HomeMy WebLinkAbout2684 Orlando DrLIST OF ABBREVIATIONS SYMBOL LEGEND INDEX OF DRAWINGS
AB ANCHOR BOLT REVIEW COMMENTS -
05 2018
ABV ABOVE DETAIL NUMBER
AFF ABOVE FINISHED FLOOR
ADJ. ADJACENT TS TITLE SHEET
A/C AIR CONDITIONING
ALUM ALUMINUM x DRAWING TITLE
BRG BEARING x scALE: DRAwINGSCALS
BLK BLOCK ARCHITECTURAL
BOTT BOTTOM SHEET NUMBER
BLDG BUILDING ROOM (LOCATION OF DETAIL) D001 DEMO/ EXISTING INFO PLAN
CPT CARPET NAME ROOM NUMBER
A001 LIFE SAFETY PLAN , -
CLG CEILING00
CCT DR R ' CIRCLE IC TILE XXX ORLANDO
A101 FLOOR PLAN
A201 REFLECTED CEILING
CLR -CLEAR, CLEARANCE r
COL COLUMNELEVATION NUMBER QA901 UL DETAILS AND HANDI TOILETS
CONC CONCRETE -- ----- _ � •.�-
CMU CONCRETE MASONRY UNIT X
CONST CONSTRUCTION ELECTRICAL
CONT CONTINUE, CONTINUOUS SHEET NUMBER - v!
CONTR CONTRACT, CONTRACTOR LOCATION OF ELEVATION
CJ CONTROL JOINT ( )CUY OF &kNFOP09 E101 LIGHTING PLAN
00
J cn..
X r)
V
DH DOUBLE .HUNG � ELEVATION NUMBER (TYPICAL)
DTL DETAIL PLUMBING
DIAG DIAGONAL X X X N
DIA DIAMETER
P101 PLUMBING PLAN � � ,-.:.� .O�LLI J
DIM DIMENSION X SHEET NUMBER owkom 1 0.N.. LL lfi
DN DOWN - (LOCATION OF ELEVATIONS . ..
DS DOWNSPOUT ) l>� _
DWG DRAWING 2670 S ORLNADO DR, LLC
' DW DISHWASHER SECTION NUMBER MECHANICAL
Z NujUj ,
X
EA EACH 2000 N ORANGE .AVE M1o1 HVAC. PLAN _ �-
mW*,. co
X M
EW EACH WAY .N
ELEC ELECTRIC, (AL) SHEET NUMBER O O, F 32W4 L �: t0.2
EWC ELECTRIC WATER COOLER (LOCATION OF SECTION)
r
( ) J (� �` N (0
Z Moo
EQ ELEVATION VERTICAL HEIGHT
EXH EXHAUST {�
EJ EXPANSION JOINT �� ELEVATION ABOVE REFERENCE ui
-
EXT - EXTERIOROIL " '- ELEVATION ..
_ 0 0 ELEV TON
X X
FA FIRE ALARM XX V W • �J � a LL
ITEM BEING REFERENCED RAY C PARSONS ARCHITECT, LLC
FE FIRE EXTINGUISHER co-
FIXT FIXTURE (I.E., T/0 STEEL)
BROADWAY AVE =
FLR FLOOR, (ING) KISSIMMEE, FL. 34741
FD FLOOR DRAIN PHONE: 407.847.4706
FLUOR FLUORESCENT. DOOR NUMBER
FTG FOOTING <> ARCHITECT REG. #AR0011624 a .
FND FOUNDATION
FR FRAME, (D, ING) 04
WINDOW OR GLAZED . - 0 ,
FUR FURRED, NG > PRESSURE NUMBER
FT FOOT <>
c
GA GAGE, GAUGE
GALV GALVANIZED WALL TYPE NUMBER
GL GLASS, GLAZING <>
GB GRAB BAR <> w
GYP. BD. GYPSUM WALLBOARD
HDR HEADER .. • :b`-
HVAC HEATING/VENTILATING/AIR CONDITIONING REVISION NUMBER o
HT HEIGHT APPLICABLE CODES JURISDICTION APPROVALS
HC HOLLOW CORE
HORIZ HORIZONTAL AREA BEING REVISED m
1. FLORIDA BUILDING CODE, BUILDING VOLUME, 6TH EDITION 2017 a m
HB HOSE BIBS _ 6TH EDITION 2017 U� . 0 ro
HM HOLLOW METAL
2. FLORIDA FIRE PREVENTION CODE, .cia
�
3. FLORIDA BUILDING CODE, PLUMBING VOLUME, 6TH EDITION 2017 c
INCL INCLUDE, (ED), (ING) 4. FLORIDA BUILDING CODE, MECHANICAL VOLUME, 6TH EDITION 2017 ~ o
ID INSIDE DIAMETER 5. FLORIDA BUILDING CODE, FUEL GAS VOLUME, 6TH EDITION 2017
�_
INSUL .INSULATE, (ED), (ING) 6. NFPA 70, NATIONAL ELECTRIC .CODE, 2014 Milk�
INT INTERIOR w
IN INCH ' _.
7. FLORIDA BUILDING CODE, ACCESSIBILITY CODE, 6TH EDITION 2017 a
JT JOINT
LAV LAVATORY
LT LIGHT $
LW LIGHTWEIGHT �° o
LTL LINTEL BUILDING CODE REQUIREMENTS BUILDING CODE REQUIREMENTS BUILDING CODE REQUIREMENTS
LLV LONG LEG VERTICAL a
MAX MAXIMUM
MET METAL GENERAL NOTES BUILDING OCCUPANCY (CH. 3) FIRE RESISTANCE RATINGS (CHS. 6, 7) EXISTING INTERIOR FINISHES (CH. 8) - C:
MW MICROWAVE GROUP B PROFESSIONAL OFFICE 1. INTERIOR BEARING WALLS OHR MINIMUM REQUIRED CLASSIFICATION
MIN MINIMUM 2. INTERIOR NON BEARING PARTITIONS 0 EXITS - B p ,
MISC MISCELLANEOUS SPECIAL OCCUPANCY CH. 4 3. COLUMNS OHR EXIT ACCESS B
MO MASONRY OPENING 1. THE CONTRACTOR SHALL BE FAMILIAR WITH ( ) - w
NOT APPLICABLE
PROVISIONS OF ALL APPLICABLE CODES AND 4. BEAMS, GIDERS, TRUSSES, AND ARCHES OTHER SPACES C
N/A NOT APPLICABLE SHALL INSURE THE COMPLIANCE OF THE WORK SUPPORTING ONE ROOF ONLY OHR
NOM NOMINAL WITH ALL LOCAL, STATE, AND FEDEREAL CODES. BUILDING LIMITATIONS (CH. 5) EXISTING 5. ROOF/ CEILING CONSTRUCTION OHR FIRE PROTECTION SYSTEMS (CH. 9) '
NIC NOT IN CONTRACT CONSTRUCTION TYPE -TYPE IIB SPRINKLER 6. EXTERIOR BEARING WALLS
NTS NOT TO SCALE IN THE EVENT OF CONFLICT BETWEEN LOCAL, FIRE PROTECTION SYSTEMS (CH. 9)
NO NUMBER STATE, AND FEDERAL CODES, THE MORE HORIZONTAL SEPARATION: FIRE SYSTEM IS PART OF THIS PROJECT. THE SYSTEM IS ...�•••••••••..•; %,, C+
STRINGENT SHALL GOVERN. ALLOWABLE HEIGHT (FEET) - 55' EXISTING WILL BE BE DESIGN BY LICENSE ENGINEER AND PERMITTED _ P :.• ARLES p••
OC ON CENTER, S) ACTUAL HEIGHT (FEET) - 18' OFT TO 3FT 2 (0%) BY LICENSED FIRE SUPPRESSION COMPANY FOR APPROVAL. ' �' : • y 2
•
OFCI-
OWNER FURNISHED, CONTRACTOR INSTALLED 2. THESE DOCUMENTS DO NOT INCLUDE THE ALLOWABLE HEIGHT (STORIES) 2 OVER 3FT TO 10FT 1 (10%) = •` ( N ' -
OPG OPENING NECESSARY COMPONENTS FOR CONSTRUCTION FIRE ALARM = * ��• �k
OD OUTSIDE DIAMETER ACTUAL HEIGHT (STORIES) ; - 1 OVER 10FT TO 20FT 1 (20%)
OD OVERALL SAFETY. SAFETY, CARE OF ADJACENT PROPERTIES ALLOWABLE TABULAR AREA OVER 20FT TO 3OFT 1 40% THIS BUILDING IS CURRENTLY MONITORED. A LICENSED a
DURING CONSTRUCTION COMPLIANCE WITH STATE ( ) ALARM COMPANY WILL DESIGN AND SUBMITTED SEPARATE DRAWINGS 1
OH OVERHEAD FT. PER FLOOR) - SECTION 507 UNLIMITED OVER 30FT 1 (NL) = �. - :•
OPP OPPOSITE AND FEDERAL REGULATIONS REGARDING SAFETY,
7. EXTERIOR NON BEARING WALLS FOR APPROVAL.
I
ULDING SQ FT 14,500 SQ. FT. HORIZONTAL SEPARATION. ,
AND COMPLIANCE WITH REQUIREMENTS SPECIFIED ACTUAL B S o
PTN PARTITION IN THE OWNER/CONTRACTOR AGREEMENT SHALL BE INTERIOR IMPROVEMENT
S 5,096 SQ. FT.
