HomeMy WebLinkAboutBUILDING PERMIT PAGE 29-44EL +33'0"
P�RPE� - - - - - - - - -
EL +32'0"
- - - - - - -
t+8" C.M.U. WALL
E fL+ 2 3' 0
OPIT. �. P A i�iAP E T
A. EL. +191-3 -- - - - - - - - - - - - - - - -
A.. F-
A. EL. +14'-0"
WT.O.BEAM
CHAIN LINK
DOOR
FO-9 I
TRANSFORMER
AREA
EL. +0'-0"
F-1-21
CELL MAINTANECE
ROOM
2
FO-8 I
RECTIFIER
ROOM
EL. +39'-0"
EDGE OF EAVE
MTL PURLINGS A17ACHED
TO STRUCT.
METAL SIDING AS PER
MANUFACTURER
SPECIFICATIONS.--\
PREFAB. STEEL
STRUCTURE
ARMOR SCREEN
HURRICANE GUARD
SCREEN
BAHAMA SHUTTER
ATTACHED TO
BUILDING
CHAIN LINK FENCE
CONC. PIER FOR
PREFAB STEEL
STRUCT. 1'-0"
ABOVE FINISH GRADE
6 EL. +0'-0"
L
-I
L- --J
ROOL UP DOOR
OPEN
-AREA
CONC. CONTAINMENT
WALL
CONC. TRENCH #1 1 5/8" STUCCO ON 8"
CMU BLOCK AT
INTERIOR BUILIDNG
--1 L
F- -1
ILL-
5/8" STUCCO ON 8" METAL STAIR
CMU BLOCK AT
INTERIOR BUILIDNG
MAIN Ei-ECTRICAL
ROOM
F04
QUALITY CONTROL
ROOM
EL +33' -0"
ROOL UP DOOR
METAL HANDRAIL
MODULAR FLOOR ATTACHED
TO SLAB BELOW
EL. +19'-0"
A.F.F.
OEL +14' -0"
A.t.F.
CONC. CONTAINMENT WALL
8" C.M.U. WALL
EL. +0'-8"
- - - - - VA.F.F.
BUILDING SECTION
A3.01 0 8' 16' 32'
1/8
TV,ESE PLANS 1,11D ALL PROPOSED IN
ANY CORRECTIONS
AND SUBJECT To D INSPECTORS TK4
REQUIRED By FIEL ARY IN ORDER 10
MAY BE NECESS APPLICA13LE CODES.
COMPLY WITH ALL
I L
F-
CONIC. TRENCH #2
OPY
L-
CONIC. CONTAINMENT WALL
BUILDING SECTION
A3.01 0 81 16' 32'
6nomm6� mmmmiiI
1/13
J L
L- -1
MTL PURLINGS
ATTACHED TO
STRUCT.
METAL SIDING AS PER
MANUFACTURER
SPECIFICATIONS.
PREFAB. STEEL
STRUCTURE
ARMOR SCREEN
HURRICANE GUARD
SCREEN
BAHAMA SHUTTER
ATTACHED TO
BUILDING
CONC. CONTAINMENT WALL
METAL STAIR
CONC. TRENCH #3
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
OCRAL FL33178
305.888.2623
DNB PROJECT NUMBER
07-120a
OWNER'S PROJECT NUMBER
ISSUED FOR:
FOUNDATION PERMIT
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
DRAWN BY: APPROVED BY:
R.B. F.D.
DATE: SCALE:
01.31.08 ASSHOWN
CONSULTANTS:
Conve & AVS Inc.
10691 Norm Kanner Ddve, SuAe 303B
Mi,mi Flor�, 33176-USA
oil VM Construction, Inc.
Isim I I
�370 �V"� Strout - �V,% P(M', muv", 1".
