL BE DONE IN ACCORDANCE WITH THE LATEST REVISION OF THE 7ACCEPTANCE TESTING
DRAWINGS. CONTRACTOR SHALL REVIEW SHOP DRAWINGS AND SUBMITTALS OF EVERY TRADE
T R OF BUILDING INCLUDING SLAB ON
SPECIFICATIONS FOR ELECTRICAL POWER DISTRIBUTION EQUIPMENT AND SYSTEMS* PUBLISHED
4. BALLASTS IN EACH EXISTING UGHTING FIXTURE SHALL BE ASSUMED TO CONTAIN PCB'S
WHERE AN ELECTRICAL CONNECTION IS REQUIRED AND REPORT ANY VARIANCES FROM
GRADE.
BY THE INTERNATIONAL ELECTRICAL TESTING ASSOCIATION. MINIMUM WIRE INSULATION
ED WITH A LABEL INDICATING "NO PCB'S'. REMOVE BALLASTS
ELECTRICAL CHARACTERISTICS NOTED (E.G. VOLTAGE RATING, SINGLE PHASE OR 3-PHASE,
RESISTANCE SHALL NOT BE LESS THAN 250 MEGOHMS.
FROM EACH LIGHTING FIXTURE AND PACK THEM IN ACCORDANCE WITH EPA PCB
DIFFERENT OVERCURRIENT PROTECTIVE DEVICE SETTINGS, ETC.) ON THE ELECTRICAL DRAWINGS
21.
PROVIDE PULL BOXES AS DICTATED BY WIRE PULLING REQUIREMENTS AND THE NEC. UNLESS
REGULATIONS. SHIP BALLASTS IN APPROVED CONTAINERS TO AN EPA APPROVED RECYCLING
TO THE ENGINEER PRIOR TO PROCEEDING WITH ROUGH -IN WORK.
SHOWN OTHERWISE, FACE INTO SECONDARY OR UNFINISHED ROOMS. PULL BOXES SHALL BE
16.
WIRE COLOR CODE IDENTIFICATION SHALL BE: BROWN, ORANGE, YELLOW, GRAY (A,B,C,N) FOR
FACILITY AND PAY ALL SHIPPING, PACKAGING AND RECYCLE COSTS.
SIZED PER NEC UNLESS OTHERWISE NOTED.
48OV277V; BLACK, RED, BLUE, WHITE (A,B,C,N) FOR 208Y/1 2OV, BLACK, RED, WHITE
. -1 1.
ALL CONDUITS SHALL HAVE A BOND WIRE SIZED PER TABLE 250.122 OF THE NEC (UNLESS
OTHERWISE NOTED).
22.
ALL RACEWAYS SHALL BE KEPT AT LEAST 2* AWAY FROM METAL ROOF DECKING.
(L1,L2,N)
FOR 240/12OV, RED FOR AC CONTROL, BLUE FOR DC CONTROL AND GREEN FOR -
5. WHERE EXISTING CIRCUITS ARE CONNECT TO DEVICES TO BE DEMOUSHED, REMOVE CONDUIT
.
GROUND.
AND WIRE BACK TO THE CLOSEST DEVICE OR JUNCTION BOX NOT IN AN AREA CALLED OUT
12.
EXISTING RACEWAYS AND OUTLET/JUNCTION BOXES MAY BE REUSED WHERE THEY ARE
23.
ALL SPARE AND EMPTY CONDUITS SHALL HAVE A 3/16 POLYPROPYLENE PULL WIRE
17.
I
PROVIDE CONDUCTORS WITH IDENTIFICATION TAGS AS MANUFACTURED BY BRADY OR
FOR DEMOLITION. WHERE EXISTING CIRCUITS ARE DISCONNECTED AND SEPARATED BY AREAS
TO BE DEMOLISHED, PROVIDE CONDUIT AND WIRE, OR MC CABLE, AS REQUIRED, TO
PROPERLY INSTALLED PER CODE AND CONTAIN NO DEFECTS OR DAMAGE. WHEN REUSING
INSTALLED. ALL EMPTY RACEWAYS USED FOR STRUCTURED CABUNG SHALL BE TERMINATED
APPROVED EQUAL.
RECONNECT THE EXISTING CIRCUIT AND EQUIPMENT. MATCH EXISTING CONDUIT SIZE AND WIRE
EXISTING EQUIPMENT, THE SAME REQUIREMENTS THAT APPLY TO NEW EQUIPMENT, BASED ON
WITH CONNECTORS AND BUSHINGS.
AWG. REROUTE CIRCUIT AROUND THE AREA CALLED OUT FOR DEMOUTION, AS REQUIRED, AND
THESE NOTES AND SPECIFICATIONS, SHALL APPLY TO THE EXISTING EQUIPMENT, INCLUDING,
BUT NOT LIMITED TO, EQUIPMENT LISTING AND LABELING, EQUIPMENT IDENTIFICATION, AND
24.
MAKE WATERTIGHT ROOF PENETRATIONS AT EQUIPMENT SERVED. CONDUITS SHALL NOT BE
18.
SUPPORT VERTICALLY INSTALLED CONDUCTORS AT INTERVALS NOT TO EXCEED THOSE
OT SPLICE VERTICALLY INSTALLED CONDUCTORS.
REMAIN CONCEALED.
UPDATED RECORD DRAWINGS.
RUN HORIZONTALLY EXPOSED ON TOP OF ROOFS. CONTRACTOR SHALL ACQUIRE AND PAY ALL
6. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CIRCUITS TO BE RECONNECTED, CONFIRMING
FEES ASSOCIATED WITH ACQUIRING A LICENSED ROOFING CONTRACTOR TO INSTALL ALL
CIRCUIT ORIGINATING PANEL, CIRCUIT NUMBER, CAPACITY, WIRING, ETC. IN MOST INSTANCES,
13.
PROVIDE PROTECTION FOR MATERIALS AND EQUIPMENT AGAINST LOSS OR DAMAGE
THROUGHOUT
FLASHING, SEALING, ETC., TO MAKE THE WATERTIGHT ROOF PENETRATIONS AND ENSURE THAT
THE ROOF WARRANTY IS MAINTAINED. ROOF REPAIR SHALL RETURN THE ROOF ASSEMBLY TO
GROUNDING
AND BONDING:
EXISTING INFORMATION SHOWN IS BASED OFF RECORD DRAWINGS OR SITE INVESTIGATIONS.
THE CONTRACT. PROVIDE PROTECTION FROM THE EFFECT OF WEATHER PRIOR
CHANGES MAY HAVE OCCURRED SINCE THEN, RESULTING IN THE DESIGN REQUIRING
TO INSTALLATION, STORE ITEMS TO BE INSTALLED IN AN INDOOR WEATHER PROTECTED
EXISTING CONDITIONS OR BETTER. COORDINATE WITH THE ROOF MANUFACTURER FOR DETAILS
CHANGES. CONTRACTOR SHALL PERFORM THE FIELD VERIFICATIONS AND THE REQUIRED
LOCATION.
AND REQUIREMENTS FOR MAINTAINING ROOF WARRANTY. I
1.
MECHANICAL CONNECTOR BODIES SHALL BE MANUFACTURED FROM HIGH STRENGTH, HIGH �
CHANGES, AS NEEDED, AT NO ADDITIONAL COST TO THE OWNER.
CONDUCTIVITY CAST COPPER ALLOY MATERIAL BOLTS, NUTS, WASHERS AND LOCK WASHERS
.
14.
FOLLOWING INSTALLATION, PROTECT MATERIALS AND EQUIPMENT FROM CORROSION, PHYSICAL
DAMAGE AND THE EFFECTS OF MOISTURE ON INSULATION.
25.
PROVIDE SUITABLE PROTECTION OF CONDUITS DURING CONSTRUCTION.
SHALL BE MADE OF SILICON BRONZE, AND SHAU_ BE SUPPLIED AS PART OF THE
LL BE OF THE TWO BOLT TYPE. SPLIT BOLT CONNECTOR TYPE 5
R .
GENERAL INS7ALUk
"" TION N07ES:
-
26.
ALL UNDERGROUND CONTROL AND INSTRUMENTATION CONDUITS SHALL BE SEPARATED FROM
ARE NOT ALLOWED. CONNECTORS SHALL MEET OR EXCEED UL 467 AND BE CLEARLY MARKED
_.
15.
DO NOT CUT OR NOTCH ANY STRUCTURAL MEMBER OR BUILDING SURFACE WITHOUT SPECIFIC
POWER CONDUITS BY A MINIMUM OF 12 -INCHES. I
.
WITH THE CATALOG NUMBER, CONDUCTOR SIZE AND MANUFACTURER.
1. THESE NOTES APPLY TO ALL DRAWINGS. REFER TO GENERAL SHEET NOTES AND KEYED
APPROVAL OF THE STRUCTURAL ENGINEER. �
.
NOTES (E.G. PLAN KEY NOTES) FOR SHEET SPECIFIC INSTRUCTIONS. REFER TO OTHER NOTES
27.
NEMA 4, JUNCTION BOXES AND PULL BOXES SHALL BE 304 STAINLESS STEEL WITH 304
2.
COMPRESSION CONNECTORS SHALL BE MANUFACTURED FROM PURE WROUGHT COPPER.
AND SPECIFICATIONS FOR SPECIAL MODIFIERS BASED ON SPECIAL CONDITIONS OR SPECIFIC
16.
ALL WORK SHALL BE PERFORMED BY AN ACCOMPLISHED, QUALIFIED AND EXPERIENCED
STAINLESS STEEL HARDWARE AND GASKETED COVERS. BOXES SHALL HAVE CONTINUOUSLY
CONDUCTIVITY OF THIS MATERIAL SHALL BE NO LESS THAN 99% BY LACS STANDARDS.
EQUIPMENT (E.G. PANELBOARDS, UNDERGROUND SYSTEM, ETC.). �
LICENSED ELECTRICIAN(S) WORKING UNDER CONTINUOUS COMPETENT SUPERVISION.
WELDED SEAMS AND WEL OTH. BOX BODIES SHALL BE FLANGED
INSTALLATION OF THE CONNECTORS SHALL BE MADE WITH A COMPRESSION TOOL AND DIE
I
AND SHALL NOT HAVE HOLES OR KNOCKOUTS. BOX BODIES SHALL NOT BE LESS THAN 14
SYSTEM. AS RECOMMENDED BY THE MANUFACTURER OF THE CONNECTORS. THE CONNECTORS
2. ALL WIRING IN INDOORS SHALL BE INSTALLED CONCEALED IN THE WALLS AND CEILING IN
17.
THE PLANS DO NOT ALWAYS SHOW ALL RACEWAYS AND CONDUCTORS BETWEEN RECEPTACLES,
SHALL BE CLEARLY MARKED WITH THE MANUFACTURER, CATALOG NUMBER, CONDUCTOR SIZE
- LE, UNLESS OTHERWISE NOTED. MC CABLE SHALL BE
.
ITCHES. HOWEVER, THE CONTRACTOR SHALL FURNISH AND INSTALL
GASKETED AND FASTENED WITH STAINLESS STEEL SCREWS.
AND THE REQUIRED COMPRESSION TOOL SETTINGS. EACH CONNECTOR SHALL BE FACTORY
INSTALLED IN ACCORDANCE WITH NEC ARTICLE 330. WIRING INSTALLED IN THE OFFICE SPACE
THESE CONNECTIONS IN ACCORDANCE WITH THE ASSIGNED FIXTURE OR RECEPTACLE CIRCUIT
28.
CAST IRON BOXES AND FITTINGS SHALL BE MALLEABLE IRON WITH STEEL COVERS AND .
FILLED WITH AN OXIDE -INHIBITING COMPOUND. I
AND TRANSMONING TO THE WAREHOUSE, SHALL TERMINATE IN A JUNCTION BOX OR WIRIEWAY
NUMBER AND SWITCH DESIGNATIONS. HOMERUNS SHOWN CONCEALED SHALL BE INDICATIVE OF
THE ENTIRE CIRCUIT INSTALLATION. THE SAME SHALL APPLY FOR HOMERUNS SHOWN
STAINLESS STEEL SCREWS AS MANUFACTURED BY THE KILLARK ELECTRIC CO.; CROUSE -HINDS
3.
I
INSTALL ALL PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, UTILIZING ALL
FIRST. EMT CONDUIT SHALL CONNECT TO THE JUNCTION BOX OR WIREWAY. TAP CONDUCTORS
FOR LUMINAIRE TERMINAL CONNECTION TO AN OUTLET OR JUNCTION BOX SHALL BE
EXPOSED. REFER TO SPECIFICATIONS FOR MATERIALS AND INSTALLATION REQUIREMENTS.
CO.; APPLETON ELECTRIC CO,; OR EQUAL -
SPECIAL TOOLS, FORMS, MOLDS, MATERIAL, ETC., AS REQUIRED BY THE MANUFACTURER.
� PERMITTED TO BE RUN IN FMC, OR AS MC CABLE, AND INSTALLED IN ACCORDANCE WITH .
18.
ELECTRICAL PLANS SHOW GENERAL ARRANGEMENTS AND LOCATIONS FOR EQUIPMENT CONDUIT,
29.
CAST IRON DEVICE BOXES SHALL BE TYPE FD. ALL CAST IRON BOXES AND FITTINGS SHALL
4.
�
MECHANICAL CONNECTIONS SHALL BE INSTALLED ONLY WHERE ACCESSIBLE FOR INSPECTION -
I - NEC ARTICLE 410.117(C). OUTLET/JUNCTION BOX SHALL BE AT LEAST 1 -FT FROM THE
LUMINAIRE. TAP CONDUCTORS SHALL FMC OR TYPE MC CABLE SHALL BE AT LEAST 18 -IN
OUTLETS, ETC. UNLESS DETAILED OR DIMENSIONED, EXACT LOCATIONS OF CONDUIT, ROUTING
BE MALLEABLE IRON WITH STEEL COVERS AND STAINLESS STEEL SCREWS AS MANUFACTURED .
I
AND CHECKING. NO INSULATION SHALL BE INSTALLED OVER MECHANICAL GROUND
BUT NO MORE THAN 6 -FT IN LENGTH. . � I
I
OF CABLES AND PLACEMENT OF EQUIPMENT WILL BE GOVERNED BY STRUCTURAL CONDITIONS,
-
BY THE KILLARK ELECTRIC CO.; CROUSE -HINDS CO.; LE. MASON CO. OR EQUAL ,
CONNECTIONS. � I .
. . I
PHYSICAL INTERFERENCE, OWNER EQUIPMENT, AND LOCATIONS OF ELECTRICAL TERMINATIONS
ON EQUIPMENT. EXAMINE ARCHITECTURAL, STRUCTURAL, AND MECHANICAL PLANS, AS WELL AS
30.
. - .
. 1
CAST IRON FITTINGS (C'S, T'S, LB'S, ETC.) SHALL BE OF THE MOGUL DESIGN (WITH ROLLERS
5.