PLWD PLYWOOD 'unniu dmnuao -
THE RESPONSIBILITY OF THE CONTRACTOR. -
PT PRESSURE TREATED MEANS OF EGRESS
OFT TO 3FT 2 (0%) - r_
s -
PSF POUNDS -PER SQUARE FOOT OVER 3FT TO 1OFT 110%)
3. CONTRACTOR SHALL SUPERVISE AND DIRECT THE ( OCCUPANT PER TENANT
PSI POUNDS PER SQUARE INCH OVER 10FT TO 20FT 1
PREFAB PREFABRICATE, (ED) WORK AT ALL TIMES, AND SHALL BE SOLELY (20%) OFFICE 5,096 SQ FT/ 100 GROSS = 51 PEOPLE -
PFN PREFINISHED RESPONSIBLE FOR ALL CONSTRUCTION MEANS, OVER 20FT TO 30FT NC (40%) TOTAL 51 PEOPLE 3
e-
METHODS, AND TECHNIQUES, SAFETY PROCEDURES, OVER 30FT NC (NL) --
QT QUARRY TILECO-ORDINATINGQ _
AND FOR ALL PORTIONS OF THE 8. FIRE RATING SEPARATIONS _
- WORK. - - _ �-
RAD, RADIUS MIN. NUMBER OF EXITS 2 W W Z —
FLOOR SEPARATIONS - MAX. TRAVEL DISTANCE TO EXIT - 200 FEET � ,
REC - .. RECESS ((ED)) � (�
REF REFRIGERATOR 4. DO NOT SCALE THE DRAWINGS. USE WRITTEN TENANT SEPARATIONS N MAX. DEAD END CORRIDOR LENGTH 20 FEET -- —
_ .O
REI_{F REINFORCE, (ED), (ING) - DIMENSIONS FOR ALL MEASUREMENTS. ALL GARAGE SEPARATIONS 'EGRESS WIDTH PER PERSON LL
REQ D REQUIRED DIMENSIONS ARE TO FACE OF STUD OR FACE OF SHAFT WALL -
RA RETURN I - LEVEL - 0.2 IN. � �.'Q LL
CMU, UNLESS NOTED OTHERWISE. IN THE EVENT STAIR AND ELEVATOR STAIRS - 0.3 IN. -
REV REVISE, t S17, REVISE, (ED) THAT A DIMENSION IS MISSING, OR THERE IS - O ".,
R RISER MIN. CORRIDOR WIDTH 44 IN. l7
J
R/S ROD AND SHELF CONFLICT BETWEEN DIMENSIONS, THE CONTRACTOR MIN. CLEAR OPENING OF EXIT DOORS - 32 IN. : Q -0 D
RD ROOF DRAIN SHALL OBTAIN WRITTEN DIRECTION FROM THE Q
RO ROUGH OPENING ARCHITECT BEFORE PROCEEDING WITH THAT Z W
PORTION OF THE WORK.
....I 0
SCH SCHEDULE
SECT SECTION
5. CONTRACTOR SHALLL VERIFY THE R VALUE OF - to Z
SHT SHEET INSULATION ® UNDERSIDE OF ROOF DECK.
SH SINGLE HUNG PROVIDE ADDTIONAL INSULATION AT THIS LOCATION
ScSim SIMILAR
SOLID CORE
AS REQUIRED TO PROVIDE MIN. R-19 VALUE
SPK SPEAKER
SPEC SPECIFICATION
SQ SQUARE
STD STANDARD _
ST STEEL
-� -
STO. STORAGE.. r- _
-, ,=- .
STR STRUCTURAL - �:, U .
SYS SYSTEM
<
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ISSUED FOR
PERMIT
TEC TELEPHONE
TV TELEVISION
ISSUED FOR
VERT VERTICAL
THK THICK, (NESS)
-
_
T&G TONGUE AND -GROOVE
TYP TYPICAL
VTR VENT THROUGH ROOF
T/0 TOP OF
`
LUNO UNLESS NOTED OTHERWISE
ISSUED FOR
PERMIT
DRAWN-
JDW
CHECKED
CHP.
DATE
lb/27/2oi8
-
AS SHOWN
JOB NO.
N/A
SHEET
VB VAPOR BARRIER
ISSUED FOR
VERT VERTICAL
VCT - VINYL COMPOSITION TILE
CONSTRUCTION
VTR VENT THROUGH ROOF
`
WH WATER HEATER
WC., . WATER CLOSET
;WP i WATERPROOFING
WR WATER RESISTANT -
WWF WELDED WIRE FABRIC
WIN WINDOW
W/ WITH
W6 0 WITHOUT
-
W WOOD
DRAWN-
JDW
CHECKED
CHP.
DATE
lb/27/2oi8
-
AS SHOWN
JOB NO.
N/A
SHEET
BY
REVIEW COMMENTS
02/05/2018
EXISTING DIFFUSER TO
REMAIN (TYP). TEMPORALLY
SUPPORT FOR RELOCATION.
SAFE OFF OUTLETS ABOVE CEILINGEX EX !
& RELOCATION TO EXISTING'FH
CIRCUITS NEW LAYOUT E102.
36X36X18 �I 1 I IF 11 •FH Ir 11
E SUPPLY �I II I I II II II II
• ,m ^q II II I II II II II
• I I I EX I I I I I I I I EX
FIRE SPRINKLER HEAD (TYP). EX
LX—JI I LX J LX J
RELOCATE PER SUBMITTED �\
APPROVED DRAWINGS BY FIRE EX Ex II
SUPPRESSION CONTRACTOR —_ — II \\ D, ( E)a I E�
UNDER THIS PERMIT _ - —
EX - L-- --��— --- ---� ---
- —---------------
SALVAGE EXISTING DUCT SYSTEM • FH EX - IT
AND RELOCATE AS PER M101 IF i+-'� �t- ERI E
THIS SET OF DRAWINGS. _ / EX L
E;+
EXISTING 2X4 LIGHT FIXTURE ; EX
TO REMAIN (TYP). TEMPORALLY . FH -
SUPPORT FOR RELOCATE PER
NEW LAYOUT E101. Ips EX
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: wEX (DEMOLITIONNOTES.
[LIE,
• FH
1. FIELD VERIFY ALL EXISTING EQUIPMENT TO REMAIN IN SERVICE � � —
EX
i EX r—�
THAT IS SERVED BY SYSTEMS TO BE DEMOLISHED. REMOVE AD 1 I �_ — �. - __. j _ F'
• — � I I
RELOCATE SERVICES AS NEEDED. _ - EX. EX
�1 !,
EX ; }
2. DEMO EXISTING WALLS AS REQUIRED PER NEW CONSTRUCTION <:---
JI I I EX I I
FH
AS DIRECTED AND NOTED ON DRAWINGS. AVOID DISRUPTION OF <,`� I I FH
_-
SERVICES DURING BUSINESS HOURS. ALL SYSTEMS SHUT DOWNS >= f EX i I 1: Exp
X EXIST SE. LY 10X6 EXIST PPLY .
�: FH i i
& DISRUPTION OF SERVICES SHALL BE SCHEDULED AFTER �- ::, ._ LX_ J EX
NORMAL HOURS OR AS OTHERWISE APPROVED BY TENANT OR I I ___.__—� EX r
OWNER. L - - - - J - -- ( I f
EX I I EX
3. REMOVE ALL NOT USED ELECTRICAL &HVAC DUCT WORK. (( _
EX , I f �.. EX ,
4. CAPE ABANDONED SEWER PIPING BELOW FINISH FLOOR. PATCHEx-
EX
& REPAIR SLAB AS REQUIRED. �
5. IF APPLICABLE, CONTACT ORANGE COUNTY ENVIRONMENTAL LX J LX J LE J
•�
O EX, L_J L_J L_J
-- PROTECTION DIVISION AT 407.836.1400 FOR DEMOLITION AND
;EX
i
ASBESTOS REMOVAL NOTIFICATION REQUIREMENTS PRIOR TO -- --
µ START OF DEMOLITION OR RENOVATION WORK.
EX _
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10/27/2018
SCALE
• AS SHOWN•
JOB NO.
N/A.
SHEET
• a
.,D 0.
3
1
THE SPACE IS EXISTING AND LESS THAN 50 HEAD WILL BE PART OF 1
1 1
THIS PROJECT AND WILL COMPLY WITH FS 633.521 FBC 105.3.1.2 1
_. 29'—On 13'-0" 20'—Om1
THE SPACE HAS AN EXISTING FIRE ALARM MONITOR SYSTEM AND THE �ll
MODIFICATION WILL BE LASS THAN $5,000 AND WILL COMPLY WITH FBC
105.3.1.2
LIFE S Y
� AFTE .PLAN
A001
SCALE: 1/4" _ V-0".
BY
1
1
1
--------------
CONFERENCE 1
1
1
1
1
1
1
1
1
1
BUILDING CODE REQUIREMENTS
1
1
1
1
1
OFFICE
1
1
BUILDING OCCUPANCY (CH. 3)
1
GROUP B - PROFESSIONAL OFFICE
_
1
SPECIAL OCCUPANCY (CH. 4)
1
_ - NOT APPLICABLE
1
OFFICE
BUILDING LIMITATIONS (CH. 5) EXISTING
1
BREAK
CONSTRUCTION TYPE — TYPE IIB SPRINKLER
1
_
ALLOWABLE HEIGHT (FEET) 55
1
ACTUAL HEIGHT (FEET) - 18
APPLICABLE
CODES
1
ALLOWABLE HEIGHT (STORIES) - 2
OFFICE
oI 1
ACTUAL HEIGHT (STORIES) - 1
1. FLORIDA
BUILDING CODE, BUILDING VOLUME, 6TH EDITION 2017
i\ 1
N
ALLOWABLE TABULAR AREA
2. FLORIDA
FIRE PREVENTION CODE, 6TH EDITION 2017
1
FT. PER FLOOR) -SECTION 507 UNLIMITED
3. FLOR DA
4. FLORIDA
BUILDING CODE, PLUMBING VOLUME, 6TH EDITION 2017-
BUILDING CODE, MECHANICAL VOLUME, 6TH EDITION 2017
1
1
1
D
ACTUAL BUILDING SQ FT - 12,500 SQ. FT.
5. FLORIDA
BUILDING CODE FUEL GAS VOLUME, 1 6TH EDITION 2017
INTERIOR IMPROVEMENTS 5,096 SQ. FT.
