HomeMy WebLinkAboutBUILDING PERMIT PAGE 14-28I I I
3
11,41
I
3
4" GONC. SLA5 Lu/*' 4 6 12" lo.c.
E,4C�4 W,4T' 5OTTOt'-1 (TYP)
3/.
NOTF:
4" DEEP CONCRETE SLA5. PROVIDE C;O�IFFLETE
SET OF CALCL.ILAT(ON5 AND SHOFF DfRALU�NC��_ F0fR fi
AND 4PPROvAL FRO�l ENGINEEFR OF RECORE),
PRE-FAB. JOISTS - CONC. SLAB (TYP) r 7
SCALE: 3/4'l
20" FDRE-FA5. CONCIRETE JOIST5
LLJ/4" C_C�IFFO51TE 5L,45 a 4'-a1'(ll
LL
1�
5TEEL FRAME BRIDGE, TOLUER8
X
AND STAR5 EBY 07HEI FOR
REFERENCE Ol
F-.,T -711— F-T — — — T-1
— — — �T�_ _�I]_ _PJ_ —FIR— 7F�— —
—
it
--fT1
III
IL---
I�Tr
JI
A — — — —
IT II
Ik-
--TI
— — — — — — — — — --
—
— — — — — - —
— — — —
— — — — — -- --
— — — — — — — — — — —
-�V�l — — — — — — — — — — —
El — — — EL — — —
— — — — — — — — —
—
— — -- lilt — — — — — — — — — — --
— — — — — —
I
�4
X
X
><
><
Et� - — — — — — — — — — -
—
— — — — — - \L� —
— — — —
— — — — — - --
— — — — — — — — — —
— — — — — — — — — — — -
— — — — — — —
— — — — — — — — — — — -- --
— — — — — — — — — — -
it --- 11
--------- ---------------
------------- ---------------
---- 17-
-----------
t-41
------------------
it ---
Fl —
ED
I
T
— —
— —
STEEL FRAr'1E BRIDGE,
AND STAIRS 5T' OTIl
REFERENCE ONLY
I 0L)ERS
FOR
Id I
7-1 _7 F7 7-1
-----------
— — — — — — — — — — -- I
AND AILL" C I
IVIESE ?LPNS Coll
SOSJECI 10 AN1 cor-cl RS I
AND
ED By FIELD INS?EC01RDER I
IREQU'R IN
NECESSAIV
MAI BE LE Co
y V41111 ALL P"PPL1CAB
C)Mpt
[7T
------------
----------- --------
CONI
FTIl
A
— — — — — — — — — — — — — — — — - —
--------------- -------------------
------- CL ----------------
-7 7_7 T 7
T
R
_J
all
4'- 2 L &'-v L 4l-(O" 411 L!I ll 90? - 5 4'- 4'
F a,l
it 11
L 11 11
6, IS)
J'_ 10-
-tit. - M
� D-2
------ ------
IFE�. ..............
L 12'
— --------------
- — — — — — — — — — — -
EJ I
�4 — — — — — — — — — — — —
--------------
L
d) LLI
LD— — — E — — — L ------
<
I :LIE :I—] ID o-
It I
_J >_ I U1
Mi I l
a (3 LILI
it I 1 0 - 0 1
I Q - I W
L
W
7-1 777 1 14 1 (s.), I (��, I n, 711
(e
C-1
_J
4)
1 0
7
e
(9
W J)
dO
d).q
Z 1:
C-1
all
NOTE:
THESE FOUNDATION 16 BASED ON LOADS PROVIDED 1BY ALLIED
STEEL EBLDG. SHOP DRAWINGS - THE ENG. Or RECORD REVISE
AND APPROVE THESE SHOP DRAWINGS THEY ARE ACCORDING
TO Iiii 2004AND 45CE 7-02,
Design Group, LLC
AA26001282
5835 Blue Lagoon Dr. Suite 200
Miami, Florida 33126
Tel. 786.275.8480
Fax 786.275.8474
www.dnbdesigngroup.com
ALLIED NEW
TECHNOLOGIES
PLANT
"MAIN BUILDING'
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORI
3901 NW 11 5th AVE
DORAL FL 33178
305.888.2623
DNB PROJECT NUMBER
07-120a
OWNER'S PROJECT NUMBER
10*1111111411111
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
DRAWN BY: APPROVED BY:
R.B. F.D.
DATE: SCALE:
12.03.07 ASSHOWN
CONSULTANTS:
Conve I AVS In*
Tia
X10691 North Kendall Dirve, Suite 303B
V
11,
Id.
MiI Florida, 33176�USA
Adolfo J. Gonzalez, F
STATE OF FLORIDA STRUCTURAL ENGINEER
2050 Conal Way. Suide 400 Miami, Florida 3
Phone: (305) B56-8935 Fax (305) 111
AI`Rjllli� 7 BUM
SEAL/SIGNATURE
This drawing is the property of
DNB Design Group and is not
to be reproduced or copied
in whole or part. It is not to be
used on any other project
and is to be returned on
request.
COPYRIGHT 0 2006
SHEET TITLE
SHEET NUMBER
IS 1081
Z
SECOND FLOOR PLAN
SCALE: 1/8"=1W
REFER 70 PRE-FA5 SHOP DUJI
AND C41-Ce FOR 5HEAR AND
5E4R1Nr3 CONNECTION5 ��
a'x12` CONC. Tl�
5EX*1 Lu/ 4 0!5, CONT.
AND 4*3 TIE5 @ 10" o�r_
a"xia" CONC. TIF —
BEAM �u/ 4 1*5 CONT,
AND 03 TIE5 so 10" o.c.
REFER TO PRIE-F,45 SHOP DUJGT5
AND CALCe FOR eHEAR AND
5F,41`;�ING CONNECTIONS ----\
5'x12` CONC. TIE —
BEAI'l Lu/ 4 1*5 CONT,
AND 03 TIES 0 10" o.a.
N11111=7==
— I , I I � , , ". I ',. 1
4" r-ONc. &LAB Lu/4 4 e 12' c.c.
EACi4 U),4T' 50TTOM (TYF)
20" FII CONC, JOIST
UJ/4" COMPOSITIE &LA5 @
NEOPRENE 51FARINn PAD
MAIN ELECTRICAL
ROOM I
4" cONC. 5L.A5 w/1 4 12 " o.a.
EACH LJAY 5OTTOM (TYP)
20" FRE-F,45, CCNC. JOIST
LJ11v coMFOSITIE SLAB e
NEOPRENE 5EARINn PAD
QUALIT�r' CO
ROOM
WALL CaNc;RETE FOCTINS
(REFER TO FOCTINS 5CHEDUI E)
SECTION
SCALE: F-0"=1/2"
a`x12` CONIC- TIE
BEAM Lu/ 4 *15 CONT.
AN:) 03 TIES -m 10" cz.
MODULAR METAL FLOOR
bS OTHER&
FOR REFERENCE ONLY 5"x1ro" OONG. TIF
BEAM Lu/ 4 05 CONT.
AND #3 TlEe -5 10" a.c,
5`x12` CONIC. TIE —
BEAM uul 4 *15 CONT.
AND *13 TIE& @ 10" c�r_
&%�k CONCRETE SLAB L1ITI DOUBLE LAYER 6"x,6" - 1-4xl.4
LUELDED LUIRE ME51-1 OVER VAPOR BARRIER
ON CLEAN, WELL COMPACTEE.D FILL. FREE OF
ORGANIC- MATTER. M,4XI"Ur� SIZE OF AN" ROC<S
LUITHIN 12" BELOLU THE FLOOR SLAB SHALL
BF A MAXIMUM OF 3" IN DIAME!71ER� SLAB 5kALL
5E Fc = 4,000 P51,
3' CLEAR SPACING
F-ROt'l BOTTOtl OF
SLAIS (TYP.)
COMPACTED FILL
PROVIDE VAPOR
E3,4IRRIER
910ea
W I
an
W
7717
EL. +53'-0'
ARF,
EL. +31'-0"
TOP OF CONC.
TIE 5=41"I
5`X(5`X! )NCRET MASONRY
Go
UNIT WITH c3 GAUnE L,4DDER
L
TYFE I REINFORC-
I,
E VIE R) R5E
I #F�IN 3000
PROVIDED C�
OUT,47TILILLED CELI
E
)UT OTTOM TO
ENSURE PROPER 91 4 DID LJEEP HCLE5
2/3 L_�N
3 OF
AT 1/3 AND I_ HOO< RE NF.
BAR " AT To OTTOM FILLED
CELL& AT ALLL7--t�FNEZ5 ANP AT
SPECIFIED 61`4CN� 45 INDICATED ON
FL4N5 AND ENSINEFERINC;.
EL. -19'-0"
A.F.F.
EL. +14'-0'
4FF
EL. �121-O`
f0f:F —OF CONC
TIE BEAt'l
NOTE:
CONTRACTOR SHALL COORDIN47FE
AND VERIF'T' ALL DIMEN51ON5 WITH
ARCHITECTURAL DLL136.
FILE COPY
8`x0'xIro' GCNCRiET� T-1,45ONRY
UNIT LUITH 9 GAUGEiLADDER
TYPE HORIZONTAL�REINFORC.
EVERY OTHER C04RSE
\NOR,-
t4S PAD N�V PROP 01�4S
t�?Ecl%
V;SE P0, JO Atv CO
q�)VI
P,t4u a WASPPOOP, "11,
Bq oI DIER 10
cis�
�Rf II OR
MPN INE C
COMP _N \411"
I 05IN 3000 F51 Cai U7 FILLEED CIH-L.
PROvIDED CLE4NOU7 AT 5OTTOI" TO
ENSURE PROPER FILL, ADI'.') JJEEF HOLIE=5
AT 1/3 AND 2/3 OF 5FAN_ HCO< REINF.
BAR 12" AT TOP AfD 50TTCM FILLED
CELLe AT ALL CofPNER5 AND AT
5PECI71ED 5fACIN3 A5 INDICATED ON
PLANS AND ENrillNIEERING.
05 5TAII 54RS ALL 5FLICEe
SHALL BE A MIN, 4�5 BAR DIAr-lETERe
FIN_
LU4LL CONCRETE FCOTINC;;
(REFEr-,' TO FOOTIN(f% 5C:HEDULE)
NOTE:
THE5F: FOUNDATION 15 5A5ED ON LOADS PROVIDED BY ALLIED
5TEEL 5LPG. SHOP DRAUJINGS - THr= ENG. OF RECORD REVISFz
AND APPROVE TI4E5E SWOP DRAUJING5 THEY ARE ACCORDING
70 F-Bur- 2004 AND ASCE -1-02.
DeNeB
Design Group, LLC
AA26001282
5835 Blue Lagoon Dr. Suite 200
Miami, Florida 33126
Tel. 786.275.8480
Fax 786.275.8474
www.dnbdesigngroup.com
ALLIED NEW
TECHNOLOGIES
PLANT
"MAIN BUILDING"
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORP.
3901 NW 11 5th AVE
DCRAL, RL 33 i 78
305.888.2623
DNB PROJECT NUMBER
07-120a
OWNER'S PROJECT NUMBER
ISSUED FOR:
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
DRAWN BY: APPROVED BY:
R.B. F.D.
DATE: SCALE:
12,03.07 AS SHOWN
CONSULTANTS:
Conve & AVS Inc.
10691 North Kendall Drive, Suite 311
Miami, I'Vida, 33176-USA
Adolfo J. Gonzalez, P.E.
STATE OF FLORIDA STRUCTURAL ENGINEER No 58620
2050 Cornal Way. Suite 400 Miami, Fli 33145
Phwe:(305)856.8935 Fax:(305)a564936
11
17 2K"
SEAL/SIGNATURE
This drawing is the property of
DNIB Design Group and is not
to be reproduced or copied
in whole or part. It is not to be
used or any other project
and is to be returned on
request.
COPYRIGHTZ>2006
SHEET TITLE
SHEET NUMBER S1 09a
NOTE:
THESE FOUNDATION 18 BASED ON LOADS PFROVIDED BY ALLIED
&TEEL 5LDG. SHCF` DRAILJING5 - THE ENG. Or RECORD REV16E
AND APPROVE THESE 5HOf= DRAUJINGS THEY ARE ACCORDING
TO F.5.C. 2004 AND 45CE -1-02,
EL. +331.01t
TOF OF PARAPET
ffL �3' -0
TO� OF ROOF
EL, +30'-0"
TOF OF CONC. TIE 5EAY1
EL.
4.F.F
EL.
TOP OF f=ARAT==T
EL.