I
WHERE GROUND CONNECTIONS ARE NOT ACCESSIBLE FOR INSPECTION AND CHECKING, , _
3. ALL WIRING IN AREAS WITH DROP CEILINGS SHALL BE INSTALLED CONCEALED IN THE WALLS
MD CEILING IN EMT CONDUIT, OR AS MC CABLE, UNLESS OTHERWISE NOTED. MC CABLE
INGS FOR THE VARIOUS EQUIPMENT IN ORDER TO DETERMINE
AS MANUFACTURED BY APPLETON ELECTRIC CO. � . � - I
CONTRACTOR SHALL USE CADWELD OR SIMILAR TYPE EXOTHERMIC WELD CONNECTION. ,
SHALL BE INSTALLED IN ACCORDANCE WITH NEC ARTICLE 330. WIRING INSTALLED IN THE
EXACT ROUTING AND PLACEMENT OF ALL RACEWAYS, CABLES, AND EQUIPMENT, TO ASSURE A
. I
CONTRACTOR SHALL ONLY USE EXOTHERMIC MOLDS DESIGNED SPECIFICALLY BY THE .
-
- OFFICE SPACE AND TRANSMONING TO THE WAREHOUSE, SHALL TERMINATE IN A JUNCTION -
I
WORKABLE INSTALLATION IN ACCORDANCE WITH NEC. SUCH COORDINATION SHALL BE
31.
GALVANIZED STEEL CHANNEL WITH GALVANIZED STEEL HARDWARE (HANGERS, RODS, BACK �
MANUFACTURER FOR THE MATERIALS BONDED TOGETHER, THEIR ORIENTATION, SIZE, ETC. _.
. -
ONDUIT SHALL CONNECT TO THE JUNCTION BOX OR WIREWAY. . . I �
.
ANTICIPATED DURING BID, AND INCLUDED IN THE CONTRACTOR'S BID PRICE.
PLATES, BEAM CLAMPS, FASTENERS, ANCHORS, NUTS, WASHERS, ETC.) SHALL BE USED AS
I I
- I I
TAP CONDUCTORS FOR LUMINAIRE TERMINAL CONNECTION TO AN OUTLET OR JUNCTION BOX -
I
I �
SHOWN ON THE DRAWINGS, IN ALL INDOOR AREAS, UNLESS OTHERWISE DESIGNATED. WHERE -
6.
PROVIDE BONDING TO MEET NEC REQUIREMENTS, INCLUDING, BUT NOT LIMITED TO, BONDING
- SHALL BE PERMITTED TO BE RUN IN FMC, OR AS MC CABLE, AND INSTALLED IN I .
119.
EXISTING CONDITIONS: INFORMATION SHOWN ON THE DRAWING AS TO THE LOCATION OF
GALVANIZED STEEL IS NOT RESISTANT TO THE CHEMICALS PRESENT IN THE AREA IN WHICH IT
_� -
BETWEEN TELEPHONE, TELEVISION, AND SECURITY SYSTEMS. . I - I I .1 -
- ACCORDANCE WITH NEC ARTICLE 410.117(C). OUTLET/JUNCTION BOX SHALL BE AT LEAST
EXISTING UTILITIES, EQUIPMENT, CIRCUITS, RACEWAYS, ETC., HAS BEEN PREPARED FROM THE
IS USED, 304 STAINLESS STEEL CHANNEL WITH 304 STAINLESS,STEEL HARDWARE SHALL BE -1
I I
USED.
7.
� - .
INSTALL ROD ELECTRODES AT NON -TRIP HAZARD LOCATIONS INDICATED OR AS REQUIRED BY
1 -FT FROM THE LUMINAIRE. TAP CONDUCTORS SHALL FMC OR TYPE MC CABLE SHALL BE AT .
MOST RELIABLE DATA AVAILABLE TO THE ENGINEER; HOWEVER, THIS INFORMATION IS NOT -
GUARANTEED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION,
� I . . � �
. -
-
THE NEC, WHICHEVER REQUIRES THE MOST RODS. INSTALL ADDITIONAL ROD ELECTRODES AS
LEAST 18 -IN BUT NO MORE THAN 6 -FT IN LENGTH. I -
.- . - - 1. -
CHARACTER AND DEPTH OF EXISTING UTILITIES, COMPONENTS, LIGHT FIXTURES, WIRING, ETC.
32.
304 STAINLESS STEEL CHANNEL WITH 304 STAINLESS STEEL HARDWARE (HANGERS, RODS, -_
� I
� .
REQUIRED TO ACHIEVE SPECIFIEO RESISTANCE TO GROUND. - I - I � -_
I - . -
- . -
4. ALL WIRING IN AREAS WITH EXPOSED COUNGS SHALL BE INSTALLED IN EMT CONDUIT, IN I I
EXISTING RACEWAYS AND OUTLET/JUNCTION BOXES MAY BE REUSED AS LONG AS THEIR
.
BACK PLATES, BEAM CLAMPS, FASTENERS, ANCHORS, NUTS, WASHERS, ETC.) SHALL
"WET-, 'DAMP- 'CORROSIVE-
8.
- - - I
INSPECT GROUNDING AND BONDING SYSTEM CONDUCTORS AND CONNECTIONS FOR TIGHTNESS - I
I
- ACCORDANCE WITH NEC ARTICLE 358. EMT CONDUIT SHALL BE INSTALLED EXPOSED, WAUL-.
.
INSTALLATION MEETS CURRENT NEC AND FBC REQUIREMENTS. ADDITIONALLY, REUSED EXISTING
AS SHOWN ON THE DRAWINGS, IN AREAS DESIGNATED AND ON ,
AND PROPER INSTALLATION. I - - .__
I
I MOUNTED WITH CHANNEL ON THE WALLS OR TRAPEZE HUNG FROM THE BAR JOISTS, UNLESS - - .
I
EQUIPMENT MUST BE FREE OF ANY DAMAGE OR DEFECTS. CONTRACTOR SHALL PERFORM
I
THE DRAWINGS AND IN OUTDOOR LOCATIONS. ALL CHANNEL AND HARDWARE SHALL BE .
. I - �.
I . I I
� OTHERWISE NOTED. CONDUIT SHALL BE MOUNTED HIGH ENOUGH TO PROTECT THE CLEAR - .
FIELD VERIFICATIONS, AND THE NECESSARY CHANGES, AS REQUIRED BY THE FIELD
� I
RESISTANT.TO THE CHEMICALS PRESENT IN THE AREA IN WHICH IT IS USED.
. I
I � . - -
I I . . � : �
- - I I
HEIGHT OF THE BUILDING. NO RACEWAY, BOX, FITTIING OR SUPPORT SHALL BE MOUNTED I
I .
VERIFICATIONS, AT NO ADDITIONAL COST TO THE OWNER.
I
. I . I
. � I -
WIRING
I � -
a . - -
. � .
I BELOW THE LOWEST GIRDER, BAR JOIST OR OTHER STRUCTURAL STEEL ALL CABLE INSTALLED
�
I - - I
. -
I ,�
33.
WHERE PENETRATING A FIRE RATED WALL ASSEMBLY FOR WIRING, UTILIZE A UL USTED - -
- .
I - �
- . �
DEVICES. -_ I I
� � �
,IN THE ACCESSIBLE SPACE ABOVE THE CEILING OR IN WALLS SHALL BE PLENUM RATED. TAP 1
20.
CONDUIT AND WIRE (NOT SHOWN) FOR FIXTURES, SWITCHES AND/OR RECEPTACLES SHALL BE
I
FIRE -RATED ASSEMBLY, SIZED FOR THE CONDUIT MAKING THE PENETRATION, RATED FOR THE -
1.
- I
. CONDUCTORS FOR LUMINAIRE TERMINAL CONNECTION TO AN OUTLET OR JUNCTION BOX -
FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR AND SHALL BE AS FOLLOWS
TYPE OF MATERIAL PENETRATING THE ASSEMBLY AND THE MATERIAL BEING PENETRATED, AND
WIRING DEVICES SHALL BE SPECIFICATION GRADE DEVICES AND PLATES WITH FINISH PER THE � I
- -
SHALL BE PERMITTED TO BE RUN IN FMC, OR AS MC CABLE, AND INSTALLED IN I
(UNLESS OTHERWISE NOTED): . - I
POSSESSING THE FIRE RATING OF THE ORIGINAL WALL ASSEMBLY. PENETRATION SHALL BE BY :
- .
ARCHITECTURAL DRAWINGS. MATCH PANELED WALL WITH DEVICES AND PLATES OF SIMILAR I
ACCORDANCE WITH NEC ARTICLE 410.117(C). OUTLET/JUNCTION BOX SHALL BE AT LEAST I
. - - - � I
20.1. 3/4' (MINIMUM) CONDUIT RUN - � I
I .
I I - . � � I
-1 . I . I I
I -
COLOR, FINISH AND STYLE. UNLESS OTHERWISE NOTED, COVERS AND DEVICE -
WHITE. I I I .
I 1,
1 -FT FROM THE LUMINAIRE. MC_ CABLE OR STRUCTURED CABLE WHIP SHALL BE 15 -FT IN
I - I
20.1.1. EXPOSED IN UNFINISHED AREAS
� -
- I 1. . I
- � I
- I . -
. LENGTH. -
20.1.2. CONCEALED ABOVE SUSPENDED CEILINGS, IN WALLS AND SLABS IN FINISHED AREAS
-THWN/THHN*
34.
WHERE AN EXPOSED RACEWAY IS LONGER THAN 100 FT OR CROSSES A STRUCTURAL 11
EXPANSION JOINT, CONTRACTOR SHALL INSTALL A XJG CONDUIT EXPANSION JOINT BY .
-
2.
. - I -_
RECEPTACLES: 20A, 12OV, 2 POLE, 3 WIRE, GROUNDING TYPE OR ISOLATED GROUND TYPF,
. - �
. . . . -
�
20.2.
NO. 12 AWG COPPER (MINIMUM), TYPE WIRE IN EMT CONDUIT FOR
-1#12G
1
(EATON) "
C90P APPROVED, EQUAL, IN5j�� ffRj- VFACTURER' a
-
GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OCCUPANCY SENSOR CONTROLLED (OC) -
5. SWITCHES SHALL BE MOUNTED 4'-O" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED.
�POSED-RUNS. MINIMUM -OF-2#12, -FOR-VN-SWITCHED -LOADS,-3#12, 1-#T2G----
,ER/�R0VSE-UINQ5_ _ , , __1
,QR - .,�
INSTRUCTIONS. WHERE INSTALLED DUE TO LENGTH, CONTRACTOR SHALL INSTALL AN
-AZ/OR VEATHERFROOF TYPE (WP) : AS - SHOW Ok`nt - DRAWINGS- MOLNT; RECEP AC `
-r L5
, I
I J�ECEFTACLES SHALL BE MOUNTED -.l'-6* ABOVE FINIS-H-ED.ROOR..UNLE$S-OTHERWISE-)qO.TED. -Xft-a.#._
FOR SWITCHED LOADS. NUMBER OF WIRES AS REQUIRED.-
EXPANSION JOINT EVERY 100 FT. I �
V-6* AFF, UNLESS OTHERWISE N�E WHERE CALLED FOR WP, RECEPTACLE SHALL BE THE
I .1
- RECEPTACLES INSTALLED.ABOVE COUNTERTOPS SHALL BE INSTALLED 80 TO 12" ABOVE '
- -
20.3.
12-3 (BLACK/WHITE/GREEN) SOLID (MINIMUM) MC CABLE FOR CONCEALED RUNS. 12-4
�
- � � I
1
-
TYPE THAT REMAINS WEATHERPROOF WITH A PLUG INSERTED IN THE RECEPTACLE. I
COUNTERTOP OR S-60 ABOVE FINISHED FLOOR. RECEPTACLES INSTALLED IN WAREHOUSE .. I
I
� (BLACK/WHITE/RED/GREEN) SOLID MC CABLE FOR SWITCHED LOADS. � .
35.
WHERE A PVC RACEWAY IS INSTALLED EXPOSED FOR A RUN LONGER THAN 8 FT, OR I
- .
. . I - . �
� SPACE SHALL BE INSTALLED 36' ABOVE FINISHED FLOOR. THERMOSTATS SHALL BE MOUNTED I -
�
- - - -
-
CROSSES A STRUCTURAL EXPANSION JOINT BELOW GRADE, CONTRACTOR SHALL INSTALL AN �
-
3.
RECEPTACLES CONTROLLED BY AN AUTOMATIC CONTROL DEVICE (E.G. OCCUPANCY SENSOR),
I
- � 5' -Ow ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTES. . -
I
21.
THE WIRING DIAGRAMS, QUANTITY AND SIZE OF WIRES REPRESENT A SUGGESTED
EXPANSION FITTING. INSTALL PER MANUFACTURER'S INSTRUCTIONS. WHERE INSTALLED DUE TO
, -
SHALL BE MARKED WITH THE SYMBOL SHOWN IN nGURE 406.3(E) AND LOCATED ON THE
- 1 I
I �
ARRANGEMENT BASED UPON SELECTED STANDARD COMPONENTS OF ELECTRICAL EQUIPMENT.
I
.
LENGTH, CONTRACTOR SHALL INSTALL AN EXPANSION JOINT EVERY 100 Fr.
CONTROLLED RECEPTACLE OUTLET WHERE VISIBLE AFTER INSTALLATION, IN ACCORDANCE WITH
6. WHERE PENETRATING A FIRE RATED WALL ASSEMBLY FOR WIRING OR OUTLET/DEVICE BOXES, -
I
MODIFICATIONS ACCEPTABLE TO THE ENGINEER MAY BE MADE BY THE CONTRACTOR TO
ACCOMMODATE EQUIPMENT ACTUALLY PURCHASED. THE BASIC SEQUENCE AND METHOD OF
- I .
.
.3(E). WALL SWITCHES, PLUG LOAD CONTROLLERS OR POWER PACKS CONTROLLER I -
. UTIUZE A UL USTED FIRE -RATED ASSEMBLY, SIZED FOR THE CONDUIT OR OUTLET/DEVICE . . -
ID AS INDICATED ON THE DRAWINGS AND/OR SPECIFICATIONS.
-
OCCUPANCY SENSOR(S) OR TIMERS SET TO TURN OFF � .
BOX MAKING THE PENETRATION, RATED FOR THE TYPE OF MATERIAL PENETRATING THE � I
BY O-Z/GEDNEY OR APPROVED EQUAL BY OTHERS. WEATHERHEAD Sk�ll BE WEATHER
WITHIN 20 MINUTES OF ALL OCCUPANTS LEAVING A SPACE I .
� ASSEMBLY AND THE MATERIAL BEING PENETRATED, AND POSSESSING THE FIRE RATING OF
. I
PPED GALVANIZED MALLEABLE OR DUCTILE IRON, WITH A
. I . . � -
THE ORIGINAL WALL ASSEMBLY. FIRESTOP PENETRATIONS SHALL BE AS MANUFACTURED BY
22.
SWITCHES SHALL BE MOUNTED 4'-O" ABOVE FINISHED FLOO D.