6. NFPA 70,
NATIONAL ELECTRIC CODE, 2014
---
7. FLORIDA
BUILDING CODE, ACCESSIBILITY CODE, 6TH EDITION 2017
FIRE RESISTANCE RATINGS (CHS. 6, 7) EXISTING
-i
1. INTERIOR BEARING WALLS 1 HR
OFFICE
1
OFFICE
I MENS 1
�\
�
/
\
2. INTERIOR NON BEARING PARTITIONS 0
1
I
3. COLUMNS 1 HR
4. BEAMS, GIDERS, TRUSSES, AND ARCHES
1
SUPPORTING ONE ROOF ONLY 1 HR
1
I
�
5. ROOF/ CEILING CONSTRUCTION 1 HR
6. EXTERIOR BEARING WALLS
HORIZONTAL SEPARATION:
1
L/j\
OFT TO 3FT 2 (0%)
CLOSET
1
\
�.
OVER 3FT TO 1 OFT 1 (10%)
OVER 1 OFT TO 20FT 1 (20%)
OVER 20FT TO 30FT 1 40%
1
OVER 30FT 1 (NL)
7. EXTERIOR NON BEARING WALLS
OFFICE
OFFICE
HORIZONTAL SEPARATION:
1
OFT TO 3FT 2 (0%)
-
�����������������
18'-0" 1
18'-0"
18'-0"
.�7mm����f��������
- OVER 3FT TO 1OFT 1 (10%)
1
1
OVER 1OFT TO 20FT 1 (20%)
- OVER 20FT TO 30FT NC (40%)NL
o 1
1
1
_ OVER 30FT NC ( )
- 8. FIRE RATING SEPARATIONS
FLOOR SEPARATIONS 1 HR
1
1
1
TENANT SEPARATIONS 1 HR
1
OFFICE
1
1
GARAGE SEPARATIONS 1 HR
10'-0"
'
OFFICE
1
SHAFT WALL 2HR
�.������������■�
1
STAIR AND ELEVATOR 2HR
1
1
.-
1
1
INTERIOR FINISHES (CH. 8) -
1
1
MINIMUM REQUIRED CLASSIFICATION
1
EXITS - BEli
1
-
1
RECEPT
i
EXIT ACCESS - B
1
OTHER SPACES - C
_1
� \
1
1
1
•
1
FIRE PROTECTION SYSTEMS9. CH
( )
I
\
FIRE PROTECTION SYSTEMS (CH. 9)a
I
I
OFFICE
OFFICE ,
1
FIRE SYSTEM IS PART OF THIS PROJECT. THE SYSTEM IS
1
1
1
EXISTING WILL BE BE DESIGN BY LICENSE ENGINEER AND PERMITTED
!. BY LICENSED FIRE SUPPRESSION COMPANY FOR APPROVAL.
1
-- — MIENS
1
1
1
= FIRE ALARM
1
= 1
1
THIS BUILDING IS CURRENTLY MONITORED. A LICENSED
ON
OI
I
j
OFFICE
ALARM COMPANY WILL DESIGN AND SUBMITTED SEPARATE DRAWINGS10
I
,n 1
--�-
ao 1
1
FOR APPROVAL.
1
1
1
_
1
1
1
MEANS OF EGRESS
OFFICE
OFFICE
o 1
OCCUPANT PER TENANT
1
1
1
OFFICE 5,096 SQ FT/ .100 GROSS = 51 PEOPLE
1
1
1
TOTAL 51 PEOPLE
WAITING
1
1_
c
1
1
. MIN. NUMBER OF EXITS — 2
1
1
1
MAX. TRAVEL DISTANCE TO EXIT — 200 FEET
1
1
MAX. DEAD END CORRIDOR LENGTH - 20 FEET
1
1
1
EGRESS WIDTH PER PERSON
LEVEL - 0.2 IN.
1
STAIRS - 0.3 IN.
1
1
1
MIN. CORRIDOR WIDTH - ' 44 IN.
1
1
1
MIN. CLEAR OPENING OF EXIT DOORS — 32 IN.
1 .OFFICE
OFFICE
1
OFFICE
1
1
1
THE SPACE IS EXISTING AND LESS THAN 50 HEAD WILL BE PART OF 1
1 1
THIS PROJECT AND WILL COMPLY WITH FS 633.521 FBC 105.3.1.2 1
_. 29'—On 13'-0" 20'—Om1
THE SPACE HAS AN EXISTING FIRE ALARM MONITOR SYSTEM AND THE �ll
MODIFICATION WILL BE LASS THAN $5,000 AND WILL COMPLY WITH FBC
105.3.1.2
LIFE S Y
� AFTE .PLAN
A001
SCALE: 1/4" _ V-0".
BY
1
1
1
--------------
CONFERENCE 1
1
1
1
1
1
1
1
1
1
1
1
1
1
THE SPACE IS EXISTING AND LESS THAN 50 HEAD WILL BE PART OF 1
1 1
THIS PROJECT AND WILL COMPLY WITH FS 633.521 FBC 105.3.1.2 1
_. 29'—On 13'-0" 20'—Om1
THE SPACE HAS AN EXISTING FIRE ALARM MONITOR SYSTEM AND THE �ll
MODIFICATION WILL BE LASS THAN $5,000 AND WILL COMPLY WITH FBC
105.3.1.2
LIFE S Y
� AFTE .PLAN
A001
SCALE: 1/4" _ V-0".
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DATE '
10/27/2018'
' SgALE ,
- AS SHOWN '
JOB NO.
N/A
SHEET '
BY
REMEN1 COMMENTS
02/05 018
--------------
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O 0> .
J.O_ p
Z Q Z
Z. W 0
O LL
W'
a z
O.w p Q
U to �
11w
LL
000 0 0.
N CL Z
DRAWN
JDW
CHECKED '
CHP . ,
DATE '
10/27/2018'
' SgALE ,
- AS SHOWN '
JOB NO.
N/A
SHEET '
ROOM FINISH SCHEDULE
DOOR NO.
DOOR SIZETHK
TYPE
FRAME
HARDWARE
FIRE RT
E1
3-0 X 7-019
„
1 3 4
A
HM
N/A
1
39 —0" X 69-812
�. 1 3/4
A
HM
BT,KL,ST
LL
2
3'-0" X 6'-8"
1 3 4"
A
HM
BT,PL,ST
:Z. Q z
3
3'-099 X 69-899
1 3 4"
A
HM
SLIDER
4
3'-0" X 6'-8"
1 3/4 "
A
HM
BT,CL,PL,ST
5
2'-8" X 6'-8"
1 3/4 of
A
—
BI FOLD
V)
li
W
't OO
00 F—
0�,
RECEPT
CO Z
–
OE1
�
I /
0�_
ROVIDE DIAGONAL BRACING
1
a
OFFICE 1
1
OFFICE
R EVERY WALL 12LF MAX
I I
-
SPAN. TIE TO EXISTING.
J1
�
=R
ST UCTURE (TYP)
.
TRACK CONT (TYP)
-0
MENS
E1
C
o
< >
JCD_
OFFICE
M
2
EXISTING ACT CEILING &
1
1.50-018
HANGER TO MTL DECK
r „
5 -0
o■■■■■■o■■■■■■■a■■■■■■a■■■■■•�
.-
VERIFY IN FIELD TYP
o
OFFICE
OFFICE
E1
O
-
OFFICES 1-17
in
- 1
1
1 1
19
SPRINKLER HEAD
WOMENS
00■■■■■■0■■■■■■0■■■■■■0000■■
3 5/8 MTL STUDS
1 1
-
-
® 24 OC(TYP)WAITING
_
• e
o
E1
_o
-
-
N
1 2 DRYWALL
E1
O
2
-
..
BOTH SIDES (TYP)
3
o
r
OFFICE `
OFFICE 1
OFFICE
I
�t
E1
O
CV
NOTE: NEW WALL SHALL NOT
.•
'CONFERENCEo■■■■■■v■■■■■a■o■■■■■■a■■■■■•,
E1
O
_ -
-.` -
- STRUCTURE ATTACHMENT TYP
CONFERENCE
1
.
_
3
O
1
E1 C
O
NOTE.
FINISHES IN TOILET AND BATHROOMS SHALL COMPLY WITH
SECTION 1210.2 FINISH MATERIALS.
WALLS, Floors AND PARTITIONS IN TOILET BATHROOMS SHALL
COMPLY WITH SECTIONS 1210.2.1 THROUGH 1210.2.4
DOOR SCHEDULE
DOOR NO.
DOOR SIZETHK
TYPE
FRAME
HARDWARE
FIRE RT
E1
3-0 X 7-019
„
1 3 4
A
HM
N/A
1
39 —0" X 69-812
�. 1 3/4
A
HM
BT,KL,ST
LL
2
3'-0" X 6'-8"
1 3 4"
A
HM
BT,PL,ST
:Z. Q z
3
3'-099 X 69-899
1 3 4"
A
HM
SLIDER
4
3'-0" X 6'-8"
1 3/4 "
A
HM
BT,CL,PL,ST
5
2'-8" X 6'-8"
1 3/4 of
A
—
BI FOLD
V)
li
BY
REVIEIy'COMMENTS.
02,/07
2 05 2018
rYIQT CTCIRFFR(1NT
WALL KEY NOTE LEGEND
1) EXISTING WALL SYSTEM TO REMAIN
2) 3 5/8" STEEL STUDS ® 24" O.0 (TYP.) W/
5/8" GYP. BD. FINISH EACH SIDE,
W/ 3 1/2 SOUND BATT INSULATION.
EXTEND WALL 4"MIN ABOVE ACT CEILING
HEIGHT _
3) TENANT SEPARATION WALL 3 5/8" STEEL
STUDS ® 24 O.0 (TYP.) W/ 5/8" GYP. BD.
FINISH EACH SIDE, W/ SOUND BATT
INSULATION. EXTEND TO UNDERSIDE OF ROOF
DECK
OFFICE
4) 6" STEEL STUDS ® 24" O.0 (TYP.)
W/ 1/2- GYP. BD. FINISH EACH SIDE,
W/ 3 1/2- SOUND BATT INSULATION.
EXTEND WALL AND INSULATION UP TO
UNDERSIDE TO EXISTING CEILING GRID 1
5'-0" 8'-0" 9'-9'
E1 1
OFFICE <
rn2
z
N
OILL—
.