TOf= OF CONC-71E BEAM
EL. +14'-0"
TOF OF CONIC. SE-Ar-1
(1) S e 12" o.r-
5TARTER BAR&
CONCRETE RET41NING
JJALL (7YI=.) -
(3) 15 -a a" 0.r-
CONT� SARS
EL. �0'-O'
FIN. GRADE
REFER TO PRE-FAE3 6HOf- DWeS
AND CALC8 FOR &HEAR AND
BEARING CONNECTION5
8`xl2l' CONC. TIE
BEAM Lu/ 4 05 CONT.
AND 03 TIES a 101, ct.r-
NOTE:
CONTRACTOR SHALL COORDIN4Tr
AND VERIFY ALL DIMENSIONS WITH
ARCHITECTURAL DWGS.
a"44" CONC. BEAM
BEAM ujl 6 % CONT.
AND 114 TIES a 6" or -
CHAIN LINK DOOR
bi� OTPER6
FOR REFERENCE ONLY
7HEMICAL 570F� TI
TO (2)1/2" CONT�
REINR BARS.
REFER TO FFl 5HOFP DLIGS
AND CALC5 FOR eHEAR AND
BEARING CONNECTIONS
B`x12" CONC. TIE
BEAM w/ 4 S CONT,
AN[) 03 TIES 6 10"
TRAN&FORMER
AREA
FLOOR TO UJAI L
CONT. REINF.
LINE OF
SECOND FOUR
&'tiik. CONCRETE SLAB LUITI-4 DOUBLE LAYER &`x6l' 1.4xl.4
LUELDED U)RE MESH OVER VAFOR BARRIER
ON CLEAN, WELL COMPACTED FILL. FREE OF
ORGANIC MATTER. MAXIMUM SIZE OF ANY ROC<5
LU17HIN 12" 5ELOW THE FLOOR 51.415 SHALL
BE A MAXIMU!"I OF 3" IN DIAMETER. SLAB SHALL
BE F-r, = 4,000 1=61.
3" CLEAR SIF`ACING
FROM 50T70M OF
51-415 (7Yf=.)
7
COMPACTED FILL
PROVIDE VAFoCR
BARRIER
WALL CONCRETE FOOTING
(REFER TO FOOTING SCLEDU
(1) e 12" 0.r-
STARTER BARS
CONCRETE F4RA1FET
(T*T'P.)
(2) 05 -a 5" or-.
CONT� 5AR5
4" CONS. 5LA5 Lu10 4 ID 12" a.r-
EACH JJAY E30TTOM (TY1F)
20" f=RE-F-45. CONC. J016T
UJ/4" COt'1FDO&I7E SLAB Q &'-a"
NEOFDRENE BEARING PAID
5`xa'x1&` CONCRETE MASONRY
UNIT LUITH J GAUGE LADDER
TYFE HORIZONTAL REINF�CRG.
EVERY OTHER COURSE
I #51N 3000 PSI GROUT FILLED CELL.
FROVIDED CLEANCUT AT BOTTOM TO
ENSURE F'ROFIER FILL. ADD UJEEF1 HOLE&
AT 1/3 AND 2/3 OF 5FoAN. HOOK REINF,
BAR 12" AT TOIF` AND 50TTOM FILLED
C-ELL5 AT ALL CORNER6 AND AT
SPECIFIED 6FACING 45 INDICATED ON
F=LAN5 AND ENGINEERING.
4" CONC. 5LA5 w/0 4 a 12" a.c;.
EACH UJAY 5OTTOY (TYF-)
20" FRE-FA5. CONG. J015T
LU/4" COMFOSITE SLAB @ a'-B"
NEOFRENE SEARING FDAE)
8`xL3`x1&` CONCRETE MASONRY
UNIT WITH J GAUGE LADDER
TYFE HORIZONTAL REINFORC.
EVERY OTHER COURSE
CELL MAINTA
ROOM
FILE (PI)lPY
I #51N 3000 f=51 GROUT F-ILLED CELL.
FROvIDED CLEANOUT AT BOTTOM TO
ENSURE f=ROFER FILL, ADD LUEEF HOLE5
AT 1/3 AND 2/3 OF 5FAN. HOOK REINF.
54R 12" AT TOP AND BOTTOM FILLED
CELL5 4T 4LL CORNERS AND AT
FIFECIFIED 5FACING AS INDICATED ON
f=LANe, AN[) ENGINEERING.
05 57ARTER 5AR6 ALL 51=LICE5
&HALL BE A MIN. 40 BAR DIAMETER5
W4L-1 CONCRETE FOOTING
(REFER 70 FOOTING 5r-k-�EDULE)
SECTION
111111111
SCALE: I'-O"=1/2"
S`x12` CONC. TIE
BEAM ud/ 4 $15 CONT�
AND 03 TIES ID 10" cpz..
LU
5`xl2` CONC. TIE
5EAt'-1 uj/ 4 *5 CONT.
AND 03 TIES -s 10" o,c.
a`x5`x1(o` CONCRETE MA5CNRT`
UNIT UJITH IB GAUGE LADDER
TYfFE HORIZONTAL REINFORC.
EVERY OTHER COURSE
1 05IN 3000 P61 GROL�T FILLED CELL -
ENSURE FROPER FILL. ADD WEEF HO
!F'ROVIDED (--LEANOUT AT BOTTOM TO-E-5
AT 1/3 AND 2/3 Or 5fF'AN, HOOK REINF.
BAR 12' AT TOF AND BOTTOM FILLED
CELLS AT ALL CORNERS AND AT
5FECIFIED SFPACING AS INDICATED ON
PLAINS AND ENGINEERING.
ROOM
RECTIFIE
&%I-k CONCRETE 5LA5 WITH DOUBLE LATER 4a;`xf,0` - Axl.4
LUELDED UJIRE MESH OVER vAFOR BARRIER
ON CLEAN, WELL COMPACTED FILL- FREE OF
ORGANIC; MATTER. MAXIMUM SIZE OF ANY ROCKS
LUI7HIN 12" 5ELCU) THE FLOOR eLA5 &HALL
BE A MAXIMUM Or 3" IN DIAMETER. SLA5 SHALL
BE Fr- = 4,000 F5I.
3" CLEAR SPACING
FROM BOT70M OF
SLAB (7Yf=.)
COMIF'ACTED RILL
FROVIDE VAFOR
BARRIER
LUALL CONCRETE FOOTING
(REFER TO FOOTING SCHEDULE)
(=2
SI 1(0,9
51 10a
L
DeNeB
Design Group, LLC
AA26001282
5835 Blue Lagoon Dr. Suite 200
Miami, Florida 33126
Tel. 786.275.8480
Fox 786.275,8474
www.dnbdesigngroup.com
(1) 05 a 12
STARTER BARS ALLIED NEW
CONCRETE fF`ARAI=`ET TECHNOLOGIES
T YT fF.)
PLANT
2 �))O E-� Q Ock �`o- r- "MAIN BUILDING"
CONT. 5AR5'
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORF
3901 NW 11 5th AVE
CORAL, FL 33178
305.888.2623
DNB PROJECT NUMBER
07-120a
OWNERS PROJECT NUMBER
ISSUED FOR:
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
(1) 05
CON7, BAR
THESE PLANS AND ALL PROPOSED WOW
AND SUBjEeT f0TANY CORRECTIONIS
REQUIRED BY FIELD INSPECTORS THIN
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
DRAWN BY: APPROVED BY:
R.B. F.D.
DATE: SCALE:
12.03.07 ASSHOWN
CONSULTANTS:
Conve & AVS Inc.
10691 No� Keqdall Drive, Sure 303B
Mil F.�d., 33176-UM
Adolfo J. Gonzalez, P.
STATE OF FLORIDA STRUCTURAL ENGINEER !,.
2050 Coral Way Suite 400 Miami, Florida 331
Phi (305) 656-8935 Fax: (305) 8%8936
A -117 '=a
SEAL/SIGNATU
This drawing is the property of
DNB Design Group and is not
to be reproduced or copied
in whole or part. It is not to be
used on any other pr&ect
and is to be returned on
request.
COPYRICHT C 2006
SHEET TITLE
SHEET NUMBER S1 10a
morps
M
F
ON
WE
ME
14'-'32" 41-
151-61.
2
31-0 1
2
31-0 111
2
2
2
III
no
0
.7
M-1 - - - - - - - -
7
- - - - - - -
b
2
IL ------
---------------
----------
I" i ::: __7 T 7 r T
+
L --------- __1 iro -41 L
7_3
17 �_
oo
On
-El-
—L"
Q
IL
iL F-I�
L -a
_J
L
L
all 51-111
17'- -1
20'-5'
L
J_
F-I
41
Pill 2;�
§F
-J ----- . . . . .
F;
J
F
THESE ii AND ALL PROIN _:r'NORK
AND SUBJECT TO ANY CORkE, 1 ,,DNS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORIt TO
COMpLy WITH ALL APPUC"LL IIII.ODES.
Ir - - - - - - - - - - el 7 �__ 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
+
I L . . .
J L - - - -
F1 I ___1 11
PTFL — _J
F-6 �n
V� do
On L
F_
41
- 711.
r_. 7 FF ]I
4-1-4
+ J
L _4__ J 4 ol 1 + Li - 4
el-
2
E, _0
IF
el-52" F-ro L-1 0 J
F-C,
I L T
L dri-_ LE3
+ 7
r L
F1_
74V J
Lf) - - -
_& _-I, F-0 F_
74� -4F-79, F-iL IF-6 Foil 1: _r�$ 7 7 T�$
-L N _1_1-J_L_ I —1.L A- 1 0
I t t_
ri �D I It- F-1 :L" RJ
�I-t Nil,
2'-0"
2 41-72
11)
k
T
X . 9, _111. — F — I- - __ !J
- r
3�1_111 121-il L F, I L Il
-114 '-5 f - 11
'All 4 4 t 4l
0 -41 T -11 2 "O'l
T1 4 -1
F; 17 1 2 2 2
+ 4-
L
ro - < L 4 L III -L- -
L _J� Tin :,�I: 4 1 1 F _J I
7F+ 7
L
11 rH1 F-7
L --- ---- - J
F1 1! -. , - i= '144 111 X +
-
7 [ & - I* - '_6 F F - 6+ T
F 1 (0 F
+ X
+[+ + L
LL
F 4�ij 611 L I L
F_ IL-L
X
J
J
F_ F
-J & YX 4/4--� 4--5
+I E1+
31 2 1
4'-
2'- 4 5" it -14-3
f 2
rZ:�p ;t -7
L
4
P-
Q
- * ------- --- �Wj
Fir 17
+L±Jtn,� ------- 1 L� +,!J
I 12+�J J C, to
P-
7 (9rr 11
_ll 4-� _L,
F =��TWT
5.. �,`!l L
i Ell 121,
Fff
-------------- liL -I- �
_E3_ I
tL+±J+ --+Lj-Jt —
Q - ZE
T"
(F
I- ----------- --- Etl- + -4 F 7
--It
L
IF i&t F - &
HE"p-15
F -4v F
4'-22 -6 1 W
11-0 131-211 1 2 It
11.011
51 -011 q
+ +
LT
r
4'- 31 51-111 5. - or
2 1 a) j
L--------------- J L --------------- J
L
F7
F-i 4i
Nt
L-L-L
Fir
r
7
r7
, ____T --------------- --------------------
OtJ
L
20'-0'
20.-0.,
L
4
J
J
J
E2
J
L
4
at
-3r
14 .4"
1 L4�
11 :—ali
-a
It
13
-011
J
J
iij
L
�7
T
L 1
-2"
411
41-
IF
0
-1
2
-7 2 J
J
4
1
L
-A t
�� 6��7,-
��i -1-1 __
LL -7- -7 - -t -L7
-------------
. I
6)i
t_J__t7_t: L _:__r
- - - - - - - - - - -
- - - - - - - - - -
- - - - - - - - - -
- - - - - - - -
- -
----------
----------------------
------
L
T
L -1
L
L
I
-41
I
Jil 6�
12' -1
Tl-1
1
2
2
I
J L +J
7
-7 - - -
- - - -
-
- - - - - - -
r - - - - -
- - - - - 7-
�l
1,
4-
12 -0" ro
4- C,
141
11
0
a 31
24l-O'
all
31.511 7
7 2
- - - - - - - - 41-
---------------
4
1
1 -
00,
111 1 X
------- --- 41- -------------
I I I I 1 111 1 1 1 1 1 1 it I I I I IN
11411; 1111 ll� I I I iiiiiiiiii
I ---
----------- -------
I I-
I �0
_L;
lL
L---------------
IL ---------------
(!,
>
--------------- 11
L ---------------
J
III
t- 51---4�
- t ---
-----------
le -
`41" 3 t - 4'1
till
a)
121111,
2
r
0
Al
21'-0"
1 -01,
L,
_J
0)
Lf I
-Isil ISI-0
-----------------------
----------------------
------------------------------
---------
35,
01
at -Oil I
21'-0" -01 74
------- ------ --------------------------------
-----------------------------------------------
L --------------- J
NOTE:
THESE FOUNDATION IS 15ASEP ON I-Ol PROVIDED 15Y ALLED
STEEL ELDG. SHOP DRALUINGS - THE ENG. OF RECORD REVISE
AND APPROVE THESE SHOP DRALLING5 THEY ARE ACCORDING
TO F.E.C. 2004 AND A5CE 1-02.
