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/ / / / / / 44*,
BENCHMARK fl
NAIL & DISC IN CURB
EL 100. 10' (NA W88)
6 4t
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103.68 TC
4e
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02. 40'
GRAPHIC SCALE IN FEET
0 15 30 60
LEGEND
� = m � PROPERTY BOUNDARY
PROPOSED TYPE "D"
CURB & GUTTER
STANDARD DUTY ASPHALTIC
CONCRETEPAVEMENT
(FULL REBUILD)
4
CONCRETE SIDEWALK
PROPOSED SPOT ELEVATION
__1 EP
EP - EDGE OF PAVEMENT
_XXXX
XXXX TC
TC - TOP OF CURB/CONCRETE
ME - MATCH EXISTING
mPROPOSED
STORM STRUCTURE
PROPOSED STORM PIPE
_p VVT-PVVT-
P OE - P OE - POE-
p ss - P Ss
x Wm
- X BE
X BE -
- X BT
X BT -
- X BFO
X BFO
x OE
X OE
x ss
x ss
PROPOSED WATERMAIN
PROPOSED OVERHEAD ELECTRIC
PROPOSED SANITARY SEWER
BURIED WATER LINE
BURIED ELECTRIC LINE
BURIED TELEPHONE LINE
BURIED FIBER OPTIC
OVERHEAD UTILITY LINE
EXISTING STORM LINE
SANITARY SEWER FORCE MAIN
"#'TURE TABLE
DETAILS:
PE V INLET
k: 10+01.78
4: 103.11
18" RCP INV: 94.46
PE V INLET
k: 11+27.37
4: 102.26
11811 RCP INV: 92.62
18" RCP INV: 92.62
NOTE:
REFER TO DETAIL 2 SHEET H-7 FOR CONSTRUCTION
OF CONCRETE WITHIN THE DRIP LINE OR ROOT ZONE
OF EXISTING TREES.
or ---IN
CALL 2 WORKING DAYS
BEFORE YOU DIG
IT'S THE LAW! Know whars below.
DIAL 811 Call before you dig.
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
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&
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PARCEL 2 ME - MATCH EXISTING
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_L STRUCrURE PROPOSED STORM STRUCTURE
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11 EP PROPOSED STORM PIPE
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93.� TC _X BT-X BT-
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3 TC
PARKING DETAIL #2 IC)
(SEE SHEET C-63 FOR DETAILS) 2.52 P x ss x ss
.02 TC
ACCESSIBLE ACCESS 'po 93.15 TC
92.44 EP
PARKING DETAIL #1 -92.74 EP
(SEE SHEET C- - -94.0- :
3 FOR FIETAILS) -65 RCP Is" 85.59'
960, 93.?� T(�; 92.94 TC
98.56 E
�94.Q6 T
4�'
INLET TOP--. -900 - -_ _ 1�
-97 0 - 93.18 EP
98.0 EL, 9 7 30, 93.56 EP
6-3.71 EP 94.06,TC 93.68 TC,7< -,92.0
- - - - - - - - - - 92.70
- - - - - - - - - - - - - - - - - - 3.20 TC
980
9,90 PROPOSED RCP JO 1E. 84.25
840 -
9-90-
- D HUMF
:_:� �' 1 93.61 EP
0 - - u _7\
PROPOSED 94.11 TC
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96.38
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103.93 4 97
102.02 Al
94.98
0 101 0 19
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1 94.82
0 . -�:: I " I , r . . E TABLE
STORM STRUCTUR
0 .5 95.22
DETAILS:
u-J) 94 3 STRUCTURE:
)0 96.
105.02
2
0.
I Q, >� TYPE V INLET
OAK 10 96.62 POND STA.: 13+16.61
AREA RIM: 99.40
105.18 99.95 97.49 95.54 -03
ST (S" 18" RCP INV: 90.73
V 97.64
10�.24 (NE) 18" RCP INV: 90.73
101.20 (SE) 12" PVC INV: 91.50
I 97.8\00
93.50 0
10 95.87 OF TYPE V INLET
STA.: 15+07.20
94.78
ST-04 RIM: 96.12
97.42 V (SW) 18" RCP INV: 88.83
9(.bb (NE) 18" RCP INV: 88.83
(10�76 97.03 94.27
94. 92.77
OAK 10 1, 8
10 3
TYPE V INLET
2.89 92.77 Z
00.91 95.61
100. i I I .
A- . S
TA.: 16+51.61
SEE SPLASH PAD DETAIL #3 1
_ '_' - -1 , \ ' ./ - v
ON SHEET �-63 RIM: 92.36
100.8 95.40 2.V( ST-05
.............
95.10
(SVV) 18" RCP INV: 87.38
(NE) 18" RCP INV: 87.38
.92
95.90 15.10 1 93.08
98
....... (NW) EX. 18" RCP INV: 87.:
ST. PETE TYPE 11 PRECAS
'8
STA.: 17+77.62
m
98.89 96.02 94.25 z ST-06 RIM: 92.90
94.31
94.66 (SW) 18" RCP INV: 85.23
4-
t 94.60 (NW) 30" RCP INV: 84.23
Piz'
(SE) 30" RCP INV: 84.23
YARD DRAIN
STA.: 13+38.47
RIM: 102.25
YD-1 (NW) 12" PVC INV: 93.49
(W) 10" PVC INV: 93 49
(SE) 8" PVC INV: 93.'49
6" SHOWER DRAIN
STA.: 13+50.81
YD-1A
RIM: 102.31
(NW) 8" PVC INV: 93.38
YARD DRAIN
YD-2 STA.: 12+82.91
RIM: 103.19
(E) 10" PVC INV: 94.77
PROPOSED WATERMAIN
PROPOSED OVERHEAD ELECTRIC
PROPOSED SANITARY SEWER
BURIED WATER LINE
BURIED ELECTRIC LINE
BURIED TELEPHONE LINE
BURIED FIBER OPTIC
OVERHEAD UTILITY LINE
EXISTING STORM LINE
SANITARY SEWER FORCE MAIN
NOTE:
REFER TO DETAIL 2 SHEET H-7 FOR CONSTRUCTION
OF CONCRETE WITHIN THE DRIP LINE OR ROOT ZONE
OF EXISTING TREES.
4,LL 2 WORKING DAYS
BEFORE YOU DIG
IT'S THE LAW! Know whars below.
DIAL 811 Call before you dig.
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
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ACCESSIBLE
ACCESS DETAIL #1
SCALE: 1 = 10'
Al
96.13
96 7 96
24.0'
TRAVELLANES 6.0'CONC. SIDEWALK
I r-.2.0'SOD
MILL 6 RESURFACE
-PROPOSED
GRADE
92
EL. 91.70
EXIST. GROUND
8" DI
88 88
"-EL. 88.17T
.,e--EL. 87.02
--------------------- ------------------------------------------------------- ----------------- / ---------------- ---------------------------------------------------------------- --- -- ---------------------------------
-------------- ------------------------------------------------------- - -------------------------------- ---------------------------------------------------------------- -------- �: ------------------------------
X
EX. 30" RCP EX. 30" RCP
------------------------------------------------------------------------------------------- ......... ---- ---------------------------- ------------------------------------- ------------------------------------------------------------------
84 -------- ------ 84
-- ------------ ------------ I- _j- -------------------------- --------------------- --------------------------------------------------------------------------
EL. 84.28 L. 8�.90 L. 84.17
80 80
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
17+77.60
STORM CROSSING
SCALE: 1 " = 1 O'HOR.
1"=2'VERT.
PROPOSED
SPEED HUMP
102.80
CID
'POINT
102.. 3
103.00
102.36 a�a�/
LL
a_
101.89
8�
101.80
1 \ \ ",-e %3-
101
101.75
101.67
Jd
101.69' 101.61
10, 1 1.66
I co I U I.DV 101.49
102.41
`A�
102.54
).78 102.55
103.25
102.72
102.95
. . ........
103.23
103.29 0
N
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1 103.4
102.89
103.44 01() 500/01
C5,
02
02.89D % 1 103
103.3 103.18
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103.22
-Q 03..!!�-\ 17 If
103.08 01 4
N. 103.03
()830/0
102.98
103.03 103.10
102.28
1 2.56 1b
2,1
102.43
.0
102.50 102.38
-24,3%,
� �O
101.85
SPLASH PAD DETAIL #3
SCALE: 1 " = 10'
LEGEND
PROPERTY BOUNDARY
PROPOSED TYPE "F"
CURB & GUTTER
LIMITS OF DISTURBANCE
CONCRETE SIDEWALK
4 <4
PROPOSED SPOT ELEVATION
EP
EP - EDGE OF PAVEMENT
_XXXX
XXXX TC
TC - TOP OF CURB/CONCRETE
ME - MATCH EXISTING
PROPOSED STORM STRUCTURE
PROPOSED STORM PIPE
-PWT-PWT-
PROPOSED WATERMAIN
POE- POE -POE-
PROPOSED OVERHEAD ELECTRIC
P SS - P SS
PROPOSED SANITARY SEWER
x Wm
BURIED WATER LINE
_X BE-X BE-
BURIED ELECTRIC LINE
_X BT-X BT-
BURIED TELEPHONE LINE
X 6F0 - X BFO -
BURIED FIBER OPTIC
X OE-X OE-
OVERHEAD UTILITY LINE
- - - - - - - -
EXISTING STORM LINE
_x SS_x ss-
SANITARY SEWER FORCE MAIN
101.44 \7
9
10" 101.53
"�Z- 101.48
10,
, �>
'7
1.47% 11-52%
101.27 \7
101.20
20 101.26 101.36
101.4 1014 1 101.25
5 'rjo >
010
101.08
10 .52 tl_�% 101.44
101.34
C101.26
7/
101.17
100.97
N
2.05 101.33
CALL 2 WORKING DAYS
BEFORE YOU DIG qp
IT'S THE LAW! Know what's below.
DIAL 811 Call before you dig.
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
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SHEET NUMBER
C-63
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LEGEND
PROPERTY BOUNDARY
PROPOSED RIBBON CURB
(PLAYGROUND PERIMETER)
STANDARD DUTY ASPHALTIC
CONCRETEPAVEMENT
(FULL REBUILD)
MILLING & RESURFACING
CONCRETE SIDEWALK
)(X.XX
<�)
PROPOSED SPOT ELEVATION
MAX EP
EP - EDGE OF PAVEMENT
XX.XX TC
TC - TOP OF CURB/CONCRETE
ME - MATCH EXISTING
PROPOSED STORM STRUCTURE
PROPOSED STORM PIPE
4" PERFORATED DRAINAGE PIPE
SEE SHEET H-7 FOR DETAILS
NOTE:
REFER TO DETAIL 2 SHEET H-7 FOR CONSTRUCTION
OF CONCRETE WITHIN THE DRIP LINE OR ROOT ZONE
OF EXISTING TREES.
UNDERDRAIN STRUCTURE TABLE
UNDERDRAIN STRUCTURE TABLE
STRUCTURE:
DETAILS:
STRUCTURE�
DETAILS:
CLEANOUT
12"X12" YARD DRAIN
GRATE: 93.55
GRATE: 93.48
CO-1
(S) 6" ADS INV: 91.15
YD-1
(SE) 6" ADS INV: 91.28
(N) 6" ADS INV: 91.15
(NE) 6" ADS INV: 91.28
CLEANOUT
12"X12" YARD DRAIN
GRATE: 93.60
GRATE: 94.51
CO-2
(SE) 6" ADS INV: 91.33
YD-2
(NW) 6" PERFORATED
(N) 6" ADS INV: 91.33
ADS PIPE INV: 91.61
(NW) 6" ADS INV: 91.61
CLEANOUT
GRATE: 94.27
12"X 12" YARD DRAIN
CO-3
(SE) 6" PERFORATED
YD-3
GRATE: 95.11
ADS PIPE INV: 91.40
(E) 6" ADS INV: 91.85
(NW) 6" ADS INV: 91.40
(" 6" ADS INV: 91.85
CLEANOUT
12"X12" YARD DRAIN
GRATE: 94.70
GRATE: 96.52
CO-4
(S" 6" ADS INV: 91.70
YD-4
(W) 6" PERFORATED
(NE) 6" ADS INV: 91.70
ADS PIPE INV: 92.12
(E) 6" ADS INV: 92.12
CLEANOUT
GRATE: 94.86
12"X 12" YARD DRA
-5
(NW) 6" ADS INV: 91.78
GRATE: 96.76
(SE) 6" ADS INV: 91.78
YD-5
(E) 6" PERFORATED
ADS PIPE INV: 92.40
CLEANOUT
(SW) 6" ADS INV: 92.40
GRATE: 97.24
12"X12" YARD DRAIN
CO-6
(W) 6" PERFORATED
ADS PIPE INV: 92.31
GRATE: 98.37
(E) 6" PERFORATED
YD-6
(NE) 6" ADS INV: 92.60
ADS PIPE INV: 92.31
(NW) 6" ADS INV: 92.60
CLEANOUT
12"X 12" YARD DRAIN
GRATE: 96.43
YD-7
GRATE: 98.22
CO-7
(N) 6" ADS INV: 91.70
(SE) 6" ADS INV: 92.70
(SW) 6" PERFORATED
12"X12" YARD DRAIN
ADS PIPE INV: 91.70
YD-8
GRATE: 97.20
CLEANOUT
(SE) 6" ADS INV: 92.04
GRATE: 95.87
12"X12" YARD DRAIN
CO-8
(W) 6" PERFORATED
ADS PIPE INV: 91.47
GRATE: 96.82
(NE) 6" PERFORATED
YD-9
(NE) 6" PERFORATED
ADS PIPE INV: 91.47
ADS PIPE INV: 91.86
(NW) 6" ADS INV: 91.86
NULLSTRUCTURE
Drain system for Playground Area-75
GRATE: 93.20
(S) 6" ADS INV: 91.97
12"X12" YARD DRAIN
(N) 6" ADS INV: 91.97
GRATE: 95.78
YD-10
(E) 6" PERFORATED
ADS PIPE INV: 91.63
HEADWALL
HEADWALL I
GRATE: 91.60
(S) 6" ADS INV: 91.63
12"X12" YARD DRAIN
GRATE: 93.49
(S) 6" ADS INV: 91.00
HEADWALL
HEADWALL 2
GRATE: 91.60
YD-1 1
(N) 6" ADS INV: 91.30
(SW) 6" ADS INV: 91 -00
(SW) 6" PERFORATED
ADS PIPE INV: 91.30
,CALL 2 WORKING DAYS
BEFORE YOU DIG
IT'S THE LAW! Know whays below.
DIAL 811 Call Wore you dig.