PHENOLIC INSULATOR CONTAINING PREDRILLED HOLES FOR THE CONDUCTORS. SERVICE
4.
I . � I
SWITCHES: 20A, 120/277V, TYPE OF SWITCH (E.G. 3 -WAY, 4 -WAY, TIMER, OCCUPANCY -
� . I . �
- . HILTI OR APPROVED EQUAL BY OTHERS. FIRE SEALANT AROUND DEVICE BOXES SHALL 8 E
RECEPTACLES SFLALL BE MOUNTED l'-6* ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED.
�
. - -
ENTRANCE CAP SHALL BE SIZED TO MATCH CONDUIT FOR SERVICE ENTRANCE CONDUCTORS.
-
SENSOR, ETC.) AS SHOWN ON THE DRAWINGS. MOUNT SWITCHES 4' -Om AFF� UNLESS
FIRESTOP PUTTY PADS CFS -P PA OR CP 617. FIRE SEALANT AROUND CONDUIT . I I .
�
- -
I I . . . � .
PHENOLIC INSULATOR SHALL BE SIZED FOR THE QUANTITY AND SIZE OF THE SERVICE
OTHERWISE NOTED. - - - .-
I I PENETRATIONS SHALL BE FS -ONE MAX. FIRE SEALANT AROUND CABLE PENETRATIONS SHALL �
����i
. li�iiii�iiiiiiilllllllllll�lilli1iiiiii�li�� �����������ll�����������
- -
�����
ENTRANCE CONDUCTORS. .
� .- �ll������������l
I I
.
I . �
I
!��������ili������ll������!li�����I ������������������������������ -_ ---�!�������!�������������������������������
BE FIRESTOP PUTTY STICK CP 618. 1 - I
-IIIIIIIIIIIIIIIIIIIIIIIII I
I
.
I
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.
. I
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- I
. �
. I . -
- I . � I � I I - I _. I .
I
. I .
-
. . - . _. . . . - . . - - _ . -I 1, . - . _. - - - .� � - , - , , - -- _. : . L - . . � 1. . - - - � - L-:- _. 7 : - : , � L - - _ - -
- , �'. , , - . . . . . . - - � � m _. ; .- . . : �. :� . �'. : ' . _' '. L_ � . M _ . , .
: L. . : . . - - . - . . . . . - . . I . . . - . .. . .- . . - . . . . .'*.�.� L.:,. , .. . -...-..; . - .
. � . - . .1 - . . .. , , , '' , - .. ' . .. ' ' " .. . .
L . - ;' , , L , : -, -. . : ; , I ; . - :,- _... L _''. . ' . . L , - - -
- . * . , - - - , - - .:,. - '.., . , _ _. _ '. .,...
, , . � ". . . .. _. : , '. , , , : : : - 1 :, : - : - . - _. . . .:.
. . : t . - . L _- �� : �"..�'. _ .. _ - _ ._ . _ _ , . . L
. . . - . - .. . . . b _ �. I - . - :-: ' - : ..'. , . _ . . . _ _ _ .-
_ _
- _�� - _� _ ___ __ __
- - - - - - - _��_ - - _ _, - .� __� __ __ ____�
-
SYMBOL
- . �
DESCRIPTION .
AC
COMBINATION MOTOR CIRCUIT PROTECTOR AND MAGNETIC
AFF
MOTOR STARTER, FULL VOLTAGE NON -REVERSING
*
UNLESS OTHERWISE NOTED: I
K7h
Lnsr
AMPERE INTERRUPTING CAPACITY
AMP
FVR - FULL VOLTAGE REVERSING
AT
* RVNR - REDUCED VOLTAGE NON -REVERSING
ANSI
RVAT - REDUCED VOLTAGE AUTOTRANSFORMER -
AUTO
RVSS - REDUCED VOLTAGE SOLID STATE
AUX .
2S1W - TWO SPEED, ONE WINDING
I
RS2W - TWO SPEED, TWO WINDING
�
Ep*
NON -FUSIBLE DISCONNECT SWITCH, 500 VOLT, 3 POLE
C
* AMPERE RATING NOTED IF OTHER THAN 30A
CB
I
I
FUSIBLE DISCONNECT SWITCH, 500 VOLT, 3 POLE,
Ep
AMPERE RATING AND FUSE SIZE AS NOTED
. CFR
*AMPERE RATING NOTED IF OTHER THAN 30A
CKT
* FUSE RATING EXAMPLE 15
.
p
MANUAL MOTOR STARTER WITH THERMAL OVERLOAD
0
HEATER
2
"P* INDICATES WITH PILOT LIGHT
CS
u2" INDICATES TWO POLE .
CT
TRANSFORMER, RATI . NGS AND CONNECTIONS AS NOTED.
CU
UNLESS OTHERWISE NOTED ON THE SINGLE LINE
DC
DIAGRAMS, ALL DRY TYPE TRANSFORMERS SERVICING
DIA
ADMINISTRATIVE AND LABORATORY SPACES SHALL
DN
HAVE A MINIMUM K FACTOR OF 4. ISOLATION
DOE
TRANSFORMERS SHALL HAVE A K-20 RATING.
-0
MOTOR .
-i-
I=
ELECTRICAL
LP -XX
OR
11
LIGHTING PANELBOARD, REFER TO PANELBOARD SCHEDULES FOR
MORE DETAILS. NAMING CONVENTION MAY DIFFER DEPENDING ON
�
OWNER. -
LP_XX
ELECTRICAL WATER COOLER (FOUNTAIN)
RV
M STATION WITH FLOW SWITCH(ES)
FBC
I
DUPLEX RECEPTACLE, 20A, 12OV, 2P, 3W
;,-,I
:1'44' GFCI - GROUND FAULT INTERRUPTER TYPE
G. GND
WP - WEATHERPROOF
�)=
USB - RECEPTACLE WITH (2 6A 5VDC TYPE A USB2.0 PORTS
LTIRRUPTER'
4
AFCI - ARC -FAULT CIRCUIT
GRS
IC - ISOLATED GROUND 1
HACR
4 - CIRCUIT NUMBER, IF CIRCUIT WIRING IS NOT SHOWN
HH
OC - RECEPTACLE CONTROLLED BY OCCUPANCY SENSOR
- 0=
QUAD RECEPTACLE, NOTATIONS SAME AS ABOVE
@=
RECEPTACLE MTD ABOVE COUNTER -TOP, NOTATIONS SAME AS ABOVE
0
DUPLEX RECEPTACLE, CEILING MOUNTED
0 (2)
JUNCTION BOX
INST
.
INSTIR
INCANDESCENT, CFL OR HID TYPE LIGHTING FIXTURE
A - � 3
N9 - FIXTURE TYPE (SEE LIGHTING FIXTURE SCHEDULE)
'O, b
ub" - CONTROLLED BY SWITCH OR SENSOR "b"
KVA
"3" - CIRCUIT NUMBER, UNLESS OTHERWISE SHOWN
A - 3
1
LTG
FLUORESCENT TYPE LIGHTING FIXTURE, NOTATIONS SAME AS ABOVE
- b
LONG, SHORT, INST, GND FAULT TRIP DEVICE
A�o 3
WALL MOUNTED INCANDESCENT,- CFL OR HID TYPE
. , b
LIGHTING FIXTURE, NOTATIONS SAME AS ABOVE
.
7:m
1'090/d/m/A
FLUORESCENT TYPE LIGHTING FIXTURE WITH EMERGENCY BATTERY PACK
FOR EGRESS LIGHTING DURING POWER LOSS. WIRE BATTERY PACK TO
-
THE LINE SIDE OF THE SWITCH.
EM
EMERGENCY LIGHTING BATTERY UNIT WITH TWO LAMP HEADS
w 3
"EM* - FIXTURE TYPE (SEE LIGHTING FIXTURE SCHEDULE)
`3m
MILO
- CIRCUIT #, CONNECTED TO THE LINE SIDE OF THE SWITCH
- EX
WALL MOUNTED EXIT SIGN, NOTATIONS SAME AS ABOVE. HATCHING
I
INDICATES LIGHTED FACE. WHEN USED, ARROW INDICATES DIRECTION
.=a
3
OF EGRESS FOR DIRECTIONAL CHEVRON.
E
CEILING MOUNTED EXIT SIGN WITH TWO EMERGENCY LAMP
.
341
HEADS, NOTATIONS SAME AS ABOVE.
A 3
POLE MTD LIGHT FIXTURE, NOTATIONS SAME AS ABOVE. TC INDICATED
0-0
TIME CLOCK CONTROLLED, PC INDICATED PHOTOCELL CONTROLLED.
TC/Pc
REFER UGHT POLE DETAIL FOR ADDITIONAL REQUIREMENTS.
OL -
WALL MOUNTED OCCUPANCY SENSOR SWITCH, MTD 4'-O- AFF,
I
$0S
HT FIXTURES IN THE SAME ROOM IN
,
WHICH IT IS MOUNTED.
<8>
CCUPANCY SENSOR. CONTROLS AS
DESCRIBED ON THE PLANS. TYPICAL ONE OR MORE SENSOR
PNL
CONTROLS MULTIPLE FIXTURES IN A ROOM. REQUIRES POWER PACK.
PR
�
POWER PACK FOR USING LO
<@>
SWITCH LTG. REQUIRES TWO DEEP 4* SQUARE DEVICE BOXES (2 1/2 -
PT
DEEP) FOR WIRING AND MOUNTING. REFER TO MFR WIRING DIAGRAM.
� 0
I
PUSH BUTTON STATION
.
(@
PHOTOCELL I .
-
-
I HOME RUN TO DESIGNATED EQUIPMENT. BRANCH CIRCUIT CONDUIT
I
_.------,�,
WITH 2 NO. 12 AWG BRANCH CIRCUIT CONDUCTORS AND 1 NO. 12
SA
UNLESS OTHERWISE NOTED. NUMBER OF
SEC
ARROWS INDICATE NUMBER OF CIRCUITS. FOR MINIMUM SIZE CONDUIT
-
- PERMITTED REFER TO THE SPECIFICATIONS. -
,e��
I . -
- - -
-
CONDUIT CONCEALED IN WALL, IN SLAB ABOVE, OR ABOVE CEILING.
. I
- . -
I �
-
.00, _� _-� ,**.
� . - -
. �
-
- � I
. I I
I � I
CONDUIT CONCEALED IN OR BELOW FLOOR OR UNDERGROUND. - ,
I .
- I I
� �
� - -
- -
I I
. - -
-
- -
I . I �
. �
I I I �
-
CONDUIT RUN EXPOSED. RUN PARALLEL OR PERPENDICULAR -
. I I I
I � I
I
I
.: TO STRUCTURE OR WALL I I .
1. � I . - --
I
I I .
_. 001 _*_ ,*-. � � .
- __
� I I I I
- �
. Y INDICATES EXPLOSION -PROOF, CONDUIT SEAL FITTING. - - I
� I - -
. � - � . � �
. -_ - I
- I I
- -
� .j - -
- .
- CONDUIT STUBBED OUT AND CAPPED . -
. -
A '
�-(2)
DENOTES A QUANTITY OF TWO (2) 3 -INCH CONDUITS EACH 1
. 3-C., 3#3/0- -
CONTAINING THREE NO. 3/0 AWG CONDUCTORS AND 1 NO. 2 AWG
A2G � I
.
GROUND CONDUCTOR. � --, � . I -
.
- - I - � -
DENOTES A QUANTITY OF TWO INSTRUMENT CABLES. EACH CABLE TO
I . I
CONSIST OF TWO NO. 16 AWG CONDUCTORS TWISTED TOGETHER AND
- �
COVERED WITH A METALLIC SHIELD AND AN OVERALL PROTECTIVE
� � . ----!, - � `�._ a -
. JACKET. R��3. TQ.THE _SPECIEaTIONS FOR J�E . EXACT CABLE IQ -K
- . -
-
PROVIDED. - . �
I
FLEXIBLE METAL CONDUIT *WHIP- (3/4-C., 2#12, 1#12G UNLESS
.
FOR RECESSED LIGHTING FIXTURES AND LIQUID
- I .
I TIGHT MOTOR CONNECTIONS
=
FIRE ALARM CONTROL PANEL I -
*
TEUEPHONE/DATA RJ -45 WALL JACK, UNLESS OTHERWISE NOTED,
XFMR
I I
LINE THRU MIDDLE OF JACK INDICATES MTD ABOVE COUNTER -TOP
'V -
. .
� �
-,CABLE RJ -6/U WALL JACK, UNLESS OTHERWISE NOTED
.
I TrB - I
-
TELEPHONE TERMINAL CABINET OR BACKBOARD AS NOTED
A
AMPS
AC
ALTERNATING CURRENT
AFF
ABOVE FINISHED FLOOR
.
AFG
ABOVE FINISHED GRADE -
AIC
AMPERE INTERRUPTING CAPACITY
AMP
AMPERE
AT
AMPERES TRIP
ANSI
AMERICAN NATIONAL STANDARDS INSTITUTE
AUTO
AUTOMATIC
AUX .
AUXILIARY
AWG
AMERICAN WIRE GAUGE
BIL
BASIC INSULATION LEVEL
C
CONDUIT
CB
CIRCUIT BREAKER
- CFL
COMPACT FLUORESCENT
. CFR
ULATIONS
CKT
CIRCUIT
CLF
CURRENT LIMITING FUSE
CPT
ORMER
CR
CS
CONTROL SWITCH
CT
=
CU
COPPER
DC
DIRECT CURRENT
DIA
DIAMETER
DN
DOWN
DOE
DEPARTMENT OF ENERGY
EC
EMPTY CONDUIT, OR ELECTRICAL CONTRACTOR
ELEC
ELECTRICAL
ELEV
ELEVATION
EM
EWC
ELECTRICAL WATER COOLER (FOUNTAIN)
EWH
ELECTRICAL WATER HEATER
FBC
FLORIDA BUILDING CODE
FBO
. FURNISHED BY OTHERS
G. GND
GROUND
Gc
GENERAL CONTRACTOR
GF
GROUND FAULT INTERRUPTER
GRS
GALVANIZED RIGID STEEL
HACR
HEATING & AIR CONDITIONING RATED
HH
HANDHOLE
HT
HEIGHT
HID
HIGH INTENSITY DISCHARGE
HOA
HAND OF AUTO
HP
HORSEPOWER
INST
INSTANTANEOUS
INSTIR
INSTRUMENT
K
KILO (PREFIX)
kcmil
1000 CIRCULAR MILS
KVA
KILO -VOLT AMPERES
LCp
LIGHTING CONTROL PANEL (OR CONTACTOR)
LTG
LIGHTING
LSIG
LONG, SHORT, INST, GND FAULT TRIP DEVICE
Mcs
MAIN CIRCUIT BREAKER �
MCC
�
0
MCM
1000 CIRCULAR MILS
MCP
MOTOR CIRCUIT PROTECTOR
MFR
MANUFACTURER
MH
MANHOLE
MILO
MAIN LUGS ONLY
MMU
MICROPROCESSOR METERING UNIT
MTD
MOUNTED
N
NEUTRAL
NC
NORMALLY CLOSED
NEC
NATIONAL ELECTRIC CODE
NF
NON-FUSED
NO
ER
NTS
NOT TO SCALE
OL -
OVERLOAD
PCP -
PUMP CONTROL PANEL
PH
PHASE
PM
POWER MONITOR
PNL
-
PANEL OR PANELBOARD
PR
PAIR
PRI
PRIMARY
PT
POTENTIAL TRANSFORMER
PVC
POLYVINYL CHLORIDE
REC
RECEPTACLE
REQUIRED OR REQUIREMENTS
QTY
QUANTITY
SA
S
le 00000.00 0 4e -
0
0 cp
SEC
-q 06/15/2018 :
ev, STATE OF 0:0
, 0
SH
SHIELDED OR SHEET
SHT
SHEET
SPD
ME Job Number.