Design Group, LLC
AA26001282
5835 Blue Lagoon Dr. Suite 200
Miarl Florida 33126
Tel. 786.275.8480
Fox 786.275.8474
www.dnbdesigngroup.com
ALLIED NEW
TECHNOLOGIES
PLANT
"MAIN BUILDING"
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORP.
3901 NW I I 5th AVE
DORAL FIL 33178
305.888.2623
DNB PROJECT NUMBER
07-120a
OWNERS PROJECT NUMBER
TYPE OF DOCS:
DOCUMENTS
DRAWN BY:
APPROVED BY:
R.B.
F.D.
DATE:
SCALE:
12.03.07
ASSHOWN
Conve & AVS Inc.
10691 Noll Karl Drive, Suite 303B
Mil Fl.ril 33176-USA
Adolfo J. Gonzalez, P.E.
STATE OF FLOR)DA STRUCTURAL ENGINEER No 58620
2050 Coral Way. Suite 400 Miami, Florida 33145
Phone: 1305) 85"935 Fax: (305) 856-8936
-13
17 _'Jj
SEAL/SIGNATURE
This drawling is the property of
DNIB Design Group and is not
to be reproduced or copied
in whole or part. It is not to be
used on any other project
and is to be returned on
request.
COPYRIGHT@2006
SHEET TITLE
SHEET NUMBER
S1 031a
Z FOU
ATION PLAN
SCALE: 1/8"=1'-0"1
nom� I
F - It F-7t
.1 __
10.41 -01,
L ITT
S
F-
4
41
L1.11; ' I P 1 7,
E
(91 r 7
—1"
q 21. 211 11 151-5 1
101-1 2 12'-0- '_B2
r tI
L a L44
L
F - V7�
T h7
20'-1'1
11 1 1 11-111
I
F-3 ----------------
IL----------------
F--------------- 7
L--------------- J
Z
ID
-0
a
F-S - �11_1"Ql - F-L,
6IL-1
_J L 7 fI
I
F
i L
__J
L __J
J4
F_ 7 F_
-1
-o"
Fl�l
f--'7
I
---------------
J: F=ff T�
F
-0
UIPMENT PAD FOUNDATION
121(01-1111
2
14- 12
F,
-I
7
--
1
r
12'-
_� I -
_K"
101-01, .4' 2
F_e� F-9,
-
F-1
L _J _J
L
11.0m
10111 41 -11 1
t
2
-r
10,
2
4'-ro"
t�'
12'
4"
2 11�2�11
4'-
4'- ro
10
F
F-6
F-16
-1
F-6
*_1L__J
til,
F-91
�X
F)
F-6
rLi
2
F - (b
2
12'�
41
—0t,
1
ro
F,
01
F.
'E
-0
+L
2
L
F
ro
-ra
F�-
F-
r-.
F
J�
el
L Fl.
2 _0�
0'
20 -0'
-2
r- - - - - - - - - - - - - - -
- -
- - - - - - - - - - - - -
- - -
- - - - - - - - - - -
14
iI Hu I I Lf, I
s L-1-J
7
I L F _J I LLJ-j
L
Q T
L
LL
F;
El
LLJJ
L -----
_J
L
r -41
F
--T]
SCALE: 1/8"=F-0"
0 P
THESE PLANS AND ALL PROPOSED WORK
AND SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
I
5N
15'- 2 "
2�
I _.
NOTE:
THESE FOUNDATION 15 15,41BED ON LOADS PROV11DEID 5Y ALLIED
STEEL 51 SHOP DRAWINGS - THE ENG. OF RECORD REvSE
AND AFFDROvE THESE SHOP DRAWINGS THEY ARE ACCORDING
TO F.5.C� 2004 AND ASCE -7-02.
Design Group, LLC
AA26001282
5835 Blue Lagoon Dr. Suite 200
Miami, Florida 33126
Tel. 786.275.8480
Fax 786.275.8474
www.dnbdesigngroup.com
ALLIED NEW
TECHNOLOGIES
PLANT
"MAIN BUILDING"
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORP.
3901 NW 11 5th AVE
DORAL, FIL 33178
305.888.2623
DNB PROJECT NUMBER
07-120a
OWNERS PROJECT NUMBER
ISSUED FOR:
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
DRAWN BY: APPROVED BY:
R.B. F.D.
DATE: SCALE:
12.03.07 ASSHOWN
CONSULTANTS:
Conve & AVIS Inc.
p6ill North Kendall Drive, Suite 303B
Miami, Forlde, 33171sUSA
Adolfo J. Gonzalez, P.E.
STATE OF FLORIDA STRUCTURAL ENC31NEER No 58620
2050 Coral Way. Suite 400 Miami, Florlda 33145
Phone: (305) B56-8935 Fax (305) 856-8936
7
SEAL/SIGNATURE
This drawing is the property at
DNB Design Group and is not
to be reproduced or copied
in whole or port. It is not to be
used on any other project
and is to be returned on
request.
COPYRIGHT @ 2006
SHEET TITLE
SHEET NUMBER
S1 032a
1$X15 'A'
CFM EA.
j - �
SCALE: 1/4"= Vi
N
12
N
i 0"o
150
CU-4
ELECTRICAL ROOM GROUND
3 �_FLOOR MECHANICAL PLAN
0 4' 81 16'
SCALE: III V-0"
ILE COP,
1HESE pLANS AND ALI PROPoSED WORK
AND SUBJECT To ANY CORRECTIONS
REQLl 81 �IELD INSPECTORS 114AT
MA"y BE NECESSARY IN ORDER TO
CoMpLY WITH ALL APpLICABLE CODES.
=-A
AM Consulting Engineers LLC
Certificate OF Authorization #9692
Jose M. Martinez, P.E. #56018
8353 SW 124 St. Suite 108 TEL. (305) 256-1621
Miami, Florida 33156 FAX (306) 255-1732
To THE BEST OF MY KNOWLEDGE THE PLANS AND SPECIFICATIONS SUBMITTED
HEREWITH COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE
APPLICABLE BUILDING CODES, THIS DRAWING IS THE SOLE PROPERTY OF
'JMM CONSJLTING ENGINEERS LILC' AND IS AN INSTRUMENT OF SERVICE NOT TO BE
REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS MITTEN PERMISSION
OF LIAM CONSULTING ENCINNERS, LIC.
-DoNoB
Design Group, I-I-C
AA26001282
5835 Blue Lagoon Dr. Suite 200
Miami, Florida 33126
Tel, 786.275.8480
Fax 786.275.8474
www.dnbdesigngroup.com
ALLIED NEW
TECHNOLOGIES
PLANT
"MAIN BUILDING"
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORP.
3901 NW 11 5th AVE
DORAL FIL 33178
305.888.2623
DNB PROJECT NUMBER
07-120a
OWNERS PROJECT NUMBER
ISSUED FOR:
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
DRAWN BY: APPROVED BY:
R.B. F.D.
DATE: SCALE:
12.10.07 AS SHOWN
CONSULTANTS:
Conve & AVS Inc.
10891 North [endaii Di Suite 303B
Miami, Flonce, 35175-USA
ni P OAC
Adolfo J. Gonzalez, P.E.
STATE OF FLORIDA STRUCTURAL ENGINEER ND. 585�
2D50 Coral Way. Suite 400 Miami, Florida 33145
Phone: (306) 866-8935 Fav: (305) 856-8936
SEAL/SIGNATURE
FRANCILIS J. DOMOND, R.A.
AIR - 93304
This dravAng is the property of
DNB Design Group and is not
to be reproduced or copied
in whole or part. It Is not to be
used on any other project
and is to be returned on
request.
COPYRII M06
SHEET TITLE
ENLARGED
MECHANICAL
FLOOR PLANS
SHEET NUMBER
M-1.10a
I
I
M
SEC'OND FLOOR MECHANICAL PLAN
Z 0 81 16' 32'
SCALE 1/8" = V-0"
DoNoB
Design Group, LLC
AA26001282
5835 Blue Lagoon Dr. Suite 200
Miami, Florida 33126
Tel. 786.275.8480
Fax 786.275,8474
wwwAnlodesigirgroup,com
ALLIED NEW
TECHNOLOGIES
PLANT
"MAIN BUILDING"
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORP.
3901 NW 11 5th AVE
DORAL FL33178
305.888.2623
DNB PROJECT NUMBER
07-120a
OWNERS PROJECT NUMBER
ISSUED FOR
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
DRAWN BY: APPROVED BY:
R.B.
F.D�
DATE:
SCALE:
12.10.07
ASSHOWN
CONSULTANTS:
Conve & AVS Inc.
10591 NoTth Kon0all Dnve, Sulte 308
Miami, Modds. 33176-USA
AM Consulting Engineers LLC
Certificate OF Authorization #9692
Jose M. Martinez, RE. #56018
8353 SW 124 St. Suite 108 TEL. (305) 255-1621
Miami, Florida 33156 FAX (306) 255-1732
TO 'HE BEST OF MY KNOXEDGE, THE PLANS AND SPECIFICATIONS SUBMITTED
HCREWTH COMPLY NTH EXISTING INTERPRETATIONS AND PROVISIONS OF THE
APPLICABLE BUILDING CODES, THIS DRAWING IS THE SOLE PROPERTY OF
'JMM CONSULTING ENGINEERS LILC' AND is AN INSTRUMENT OF SERMCE NOT TO BE
REPRODUCED IN MOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION
Or JMM CONSULTING ENGINNERS, U-C.
Adolfo J. Gonzalez, P.E.
STATE OF FLORIDA STRUCTURAL ENGINEER No. 58620
2050 Coral Way. Suite 4DO Miami, Florida 33145
Phone: (305) 85&8935 Fax: (305) 856-8936
SEAL/SIGNATURE
FRANCILIS J. DOMOND, R.A.
AIR - 93304
This drawing is the properly of
DNB Design Group and is not
to be reproduced or copied
in whole or part. It is not to be
used on any other project
and is to be returned on
request.
COPYRIGHI V 2006
SHEET TITLE
SECOND FLOOR
MECHANICAL PLAN
SHEET NUMBER
M-1.02a
C
ri`�MECHANICAL PLAN —
�.2 0 0 4' 8- 16, Z
EI
SCALE: 1/4" = V-10"
ELECTR�CAL ROOM GROUND
LAN
SCALE: 1/4"= V-0"
VILE COPY
THESE PLANS AND ALL PROPOSED WOW
) SUBjEl To At'lly CORRECTIONS
ANI 4SPECTORS TRAT
REOUIRIED BY FIELD It
Nilli BE NECESSARY IN ORDER TO
CoMpLy WITH ALL APPLICABLE CODES.
0
JMM Consulting Engineers LLC
Certificate OF Authorization #9692
Jose M, Martinez, P.E. #56018
8353 SW 124 St. Suite 108 TEL (306) 265-1621
Mial Florida 33156 FAX (0) 29-1732
To T11E BEST OF MY KNOiMil THE PLANS AND SPECIFICA11ONS SUBMITTED
HEREWITH COMPLY VATH EXISTING INTERPRETATIONS AND PROIASIONS OF THE
APPLICABLE BUILDING CODES. 7l DRAWING IS THE SOLE PROPERTY OF
'MM CONSUL[ING ENGINEERS LLC- AND IS AN INSTRUMENT OF SER)ACE NOT TO BE
REPRODUCED IN YMOLE OR IN PART MTHOUT THE EXPRESS WITTEN PERMISSION
OF JMM CONSULTING ENGINNERS, L-C.
F "4"0 D
D L Ew
Design Group, LLC
AA26001282
5835 Blue Lagoon Dr. Suite 200
Miami, Florida 33126
Tel. 786.275.8480
Fax 786.275,8474
www.dnbdesigngroup.com
ALLIED NEW
TECHNOLOGIES
PLANT
"MAIN BUILDING"
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORP.