OFFICE OFFICE MENS
2
E1 1 �\I\ �/ 4 I `I� MEN
1 I
aI
SOLID
CORE WD
DOOR
O
A
DOOR NOTES: CLOSET 1 1 ►� 2I O
1. ALL DOORS SHALL COMPLY WITH - E1
FBC 1008.9.2 HARDWARE HEIGHT. O 2
FBCA 309 OPERABLE PARTS, AND OFFICE OFFICE 1 O
FBCA 404.2.7 DOOR AND GATE
HARDWARE
s
3 1 O 0I E1
2. MANEUVERING CLEARANCES AT 1 00
DOORS SHALL BE IN ACCORDANCE
W/ FBCA 305 CLEAR FLOOR OR —_
GROUND SPACE 1 1
1 2
E1 1
E1 OFFICE O
n OFFICE o
- 1 1
E1 1
DRAWN
4DW
CHECKED ,
CHR
-'DATE
10121/2018-.
SCALE
• AS SHOWN ' '
JOB NO.
N/A.
SH
io
4
O
W W Z'
1 E1
O
> U.- 0
LLQ•
LL
OO>
G
:Z. Q z
Z
0.ly-
0
LL
(5. W_
Z
0 (� . 0
<
W —
V)
li
W
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00 F—
0�,
RECEPT
CO Z
–
OE1
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0�_
ROVIDE DIAGONAL BRACING
1
a
OFFICE 1
1
OFFICE
R EVERY WALL 12LF MAX
I I
-
SPAN. TIE TO EXISTING.
J1
�
=R
ST UCTURE (TYP)
.
TRACK CONT (TYP)
-0
MENS
E1
C
o
< >
JCD_
OFFICE
M
2
EXISTING ACT CEILING &
1
1.50-018
HANGER TO MTL DECK
r „
5 -0
.-
VERIFY IN FIELD TYP
o
OFFICE
OFFICE
E1
O
in
- 1
1
1 1
3 5/8 MTL STUDS
1 1
-
-
® 24 OC(TYP)WAITING
_
o
E1
_o
-
-
N
1 2 DRYWALL
E1
O
2
-
..
BOTH SIDES (TYP)
3
o
r
OFFICE `
OFFICE 1
OFFICE
I
�t
E1
O
CV
NOTE: NEW WALL SHALL NOT
.•
USE ACT GRID FOR
E1
O
_ -
-.` -
- STRUCTURE ATTACHMENT TYP
CONFERENCE
1
.
_
3
O
1
E1 C
O
NOTE.
_
CONNECT K R
C ECT TRAC TO FLOOR
1
1
W/ 1" GALVANIZED SHOT
PINS 0 16'OC (TYP)
4
O
TRACK CONT TYP
O
. - FINISH FLOOR
--- --
TYP SECTION
F LOOR PLAN
B
1
A101A_
- r_ „
SCALE. 3/4n 1 0
101 SCALE. 1/4"=1'-0"
DRAWN
4DW
CHECKED ,
CHR
-'DATE
10121/2018-.
SCALE
• AS SHOWN ' '
JOB NO.
N/A.
SH
io
W W Z'
—
> U.- 0
LLQ•
LL
OO>
G
:Z. Q z
Z
0.ly-
0
LL
(5. W_
Z
0 (� . 0
<
W —
V)
li
W
't OO
00 F—
0�,
CO Z
DRAWN
4DW
CHECKED ,
CHR
-'DATE
10121/2018-.
SCALE
• AS SHOWN ' '
JOB NO.
N/A.
SH
io
- BY
REVIEW COMMENTS
02/05/2018
-I
DRAWN
JDW
CHECKED
CHP
DATE
10/27/2018
SCALE
AS SHOWN
JOB NO.
N/A
SHEET
W W Z
>U0
RLL�
o
0-'0
. Z Z W
Q
�
JOw
o°
ow
Q
v)W
U)
'toW
0
��Z
N
�..
I --
U
DRAWN
JDW
CHECKED
CHP
DATE
10/27/2018
SCALE
AS SHOWN
JOB NO.
N/A
SHEET
3 1-5/8 3 LAYERS, 5/8 IN. THICK OPTIONAL
- 4 1-5/8 4 LAYERS, 5/8 IN. THICK OPTIONAL
4 1-5/8 4 LAYERS, 1/2 IN. THICK OPTIONAL
4 2-1/2 2 LAYERS, 3/4 IN. THICK 2 IN.
- CANADIAN GYPSUM CO. LTD -- 1/2 IN THICK 'TYPE C, WRC -OR IP—X2; 5/8 IN
THICK TYPE SCX, SHX, WRX, IP -X1, AR, C, WRC OR IP—X2; 3/4 IN THICK 30" MINol
ULTRACODE OR TYPE IP—X3 „
-- 17 —19
UNITED STATES GYPSUM CO 1/2 IN THICK TYPE C, WRC OR IP—X2, 5/8 IN 5" M „
.. THICK TYPE SCX, SHX, WRX, IP—X1, AR, C, WRC OR IP—X2; 3/4 IN THICK -
15 MIN
ULTRACODE OR TYPE IP—X3
YESO PANAMERICANO SA DE CV -- 1/2 IN THICK TYPE C, WRC OR IP—X2; 5/8 IN
THICK TYPE SCX, SHX, WRX, IP—X1, AR, C, WRC OR IP -X2; 3/4 IN THICK
ULTRACODE OR TYPE IP -X3
4A. GYPSUM BOARD* -- (AS AN ALTERNATE TO ITEM 4) 5/8 IN THICK GYPSUM PANELS, INSTALLED z z
AS DESCRIBED IN ITEM 4 WITH TYPE S-12 STEEL SCREWS. THE LENGTH AND SPACING OF THE SCREWS O _
AS SPECIFIED UNDER ITEM 5. p
` CANADIAN GYPSUM CO. LTD -- TYPE FRX
UNITED STATES GYPSUM CO -- .TYPE FRX
4B. GYPSUM BOARD* -- AS AN —
ALTERNATE TO
( TEM 4 AND 4A) 5/8 IN THICK, 2 FT WIDE,
TONGUE AND GROOVE, EGDE, APPLIED HORIZONTALLY AS THE OUTER LAYER TO ONE SIDE OF THE ASSEMBLY."
SECURED AS DESCRIBED IN ITEM 5. JOINT COVERING (ITEM 7) NOT REQUIRED. L — _ _ _ -J 8 MIN 6 MAX
• CANADIAN GYPSUM CO. LTD -- TYPE SHX
UNITED STATES GYPSUM CO -- TYPE SHX FREE STANDING SPOUT HEIGHT SPOUT LOCATION
YESO PANAMERICANO S A DE C V -- TYPE SHX FOUNTAIN OR COOLER AND KNEE CLEARANCE
5. FASTENERS -- (NOT SHOWN) -- TYPE S OR S-12 STEEL SCREWS USED TO ATTACH PANELS TO STUDS
(ITEM 2) OF FURRING CHANNELS (ITEM 6). SINGLE LAYER SYSTEMS: 1 IN LONG FOR 1/2 AND 5/8 IN THICK ADA DRINKING FOUNTAIN INSTALL PER FBCAC SECT 602.4, 602.5 AND FIG. 602.5
PANELS OR 11/4 IN LONG FOR 3/4 IN THICK PANELS, SPACED 8 IN OC WHEN PANELS ARE APPLIED VERTICALLY
TWO LAYER SYSTEMS: FIRST LAYER — 1 IN LONG FOR 1/2 AND 5 8 IN THICK PANELS OR 1-1/4 IN LONG FOR
3/4 IN THICK PANELS, SPACED 16 IN OC. SECOND LAYER — 1 5/8 IN LONG FOR 1/2 IN, 5/8 IN THICK PANELS
OF 2-1/4 IN LONG FOR 3/4 IN THICK PANELS, SPACED 16 IN OC WITH SCREWS OFFSET 8 IN FROM FIRST LAYER. T T�Tr� TAT
THREE LAYER SYSTEMS FIRST LAYER 1 IN LONG FOR 1/2 IN., 5/8 IN THICK PANELS, SPACED 24 IN OC HANDICAPPED FOUNTAIN 1 AI O R
SECOND LAYER — 1-5/8 IN LONG FOR 1/2 IN, 5/8 THICK PANELS, SPACED 24 IN OC. THIRD LAYER 2-1/4 r E Lr T T
IN LONG FOR 1/2 IN 5/8 IN THICK PANELS OR 2-5/8 IN LONG FOR 5/8 IN THICK PANELS, SPACED 12 IN OC. COOLER E VA 1r� 1 O N S
SCREWS OFFSET MIN 6 IN FROM LAYER BELOW. FOUR—LAYER SYSTEMS: FIRST LAYER - 1 IN LONG FOR 1/2 IN,
5/8 IN THICK PANELS, SPACED 24 IN OC. SECOND LAYER — 1-5/8 IN LONG FOR 1/2 IN, 5/8 IN THICK PANELS,
SPACED 24 IN OC. THIRD LAYER — 2-1/4 IN LONG FOR 1/2 IN THICK PANELS OR 2-5/8 IN LONG FOR 5/8 IN
THICK PANELS, SPACED 24 IN OC. FORTH LAYER — 2-5/8 IN LONG FOR 1/2 IN THICK PANELS OR 3 IN LONG
FOR 5/8 IN THICK PANELS, SPACED 12 IN OC SCREWS OFFSET MIN 6 IN FROM LAYER BELOW.