�
SS
STAINLESS STEEL
SW
SWITCH
Tc
TIME TO CLOSE
TEL
TELEPHONE
TO
TIME TO OPEN
TVSS
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EQUIPMEN7 D®EN7OFOCA7DON:�� _
PLAN KEY N07ES: O GENERAL SHEEN' N07ES:
1. PROVIDE AND INSTALL ENGRAVED, LAMINATED PLASTIC NAMEPLATES ON ALL LABELED
EQUIPMENT (E.G. PANEL LP1, RTU -1, ETC.). NAMEPLATES SHALL BE MINIMUM 1/15" THICK X 1. PROVIDE A 4' X 8' X 3/4" FIRE RETARDANT PAINTED PLYWOOD TELEPHONE 1. THE ELECTRICAL INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS OF THE
3/4" HIGH X 2 1/2" WIDE WITH WHITE LETTER ON BLACK BACKGROUND. TERMINAL BACKBOARD (TTB) WITH THE TOP MOUNTED AT 9'-0" ABOVE FINISHED FLORIDA BUILDING CODE 2017 AND THE NATIONAL ELECTRIC CODE 2014.
ATIONS GROUND BAR _MOUNTED 8'-0" ABOVE
2. SCREW MOUNT NAMEPLATES TO NEMA 1 ENCLOSURES. EPDXY BOND (NO DOUBLE SIDED FINISHED FLOOR, 5" FROM ONE FLOOR. INSTALL A TELECOMMUNICATIONS
THE EDGES OF THE BACKBOARD. EXTEND 2. ALL GROUNDING ELECTRODE SYSTEMS SHALL BE INTERCONNECTED PER NEC
TAPE) ALL OTHER ENCLOSURE TYPES. #5 CU GROUND FROM BACKBOARD TO NEAREST SUITABLE GROUNDING ARTICLE 250.52.
3. PROVIDE MACHINE TYPED HEAVY DUTY PERMANENT POLYESTER LABELS ON ALL RECEPTACLES _ ELECTRODE CONDUCTOR (E.G. BUILDING STEEL). INSTALL GROUNDING AND 3. VOLTAGE DROP IN ACCORDANCE WITH FLORIDA BUILDING CODE 5TH EDITION
SWITCHES AND JUNCTION BOXES INDICATING THE PANEL THAT FEEDS THE RECEPTACLE AND GROUND BAR IN ACCORDANCE WITH THE ELECTRICAL DETAILS. LOCATE (2017) ENERGY CONSERVATION CODE CHAPTER 4, SECTION C405.5.3 HAS TAKEN
THE CIRCUIT NUMBER (E.G. LP1-14). JUNCTION BOXES SHALL ALSO INDICATE ALL VOLTAGES TELEPHONE BACKBOARD RECEPTACLES 5" BELOW THE THE BOTTOM OF THE IN ACCOUNT FOR THIS PROJECT.
REPRESENTED BY THE CIRCUITS IN THE JUNCTION 80X. BACKBOARD. EXTEND ONE (1) 2"C. (GRS) FROM THE TOP OF THE BACKBOARD
TO THE NEW TELEPHONE TERMINAL CABINET LOCATED OUTSIDE NEAR THE 4. WHERE CONDUITS ARE CALLED TO BE INSTALLED EMPTY, PROVIDE A 3/15-
4. ELECTRICAL EQUIPMENT, SUCH AS SWITCHBOARDS, PANELBOARDS, CONTROL PANELS (THE ELECTRICAL SERVICE EQUIPMENT. PROVIDE CONDUIT WITH 3/15" POLYPROPYLENE PULL STRING. EMT SHALL INSTALLED CONCEALED FROM THE
TYPE CONTAINING MOTOR STARTERS, VFD'S, ETC.), METER SOCKET ENCLOSURES, AND MOTOR POLYPROPYLENE PULL STRING AND TERMINATE WITH BUSHING ABOVE THE DEVICE/OUTLET BOX UP TO ACCESSIBLE SPACE ABOVE CEILING, TERMINATED
TELEPHONE TERMINAL BACKBOARD. CONTRACTOR SHALL COORDINATE WITH THE WITH A BUSHING. WHERE HARD CEILINGS ARE INSTALLED, ROUTE CONDUIT TO
CONTROL CENTERS, SHALL FACTORY LABELED WARNING QUALIFIED PERSONS OF POTENTIAL TELEPHONE COMPANY AND INTERNET SERVICE PROVIDER FOR PROVIDING NEAREST ACCESSIBLE LOCATION.
ELECTRICAL SHOCK AND ARC FLASH HAZARDS. TELEPHONE AND INTERNET SERVICE. CONTRACTOR SHALL PAY ALL FEES
ASSOCIATED WITH OBTAINING TELEPHONE AND INTERNET SERVICE. 5. ALL WIRING CONNECTING FROM THE EXTERIOR, INCLUDING WIRING STUBBED UP
PANELBOZARDS
•-, �--;� - T--- --- - -- - -- - .. THROUGH CONCRETE SLAB, SHALL BE INSTALLED IN GRS CONDUIT AND SHALL
2. FOR EACH TELEPHONE/DATA OUTLET SHOWN, PROVIDE A 4 SQUARE, DEEP 8E INSTALLED IN ACCORDANCE WITH NEC ARTICLE 344. THIS INCLUDES THE
1. THESE NOTES APPLY TO ALL PANELBOARDS SCHEDULES. OC j E DEVICE BOX WITH A BLANK SINGLE -GANG FACEPLATE. PROVIDE 1' CONDUIT MAIN POWER FEED FROM THE SERVICE ENTRANCE FUSED DISCONNECT, ANY
L-3 L-1CONCEALED, EMPTY WITH PULL STRING FROM THE DATA DEVICE SOX TO AN TELEPHONE AND DATA CONDUITS, AND ANY CIRCUITS MOUNTED ON THE RCOF.
2. PANELBOARDS SHALL NOT BE SERIES RATED. REFER TO PANELBOARD SCHEDULES FOR ' " ACCESSIBLE SPACE ABOVE THE CEILING, TERMINATED WITH BUSHING. MATCH PROVIDE DUXSEAL IN THESE CONDUITS. PROVIDE LINK -SEAL 8Y EATON
ADDITIONAL DETAILS, REQUIREMENTS, AND BRANCH CIRCUIT BREAKER LAYOUTS. REFER TO`- COLOR OF FACEPLATE WITH ARCHITECTURAL DRAWINGS. REFER TO TELEPHONE CROUSE -HINDS OR APPROVED EQUAL 8Y OTHERS FOR ALL EXTERIOR CONDUIT
PANELBOARD SCHEDULES FOR AMPERE RATING OF BUS AND MAIN BREAKER, NEMA RATING TERMINAL BOARD RISER DIAGRAM FOR ADDITIONAL DETAILS AND REQUIREMENTS. PENETRATIONS. WHERE CONNECTING TO EQUIPMENT THAT HAS ROTATING OR
OF THE ENCLOSURE, SCCR AND AIC RATING, NEUTRAL SUS RATING AND WHETHER THE VIBRATING PARTS (E.G. RTU, MOTOR, ETC.), TRANSITION TO LFMC CONDUIT AND
PANELBOARD IS FLUSH OR SURFACE MOUNTED. \ OC iii: 3. THERMOSTAT AND KEYED SWITCH ANNUNCIATOR FOR RTU -5 MOUNTED 5'-0" INSTALL IN ACCORDANCE WITH NEC ARTICLE 350.
L-3 _ j ABOVE FINISHED FLOOR. PROVIDE A RECESSED DEVICE BOX FOR EACH DEVICE,
3. NEW 240/120V PANELBOARDS SHALL BE SQUARE D TYPE NQOD PANEL, TIN PLATED COPPER SIZED PER THERMOSTAT MANUFACTURER WITH 3/4 EMT CONDUIT UP TO 5. MULTIPLE BRANCH CIRCUITS SHALL NOT HAVE A SHARED NEUTRAL CONDUCTOR.
SUS (PHASE AND NEUTRAL), 42 POLES (UNLESS OTHERWISE NOTED), 10 KA1C, 240/12OVAC, = ACCESSIBLE SPACE ABOVE CEILING, TERMINATED WITH BUSHING. PROVIDE LOW
VOLTAGE WIRING PER HVAC MECHANICAL DESIGN AND RTU -5 MANUFACTURER.
SINGLE PHASE, 3 WIRE, DOOR -IN -DOOR HINGE TRIM, WITH TYPE QOS BOLT ON BRANCH ► ! 2 ( j 7. REFER TO PANELBOARD SCHEDULES FOR CONDUIT AND WIRE SIZES. WHERE MC
/\ I REFER TO HVAC MECHANICAL DRAWINGS FOR ADDITIONAL DETAILS, REQUIREMENTS
CIRCUIT BREAKERS AND TIN PLATED COPPER EQUIPMENT GROUND BAR, OR EQUAL BY i ' TYP. CABLE IS PROVIDED, THE CONDUIT SIZE IS IGNORED.
EATON/CUTLER-HAMMER, GENERAL ELECTRIC OR SIEMENS. I ! / \ AND EXACT LOCATION. 8. WORKING CLEARANCES SHALL 8E PROVIDED TO ALL ELECTRICAL EQUIPMENT IN
4. INSTALL PANELBOARDS PLUMS AND RIGID WITHOUT DISTORTION ON THE 80X. MOUNT " " ACCORDANCE WITH NEC ARTICLE 110.25. PROVIDE HAZARD FLOOR MARKING
4. WALL MOUNTED OCCUPANCY SENSOR SWITCHES (Sos) SHALL BE TYPE WSX
PANELBOARDS RECESSED WITH THEIR FRONT UNIFORMLY FLUSH WITH WALL FINISH, R / �+ �' TAPE BY SAFETYTAC OR APPROVED EQUAL, TO MARK THE WORKING CLEARANCES
SURFACE MOUNTED IN NON -FINISHED AREAS (E.G. ELECTRICAL OR MECHANICAL ROOMS). I I / \� 2#8 &"1#10 GND =�" APPROVED EQUAL BY
OR REQUIRED IN FRONT OF ALL ELECTRICAL EQUIPMENT. SAFETY FLOOR MARKING
j EXISTING METER AND IN 3/4 C TAPE SHALL BY 3 WIDE, LOW PROFILE, 100% SMEAR AND SCUFF RESISTANT
MOUNT TOP OF PANEL 6'-6* ABOVE FINISHED FLOOR. I \ ; L-1 2#12 1#12 GND AUTO-ON/AUTO-OFF.
WITH TAPERED EDGES.
I I /OGERHEAD SERVICE , , r "
DEMOLISH ALL`EXISTING , 1 IN 3 4 C
/ (TO BE DEMOLISHED SERVICE ENTRANCE � � /
5. PROVIDE FACTORY LABELS WARNING QUALIFIED PERSONS OF POTENTIAL ELECTRICAL SHOCK I ELECTRICAL, LIGHTING, L-13 �1 L121 X25 5. PROVIDE A 30A 120V SINGLE POLE MOTOR -RATED SWITCH WALL MOUNTED NEXT
AND ARC FLASH HAZARDS. I / i i POWER RISER DIAGRAM E500 7 L-14:1 ��' ' 9. ALL WIRING IN THE WAREHOUSE SHALL 8E RUN EXPOSED IN EMT CONDUIT AND
( � RECEPTACLES, �C. � � I 3 �GFC G I GFCI TO THE EXHAUST FAN IN ACCESSIBLE CEILING SPACE TO ACT ASA INSTALLED IN ACCORDANCE WITH NEC ARTICLE 358. WHERE CONNECTING TO
E DISCONNECTING MEANS. USE FMC CONDUIT TO CONNECT DISCONNECT TO EQUIPMENT THAT HAS ROTATING OR VIBRATING PARTS (E.G. VAV, MOTOR, ETC.),
5. WHERE THE SPACE ABOVE THE NEC DEDICATED ELECTRICAL EQUIPMENT SPACE ABOVE -THE r ° ° EXHAUST FAN.
ELECTRICAL EQUIPMENT CONTAINS SYSTEMS WHICH COULD LEAK OR CONDENSATE, PROVIDE I i METER GFCI w\p
5 TRANSITION TO FMC CONDUIT AND INSTALL IN ACCORDANCE WITH NEC ARTICLE
SUITABLE PROTECTION TO AVOID DAMAGE TO THE ELECTRICAL EQUIPMENT. I a f r I - - (ON ROOF) FCI TORA ` 6. RTU IS ROOF MOUNTED. PROVIDE A 60A, 240V, 2P, NON-FUSED HEAVY DUTY 348.
RTU -1 SAFETY SWITCH IN A NEMA 3R, PAINTED STEEL ENCLOSURE, STRUT MOUNTED TO 10. WHERE PENETRATING A FIRE RATED WALL ASSEMBLY FOR WIRING UTILIZE A UL
7. PER PROJECT CLOSEOUT AND RECORD DRAWING REQUIREMENTS, CONTRACTOR SHALL PROVIDE j t ISTING PANEL80ARD MAIN SERVICE ( k I a f Lti ( 5 I I EF -2_ H� 8 2 THE ROOF. ROUTE CONDUIT FOR THE DISCONNECT THROUGH THE ROOF
®�r
UPDATED PANELBOARD SCHEDULES, TYPE WRITTEN, AND DATED ON ALL PANELBOARDS. I L-3 V�OMtNS PENETRATION. USE LFMC CONDUIT TO CONNECT TO DISCONNECT AND RTU. LISTED FIRE -RATED ASSEMBLY, SIZED FOR THE CONDUIT MAKING THE
i I (TO BE DEMOLISHED �; DISCONNECT �`S TR Otis
HAND-WRITTEN SCHEDULES WILL NOT BE ACCEPTED. ANY FIELD CHANGES TO THE CIRCUIT ) _ �` I I r-:* '� CTGn�`^:" PENETRATION RATED FOR THE TYPE OF MATERIAL PENETRATING THE ASSEMBLY
NUMBERS SHALL BE UPDATED ON THE PANELBOARD SCHEDULES. I ; / I L-2 -F SAFETY SWITCH SHALL 8E AS MANUFACTURED 8Y EATON, OR APPROVED EQUAL AND THE MATERIAL BEING PENETRATED, AND POSSESSING THE FIRE RATING OF
TELEPHONE/INTERNET ��] L-11 BY OTHERS. REFER TO HVAC DRAWINGS FOR ADDITIONAL INFORMATION ON RTU.