3901 NW 11 5th AVE
DORAL. fL WI 78
305.888.2623
DNB PROJECT NUMBER
07-120a
OWNERS PROJECT NUMBER
ISSUED FOR:
TYPE OF DOCS;
CONSTRUCTION
DOCUMENTS
DRAWN BY: APPROVED BY:
R.B.
F.D.
DATE:
SCALE:
12.10.07
ASSHOWN
CONSULTANTS:
Conve & AVS Inc.
10691 North Kei Drive, Suite T03S
Mli Fli 331?&USA
F�kl)Klt
Adolfo J. Gonzalez, P.E.
STATE OF FLORIDA STRUCTURAL ENGINEER No. 58620
2050 Conal Way. Suite 400 Miami, Florida 33145
Phone: (305) 856-8935 Fax: (305) 856-B936
SFAL/SIGNATURE
FRANCILIS J. DOMOND, R.A.
AIR - 93304
This dravving is the property of
DN8 Design Group and is not
to be reproduced or copied
in whole or part. It is not to be
used on any other project
and is to be returned on
request.
COPYRIGHT 0 2OG6
SHEET TITLE
ENLARGED
MECHANICAL
FLOOR PLANS
SHEET NUMBER
M-1.10a
6 MkIs
nk
1/4-0 STAINLESS
CABLE W/ PLASTIC
BOLTED TO STEEL
FLEX CONN
FRAME W/ 3/8' Bi
SUCTION LINE
TO WITHSTAND 150
AIR COOLED
LIQUID LINE
HURRICANE FORCE
(TYPICAL)
COND. UNIT
PITCH
--
CHARGING----//
DOUBLE PORT
VALVE
RO(
SIGHT GLASS
THERMAL EXP.
DRIER
VALVE W/
EXTERNAL
EQUALIZER
F,3
I �Q�
DX COIL
WALL
FIXED
WEATH
LOUVEI
AIR
CAULK
AIR HANDLING UNIT PITCH
GERANT PIPING DIAGRAM
ALUMINUM OR STEEL
WALL SLEEVE
VENTURI RING
1" MESH
SCREEN
DIRECT DRIVE MOTOR
PROPELLER
SUPPORT MOUNTING
ANCHOR ANGLE -LAG
SCREWS OR ANCHOR
BOLTS
PROPELLER WALL FAN DETAIL
N.T.S.
SPIN COLLAR F11TING WITH EXTRACTOR
LOW VELOCITY RETURN
AIR DUCT (SEE PLAN
VIEW)
AIR FLOW
DUCT CONNECTION SHALL BE AT THE
TOP OR SIDE OF PLENUM AS SPACE
CONDITIONS PERMIT.-t,
HANGER
SCREWS
10* DIA.
MAX.
NSULATED FLEX DUCT
-SEAL JOINT WITH DUCT
SEALER & TAPE
ZINSULATED PLENUM
�C��LING DIFFUSER
MAXIMUM LENGTH OF FLEXIBLE DUCT
RUNOUT TO DIFFUSER TO BE 10 FEET
CT CONNECTIONS DEJ
LOAD RATED
FASTENERS HANGER STRAP FOR FLEXIBLE DUCTS
TO BE MIN. 22 GA.1-1/2- WIDE FOR DUCTS
UF
UP TO 24" DIAMETER, MAX. 12 Fr. SPACING
24" DIA.
BAND SAME SIZE
O" DIA. MAX.
AS HANGER STRAP MAX.
HANGERS MUST NOT DEFORM DUCT SHAPE
CONDENSING UNIT
BOLTED TO STEEL SUPPORT
FRAME W/ 3/8- BOLTS
TO WITHSTAND 150 MPH
HURRICANE FORCE WINDS.
"CAL AT UNIT MOUNTING POINTS)
VIBRATION ISOLATORS (TYP.)
MIAMI-DADE COUNTY APPROVED
SUPPORT
FOR FLASHING SEE DETAIL
WELD
INSULATION
6" X 6" X 1/4'
STIL. PLATE
1/2"
THRU-BOLTS WITH NUTS
CONIC. SLAB
CONDENSING UNIT ROOF
MOUNTING DETAIL
N.T.S.
NOTE:
CONDENSING UNIT SUPPORT FRAME SHALL BE AS MANUFACTURED BY
PRECISION ALUMINUM PRODUCTS, INC., MIAMI-DADE COUNTY APPROVED
NOA No. 02-0514.02 ALUMINUM ALLOY CONSTRUCTION
MAINTAIN MFRS RECOMMENDED
CLEARANCES FOR ARIFLOW AND
MAINTENANCE ACCESS
AIR HANDLING UNIT SECURED
TO STRUCTURE W/ HANGER RODS
PROVIDE VIBRATION ISOLATORS
MASON MODEL PC30N OR EQUAL
OUTSIDE AIR DUCT W/
MANUAL VOLUME DAMPER
SEE FLOOR PLAN
FOR SIZE.
RET. AIR DUCT
SEE
W1 O.B.D. SEE
FLOOR PLAN
FOR SIZE
400 STAINLESS STEEL
W/PLASTIC COVER
FCONDENSING UNIT
1/4-0 STAINLESS STEEL
CABLE W/ PLASTIC COVER
�BOLTED TO STEEL SUPPORT
FRAME W/ 3/8- BOLTS
TO WITHSTAND 150 MPH
HURRICANE FORCE WINDS.
L (TYPICAL)
ROOF MOUNTED EQUIPMENT HEIGHT REQUIREMENTS
WIDTH OF EQUIPMENT
HEIGHT OF LEGS
(INCHES)
(INCHES)
UP TO 24
14
25 TO 36
18
37 TO 48
24
49 TO 60
30
61 AND WIDER
48
CONIC FLOOR/ROOF DECK
REF. PIPING -7 HANGER RODS
SUPPLY AIR DUCT.
SEE FLOOR PLAN
FOR SIZES
DUCT MOUNTED SMOKE
DETECTOR WHERE SPECIFIED
'-
RETURN AIR
RACK,ACCESS
PLENUM WITH FILTER
DOOR(S).FILTER(S).
\
LCONDENSATE DRAIN LINE AND ��FIN. CEILING
TRAP.REFER TO PLUMBING DWGS.
\,i
LOCATE FOR
EASE OF ACCESSIBILITY.
-
AUXILIARY DRAIN PAN W/ FLOAT SWITCH
SHALL BE 6" BIGGER THAN THE AHU
ON ALL SIDES, 2 INCHES DEEP, GAGE 16
GALVANIZED STEEL
AIR HANDLING UNIT MOUNTING DETAIL
N.T.S.
REFRIGERANT
LINES
FAN SECTION
SUPPLY DUCT
!��FLEX71BLE
CC
CONNECTION
DUCT
NEOPHRENE PAD
DRAIN TRAP
(FOUR CORNERS
_,-CONDENSATE
FOR CONTINUATION SEE
PLUMBING DRAWINGS.
4" HIGH CONC.
PAD J FIL OAT SWITCH
WIRED IN SERIES
AUXILIARY DRAIN
PAN
(GALVANIZED SHEET WITH T'STAT CIRCUIT
18 GA.) PROVIDE
FLOAT SWITCH WIRED To TO SHUT OFF UNIT
STOP UNIT UPON
OVERFLOW DETECTION. IN CASE OF AN OVERFILL
TO DRAIN PAN.
AHU-
1
& AHU-2 MOUNTING DETAIL
N.T.S.
HVAc NOTES
1.0 GENERA
1.1 PROVIDE FURNISH AND INSTALL ) ALL NECESSARY
R
MATERIALS AND LABOR FO A COMPLETELY OPERATIONAL
AIR CONDITIONING, HEATING AND VENTILATING SYSTEM AS
SHOWN ON THE DRAWINGS AND HEREIN SPECIFIED
1.2 INSTALL IN ACCORDANCE WITH THE FLORIDA
BUILDING CODE, ASHRAE, SMACNA, NFPA AND LOCAL
ORDINANCES.
1.3 SCOPE OF WORK
PROVIDE THE FOLLOWING COMPLETE SYSTEMS
A. SUPPLY AND RETURN DUCT SYSTEM.
B. EXHAUST SYSTEM FOR TOILET ROOMS.
C. AIR CONDITIONING UNITS WITH REFRIGERANT PIPING
AND CONTROLS FOR OFFICES.
D. EMERGENCY GENERATOR EXHAUST PIPING & INSULATION.
E. INDEPENDENT TEST AND BALANCE.
1.4 CONTRACTOR MUST BE FAMILIAR WITH THIS TYPE OF INSTALLATION
AND THOROUGHLY UNDERSTAND ALL THE REQUIREMENTS FOR
THE INSTALLATION OF EACH PIECE OF EQUIPMENT HEREIN SHOWN.
ITS PROPER OPERATION REQUIREMENTS AND TESTING
PROCEDURES FOR CITY APPROVALS.
1.5 PAY FOR ALL FEES, INSPECTIONS AND CONNECTION
CHARGES REQUIRED
1.6 VERIFY AT JOB SITE ALL SPACE CONDITIONS, DIMENSIONS
AND EQUIPMENT SIZES PRIOR TO DUCT FABRICATION OR
INSTALLATION. COORDINATE REQUIREMENTS TO AVOID
INTERFERENCE WITH OTHER TRADES.
1.7 NATURE OF DESIGN DRAWINGS:
DESIGN DRAWINGS ARE DIAGRAMMATIC AND DO NOT INTEND
TO SHOW EVERY FITTING, ELBOW, TRANSITION, ETC. THAT
WILL BE NECESSARY FOR A COMPLETE OPERATIONAL SYSTEM
AS REQUIRED BY THESE SPECIFICATIONS,
1.8 COORDINATION DRAWINGS:
PREPARE 1/4" SCALE COORDINATION DRAWINGS SHOWING
MAJOR SYSTEM COMPONENTS FOR A/E APPROVAL.
1.9 SUBMIT SHOP DRAWINGS FOR ARCHITECT / ENGINEER
APPROVAL BEFORE PROCEEDING WITH THE PURCHASE OR
INSTALLATION OF EQUIPMENT AND MATERIALS.
SUBMIT AL AT ONCE IN A BINDER WITH AN INDEX AND DIVIDERS AS
REQUIRED TO SEPARATE ALL DIFFERENT MATERIALS AND EQUIPMENT.
1.10 GUARANTEE ALL WORK FREE OF DEFECTS IN MATERIALS
AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM
DATE OF ACCEPTANCE.
2.0 MATERIALS
HIGH PRESSURE MASTIC.
2.1 DUCTWORK: ALL JOINTS SEALED WITH
2.1.1 GENERAL. ALL DUCT SIZES SHOWN ARE CLEAR INSIDE
DIMENSIONS.
2.1.2 DUCTWORK MATERIALS:
A: TOILETS ROOM EXHAUST AND FRESH AIR INTAKES:
GALVANIZED SHEET METAL, CONSTRUCTED, AND INSTALLED
ACCORDING TO LATEST EDITION OF SMACNA'S. LOW
PRESSURE CONSTRUCTION STD. (0.5- W.G.)
SEAL ALL JOINTS WITH APPROVED FIRE RATED MASTIC.
B: SUPPLY & RETURN AIR DUCTWORK
GALVANIZED SHEET METAL, CONSTRUCTED, AND INSTALLED
ACCORDING TO LATEST EDITION OF SMACNA'S. LOW
VELOCITY CONSTRUCTION STD. FOR 2" STATIC PRESSURE.
INSULATE WITH 1-1�2" THICK FIBERGLASS BLANKET INSULATION
WITH APPRO & SMOKE REINFORCED ALUMINUM JACKET.
C: ROUND INSULATED FLEXIBLE DUCT
PROVIDE AS SHOWN ON PLANS, WIREMOLD VICK
WJ 1-1/2" INSULATION & REINFORCED ALUM. VAPOR
OR APPROVED EQUAL.
MAXIMUM LENGTH PERM17ED PER RUNOUT = 5'-0"
2.1.3 DUCT INSULATION: (ALL A/C SUPPLY & RETURN)
1-V2",THICK, 1-1/2 LB. DENSITY GLASS FIBER BLANKET
WIT RE NFORCED ALUMINUM FOIL VAPOR BARRIER.
SEAL ALL JOINTS WITH APPROVED FIRE RATED MASTIC.
2.1.4 ACOUSTICAL LINING: (ALL A/C SUPPLY & RETURN)
LINE FIRST 10 FT FROM UNIT WITH 1" THICK GLASS FIBER
MATT FACED. PAINT WITH ANTIBACTERIAL COATING.