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) B56-8936
v
FRANCILI�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 10 2DO6
SHEET TITLE
BUILDING
SECTIONS
SHLEI NIJVSE�
A-3.01
2
DETAIL SECTION
PLASTIC GRATE FLOOR BY
OTHERS
EL_ + 1 9'_3"
A. F. F.
CORRUGATED MTL PANELING ATTACHED -
TO HORIZONTAL Z STL CHANNELS (TYP)
PRE -FABRICATED STIL STRUCTURE BEYOND,
CONTRACTOR TO SUBMIT SHOP DRAWINGS
TO BLDG DEPT AND ARCHITECT FOR
APPROVAL (TYP)
Z STU CHANNEL ATFACHEO HORIZONTALLY --
TO PRE-FAB STL STRUCTURE (SEE STRUCT
FOR SPACING AND ATTACHMENT) (TYP)
HURRICANE GUARD SCREEN, INSTALL (2) ROLLS
OF 12'-0" (LONG). ATTACH ONE END TO VERT
STU CHANNEL AND OPPOSITE END TO MAIN STL
STRUCTURE. INSTALL AS PER MANUFACTURER
SPECIFICATIONS. (SUBMITr PRODUCT CONTROL
APPROVAL DATA) (TYP)
10'-0 x 6'-0* BAHAMA SHUTTER ATT)
TO Ml BUILDING. SEE STRUCT FOR
MORE DETAILS
1 5/8" DIA CENTER RAIL AT MID -SPAN. -
WELDED TO POSTS W/ 3/16" FILLET WELD
ALL AROUND (SEE STRUCT FOR GAUGE)
(TYP)
g'-O* TALL #9 GAUGE, 2" MESH GALV
CHAJNLINK FENCING MOUNTED ON
E)CrERIO SIDE OF POSTS i
2 1/2' LINE VERTTICAL POST SPACED
0 8'-0' D.C. MAX (SEE STRUCT FOR
GAUGE) (TYP)
ARMOR SCREEN HURRICANE BARRIER
PROVIDE STU CHANNEL INSTALLED VERT, -
ATTACH TOP END TO HORIZONTAL CHANNEL
AND TO ATTACH LOWER END TO STL
ANGLES AT Z CHANNELS (TYP)
1/2' OPEN EYE LAG ANCHOR ATTACHED TO
CONC. 0 4' D.C. i
k .1 . I � . I L
CONCRETE SLAB ON MECHANICALLY COMPACTED —
FILL, ON VAPOR -BARRIER OVER PROTECTIVE BOARD
(SEE STRUCT) (TYP)
CONCRETE FOOTING FOR FENCE POST
(SEE STRUCT) (TYP)
4D ALL PROPOSED WORK
IiiESE PLANS "" ANY CORREC11ONS
AND SUBJEC' To 1) INSPECIORS DiAl
REQUIRED By Fili ' N ORDER 10
MAY BE NECESSARY I' ABLE CODES.
Coi wil ALL APPLIC
C,
0,
BUILDING
LU
CD
0
8
00
1`� WALL SECTION
0 2- 4'
SCALE: 1/2" = V-10"
FbIll";
Design Group, LLC
AA26001282
5835 Blue Lagoon Dr. Suite 200
Miami, Florida 33126
Tel. 786.275.8480
Fax 786.275.8474
www.dr)bdesigngroup.com
ALLIED NEW
TECHNOLOGIES
PLANT
"MAIN BUILDING"
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORP.
3901 NVV 11 5th AVE
CORAL, FL =78
305.888.2623
DNB PROJECT NUMBER
07-120a
OWNER'S PROJECT NUMBER
ISSUED FOR:
FOUNDATION PERMIT
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
DRAWN BY: APPROVED BY:
R.B. F.D.
DATE: SCALE:
01.31.08 ASSHOWN
�n&IC III T A KITC-
Conve & AVS Inc.
IN91 Nori Kendall 10,v., suite 303B
Miami RvWa. 33176-USA
No
NoVM Construction, Inc.
cuns,_!�
4JO 'vesi , 2I�6
Adolfo J. Gonzalez, P.E.