I DEMOLISH ALL EXISTING i DEMARC �\ L- - _j L- w STORAGE 1 TTB THE ORIGINAL WALL ASSEMBLY. PENETRATION SHALL BE BY USG OR APPROVED
8. ALL NEW CIRCUIT BREAKERS SHALL 8E UL 489 LISTED. WHEN ADDING CIRCUIT BREAKERS TO j ELECTRICAL, LIGHTING, i G6 i F GEV-1 100 L-3 L-7 7. MOUNT NEC REQUIRED MAINTENANCE RECEPTACLE TO ROOF WITH UNISTRUT AND OTHER.
EXISTING PANELBOARDS, CONTRACTOR SHALL MATCH EXISTING MANUFACTURER, MODEL, RECEPTACLES, ETC. i ° ° POST BASE BOLTED TO ROOF. PATCH AND SEAL ROOF PENETRATIONS FOR
BREAKER TYPE, AIC RATING, ETC. PROVIDE ALL NECESSARY HARDWARE AND APPURTENANCES I �� RR (ON ROOF 11. REFER TO HVAC WIRING DIAGRAMS AND SCHEDULES FOR CIRCUIT REQUIREMENTS
PL PL CONDUIT AND MOUNTING CURBS IN ACCORDANCE WITH THE ROOF
FOR A COMPLETE INSTALLATION. I ��������� r OF HVAC EQUIPMENT.
MANUFACTURERS REQUIREMENTS IN ORDER TO MAINTAIN ROOF WARRANTY.
9. VOLTAGE DROP IN ACCORDANCE WITH BUILDING CODE STH EDITION (2017) ENERGY ( \ \ / / / r FCI�� ll G C.I GFCI 12. REFER TO ARCHITECTURAL DRAWINGS FOR ROOM NAMES AND NUMBERS.
CONSERVATION CODE CHAPTER 4, SECTION FLORIDADA BUIL HAS TAKEN IN ACCOUNT FOR THIS t�-1 L L 27 8 8. PLUG LOAD CONTROLLER MODULES ("PLT SHALL BE POWER PACKS TYPE nPP20
I \ / PL BP, 120V RATED, BY HEIGHT (ACUITY) OR APPROVED EQUAL 8Y OTHERS. 13. ALL WIRING IN THE OFFICE SPACE SHALL BE INSTALLED CONCEALED IN THE
PROJECT. I \ / r i
I \ / MOUNT PLUG LOAD CONTROLLERS ON WALL ABOVE PANEL L1. PROVIDE TWO WALLS AND CEILING, AS MC CABLE, UNLESS OTHERWISE NOTED. MC CABLE
\ / i i ADJACENT DEEP JUNCTION BOXES, ONE TO HOUSE THE POWER PACK, AND THE
10. EXISTING CONDITIONS AND LOADS FOUND ON PANELBOARD SCHEDULES ARE BASED ON I SHALL 8E INSTALLED IN ACCORDANCE WITH NEC ARTICLE 330. WIRING
RECORD DRAWINGS AND OBSERVED LOADS SHOWN ON PANELBOARD SCHEDULES. CONTRACTOR i I \ / r i OTHER FOR THE WIRING TERMINATIONS. REFER TO APPROVED MANUFACTURER'S INSTALLED IN THE OFFICE SPACE AND TRANSITIONING TO THE WAREHOUSE SPACE
SHALL FIELD VERIFY ALL CONDITIONS TO ENSURE ACCURACY AND ADJUST PANELBOARD
WIRING DIAGRAM FOR 120V CONTROL POWER WIRING TO PANELBOARD, 120V TO TERMINATE IN A PANELBOARD, SHALL TERMINATE IN A JUNCTION BOX OR
SCHEDULES AS REQUIRED TO COMPLETE THE WORK SHOWN. WIRING FROM PANELBOARD TO THE SWITCHED RECEPTACLES AND CAT5e WIRING WIREWAY FIRST. EMT CONDUIT SHALL CONNECT THE JUNCTION BOX OR
I I \ OFFICE BETWEEN LOW VOLTAGE COMPONENTS (CEILING OCCUPANCY SENSORS, PLUG WIREWAY TO THE PANELBOARD.
11. AFTER SUBSTANTIAL COMPLETION, CONTRACTOR SHALL UPDATE ALL MODIFIED PANELBOARDS i \ / ; ; LOAD CONTROLLERS, WALL SWITCHES, ETC.). PROVIDE ALL CAT5e CABLE
WITH A TYPE WRITTEN PANELBOARD SCHEDULE SHOWING ALL LOADS WIRED TO THE MODIFIED I I / \ r i 102 BETWEEN LOW VOLTAGE COMPONENTS AS REQUIRED FOR A COMPLETE 14. ALL RECEPTACLES WITHIN 6'-0" OF A SINK SHALL BE GFCI PROTECTED. ALL
PANELBOARDS. PANELBOARD SCHEDULE SHALL BE REVIEWED BY THE ENGINEER AND OWNER I I / INSTALLATION. CONTRACTOR SHALL ENSURE THAT ONLY THE RECEPTACLES USED CIRCUITS ON THE PANELBOARD SCHEDULE MARKED AS GFCI SHALL HAVE THE
PRIOR TO FINAL COMPLETION. PANELBOARD SCHEDULE SHALL 8E DATED. I I / / \ \ ; ; AS CONVENIENCE OUTLETS (MARKED "OC") SHALL BE OCCUPANCY SENSOR RECEPTACLES GFCI PROTECTED. NO GFCI CIRCUIT BREAKERS ARE REQUIRED IF
r L-5 L-5 CONTROL OUTLETS FOR COMPUTERS SHALL NOT BE SWITCHED. CONTRACTOR THE RECEPTACLES ARE GFCI PROTECTED, AS SHOWN ON THE PLANS.
CU771NG L� N ® P A � C H O N G : I I / \ SHALL COORDINATE WITH THE TENANT TO ENSURE THE PROPER CIRCUITS AND 15. ALL DEVICES SHOWN DIRECTLY ADJACENT TO A RECEPTACLE SHALL BE MOUNTED
/ \ r RECEPTACLES ARE ON OCCUPANCY SENSOR CONTROL AT THE SAME HEIGHT ABOVE FINISHED FLOOR AS THE RECEPTACLE, UNLESS
I I / \ r �
1. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL DETAILS AND REQUIREMENTS FOR i I / \ i i L-7 L-5 9. DIMMING POWER PACK(S) FOR LOW VOLTAGE CEILING OCCUPANCY SENSORS OTHERWISE NOTED.
RESTORING EXISTING CONDITIONS, MATERIALS, PAINT COLOR, FINISHES, ETC. ( ( / \ 15. ALL CABLE INSTALLED IN THE ACCESSIBLE SPACE ABOVE THE CEILING SHALL BE
OC L-7 ("PP") SHALL BE TYPE nPP16 DS, 120/277V RATED, 8Y HEIGHT (ACUITY) OR
APPROVED EQUAL BY OTHERS. MOUNT POWER PACK ABOVE THE CEILING.
2. CUTTING AND PATCHING SHALL BE DONE IN A THOROUGHLY WORKMANLIKE MANNER AND 8E I I / \ � � i OC PLENUM RATED.
IN COMPLIANCE WITH MODIFICATIONS AND REPAIR TO CONCRETE AS SHOWN BY OTHER PROVIDE TWO ADJACENT DEEP JUNCTION BOXES, ONE TO HOUSE THE POWER
_---_--_� PACK, AND THE OTHER FOR THE WIRING TERMINATIONS. REFER TO APPROVED
TRADES. SAWCUT CONCRETE AND MASONRY PRIOR TO BREAKING OUT SECTIONS. � - ---- � 17. ALL OCCUPANCY SENSOR, WALL SWITCHES, RECEPTACLE, TEL/DATA/CABLE
- MANUFACTURERS WIRING DIAGRAM FOR 277V CONTROL POWER WIRING TO JACKS, FLUSH MTD JUNCTION BOX, AND EMPTY DEVICE BOX COVERS (EXISTING
3. CORE DRILL HOLES IN EXISTING CONCRETE FLOORS AND WALLS AS REQUIRED. PANELBOARD, 277V WIRING FROM PANELBOARD TO THE SWITCHED LIGHTING
FIXTURES, 0-10V WIRING TO DIMMING BALLASTS AND CAT5e WIRING BETWEEN AND NEW) SHALL 8E COORDINATED WITH THE ARCHITECT FOR COLOR AND
4. INSTALL WORK AT SUCH A TIME AS TO REQUIRE THE MINIMUM OF CUTTING AND PATCHING. LOW VOLTAGE COMPONENTS (CEILING OCCUPANCY SENSORS, PLUG LOAD STYLE. REFER TO THE ARCHITECTURAL DRAWINGS FOR ADDITIONAL DETAILS AND
CONTROLLERS, WALL SWITCHES, ETC.). PROVIDE ALL CAT5e CABLE AND 0-10V REQUIREMENTS. COVERS AND RECEPTACLES SHALL BE WHITE UNLESS
5. DO NOT CUT JOISTS, BEAMS, GIRDERS, COLUMNS OR ANY OTHER STRUCTURAL MEMBERS. WIRING BETWEEN LOW VOLTAGE COMPONENTS AS REQUIRED FOR A COMPLETE OTHERWISE NOTED.
ELECTRICAL INSTALLATION. POWER PACK LOCATION IS ESTIMATED AND MAYBE RELOCATED AS
6. CUT OPENING ONLY LARGE ENOUGH TO ALLOW EASY INSTALLATION OF THE CONDUIT. REQUIRED TO MINIMIZE CIRCUIT LENGTH, AVOID OBSTRUCTIONS, ETC. PROVIDE
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DEMOLITION. O L I T D O N . P L /�0�1 N B � OWER P L A N THE QUANTITY OF POWER PACKS REQUIRED FOR THE NUMBER OF SWITCHING �� G�� O N G
7. PATCHING TO BE OF THE SAME KIND AND QUALITY OF MATERIAL AS WAS REMOVED. GROUPS SHOWN.
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SCALE: 1/4" = 1'-0" �01
SCALE: 1/4" = 1'-0"
8. THE COMPLETED PATCHING WORK SHALL RESTORE THE SURFACE TO ITS ORIGINAL 10. LOW VOLTAGE CEILING OCCUPANCY SENSORS ("OS' SHALL -BE TYPE nCM PDT CON7110L PANEL N O �I E S
APPEARANCE OR BETTER. PATCHING OF WATERPROOFED SURFACES SHALL RENDER THE AREA 10 RJB, BY nLIGHT (ACUITY) OR APPROVED EQUAL BY OTHERS. LOW VOLTAGE
OF THE PATCHING COMPLETELY WATERPROOFED. CEILING OCCUPANCY SENSOR SHALL BE COMPATIBLE WITH THE POWER PACK • 1. FURNISH ALL LABOR AND MATERIAL REQUIRED FOR A COMPLETE LIGHTING
9. REMOVE RUBBLE AND EXCESS PATCHING MATERIALS FROM THE PREMISES. TYPE nPP16 OR nPP16 DS. IN THE CASE OF APPROVED EQUAL, THE CONTROL SYSTEM AS SHOWN ON THE DRAWINGS AND SPECIFICATIONS.