ATTACH TO DUCT WITH APPROVED SMACNA PROCEDURE.
2.1.5 DUCTWORK ACCESSORIES:
A. PROVIDE DOUBLE THICKNESS TURNING VANES AT ALL
SQUARE ELBOWS. WHERE THE ELBOWS ARE RECTANGULAR
INSTALL SINGLE THICKNESS INSTEAD.
.1 ALTERNATE A: PROVIDE 3-PIECE ELBOWS IN LIEU
OF TURNING VANES FOR GLASS FIBER DUCTS ONLY.
.2 ALTERNATE A: PROVIDE FULL RADIUS ELBOWS IN LIEU
OF TURNING VANES.
B. PROVIDE VOLUME EXTRACTORS BEHIND EAC ' ]i R#&
OUTLET AND AT EACH DUCT
RfJ
2.2 AIR DISTRIBUTION PRODUCTS
2.2.1 PROVIDE SUPPLY AND RETU D DIFFUSERS
AS INDICATED ON THE DRAWINGS.
2.2.2 PROVIDE EXTRUDED ALL ALUMINUM AIR DISTRIBUTION
PRODUCTS.
2.2.3 PROVIDE FINISHES AND TYPES OF MOUNT IN COORDINATION
WITH THE CEILING TYPES AS SHOWN ON ARCHITECTURAL
DRAWINGS.
2.2.4 PROVIDE OPPOSED BLADE, KEY OPERATED DAMPERS
BEHIND ALL AIR SUPPLY OUTLETS.
THESE PLANS AND ALL PROPOSED WORK
I 4D SuBJECT TO ANy CORRECTIONS
Ati INSPECTORS TW
-�rllncn Ry FIELD
iz
MAY BE NECESSARY IN Ull<urm
COMpLy WITH ALL APPLICABLE CODES.
2.3 PIPING:
2.3.1 REFRIGERANT PIPING. SEAMLESS COPPER TYPE "I.." AND
WITH
HARD OR SOFT DRAWN ON ACR COPPER TUBING
WROUGHT COPPER BRAZED JOINT FITTINGS, WITH SILVER
BRAZING CONTAINING NOT LESS THAN 49% SILVER.
2.4 NOT USED
2.5 INSULATION:
2.5.1 INSULATE ALL REFRIGERANT SUCTION PIPING WITH 3/4"
CLOSED CELL POLYETHYLENE PRE MOLDED
INSULATION, WITH AN APPROVED PIPE AND SMOKE
JACKET. PAINT ALL EXPOSED INSULATION WITH TWO
COATS OF WHITE LATEX PAINT.
2.5.2 NOT USED
2.5.3 INSULATE GENERATOR EXHAUST PIPE AND MUFFLERS
WITH 1-1/2" CALCIUM SILICATE INSULATION.
PROVIDE .016" THICK ALUMINUM JACKET.
2.6 ALL AIR CONDITIONING COMPRESSORS SHALL BE
WARRANTED FOR A MINIMUM OF FIVE YEARS AFTER DATE
OF ACCEPTANCE OF THE PROJECT.
2.7 CONTROLS:
2.7.1 GENERAL: PROVIDE THE NECESSARY AUTOMATIC CONTROLS FOR
PROPER OPERATION OF ALL EQUIPMENT SPECIFIED HEREIN.
FURNISH MAGNETIC STARTERS AND INTERLOCK WIRING
INDICATED FOR EACH PIECE OF EQUIPMENT.
2.7.2 PUBLIC AREA DX EQUIPMENT:
PROVIDE AIR CONDITIONING UNITS WITH PROGRAMMABLE MATCHING
LOW VOLTAGE HEAT -COOL THERMOSTATS WITH ON -OFF AUTO
SUB -BASE SWITCH, FURNISHED BY THE EQUIPMENT
MANUFACTURER WITH HEAT -COOL STEPS AS REQUIRED.
2.7.3 CONTROL WIRING:
PROVIDE (FURNISH & INSTALL) POWER SUPPLY WIRING SOURCE
TO POWER CONNECTION, INCLUDE STARTERS, DISCONNECTS
AND REQUIRED ELECTRICAL DEVICES, INTERLOCK WIRING,
RACEWAY, CONDUITS, PULL WIRES AND EXPOSED CONDUITS
FOR TEMPERATURE CONTROL SYSTEM, ALL WIRING SHALL RUN
IN CONDUITS, NO EXCEPTION
2.7.4 CONTROL WIRING:
PROVIDE (FURNISH & INSTALL) POWER SUPPLY WIRING SOURCE
TO POWER CONNECTION, INCLUDE STARTERS, DISCONNECTS
AND REQUIRED ELECTRICAL DEVICES, INTERLOCK WIRING,
RACEWAY, CONDUITS, PULL WIRES AND EXPOSED CONDUITS
FOR TEMPERATURE CONTROL SYSTEM. ALL WIRING SHALL RUN
IN CONDUITS, NO EXCEPTION
2.8 STARTERS:
PROVIDE MAGNETIC STARTER FOR ALL MECHANICAL EQUIPMENT
IN THIS SECTION, OF TYPE DESCRIBED ON THE SCHEDULES
WITH HAND -OFF -AUTO BUTTON POSITIONS ON THE COVER
AND RED -GREEN PILOT LIGHTS.
PROVIDE THE NECESSARY AUXILIARY OPEN AND CLOSED CONTACTS
FOR THE INTENDED OPERATION AND INTERLOCKS.
2.9 IDENTIFICATION:
2.9.1 LABEL ALL EQUIPMENT WITH ENGRAVED BLACK PLASTIC
PLAQUES 12 " x 4" HIGH WITH 1.5" LETTERS,
3.0 EXECUTION
3.1 INSTALL ALL EQUIPMENT AND MATERIALS IN STRICT ACCORDANCE
WITH THE MANUFACTURER'S MANUALS AND RECOMMENDATIONS,
PAYING SPECIAL ATTENTION TO REQUIRED CLEARANCES
FOR INSTALLATION, OPERATION AND SERVICE.
3.2 SEAL ALL DUCT JOINTS WITH APPROVED FIRE AND SMOKE RATED
HIGH PRESSURE MASTIC.
3.3 THERMOSTAT LOCATION.
THERMOSTAT LOCATION IS CRITICAL TO PROPER EQUIPMENT OPERATION.
INSTALL THERMOSTAT AT LOCATIONS SHOWN ON PLANS.
RELOCATE ONLY WHEN APPROVED BY THE A/E IN WRITING.
3.4 WHERE R/A IS PROPOSED BY WAY OF DOOR UNDERCUTS, PROVIDE A MINIMUM
1" CLEAR SPACE BETWEEN THE BOTTOM OF THE DOOR AND THE FLOOR FINISH
CARPET OR TILE.
3.5 EQUIPMENT MUST OPERATE FREE OF OBJECTIONABLE NOISE AND VIBRATION
REPAIR AND/OR REPLACE ALL SOURCES OF NOISE AND VIBRATION FOUND
TO BE OBJECTIONABLE, TO THE SATISFACTION OF THE Al
3.6 BALANCE ALL SYSTEMS TO PROVIDE AIR QUANTITIES AND CAPACITIES
TO MATCH SPECIFIED FLOWS & CAPACITIES.
NOTIFY A/E OF ANY DEFICIENCIES NOTED DURING TESTING & BALANCING
CALIBRATE FLOWS TO NEW EQUIPMENT PER MANUFACTURIER'S REQUIREMENTS.
BEFORE COMPLETING TEST & BALANCE PROCEDURES.
ALLOW NECESSARY TIME FOR IMPLEMENTING PROPOSED SOLUTIONS
BEFORE CONTINUING WITH TEST & BALANCE.
AT END OF TEST AND BALANCE ISSUE A COMPLETE REPORT FOR A/E
APPROVAL AND ALLOW TIME AND PROVIDE NECESSARY INSTRUMENTS
FOR SPOT CHECKING WITH A/E.
SUBMIT FINAL TEST AND BALANCE REPORT TO A/E FOR ACCEPTANCE.
AIR QUANTITIES SHOWN ARE TO BE ADJUSTED AS REQUIRED
TO MEET SPECIFIC JOB CONDITIONS.
3.9 STRICTLY FOLLOW ALL MANUFACTURER'S INSTALLATION MANUALS AND
INSTRUCTIONS IN THE INSTALLATION OF ALL EQUIPMENT.
OBTAIN, FROM EACH MANUFACTURER, PROPER CERTIFICATION FOR
THE ADEQUACY OF THE INSTALLATION OF ALL PIECES OF EQUIPMENT
BEFORE PLACING SYSTEM IN OPERATION.
3.10 PROVIDE MAINTENANCE AND OPERATION MANUAL
3.11 PROVIDE AS -BUILT REPRODUCIBLE DRAWINGS.
3.12 PROVIDE INSTRUCTION TO OWNER'S DESIGNATED PERSONNEL.
JMM Consulting Engineers LLC
Certificate OF Authorization #9692
Jose M. Martinez, P.E. #56018
8353 SW 124 St. Suite 108 TEL (305) 255-1621
Miami, Rorida 33156 FAX (305) 255-1732
TO IHE BEST OF MY KNOViLEDGE. TPE PLANS AND SPECIFICA70NS SUBMITTED
HERrVyTH COMPLY WITT EXISTING INTERPRETATIONS AND PROVISIONS OF THE
APPLICABLE BUILDING CODES. THIS DRAWING IS THE SOLE PROPERTY OF
JuM CONSULTING ENGINEERS LLC' AND IS AN INSTRUMENT OF SERVICE NOT TO HE
REPPODUCED IN VIHOLE OR IN PART WTHOUT THE FXPRESS MITTEN PERMISSION
OF TIMM CONSULTING ENGINNERS, LLC.
Design Group, LLC
AA26001282
5835 Blue Lagoon Dr. Suite 200
Miami, Florida 33126
Tel. 786.275.8480
Fax 786.275.8474
�vw.dnbdesigngroup.com
ALLIED NEW
TECHNOLOGIES
PLANT
"MAIN BUILDING"
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORP
3901 NW 11 5th AVE
CORAL FL33178
305.888.2623
DNB PROJECT NUMBER
07-120a
OWNER'S PROJECT NUMBER
isl][1111112111i
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
DRAWN BY: APPROVED BY:
R.B. F.D.
DATE: SCALE:
12.10.07 ASSHOWN
CONSULTANTS:
Conve & AVS Inc.
10691 Nodh Kendall Ddi Suite J03B
Miami Florida 33176-USA
Adolfo J. Gonzalez, P.E.
STATE OF FLORIDA STRUCTURAL ENCINEER No. 59620
2050 Coral Way. Suite 400 Miami Florida 33145
Phone: (305) 856-8935 Fax: (305) 856-8936
SEAL/SIGNATURF
V-f
1
41
FRANCILIS J. DOMOND, R.A.
AIR - 93304
This drawing is the property of
DNB Design (,roup and is not
to be reproduced or copied
in whole or part. It is not to be
used on cny other project
and is to be returned on
request.
COPYRIGHI C11 2006
SHEET TITLE
MECHANICAL
SCHEDULES
SHEET NUMBER
M-2.01 a
29
SMACINIA
RECTANGULAR DUCT REINFORCEMENT
STATIC
POL OR MCL
No
RENFORCF-
DUCT "M
SSISSMI 10SISITY CLASS ON � SAM DUCT
rANAVORCEEW SPACING
DUCT
DO�
3,
2 Vr
S,
CIA
11,12"
24 Ci
A-26
13,14"
22 CA
A-24
—A
26
20 CA
A-22
A-24
A-26
I-1,18a
lea
20
A-22
A-24
2il
"J, 20"
—18 GA,
5-20
5-2
A-26
2 ji
li
r25,2fin
16 52A.
5-20
B-22
A-26
23,24"
16 GA
C-20
C-22
15.2ro
C-20
r_-22
13-26
---
21,28-
C-15
C-20
c-24
5-26
25,
o-19
0-20
C-24
—P2
C-26
—D-24
31 -
F_-i
is
2
3-1 - 42a
E-16
E-22
E-24
43 - 46"
P-20
E-22
E-24
—
4-3 - 54"
3'W
P +
Ill
F-24
—
-73'-
55 - 601
f a
G-20
F I ROD
6-22
F # ROD
24
F + R02
61 - '12"
NOT
ALI
-±JSQD
1.16
F SM
H-Is
E +ROD
W-22
E 4 111
W-24
13 - 911111"
J-18
1-20
F '+
—
&5 96a
_r,
K-111P
+
K-18
+
J-20
+
—
,aT, UP
W-10T
U" BOLT WITH HEX NUTS BOLTED TO
"STEEL ANGLE SUPPORTS
INSULATION(SUCTION PIPING)
PIPE COVERING PROTECTION SADDLE
GRINNELL FIG. 186 THRU 196
C4
L= I /4"W
(MIN.)