SUNSHINE STATE ONE CALL OF FLORIDA, INC* i
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NUMBER
C-64
ENGINEER'S NnTES:
1, DESIGN WIND SPEED: 140 MPHu(t / 110 MPHasol , 3 sec gust
PER ATC HAZARDS BY LOCATION
2. RISK CATEGORY PER FBC 17 GTH EDITION Table 1604,5 : II
3, EXPOSURE CATEGORY = iii
4, INTERNAL PRESSURE COEFFICIENT 0.18 (ENCLOSED BLDG)
5, COMPONENTS 9, CLADDING DESIGN PRESSURES PER ASCE 7-10:
FIGURE 30,5-1
(R 11 F1 F)
ZONE
11o:
+101-21
ps-F
ZONE
2a:
+10/-37
psf
ZONE
3a:
+10/-55
psf
(WALLS)
ZONE
4b:
+21/-23
psf
ZONE
51c:
+211-27
psf
GENERAL NOTES
BUSINESS GROUP B 393 SQ FT/100 4 PEOPLE PER TABLE 1004.1.2 FBC
GROUP S LOW HAZARD 2007 SQ FT/500 4 PEOPLE PER TABLE 1004.1.2 FBC
3 SUITES @ 2400 = 7200 SQ FT
INTERIOR REQUIREMENTS
FLAME SPREAD/SMOKE DEV.-EXIT ACCESS UNSPRK:TYPE ii FLAMESPREAD 26-75 SMOKE DEV. 0-450
FLAME SPREAD/SMOKE DEV,-EXIT ACCESS SPRK: TYPE "C' FLAMESPREAD 76-200 SMOKE DEV. 0-450
FLAME SPREAD/SMOKE DEV,-OTHER SPACES UNSPRKITYPE #C' FLAMESPREAD 76-200 SMOKE DEV. 0-450
FLAME SPREAD/SMOKE DEV.-OTHER SPACES SPIRKITYPE "C' FLAMESPREAD 76-200 SMOKE DEV, 0-450
X
TABLE 803,11
INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk
ZONING CLASSIFICATION1
BUILDING AREA: 7200 SQ.FT.
13UILDING USE: BUSINESS
SPECIAL OCCUPANCY: N/A
GROUP: GROUP B
TYPE OF CONSTRUCTION: 3B
MIXED CONSTRUCTION� NO
BUILDING HEIGHT: <35'
SPRINKLED: NO
APPLICABLE BUILDING CODES
TOTAL
FLORIDA
BUILDING CODE (FBC) 6th
ed. BUILDING (2017)
FLORIDA
BUILDING CODE (FBC) 6th
ed. MECHANICAL (2017)
FLORIDA
BUILDING CODE (FBC) 6th
ed. ENERGY (2017)
FLORIDA
BUILDING CODE (FBC) 6th
ed, PLUMBING (2017)
FLORIDA
FIRE PREVENTION CODE 6th
eol.(2017)
NATIONAL
ELECTRICAL CODE, 2014
E-DITION
FLORIDA
ACCESSIBILITY CODE 6th
ed. (2017)
AMERICANS
W/DISSABILITIES ACT (ADASAD),
ed, (2010)
FIXTURES SHOWN MEET REQUIREMENTS
GROUP
SPRINKLITRED
NONSPRINKLERED
Interior exit stairways and rcmpQsorrIdors
and exit passageways a, b
and
enclosure for exit
access stairways
and ramps
Rooms and
enclosed
spaceg
Interior exit stairways
ramps and exit
passageways a, b
a6drrIdors qnd
enclosure for exit
access stairways
and ramps
Rooms and
enclosed
spaces c
A-1 & A-2
B
B
C
A
Ad
Be
A-3f, A-4, A-5
B
B
C
A
Ad
C
(OB E, M, R-1
B
C
C
A
B
C
R-4
B
C
C
A
B
B
F
C
C
C
B
C
C
H
B
B
C9
A
A
B
B
C
C
A
B
B
1-2
B
B
B h.1
A
A
B
1-3
A
AJ
C
A
A
B
1-4
B
B
B
A
A
B
R-2
C
C
C
B
B
C
R-3
C
C
C
C
C
C
9
1 C
C
C
B
B
C
U
I No restrictions
No restrictions
For SI: 1 Inch = 25,4 mm, 1 square foot = 0,0929 m2.
a,C(ass C interior finish materials shalt be permitted for wainscotting or paneling of not more than 1,000 square feet of baippliIe " surface area in the grade
Lobby where applied directly to a noncombustible base or over furring strips applied to a noncombustible base and fire oc eel as required by Section 803.13.1.
b,In other than Group 1-3 occupancies In buILdIn s Less than three stories above grade ptane, Class B interior finish for nonsprinkLered buiLdings and Class C
Interior finish for sprinkLered buildings shalt b ge permitted In Interior exit stairways and ramps.
c.Requirements for rooms and enclosed spaces shalt be based upon spaces enclosed by partitions, Where a fire -resistance rating is required for structural
elements, the enclosing partitions shalt extend from the floor to the ceiling. Partitions that do not comply with this shalt be considered enclosing spaces
and the rooms or spaces on both sides shalt be considered one, In determining the applicable reTuirements for rooms and enclosed spaces, the specific
occupancy thereof shalt be the governing factor regardLess of the group cLassification of the It ding or structure.
dLobby areas In Group A-1, A-2 and A-3 occupancies shalt not be less than Class B nateriats.
e.Ci C Interior finish materials shalt be permitted In places of assembly with an occupant Load of 300 persons or Less.
fFor places of religious worship, wood used for ornamental purposes, trusses, paneling or chancel furnishing shalt be permitted,
g.C(ass B material is required where the bultding exceeds two stories.
h.Class C Interior finish materials shalt be permitted In administrative spaces,
I.CLass C interior finish materia(s shalt be permitted In rooms with a capacl t of four ersons or Less,
jC[ass B materials shalt be permitted as wainscotting extending not more t�an 48 inci s above the finished floor in corridors and exit access stairways and ramps,
kFinish materials as provided for in other sections of this code.
L,Applies when protected by an automatic sprinkler system InstaLLed In accordance with Section 903.3.1.1 or 903.3.1.2,
INTERIOR FINISH SCHEDULE
INTERIOR FINISHES TO BE DETERMINED BY OWNER
RESTROOM FLOORS TO BE A NON ABORBENT MATERIAL
RESTROOM WALL TO BE A NON ABSORBENT MATERISL
MINIMUM 480 A.F.F.
El IT10) =INg 91,4E09 *=I=
AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION 13
COMPLETE (INCLUDING LANDSCAPING AND IRRMATION) ANV SOILS DISTURBED AFTER THE
VERTICAL BARRIER 03 APPLIED, SHALL BE RE -TREATED
CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE
BUILDING SIDEWALLS
M I (a) I L
10AT00,111111TO-1 11, 1 �iii I i FAN
WIND
1611111 jj. PEIL. JOIJ F
COW*
WIND DESIGN ASSUMPTIONS:
BUILDING (EXPOSURE - 0
BUILDING RISK CATEGORY - It
MEAN ROOF HEIGHT W OR1ESS
HEIGHT la EXPOSURE ADJUSTMENT
COEFFICIENT a 1.0
ENCLOSED BUILDING
INTERNAL PRESSURE COEFFICIENT = +P 0 IF,'
. . . . . . . . . . 'Rt( —
W(VO-DO)IONZIL
2
ROOF OVERHANG
LOADS
N/A
.A 37.10W 5
-75.5
.0137AWA
A26.9
IMP,
it I E TIES TIF
k7it(0)F-AICO]r.illl[A\LTIMTIH-I PANWAIM]
01
D&TV04A
M. I "At
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.............
RM,
1FAWYA150AC6,00 IN.911*141094 _wz
gjN*
TOD
21 A-119WIT(O-TAT11060
IIVDEX S H T #
1, CFIVER
2, FLOOR PLAN
3, LIEHT PLAN
4, POWER PLAN
5, HVAC PLAN
6, FIRE SAFETY
7, UL SHEETS
uv;xw jjkATj:j1 �'7_4
CM (W zowird;uAl
KJR-i 0'FMC1AL--tL')QP
ALL WORK SHALL
WFA CODES COMPLY wl�rH
AND sTANDAI�DS
REVIEW DATE
UITYOFZEp'
FIRE AND LIFE SAFM
IN,
PARCEL: 19-26-22-0010-00000-0130
PLAN
ALL WORK SHALL COMPLY WITH PREVAIUNL,,
CODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE,
AND THE CITY OF ZEPHYRHILLS
ORDINANCES
I hereloy certify that I have reviewed this plan and found it to lo(
compliance with ASCE 7-10 and the Florida Building Code 2017 Sth Edi
David W, Smith, P,E, #
FA
ROOF DECK
mint I I I
z
:5
uj uj
- Ld
li V) F4
CONTINIOUS C—CHANNEL METAL TRACK ROOF DECK
FASTEN WITH #8-18 WAFERHEAD 120
SCREWS IN EACH TRUSS CONNECTION >
6' STEEL STUD 2 HOUR FIRE WALL
SEE U404
WALL TO HAVE R-19 INSULATION
DOUBLE
LAYER, FULL
HEIGHT 5/8"
TYPE X
GYPSUM
2 LAYERS 5/8x
BOARD ON GYPSUM BD
EACH SIDE OF
STU D WALL
PLAN VIEW I I I I �
STUD BASE DETAIL
FRAMING NOTES:
1. LATERAL BRACING OF WALL MAY NOT BE REQUIRED ON COMPOSITE WALLS. CHECK
WITH LIMITING HEIGHT TABLES AND/OR DESIGN.
2. GYPSUM BOARD MUST BE APPLIED FULL HEIGHT IN THE VERTICAL ORIENTATION TO
EACH STUD FLANGE AND INSTALLED USING MINIMUM #6 TYPE S DRYWALL SCREWS
SPACED A MINIMUM OF 12" O.C. TO THE FRAMING MEMBERS.
3. ADDITIONAL WALL BLOCKING IS REQUIRED FOR THE SUPPORT OF ITEMS ATTACHED
TO FACE OF WALL. SEE WALL BACKING DETAILS.
6 METAL STUD WALL
2 HOUR FIRE WALL
DETAIL A— A
A' �\TFFI '�TIID P HF111P FTI?F W41 I
ATTACH 8' STEEL TRACK TO EACH STEEL
��i In � I, I I — I 1 11 -1 1 - —1- 1 . . —1- A I: -
I LK
CEILING JOIST FRAYING PLAN
4,,
L
(1) #10 SCREW
PER STUD FLANGE
METAL STEEL STUB @ 16" O.C.
ENLARGED CIRCLE ""B"
FASTEN 5/8x GYPSUM BOARD TO STEEL
STUD AND RUNNER$ WITH 1" DRYWALL
�CpEq,, SSjr -C. MAX ON EDGES
N . E� �IEL%.
TYPICAL EACH SIDE
— METAL STEEL STUD @ 16" O.C.
CONTINIOUS C—CHANNEL METAL TRACK
,,-,"—FASTEN WITH HILTI X—U UNIVERSAL
KNURLED —SHANK PAF'S 0 24" O.C.
>) (EMBEDMENT = 1 1/4")
(1) #10 SCREW
PER STUD FLANGE
ENLARGED CIRCLE "All
01�
b METAL STUD WALL
(1) #10 SCRI
PER STUD FL
WITH JOIST
ABOVE)
CEILING JOIST DETAIL
,TTACH 8' STEEL JOIST TO TOP
IF WALL WITH FRAMING CLIP WITH
,—#BX3/41 SMS AT STUD AND TOP
!F WALL
TTACH 8' STEEL JOIST TO TRACK
ITH 1—#8X3/4' SMS EACH SIDE
FENER
TO 8"
ARGED CIRCLE I�U�
'AL STEEL STUD @ 16" O.C.
(ALIGNED
ITH JOIST
ABOVE)
CONTINIOUS C-CHANNEL METAL TRACK
FASTEN WITH HILT[ X-U UNIVERSAL
KNURLED -SHANK PAF'S 0 24" O.C.
(EMBEDMENT = 1 1/4")
ICRETE SLAB
ENLARGED CIRCLE "D"
WEB STIFFENER
�10 SCREW TO 8"
JOIST
00
EXISTING 14'X12' RIBBON FOOTER—
EXISTING PAD FOOTERS—/
40'--- i0l w
SUITE A SUITE B I
STUD SCHEDULE
FLOOR
SIZE/SPACING
BOTTOM TRACK
TOP TRACK
BRIDGING
NOTE
1ST
40OS162 — 43 (33) @ 16'
lkh %FACHI�7�1 TR
A 2 EJIP
TTOM St%
400TI25 — 43 (33). ATTACH
IF,�K 0.15
RAF EVE @ 11, )�.P'
40OT250 — 43 (33) SLIP
TRACK (7/8, MAX Go ;P
%p �O�YER,fVAON�LW/
E A
SIMPSON SUBH @ EACH
17'-0' MAX
EACH FLANGE
STUD
60OS162 — 43 (33) @ 16'
D.C. ATTACHED TO TRACK TOP
AND BOTTOM W/#12 SCREW
600TI25 — 43 (33). ATTACH
TO DECK W/(2) 0.157 X(—
PAF (I- EMBED) @ 16' 0'�'
6COT250 — 43 <33) SLIP
TRACK (7/8' MAX GAP
CRL L G�A�NELW/
ARE�01_ ER,_p
S AT AX
SIMPSON SUBH @ EACH
25'-0' MAX
EACH FLANGE
STUD
R-19 INSULATION
3 5/8' STRUCTURAL STEEL HEADER
3 5/8' STRUCTURAL STEEL STUDS
I AKROPikE RATED WALL SEE DETA
U404. WALL TO HAVE R-13 INSULAI
8' STRUCTURAL STEEL CEILING 1
HOUR FIRE RATED. SEE DETAIL L524
ATTACHED INSTALLATION SHEETS
%-35/8' NONSTRUCTURAL STEEL TRACK
WITH I-#IOXI' SDS AT EACH SIDE
OF STUD
3068 TYPICAL INTERIOR NON
FIRE RATED I LOAD BEA
DOOR /3 5/8' NON STRUCTURAL STEEL STUDS
R 16' 11. C. WITH 1/2' GYPSUM BD
AT EACH SIDE OF WALL
0. C.
-5/8x CEILING TYPE GYPSUM BOARD
//"��",'5/8x GYPSUM BOARD TYPICAL EACH SIDE
MIN R—lJ INSULATION
3 5/81_STRUCTURAL STEEL TRACK
WITH #IOX1' SDS AT EACH SIDE
OF STUD
3 5/8' STRUCTURAL STEEL STUDS
@ 16' 0. C.
1 HOUR FIRE RATED WALL SEE DETAIL
U404, WALL TO HAVE R-13 INSULATION
3 5/8;_STRUCTURAL STEEL TRACK
WITH #lOX1' SDS AT EACH SIDE
OF STUDS SECURE WALL TO SLAB
WITH MAShNRY SHOT PINS AT 16' 0, C,
EXISTING 6' THICK 3000W)sl CONCRETE
WITH WIRE MESH OVER 6 1 L VISQUEEN AND
CLEAN COMPACT TERMITE TREADTED SOIL.