6. FURRING CHANNELS -- (OPTIONAL, NOT SHOWN, FOR SINGLE OR DOUBLE LAYER SYSTEMS) -- RESILIENT
FURRING CHANNELS FABRICATED FROM MIN 25 MSG CORROSION — PROTECTED STEEL, SPACED VERTICALLY A MAX
OF 24 IN OC FLANGE PORTION ATTACHED TO EACH INTERSECTING STUD WITH 1/2 IN LONG TYPE S-12 STEEL SCREWS." "
OVER NOT FOR USE WITH ITEM 4A 18 X24
MIRROR
1 1/2-- GRAB BAR 36" LG. REAR WALL
7. JOINT TAPE AND COMPOUND VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO "
JOINTS AND SCREW HEADS OF OUTER LAYERS; PAPER TAPE 2 IN. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND ON BACK WALL LG. 3'-0 MIN.„ MIRROR
ALL JOINTS OF OUTER PANELS. ON SIDE WALL BEGINNING
•_ .._ 12” FROM BACK WALL 1'-6" 1'-6" 4'_6"
8. SIDING , BRICK, OR STUCCO -- (OPTIONAL, NOT SHOWN) - ALUMINUM OR STEEL SIDINGBRICK VENEER OR MIN. 3'-0"
• _ , MIN.
STUCCO, MEETING THE REQUIREMENTS OF LOCAL CODE AGENCIES, INSTALLED OVER GYPSUM PANELS. BRICK VENEER 1'-0" MIN. 1'-0" 1'-0"
ATTACHED TO STUDS WITH CORRUGATED METAL WALL TIES ATTACHED TO EACH STUD WITH STEEL SCREWS, NOT MIN. MINMAX o x
MORE THAN EACH SIXTH COURSE OF BRICK.
. =
7.1
3'_g I Q Po
9. CAULKING AND SEALANTS* -- (OPTIONAL, NOT SHOWN) -- A BEAD OF ACOUSTICAL SEALANT APPLIED AROUND MIN. M iv N 04 _
THE PARTITION PERIMETER FOR SOUND CONTROL. a, M _ 6" MAXIMUM
PAPER 8" MINIMUM
KNEESP UM TOESPACE
UNITED STATES GYPSUM CO -- TYPE AS i� n ROLL _ v� z CLEARANCE
6
*** BEARING THE UL CLASSIFICATION MARKING
CLEARANCE
;� 1'-5" MINIMUM
%17" LAVATORY
M
DEPTH
GRAB BARS AT WATER CLOSETS HANDICAP LAVATORY
CLEARANCES
SIDE. WALL
HANDICAPPED TOILET ROOM ELEVATIONS
PROVIDE LEVER -TYPE CONTROLS, TOILET TISSUE HOLDER, PAPER TOWEL
HOLDER, SOAP DISPENSER AND WASTE RECEPTACLE
r__ BY
')
REVIEW COMMENTS
02/05/2018
00
O
r
a w
u)
00
_I ow �
,U N �
V- OwJ
N�_LLI Lo
I -- N
ZNWW
LL �C)mw 4t N
mood 1 I
rJ ��N((00
Z _ verr—^^ (o co
W -'0LoW
— T_ I
U 00
co Y a u.
m
q,
F•
m i
n �
PLI
0
0
I
d3 .4
� o
co
w
q
�a
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. `G
cp
C3 7
* _ ,
.�`�
•
Atn
.-
Q
w w Z D
> v 0
0� L.L — 0
C) L.L ~ .J
0 Q LL
OJ0
z Q z
z 0
�o13� �.
0 co 0 Q
W W
oLL
wo0w 0
C-4 %"
U
_ DRAWN
�w
CHECKED
CHP
DATE
10/27/2018
SCALE
AS SHOWN
JO@ NO.
N/A
SHEET
A901
R
DESIGN N0. U419
NON BEARING WALL RATINGS — 1, 2, 3, OR 4 HR (SEE ITEMS 3 & 4)
t
2 4
' �• ...
1.
� 3 3 4
FLOOR AND CEILING RUNNER --(NOT SHOWN) --CHANNEL SHAPED, FABRICATED FROM MIN 25 MSG
(MIN 20 MSG WHEN ITEM 4A IS USED) CORROSION—PROTECTED STEEL, MIN WIDTH TO ACCOMMODATE STUD
SIZE, WITH MIN 1 IN. LONG LEGS, ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24 IN. OC MAX.
- 2.
STEEL STUDS --CHANNEL SHAPED, FABRICATED FROM MIN 25 MSG (MIN 20 MSG WHEN ITEM 4A IS USED)
CORROSIN—PROTECTED STEEL, MIN WIDTH AS INDICATED UNDER ITEM .4, MIN 1-1/4 IN. FLANGES AND 1/4"
RETURN, SPACED A MAX OF 24 IN. OC. STUDS TO BE CUT 3/8 TO 3/4" IN LESS THAN ASSEMBLY HEIGHT.
3.
BATTS AND BLANKETS* -- (REQUIRED AS INDICATED UNDER ITEM 4) -- MINERAL WOOL BATTS, FRICTION
`
FITTED BETWEEN STUDS AND RUNNERS. MIN NOM THICKNESS AS INDICATED UNDER ITEM 4. SEE BATTS AND
BLANKETS (BKNV OR BZJZ) CATEGORIES FOR NAMES OF CLASSIFIED COMPANIES.
3A.
BATTS AND BLANKETS* -- (OPTIONAL) -- PLACED IN STUD CAVITIES, ANY GLASS FIBER OR MINERAL
WOOL INSULATION BEARING THE UL CLASSIFICATION MARKING AS TO SURFACE BURNING CHARACTERISTICS AND/ OR
FIRE RESISTANCE. SEE BATTS AND BLANKETS (BKNV OR BZJZ) CATEGORIES FOR NAMES OF CLASSIFIED COMPANIES.
• 4.
GYPSUM BOARD*-- GYPSUM PANELS WITH BEVELED, SQUARE OF TAPERED EDGES, APPLIED VERTICALLY OF
:.
HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES
OF STUDS. VERTICAL JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED ONE STUD CAVITY.
(MULTILAYER SYSTEMS) STAGGERED A MIN OF 12 IN. THE THICKNESS AND NUMBER OF LAYERS OF THE
1 HR, 2 HR, - 3 HR AND 4 HR RATINGS ARE AS FOLLOWS:
WALLBORD PROTECTION ON EACH SIDE OF WALL
<
NO. OF LAYERS MIN THICKNESS
_
MIN STUD AND THICKNESS OF INSULATION
• RATING DEPTH OF PANELS (ITEM 3)
1
3-1/2 1 LAYER, 5/8 IN. THICK OPTIONAL
1
2-1/2 1 LAYER, 1/2 IN. THICK 1-1/2" IN.
1
1-5/8 1 LAYER, 3/4 IN. THICK OPTIONAL
. 2
1-5/8 2 LAYER, 1/2 IN. THICK OPTIONAL
• 2
1-5/8 2 LAYER, 5/8 IN. THICK OPTIONAL
2
3-1/2 1 LAYER, 3/4 IN. THICK 3 IN.
:. 3
1-5/8 3 LAYERS, 1/2 N. THICK OPTIONAL
3
1-5/8 2 LAYERS, 3/4 N. THICK OPTIONAL
3 1-5/8 3 LAYERS, 5/8 IN. THICK OPTIONAL
- 4 1-5/8 4 LAYERS, 5/8 IN. THICK OPTIONAL
4 1-5/8 4 LAYERS, 1/2 IN. THICK OPTIONAL
4 2-1/2 2 LAYERS, 3/4 IN. THICK 2 IN.
- CANADIAN GYPSUM CO. LTD -- 1/2 IN THICK 'TYPE C, WRC -OR IP—X2; 5/8 IN
THICK TYPE SCX, SHX, WRX, IP -X1, AR, C, WRC OR IP—X2; 3/4 IN THICK 30" MINol
ULTRACODE OR TYPE IP—X3 „
-- 17 —19
UNITED STATES GYPSUM CO 1/2 IN THICK TYPE C, WRC OR IP—X2, 5/8 IN 5" M „
.. THICK TYPE SCX, SHX, WRX, IP—X1, AR, C, WRC OR IP—X2; 3/4 IN THICK -
15 MIN
ULTRACODE OR TYPE IP—X3
YESO PANAMERICANO SA DE CV -- 1/2 IN THICK TYPE C, WRC OR IP—X2; 5/8 IN
THICK TYPE SCX, SHX, WRX, IP—X1, AR, C, WRC OR IP -X2; 3/4 IN THICK
ULTRACODE OR TYPE IP -X3
4A. GYPSUM BOARD* -- (AS AN ALTERNATE TO ITEM 4) 5/8 IN THICK GYPSUM PANELS, INSTALLED z z
AS DESCRIBED IN ITEM 4 WITH TYPE S-12 STEEL SCREWS. THE LENGTH AND SPACING OF THE SCREWS O _
AS SPECIFIED UNDER ITEM 5. p
` CANADIAN GYPSUM CO. LTD -- TYPE FRX
UNITED STATES GYPSUM CO -- .TYPE FRX
4B. GYPSUM BOARD* -- AS AN —
ALTERNATE TO
( TEM 4 AND 4A) 5/8 IN THICK, 2 FT WIDE,
TONGUE AND GROOVE, EGDE, APPLIED HORIZONTALLY AS THE OUTER LAYER TO ONE SIDE OF THE ASSEMBLY."