ASSOCIATED COMPATIBLE POWER PACK BY THE APPROVED EQUAL MANUFACTURER CONTRACTOR SHALL COORDINATE WITH THE MANUFACTURER AND PROVIDE ANY
' SHALL BE PROVIDED. REFER TO APPROVED MANUFACTURER'S WIRING DIAGRAM AND ALL SERVICE HOURS BY THE MANUFACTURER'S SERVICE REPRESENTATIVE IN
10. WHERE EXISTING CONDUITS ARE CUT AT THE FLOOR LINE OR WALL LINE, ALL WITH GROUT ®E M O L 17 O O N PLAN N 0 WI E S: FOR CAT5e CABLE BETWEEN LOW VOLTAGE COMPONENTS AND THE POWER ORDER TO PROGRAM THE LIGHTING CONTROL PANEL AND CERTIFY CLOSE OUT
OF SUITABLE PATCHING MATERIAL PACKS. PROVIDE ALL CAT5e CABLE AS REQUIRED FOR A COMPLETE DOCUMENTS. SITE LIGHTING CONTROLS SHALL MEET THE REQUIREMENTS OF
11. WHERE PENETRATIONS FOR CONDUIT OR MOUNTING BOLTS ARE REQUIRED THROUGH THE 1. DEMOLISH ALL EXISTING ELECTRICAL ON EXISTING BUILDING BACK TO INSTALLATION. PHOTOCELL OPTION SHALL REMAIN DISABLED. ASHRAE 90.1-2010, CHAPTER 9, SECTION 9.4.1.7. ALL ENCLOSURES SHALL BE
ROOF, CONTRACTOR SHALL RESTORE ROOF TO ORIGINAL CONDITIONS WHILE PROPERLY SOURCE. REMOVE ALL CONDUIT, WIRING, JUNCTION BOXES, LIGHT " " HINGED DOOR, NEMA 3R RATED, UNLESS INSTALLED INDOORS, THEN NEMA 1 IS
FIXTURES, SWITCHES, RECEPTACLES, ETC. 11. WALL MOUNTED LOW VOLTAGE (LV) SWITCHES SHALL BE TYPE nPODM DX 8Y
SEALING AND WEATHERPROOFING. COORDINATE WITH THE ROOF MANUFACTURER AND PROVIDE � ACCEPTABLE. CONTRACTOR MAY UTILIZE SEPARATE COMPONENTS (TIME CLOCK,
nUGHT (ACUITY) OR APPROVED EQUAL BY OTHERS. WALL MOUNTED LOW
ALL SERVICES, MATERIALS, LABOR, ETC., IN ORDER TO MAINTAIN THE OWNERS ROOF PHOTOCELL, LIGHTING CONTACTORS, ETC.) TO ACCOMPLISH THE DESIGN INTENT,
WARRANTY. C VOLTAGE SWITCH SHALL BE COMPATIBLE WITH THE POWER PACK TYPE nPP15 OR
C nPP16 DS. IN THE CASE OF APPROVED EQUAL, THE ASSOCIATED COMPATIBLE INSTEAD OF A LIGHTING CONTROL PANEL
L-6 L-6 POWER PACK BY THE APPROVED EQUAL MANUFACTURER SHALL BE PROVIDED. 2. CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR BUSINESS HOURS AND
DISCONNECTS: REFER TO APPROVED MANUFACTURER'S WIRING DIAGRAM FOR CAT5e CABLE SCHEDULING TIME CLOCK CONTROL IN THE ASTRONOMICAL TIME CLOCK
BETWEEN LOW VOLTAGE COMPONENTS AND THE POWER PACKS. PROVIDE ALL SCHEDULER. TIME CLOCK CONTROLLED (TC) LIGHTING SHALL TURN OFF ONE
CAT5e CABLE AS REQUIRED FOR A COMPLETE INSTALLATION. HOUR AFTER THE CLOSE OF BUSINESS. TC LIGHTING SHALL REMAIN OFF UNTIL
1. DISCONNECT SWITCHES SHALL BE HEAVY DUTY, QUICK -MAKE, QUICK -BREAK, VISIBLE BLADES,
240 VOLT, 2 POLE WITH FULL COVER INTERLOCK DEFEAT AND FLANGE MOUNTED OPERATING 12. PROVIDE LIGHTING CONTROL PANEL AS DETAILED IN THE LIGHTING CONTROL THE BUSINESS REOPENS IN THE MORNING OR THE PHOTOCELL SWITCHES ALL
HANDLE. ALL CURRENT CARRYING PARTS INCLUDING LUGS SHALL BE COPPER. ENCLOSURE A A AE A PANEL RISER DIAGRAM AND NOTES ON THIS SHEET. LIGHTING INVERTER SHALL LIGHTING OFF IN THE MORNING. TIMECLOCK SHALL BE INTERMATIC JET91215CR
SHALL 8E NEMA 3R PAINTED STEEL FOR OUTDOORS AND NEMA 1 PAINTED STEEL FOR BE BODINE ELI -100-120V OR APPROVED EQUAL BY OTHERS. CONNECT TYPE OR EQUAL
.INDOORS. MANUFACTURED 8Y SQUARE D, EATON/CUTLER-HAMMER, GENERAL ELECTRIC, OR � � 0 0 0 OS 0 "DE" FIXTURES THROUGH THE INVERTER TO PROVIDE EMERGENCY EGRESS
SIEMENS. PROVIDE FUSING, AIC RATING, SERVICE ENTRANCE, NEUTRAL LUG, MAIN BONDING L-2 L L-2 L-2 3. PHOTOCELL CONTROLLED (PC) LIGHTING SHALL TURN ON AND OFF BASED ON
JUMPER, ETC., AS REQUIRED AND SHOWN ON THE PLANS. PROVIDE ALL DISCONNECTS WITH L-2 t0 C LIGHTING. MOUNT LIGHTING INVERTER ABOVE LIGHTING CONTROL PANEL THE AUTOMATIC LIGHT SENSOR SWITCH (PHOTOCELL). INCLUDE A TIME DELAY
PAD LOCKING PROVISIONS. DISCONNECT SHALL 8E RATED FOR 75 DEGREE C COPPER OR J L-6 13. ELECTRIC WATER HEATER (EWH) IS MOUNTED ABOVE MOP SINK. PROVIDE A FEATURE PROGRAMMED INTO THE PHOTOCELL OR THE LIGHTING CONTROL PANEL
ALUMINUM WIRE. 69- OFFICE 30A, 240V, 2P, NON-FUSED HEAVY DUTY SAFETY SWITCH IN A NEMA 1, TO PREVENT INTERMITTENT SWITCHING. PHOTOCELL SHALL BE CONDUIT POST TOP
C 101 PAINTED STEEL ENCLOSURE, WALL MOUNTED NEXT TO UNIT. USE LFMC MOUNTED FROM THE SERVICE EQUIPMENT RACK FACING NORTH, OR WALL
LIGHTING C L-6 CONDUIT TO CONNECT DISCONNECT AND EWH. SAFETY SWITCH SHALL SE AS MOUNTED AS SHOWN ON THE INDIVIDUAL BUILDING PLANS. PHOTOCELL SHALL BE
4 (TYP) 1 5 3 PC EXTERNALLY MTD PHOTOCELL t1 MANUFACTURED BY EATON, OR APPROVED EQUAL BY OTHERS. REFER TO TORK #2107 OR EQUAL.
1. CONTRACTOR SHALL -HIRE AN APPROVED INDEPENDENT PARTY OR THE LIGHTING CONTROLS o PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
MANUFACTURER TO PROVIDE CERTIFIED DOCUMENTATION TO THE AUTHORITY HAVING 5 A AE A (�') ''' 4. CIRCUIT BREAKERS FEEDING LIGHTING CIRCUITS ARE AS SHOWN ON THE PLANS
JURISDICTION (AHJ), WHICH PROVES THE INSTALLED LIGHTING CONTROLS MEETS THE - 5 - s 7 0 OS ® A AND PANELBOARD SCHEDULES. OVERCURRENT AND SHORT CIRCUIT PROTECTION
PROVISIONS OF THE FLORIDA ENERGY EFFICIENCY CODE, SECTION C405 AND ASHRAE IS PROVIDED BY THE CIRCUIT BREAKER. SWITCHING OF THE LIGHTING LOAD IS
STANDARD 90.1, CHAPTERS 8 AND 9. WHERE ALLOWED BY THE AHJ, CONTRACTOR MAY I L-2 L-2 L-2 L-2 CONTROLLED BY THE LIGHTING RELAYS IN THE LIGHTING CONTROL PANEL EACH
SELF-PERORM THE CERTIFICATION TESTING AND PROVIDE THE CERTIFIED DOCUMENTATION TO ON/OFF LIGHT FIXTURES 10 EX I CIRCUIT SHALL HAVE ITS OWN INDIVIDUAL RELAY TO OPEN AND CLOSE THE
THE AHJ. THE FOLLOWING NOTES DESCRIBE THE REQUIRED PROCEDURES TO BE COMPLETING I CONTACTOR 3 I WITH WIRING FOR I W L-2 CIRCUIT. QUANTITY OF LIGHTING CIRCUITS IS AS SHOWN ON PLANS AND
PC OR TC CONTROL
8Y THE LIGHTING CONTROLS MANUFACTURER REPRESENTATIVE OR THE APPROVED _ PANELBOARD SCHEDULES.
INDEPENDENT PARTY. I STORAG
5 5. EACH LIGHTING CONTACTOR IN THE LIGHTING CONTROL PANEL FEEDING LIGHTING
OS ° ° CIRCUITS ARE AS SHOWN ON THE PLANS. RELAYS ARE GROUPED TOGETHER INTO
2. CONFIRM THAT ALL SENSORS, POWER PACKS, DIMMING SYSTEMS, SCENE SELECTORS, ETC., o _
PERFORM AND OPERATE AS DESCRIBED IN THE GENERAL SHEET NOTES, PLAN KEY NOTES, �� .I - WOMENS L-4 - SWITCHING GROUPS, LABELED EITHER PC OR TC. PHOTOCELLS TURN ON AND
COMPONENT SPECIFIC NOTES AND THE LIGHTING SPECIFICATIONS ON SHEET E100. WHERE I 2 ON/OFF 3 O4 O4 O
CONTACTOR A RESTR00 A O OFF ALL EXTERIOR LIGHTING. TC GROUP LIGHTING IS TURNED OFF ONE HOUR
THE FLORIDA ENERGY CODE REQUIRES A MORE STRINGENT PERFORMANCE OR OPERATION ( DE MENS 103 AFTER CLOSE OF BUSINESS AND REMAINS OFF UNTIL BUSINESS OPENS IN TH
0 0 C DE E
SETTING, THAT SETTING SHALL BE IMPLEMENTED OVER THE SETTING DESCRIBED IN THE I RESTROOM _ - - MORNING.
AFOREMENTIONED NOTES. L-2 AEQ Q AE I� L 6
L-2 L-2 L
. 8 L 4 LIGHTING CONTROL 5. REFER TO PANELBOARD SCHEDULES AND PLANS FOR CONDUIT AND WIRE
3. , CONFIRM THAT THE PLACEMENT, SENSITIVITY AND TIME-OUT ADJUSTMENTS FOR OCCUPANCY
_ LIGHT FIXTURES ON 4 A 0
PANEL AND INVERTER REQUIREMENTS. - -
SENSORS YIELD ACCEPTABLE PERFORMANCE. - I ON OFF O
I / 3 0
CONTACTOR
INVERTER INVERTER WITH WIRING
12
0
F S S 7. PROVIDE 5 WIRES TO ALL LIGHT FIXTURES CONTROLLED VIA LIGHTING CONTROL
OR PC CONTROL .`
4. CONFIRM THAT THE TIME SWITCHES AND PROGRAM 4 L-2 L-4 ,
PROGRAMMABLE SCHEDULE CONTROLS ARE
Q ,PANEL, INCLUDING NEUTRAL, UNSWITCHED HOT, PC SWITCHED HOT, TC SWITCHED
PROGRAMMED G ED TO TURN THE LIGHTS ON AND OFF.
HOT AND EQUIPMENT GROUNDING CONDUCTOR.
QTY AS REQ'D) 5 I TY AS RE TORA PP PP -PROVIDE SIZE OF WIRE AND
( ) (Q REQ'D)
CONDUIT
>� C SHOWN IN THE PANELBOARD SCHEDULES. CONTRACTOR
5. CONFIRM THAT THE PLACEMENT AND SENSITIVITY ADJUSTMENTS FOR
���I
0 0 CTOR SHALL FIELD
S 0 PHOTOSENSOR CONTROLS � ��W _
WIRE PC SWITCHED HOT OR TC SWITCHED HOT BASED ON THE SITE PLAN
L-6
REDUCEELECTRIC -
ELE C LIG
HT BASED ON THE AMOUNT OF U A
SABLE DAYLIGHT IN THE SPACE AS
TR
EX
AS INIMICAL _ DESIGNATION
- - I TC 2
120V CIRCUIT 0 OF PC OR TC.
1
P IFI I 5
SEC ED.
TIME CLOCK LOCK: -
FROM PANEL80AR
D
-4
O
AE
A
O
A
O
L
8
E INVERTER N
E DOWNSTREAM F
0 LIGHTING CONTROL PANEL, AS REQUIRED OR
REFER
L -
. Q
6 EFE TO ASHRAETAN 4
STANDARD 90.1 CHAPTER 9 SECTION 9.4.2 FUNCTION L L 4
. C 0 TESTING FOR _ L-4
EX_
AS SHOWN ON
o PLANS. PROVIDE 4 WIRES TO INVERTER INCLUDING NEUTRAL-
M :
ADDITIONAL TESTS, CALIBRATIONS, ADJUSTMENTS PROGRAMMING ETC. REQUIRED 8Y THE LE _
UNSWITCHED HOT PC W
: S ITCHED -HOT AN
L
, D EQUIPMENT GROUNDING CONDUCTOR.
CODE.. PROVIDE ALL TESTING AN 'LIGHTING CONTROL' PAN _
S G D ADJUSTMENT OF SETTINGS FOR OCCUPANT SENSORS 240 120V PANELBOARD EL OR
PROVIDE 0 DE SIZE OF WIRE AND CONDUIT SHOWN U S 0 N IN THE PANELBOARD
AUTOMATIC M
EL80 D SCHEDULES.
0 CTI SWITCHES, E S CES AND A
D D YLIGHT CONTROLS, OLS AS DESCRIBED IN
THIS SECTION. PHOTOCELL MER LIGHTING G CONTACTORS
PROVIDEDOCUMENTATION -
DOC E ATION R
CE T EYING THAT THE INSTALLED STALLED HTIN
LIG G CONTROLS MEET OR
OS
0
EXCEED ALL DOCUMENTED CU ENTED PERFORMANCER O
CRITERIA.
TYPICAL
"LIGHTINGOFFICE _
7. FOR THE OPEN OFFICE,IU Y
PROVIDE EQUIPMENT C
ALL EQ EN SHOWN AS A
ELL S ANY
ADDITIONAL CONTROL
.
IPM10 -
EQU ENT REQUIRED TO ACHIEVE 2
Q EVE TH
E LIGHTING CONTROLS REQUIREMENTS M
U E ENTS OF
Q ASHRAE_
0
PANE
IL 90.1-2013 � _ RISER-
20 3. PROVIDE ALL PROGRAMMING ®8
OG NG AND COMMISSIONING G A ®�/U
G RE UIRED TO G
Q
ACHIEVETHE F A -
E OLLOWING.
_ A
AE
A
O
:SCALE.. N O L 6
ONE
LOCAL CONTROL OL 9.4.11.11(c) _ _ ,
L4
L4
L4 _
RESTRICT � _9.4.1.1(c)
ES CT TO PARTIAL AUTOMATIC
DIMMING TO MEETI-
8 LEVEL LIGHTING CONTROL 9.4.1.1(d)
AUTOMATIC FULL OFFF- 9.4.1.1 h -
_
8. FOR THE RESTROOMS JANITOR ROOM,
00 , AND R CLOSET CONSIDERED
ROOMS, PROVID
E ALL EQUIPMENT SHOWN, AS WELL AS ANY ADDITIONAL- EQUIPMENT
REQUIRED TOACHIEVEIEVE THE LIGHTING CONTROLS REQUIREMENTS OF ASHRAE STANDARD-
-
90.1-2013. PROVIDE ALL PROGRAMMING AND COMMISSIONING REQUIRED TO ACHIEVE THE
FOLLOWING:
LOCAL CONTROL - 9.4.1.1(a)
AUTOMATIC FULL OFF 9.4.1.1(h)
ARCHITECTURE
135 West Central Blvd., Suite 340
Orlando, Florida 32801
TEL 407.353.5135
M25001097
®Copyright 2017
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No 74669
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Drawing Number:
E300
Of Sheets
Job Number. -_
A®E Job Number.
18018
STRUCTURAL STEED
GROUNDING DETAIL
SCALE: NONE
CADWELD 3 0 BARE 2,-0w
COPPER T REBAR MIN.
AT 20' ± O.C.
3/4w x 10'
D • D a a COPPERWELD
• GROUND ROD
• . v D � D D.
LI
BUILDING STRUCTURE
BONDING DETAIL
SCALE: NONE
• INDICATES MECHANICALLY BOLTED CONNECTION. 1. COMPONENTS SH01
INSTALLED UNDER
■ INDICATES EXOTHERMIC WELD CONNECTION, COMPATIBLE WITH MATERIALS BEING JOINED. PROJECT. SOME 01
ARE EXISTING. NEVA
O 4/0 AWG INSULATED COPPER GROUND CONDUCTOR IN 1' CONDUIT. GROUNDING EQUIPI
SCOPE OF THIS PI
O 4/0 AWG COPPER GROUND CONDUCTOR ENCASED IN CONCRETE. NEW AND EXISTING
THIS SCHEMATIC D
O3 4/0 AWG BARE COPPER GROUND CONDUCTOR (GROUNDING ELECTRODE CONDUCTOR). 2. REFER TO PLANS
O4 3/4' x 10'-0- LONG COPPER -CLAD GROUND ROD DRIVEN WITH TOP 12' BELOW GRADE. ADDITIONAL DETAIL'
O 4/0 AWG INSULATED COPPER GROUND CONDUCTOR IN 1" CONDUIT.