BUILDING CUT SECTION DETAIL
EXISTING STEEL COLUMN BEAM
—EXISTINGCEILING INSULATION
FLOOR PLAN
EAVE HEIGHT @ REAR
EXISTING STEEL WALL PANEL
EXISTING WALL INSULATION
i L__7'��EXISTING 14'X12' RIBBON FOOTER
EXISTING PAD FOOTERS
I hereby certif y that I have reviewed this plan and f ound it to be in
comp(lance with ASCE 7-10 and the Roricla Bultding Code 2017 6th Edition
David W, Smith, RE, #53608
CD
SUITE
A
2007
WAREHOUSE
393
OFFICE/LOBBY/RESTROOM
= 2400
SUITE
B
2007
WAREHOUSE
393
OFFICE/LOBBY/RESTROOM
= 4800
EXTERIOR DOOR AND WINDOW SCHEDULE
PLAN
SIZE/TYPE
FRAME
HARDWARE
A
3/4'X7'O' GLASS STORE FRONT
BRONZE ALUMINUM
KEY CELINDER EXTERIOR
3'0'X7'0' FIXED GLASS
THUMB TURN INTERIOR
DOOR CLOSER
ADA LOW SILL
WIND PRESSURE +31, 38 —39. 37
U—VAL .45 MIN
SHGC .35 MIN
B
12' O'XIO' 0' COMMERCIAL
N/A
TYPICAL HARDWARE
RDDL UP DOOR
WIND PRESSURE +30. 0 —36, 70
C
3'0'X7'0' FLUSH HOLLOW METAL
STEEL
ADA LEVER KEY LOCK
DOOR CLOSER
ADA LOW SILL
WIND PRESSURE +33.63 —43.86
3-4.5 HINGES
INTERIOR DOOR SCHEDULE
PLAN
SIZE/TYPE
FRAME
HARDWARE
1
3/4' X7' 0' FLUSH HOLLOW METAL
STEEL
ADA LEVER KEY LOCK
1 HOUR FIRE RATED
I HOUR FIRE RATED
DOOR CLOSER
ADA LOW SILL
U-VAL = .35 MIN
3-4.5 HINGES
R-VAL = 2.85 MIN
2
3/4' X7' 0' FLUSH HOLLOW METAL
STEEL
ADA LEVER PRIVACY LOCK
3-4.5 HINGES
3
3' O'X7' 0' FLUSH HOLLOW METAL
STEEL
ADA LEVER KEY LOCK
3-4.5 HINGES
CHANCEY PARTNERS RICK COLLHARDT — DRAFTSMAN
3761 CORREIA DR 813-781-3651
ZEPHYRHILLS, FLORIDA rgollhardt@tampabay.rr.com
D.W.SMlTH,M.S.,P.E.#53608 FLOOR PLAN SHEET OF
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 2 OF 7
PROJECTS ENCIATEERINC CONSULTANT
9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 SCALE DATE JOB NO.
PHONE,813-469-2289 E-MAIL1 dwsf ipe@earthl ink, net DO NOT SCALE 9 OCT 2020
DESIGN/DRAWN CHECKED 2020-1003
ENGINEER LICENCE #53608 R. GOLLHARDT D.W.S.,p.e.
79
ELECTRICAL SPECIFICATIONS
1.1 SCOPE
A. WORK INCLUDED: Include the following Work in addition to Items normally part of this Section:
01 VAdng for lighting and power.
02 Installation of lighting fixtures with lampL
03 Lighting panalboarde and distribution ponelboards.
04 Connection of equipment shown.
05 Control wiring.
06 Disconnection and removal of existing fixtures and wiring not to be rou"d.
1.2 MINIMUM COMPLIANCE STANDARDS
A. AN work shall be done In accordance with the requirements of the following:
01 Florida Building Code Sixth Edition (2017).
02 Florida Building Code - Electrical Conservation Sixth Edition (2017). Section C405.
03 2014 issue of the National Electrical Code (NFPA 70).
04 All Receptacle Control to conform to ASHRAE Standard 90.1. 8.4.2. 2010.
05 Vf1ring In Patient Care Areas shall comply with NEC 517.
06 Other applicable NFPA Codes.
07 Regulation of local authorities having jurisdiction.
B. Furnish and Install all loborII material and equipment and services necessary for complete and
ode Installation of the electrical system Indicated on the drawings and noted In the
specificailone hereinafter. Electrical systems and equipment shall In general Include the following:
01 General provisions for electrical work.
02 Ming. distribution equipment and devices.
03 Lighting fixtures and lamps.
04 Grounding syrdern.
1.3 GENERAL PROVISIONS FOR ELECTRICAL WORK
A. DRAWINGS: Electrical drawings considered diagrammatic and Indicate general arrangement of work
and systems. Refer to ather drawings to verfly Wation of equipment. air- Check drawings of
allwr trades to vwffy exact space condition or underground line& Drawing Swiss prohibit the
Indication of all offeeft. fittings and accessories required. however the" Items will be
provided by We subcontractor at no extra cost to the owner.
B. OUALITY OF MATERIALS: Now. best of their respective kind. free from defects. and listed by
Underwdtses Laboratorlm Inc. or bearing their label.
C. SHOP DRAWINGS: Submit four (4) copies of shop drawings for lighting fixtures and ponelboords.
Obtain approval before equipment Is ordered. built or Installed.
D. EXCAVATION AND BACKFILLING- Excavate. backfill and restare surfaces for all electrical work.
E. Visit site and Inspect existing facilities before bid In order to ensure proper evaluation of
working conditions and location of existing equipme-t,
1.4 WIRING. DISTRIBUTION EQUIPMENT AND DEVICES
A. CONDUCTORS: Copper. In accordance with ASTM Standards. size references AND. Conductors No. 10 and
smaller size solid. No. 8 and larger stranded. Insulation of conductor thermoplastic. type THHIN
(min. she: No. 12) any wire Installed outside, underground. In dabs. or exposed to moisture
shall have THINN Insulation.
B. RACEWAYS: RIGID STEEL CONDUIT, full weight pipe galvanized. threaded. and minimum 1/2 Inch except
as noted or required for wiring. ELECTRICAL METALLIC TUBING (EMT). thin wall pipe, galvanized. threadless.
cornresslon fittinge. and minimum 1/2" except as noted or required for wiring. FLEXIBLE STEEL CONDUIT,
continuous singlestrIp. galvanized. and minimum 1/2' sin except as noted or required for wiring. PVC
CONDUIT, heavy duty type. size as Indicated Separate raceways shall be used for each vofte" system.
Type AC or MC Cable where permitted.
C. DISCONNECT SWITCHES: General Duty. horsepower rated for motor loads 600 or 250 volt rating, fu@W
or non-lused as noted; number of poke as Indicated. cover Interlocked with switch. Enclosure
NEMA 1 for Indoor use and NEMA 3R for weatherproof applications. Switch to be Square W or equal.
D. CIRCUIT BREAKERS: Molded case. thermal-magnstle quick -make. quick -break. bolt -on type with
manually operated insulated Ibip-fror handle. Multi-polle types with Internal common trip bar.
Terminals suitable for copper or aluminum conductors. Interrupting capacity minimum 10.000 RMS
symmetirical amperes circuit breakers to be Square IV or equal. type as required.
E. PANELBOARDS. Voltage. phasing and ampers ratings an Indicated. circuit breaker iyps as Indicated.
busbars of hard drawn copper. minimum WX conductivity, galvanized stsel back box. door and trim.
All comers lapped and welded. hardware chrome plated with flush lack and catch. Hinges serni-
concealed, 5 knuckle steel with nonferrous pins. 180 degree openings. Minimum gutter Waco 5-
3/4' sides. top and bottom. Increase @I= where required by code. Directory holder complete
with clear plastic transparent a~ Indicating "werItten list of feeder cables, conduit sizes,
circult numbers. outlets of equipment supplied. and their location. Circult breaker type
ponelboards to be Square 'D" type NOOD or I -Lino. or equal. A plastic MW shall be located on extolor of
parvelboard Identifying the system voltage, ptme. and current rating.
F. VARING DEVICES:- All devices the product at the earns manufacturer. Wall switches sIngle pass. 20
ampere. 120 volt. Wall switches three-way. 20ampere, 120 volL Receptacles duplex, 2 wire; 3
pole grounded. 20 ampers. 120 volt.
G. DEVICE PLATEL- Provide for all outlets whom devices are Installed. Provide engraved marking for
special outlets. Provide blank plain for empty or future outlet boxes. DEVICE AND DEVICE PLATES
COLORS TO BE VERIFIED WITH INTERIOR DEMER AND OWNER.
1.5 LIGHTING FIXTURES AND LAMPS
A. Furnish and Install complete system of lighting fixtures, lam^ accessories and supports an
specified and Indicated. Submittals of equal quality are allowed.
1.6 GROUNDING SYSTEM
A. EQUIPMENT- Ground non -current carrying metal parts of ponsiboard. raceways and all lighting
fixtures. AN conduits shall have equipment grounding conductors.
1.7 INSTALLATION
A. Secure all supports to building structure. Support horizontal runs
of metallic conduit not more than 10 feet aporL Run expand mc*woyv parallel with or at right
angles to walls.
B. Pon raceways over water. @tsom or other piping when pWI boxe@ am not required. No raceway
within 3 Inches of steam or hat water pipes, or appliances, except craWnge woo raceway shall
be at least 2 Inch" from pipe cover.
C. Cut conduit ends square, room smooth. Point trials threads of field threaded conduit with graphite
base pipe compounrl. Dmw up tight with conduit couplkW.
0. Leave wire sufficiently long to permit making final connectlonL In raceways over 50 fed in
which wiring Is not Installed, furnish pull wire.
E. Verify locations of outlets and switches.
F. Support panel, junction and pull boxes Independently to building structure with no weight bearing
on conduitL
0. Connect conduit to motor conduit terminal boxes with flexible conduit. minimurn 18 inches in
length and 50% slock. Do not terminate In or fatten raceways to motor founda".
H. Contractor to remove and salvage all abandoned electrical equirnant.
1. This contractor shall warrant all labor and materials for one year from date of final written
acceptance.
J. Owner assumes responsibility to do periodic maintenance on all Aluminum Wire Connections and will
provide a signed letter to attest to this agreement.
K. Contractor will provide to the Building Owner. within 30 days after the date of the system acceptance. record
drowimp of the actual Installation Documents and Manuals per C405.6.4
L Contractor shall provide construction documems that certify lighting contrals mest performance "its& of
Section C405 of the Florida Building Code Sixth Edition (2017) Energy Conservation, and provided to the
Building Owners within 90 days of receipt of the Cortificate of Occupancy per C408.3.2 of the same code.
1.8 LOW VOLTAGE
A. Low Voltage wiring drawings to be provided by others.
ELECTRICAL SYMBOLS
SIM — mmum. MOTOR sTwrER Sam Ais REQUIRED
S3D— -3-WAY SINGLE ME DIMMER SWITCH (O-1OV OR LINE VOLT. AS REQUIRED)
SD — SINGLE POLE DIMMER SWITCH (O-10V OR LINE VOLTAGE AS REQUIRED)
S*_ 3-WAY SINGLE POLE TOGGLE SM704 W/PlLOT LIGHT
5 — SINGLE POLE TOGGLE SWITCH
S3 — 3-WAY W40LE POLE TOGGLE SWITCH
SO — -0/b- INDICATES LIGHTS TO BE SVITICHED
(%.b — OCCUPANCY SENSOR W/TWO LEVELS OF LIGHIIING LINE VOLTAGE
— TIME CLOCK wmDE Swim (MAX. 2 HR)
— LINE VOLTAGE WALL MOUNTED OCCUPANCY SENSOR
— LINE VOLTAGE CEILING MOUNTED OCCUPANCY SENSOR
— LINE VOLTAGE CEILING MOUNTED OCCUPANCY SENSOR (LARGE RESTROOMS)
— LINE VOLTAGE WALL MOUNTED OCCUPANCY SENSOR (SMALL RESIROOMIS)
L�MOUNTM OCCUPANCY SENSOR W/2 LIGHT CONTROL
0 — WALL MOUNTED OCCUPANCY SENSOR (CLOSETS)
Q) — WALL MOUNTED DIMMABLE OCCUPANCY S84SOR
VERIFY LINE VOLTAGE OR O-10V
411 — MANUAL "ON" OCCUPANCY SENSOR
MANUAL *ON" DIMMABLE OCCUPANCY SENSOR
VERIFY LINE VOLTAGE OR O-1OV
0 — U14E VOLTAGE CEILING MOUNTED OCCWANCY SO4SOR FOR RECEPTACLES
DAYLG*T SENSOR
SPLIT DUPLEX MPTACLE HALF ON J&E OR OOCUP
IM A6A&T%W..
RECEPTACLES BE MARKED TO I ATME MTHAT THEY
& .4'1 P
CYM %W&$
A%O %r
A%%�RTRRU
ART%NWM.
F& CU
RMAC WB?N KWPONKAW T&A4%MRbONCr%M.`ED
SIMPLEX RECEPTACLE
DUPLEX RECEPTACLE
QUADRAPLEX RECEPTACLE
FLOOR BOX W/DUPLEX RECEPTACLE. LOCATIONS TO BE VERIFIED W/OWNERS
FLOOR BOX W/QUADRAPLEX RECEPTACLE. VERIFY LOCA71M W/OWNERS
MONITOR CABLEAERIFY TERMINA71ON W/OWNERS
On — GROUND FAULT INTERRUPTER
WP — WATER PROOF 311 NEMA 31t
W — NON -FUSED NL NIGHT' LIGHT
— DISCONNECT SWITCH
— ELECTRICAL PMIELBOARD
EMERGENCY LIGHTING/EXIT SIGN W/BATTERY BACKUP
EMERGENCY LIGHTING-W/BATTERY BACKUP 3
TC — TIME CLOCK
— PHOTO ELEMIC SENSOR
— 208V 30 RECEPTACLE
I— CONDUIT IN FLOOR
RC — RECEPTACLE CONTACTOR
— 208V RECEPTACLE - VFRIFY
2 VOICE (CAT 5)/2 DATA (CAT 6) OUTLET
DATA & COMMUNICATIONS TO BE VERIFIED W/OWNERS
RESTROOM EXHAUST FAN
NOTE:
Occupancy sensors are to be 'OocuponqVVaoancy Sensors unless indicated
otherwise. Is: "Manual On* to a Vacancy sensor w/outo off.
MARK
MFG CATALOG NUMBER
LAMPS
REMARKS
QUANITY
A
METALUX 24FP4735C
40.4W/LED
LAY IN
5 PER UNIT
B
METALUX 4BCLED-LD4-32SL-F-UNV-GL-L835-CD1-U
32.5W/LED
WALL
PER UNIT
C
METALUX 8ST2L8040R
78.2W/LED
STRIP
10 PER UNIT
D
EATON WP1135LPC (W/DUSK TO DAWN
CONTROL) 13W/LED
WALL
14
E
LUMARK WPSLED-30-GL-UNV
27W/LED
WALL PACK
2
X-1
SURE-LITES LPXC50SD
LED
EXIT/EMERG. LIGHT
X-2
SURE-LITES APELH2
LED
EMERG. LIGHT
NOTES:
1. ALL LIGHTING AND SWITCHING TO MEET
FLORIDA ENERGY CODE REQUIREMENTS
2. ALL LIGHTING TO BE VERIFIED WITH OWNERS BEFORE PURCHASE
3. LAMP COLOR INDEX IS TO BE VERIFIED
W/OWNERS BEFORE PURCHASE
4. ALL EMERGENCY LIGHTING TO BE WIRED
AHEAD OF ANY SWITCHING OR
TIME CLOCK/LIGHTING
CONTRACTORS
5, OTHER LIGHT FIXTURES BEING EQUAL AND APPROVED BY OWNER ARE PERMITTED
6. CONTRACTOR TO VERIFY STEM MOUNTS
7. VERIFY W/CONTRACTOR IF STEM OPTIONS REQUIRED
mm mm mm
SUITE SUITE B �
LIGHTING PLAN
I herelay certif y that I have reviewed this plan and f ound it to lo
compliance with ASCE 7-10 and the Florida Building Code 2017 6th Ed
David W, Smith, P.E. #
in
!on
3608
ENGINEER
LICENCE #53608
CHANCEY PARTNERS
3761 CORREIA DR
ZEPHYRHILLS, FLORIDA
D.W.SM1TH,M.S.,P.E.#53608
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENGINEERING CONSULTANT
9909 WALLASTON DRIVE—DADE CITY,FLORIDA 33525
PHONE:813-469-2289 E-MAIL: duftpeliearthlinknet
RICK GOLLHARDT - DRAFTSMAN
813-781-3651
rgollhardt@tampabay.rr.com
LIGHTING PLAN SHEET OF
3 OF 7
SCALE DATE JOB NO.