SECURED AS DESCRIBED IN ITEM 5. JOINT COVERING (ITEM 7) NOT REQUIRED. L — _ _ _ -J 8 MIN 6 MAX
• CANADIAN GYPSUM CO. LTD -- TYPE SHX
UNITED STATES GYPSUM CO -- TYPE SHX FREE STANDING SPOUT HEIGHT SPOUT LOCATION
YESO PANAMERICANO S A DE C V -- TYPE SHX FOUNTAIN OR COOLER AND KNEE CLEARANCE
5. FASTENERS -- (NOT SHOWN) -- TYPE S OR S-12 STEEL SCREWS USED TO ATTACH PANELS TO STUDS
(ITEM 2) OF FURRING CHANNELS (ITEM 6). SINGLE LAYER SYSTEMS: 1 IN LONG FOR 1/2 AND 5/8 IN THICK ADA DRINKING FOUNTAIN INSTALL PER FBCAC SECT 602.4, 602.5 AND FIG. 602.5
PANELS OR 11/4 IN LONG FOR 3/4 IN THICK PANELS, SPACED 8 IN OC WHEN PANELS ARE APPLIED VERTICALLY
TWO LAYER SYSTEMS: FIRST LAYER — 1 IN LONG FOR 1/2 AND 5 8 IN THICK PANELS OR 1-1/4 IN LONG FOR
3/4 IN THICK PANELS, SPACED 16 IN OC. SECOND LAYER — 1 5/8 IN LONG FOR 1/2 IN, 5/8 IN THICK PANELS
OF 2-1/4 IN LONG FOR 3/4 IN THICK PANELS, SPACED 16 IN OC WITH SCREWS OFFSET 8 IN FROM FIRST LAYER. T T�Tr� TAT
THREE LAYER SYSTEMS FIRST LAYER 1 IN LONG FOR 1/2 IN., 5/8 IN THICK PANELS, SPACED 24 IN OC HANDICAPPED FOUNTAIN 1 AI O R
SECOND LAYER — 1-5/8 IN LONG FOR 1/2 IN, 5/8 THICK PANELS, SPACED 24 IN OC. THIRD LAYER 2-1/4 r E Lr T T
IN LONG FOR 1/2 IN 5/8 IN THICK PANELS OR 2-5/8 IN LONG FOR 5/8 IN THICK PANELS, SPACED 12 IN OC. COOLER E VA 1r� 1 O N S
SCREWS OFFSET MIN 6 IN FROM LAYER BELOW. FOUR—LAYER SYSTEMS: FIRST LAYER - 1 IN LONG FOR 1/2 IN,
5/8 IN THICK PANELS, SPACED 24 IN OC. SECOND LAYER — 1-5/8 IN LONG FOR 1/2 IN, 5/8 IN THICK PANELS,
SPACED 24 IN OC. THIRD LAYER — 2-1/4 IN LONG FOR 1/2 IN THICK PANELS OR 2-5/8 IN LONG FOR 5/8 IN
THICK PANELS, SPACED 24 IN OC. FORTH LAYER — 2-5/8 IN LONG FOR 1/2 IN THICK PANELS OR 3 IN LONG
FOR 5/8 IN THICK PANELS, SPACED 12 IN OC SCREWS OFFSET MIN 6 IN FROM LAYER BELOW.
6. FURRING CHANNELS -- (OPTIONAL, NOT SHOWN, FOR SINGLE OR DOUBLE LAYER SYSTEMS) -- RESILIENT
FURRING CHANNELS FABRICATED FROM MIN 25 MSG CORROSION — PROTECTED STEEL, SPACED VERTICALLY A MAX
OF 24 IN OC FLANGE PORTION ATTACHED TO EACH INTERSECTING STUD WITH 1/2 IN LONG TYPE S-12 STEEL SCREWS." "
OVER NOT FOR USE WITH ITEM 4A 18 X24
MIRROR
1 1/2-- GRAB BAR 36" LG. REAR WALL
7. JOINT TAPE AND COMPOUND VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO "
JOINTS AND SCREW HEADS OF OUTER LAYERS; PAPER TAPE 2 IN. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND ON BACK WALL LG. 3'-0 MIN.„ MIRROR
ALL JOINTS OF OUTER PANELS. ON SIDE WALL BEGINNING
•_ .._ 12” FROM BACK WALL 1'-6" 1'-6" 4'_6"
8. SIDING , BRICK, OR STUCCO -- (OPTIONAL, NOT SHOWN) - ALUMINUM OR STEEL SIDINGBRICK VENEER OR MIN. 3'-0"
• _ , MIN.
STUCCO, MEETING THE REQUIREMENTS OF LOCAL CODE AGENCIES, INSTALLED OVER GYPSUM PANELS. BRICK VENEER 1'-0" MIN. 1'-0" 1'-0"
ATTACHED TO STUDS WITH CORRUGATED METAL WALL TIES ATTACHED TO EACH STUD WITH STEEL SCREWS, NOT MIN. MINMAX o x
MORE THAN EACH SIXTH COURSE OF BRICK.
. =
7.1
3'_g I Q Po
9. CAULKING AND SEALANTS* -- (OPTIONAL, NOT SHOWN) -- A BEAD OF ACOUSTICAL SEALANT APPLIED AROUND MIN. M iv N 04 _
THE PARTITION PERIMETER FOR SOUND CONTROL. a, M _ 6" MAXIMUM
PAPER 8" MINIMUM
KNEESP UM TOESPACE
UNITED STATES GYPSUM CO -- TYPE AS i� n ROLL _ v� z CLEARANCE
6
*** BEARING THE UL CLASSIFICATION MARKING
CLEARANCE
;� 1'-5" MINIMUM
%17" LAVATORY
M
DEPTH
GRAB BARS AT WATER CLOSETS HANDICAP LAVATORY
CLEARANCES
SIDE. WALL
HANDICAPPED TOILET ROOM ELEVATIONS
PROVIDE LEVER -TYPE CONTROLS, TOILET TISSUE HOLDER, PAPER TOWEL
HOLDER, SOAP DISPENSER AND WASTE RECEPTACLE
r__ BY
')
REVIEW COMMENTS
02/05/2018
00
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CHECKED
CHP
DATE
10/27/2018
SCALE
AS SHOWN
JO@ NO.
N/A
SHEET
A901
R
- 1. CODES AND STANDARDS:
A. FLORIDA BUILDING CODE 14TH 5TH ED
FBC 5TH ED FFPC
B. NFPA-70 NATIONAL ELECTRICAL CODE,
- 2011 EDITION
C. NFPA-72 NATIONAL FIRE ALARM CODE,
2011 EDITION
=- a} 2. ALL MATERIALS SHALL BE NEW AND FREE
FROM DEFECT. EXCEPT WHERE SPECIFICALLY
NOTED ON THE PLANS TO BE RECONNECTED
=Q c,rrrc OR REUSED.
3. COORDINATE THE INSTALLATION WITH OTHER
TRADE TO MAINTAIN PROPER WORKING
°X c" : CLEARANCES AND FIRE RATINGS. VERIFY
a; EQUIPMENT RATINGS PRIOR TO ORDERING
Ix MATERIALS. CHECK VOLT/ AMP. RATINGS,
Ix „tlICE
01 AND MOUNTING/ TRIM REQUIREMENTS. IF
THERE ARE INCONSISTENCIES, REQUEST FOR
+38' CLARIFICATIONS PRIOR TO ORDERING
3 a _____
/ { - MATERIALS OR ROUGH -IN.
EX
aV ,r I- SECTION 16610 - SURGE PROTECTION
crFtc.% c,},.;�} i i s 1. POWER PANEL SURGE PROTECTORS, WHERE
SHOWN ON THE PLANS, SHALL BE MOV
SINGLE -STAGE TYPE 50,000 KA PER PHASE
_11_ �_.�__ �x _: _ j,--- ,' j! WITH FUSING AND INDICATOR LAMPS.
L—VhLJ VhL—l/V L_ /—\ 11 VIN J
uua�a��
Z `�
W•WLL
U 0
CIRCUIT
CB
TRIP
CIR
NO.
CIR
NO.
CB
TRIP
CIRCUIT
LABEL
LABEL
SIGN
RECEPT
RECEPT
20
1
2
20
LIGHTS
LIGHTS `
LIGHTS
20 1 3 4 20
20 1 5 6 20
RECEPT
RECEPT
INSTRA
20
7
8
20
LIGHTS
SPARE
SPARE
20 9 10 —
20 11 12 —
SPARE
SPARE
SPARE
—
13
14
20
EM LIGHTS
EM LIGHTS
EM LIGHTS
— 15 16 20
— 17 18 20
SPARE
SPARE
SPARE
—
19
20
—
SPARE
SPARE
SPARE
— 21 22 —
— 23 24 —
SPARE
SPARE
SPARE
—
25
26
—
SPARE
SPARE
ISPARE
— 27 28 -
— 29 30 1 —
AHU EXISTING
AHU
SPARE
60
31
32
-
SPARE
SPARE
SPARE
— 33 34 —
20 35 36 —
SPARE
SPARE
SPARE
—
37
38
—
SPARE
SPARE
SPARE
— 39 40 —
— 41 42 —
L—VhLJ VhL—l/V L_ /—\ 11 VIN J
uua�a��
Z `�
W•WLL
U 0
I1
LIGHTING LOAD:
. !fi
li ii
.
,
25 2X4 FLUORESCENT 0160 W EA -
4,000 W
J LL
U) Z _
4 EXIT 0100 W EA -
400 W--
U) W
LL- L1_
d'. W
.00 0 0
W.
4 WALL MT EMERGENCY 036 W EA -
144 W
J
• V
4,514 W
J.
ec
NEC MIN OF 3.5 WATTS PER SQ FT:
1,900 SQ FT X 3.5W =
6,650 W
POWER LOAD;
�-
21 DUPLEX RECEPTACLES 0180 W EA =
3,780 W
1 EWC 02400 W EA =
2,400 W
1 INSTA 02400 W EA -
2,400 W
8,580 W
-
Ex
- -
- -
,±
A/C LOAD:
.;�
1 5 TON UNITS 020,000 W EA -
20,000 W
L'
ti(`FICH
TOTAL WATTS:
LIGHTING LOAD 6,650 W
L
POWER LOAD 8,580 W
I
A/C LOAD 20,000 W
a
39,037.5 W
i f
TOTAL AMPS:
�,. i
01 FILE
LIGHTING 6,650 0 125% 8,312.5 W
A/C LOAD 20,000 0 100% 60,000 W
POWER 8,580 0 125X 10.725 W
TOTAL WATTS 39,037.5 W
f•
39,037.5 WATTS / 360 VOLTS = 108.43 AMPS
PANEL SIZE 15n Auac
4MIN
Q I � 2. INSTALL WITH #10 CU CONNECTING LEADS
lx: i I LESS THAN 18 INCHES LONG AND WITH NO
=J1
t,� H SHARP BENDS
3. PROVIDE L -L, L -N, N -G PROTECTION
MODES WITH 50KA PER PHASE
SECTION 16500 - LIGHTING
a; 1 1. EXIT SIGNS SHALL BE PROVIDED WITH
A� t l� ARROWS AND FACE TO MATCH FIELD
} t'trtt �I ;' CONDITIONS AND SO AS TO BE CLEARLY
VISIBLE FROM ANY LOCATION WITHIN THE
ROOM, AS REQUIRED BY CODE.