SHEET METAL
DAMPER
SUPPLY BRANCH
DUCT
AIR
FLOW
_W_
PIVOT
CASTING
(TYP.)
SHEET METAL
_ADJUSTINGJ DAMPER
ROD
RETURN BRANCH
DUCT
DUCT BRANCH TAKE OFF DETAIL
FOR LOW PRESSURE DUCTWORK
N.T.S.
!EW OR
WELD RUNNER TO DUCT
HANGERS MUST NOT DEFORM DUCT SHAPE
—WAW.PP Pi Vi
UNLESS FOOT
OF STRAP
IS PLACED
UNDER A
BOTTOM
REINFORCEMENT
SCREWI I MIN.
Nii
SCREWS MAY BE
OMM IF HANGER?
LOOPS
STEEL PLATE ANCHORED TO ROOF
FOR FLASHING SEE DETAIL
UQUID LINE WITH 1/4- THICK NEPORENE
SLEEVE FOR ISOLATION FROM SUPPORTS
21/2%21/21 STEEL ANGLE
COPED AND WELDED PIPE SUPPORT
ROOF TYPE PIPE SUPPORT DETAIL
N.T.S. NOTES: I.- PROVIDE ISOLATION BETWEEN DISSMILAR METALS
2.— PROVIDE SADDLE PROTECTION AT EACH SUPPORT
3.— FINISH ALL STEEL SUPPORTS WITH TWO COATS
OF BITLIMASTIC PAINT.
BAND -
ONE HALF -ROUND MAY BE USED
IF DUCT SHAPE IS MAINTAINED
LOAD RATED
FASTENERS
f �S
BAND OF SA
EXPANSION SHIELDS
x- AS HANGER
MANUFACTURED CONCRETE INSERTS
CONCRETE ANCHORS
HANGER STRAP HANGER ROD ALTERNAI
STRAP HANGERS + +
24u DIA. 50" DIA. POWER ACTUATED STUDS INTO STEEL
MAX. MAX. (STRUCTURAL UK ULLA)
RErAJNING CUP HANGER ROD
HANGER Sff
f5a C-CLAMP W/ RETAINING CUP WELDED STUDS
6a C-CLAMP W/ LOCK NUr (OPTIONAL)
WER HANGER
UPPER A LO
ATTACHMENTA A DEVICES
N.T.S.
MAINTAIN MFRS RECOMMENDED
CLEARANCES FOR AIRFLOW AND
MAINTENANCE ACCESS
CONDENSING UNIT
(2) 1/4-0 STAINLESS STEEL
CABLE W/PLASTIC COVER
1/4"- STAINLESS STEEL -
CABLE W/ PLASTIC COVER
BOLTED TO CONCRETE PAD
To WITHSTAND HURRICANE
FORCE WINDS.
CONDENSING UNIT BOLTED TO
CONCRETE PAD WITH
(3) #14 SCREWS PER SIDE
TYPICAL OF 4 Z4
4" CONCRETE PAD
MIN. 2 HINGES AND 2 LATCHES
X 2-\' X 3/16- GALV. STL
2
MIN. OPENING
PER SPECIFICATIONS
A
* Zc=:�r4
DIRECTION OF
AIR PRESSURE
DUCT MOUNTED—AC--CESSDOOR
KT.S.
COUPLING
RANGER ROD
4-1
A
Z3
Z ISOMODE PAD (TYPICAL) CONCRETE PAD
1.1. CU-1.2 & CU-1.3 CONDENSING UNIT MOUNTING DETAIL
N.T.S.
NOTES:
1 . CONCEALED OR NON-REMOVEABLE JOINTS SHALL NOT BE PERMITTED FOR UNDERGROUND PIPING,
2. MAXIMUM NUMBER OF ELBOWS FOR UNDERGROUND PIPING SHALL BE TWO WITH AN ANGLE OF NO
GREATER THAN 45 DEGREES.
0 INCHES LARGER THAN
3. PVC CONDUIT CARRYING REF. PIPING SHALL BE MIN. TW
PIPE AND INSULATION ENCASED.
4. CONDENSING UNIT SHALL BE MOUNTED ABOVE FLOOD CRITERIA.
NARROW WALL TYPE
FIRE BARRIER
1/8- PER LINEAR FOOT CLEARENCE FOR
EXPANSION AT TOP AND AT EACH VERTICAL
SIDE
RETAINING ANGLES SIZED ACCORDING TO
"SMACW RECOMMENDATIONS FASTENED
W/2-1/4- BOLTS.6- O.C. TO FD SLEEVE
ONLY
BLADES OUT OF AM STREAM
ELECTRIC —THERMAL MANUAL LINK
FIRE DAMPER FRAME, FASTENED TO SLEEVE AS
PER F.D. MANUFACTURER'S INSTRUC71ON
SHEET METAL DUCTWORK
"i SUP TYPE CONNECTION ON TOP III
B0170M AND DRIVE SUP AT EA. SIDE
STEEL PLATE SHALL OVERLAP MASONRY
A MIN, OF 1" ALL AROUND OPENING
DUCT ACCESS PANEL SHALL BE 16"x1i MAX. SIZE
DUCT WILL ALLOW,LOCATED WITHIN 12- OF FIRE DAMPER'S
LINK AND LABELED"FIRE DAMPER ACCESS" CONSTRUCTED
IN ACCORDANCE W/SMACNA RECOMMENDATIONS.
WIDE WALL TYPE FIRE BARRIER
NOTIES4
APPLY NON —HARDENING SEALANT AT ALL
JOINTS FOR AIR TIGHTNESS.
TYPICAL FIRE DAMPER
WALL MOUNTING DETAIL
N.T.S.
FIRE DAMPERS SHALL BE Ll CLASSIFIED
DYNAMIC TYPE FIRE DAMPER
NOTE
Sheet metal connections must be made usinQ g(ass fabric
and mastic (GFI 2-1/2" SQUARE WASHERS
EXCEPTION, 12"MAX. O.C. MIN. 2 PER
When construction pressure class Is 11 W.G, or Less
and sheet metal, surfaces are cleaned carefuLty UL Listed
pressure -sensitive aluminum tape may be used.
ALL connections of fibrous glass duct to equipment and
mEl duct must loe mechanicajly attached 12'(ri on
centers.
GFM
CLOSU
#1OX1-1/4 SHEET METAL
SCREWS 12-(MAX.) D.C.
MIN. 2 PER SID6
FIBROUS GLASS
GAUGE SHEET MI
22
1 "X1 'X1 "CHANNEL
FASTENED TO METAL
FLANGE
GFM
POCKET L
CLOSURE
#JOXJ-1/4 SHEET METAL
SCREWS 12"(MAX.) D.C.
MIN. 2 PER SIDE
FLANGE
Figure 2-23
#1OX1_1/4- SF
` JE
METAL SCREWi
FIBROUS GLASS
DUCT----�'
22 GAUGE SHEET
1 'X30P
FIBROUS GLASS
DUCTBOARBi
BEARING PL4i
FLANGE
METAL D
ON Sl
UCT. CLI
LOCK OR DOVE -TAIL
GFM
CLOSURE
FLANGE
Figure 2-25
SCREW PTL
OR SPOT WELD TO
EQUIPMENT FLANGE
GFM
CLOSURE
Figure 2-26 METAL DUCT
PER
SPECIFICATION
#1OX1-1/4- SHEET METAL
SCREWSS AND 2-1/2" SQUARE
WASHERS, 12"(MAX.) D.C. TO
ATTACH DUCTBOARD TO 22 GA.
"i SHEET METAL SrS
GFM CLOSURE
HEATER
6" —11
3"MIN.
6"MIN. IF HEATING
EQUIPMENT
—
FIBROUS GLASS DUI '/Xxi�� Figure 2-27 CEINVIERS
22 GAUGE SHEET MFW4_�.�FFigure 2-24
POCKET LOCK 1"Xl"Xl' BUIS ATTACHED TYPICAL DEM
N,T.S. (SMACNA SIXTH EDITION)
THESE PLANS AND ALL PROPOSED WOW
CORRECTIONS
AND SUBJECT TO ANY
REQUIRED BY FIELD INSPECTORS THM
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
FLANGE
JMM Consulting Engineers LLC
Certificate OF Authorization #9692
Jose M. Martinez. P.E. #508
8353 SW 124 St. Suite 108 TEL (305) 255-1621
Miami, Florida 33156 FAX (305) 255-1732
To THE BEST OF MY KNOlM_EDGE, THE PLANS AND SPECIFICATIONS SUSIMITTFD
HEREWITH COMPLY WTH EXISTING INTERPRETATIONS AND PRDMSIONS OF THE
APPLICABLE BUILDING CODES THIS DRAWNG is THE SOLE PROPERTY OF
�M CONSULTING ENGINEERS ULC' AND IS AN INSTRUMENT OF SERMCE NOT TO BE
REPRODUCED IN ia0LE OR IN PART INITHOUT THE EXPRESS VIRITTEN PERMISSION
OF TIMM CONSULTING ENSINNERS, li
DoNoB
Design Group, LLC
AA26001282
5835 Blue Lagoon Dr. Suite 200
Miami, Florida 33126
Tel. 786.275.8480
Fox 786.275.8474
www.dr)bdesigrgroup.com
ALLIED NEW
TECHNOLOGIES
PLANT
"MAIN BUILDING"
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORP.
3901 NW 11 5th AVE
DORAL FL33179
305,888.2623
DNB PROJECT NUMBER
07-120a
OWNERS PROJECT NUMBER
ISSUED FOR:
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
DRAWN BY: APPROVED BY:
R.B. F.D.
DATE: SCALE.
12.10.07 ASSHOWN
CONSULTANTS:
Conve & AVS Inc.
10691 WE Keni Drive., Suite 303B
M,i n1i 35116-USA
Adolfo J. Gonzalez, P.E.
STATE OF FLORIDA STRUCTURAL ENGINEER No 58620
2050 Coral Way. Suite 400 Miami. Florida 33145
Phone (305) 856-8935 Fax: (305) 856-8936
SEA[/SIGNATURE
FRANCILIS J. DOMOND, R.A.
AR - 93304
This drawing is the property of
DNB Design Group and is not
to be reproduced or copied
in whole or part. It is not to be
used on any other project
and is to be returned on
request.
COPYRIGH I (,) 2006
SHEET TITLE
MECHANICAL
SCHEDULES
SHEET NUMBER
2-
HVAC SYMBOL LEGEND:
(D
THERMOSTAT
AHU
AIR HANDLING UNIT
DUCT SMOKE DETECTOR
BTM.
BOTTOM
CON D.
CONDENSATE
TRANSITION
C. U.
CONDENSING UNIT
TURNING VANE
CONIC.
CONCRETE
45' BRANCH DUCT TAKE -OFF
CFM
CUBIC FEET PER MINUTE
HORIZONTAL FIRE DAMPER
D.
MANUAL VOLUME DAMPER
E.F.
F.L.A.
EXHAUST FAN
FULL LOAD AMPS
RETURN REGISTER
F.P.M.
FEET PER MINUTE
SUPPLY DIFFUSER
H.P.
HORSEPOWER
RETURN AIR GRILLE
H.R.
HOUR
AIR FLOW DIRECTION
IN.
INCH
0
ROOF MTD. EXH. FAN
K.W.
KILOWATT
DUCT TURN DOWN
LBS.
POUNDS
DUCT TURN UP
MAX.
MAXIMUM
FLEXIBLE DUCT
MVD
MANUAL VOLUME DAMPER (OPPOSED BLADE)
KLI N
EXISTING SUPPLY
T'A
NO.
NUMBER
vie ji
EXISTING RETURN
O/A
OUTSIDE AIR
NEW SUPPLY
RPM.
REVOLUTIONS PER MINUTE
NEW RETURN
R/A
RETURN AIR
FIRE DAMPER
REF.
REFRIGERANT
MOTORIZED DAMPER
RTU.
ROOFTOP UNIT
POINT OF CONNECTION BETWEEN NEW
S/A
SUPPLY AIR
EXISTING WORK
TEMP.
TEMPERATURE
A
AIR DISTRIBUTION DESIGNAT10N
NOTES:
AIR DISTRIBUTION
SCHEDULE
SYMBOL
NECK SIZE
MFGR.
MODEL NUMBER
REMARKS
SEE FLR. RAN
TITUS
TDC (24X24 MODULE)
S/A DIF.