DO NOT SCALE 9 OCT 2020
DESIGN/DRAWN CHECKED 2020-1003
R. GOLLHARDT D. W. S., p. e.
T___77TF__1FF i F— --------------------- TI-1—
Square D 'Easy Motor Pack" (or equal).
120/208V 30 4 Wire SN In and
120/208V 30 4 ffire SN mA to Sultes.
100 SOA h
120/,
6(11%ldl 30
Suite-
106/3--7 SN
ul V,2
i I K,
400A
In Fund
canned 'u
6EP,
Dand
120/200Y 30
Utlliuty Xfmr.
2 Sets ea. (4)5OOKcm1I.3.VC
Aluminum
Ext.
Lts.
(3)6,5N.1OG,1-C
Pons! Ll
Panel L2
Suite 101
Sult@ 102
IOOA MLO
IOOA MLO
120'2Z
%
' 20/41%
I
30 4
30
SN
SN
(3)1,IN,4G.2*C
(3)2.2N.6G.2"C
roundin 2 CU
"t.'*lm,%t I water line
and bulkilrutsel In accordance
with NEC
Bond to C losed
Steel llsba�: CmWlln. P41 in
Me. Found per N�,
WE 250.50
Minimum (2)5/6"0 r Clad
Ground Rods spacedVe aparL
ELECTRICAL LOAD CALCULATIONS:
BUILDING SERVICE
EXTERIOR BUILDING LIGHTS KW
Exterior Building Lights .24
.24
Continuous Load - 0.24 X 1.25 .30
RECEPTACLES Est. (4) 0 180 -
Sil 101 THRU 107
7 Sultes x 12.74
0.72
Sub Total 0.72
D -'AM
2-USERD V%
ELECTRICAL LOAD CALCULATIONS:
TYPICAL SUITES I THRU 7
LIGHTING
KW
1238 Sq. Ft. Warehouse 0 .95 watts per
1.18
359 Sq. Ft Office 0 1.11 waft per
0.40
53 Sq. Regtroom 0 .98 watts per -
0.05
Table C405.4.2(2) F-SC FnwW conservation
1.63
Continuous Load - 1.63 X 1.25
2-04
Sub Total 2.04
RECEFIACLES
2.4a
89.18 HVAC
Sub Total 89-18 (1) HP 0 2330
(1) AM 0 458 -
MLSCELLANEOUS
Building Signage 1.50
Future Equipment 5.00
Total 96.70
96.70 KIN 0 120/208V 30 4 Mrs SN - 268 Amps.
Service - 400A 120/208V 30 4 Mrs SN
2.33
0.46
Sub Total 2-79
MISCELLANEOUS
(1) Warehouse Fan 0528 .53
MWater Heater 3.40
1 Sign 0 1500 1.50
Total 12.74
12.74 KW 0 120/208V 30 4 Mrs SN - 35 Amps.
Service - IOGA 120/205V 30 4 Wire SN
PANELS "Ll THRU 1.7" SCHEDULE 10.000 AJC
SERVES
LOAD
CB/P
CKT
B/P
LOAD
SERVES
I
OA OB OC
OA 1 08 1 0C
Spare
20/1
1
2
'30 1
3400
Water Heater
Office/Lobby Lights
Wo house Lights
355
782
20/1
20/1
3
5
4
6
20 1
1
1500
An
'20
720
tee Receptacles
Space
7
8
Space
9
10
20/1
860
Warehs/DF Recept.
11
12
20/1
360
Lobby Recept.
13
14
Space
Wai shouse Fan
528
15/1
15
16
1
Spq ice
17
IS
20/1
540
Warehouse Receptacles
19
20
Space
21
22
HP
1165
20/2
23
24
1
1165
1
25
26
AH
230
15/2
27
28
1
1
1
1 230
1
29
1 301
Sub-Tot.1 1165 11113 12177 t3ZOf2360,16201
Total 45r,5 13473 13797 1 11 &35 - 38 Amps Connected (Highest Phase)
12119 - 38 Amps Demand (Highest Phase)
Notes: IOOA MLO 120/208V 30 4W SIN
Lockable Brooker
PANEL 'HP" SCHEDULE 10,000 AIC
SERVES
LOAD
CB/P
CKT
B/P
LOAD
I
SERVES
OA OB *C;
#A OB I OC
Ext. Bldg. Lights
236
20/1
1
2
20/1
Spare
Space
3
4
20/1
1500
Monument Sign
5
6
20/1
900
Exterior Receptacles
7
8
"2611
Spare
9
10
Space
11
12
1 1
Sub -Total 23610 . 10 115WI 9001
TC 2636 : 13 Amps Connected (Highest Mase)
---- 14 Amps Demand (Highest Phase)
Notes: 60A MLO 120/203V 30 4W SN
2X SERVICE/FEEDER VOLTAGE DROP CHAR
This chart Is bond on a 268 Amp Demand, 200V 30 Service from Utft
Xftm to Motor Center/Brookers. Then from 100/'3(0 SOX) Bkr. to Pond LI,
Suite 101(80 Amps).
WIRIE TYPF AND SUE
UTILITY XFMR. TO WIREWAY
(2) 500kcmll 7TC THW/MWN Mrs (At) 150 1.47 .71
1OOA CB 'TO PANEL Ll
I 75!C THW/TWN Wire 115 2.46 1.18
VD 1.47 - 0.71X 0 206V
VD 2.48 - 1.1 8X 0 208V
TOTAL VD &93 - 1.89X 0 208V
Chort Indicates distance with load as shown. Should total distance exceed
what Is Indicated it Is to be brought to the attention of this Engineer.
NOTE.- AN w1ro Copper unless Indicated otherwise.
2X SERVICEZFEEDER VOLTAGE DROP CHART
This chad Is ' % on a 268 Amp Demand. 2015V 30 Service from Utility
Xfmr. to Motor Center/Brockers. Then from 100/3(9 eM 6kro. to Panel
L3, Suits 103, and Panel L6. &file 106(80 Amps sa.).
WIRIE TYPE AND SIZE
UTILITY XFMR. TO WIREWAY
(2) 500kcrrdl 7FC THW/TWN Mrs (AL) - 150 1.47 .71
1 ODA C8 TO PANELS L3. AND LO
3 73'C THW/TWN Wire - 65 2.21 1.06
VD 1.47 - 0.71X 0 208V
VD 2.21 - 1.06X 0 208V
TOTAL VO 3.68 - 1.779 0 208V
Chart Indicates distance with load as shown. Should total distance exceed
what Is Indicated it In to be brought to the attention of this Engineer.
NOTE. AN wire Copper union Indicated otherwise.
3X EQUIPMENT VOLTAGE DROP CHART
This chart Is based on a 20 amp single pole
breaker load at maximum (16 ampa)
120/208V 30 Service.
WIRE TYPE AND S17E zm
112 75-C THW/TIM Mrs - 114
j1O 7FC TW/rrlWN Wire - 181
8 7SC THW/rHWN Mrs - 288
NOTE -
This chart is 'Worst Cose. Actual length of wire
when calculated from load to load and how the
conduits are run can vary from this chart.
L1-35,37 L2-35,37 1-3-35,37
(2) 12,120,3/4'C (2) 12,120,3/4-C (2) 12,120,3/4'C
SUITE A� SUITE B
2N SERVICEZFEEDER VOLTAGE DROP CHAR
This chart in I a a on a 268 Amp Demand, 208V 30 Service from Utility
Xfmr. to Motor Cerftr/Breakem Then from 100/3(0 NX) Mrs. to Panel
L2. Suite 102. and Panel L7. Suite 107(80 Amps ea.).
WIRE TYPE AND =
LITIL" XFMR. TO WIREWAY
(2) 30okemi 7WC THW/THWN Mrs, (AL) - 150 1.47 .71
1 ODA CO TO PANELS L2. AND L7
2 75!C THW/niWN Mro - so 2.42 1.17
VD 1.47 - 0.71X 0 208V
VD 2.42 - 1.17X 0 208V
TOTAL VD 3.89 - 11.8n 0 208V
Chart k4loates distance with load as shown. Should total distance exceed
what is Indicated It Is to be brought to the attention of this Engineer.
NOTE. All wire Copper unless indicated otherwise.
2% SERVICEIFEEDER VOLTAGE DROP CHAR
This chart Is bond on a 208 Amp Demand. 208V 30 Service from Utility
Xfmr. to Motor Conter/Broakers. Then from 100/3(o 80%) Bkrv. to Panels
L4, Suite 104, and L5 Suite 105(80 Amps so.).
WIRE TYPE AND S17F EM A I=
UTILITY XFMR. TO WMEWAY
(2) 500kcrnif 75'e THW/THWN Mro (AL) 150 1.47 .71
100A C8 TO PANELS L4, AND L5
3 7FC THW/FHWN Wire - 50 1.70 .82
VD 1.47 - 0.71X 0 2011V
VD 1.70 - 0.82X 0 206V
TOTAL VD 3.17 - 1.53X 0 205V
Chart Indicates distance with load as shown. Should total distance exceed
what in indicated R Is to be brought to the attention of this Engineer.
NOTE. All wire Copper unless indicated otherwise.
SHORT CIRCUIT CALCULATIONS:
NEW SERVICE
SC - 278M Oftrot egg)
1 + 1-7,32(150)(27825)
2(2130)(208)
1 SC - 15353.5 AIC 400A Main Fused Disconnect
I SC - 4000.0 AIC Lot Thru Current 0 400A Fused disc.
W/400A Class T JJN Fuses
I SC - <10000 AIC Pareele L1, L2. L3. L4, L5. I.G. L7. and HP
SUITE B
SUITE A
PO WER PLAN
CHANCEY PARTNERS RICK COLLHARDT - DRAFTSMAN
3761 CORREIA DR 813-781-3651
ZEPHYRHILLS, FLORIDA rgollhardMampab ay. rr. com
D.W.SM1TH,M.S.,P.E.#53608 POWER PLAN I SHEET OF
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENGINEERING CONSULTANT
4 OF 7
I hereloy certify that I have reviewed this plan and found it to loc in
compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edi tion
David W, Smith, P.E. #,'-)3608
ENGINEER LICENCE #53608
9909 WALLASTON DRIVE-DADE_CITY FLORIDA 33525 SCALE
PHONE:813-469-2289 E MAIb �ws�lpe@earth link, net DO NOT SCALE
DESIGN/DRAWN
R. GOLLHARDT
DATE JOB NO.
9 OCT 2020
CHECKED 2020-1003
D. W. S., p. e.
CEILING EXHAUST FAN DETAIL
NTS
WW CAP
ZCELINQ%ow
MIK
DWI
FRW
DOWN!
FAN
-Ex
caum
Grau
1. AM MECHAIkIICAL EQUIPMENT $HALL W PRMDED WITH PROM CLEARANM
A MIN. OF 4 INCHES ON EACH SIDE 18 SUFFICIENT. 2017 F.LC.M. SEC. SO&I.3
1 ALL DUCT SYSTEMS INSTALLED IN"NON4XINDITIONED" AREAS SHIALL BE CONSTRUCTED WITH APPROVED MATERIAL AND
OF A VALUE OF NO LESS THEN R-S RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAIS A MASTIC MW
APPROVED TAP0 THAT EXTEND NOT LESS THAN I INCH AND LABELED IN ACCORDANCE WITH THE UL48% PART i FOR DUCT BOARD
OR UL 18%. PART I FOR FLEX ALL CLOSURES 100% AND INSTALLATIONS BE INSTALLEDAS PER 2017 FAW.M. CHAPTER 6. SM W
ALL THRU-WALL, RDOR A CEILING PENETRATIONS INTO THE DUCT NOTION SHALL CONTAIN AGRANCH DUCT FABRICATED OF RIGID FIBROUS GLASS DUCT BOARD
OR RIGIO MEIALAND 18 SEALED TO BOTH DUCT SECTION AND GRILLE WE WALL SURFACE. THE BRANCH DUCT SHALL BE FABED. AND ATTACHED
IN ACCORDANCE WITH MOD&3 OR MGM42 RESPECTIVE TO THIE DUCT TAPE USED
&ALL DUCTTRUNK 90 DEGREE TURNS OR I SHALL HAVE TURNING VANES. 3 PIECE OR 45 DEGREEIURN8 CAN BE USED IN
RACE OF 00 DEGREE TURNS AND DO NOT NEED TURNING VANES.
4. ALL REGISTERS. GRLLEO & DIFFUSERS MUST BE TESTED IN ACCORDANCE WITH ASTM E $4. AND VOLUME DAMPERS OR
OTHER MEAN$ OF SUPPLY AIR AOAJ8TMENT SHALL BE PROVIDED IN DUCTIll OR AT EACH INDIVIOUAI. REGISTER GRILLE OR DIFFUSER.
L Aft DISTRIBUTION SYSTEMB EXCEEDING SM SQ.FT SMALL BE TESTED. ADJUSTED. AND L41 AMCED BY A I ICENSED ENGINEER OF THIS STATE A
CURRENT CERTIFIED ORGANIZATION. (SEE ENGEPTIOW
!=I) BUILDINGS WITH CAPACrM OF 15 TONS OR LESS "PER 4YSTEM` MAY 13E IESI AND BALANCED BYTHE LICENSED MIM CONTRACTOR.
CAPACITIES OF W000 BTUIH OR LESS MM BMW ARE MMWr. MQC. 21"7, SEC. 5=29.1
DOOLIM&I It4t)LILMRE"QUINTHMAT ALL WAC SYSTEMS BE BALANCED SERVING ZONES EXCEEDING.
6. AIR HANDLERS (OVER 20M CFM) SHALL HAVE A SMOKT-- OETECTOR ININTALLED IN THE "MY. FA.C.M. 2017 CHAPTER 6. SEC, WMI.
WHEN TWO AIR HANDLERS SHARE A COMMON SUPPLY OR RETURWAIR DUCr OR TLEMUN" AND THE TOTAL CPJ3 ARE GREATER THAN 2000.
A SMOKE DETECTOR SHALL BE INSTALLED IN THE SUPPLY AND RETURN AS PER F BA.M. 2017 8190. WS2.3 AND BE IN ACOORIW4CE WITH NFPA 72
SMOKE DETECTOR TEST STATONS WALL HAVE A TROUBLE INDICATOR LIGHT. INUNDATING ANY AIR DUCT TROUBLE NFPA ODA 2002, CHAPTER 0
NOTE: A"PLEMUW CAN NOT SE USED AS AN OCCUPANCY SPACE OR STORAGE AREAS. AS PER. NFPA4KA. SEC. 4A10.1.1
FIRE DAMPERS, SMOKE DAMPERS, COMBINATION FIREISMOKE DAMPERS AND CEILING DAMPERS LOCATED WITHIN AIR DUCTS
MUST BE INSTALLED BY MANUFACTURERS OPECIL AND BE TESTED IN ACCORDANCE WITH UL SW AND THIE F.ILC.M. 2017 CHAPTER S. SEC. 9072
ALL DAMPERS LOCATED AT CEILING OR WALL PENETRATIONS MUST HAVE ACCESS DOORS TO RESET DAMPER.