Q, 2. LIFE SAFETY LIGHTING AND SIGNS SHALL BE
PROVIDED WITH UNIT BATTERY EQUIPMENT
�r ► AND CONNECTED TO THE ROOM LIGHTING
' CIRCUIT AHEAD OF ALL SWITCHING.
va+38 SECTION 16050 - ELECTRICAL BASIC MATERIALS
AND METHODS
} R 1. COLOR FOR PLATES AND DEVICES SHALL BE
°t AS DIRECTED BY THE ARCHITECT.
2. ALL WIRING METHODS AND MATERIALS
IX' ALLOWED BY THE N.E.C. ARE APPROVED.
1xi 3. MINIMUM WIRE SIZE IS #12 FOR POWER
CIRCUITS. RUN #10 MINIMUM HOMERUN FOR
CIRCUITS LONGER THAN FIFTY FEET AS
MEASURED FROM THE LAST JUNCTION BOX.
c" 4. FOR DEVICES LOCATED ON OPPOSITE SIDE
OF A FIRE RATED WALL, SPACE DEVICES
NOT LESS THAN 24" APART
a
°` GENERAL NOTE:
1. FEEDERS, SERVICE CONDUCTORS SHALL BE
SIZED FOR A MAXIMUM VOLTAGE DROP OF 2%
AT DESIGN LOAD FBCEC
2. BRANCH CIRCUITS SERVICE CONDUCTOR
SHALL BE SIZED FOR A MXIMUM VOLTAGE DROP
OF 3% AT DESIGN LOAD AS PER FBCEC
405.7.3.2
3. ELECTRICAL BOXES INSTALLED IN 1 HR RATED
WALLS HAVE THE SIZE AND SPACING AND BE IN
COMPLIANCE WITH THE REQUIREMENTS OF FBC
SECT 714
LIGHTING FIXTURE KEY
EXISTING FIXTURE TO BE SALVAGED
(— } EX AND RELOCATED PER PLAN W/
I'- '! "' PARABOLIC 2X4 FIXTURE LAYIN (TYP)
A A A
PROVIDE NEW PARABOLIC !
-- A 2X4 FIXTURE LAYIN (TYP) 1
N
A 11 PROVIDE EXIT/ EMERCENCEY
_ >>i ; p ,
C)iri
:LIGHT
La
Os UL -21i° ea
ry''j EM PROVIDE EMERCENCEY LIGHT
EXISTING EXIT SIGN
EX -
OS PROVIDE EXIT SIGN
g
1
a_l ,-
_�_ RECESSEDA
oc C N
-rE
NOTES:
1. FIXTURES ARE CONSIDERED GENERIC.
NOTE:
tw.t, i.- - NEW OUTLETS AND LIGHTS SHALL BE FEED
FROM EXISTING BRANCH CIRCUITS OF
EXISTING PANEL
•N9.1162
DRAWN.
JDW
CHECKED.
CHP
DATE
'10/27,/1'018 „
SCALE ,
AS Sim '
JOB NO.
N/A
E.1 01
uua�a��
Z `�
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U 0
0
J
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Z Q Z
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LL- L1_
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.00 0 0
W.
Z -
N —
• V
DRAWN.
JDW
CHECKED.
CHP
DATE
'10/27,/1'018 „
SCALE ,
AS Sim '
JOB NO.
N/A
E.1 01
PLUMBING GENERAL NOTES.
KEYNOTES _
...
WC HANDICAPPED WATER CLOSET TO 'AMERICAN STANDARD' PLUMBING NOTES
1. ALL* WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE
2998.012 FLOOR MOUNTED VITREOUS CHINA 1.6 GAL LOW
WJTH • BENISNO. 1955 -SS APPLICABLE LOCAL CODES, RULES AND ORDINANCES. CONSUMPTION TOILET WITH w" C OPEN PROVIDE T do P RELIEF FOR WATER HEATER FULL SIZE INTO SERVICE
/ SINK 1/20 CPVC DOMESIC WATER SERVICE
FRONT SEAT LESS COVER MOUNT AT A.D.A. APPROVED HEIGHT j WITH SHUTOFF VALVE CONNECT TO
2,. ALL -MATERIALS SHALL BE NEW. w
•' WATER SHALL BE SET INA 2' DEEP MIN. DRAIN PAN W A 1 "0 CPVC EXISTING 1 CPUC WATER SUPPLY UNE,
LAV HANDICAPPED LAVATORY EQUAL TO 'AMERICAN STANDARD' (MIN.) FIELD VERIFY LOCATION.
3. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBINGSCREENED DRAIN TO OUTSIDE DRYWE
- -• GTt~JR• IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED LUCERNE WALL HUNG VITREOUS CHINA .LAVATORY MODEL LL.
CONTRA
- :
SYST`EM� SHALL =.BE FULLY OPERATIVE. 0321.075 PROVIDE COMPLETE WITH "AMERICAN STANDERS' PRdVIDE A MAIN ••SHUT OFF VALVE FOR HOT do COLD SUPPLY LINES. 3" PVC SANITARY WASTE PIPING
21752.200 SINGLE CONTROL FAUCET 'GRID STRAINER, CHROME a CONNECT TO EXISTING 4m PVP SITE
-` 4.REQVIRED INSURANCE SHALL BE PROVIDED BY THE CONTRACTOR FOR PLATED CAST BRASS wPw TRAP WITH CLEANOUT PLUG, SUPPLIES PROVIDE SHUT OFF VALVES TO EACH FIXTURE. SEWER, FIELD VERIFY LOCATION.
PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE do LOOSE KEY STOPS. INSULATED ALL EXPOSED PIPING PER LOCATION EXISTING
DURATION OF WORK. ADA MOUNT AT A.D.A. APPROVED HEIGHT INSULATE ALL HOT WATER LINES. 3 2 VTR TIE TO EXISTING VENTS SANITARY PIPE & AND
ESTABLISH NEW POINT
TOR R AND PAY FOR ALL ALL TRAPS IN FLOOR DRAINS S
. 5 CONT:RAC SHALL SECURE SINK SINGLE BOWL SELF RIMMING STAINLESS STEEL HAND SINK, HALL BE SELF. PRIMING. - OF CONNECTION (EYP)
PERMITS, FEES, INSPECTION AND TESTS. EQUAL TO ELKAY MODEL "D11719" WITH ELKAY FAUCET MODEL 4 PROVIDE AAV
wLKA2447
ALL POTABLE WATER WILL BE CPVP PIPE do FITTINGS.
w
..ADA APPROVED WITH DRAIN P -TRAP TUBULAR -
` 6. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION SWING SPOUT, AERATOR AND DRAIN GRID.
• . OF FIXTURES, PIPING. EQUIPMENT, ETC. REQUIRED DRAINAGE SLOPE:
INSTA ELECTRIC TANKLESS WATER HEATERS "EEMAXw 1/8*
PER 1 FOR 30
OR LARGER
7.ALL -WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID 1/4' PER 1FOR 2" OR SMALLER 2
• _ . INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION.
' ` 8. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP
• 1
FREE FROM DEFECTS FROM A PERIOD OF NOT LESS THAN ONE (1)_
YEAR FROM DATE
ol TABLE 403.1-MINNUMBER OF
OF ACCEPTANCE. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED i MOP AA OFFICE
REQUIRED PLUMBING. FIXTURE
WITHOUT ADDITIONAL CHARGE AND PHASE OF THE INSTALLATION WHICH
TIE TO EMSTING 3 •VTR 1-1
0 EASTING WOMENS
MAY HAVE BEEN DAMAGED.. Nuv Iw
BUSINESS -8 PROFESSIONAL SERVICES , L AA ss Bll EAIz
I
9 VERIFY LOCATION, SIZE. DRAINAGE SLOPES, AND INVERTS OF AJ
�
eREuc WC
_EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ADVISE ENGINEER RM '►�• WATER CLOSETS
I
OF ANY DISCREPANCIES.
1 PER 25 FOR THE FIRST 50 AND 1 PER 50 FOR THE REMAINDER Of, FILE
EXCEEDING 50
w -
10. ALL FIXTURES MUST BE PROVIDED WITH READILY. .ACCESSIBLE LAVATORIES x
I
1 PER 40 FOR THE FIRST 80 AND 1 PER 80 FOR THE REMAINDER
- CONTROL VALVES AND ACCESS PANELS. I '�•,•
. .. u EXCEEDING 80 z
.¢
3
- -° 11. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR � x x
METAL IN PIPING AND EQUIPMENT CONNECTIONS.wC OFFICE / 5.096 SQ FT 100 GROSS 51 PEOPLE , _ :jN
El / 2 - I
TOTAL 51 PEOPLE 26 PEOPLE MALE/ FEMALE OFFICE
12. ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR WOMENS WC (2) PROVIDE
_ z
T I LAV 1 PROM
PAD HAIR FEL LINING) SUPER STRUT. MODEL C 15 16. FILL VOIDS DED
BETWEEN PIPE do FLOOR SLEEVES WITH FIRE RATED FOAM. MALE WC 1 PROVIDED T ==
,. 'f i
UR 1 PROVIDED
SANITARY RISER DIAGRAM O G.