SEE FLR. PLAN
TITUS
272 FL
S/A REG.
SEE F[R. RAII
TITUS
50F
R/A GRILLE
(D
SEE FLR. PLAN
RUSKIN
EME 6625D
LOUVER
NnTFSi
1 . REFER TO PLAN FOR QUANTITY, LOCATION AIR THROW
PATTERN AND SIZES.
2. ALL AIR DISTRIBUTION DEVICES SHALL BE OF EXTRUDED
ALUMINUM CONSTRUCTION, FURNISH WITH OPPOSED
BLADE DAMPERS AND CONCEALED MOUNTING FRAME
FOR ACOUSflCAL OR PLASTER CEILING INSTALLATION.
3. LOUVER SHALL HAVE MIAMI-DADE COUNTY PRODUCT
APPROVAL
FAN SCHEDULE
UNIT NUMBER
EF-1 THRU EF-8
EF-9 & EF-10
EF-11
EF-12
AREAS SERVED
NOT IN USE
CELL MAINT. RM.
RECTIFIER RM
TOILET ROOM
LOCATION
WALL
WALL
WALL
DUTY SUPPLY/EXH.
EXH.
EXH.
EXH.
FAN TYPE
PROPELLER FAN
PROPELLER FAN
PROPELLER FAN
DRIVE BELT/DIRECT
BELT
BELT
BELT
FAN SPEED RPM
414
414
1500
AIR QUANTITY CFM
3,500
3.500
150
TOTAL STATIC PRESS. H20
.125
.125
.25
OPENING REQUIRED IN.
48"X48"
48"X48"
FAN MOTOR HIP
1/4
1/4
108 WATI'S
ELECTRICAL CHAR. V/_/_
120/1/60
120/1/60
120/1/60
MANUFACTURER
COOK
COOK
COOK
MODEL NUMBER
30XLW
30XLW
ON-160
WEIGHT LBS.
130
130
180
REMARKS SONES
7.8
7.8
2.5
NOTES:
1. PROVIDE FANS EF-1 THRU EF-11 WITH WIRE MESH SCREEN (SEE ETAI Q
O/A CALCULATIONS (BASED ON
A. S. H. R. A. E. 62)
AREA
SQ. Fr.
(NET)*
O/A
REQUIRED
CFM
REQUIRED
A/C
UNIT
CFM
DESIGNED
AHU-1
690
/7 PERSON V20 CFM
� 1000 S.F./k PERSON)
100
AHU-1
100
AHU-2
446
7 PERSONSY20 CIF
1000 S.F./k PERSON
80
AHU-2
80
AIR COOLED SPLIT A/C UNIT SCHEDULE
UNIT DESIGNATION
AHU-1
AHU-2
AHU-3
AHU-4
AREA SERVED
SEE FL. PLAN
SEE FL. PLAN
SEE FL. PLAN
SEE FL. PLAN
OPERATING WEIGHT LBS.
392
754
DESIGN MANUFACTURER
TRANE
MANE
TRANE
TRANE
MODEL NUMBER
TWE042C14FC
2TEC3F4281000A
TWE120B
TWE1BOB
NOMINAL TONS
3.5
2.5
10
15
CONFIGURATION
HORIZONTAL
HORIZONTAL
HORIZONTAL
HORIZONTAL
TOTAL AIR CFM
1400
1000
400--
6000
VENT AIR CFM
SEE O/A CALCULATION
SEE O/A CALCULAT10N
100
SEE O/A CALCULATION
EXTERNAL STATIC PRESSURE IN. OF H20
1.0
1.0
z
FAN MOTOR HIP (NON -OVERLOAD) / F.L.A.
1/2 / 3.3
J/4
2
1 / 4.6 FLA
ELECTRICAL SERVICE AVAILABLE
208/10/60
208/11/60
460/30/60
4_60_T3_0T6_0
Z
FACE VELOCITY FPM
500
500
500
500
GRAND TOTAL CAPACITY BTU/HR.
42,500
27,200
125,800
182.000
9
TOTAL SENSIBLE CAPACITY BTU/HR.
31.000
20,200
88,700
136,500
ENTERING AIR TEMP. DB/WB
80/67
80/67
80/67
80/67
Z
TYPE AND THICKNESS
THROWAWAY
THROWAWAY
THROWAWAY
THROWAWAY
QUANTITY AND SIZE
2-
2"
8) 15x2Ox2
<
_J1
FACE VELOCITY FPM MAX.
500
500
500
500
<
LU
ELECTRIC HEAT CAPACITY KW
5
a
NO. OF HEATING STEPS
1
1
UNIT DESIGNATION
CU-1
CU-2
CU-3
CU-4
TYPE OF FAN
PROPELLER
HHUIJLLLLH
PROPELLER
PROPELLER
NO. OF FANS / HIP (EA.) / FLA.
1/6 / 1.4 FLA
1/6 / 0.7
1 / 6.0 FLA
2 / 1.6 FLA
2
AMBIENT AIR TEMP. DB
95
95
95
95
LU
NO. OF COMPRESSORS
1
1
2
2
�O
CAPACITY REDUCTION
0-100
0-100
0-50-100
0-100
00 V)
COMPRESSOR R,L.A. (EA.)
12.0
10.4 EA.
13.2 EA.
Z
Eli
ELECTRICAL SERVICE AVAILABLE
208/30/60
208/10/60
460/30/60
460/30/60
g� 0
< Z
OPERATING WEIGHT LBS.
196
-
250
465
764
C-)
DESIGN MANUFACTURER MODEL NO.
2TA2D42A3O0OA
2TTR303OA1000A
1 jAll L01
i TTA1 LOB
EER/SEER
13.0
13.0
16.1
16.1
SUCT10N - LIQUID LINE SIZE
AS PER MANUF.
AS PER MANUF.
AS PER MANUF.
AS PER MANUF.
NOTES:
1. AIR HANDLING UNIT(S) SHALL BE PROVIDED WITH UNIT MOUNTED DISCONNECT SWITCH.
2. ALL AIR HANDLING UNITS SHALL BE PROVIDED WITH PROGRAMMABLE THERMOSTAT.
3. PROVIDL ALL CONDENSING UNIT COILS WITH COIL GRILLE PACKAGE AND FACTORY
APPLIED EPDXY COATING.
4. PROVIDE ALL CONDENSING UNIT CABINET WITH FACTORY APPLIED EPDXY COATING.
5. APPROVED EQUIPMENT MANUFACTURERS SHALL BE TRANE OR CARRIER.
FILE COPY
THESE PLANS AND ALL. PROPOSED WORK
AND SUBJECT TO ANY CORRECTiONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
CoMpLy WITH ALL APPLICABLE COL:'[S'
7,
JMM Consulting Engineers LLC
Certificate OF Authorization #9692
Jose M. Martinez, P.E. #56018
8353 SW 124 St. Suite 108 TEL. (305) 255-1621
Miarai, Florida 33156 FAX (305) 255-1732
TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS SUBMITTED
HEREWI 01 COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF FILE
APPLICABLE BUILDING CODES, THIS DRAWING IS THE SOLE PROPERTY OF
'JVM CONSULTING ENGINEERS LLC' AND IS AN INSTRUMENT OF SERVICE NOT TO BE
REPRODUCED IN WTOUE OR IN PART WITHOUT THE EXPRESS MITTEN PERMISSION
OF JMM CONSULTING ENGINNERS, LEE.
DoNoB
Design Group, LLC
AA26001282
5835 Blue Lagoon Dr. Suite 200
Miami, Florida 33126
Tel. 786.275.8480
Fox 786.275.8474
www.dnbdesigngroup.com
ALLIED NEW
TECHNOLOGIES
PLANT
"MAIN BUILDING"
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORP.
3901 NW 11 5th AVE
CORAL, FIE 33178
305.888.2623
DN13 PROJECT NUMBER
07-120a
OWNERS PROJECT NUMBER
ISSUED FOR:
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
DRAWN BY: APPROVED BY:
R.& F�D.
DATE: SCALE:
12.10.07 ASSHOWN
CONSULTANTS:
Conve & AVS Inc.
10691 North "ndall Drive. Sufte 303B
M,�.I Flond.,35170LUSA
A��%W A 0.
Adolfo J. Gonzalez, P.E.
STATE OF FLORIDA STRUCTURAL ENGINEER No 58620
2050 Coral Way Suite 400 Miami, Forida 33145
Phone: (305) 856-8935 Fax: (305) 856-8936
SEAL/SIGNATURE
FRANCILIS J. DOMOND, R.A.
AIR - 93304
This drawing is the property of
DNB Design Group and is not
to be reproduced or copied
in whole or par. It is not to be
used on any other project
and is to be returned or
request.
COPYRIGHT 0 2006
SHEET TITLE
MECHANICAL
SCHEDULES
SHEET NUMBER
M-2.03
X X
EXIST. DRY RETENTION POND
ALUMINUM BUILDING
ON CONCRETE
F.F.F.=29.85
PROPOSED TANK FARM EXIST. CONC.
SLAB
1>
RY
PROPOSEP ONE STO COST.
RAMP
<
PLANT BUILDING
(SCOPE OF WORK) EXIST. ALUMINUM
BUILDING
N
UNDER ROOF
EAST
NORTH/WEST/
EXIST. CONIC. SLAB
SIDES OPEN
g
W/
TANKS
F.F.F.=29.83
EXISTING
PROPOSED GATE
RANGE LINE ROAD
\�--EXISTING CANAL
ELECTRICAL SITE PLAN
Z 0 40' 80, 160'
SCALE:,1" = 40'-Q"
11��St
IAI P44NS
Pt6lil'stilo.
Al, ), 111 P,�
- 1111)"gi SP& 1AI), OPO.
pFC, 0*
00i
/Aii
0%
.14F lb
M Consulting Engineers LLC
Certificate OF Authorization #9692
Jose M. Martinez,11. #56018
8353 SW 124 St. Suite 108 TEL (305) 255-1621
Miami, Florida 33156 FAX (305) 256-1732
F0 THE BEST OF MY KNOVILEDGE, THE PLANS AND SPECIFICATIONS SUBMITTED
HEREII41-1 COMPLY WTA EXISTING INTERPRETATIONS AND PROVSIONS 01' THE
APPLICABLE BUILDING CODES. THIS DRAWING IS THE SOLE PROPERTY OF
'JMM CONSULTING ENGINEERS U-CP AND IS AN INSTRUMENT OF SERMCE MOT TO BE
REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS MITTEN PERMISSION
Dc)NoB
Design Group, LLC
AA26001282
5835 Blue Lagoon Dr. Suite 200
Miami, Florida 33126
Tel. 786.275.8480
Fax 786.275.8474
www.dnbdesigngroup.com
ALLIED NEW
TECHNOLOGIES
PLANT
"MAIN BUILDING"
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORP.
3901 NW 11 5th AVE
DORAL `L�178
305,888.2623
DNB PROJECT NUMBER
I 07-120a
OWNER'S PROJECT NUMBER
ISSUED FOR:
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
No. I DATE I REVISION I BY
RAWN BY: APPROVED BY:
.B. F.D.
DATE: SCALE:
2.10.07 ASSILOWN
CONSULTANTS:
Conve & AVS Inc.
10691 Norm Kendall Owe, FILM. son
Miami, Florida 33176-USA
Adolfo J. Gonzalez, P.E.
STATE OF FLORIDA STRUCTURAL ENGINEER No. 586
2D50 Coral Way, u te I
Phone (305) 856-8935 Fax: (31DE) 856-8936
;IGNATURE
6 / 6) f
NNCILIS J. DOMOND, R.A.
-93304
This drawing is the property of
DNB Design Group and is not
to be reproduced or copied
in whole or part. It is not to be
used on any other project
and is to be returned on
request.
COPYRIGAI 02006
TITLE
ELECTRICAL
SITE PLAN
EET NUMBER
E-1.00a
2.1
1�9 3.
A 1.6 1,2 1.4 1.5 2 1 3.
.9 2.4 1.8 1.5 1.5 1.9 3,
.8 3.8 3. r7"M"
.4 3.8 4.4 '1.0 1.5
.0 2.5 52 4.7 '3 4
0 �2
9 .2 4.4 [0 �G 1�'M
. ...........