UNLESS THE DAMPER 0 IN THE DIFFUSER THAN IT CAN BE RESET THRU THE DIFFUSER
SMOKEWWPERS IN A DUCT MUST HAVE A DETECTOR WITHIN 5 FT. OF TREMAMPER WITH NO AIR INLETS OR OUTLETS BETWEEN THEM.
POR FIRE AND SMOKE DAMPER ACTUATION METHODS REFER TO F LCJA 2017 CHAPTER 6. SEQ. SWA3`12 AND W?-%U
• ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCETO FJLQM. 2017 CHAPTER 8.
• FRESH AIR INTAXES $HALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT CUTLET. OR SANITARY 8 VENTOUTLEr.
ALL OUTDOOR INTAKES AND EXHAUITTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPEROTHOLT CAN WI I VENTILATION NOT OPERATING. F E.C.C,2017, SEO.40L5
ft ALL EXIAUST DUCTS, SHALL SE CONSTRUCTED OF METAL AM COMPLYWITH F.B.C.M. 2017 CHAPTER IL SEC. GNA
11. BATHROOMS CONTAINING BATHTUBS. SHOWERS. SPAS AND SIMILAR LXTHINQ FDMIRES SHALL BE ME(*IANICALLY VENTILATED.
*EXCEPTION' RESIDENTIAL BATHROOM HAVING NO LEES THAN 4 PERCENT OF FLOOR SPACE. FJLCAL 2017 CHAPTER 4. SEC. 402.3
12. ALL EXHAUSTED BATHROOMS, CLOSETIS A STORAGE ROOMS SHALL HAVE LINDER CUT DOORS OR A METHOD
FOR MAKE UP AIR TO BE RETURNED EQUALTO THE AMOUNT OF OVS EXHAUSTED. FALCAL 21317 CHAPTER 6, am eel A
CONDENSATE FROM ALL COOLING COILS AND EVAPORATORS SHALL BE CONVEYED FROM THE DRAIN PAN OUTLET TO AN APPROVED PLACE OF DISPOSAL.
CONDENSATE $HALL NOT DISCHARGE INTO A STREET. ALLEY OR 07HER AREA AS TO CAUSE A NUISANCE. T TERMINATE A MIN. OF Ir FROM EXT. WALL
CONDENSATE DRAIN LINE SHALL NOT BE LESS THAN X4 INCH DIAMETER AND $HALL NOT DECREASE IN SIZF2017 F.LCAL CHAPTER 3. SEC. 307
a
PER AUTHORITY OVER AIRISDICTION CONDENSATE DRAIN MAY DRAIN TO A WORM SYSTEM, UTILITY SINK SEWER BY APPROVED MEANS.
.2DI
ALL HORIZONrAL LINEWITHIN UNCONDTI`IONALAREA SHALLSE INSULATED.A8 PER FA.C. .2Dl?CIWTER3,8W_30T
AUXLIARYDRA114=ORY U DRAIN Lum MAYBE REQUIRED WHERE DAMAGE TO ANY BUILDING MAYREOULT FROM OVERFLOW ORANYSTOPPAGE.
AUXILIARYDRAIN PAN MUFARAIWA =6&r� -OF `IA W40M AND BEA MIN. 3 INCHES LARGERTHAN UNIT OR COIL AND HAVE SEPARATE DR&IN LINE
AN AUXILIARY PAN WITHOUT SEPARATE [IBM MOLL BE EQUIPPED WITH WATER LEVEL DETECTION DEVICE FOR SHUT OFF PRIOR 70VUERFLOW
METALLIC PAN MUST HAVE A mik. THICKNESS oT0i_"_CK NONMETALLIC 0X=4NCHM AS PER F.B.C.M. 20'ITCWTER S. SEM 307
ALTERNATIVE 70 SEPARATE DRAIN LINE'A WATER LEVEL DETECTION DEVICE THAT WILL SHUT EQUIPMENT PRIOR TO OVERFLOW OF PAN.
WATER LEVEL DETECTION DEVICE SHALL CONNECT TO DRAIN PAN AT A HIGHER LEVEL THAN THE PRIMARY DRAIN OONNECTIONL
CONDENSATE DRAIN LINE CAN BE STRAPPED WITH r NYLON STRAP AND SUPPORTED EVERY IW VERTM AND 7 HORIZONTAL
14. FffRIGERANT PIPING FOR REFRIGERAXT LINES 8HALL BE INSULATED TO A THERMAL RE81STIVELY OF AT LEAST RM@ft
SUCTION UNEMUST BE INSLAATED IN ACCORDANCE WITH ASIM EOL AS PER THE F.B.C.R. 2017 CIVFTER 3. set $07
I& ALL AIR DISTRIBUTION COMPONETS WILL BE INSTALLED IN ACCORDANCE TO 2017 F.LCM.
16. IF WAC EQUIPMENT OTHER THAN SPECIFIED BY DESIGNER IS Vim I I I U I ED. n'6 CAPABILITIES OF BTU HEAT REMOVAL
MUST BE EQUAL TO IHE EQUIPMW SPECIFIED BY THE WAG DESIGNER.
THE HVAC DESIGNER WILL NOT BE RESPONSIBLE FOR ANY SYSTEM NOT INSTALLED ACCORDING TO PLANL
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HVAC
CHANCEY PARTNERS
3761 CORREIA DR
ZEPHYRHILLS, FLORIDA
RICK COLLHARDT - DRAFTSMAN
813-781-3651
rgollhardt@tampabay.rr.com
I hereloy certify that I have reviewed this p(an and found it to bE in
compliance with ASCE 7-10 and the Ftorida Bui(ding Code 2017 6th E011-tion
David W. Smith, RE, #,'-)3608
ENGINEER LICENCE #53608
D.W.SMITH,M.S.,P.E.#53608
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENCINEERINC CONSULTANT
9909 WALLASTON DRIVE—DADE CITY,FLORIDA 33525
PHOND813-469-2289 E-MAIb duf[p0earthlinknet
1 0
SCALE
DO NOT SCALE
DESIGN/DRAWN
R. GOLLHARDT
9 OCT 2020
CHECKED
D. W. S., p. e.
SHEET OF
5 OF 7
JOB NO,
2020-1003
SUITE A SUITE B
LIFE SAFETY PLAN
TI❑N
1, CONTRACTOR TO PR❑VIDE SIGN DESIGNING FRAME C❑NSTRUCTI❑N OF ROOF PER
FAC 69A-3/012 (6)
2, CONTRACTOR TO PR❑VIDE TACTILE SIGNS AS PER NFPA 1:14J4,1,3
3, CONTRACTOR TO PR❑VIDE UL 1037 APPROVED ACCESS BOX PER NFPA 1118,22,1
LINE OF EXIT AND DIRECTI❑N
FIRE EXTINGUISHERS SYMBOLS
2FE TYPE ABC FIRE EXTINGUISHER W/MIN 2A,20B,C RATING
INSTALL WHERE INDICATED
1FE TYPE ABC FIRE EXTINGUISHER W/MIN 2A,10B,C RATING
INSTALL WHERE INDICATED
CHANCEY PARTNERS RICK GOLLHARDT - DRAFTSMAN
3761 CORREIA DR 813-781-3651
Z EP HYR H I LLS, FLORIDA rgollhardt@tampabay.rr.com
D.W.SMITH,M.S.,P.E.#53608 FIRE SAFETY PLAN SHEET OF
I hereby certif y that I have reviewed this plan and f ound it to ICE in
compliance with ASCE 7-10 and the Florida Building Code 2017 Gth Edition
David W, Smith, P.E. # 3608
ENGINEER LICENCE #53608
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENGINEERING CONSULTANT
9909 WALLASTON DRIVE—DADE CITY,FLORIDA 33525 SCALE
PHONE: 813-469-2289 E-MAIL: dwsf 1pe@earth l i nk, net DO NOT SCALE
DESIGN/DRAWN
R. GOLLHARDT
6 OF 7
^' JOB NO,
9 OCT 2020
CHECKED 2020-1003
D.W.S.,p.e.
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� - Authorities Havinfildrunficuon should I" Consulted in -if cases as to the particular requifemernscovaring the installation and use of UL Certified Products, ach-4coleilt syStent, clOvices, add nararals.
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! - Fire raskstance assemblies and ino,dorts a. deasI.Ined by the design alubutitur and have be.. investigated by UL for Compliance with applil,,ble requireFreacts 7, he Published Information cannot always address every construction
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11. Grade Information for each Product category and each group ofitsSembfies. The Guide Inforroation includes spenfia concerning alternate materials and alternate methods of construction, h
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I� Flooring System - Tile flooring System snall consist of one of the following:
System No. I
I Ithalsh Floating - Min 1.9,S2 I,,, thick wood sturor.oral panels, min goide'Undedayment" or "Siligla-Floor- Face grain of plyat.tad or strength axis of panel to be perpendicular tojorsts witlijohns staggered. Long edges shall beT &I G.
System No. 2
Sublisoning - Min 15/32 in. thick ply,,oud or mir, 7116 in. thl'IF alia,ded strumul board (Ose! wood structural panels, min grace �C-o� O, "Sheanhirig' F4r0 grain OfPIr-,J wSawilithaxis of psual to be perpendicular topist, ,,itlijointa st.sigared.
,
V-P- 8-11iie, - f0PI[imat - Nom "20 I, thick v.vormolal ,.i,,,iz.d building paper,
F*4hR.�ri.9-Mi�19/-�2i,�.thi,k-d,t.ct��.1p�,,,,Is,.��6g,bdO U�de,tay,�,�r�t".,*�i,,g�e-Ft-,'�F.ceg,�i�.fpty-od�,�t�,pt�,.,j�ofp.,,��t.�.,p�,p,,,di��A�rt.j.iq�.it�,j.i.��togg�,�d.L.�g�dg..h�tkb�I&G�
System No. 3
Sulaflooring - Min 15132M, thick mod structural p-als mi, unid. C-D'on'sheati'Mij, F�1-91�i'�fp�1---dO,Itl�.gtt,-is.fp.n�4t.b.p�lp..di�.I.r�lj.i.-t�,�ithi��%,�g�,e,ed.
Vapor Barrier -rOpoorsal - Nam 0-01It In. duckl.ammerstal painuilt,stumoul felt
HINA, Heading � FicuarTuppilso Mixture. --h`h. 8A it,,thicknas, .49-i-tOpping ,mawn, ruivani.mialtrumeampross"ve marge-f 1800 Psi, unfort- marinfattorellialz1aaWs accohnirthpie the material rcrrsp,�cficnnx design.
UNITED STAM GYPSUM CC - Tyipa� LTM HSLRX, CSD
USE MDUCO S A D5 C V -- Types LRK HSLRX, CSD
Floor Mat Materials. - (Optionau - Roar mat meterial toresa laid .,a, the sucarlso, Rare, to Mumoh, oo.r� tuArocricas legodital the minimunin Iflickness -1 ft-, toppicgi - .act, floor ,not Material,
UNITED STATES GYPS;J M CO - Typ- SiAm, LEVELRCCKI� Brand Sound ROduo(,.n Board, LEVELROCKpi, Send Floor Underhympor SRW.,-2.5
Alternate Floor Mat Nbriethifs- - (Optional) - N - a/8 in. thick ff-, .at ussikerk.1 I.- laid .u. the bR.- Fluor topping thickness .halt be a, specified oruter Floor Topping Mixture.
GRASSWORK L L C - Type SC�g
System No. 4
S.Isfi.-ing - Min 19M2 ur, Welk, -q,l strut,tooll pst.ett, arin gradt, "C-D' .r'$1exMJpsF" Face grain of Plywood . strength axis .1 Panel to be po'Peadiolar, to joist, wit"jousts; suiggxva�l,
Vapor Barrier 'Oubanar) - Nut, O.OM m- thick win mercial asp Nil saturated felt.
FWA, Ff-A.S - Fla., T.Vpang Mixture - rak, I- I I2 in ,hi�oass of rio., topping Mixture having a min com poes,i_ strength of 1000 Psi and a east serairr at 100 Pat, -1 -net S Fri. Foam coleartuatis nesed! 40:1 by -lo me with ,..a, real Ospeaded
at 011 pui th-ugh 11 Me,u_ -,Wl _,�ir .1 - '. ,.at of P retortrea ra- co.ceormse to 94 Im, I yps I Portland corneal, 3OG to. of sund .ith 5-V2 gal of water
EIASTUELL COPP Of AMERICA - Type FF,
System No. 5
5.1aft.oritirg - Min 19/32 I. thirs wood ,foucl.ral panas, mi u Prime 'C. 9' tir'Sheammil'. Far. grain of plywood Or satength axis of panel to be perpendicular tojown; with joints -staggered,
Vapor EIa,,' ter - liCirtmnsil - No. D-030 in. thick coarmainal asphalt saturated felt.
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11. Steel Framing Membars- - As im alstore te to the direct attechment of ,the Gypsum Board' fistem 10). Steel Framing thimi end Gypsu . Board- them 12) may be insts-Ifed beneath the bottom flange of the Steel oaam,
a, Main Rharmeres - Ned, 3.2 ft long, with 1511 6 In. Or I- 1/2 in, wide face, spaced 4 ft OC, installed Petriardicufa, to slael beam. Main nuicals hung a min of 2 in, below bottom chord of steel beam and secured to stealjonsts with
No. 12 SWIG gaiv qisal wilip, soacart a max of 48 in. OC�
h Cross Tees ol, Channels - Non 4 IF long orvas tees, with 151t6 in of 1-112 in. wide farce, of ricur, 4 It tong cross channels, with 1-1/2 In. wide face, either -spaced 16 in, oc, installed Perpendicular to the ma� raimem
Additional cress tees Or channels used 8 in. firoll, each side of butted gypsufn board endjoaIts. The closs fees or channels may be riveted or screw-attachird to the wall angle or channel to facifitate fne Ceiling Installation,
,. Wall Angles Or Channels - Wad to supper-, steel firaroog marober ends 5 for st--curachole,it Of the gypsum board, FrAnied or sirtivemized steel angles wrilt I in, legs or channels with I in. legs and 1-9/16 in. deep,
atrachad to walls at perimeter of ceiling with Fasteners 16 in, OC.
CGC INC - Type DGL or FIX.
V Sri INTO RIORS, U,C - tym, DO. or RY
1Z Gypsurn 0 ... d- - T Isles of no. 1/2 e, thick by 48 m- wide gypsum board for .sawid, Steel Framing Mimalsers". 8 layer installed with long dimension peepenclCular to Cruz tees with side joints centseed along brain
runners and end joints centered along cross tees, Base layer fastened to Cross tees with 1-114 ill, long Type _� bugle -head steal screws spaced 8 In. OC along butted add joints and 12 an, OC I;) the field of the bciard� End joints or
adjacent gypsum board sheets shall be staggered not less than 4 ft OC. Curer layer attached to the cross tees through Inner *at using 1-7/8 in. long Type S bugle-fraild Steel screws spaced 8 in. CC at boned and joints and 12 ill, OC in
the field. Butted end joints W be centered along 6 tees and bre offset a Mitt of 32 in. treat end joints of time, layer- Rows of screws on both sides of butted endjoints of each layer shall be located 3/8 to 112 in. from end joints,
Be ned side joints of our, bryor to be .ffsek o -in of 18 I,,, Item butted due joints Of Mile, layer.