13: PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES. ACCESS 1 - ---
- WV (1) PROVIDED
PANELS IN RATED WALLS MUST MAINTAIN THE SAME RATING. ALL Plot ; i
• SCALE: NONE �..�
ACCESS PANELS MUST MATCH THE DRINKING FOUNTAIN _ _ ;
.14. _ NO WATER, SANITARY OR DRAINAGE PIPING PERMITTED IN 1 PER 100 •(
- LAVATORIES
ELECTRICAL EQUIPMENT ROOMS.0 3 1 I
ELEC WATER CLOSET 1 PROVIDED
PROVIDE TEMPER VALVE UNDER PUBLIC ( )
�; or � i
LAV LOCATIONS AS PER SECTION FPC OFFICE
SERVICE SINK OFFICE I WOMEN S
15. ALL HOT WATER PIPES, DRAIN PIPING. AND SHARP EDGES, UNDER 416.5 & ASSE 1070 OR CSA 8125.3 - I,
SERVICE SINK (1) PROVIDED
SINKS SHALL BE • WRAPPED AND INSULATED WITH HANDI-SHIELD WRAP OR _ I
. EQUAL
16. FOR RECIRCULATING HOT WATER SYSTEMS. INSULATE ALL HOT
WATER AND RECIRCULATING LINES WITH — 1 " THICK FIBERGLASS OR - �!
<: ARMAFLEX. FOR N—RECIRCULATING HOT WATER SYSTEMS INSULATED THEri?. pi
FIRST • 8 - FEET OF HOT WATER PIPING. ,_. s.,
• 17.. WATER .PIPING AND FITTINGS SHALL BE SCHEDULE 40 wCPVC' WITH -
A RATING OF 100 PSI AT 180 DEG. F.oe
_ 18.
uv
�_� _-.i
V Y _
` 19: •SANITARY' DRAIN. WASTE, AND VENT PIPING SHALL BE SCHEDULE N
40 *PVC—DWV PIPE AND FITTINGS WITH NSF SEAL OF APPROVAL. ASTM t_� 1� I _ I CE _ }'
D2665-82 (PVC) AND ASTM D2661-84 (DWV). AS MANUFACTURED BY /iti.,mirewC
.G.S:R.; CHARLOTTE PLASTIC PIPE do UNDRY CO., OR EQUAL SINK
MAKE PVC JOINTS WITH PVC—DWV SOLVENT CEMENT, ASTM D2564-88�'
_ "UNI -WELD' -1200 UP TO 6' PIPE DIAMETER.
20.
21. CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY
FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS PRIOR TO BID. Fil
HUV
EAC wr;VT
OFFICE
OFFICE
DOMESTIC WATER RISER IDIAGRAM
A101 SCALE: NONE
1 HECE T
IEE
PIPE SADDLE HAS�-
FLARED EDGES(fl 1
OFFICE
FIC
r I: i
- NOTCHED TO FIT w 4 =�
PIPE HANGER
C CLAMP USE FOR C -BEAM =
ol
CORNERS ARE _
CLIPPEDm
FLARED EDGES
j. N}' OFFICE
.. t
m
I N
z_ F :'f#41,
FLARED EDGES THREADED ROD OFFICE I a '
CLEVIS HANGER SIZE FOR
• LENGTH =TWICE INSULATION INSULATION ON PIPE PER PROJECT -; ��--"'
_ PLUMBING SYMBOLSLEGEND
OUTSIDE DIAMETER SPECIFICATION.
— o
SAN
SOIL PIPE OR WASTE PIPE
1 WHEN SPECIFIED FILLER IS NOT OF z,r
NOTES- ) ,V ITING
PROPER THICKNESS SUBSTITUTE ALL INSULATION PASSES THRU VENT PIPING
FULL LENGTH TURNED WOOD HANGER UNBROKEN
BLOCK FOR CALCIUM SILICATE :.::;::.: COLD WATER PIPING
2 OR FIBERGLAS USE FOAMGLAS OR ::.. . , OFFICE a
F .. _ OFFICE
I ICF HOT WATER PIPING
CALCIUM SILICATE THROUGH
HANGER VAPOR SEAL EDGES TO PIPE
BALI VALVE
` INSULATION. NOTE: PROVIDE PIPE SADDLE } r�,
CC)iF1 II_.l'� �.L
' •UNINSULATED LINES DO NOT MINIMUM TWO TIMES INSULATION WCO WALL CLEANOUT
REQUIRE SADDLE. DIAMETER FOR INSULATION LINES
CO CLEANOUT
TYPICAL HANGER DETAIL
VTR VENT.THROUGH ROOF
SCALE: NONE
WH WATER HEATER
a ,
SCALE: 1/4"=1'-0"
BY
REVIEW COMMENTS
02/05/2018
i
OD
i
T_
a
W
w�
T_
0n0
1 _
www V O (n
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Z m 00
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it
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0
0
a
� a
a
i`
a
a
MAXIMUM
PIPE/TUBING SUPPORT SPACING,
FEET
NOM. SIZE
THRU 3/4
1
1 1/4
1 1/2
2
2 1/2
3
4
5
6
8
10
12
14
116
18
20
24
PIPE :
7 FT.
7
7
9
10
11
12
14
16
17
19
22
23
25
27
28
30
32
TUBING
5 FT.
6
1 7
1 8
1 8
1 9
1 10
12
13
14
16
1 --
--
--
--
--
--
--
PLASTIC
ALL
4 FEET ON CENTER
NOTE: FOR TRAPEZE HANGER, USE SPACING OF SMALLEST SIZE ON TRAPEZE. SEE SPECIFICATIONS FOR ADDITIONAL
INFORMATION. ALL OTHER PIPING TO BE SUPPORTED/SUSPENDED/HUNG IN ACCORDANCE WITH CODE REQUIREMENTS
FOR . MATERIAL BEING SUPPORTED.
SCALE: 1/4"=1'-0"
BY
REVIEW COMMENTS
02/05/2018
i
OD
i
T_
a
W
w�
T_
0n0
1 _
www V O (n
LL
N
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J L0�L0
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�W �N�
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'
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i -m Q (o
JV �N(0
Z m 00
W
U
om � Yap.
it
-a
b
m
0
0
a
� a
a
i`
a
a
DRAWN
JDW
CHECKED
CHP
DATE
10/27/2018
SCALE
AS SHOWN
JOB NO.
N/A
.SHEET :
W
>
W
cU
Z
p
LL.
F_
0
�
j
ELO
O
J
0-
_ZQZ
z
<
z
LL
J_0w
U) -�
Z
Oin0-
Q
LL
LL
CO
O
N
z
F_
_
V
DRAWN
JDW
CHECKED
CHP
DATE
10/27/2018
SCALE
AS SHOWN
JOB NO.
N/A
.SHEET :
FIBERGLASS COLLAR W/ HANGER (TYP.)
MANUAL DAMPER
#12 GALVANIZED
STEEL WIRE WRAPPED
AROUND BAR JOIST
ATTACHED TO
el"STRUCTURE PER
SMACNA INSULATION
RECOMMENDATIONS 2" GALVANIZED
MIN 2" WIDE STEEL STRAP PVC PIPE
STRAP OR WIRE
BAND CLAMP HANGER (TYP.)
(TWIST LOCK) EVERY 5'-0" FEET
ATION
IG
4" GALVANIZED W/ DAMPER �� WALL CAP
WALL CAP
-
MAX. HALF OF
DUCT PERIMETER
4
t
-
MAX. HALF OF
DUCT PERIMETER
• � . = ice/ .
STRAP
MATERIAL
0
W W. Z .
0.0-
10'-0" SPACING
8'-0" SPACING
5'-0" SPACING
4'-0" SPACING
P/2
= 30"
1.5"
X 22
GA
1.5"
X 22
GA
1.5" X
22
GA
1.5"
X 22
GA
P/2
= 72"
1.5"
X 18
GA
1.5"
X 20
GA
1.5" X
22
GA
1.5"
X 22
GA
P/2
= 96"
1.5"
X 16
GA
1.5"
X 18
GA
1.5" X
20
GA
1.5
"X 22
GA
P/2
= 120"
1.5"
X 16
GA
1.5"
X 16
GA
1.5" X
18
GA
1.5"
X 20
GA
P/2
= 168"
1.5"
X 16
GA
1.5"
X 16
GA
1.5" X
16
GA
1 1.5"
X 18
GA
DUCT SUPPORT DETAIL
Ml SCALE: N.T.S.
ROOF STRUCTURE/ -ROD OR CHAIN HANGER
WITH SPRING -MOUNTED
VIBRATION ISOLATORS.
FIBERGLASS
DUCT HANDLING
(R.6) SUPPLY UNIT
�RA OPENING AT BOTTOM OF RA
PLENUM. PROVIDE FILTER AND
EGGCRATE GRILLE OF SIZE
r
INDICATED ON PLANS.
METAL SUPPORT
AUXILIARY DRAIN PAN W/ FLOAT
SWITCH TO SHUT DOWN UNIT IN THE
EVENT OF A LEAK.
NOTE:
DRAIN PAN: MIN. 2" DEEP, AND LESS
THAN 3" LARGER THAN UNDER COIL
DIMENSIONS IN WIDTH AND LENGTH.
NOTES:
1Q ROUTE CONDENSATE TIGHT TO STRUCTURE
W/ MIN. 1/8" SLOPE TO DRYWELL OUTSIDE.
PROVIDE P -TRAP W/ CO AT UNIT.
20 INSTALL UNIT IN STRICT ACCORDANCE WITH
MANUFACTURER'S SPECIFICATION AND
CLEARANCE REQUIREMENT.
03 FIRESTATS AND SMOKE DETECTORS
SUPPLIED AND INSTALLED BY HVAC
CONTRACTOR.
® ALL INSTALLATIONS SIMILAR. SEE PLANS
FOR DUCT SIZES.
A DUCT SUSPENSION DETAIL
M1 SCALE: N.T.S.
ev
M101
MECHANICAL PLAN
AN
SCALE. 1/4"=P-0"
1
BY
REVIEW COMMENTS
02/05/20.18
DRAWN
JDW
CHECKED
CHP.. `
DATE
10/27/2blA
SCALE
AS SHOWN `
' JOB NO.
N/A
SHEET
• � . = ice/ .
, Q
0
W W. Z .
0.0-
W-:
0 Q • . LI_
0�0 o
o
Q .z
Z.Z LLj
J W.O
_0
O
W �
lLL'o w - LL
N
V
DRAWN
JDW
CHECKED
CHP.. `
DATE
10/27/2blA
SCALE
AS SHOWN `
' JOB NO.
N/A
SHEET