BUILDING GROUNDING ELECTRODE
SYSTEM SCHEMATIC DETAIL
SCALE: NONE
Name:
MAIN LUGS: 200 AMPS Status: NEW
VOLTAGE: 240/120V A1C: 10 K AMPS FULLY RATED Project Name: 904 FRENCH AVE.
PHASE: 1 MOUNTING: SURFACE Project Number: 18018
WIRE: 3 MANUFACTURER: CUTLER -HAMMER Fed From: OVERHEAD SERVICE DROP
SECTION:1
N
O
T
E
S
C
K C
p LOADIPHASE (KVA)
T CIRCUIT DESCRIPTION D
E
# A B =� -
1 RECEPTACLES -OFFICE R 0.6 =
3 RECEPTACLES -OFFICE R - =- 0.6
CIRCUIT BREAKER
FUSED
C
p
D
E
CIRCUIT DESCRIPTION
C
K
T
9
N
O
T
E
S
TRIP POLES
POLES
TRP
SERVICE
0.0
20 1
1
20
L
LIGHTING -OFFICE, RESTROOMS, EFS
2
1.00 1.00
ENTRANCE
20 1
1
20
O
LIGHTING- WAREHOUSE, STORAGE
4
0.0
1.00 1.00
MAIN OR
-
-
-
=
20 1
1
20
L
LIGHTING- EXTERIOR
S
BAR AND BUILDING
SERVICE
20 1
1
UTILTIY
FELE.S
SPARE
8
- -
ENTRANCE
20 1
1
METER
RECESSED
SPARE
10
PANELBOARD
LED
20 1
1
20
_
SPARE
12
O
EQUALBYOTHERS. WEATHERHEAD SHALL BE WEATHER RESISTANT MADE :
OF HOT DIPPED GALVANIZED MALLEABLE OR DUCTILE IRON WITH A ,
13 RECEPTACLES -ROOFTOP R 0.2 -
15 SPARE =
17 RECEPTACLES - REFRIGERATOR K 1.0 =
19 RECEPTACLES - REFRIGERATOR K 1.0
1.0
23 RECEPTACLES - MICROWAVE 1.0
21 RECEPTACLES - MICROWAVE JR
25 RECEPTACLES -COUNTERTOP 1.0 _
2T RECEPTACLES -COUNTERTOP = 1.0
29 ISPARE -
4.8 4.6
#4 BARE CU GND TO GROUNDING
20 1
2
45
C
RTU -1
14
ELECTRODE CONDUCTOR (AS
20 1
16
STRUCTURAL STEEL
20 1
2
SIZED PER
W
REQUIRED PER POWER COMPANY)
18
FULL CUTOFF OPTICS WITH SOLID LUMINOUS ACRYLIC RINGS AND STRAIGHT HOOD, 3COOK CCT, ALUMINUM
ARCHITECTURAL AREA
20 1
20
120/277
20 1
INDIVIDUAL SERVICE
20
LLJ LL.
SPARE
22
0:�
0
#3/0 BARE CU GROUNDING
1
20
(SEE CONDUIT AND
BOO
0
3/1 (PVC), #5 BARE
24
ELECTRODE CONDUCTOR (TYP)
1
20
WIRE CALLOUT ON
CT)
SPARE
26
CU GND TO GROUNDING
20 1
1
20
LL
SPARE
SERVICE ENTRANCE
ARCHITECTURAL AREA
K41 -T3 -FO -5030 -SCP (SCPREMOTE)-SF-DB-WINK
20 1
1
ELECTRODE CONDUCTOR
_ �
4.9 45
LED
BOND TO COLD WATER
30
LIGHTING (RAB)
RISER DIAGRAM)
z
CT CABINET
PIPE AND FIRE PROTECTION
(AS REQUIRED)
CEILING OR WALL MTD EXIT SIGN AND EMERGENCY LED FIXTURE COMBO WITH INTEGRAL MAINTENANCE -
EXOTHERMIC WELD OR
PIPING, WHERE INSTALLED
BTB
EX
FREE LEAD -CALCIUM BATTERY PACK AND SELF -DIAGNOSTICS, HIGH OUTPUT LAMPS, AND UL LISTED FOR
TYPICAL
HCXURW-03L
MECHANICAL CLAMP CONNECTION
120/277
4.5
N/A
LED
DAMP LOCATIONS.
TELEPHONE
TO BUILDING STEEL
Cerrttfi
A
AS
•,....
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Q• • N
No. 74669_... ,
06/15/2018 •�
STAVE OF ••t�/
`� ••• �. •0
A
NOTE: LIGHTING FIXTURE TYPES SHALL BE FURNISHED AS SHOWN ABOVE. THE CATALOG NUMBERS ARE GIVEN AS A GUIDE TO THE DESIGN AND QUALITY OF FIXTURE DESIRED. EQUIVALENT DESIGNS AND EQUAL QUALITY FIXTURES OF OTHER MANUFACTURERS WILL BE
ACCEPTABLE UPON WRITTEN APPROVAL BY THE ENGINEER. APPROVED EQUALS SHALL HAVE THE SAME UL LISTING (OR OTHER LISTING BY A NATIONALLY RECOGNIZED TESTING LABORATORY) AND INSTALLATION RATING, LISTED AND LABELED FOR THE SAME LOCATION (I.E.,
DRY, WET, DAMP, HAZARDOUS AREA, ETC.) AS SHOWN ON THE DRAWINGS.
TERMINAL
Job Number,-
A/E Job Number.
18018
BOARD OR
CABINET
BOND TO FOUNDATION STEEL
#3/0 BARE CU GROUNDING
PROVIDE INTERSYSTEM BONDING TERMINATION BAR (IBTB)
ELECTRODE CONDUCTOR (TYP)
IN ACCORDANCE WITH NEC ARTICLE 250.94 AND THE
ELECTRICAL DETAILS. LOCATE IBTB BELOW THE SERVICE
ENTRANCE MAIN DISCONNECT J1. PROVIDE IBTB BY ERICO
GND GROUND ROD
OR EQUAL BY OTHERS. -
E500 TEST WELL
#3/0 BARE CU GROUNDING
#2 BARE CU GROUNDING FINISHED
ELECTRODE CONDUCTOR (TYP)7
ELECTRODE CONDUCTOR 1- GADE
Name:
MAIN LUGS: 200 AMPS Status: NEW
VOLTAGE: 240/120V A1C: 10 K AMPS FULLY RATED Project Name: 904 FRENCH AVE.
PHASE: 1 MOUNTING: SURFACE Project Number: 18018
WIRE: 3 MANUFACTURER: CUTLER -HAMMER Fed From: OVERHEAD SERVICE DROP
SECTION:1
N
O
T
E
S
C
K C
p LOADIPHASE (KVA)
T CIRCUIT DESCRIPTION D
E
# A B =� -
1 RECEPTACLES -OFFICE R 0.6 =
3 RECEPTACLES -OFFICE R - =- 0.6
CIRCUIT BREAKER
LOADIPHASE (KVA)
C
p
D
E
CIRCUIT DESCRIPTION
C
K
T
9
N
O
T
E
S
TRIP POLES
POLES
TRP
A B =
0.3 =� =
=� . 0.3 -
0.4 - ..
= - =
-
- �
2.8 -
- 2.8 =
1.5 _ -'
_ - 1.5
0.0
20 1
1
20
L
LIGHTING -OFFICE, RESTROOMS, EFS
2
1.00 1.00
5.5
20 1
1
20
L
LIGHTING- WAREHOUSE, STORAGE
4
0.0
1.00 1.00
5 RECEPTACLES -WAREHOUSE R 0.6 - _
7 RECEPTACLES -WAREHOUSE R 0.6
9 RECEPTACLES-RF-STROOMS R 0.4
11 RECEPTACLES -TELEPHONE BOARD R - 0.4
-
-
-
=
20 1
1
20
L
LIGHTING- EXTERIOR
S
BAR AND BUILDING
RECESSED 4" ROUND LED DO'WNLIGHT WITH 1500 LUMEN OUTPUT, 80 CRI RATING, 4000K CCT, 55 DEGREE
20 1
1
20
FELE.S
SPARE
8
- -
AE
20 1
1
20
RECESSED
SPARE
10
1,500
LED
20 1
1
20
_
SPARE
12
O
EQUALBYOTHERS. WEATHERHEAD SHALL BE WEATHER RESISTANT MADE :
OF HOT DIPPED GALVANIZED MALLEABLE OR DUCTILE IRON WITH A ,
13 RECEPTACLES -ROOFTOP R 0.2 -
15 SPARE =
17 RECEPTACLES - REFRIGERATOR K 1.0 =
19 RECEPTACLES - REFRIGERATOR K 1.0
1.0
23 RECEPTACLES - MICROWAVE 1.0
21 RECEPTACLES - MICROWAVE JR
25 RECEPTACLES -COUNTERTOP 1.0 _
2T RECEPTACLES -COUNTERTOP = 1.0
29 ISPARE -
4.8 4.6
- =
-
20 1
2
45
C
RTU -1
14
- PHENOLIC INSULATOR CONTAINING PREDRILLED HOLES FOR THE
20 1
16
- _
-
-
-
= =
- --
- -=
20 1
2
20
W
EW H-1
18
FULL CUTOFF OPTICS WITH SOLID LUMINOUS ACRYLIC RINGS AND STRAIGHT HOOD, 3COOK CCT, ALUMINUM
ARCHITECTURAL AREA
20 1
20
120/277
20 1
1
20
LLJ LL.
SPARE
22
0:�
0
20 1
1
20
_
BOO
0
SPARE
24
20 1
1
20
-=
- -
CT)
SPARE
26
20 1
1
20
LL
SPARE
28
ARCHITECTURAL AREA
K41 -T3 -FO -5030 -SCP (SCPREMOTE)-SF-DB-WINK
20 1
1
20
_ �
4.9 45
LED
SPARE
30
LIGHTING (RAB)
z
BRACKET (BY RAB LIGHTING), UL 1598 LISTED AND UL LISTED FOR WET LOCATIONS (IP 66 RATED)
PER NEC ARTICLE 220
LIGHTING (L)
RECEPTACLES (R)
LARGEST MOTOR (M)
ALL OTHER MOTORS (M)
HEATING (H)
COOLING (C)
OTHER (0)
WATER HEATERS (W)
DRYERS (D)
KITCHEN (K)
CONN.
(INA
ADJUST. DEMAND
FACTOR FACTOR
DEMAND
(INA
1.0
1.00 1.25
1.2
5.4
-- NEC
5.4
0.0
1.00 1.25
OX
0.0
1.00 1.00
0.0
0.0
1.00 1:oo
0.0
5.5
1.00 1.00
5.5
0.0
1.00 1.00
0.0
3.0
1.00 1.25
3.8
0.0
1.00 1.00
0.0
4.0
1.00 1.00
4.0
TOTAL CONNECTED LOAD: 18.9 KVA
TOTAL DEMAND LOAD: 19.9 KVA
DEMAND AMPS: 82.8 AMPS
PERCENT IMBALANCE: 6.2%
PANEL EQUIPMENT:
LIGHTING FIXTURE SCHEDULE
TYPE
DESCRIPTION
MANUFACTURER
MODEL NUMBER
MOUNTING
VOLTAGE
WATTAGE
LUMENS
LAMP
TELECOM MAIN GROUNDING BUS BAR(Ti-CPI PN
RECESSED 4" ROUND LED DOWNLIGHT WITH 1500 LUMEN OUTPUT, 80 CRI RATING, 4000K CCT, 55 DEGREE
%
_
ELEVATION
_ -
COMPACTED
GRAVEL BASE
-. i
- ( )
-
OVERHEAD CONDUCTORS, INCLUDING
O O 0( o O O
A
CUTOFF, 0-10V DIMMING LED DRIVER, CLEAR TRIM, SEMI -SPECULAR FINISH, GALVANIZED STEEL HOUSING
LTTHONIA
LDN4 40/15 L04AR LSS MVOLT EZ10
RECESSED
120/277
21
1,500
LED
INC. OR EQUAL BY OTHERS.
AND JUNCTION BOX, AND UL LISTED FOR DAMP LOCATONS.
2
LOTS, ETC. REFER TO OUC ELECTRIC SERVICE AND METER INSTALLATION
MAIN=GROUND-
BAR AND BUILDING
RECESSED 4" ROUND LED DO'WNLIGHT WITH 1500 LUMEN OUTPUT, 80 CRI RATING, 4000K CCT, 55 DEGREE
ltlE IEI t!t
``IIff ff
!
p.
FELE.S
STEM GROUND GSR DETAILS
REQUIREMENTS. WEATHERHEAD SHALL 8E A UL 5148 LISTED SERVICE
ENTRANCE CAP TYPE NA517 200G BY 0 Z GEDNEY OR APPROVED
/
- -
AE
CUTOFF, 0-10V DIMMING LED DRIVER, CLEAR TRIM, SEMI-SFECULAR FINISH, GALVANIZED STEEL HOUSING
LTTHONIA
LD N4 40/15 L04AR LSS MVO LT EZ10 ELSD
RECESSED
120/277
21
1,500
LED
8. ALL GROUNDING BUSBARS MUST BE UL AND NRTL LISTING WITH
PRE -DRILLED TWO -HOLE LUGS PER BICSI AND ANSI EIA/TIA-
AND JUNCTION BOX, AND UL LISTED FOR DAMP LOCATONS, AND 640 NOMINAL LUMEN OUTPUT ON BATTERY
lli���!
_
FI W/ COURSE
co
O
EQUALBYOTHERS. WEATHERHEAD SHALL BE WEATHER RESISTANT MADE :
OF HOT DIPPED GALVANIZED MALLEABLE OR DUCTILE IRON WITH A ,
-
A
_
PACK WITH SELF -DIAGNOSTICS.
0
SAND OR PEA
D,
8
8
- PHENOLIC INSULATOR CONTAINING PREDRILLED HOLES FOR THE
WALL MOUNTED GCOSENECK LED LIGHT FIXTURE WITH A 1000 LUMEN OUTPUT AND 7COmA DRIVE CURRENT,
0
LLJ
M
Z
C
FULL CUTOFF OPTICS WITH SOLID LUMINOUS ACRYLIC RINGS AND STRAIGHT HOOD, 3COOK CCT, ALUMINUM
ARCHITECTURAL AREA
UCS-SR-STR-I2LED-WW-DB-FCO-WCV
SURFACE
120/277
32
1,085
LED
LLJ LL.