CGc INC - Type C. lfIY,2
THE SiAM GYPSUM INDUSTRY (50INGAHIA) CO - Typp C
UNITED STATES GYPSUM CO - Type Q W-X-
USO SOM DRYWALL SfZ LLC - Type C
USG MEXECCI 5 A DE C V - lype Q, !P-)(2,
�3. Grit[. - Statil Q'ill., im,tolled I,, 'cumo, with tho rustril,tior, in-uctions proWhed wth the ceiling damper
14. Mcnate Products Installed in Air-handifing spacea* -Annoultilic gal.nting ValvejDampt., - (Not Shown - Opti.rual) - For us. with Item B R-kin C.rrpany�s Model CFD7 disanpa, (CA41% Ceiling damper to b. provided tvill,
plenum box per damper manufacturel'i, instructions with side outlet only. Entire assembly to be installed into any UL Class 0 or Cie. I flexible air duct in accordance with the instructions provided by the automatic balancing
_kttledampe, maoufaccurer.
METAL INDUSTRIES INC - Model ABV-4, ABV-S, ABV-6
* Indicates such products shall bear the UL or cUl. Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),
respectively.
j,itaLlit �2(120�48415
The appaaranes of a ramiixniy'� narre w provuo, In Ito datablese does not in isert ars,as that producer so identified have one, milralincional under Ul'. Falloev-Up Sitrvke� Onlythow products bearing tire Uir load, should be considered to be Candfi.d and
covered under UI Fo11M-tJrS�Mica,myoIauk'orUxt Mark anther-truCt.
UL peoultIdat noiddeakin ,fib. ...'itit.-ined in th. Cloture, Ceirfil,iticn, Di.dorys.bjoct Ia the fallowinsicordihaea, 1, The Guide Inf.,mai Assemblies, Cauictraux Designs, Sysaon,� .rideorCtmificaticuls rfil.�) Most bx,pnaum.omMekas,rraty�ad
in a .,M�misflmg maraer.dhov! any mampox6cm ofthe rim (or dnrvidalg�l. 2. The sudenlent'Repronlial trouble Orilirlin Coafficiamm, Diotseary.rTh permix.ion't.ol 0" suma,misseadillicenit.1fic .Coated matOrcil. Ir. additim IF. ileFuModhadrealar most
include a pwIght notice in ',he follitairilt fa,t 'O 24Q0 UL LIC"
ft-, Mat Materials, - - �Opd ... t- Fluor anat olaranal a- sjii�, in, f7mch) thick ad Farad to ,.bad,, with Flatter, Floor Primen. Printer to be applied to the surface of Ill e Mat Prior to the placement of . olin I It, of floroMopping rean'r,
HACKER INDUSTRIES INC - Type rf�okei Souncl-Mat
Artuanat, floor Mat Materials - liaprichar) - Elect Mat Mo,,oaf cQm 1/4 IA ftnor) trick ad hans, to subflo' with H.d,E,;rI.. or inne, Films, to be appl�lscl to the 51W(par of the mat prior to the Placement of - ,,,IA 1-114 M. Z32-Wi of floor -tapping
resume,
HACKER INDUSTRIFS INC - Type nacker Sound -Mat [I
Alternate Fluor Mat Newish , (Optionseb - Floor Mat no,ed,l uOu lye I, (3..) milk rouse laid ever file ritiolloor. El.. topping treume, ,
� hall be a or. at 3/4 :.. (19M,
�
HACKER INDUSTRIES INC - FIRM,FILL SCM 125
Alternate, floor Mat Matedol, - lopoi,mall - Fluor mat Material MM 114 in f6mun Orick lostse laid .- the rashiloor. Flo., topping thiolknes, shall be a min or I in. (25.m�
HACKER IN DUSTALES INC - Type FiR M-FiLi- 5CM 2 50, Quiet Q.d Stiieu2S
Alternate Fluor mat Ma t"Is � foptialref) Flo., .at -tiou'l -1 3/8 in, flBoran thick rouse laid Own the irablistal, Ft- topping thIduess shelf be a .in of I-1,14 in f,5t2..F
HACKER INDUSTRIES INC - FIRM-fl' LL SCIVI 400, Quan Quit 60/040
Alternate Ft-, Met Material. - coptana,d) - Ft-, .- "a teller note slal ih. (ISim 1; thill, I'mra laid -1, the. -oil-,, Floor topping thkAu,ss ,be;[ be a mi, of I�ln in, CiSmi,i)
HACKER INDUSTRIES INC - Type FIRM -FILL SCM 750, QLt cluri 6$/1375
Metal Lath (Oritionall - For n. with 318 in. (10 mard fron, Met ,rawnero, vs in' -Pansrul steel donece. areash, 2iol FisA. tfui pl.rod -the. ft-, -1 rr.tarfll. Frack., Fluor Flirter -.a be appEal poor to the placement Of the metal
is i-d, floo, topping thill-sa a nom I-V4 in. eye, the floor .at [all,. When -far lath
F,-M Flooring - Floor Topping Mixture- - lyhri Vil m- thirlknesI; of floor topping mixture having . .ill O.Irpressi- strength of 1100 psi. Milan to shall consist of 6A gal of water to 80 His at flocar topping mixture 10 1.9 Cu ft of sand.
ism,ftilt 3310, Firol-Fill 4010, Film- In Hight Strength, Gyp-SpaQ R.-Sart.
HACKER U40USTRMS INC - filen-Fill Gypsuru (zorrale. Furn-Filli 201G, F ,
System No. 6
Berated.
System No� 7
sathwerocig -- min 1B,32 in, thick noOd structural pank, oil, mado 'C-0, ar'sh.snirtu", Ftlos groth or riewood .1 strength .1, of paral to be potpurni,ria, rojoi s w Fj.m ,M, gin. ,
. d ft ts 4 d
VaPsar Barrier - n2irtifouIr, - Nom 0.030 In, thick commercial asphalt sahouteed fak-
Furksh Fl..11.9 - Ft- Topping Mh,tr,W - Mm 314 I.. declares, of ft,-, top -ping m ixt.. having a mat v-ponsha, strength of 100 PuL Mixture shall C-siA of 5 W 8 gal of water to 80 Res of floor topping .batica 1. ZI .. ft of sand.
ULTRA WILT MOM - Types UQF-A, VQF-Super Blend, UQF-Pars Z&B,
System No. 8
Sulafloo4rig - M,'. 15,132 ill thick wood structural rumels, Min goure 'V-D' ., ISF,Qthirq,�. Face grain of pl"_d . strength .is of panel to be P.Men,drottla, ',.joists with joints staggered.
Vapor Barrio, - (Olplioual) - No a, 0,030 in, thick cam- ,rul o,,phan Welatort,'aX,
FinFri, R-0.9 - Flo., Topping Mlvaxor, - Min )/4 flumlair. of flar.".ppJag rat',ture F_. Ing . ouninuen cornpressare, strength of 1500 psi, Was up maunfircomer$ Irstuall-S atc-SaParivalf; the Material far screrrilk mur daiago.
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MANSON CORP - Type Maxlem Standard and M.,xon High Strength
Pleal Mat Masu,isil-' - (09-cm) - ' ,toar Mat material I.o. tQrd -,, the sobfic,c
MAXXON CORP - Type Emspsulated Sound Mi..
Faaet Mat R-arionsameat - loplionsiJ3 - Refir In manufarin ra�a lostractions regarding minimum mI&u,. of fl-, topping far Use wun floor mat .mforcounint,
Metal Lath - (platioral) - Va ir. expanded ga"'nz�d ,Jssl di-nond mosh, 3A Rx,Jsq yd force jaid -,- Via floor mat material,
fib., ER ... Reinforcement - (Optional Not Mom) - 0,015 in thick PVC coated non-lenvan fibeffilass mesh, 0368 IbWsq yd loose laid o,.vr the flem mat mated,li
System No. 9
SublId.thist - Min , 15,G2 in thick wood 51metuoll Issiell, -in grade C-D Or Shasrhktq� Face grain of plywood or strength axis of paeal " be, Perpendicular to term with joints ,naggered
Vapor Ek-nia, - (Oratictrali l-, � 0.03B I,, thick ,,-Olcof a,pbalt saturated felt
finsfir Flooring - Floor Topping Mbotore - Min 314 in. thickness Of floor topping Mixture inwirs, a minimum ,omp,essi. strength of ISM sim. Refer to rumisher,mma" trustructi accouparlying the Material ld� speliBc mk de�isi,
FORWRLATED MATERIALS U,C - lr�pes FR-25, FR-30, and Sit.Mi.
Alternate Floor Mat Material - - l0ptiohalr� Floor met material nomma 2 - 9,5 MM thick Facurts laid - the -karia, plan, mppmq ,hi&-,, shol ne , eveanum of 3/4 m.
ED kMULATSD MATERIALS LLC - Type, M 1, MZ MS, Cite, no, RI aod R2
System No. 10
Scitaffooling - Min I by 6 in � T S: G lumber fastened d' itgtealit to J.im, a, min 1,,/32 I,, thick ply...d Or tort 7/16 in, thick O,i.med stairld b-11i IOSIB wood structural panels, .in grade `&D' .1 'Shaaterg`� Face 9 rem of Pyru,mil Or strength ax of
Panel to be p-lPlestroular tojtziuS mr, j.iots staggered. , is
finish Fro-cf.9 - Mineral and Fib., Board � - NIM, 1/2 ir� thick, supplied IA siosS ranging from 3 ft by 4 Is re 9 ft by 12 ft. All jIulas to be ,aagSKed a Mel Of 12 in- whir adjacrult silb-0.0, jcnats.
HOMASOTE CO - Type 4411-32 Mineral and Fiber 8aard
Systern No. 11
scibfilaoring - Mr. 15/32 I. thick wood suestor's, Panel% Min grade 'C- Is' or 'Shrurthinq-. Face star, Of plywood or strength axis of "net to be Perpendicular to joists with joints staggered.
Vapor Berifer - (Ciationsi) - Nam 0.030 in. thick Commercial plPhIlt ItseletwJ felL
Finish Floating - Ft-, Topping W-re- - Mi. 1-1,12 I. thick.- of M.- caripurs; o,alo,, having a min oampu,,�J. Strength of 1000 psi and a too, density of 100 Plus 01 -in. 5 pa FOam concentrate Mixed 4Q1 by volume efith water and expanded
at 100 Psi tram,o ona,da.. Mixture shall consist of 1.2 our feel of prefoomed forish concermoute, to St fill Type I Pon Land corhank 301 for of -ad war, 5-VZ gal & .niss.
ABU INDUSTRIES - Fluor Topping Misrule
System No. 12
Stittfideang - Mar 15,tIl in, toick wood structural pa-1.1, ou. grams "C-D'm'SFauANqfi', Far- grain Of Plysitirid or Striogul,axis of Panel to be PO"tri tojoilit, Wldhjain�, ,ugge-L
Vapor "stint - (Clorman - No. 0.030 In. thick comenoold asphalt sal.'ated felt
Finish Flooring � Floor Topping MixtuW - Min 314 or I Ill. INcluess of floo, topping Mishoa for 19/32 of I!iI37, art, th ilk -00 structural in-Whirespectiestly neyms; a min ona peaw- ureng th of Win, Pat turfor us immoitarn,ter's untracri
.rccummilyiro; 1". -ani.) for 'peork uv�, design,
ACO MATERIALS - Acca-tnrk� types Nexcial, Green. Nure. B, M, and Pralaour, Amilbidizilt, AccuLevel types CAG, G50 Bud SD30.
Alticauat. Floor Mat Material- - ropiron,ni - Fla., .at no parraf corarrial 2 - 9.5 rant na,;k louse laid over the stsoffoor. Ff= topping shall be a min at 3J4 in, or I ift. thickness Of flm topping olixtiat, far 1913Z ix, 15112 ev thick vepoff smistu.1 pintak,
map-&-ty
ACG MATERIALS - AccuQuiat types P8D. C40, MI, D-U. 025, LIX48, W.125� Ifa,!-UM� EM250. EM150S. EM.375. EM,375S, ENL750, and k,1.750.1
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11, - Authorities Having Jorlsinction should Is, consulted in all Ile, I M tire particular requirements OcarefifIR the inartSlatiOA and use of UL Certified producM equipment, sysbam, devices. and rhaterials,
I - Aukhoddes Hion-Ig Jurisdiction, Olould be consulted before. consurucion.
t . Fire rin�stn,ce assemblies and pirdocts are developed by the design sumnigar and have hear, investigated by ULfal Compliance wild applicable reciramurnenrls. The publitlied information cannot alwayni address every construction rarturce
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I � When field �-so- all,, it is ,aconarnerided the fort-rit.ot I., ascitubm.0 be the technical "Wice staff provided by the product m.-facluna noted I., the design. Users offins resistance assemblies - advised to consult the general Guide
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, ldfomiitio i f0I each product category and each group of o6itramblie. The(kride Infounadon nclide$ spoofics Cartrountig Irtanaaam,talarall .Mi alternate Methods of col.scroakal.
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I BXUV - Fire Resistance Ratings - ANSI/UL 263 Cettfied for United States
BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada
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1 stc, Go lial.mue."... I,,, �ivv Resistance Ratio - - CANIULC-Slin, Cendom for Lsillisig
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IDesign No. U4"
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� Nonbearing Wall Rating - I and 2 Hr (See Items 3 and 5)
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, * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.
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2 Hr, Coritfiguratiori C _ -
LSorall Floor .ad Ceiling Ruarters - (NmShoaln) - Channel shaped, 3�1/2 in, wide by I-V4 It deep, fabricated from mitt 20 MSG (0.0129 it,., min ky N Metal thickness) galvanized ,wel. Attached to floor and calling with steel fasteare.
spaced 24 in, CC u
2 Steel Studs - Channel shaped, fabricated from inin 20 MSG curlosion-prolected or gah, steel, 3,19 in. min width, min 1-1/2 In. flarlge� arid 1/4 in, return, V ... of . .as of 1 6 in, OC Slv& friction-ft lot. frar and ceiling moners, Stods to be
cut See to 3M M. less than assembly height.
�, --iii... -,u- U,4.- - W. 111, .1 3fo iel� tritk, , pithad ventroally or otrannuilly vat ill tentical jc,frita� cell rated over studs. Festered M Studs and Anstrers with corrosion resistant olarntated, ulabed water head screws uAth a minimal ill
head d jamers, of 400 inch, Far norlibcaling systems, fastened as sturs; and bottom rininsurs with the uppermost SorevW; placed 1/2 ill to 2 ir� below the bou. in edge of the leg or the top ourm- Horkpord.1 joints need not be backed by intoning.