1 9 611 A '7.6
4 3.3 41 2,1 '4.3 10�3 �2
1
1 12 1 '1.9 �.I 4.6,, 12
Y L 1
F, D
E
A 1 -<'E A
�Vfig
L�o
X ONE
L. D I N.
�4 i i'
28:DO
1.7 1.7 1.4 t/I 1 � 1 5 1 4 1 2 I�l IA 1 2 1 4 1,1 1 3 1.2 1 �2 1.3 1 2 1 0
2 4 2 b 2 6 2 2 1 9 1 5 1 5 1 8 2 1 2 3 2.1 n 2.5 2 3 1,
3.6 L8 3 3.8 0.9 3�6 5 2.5 2,0 2.0 3 4 3.6 3,6 3 5 3 5 3 4 3 3 Z6
4� 4,1 JA 2,3 2 1 2 3 7 4 � 1 4 4 4 L1 4 2 4 1 4 0 3.5
.5 4.7 5.0 5 1 5.0 4.7 4.5 1b 2,5 2,2 :�I] - ��9 4 � 4 6 5 0 4,9 4 6 4 6 3.6
.4 5,0 5 6 48 5.5 4.9 4.4 3.2 2 3 2 1 2 '1 19 4.6 5.2 5.5 5.5 5.2 4.5 3.?*=
0�-+25'-O" AFF 0 �+25'-O" AFF
N
NV�Mq
E IIX'11:
IWMII'�', 1q, I
M�l � MA�
"It
P�
EXIS"
CCVEREP
LOADING & TAk
::X� �
0
.6 2.1 1.2, !�q 4.0 �10.2 '3i 'R HBL-22124
.8 1.7 1 .
.4 2. 2.1 2.2 3.3
3.4 3.5 2.7 ;4.,�,�2.7 �3.5 3.3 3.2
2.0 1.8 2.2 3 1 3.8 3.0 2.4
2.5 &0 3.8 3A 2.1 1.8 20 3�2 3.3 3.4 2.7 2.4 2.7 3.5 3.3 3.2 2.0 1.8 2.1 3.1
.2 4. 4�O 5,7
4.4 2.9 1.9 1.8 1.9 0 4.3 5,8
1.mw� �1� I � MM
3.y&�i 0 3.9 2.2 1.8
1.8 2.3 4.0 5,.'� �4.� 3 9 5.6 4 3 2.9 1,9 1.7 1.9 2.9 4.3 5.8 3 3.8 4.8 5.0
ibis_
HBL-23.25
HBL-27,29-/
EXIS 7,
CONCRE'11L
d I T',H TA N �
CII R�'q,
�J
X,
S
�ANKS
CONC,
�LAB
Im
, : e
I � �",^Q L_ROAD S,��"UR
29,85
F
S T
E/1s�'U 6 `A�
� N -
. . . ........
4E$E pLANS AND)
AND SUBJECT TO
REQUIRED BY FIE1
" I Y, BE . .. . ..... .. -
_Am NECES
COIII WITH fi�!
LUMINAIRE SCHEDULE
Symbol
Label
Catalog Number
Description
Lamp
Lumens LLF Watts
KVF 400M SR2FL
SQUARE AREA LIGHT,
ONE 400-WATT CLEAR
SB
CR POLE MTD. 25'
SIR2 DISTRIBUTION, FLAT
ED-28 METAL HALIDE,
32000 0.72 462
A.G.
LENS.
HORIZONTAL POSITION,
L]
SE
KVF 1000M
ASYFL
SQUARE AREA LIGHT,
ONE 1 000-WATT CLEAR
ASYMMETRIC
ST-37 METAL HALIDE,
110000 0.72 1080
0
WALL MOUNTED
DISTRIBUTION, FLAT
VERTICAL BASE -UP
@ 26AFF
LENS.
POSITION.
TILTED
TFA 400M TA2 CR
SPECIFICATION
ONE 400-WATT CLEAR
ER]
SA
AFWMA WALL
FLOODLIGHT, TA2
ED-37 METAL HALIDE,
36000 0.72 462
MTD. 35'A.F.F.
DISTRIBUTIONS, 40OW
VERTICAL BASE -DOWN
TILTED 80
MH, W1 CLEAR LAMP.
POSITION.
DEGREES
STATISTICS
Description
Symbol
Avg
Max
Min
Max/Min
Avg/Min
CONCRETE PAD
EQUIPMENT
+
4.0 fc
5.6 fc
1.4 fc
4.0:1
2.91
MAINTENANCE DRIVE
+
2.7 fc
6.1 fc
0.9 fc
6.81
3.01
7 TANK
+
5.4 fc
34.2 fe
0.5 fc
68-4:1
10.8:1
LIGHT FIXTURE
(SEE SITE LIGHTING LEGEND)
F
CONCRETE POLE
TO WITHSTAND SOUTH
FLORIDA WIND LOAD
(PROVIDE SHOP DRAWINGS
WITH WIND LOAD CALCULATIONS
SIGNED & SEALED BY FLORIDA
�6 REGISTERED ENGINEER)
PROVIDE IN -LINE FUSE HOLDER (ONE
REQ'O PER LUMINAIRE PHASE CONDUCTOR)
W/FUSE SIZED AS PER LT. FIXT. MANUFACTURER.
(PROVIDE DUAL SINGLE FUSE HOLDER)
PLASTIC
2-1/2"X 5" MANHOLE---,. BROOKS NO. 1419 SERIES W/
WITH COVER COVER SUITABLY MARKED WITH
Py BOLT -ON COVER.
MIN. 6"
" MIN.
PVC 40 WITH THWN
\-3/4
CONDUCTORS, PHASE, NEUTRAL
COMPACTED 4'-0* % EQ. GND. COORDINATE
FILL --kFN7. HEIGHT WITH POLE HOLE
BELOW GND.
zOPOSED WORK
CORRECTIONS
SPECTORS THAT SITE LIGHT FIXTURE
IN ORDER TO MOUNTING DETAIL
I I I .. �-4ai_t CODES. I N.T.S�
JMM Consulting Engineers LLC
Certificate OF Authorization #9692
Jose M. Martinez, P.E. #56018
8353 SW 124 St. Suite 108 TL (305) 255-1621
Miami, norida 33156 FAX (305) 255-1732
TO THE BEST OF MY KNOY&EDGE. THE PLANS AND SPECIFICATQNS SUBMITTED
HEREWTH COMPLY WTH I INTERPRETA11ONS AND PROMSIONS OF THE
APPLICABLE BUILDING CODES. THIS CRANING IS THE SOLE PROPERTY OF
'NM CONSULTING ENGINEERS U-C' AND IS AN INSTRUMENT OF SERACE NOT TO BE
REPRODUCED IN MOLE OR IN PART WTHOUT THE EXPRESS WITTEN PERMISSION
OF JMM CONSULTING ENGINNERS, U-C.
_J
DoNoB
Design Group, LLC
AA26001282
5835 Blue Lagoon Dr. Suite 200
Miami, Florida 33126
Tel. 786.275,8480
Fax 786.275.8474
www.dnbdesigngroup.com
ALLIED NEW
TECHNOLOGIES
PLANT
"MAIN BUILDING'
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORI
3901 NW 11 5th AVE
OORAL, FL 33178
305.888.2623
DNB PROJECT NUMBER
07-120a
OWNER'S PROJECT NUMBER
ISSUED FOR:
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
No.
DATE
REVISION
BY
DRAWN BY: APPROVED BY:
R.B. F.D,
DATE: SCALE:
12.10.07 ASSHOWN
CONSULTANTS:
Conve & AVS Ir
10691 North Randall DrI S�ne 303B
MIawF1.ndIn,S31MUSA
Adolfo J. Gonzalez, P
STATE OF FLORIDA STRUCTURAL ENGINEER N
2060 Coral Way. Suite 400 Miami, Florida 33
Phone: (305) 856-8935 Fax: (305) 85"93E
IGNATURE
All
�RANCILIS J. DOMOND, R.A.
,R - 93304
This drawing is the property of
DNB Design Group and is not
to be reproduced or copied
in whole or parl. It is not to be
used on ony other project
and is to be returned on
request.
COPYRIGHTC2006
; H EET TITLE
SITE LIGHTING
PLAN
EET NUMBER
E-1.01a
ME
(9
M
011
C3O
(D
EM
PANEL "RS"
(NEMA 4X)
10
................ ..... ......................... ................
.. . ............ � 1
.. . . . . . .
.. .... ........ ...
HBL-17
I
. ... ........
DoNoB
Design Group, LLC
AA26001282
5835 Blue Lagoon Dr. Suite 200
Miami, Florida 33126
Tel. 786.275.8480
Fox 786.275.8474
www.dnbdesigngroup.com
ALLIED NEW
TECHNOLOGIES
PLANT
"MAIN BUILDING"
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORP.
3901 NW 11 5th AVE
DORAL Fl- 33178
305.888.2623
DNB PROJECT NUMBER
07-120a
OWNER'S PROJECT NUMBER
ISSUED FOR:
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
No. DATE I REVISION-T -BY
RAWN BY: APPROVED BY:
.B. F.D.
PATE: SCALE:
[! 2.10.07 ASSHOWN
CONSULTANTS:
Conve & AVS Inc.
10691 North Kendati Drive, Suite 3038
Mia.1, Florida, 33176-LSA
Adolfo J. Gonzalez, P.E.
STATE OF FLORIDA STRUCTURAL ENGINEER No. 5862(
2050 Conal Way. Suite 400 Miami, Florida 33145
Phone: (305) 356�8935 Fax: (305) B55-8936
iEAL/SIGNATURE
FRANCILIS J. DOMOND, R.A.
IkR - 93304
This drawing is the property of
DNB Design Group and is not
to be reproduced or copied
in whole or part. It is not to be
used on any other project
and is to be returned on
request.
CCPY�IGH 102006
MEET TITLE
GROUNDFLOOR
LIGHTING PLAN
UMBER
E-1.02a
LUMINAIRE SCHEDULE
Symbol Label Catalog Number Description Lanni
Lumgns LLF Watts
RIGALITE SAF 40 CLASS ONE DIVISION 2 400 )
0 HBB T1 SR40HB HAZARDOUS LOCATION HALI)E
VATT METAL
36000 0.65 400
STATISTICS
Description
Symbol
Avg Max
Min Max/Min Avg/Min
CENTERWAREHOUSE
+
33.9 fc 42.5 fc
17.4 fc 2.41 1.91
TOP BLDG.
+
26.6 fc 301 fc
13.8 fc 2,21 11.91
ECOND FLOOR LIGHTING, PLAN
SCALE: 1/8"=V-0"
DoNCIB
Design Group, LLC
AA26001282
5835 Blue Lagoon Dr. Suite 200
Miami, Florida 33126
Tel. 786.275.8480
Fax 786.275.8474
www.dnbdesigngroup.com
ALLIED NEW
TECHNOLOGIES
PLANT
"MAIN BUILDING"
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORP.
3901 NW 11 5th AVE
DORAL, FIE 33178
305.888.2623
DNB PROJECT NUMBER
07-120a
OWNERS PROJECT NUMBER
ISSUED FOR:
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
DRAWN BY: APPROVED BY:
R.B. F.D.
DATE: SCALE:
12.10.07 ASSHOWN
CONSULTANTS:
Conve & AVS Inc.
10591 N�h Kendall Drive. Sufte 303B
Miami, Floni 3317�SA
WORK
PEC170AS
)PS TW F.�MiNe
'ER TO
COD%
AM Consulting Engineers LLC
Certificate OF Authorization #9692
Jose M. Martinez, P.E. #56018
8353 SW 124 St. Suite 108 TEL (305) 255-1621
Miami, Florida 33156 FAX (305) 255-1732
TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS SUBMITTED
HEREWITH COMPLY WITH EXISTING INTERPRETAIIONS AND PROMSIONS OF THE
APPLICABLE BUILDING CODES. THIS DRAWING IS THE SOLE PROPERTY OF
JIMM CONSULTING ENGINEERS LUC' AND IS AN INSTRUMENT OF SERMCE NOT TO BE
REPRODUCED IN WHOLE OR IN PART WTHOUT THE EXPRESS WRITTEN PERM155ION
OF JMM CONSULTING ENCINNERS, LED.
Adolfo J. Gonzalez, P.E.
STATE OF FLORIDA STRUCTURAL ENGINEER No. 5862(
2050 Corel Way. Suite 400 Miami, Florida 33146
Phone: (305) 856-8935 Fax: (305) 856-8936
SEAL/SIGNATURE
FRANCILIS J. DOMOND, R.A.
AR - 93304
This drawing is the property of
DN13 Design Group and is not
to be reproduced or copied
in whole or part. It is not to be
used on any other project
arid is to be returned on
request.
COPYRIGHT Q 20D6
SHEET TITLE
SECOND FLOOR
LIGHTING PLAN
SHEET NUMBER
E-1.03a