HOUSING, GASKETED TEMPERED EOROSILICATE OPAL GLASS LENS, DARK BRONZE FINISH, CURVED WALL
LIGHTING
0:�
0
LU
Li
BOO
0
MOUNT ASSEMBLY, UL 1598 LISTED AND UL LISTED FOR WET LOCATIONS
v
q
in
z
CT)
WALL MOUNTED ANGLED LED LIGHT FIXTURE WITH 5400 LUMEN OUTPUT, 70 CRI RATING, 3000K CCT, FJLL
L
0
LL
DE
CUTOFF OPTICS WITH IES TYPE III DISTRIBUTION, DARK BRONZE FINISH WITH MATCHING OPTICAL FINISH,
ARCHITECTURAL AREA
K41 -T3 -FO -5030 -SCP (SCPREMOTE)-SF-DB-WINK
SURFACE
120/277
46
4,048
LED
INTEGRAL MOTION SENSOR AND PHOTOCELL WITH COMMISSIONING TOOL, MAB TENON MOUNT WALL
LIGHTING (RAB)
z
BRACKET (BY RAB LIGHTING), UL 1598 LISTED AND UL LISTED FOR WET LOCATIONS (IP 66 RATED)
CEILING OR WALL MTD EXIT SIGN AND EMERGENCY LED FIXTURE COMBO WITH INTEGRAL MAINTENANCE -
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FREE LEAD -CALCIUM BATTERY PACK AND SELF -DIAGNOSTICS, HIGH OUTPUT LAMPS, AND UL LISTED FOR
DUAL -LITE
HCXURW-03L
SURFACE
120/277
4.5
N/A
LED
DAMP LOCATIONS.
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NOTE: LIGHTING FIXTURE TYPES SHALL BE FURNISHED AS SHOWN ABOVE. THE CATALOG NUMBERS ARE GIVEN AS A GUIDE TO THE DESIGN AND QUALITY OF FIXTURE DESIRED. EQUIVALENT DESIGNS AND EQUAL QUALITY FIXTURES OF OTHER MANUFACTURERS WILL BE
ACCEPTABLE UPON WRITTEN APPROVAL BY THE ENGINEER. APPROVED EQUALS SHALL HAVE THE SAME UL LISTING (OR OTHER LISTING BY A NATIONALLY RECOGNIZED TESTING LABORATORY) AND INSTALLATION RATING, LISTED AND LABELED FOR THE SAME LOCATION (I.E.,
DRY, WET, DAMP, HAZARDOUS AREA, ETC.) AS SHOWN ON THE DRAWINGS.
`- EXOTHERMIC WELD CONNECTION
(TYP, CADWELD OR EQUAL)
6'-0' (MIN) 3/4' X 10' COPPER CLAD GROUND ROD
50'-0* (MAX) (TYP OF 2, MORE AS REQ'D PER NEC)
6 RISER BEY N07ES: ® GENERAL SEE NOES:
GROUNDING SYSTEM ago. 1. PROVIDE A NEW 200A METER SOCKET BASE. INSTALL IN ACCORDANCE 1. HIGHEST AVAILABLE FAULT CURRENT ON THE SECONDARY SIDE OF THE
(�iNj WITH POWER COMPANY. REFER TO FPL COMMERCIAL INSTALLATION (200A TRANSFORMER FROM THE POWER COMPANY IS XX,XXXA, DATED
RISER DIAGRAM OR LESS) DETAILS AND REQUIREMENTS. PROVIDE LEVER BYPASS AS XX/XX/2017. CONTRACTOR SHALL COORDINATE WITH THE POWER
REQUIRED BY POWER COMPANY. EXTEND #4 SOLID COPPER GROUND TO COMPANY FOR ANY CHANGES IN AVAILABLE FAULT CURRENT AND ADJUST
SCALE: NONE GROUNDING ELECTRODE SYSTEM ACCESS POINT (GROUND ROD TEST THE AMPERE INTERRUPTING RATING (AIC) OF THE SERVICE ENTRANCE
WELL) EQUIPMENT AS REQUIRED TO MEET OR EXCEED THE AVAILABLE FAULT
c ^ CURRENT, AT NO ADDITIONAL COST TO THE OWNER. PANELBOARD SCCR
TOP OF BUILDING ROOF 2. PROVIDE A NEW 240V, 200A, 2P, SERVICE ENTRANCE RATED, HEAVY AND AIC RATING BASED ON OVERHEAD CONDUCTOR DISTANCE FROM POLE
6 DUTY, FUSED DISCONNECT WITH GROUND BAR IN A NEMA 3R MOUNTED TRANSFORMER(S) TO PANEL L BEING 50'-0- OR MORE.
ENCLOSUTHE DUAL
DETAIL NOTES. v ELEMENT, RTIME DELAY D CURRENT LIME. FUSES SHALL BE 200A, ITING TYPE. S RK5 FPROVIDE A
RED STANDOFF INSULATOR, PERMANENT ENGRAVED NAMEPLATE LABEL "MAIN DISCONNECT".
POLYESTER/FIBERGLASS. 1. COMPONENTS SHOWN ARE NOT NECESSARILY INSTALLED UNDER
THE SCOPE OF THIS PROJECT. SOME OF THE COMPONENTS INSIDE BUILDING 3. PROVIDE GRS CONDUIT WITH MEG BUSHING.
MIN. SHOWN ARE EXISTING. NEW ELECTRICAL AND GROUNDING 3" HIGH LETTERS TO PANEL L
CONDUIT AND WIRE: a
50mm 10mm (3/8") STAINLESS EQUIPMENT SPECIFIED UNDER THE SCOPE OF THIS PROJECT CAST IN COVER t 4. PROVIDE GROUND ROD TEST WELL AS AN ACCESSIBLE LOCATION FOR
(2' STEEL MOUNTING BOLT SHALL CONNECT TO NEW AND EXISTING EQUIPMENT AS SHOWNGROUNDING ELECTRODE SYSTEM BONDING. LOCATE GROUND ROD TEST 1. PROVIDE 3#3/0 IN 2"C (GRS).
STAINLESS STEEL MOUNTING BY THIS SCHEMATIC DETAIL. WELL A MINIMUM OF 2'-0' AWAY FROM EXTERIOR WALL AND 2'-0
STAINLESS STEEL WALL 50mm 2. REFER TO PLANS AND RISER DIAGRAMS FOR ADDITIONAL DETAILS BRACKET WITH 25mm (1'� OFFSET O 3 2 FROM ANY NEC REQUIRED WORKING CLEARANCE SPACE IN FRONT OF 2. PROVIDE 3#3/0 do 1#4 GND IN 2"C (GRS).
�
ANCHOR SUITABLE FOR LMITI Q AND REQUIREMENTS. RECESSED HOLD t ELECTRICAL EQUIPMENT. ALL DRIVEN GROUND RODS, INCLUDING THE
WALL CONSTRUCTION (2' ONE IN THE GROUND ROD TEST WELL, SHALL BE INSTALLED AT LEAST 3. PROVIDE 3#3/0 & 1#6 GND IN 2-C (GRS).
» (1 /1 \ DOWN (TYP.)
(TYP) 3. ADDITIONAL GROUND CONNECTIONS SHALL BE PROVIDED BY THE GROUND 3 6'-0" FROM EACH OTHER, AND SHALL PREFERABLY 8E INSTALLED
TELECOMMUNICATIONS EQUIPMENT INSTALLER. COORDINATE WITH 20 0» FROM EACH OTHER, AS SITE CONDITIONS ALLOW. 4. PROVIDE 1#4 BARE CU GND IN 3/4-C (PVC) BONDING JUMPER.
TEST WELL_
` 19A,
! It THE TENANT'S R REPRESENTATIVE AND THE LOW VOLTAGE LIFTING HOLE 200A 1 P 2
5. PROVIDE A TYPE 1 SURGE PROTECTIVE DEVICE 120 24OV 10 4W+G 5. PROVIDE 1 4 BARE CU GROUNDING ELECTRODE CONDUCTOR IN 3/4-C
S L�OJ � SYSTEM DESIGNER FOR ADDITIONAL DETAILS AND REQUIREMENTS. FUSED / � r �
- EXTERNALLY MOUNTED ON THE MAIN DISCONNECT OR PANEL. SPD PVC TO GROUND RODS.
SERVICE (PVC)
O
4. REFER TO GROUNDING AND BONDING DIAGRAM FOR ADDITIONAL ONAL O ENTRANCE SHALL BE UL 1449, 4TH EDITION LISTED, CATEGORYy
CODE VZCA (MODEL
DETAILS AND REQUIREMENTS. CAST IRON COVER RATED SPDEE BY -APT OR APPROVED EQUAL 8Y OTHERS)..SPD SHALL BE
- NEMA 3R
INSTALLED SO THAT THEWIRE LENGTH FROM THE P INT T
GROUND CONNECTION FOR EQUIPMENT.. 3
E0 0
5. ALL WALL ANCHORS MOUNTING HARDWARE BOLTS WASHERS
. r . THE SPD IS LIMITED TO 6 INCHES.
COMPRESSION LUG BOLTS WIRE etc. - _
SPD
ETC. S STAIN STEEL
- - ^
BY EQUIPMENT INSTALLER.
HALL 8E LESS L.
19 3/4-
6. FOR SERVICE RISER, CONTRACTOR SHA LL PROVIDE 2 (GRS) CONDUIT
6. SUITE 0R TENANT LEVEL TELECOMMUNICATIONS ROOMS OR
- FROM NON-FUSED DISCONNECT UP TO WEATHERHEAD.RVI RISER
TELEPHONE MI BACKBOARDS SERVICE SE
.. TELE E TER NAL -BAC 80 DS SHALL -HAVE. TELECOM _
SHALL WITHSTAND 200 LBS OF CONTINUOUS PULL. PROVIDE SUFFICIENT
FID
UFFI I NT0 GROUNDING BUSBAR TGS CPI PN 13622 012 AS 58 PRE -CAST POLYMER GND 5 NUMBER OF PIPESTRAPS TO SECURE CONDUIT TO WALL, AS REQUIRED
MANUFACTURED BY CHATSWORTH PRODUCTS, INC.,ORE UAL BY CONCRETE BOX E500 BY NEC, LOCAL CODES, POWERCOMPANY AND PULLING REQUIREMENTS
O O O OO O O O O OO O O OTHERS. QUAZITE TYPE PG BY _ FINISHED MINIMUM OF 2 PIPE STRAPS). MAXIMUM ALLOWABLE CONDUIT HEIGHT
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O O O O O 0 O O O O O O
7 FLOOR OR BU ILDING EVE L TELE COMMUNCATIONS RD OM 0R
Dir Lwi I
. HUBBELL OR EQUAL 4 GRADE F IS 4_
0AND MINIMUM MUM H I HT FROM SAGGING OVERHEAD _
-
O
E TERMINAL BACKBOARDS/CABINETS SHALL HAVE ,
MECHANICAL
CONNECTION
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.
7
..WITH
OF 10mm HOLES. _ `.
OOFIS L -
CONDUCTORS ABOVE .THE R5w.
MAINTAIN ALL NEC, LOCALTELEPH
CODE AND POWER COMPANY .REQUIREMENTS FOR CLEARANCES BELOW
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TELECOM MAIN GROUNDING BUS BAR(Ti-CPI PN
.
WEATHERHEAD - '-
AND OUT A MINIMUM OF 6 0 FROM THE WEATHERHEAD.
%
_
ELEVATION
_ -
COMPACTED
GRAVEL BASE
-. i
- ( )
-
OVERHEAD CONDUCTORS, INCLUDING
O O 0( o O O
40153-020 AS MANUFACTURED BY CHATSWORTH PRODUCTS, "
GROUNDING ELECTRODE
ROADWAYS SIDEWALKS PARKING]
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ee 00 O 0 O 0 O 00 O O
INC. OR EQUAL BY OTHERS.
7. CONNECT T ALL EXISTING METALLIC WATER '
0 E S ET CUC ER PIPES WITHIN 5FT OF ENTRY...
2
LOTS, ETC. REFER TO OUC ELECTRIC SERVICE AND METER INSTALLATION
MAIN=GROUND-
BAR AND BUILDING
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FELE.S
STEM GROUND GSR DETAILS
REQUIREMENTS. WEATHERHEAD SHALL 8E A UL 5148 LISTED SERVICE
ENTRANCE CAP TYPE NA517 200G BY 0 Z GEDNEY OR APPROVED
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WORK), AND ANY OTHER AVAILABLE EXISTING GROUNDING ELECTRODES.
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- .
E500 SCALE. NONE
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8. ALL GROUNDING BUSBARS MUST BE UL AND NRTL LISTING WITH
PRE -DRILLED TWO -HOLE LUGS PER BICSI AND ANSI EIA/TIA-
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FI W/ COURSE
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EQUALBYOTHERS. WEATHERHEAD SHALL BE WEATHER RESISTANT MADE :
OF HOT DIPPED GALVANIZED MALLEABLE OR DUCTILE IRON WITH A ,
-
A
_
D
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SAND OR PEA
D,
8
8
- PHENOLIC INSULATOR CONTAINING PREDRILLED HOLES FOR THE
_
Smm Omm x 600m 1 4 x 2 x 4 COPPER GROUND BUS (
7 ETS OF m / - - - -
2 S 5 m (TOLES AND 3 �ETS
GRAVEL (OPEN -
BOTTOM )_
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M25001097
CONDUCTORS. CONTRACTOR SHALL INSTALL THE SERVICE ENTRANCE
CONDUCTORS FROM THENON-FU I '
SED DISCONNECT, CT UP THE
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OF 10mm HOLES. _ `.
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3 4 X 10
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COPPER CLAD GROUND ROD
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MORE AS E Q. PER EC
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WEATHERHEAD - '-
AND OUT A MINIMUM OF 6 0 FROM THE WEATHERHEAD.
FRONT
_
ELEVATION
_ -
COMPACTED
GRAVEL BASE
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.----�, FPL--SI-IAtt TERMINATE- THE SERVICE CONDUCTORS OF THE _
WEATHERHEAD.
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GROUNDING ELECTRODE
3 4, X 10 -COP
CONDUCTOR TYP TY AS PER
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7. CONNECT T ALL EXISTING METALLIC WATER '
0 E S ET CUC ER PIPES WITHIN 5FT OF ENTRY...
REQUIRED) CLAD GROUND ROD
INTO BUILDING EXISTING BUILDING STEEL, 20 CONTINUOUS REBAR IN
MAIN=GROUND-
BAR AND BUILDING
GROUND ROD
-
SERVICE ENTRANCE
BUILDING FOOTING TI - IRED TO COLUMN ANCHOR BOLTS NEAREST
SERVICE MAIN ONLY IF REBAR IS EXPOSED DUE T0 REHABILITATION `
FELE.S
STEM GROUND GSR DETAILS
GND BEST WELL DETAIL
RISER
DI�GR�M-
WORK), AND ANY OTHER AVAILABLE EXISTING GROUNDING ELECTRODES.
S NN
SCALE. NONE
- .
E500 SCALE. NONE
:
SCALE. NONE
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8. CADWELD OR OTHER APPROVED EXOTHERMIC WELD CONNECTION BY
OTHERS IS REQUIRED FOR ALL BELOW GRADE GROUNDING CONNECTIONS.
M
9. - PROVIDEI 3
4 CU N 3/4-C TO TELEPHONE INTERNET .TERMINAL CABINET.
ARCHITECTURE
135 Test Central Blvd., Suite 340
Orlando, Florida 32801
TEL 407.353.5135
M25001097
®Copyright 2017
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06/15/2018 •�
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Drawing Number.
E500
Of Sheets
Job Number,-
A/E Job Number.
18018