1 Hr System - Screw, shall be min I- V4 irl. 1-9 and spaced a � me- or 9 its O<- Ali vertical joints staggered Quo stud owny Item gypsum board We,lictil joints on the opposite side of Ittedir. HOA,Outaf .clsojohis add Forizantril hurt joints -n
opposite sides of studs nated not be staggered. Z-Hr systrian , For the be. lay- In Configuration 8, the screort shall be min I-V4 I,- long and spaced . max of 12 Ill. OCI For the face layers, screws shall be I-Sni fil� long and spaced a Max of 8
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n-4 OC All face layer joints offset him 12 it. from trudedyidli base layerjoint,. Joints in either layer need not be staggered fromicialts on the opposite side of the wall,
UNErM STATES GYPSUM CO -Type DCB
L L
11 L _
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System No. 13
Subill-ruaill - 15/32 0, 19,1321to. thick wood structural paneb,' .I., 0mda 1C-D' at �slauffkl.Er` Face grain Of PlyroOod cat strength axis Pt panels to be perpersawlar to joists with joints staggered.
V&P`N`8Brua`-(0PtiGO`r0-NQMBd3�ih thick paramorci4i asphalt salmatad fail,
Finish Hei-ring-floor Topping Mixturo' -Mi. 314 Or I I., thipicnass of ficsit-roppips, mixura far 19132 I 1513-2 I, &pit wood structural panels respectively, having a man nompreadvestrangth of2loo psi. Refer to minufactume,,in
accompanying the Material for SPKF,c nix dinign. . Idictions
System No, 14
sistifloodirrg - Min 151%2 to tnu wood structural psher, Min 9'ack, "C-D' O, "Sheathing', Fit. grain of pits,audd 01 $14rallith aws Of Parels to IV peminisficuke to the,joels with lams, sta,gQ,ud
Vapor B"der - iolt'arnit) - Cqmminckif asphalt saturated felt 0,030 in. thick
VAP-1 B-Inar - i0plional) - Natis 0,010 al. thick commercial main-sh,ed b,ilding papa,
Finish Flona,filkirr - M ill %14 In, thickness .f,my Floor T OpPing Mixture bre On; the Lit, aassificadon MWIstrigi as ',a File Resistance. sift Floor, and R.of-Toplads, Mixtures (CCOIB category for names of Classified Compani,s,
ft--' Met luutteirilife - XyPdanaB - Noul, 114 I, wick loole laid ever Via si,idium, Most topping ilrek,oss sleak be a manunut of 3/4 in.
KEENE ad"'DENG PRODUCTS CO INC - TYPO Quiet QuIl 55P25 a no Quiet Elect 551025 N
Altsinsaut He., Mot %ttedirta, - roptionarl - Floor mat rastalial Nom. 3/8 I.- thick laose laid rwo, the mbflau, Fla., topping tledureas $1.11 be a mirsuann of I I,
KEENE BUILDING PRODUCTS CO JNC- TYPO Quiet Quit 60,040 and Quiet quit 601GO N
Alternate Flow Mat Matwials* - (Optional) - Floo, mat Material Nom 314 in. thick foose laid Q als, z,biloca, Floor topping thickmea, r,all be a mintmom of I-W In.
KEENE BUILDING PRODUCTS 00 INC - Type flues Quit 65/0 75. Quiet quit 65,ro7s N
Alternate Floor Mat MistradaW - Joistionstj - Floor mat material Nam. 1/3 m. thick loose taid o1 ths lublToor- Ft=, topping tructrass 5hall be a eirnimun, of 3/4 In,
KEENE BUILDING PRODUCES CO INC - T*Pe� Cloi-t Chat 52/01 3 and Q-t-t Q-11 52/013 N
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Afteirrato Floor Mat MatiddaW - i0fritorsel, - Fluor mat materfial Net. 1,14 in. enalingra. net runs wth a compressible lab,iC attached to 11. hot(.. I.- bid - the s,bilaor. Floor topping thirlmes, sile It be a "'n rn .M of 1 to,
KEENE BUILDING PRODUCTS CO INC - Quiet Qmr S-51025 MT and Oaset Clorl 5S/025 N MT
System No. 15
Subillinsisig; - Met 23/32 in, Und,T&Gwand! sucooral parmis Mi. Snide -Undellaymeor'n, 'Sirgl""'nor" Face grain Of Pilyweed or strength "is of Pa lids to be Pinperidrorse le the tricarsto wri, and joint' Staggered 4 ft, Pa tress secotred to soasses mir
condruclatriadjasiveard No,6ddrag.dsFaGkmuIssp,,,dI2 iM OC .tong an&. Rose. Stisples, inanns; .qual - greater withdrawal and kitchall resistrace5trangth ineyb,subautrotadfofthelid mak,
OMOM Boarct' - One layer of man 519 in. thick 4 ft wide gypsum board, installed with long dimension Parpandicals' t-joist.s. GYP,.. boald sapsiredwith I tr� Joing No. 6 Type W bugle head steel "retus six,tedi 12 at, OC ar'. located a .in of I-I,r2 h
f--�W-�Dd��di-i�t.lbei.44�.ftb.gip��.b-O..t.b�qng�.da6.imm.fI i is, .MI .joints O.b r ,
,2 od ft ft of th ild._
GWRGWPACIRC GYPSUM L L C - Type DS
Floor Mat Materials- - (As at) aftentrate to Me single layer gypsum Load) - rim mat material lease laid over the subflrm�
MAXXON CORP - Type Encapsulated Sound Min.
rYP-- Board- - (Vol use tubes, flon, mat is -pid) TWO fayi,rS of som 5/8 in. thick 4 ft wide 5ypsom board, installed with tons clarrinsilm perpendicular to joists -n top Of the ff-, -at notisdal. Gypsum board secured so ..cb .m-,-Ash I in, long
Type G bug 1. head statif sconesspacial 12 I, OC and looued . rum of 1,-JJ2 in- fman lich, add end)runts, The 16, No- 6
ma,W un, gypor. board am tobe staggered a minimum Of 12 hadheam between layers add ficam filejoint, oftba s.bRoo,
GEORGIA�PACIFIC GYPSUM L L C - Typo 0.5
System No, 16
Subfivilairst; - Min Is/32 Ia thick Wood shusto,al panel,, min grace, 'C-f)"or'�Shepfflrcrg". Face grain of Plywood ., strength cads of Panel to be piammiticalo, loi.sts witt'jisims staggered.
vapor lardor - (Optional) - Nom CLU30 ru. thick commercial asphalt saturated felt,
Finish Firmiam; - Floor Topping Mbrams' - Min _Va. a, F in. thickness of floo, lopipmg misom, for 19132 or IS,,32 hi. thick -it structural panels niepedrivity, having . mi. willp,assive streargal, Of 1000 Pat Role, to ne-facum", a'structime
accompanying the croicarkil far Specific anx decall,
DEPENDABLE LUC - G!5L M3A 65L K16, GSL-0513 -it GSL RH
"cor Mat Mantrisis' - (OPtisinall - Nora, 1/4 M, thick loosa, laid War the sliblifoor, Floor topping thi'leles, shall be annallinum of 314 in.
KEENE BUILDING PRODUCTS CO INC - Type Quiet Quid S5/025 and Quiet Quit 55/025 u
Alternate Floor Mat Materialle - loplocall - Red, Mat Material Nom. Vis lM thiCkdwsp laid ove, the svbfl,,m. Floor topping thickness shall be a munanum of I in,
KEENE 8 UILDING PRODUCTS CO INC - Type Quiet Qad 60/040 add Qatar W1 60AMO N
Alternate Floor Mat Motedifirr - �Ciptiedail - Floor mat rertume I Nam 3�/4 in, thick loose laid o", the �uoflor, 'ek hat be i 112 in,
� _ Ft_, topping de ,,a,$ $ 1 amiarmom Q 1_
KEENE BUILDING PRODUCTS CAD INC -Type Quiet Qurl 65�1075, Quiet qurl fiS/075 N
Alternate Floor Mail Matedals- - (Opkethilit - Floor ,Mat ptchadaf Nom. vilt m, thick fame laid over the �uhfd_ rlsm� topping thickness shall be a ani.orearri Of ]t/4 in.
KEEN e BUILDING PRODUCTS Co INC - Type Quiet Qud 52103_� and Quiet Quit 521013 N
Alternate Floor Mat Matarkila* - tOrintark,g) - Fluor mat material Nam. 114 im entangled nat care With - capip-sible februc aImcf.J to me bottom hio* lad over She ssmftrsar� Floort.ppitV thickness shall be a mitartuar, of I in,
KBENE BUILDING PRODUCTS C0 INC- Christ Qurl SW25 MT and Quiet Q,,l Ssiotis N M,T
System No. 17
Sulallooklaig - Min 15/32 m. thick plywood or '1116 in. thick wiOnled grand boara (OSIn wood stfucharal partaki, in in goad, "C-D" or �Sl,imrhirifj'_ Face grain of pywood un, strength axis of panels to be perpendiwiar to the laists wt-h
joints staggered, -
Wall aind Partition Factings and Acolssoritee - Sound Hartim (OFIVOROOD - Acoustic Sitisrate, Pads stapled to the top of the subtloor and centered overjoists. Acoustic Steeper pads are to be spaced appropriately so that the finisil
floor panels are fastiarred through koustic 51"per pads to the joist
SEC ARCHITECTURAL, PRODUCTS LL C DBA MSOUND CONTROL - Acoustic Sleeper
Finish Fro— Min !a/3-1 in, thics, woad .tructilmi I' ... Is, Ink. grade "Und.,hoeranot' or,5lool-m-,", F-o' .-in ,floh-_,wl - u � �f _ - _ -1--, -, k�, '1.ru,. ,J�a_ .1 V.-o crat. It .
option or Clang SEIR06 Virth any UL Classafted caulk Or sealant found under - Nil, Void or Cavity Materiakr� ilirtHlaq.
System No. 18
Sulaffespring - Min 1913�2 in, thick wood V,uctmal panels, .in goldis '<-D' at 'Smiathing", Fare gram of pl5m,acid oi, strength axis of panel to be perpendicular to raw, wid,joints ,staggered
Finish Flooring - Floor Tapphig, Mixture* - Min I m. thickness of floor topping mixture having a min comforessive strealim of 4500 pu Refer to mainufaclurat'Z ulatfuclions accompanying the material for specific min desiqj_
SIKA DEUTSCHLAND GMBH -Type SCHONOX AP Rapid Plus
4. Batts arld alankeW - Min 3 it, dixis minerzi wool insulation betts, fritition-fifted between stalls.
INDUSTRIAL INSULATION GROUP 1. 1. C - Type SAFE
JOHN!; MANVILLE - Type SAFE
ROCKWO40J.- Type AM, Men, deopity 1.8 pcf 1 28.8 kgfort
THEP44ARRER INC -Type SAFE, SAFE FF
5, Gypsuaa Board. - S,kI It bth,k� wild square or capso, ,1 edges; applied vertically or horizontally eJ ,in votdoij J.�rqs carnut,rd aw, Studs. F'Odextrual joints need not be h acked by framing, Fastare d with Type. S-12 screws. 1-Hr SyMent - For
Winical appil icadon, fastened to lauds add corners with I in. tong sc-s spaced -a 8 in, OC a, varti,al adses and ,,fnioeo max IZ, h OC m the Bald, to, haricontal application, histeded to sluds and rtelfars %offill 1 In. long screws spaced inro, S
tn. or- verticilljoritS staggered One stud cavity fro. cameo L board! vertical joints on opposite side of sluda� H crizorruil edge joints and horizontal that joirds on Opposite Sides of stulb r..d -1 be staggered. 2-H , systrun - irso, lay., with er.
10ing gypsum board face layer fastened with I vl� tong sarews, spaced Max 16 Tb� CC to sluds and m orsers, Ra- layer with a n ovetying cernalit heard Face layer, fastened wah I iii. long; screws spaced max 1 2 in, OC to studs sort turnouts
-d with 1-5/8 I, long inumass Spaced ma. 16 m. Oc to studs and om.e. with scria., either a in. from face lay., .raw, Fact, layer Joints offset min 12 it.. from base layerjoints, )OMIs in either layer need rat be slaggicrad hool joints
hiyersttwtan, - Fuca
an the opposite side ofthe wait %then used in willuis other than 48 in., gypsum Panels to be �Dslalfihf horizontally.
CGC INC - Type, AR, C, W-AP, R`-XI, 1PA2, IPC-AF K)� SH,X, SGX UK USGX, WRC or WRX (jet.' , tape am compound, Items 6 and 7, spectral IQ, me .4do Type BSGX;.
UNITED 5TATESSYPSUM CO - Type AF, C FRX�G IF -AR TP-XI. T-XZ IPC-AR, 50� Sinio VLD� ULK, yv%C wRX USGX Voint tape .ill compound, Items Sand 7, notional for - .ftb Type USGX)
USE BORAX DRYWALL SFZ MC-Tylao F SC<, SGX USCIX Quint tape and compound, Items 6 and 7, Optional formu, ,ith Type uSG4
USG MEXIC0 5 A DE C V - -yp.AR. Q iii-AR, INXI, JP-XZ IPC-A& SCX SRK Ub� USGX WRC, WRX (Aus: fare andt -poorld, ft- 6 and 7, Optional for -with Type loscati,
SA. Gypsum Board" - (As An alminst.to Item 5 may be used as the base layer .4 one or both dd.s orwall, For direct anacitment orl/,, - Nam 5!8 in, thick lead backed gypsum panels wth hir.led, Nuare ., carpeted edge, appinut varricafl,
vs,tisaiji0firds centered gov sulds and staggered min I stod cavity on opposite sides of studs. Wallboard secured to studs .1h 1-1/4 M,1009 Type S-12 steel XmW5 spaced 8 in. OC at per inaitur and 12 I, l�c in the Field,
RAY -BAR E14GINEWNG CORP - Tylur FW-LBG
5E. Gyps.. Bernal. - Asian alternate to ltem 5 may be used as the base layer on one or both aides of wA Far direct attachment only), NQuirial S,1; I.- thick lead backed gypsum panels wth bevehat seloa. Or otpenat wfem,, applied
vamksily� Vertical jahess crint-d _.t.da; am susisionscimm I stud cavity- opposite ind. Of studs-Wafiboard sa,luiao to sludi with 1-1/4 El. long Type 5-22 ��w *6 by I-lual iri. 1-9 bugle head fire thillel steel N(reas a , Paced 3 it,, OC .1
perimeter and 12 in, CC I. the field.
NEW ENGLAND LEAD BURNING CD VWZ, UAA NLICO - Nvico
5Z Gypasum Soured* - (As an eltemore, to Item t�) For Direct Afipliciiti.. up Studs Only- For .� . It. base layer or as the face layer. N.M 5/a in. thick lead backed gypsum panels Min Elevated, square Or tapered eds;Os� applied vertically.
Vartical joind part ... d Over stud, .,,it staggered Min L stud orwity, - opposite s-oca of sladl- Wallboard secured to studli .Ill, 1-5/8 in. long Type S-1-1 steel screws slotted 8 d, OC at perimeter aid 12 In OC III, the field willso arialk,d as the base
layer. When applied as Ifite, ifacts layer screw length to be increased to 2-1/2 in. Lead batten strips required behind vertical joi ots of lead backed gypsum walfialard and Optional ad remaining stud Idoatirars, Load barren ships, mar 2 I, wide, me,
10 ft to ng with a max Utickness of 0.140 in. placed on the face of Studs and attached to the Shad with two I rit. tong Type S-8 pan head Ste.] Screws, orle at if. top of the -,trip and -a at the bottom of the sarlp. Lead discs, nizat 51116 m. chain by
-a. 0�140 in, mick. Oampresdon Filled .1 taffrOmd -ar The acre. heads, Lead barren strip and ISKO To h" 4 purity of !F9.5% meeting the Federal specifierhoin QQ4-201f Grades -9, C or D", Fasteners for face layer gypsarm panels fitere 5)
whim installed care, lead backed board to be mi. 2�1/2 ih�
MAYCO INDUSTRIES INC - Type X-Paysbadded Gypsum
iD. Gyps.. Shand' - (rAs So alternate to ftsmw 5 may be used as the base layer On one or both sides of wall, far direct atrathimenton IVI) For Direct Applicatiort to Studs Only- Nam 5M ill thick lead backed aynnum Panels witin be,ded, sm., a
0� tapered edges, applied vryteusfly� thatuoe Joints oureared stud, and ,tsiggeoed MI. I stud caefty an app.,rits,adcs of doda. Wallboard secured to starts w1uh 1-114 in. long Type 51-12 steel screws ,Spaced, 8 in. OC at permicter and 12 Im OC
in the field. Load batten strips, thin 2 M. wide, doat 8 ft long ,ft a max thickness of 0.14 in. *faced 0. ff,- face of stud. and attached I. the stud with C. marol odheAkil, a lid two I III, [e.g Type S-12 pan head steel -x, ."a at Th. top of
the Alto and ores at the haftsm of, the sulp. Lead chscs, nominal 3/a in. diam by max 1:kORS in. tupic Correxesqio. fitted or vichaxod awar the screw heads. Lead batten strips and dis. to Fast, a penty or 9g.sh],& meedog tills, Federal 5pismitcaroo
�
QQ-L-201t Grade 'C", Fastruars for farS layer, gypsum panels atten 5) when installed met Wad backed board to be .in 2-11? in, Type 5-12 bugle head swel-
RADIATION PROTECTION PRODUCTiIINc- Type RPP - Lead Lroad D,y.M(
5, Joint.- Covered whit glass Fiber rraslitape and latex modified Portland cement mart. or hastrourit, or Type I organic adwive,
7. Joints - Whart tapered ad lit, stypsum board is used, face I.Y.,j.1 rus owroned wintJokic compound ,and paper tape, As an aften rate, gypsum vereer plaster ma,y be applied to the entire surface of Claas;iasd veneer baseboard with joints
reinforced, When square -edge gypsim bcwdisusLd,treat�ntofjoiAtsisopticA.I.
8. Vapor furairclarr Water Saarbar or Weather Resiative Barrier - (Optional - Nor silown) - A� requtred�
91. Lead Batt" Strips - (Net Shown, For -se Will ftem SAi - Lead batten A, p,,r mi. I-V2 I,,. ,vice, Max lo ft long With . max Ill ickmass, of 0-3.2 S in. S,,ips placed .. the interior face of store, and attached fro in the ochro- far. of the stud with
two I im long Type S-12 pan head steel Screws, one at the top of the strip and one at the bottom of the smp� Lead batum Strips to have a purity of 99.9% meeting the Eecharal Specification Ql Grade "C'. Lead batten strips raq amid
behind vertical joints of lea d backed gypsm m wallboard them 5A) and Optional at remaining stud locations Required behind thericaljoi his.
9A. Learal Batt.. Strip. - rN.t Shown, for .a. .fill Item, SC) Lead oatter, strips, 2 I,. wide, nor, 10 ft Moll with a mer thickness of.0140 i-Iftips placed or, the face Of Waice; and attacried to tire stud vatis two MIN. I iM long mu, Type S-6 part
head steel screws, one at the top, of the strip and one at the bottom of the strip or with -a min, I in. long min. Type S-8 pan head steel screet at th a top of the strip. Lead batten slops to have - p-oty of 99,5% meeting the Foxiii.1 rmoc.Fi<.6.0
QQ-L-201f, Grades 'e, C or Er. Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5) and .ptionaf at remaining Stud locatauls,
10� losad Vista - Tiabs, - Not Show u, For a,. With thar,5Al - Used in It.. of or in addition to it. laoid barren ship,, aninin 9) or Optional at other locations - Max W4 in. dism, by max AD-125 in, mick lead discs comorcaskm fitted Or adhoied -
steel scre. heads of me% 1/2 n by 1-1[4 I.. tryouts 0,125 in, thick lead Talba fikilad On gypsum boards (ftern 5A) underneath screw locations prior to the rantellatirm of the screws. Lead dis. or tabs to have a purity of 119,99. maefitrig the Federal
spoofissnism QQ-L-201f, Grade 'C',
IDA. Lead Disa - (Not Shown, for ma with Item 5Q Max 5/16 in. chain by .. 0140 in, thick lead dhics compressior, Wed . adhered steel .I- hotxls� Lead plara to bo'. a purity of W.5% meeting Ill. federal Specification QQ-1-201f,
Gradis "S, C in D'.
11� Lead Batten Strip. - jiwat She-, I- Use With Item 56) Lead barren Strips 2 in. wide, Max n ft long %WIh a max, thick,... of OA42 in Strips placed art Its, face of sinsda ard attached to the ,',L,d with two unn. I at. k.9 ill., Type 5-E pan
head steel screws, one at the top of the snup and One at the bottom of lea strip or With om, mi, I to long Min, Type S-8 pan head Steel screw at The top of thus side, Lead halt.. auripc to h000 . purity of 59.9% Meeting tho, Ped-.f sperin-lan
QQ-L-201f, Grad. -C'. Lead barren strips required behind vartloif joints of lead backed gypsum vallijecard funn 551 and optional at remitent. d I III
I stit Ora
12 Lead Telies - (Not Shown, Far UstaArth ItOm 5S) 2 in. wide, 5 ,a tong With . in. tfu&rless of GI42 ih� Tab, It"on-fit ,innued froMfitice of stud, line stud folded t,aa fiimglt� add the back, face at the stud. Tabs requIred at each location
where a screar (ti,at soloves ahe Itypsom boards, Item SS) will peoetrate the steel stud, Lead tate, to hava a Policy of 99,0% Meeting the Federal specificatiou QQ-L-203,1. Grade 'C'. Lead uslas may be reld in place with standard adheswo tape if
necessary.
- Indicates Such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),
respectively.
Jag-gilliglo on 2UI9-09-27
Theappirsomse of. rcruprruy�, usere .1 Product in this dapatuar, doianor in itselfa5sun, that products so idorldhat haa, been Manufactured ."dr, 'U�F.41.w-Ur�,qll�..O*�l-�p,�d.�.be4li(��,,,�.ULmwk�h..IdL�,.1,�de,��t.t��C��i��i.da,,,�,.,�d.,Id.,
UtsF�ll-UPS,.���.Ah-Y-I-okt.O.M�k-tMpMdl.�
ULP�-i.�belePMII��,.�ll.flt.��.t��W�.d��t�.��in.C.giii.t�,,,Oi-w,y.bj�t.th�f.tI.W��Ig.�&,ti.�:1,Thlrl�,d�lO�W.,AS5e.bi��,C"wcliom,De!:igns,System�,wd,iotcfft�f.ca�o��F�leslmwtb�pre�ntwln$.��re?li�r�tywdina�m-
Misleading naxames, without any neopulardat cruise crats far drickinits), Z Th-knemault'Repriat.6 fear. the "he ferdflonkne, Directory with rasmisslort ft= ULn mostrappear ralfacauttil she extracted maftc,ml. In addition. IF* m,pnors.1 mats,orl t isc!aao a e,pyriper
,
..6-i.1h.f.ti-irgi�t'02020UILLC'
System No. 19
finish Flaming - 15/32 .,1,9/32 in, thick wood ,an"tatal panels, him, grade 'C-D' st, 'Shesthlng�. Face goads Of Plywood Or Strength axis of pinals to be perpendicular to ioi,ls witinjohnsi ,orgse,ed,
Vapor Barrier - (Opbonal) - Commercial asphalt saturated felt 0,G30 it.,. thiCit
Vapor Barrier - (Optiorre) - N.M 0,010 iu� thick carouncecisi losm-lil-d building paper.
Finish Flooring � Flocur Topping MbdU-* - Min 3,�4 in. Mickre,�, of my Floor Topping Menu. hearing Ihis UL Classification Marking as, to Fir. Rcsi�tauee, See Ildev- and Root, lopmr,si Metal (CCOX) Category for upmeS of
classified Csrmpiarutss� ,
ft-- Mat Mrsterials;` - (CIP6 ... 1, Not Shown) - Ft-., min material loose laid over the suitfloon Referto manufacturer's rartuicrems regarding the minimum LlIkkness of floor topping over earn floor mat material,
iOW & RONARINC- iihictS.,lictl) by Calband a member ofthe to- & BorourgoltipType, 125.250i 250 fe., 4M 400 Ples, 750, and 750 Plus,
Floor mat Relinforoanderit - (optionati - Refer to manufacturer's immucEcins regarding
. minimum thricknota of floortopping for use with floor mat reirioncem.ani,
Metal Lath - (Optional) - Expanded steel oiamond mesh, 2.5 lb/sq yd Julep laid over floo" mat materiaL
Fiberglass Mash R.finforstarearri- (Ornionst) - Coated nuo-woven glass Llt)er massh grid locose laid over floor Mat material.
2 Flooring Faslumeiris - (Not Shown) - The sul;rfidonrigi fisnit layer) of each floor system and finish 11-i-mg of System N. I a,, to be fasterad to the Steel joists with Type S12 by I -15/16 m, long self -drilling, pilot point, ,feel �craws.
The lono,s ale to be spaced 6 in, OC around th. perimeter of gas flum- and at all end (buts) joints of the panels. Spacing in the field to be 10 in. CC. For Flooring System No. 2, the finish Flooring is to be fastmed to the sataffooring with
type S12 by 2 M� long steel scir- spaced 6 ih� OC around the perimeter of the floor and at all laid (bvtUj-Ints of the finish flooring Panels, Spacing in the fied to be 10 in. OC earth lows� of setters spaced 16 in, OC.
1 Stmicturall Susel Member - Mitt IMS . IS wide range steel bear.
4,sosali �r.lsW-Tl,.jpnsts ctunmet-strari'd, man 7 in. deep wnrinan 1-5,1ahl. wide flanges .,,d If2 is. long stiffening flanges, Tile i M, arefabiricated fro. min NO, M 1ASG g.1v�l�.e�t,t,l�nyi�4d.st,e,�gth offstani installer i,�,000
40,400, Psi with rret,pordmg ... am,kers; stuast, of 20,000 and 21000 psi, Joist' spaced mas 24 in, GC. Aljond: tipfices training on sup'ourts, joists are over lapped a mir. Of 3 In, When ceiling damper plumn 8) is used, min joist depth
is 14 in.
!i joist Suffecters - (Nat Shown) - Channer-shatpuld stiffeners, inade from mitt No, 18 MSG gall, Steel, Stiffelum aye 6- 13116 in. forg, 3- W in. dee p with 1�5/8 m. flzrlilas and 1 12 in. stifformir flanges. Thsajoist ,nfserars . re ilsed On .11
has d ng iroeatkaris of the joists,
6, loist Eiridginst - Mot Shown) - installed Man'tdiately after �Own, a'. erected add before ophstructam loads applied. The fl,irming raddstin 9 rfjo ist searan cut to let 19th and placed between ourter so pool M adjacent to openings
and at mid -span with 8 ft CC Max spacing, Bridging channalsare screw-atrached at sach end tojoist webs using angle c4ps.V-bta � 9 b am b Wig hg
thsirman, , cing Of1-IP_ in. by 20-gal galarnahted steel is attachad to toortomj,nst Ran e ctw a r I
$A H.ri.sintal Joist Bridging- Used in it- .f?t.wl 6 in stan-i-ill have, ceiling daMper tire. a), wham ,eilins; camps, is employed. Joist section cut to length and secured tojoists inbc,,e bottom Ranges vatt Type S12 screos and I-
JJ2 by I-1/2 h No� 18 MSQ gitly steel anghas.
T Beam Cage- The cage used to support the gypsum board beam protection is fabricatud! from No. 24 MSG all-timsphearemal steel eogja wint'l/8 by 1-3/8 in, 1.9. and No. 2S IASG� alocdog-Narated .*,.at .harmel suld,, 2-1f.1 ill,
wide Iorth I in� legs. Angles are fissumed to the steel joists using 1/2 Mr. part head steel sheet metal screws.
$,Call" Damprah" - (Optional) - Max nom area Shall be 19B sci irl� Max rectangular sile shall be 12 in, wide by 16-1,,2 in. fonsF4 Met height of damper shall be 8-3/4 in. Aggregate damper openings shall hot entered 99 so in. par 100
so ft .1 ceiling are.. Damper installed in .coaldat with it'. f7lisn.fl-twOor Installation instructions provided with the chunpisr.A steel grille litem 13) shall be installed ill accordance with losdiflansm ins"Crim,5,
RUSKIN COMPANY - Media CFD7
9. Calling Damper Support -(Not Shown) - Provided with coiling dramper, Supportseckund to ceiling damper and ativeljoists in accordance with In.hellacca, instruction, providecl venh ceiling dp,pe,
b, Gypsum Board*- For C.669 -Two layers ofL'2 ir, thick gypsum board installedwith tong dimensionsperpendicular Blimst5. Base fayeranachad to 5teelialsts using I in, long�Type S12 bugle head ,teef screws Spaced 8 M, OC
.long, duct joints and 12 ul� OC ut field .long the joism Iscrt,i-ints, to ficour heneath joists with scre,vs located 112 in. for the builjovins. Cifter layer attached to assembly using I-V2 in, king, Type G bugle head steel screws spaced 8 in,
OC along hutt joints and with 1-7/3 in. long, Type 512 bugle head met screws spaced 12 in, CC I. the field along thejoism iluttjofm_� of outer layer to occur between joists ,with scram loolized 314 Mr. from the butt joints, Edgejomt� to
be Staggered taulvasers layesm For Beam - Two layers of 112 M. thick gypsum board fastened to beam cage. Inner layer secured using I in. long, Type SIZ bugle bead steel screws spaced 12 in� OC and enter layer fostered to cage using
1-5/8 M, long, Type 512 bugle head steel screws soaced 12 in, CIC Joi his AVO to be staggered between layers.
AMEadCANGYPSXSWCO-Typi,AG-C
CA SOT MANUFACTURING U LC - Type C
CERTAINTEED GYPSUM INC - Type C
CGE INC - Type C, tP42
CONTINENTAL SWILIBING PRODUCTS OPERATING Crii� L L C - Type iGFC-CfA
GEORGIA�PACIFIC GYPSUM L L C - Types 5, DAPC, T(3�C
NAnONAL4SYPSUML�0-Typ�LXP-C.FSK-C�F5VI-C
PASCO BUILDING, PRODUCTS L L C, ODA VABCO GYPSUM - Type PG,C
PANEL REY S A - Type PAC
THU GYPSUM PRODUCTS PCL - Type C
THE SLAM GYPSUM THOUSTRY (SOMKHLA) CO - Typo C
UNITED STATES GYPSUM CO -Tyras C� IP-X2
USG &ORAL DRYWALL SFZ U-C - Type C
USG MEXI S A DE C V - ,Type C IP-X�
10A� Gypsum itatiridti - (Not Shown)- As an aluentate to Item 1Z Two layers of my, �fa In thick by 48 in, wide gypsut in board installed as descrIbed in leM 10.
CGCINC-Typaum
UNITED STATES GYPSUM CC - Type VLIX
-1,40 pv-