STATE OF FLORIDA STRUCTURAL ENGINEER No. 58620
2050 Coml Way. Suite 400 Miami. Ronda 33145
Phone: (305)856-6935 Fax:(305)856-8936
M
F . !RANCILIS ' eDOMOND, 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.
COPYRIGHI IP 2006
SHEET TITLE
SECTIONS
SHEET NUMBER
A-3.02
1 0
0
UJ
V)
V)
lt. J
8'-2- 12-al MAIN
9 THREADS 0 ELECTRICAL
FLOOR
ON
DN�
—11" 1, 7'-2-
LANDING 8 THREADS 0 12" LANDING
LANDINU 15 THREADS 0 12" LANDING
7--4- t 4`-10"
8 THREADS 0 12" L�NDII�G
UP
4'-0- 4'-7*
LANDING 5 THREADS
0 12"
GROUND
FLOOR
0 4' 81 16'
6=m"�m��� ltttttt�
SCALE. 1/4" = V-0"
R
Q
LIA14IL1114" J I MNLAILR> 19 12 LANUINU 13 THREADS 0 12"
THESE PLANS AND ALI p
Ronr�orr) �NORK
AND SUBJECT TO Atly CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
CoMpLy WITH ALL APPLICABLE CODES -
FILE COPI
1 -'� STAIR #I
ll 0 4' 81 16'
SCALE: 1/4" = V-0"
BRIDGE
3'-0"
�2 S TA I R ;JLFK' 3
A4.l o 4' 81 16'
SCALE: 1/4" = V-0"
DoNeB
Design Group, LLC
AA26001282
5835 Blue Lagoon Dr. Suite 200
Miami, Florida 33126
Tel. 786.275.8480
Fax 786.275.8474
wwwodniodesigingroup,com
ALLIED NEW
TECHNOLOGIES
PLANT
"MAIN BUILDING"
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORP.
3901 NW 11 5th AVE
DGRAL, Fl. 33178
305.888.2623
DNB PROJECT NUMBER
07-120a
OWNERS PROJECT NUMBER
ISSUED FOR:
FOUNDATION PERMIT
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
DRAWN BY: APPROVED BY:
R.B. F.D.
DATE: SCALE:
01.31.08 ASSHOWN
11 TAMTq-
Conve & AVS Inc.
10691 North Kendeff Onve, Suits 3038
212
Miaml Marki 33176-V$A
NNVM Construction, Inc.
Corlitruelors, Developers Managers
Ila-, 0 N(I vil street - suile Los &I rlov�ea ad 144
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
SEAL/SIGNATURE
FRANGILIS�. DOMOND, R.A.
AR - 93304
This drawing is the property of
DNI3 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 - 0 20016
SHEET TITLE
STAIR
PLANS &
ELEVATIONS
SHEET NUMBER
A-4.01
U
. I I � .� . I �. 1�� i-
37'-8" PRECAST
CONC. DOBLE T
PRECAST CONIC.
COLUMN
LOW WALL BEYOND
EL, +l
2" TOPPING
2'-6" PRECAST
CONIC. DOBLE T
PRECAST CONIC.
COLUMN
r3-'� BRIDGE SECTION
I�LO�2 0 2' 4' 81
SCALE 1/2"=V-0"
-100
PIPE RACK BY
OTHERS — ---
2'-6" PRECAST
CONIC. DOBLE T
PRECAST CONIC.
COLUMN
3' CONC. BASE
BARRIER
1-1/2" DIA. STL. PIPE
53'-0*
EL. +0'-1
F.F.E.
EL. -0'-6"
FINISH GRADE
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
4- �
TRUCK LANE
1-1/2" DIA. STIL.
PIPE RAILING TO
COMPLY W/ F.B.C.
2" TOPPING
3' CONIC. BASE
BARRIER
` 2-'� BRIDGE SECTION
A4.02) 0 2' 4' 81
SCALE 1/2" = V-0"
14'-Ow
TRUCK LANE
14'-0*
TRUCK LANE
BRIDGE ELIEVATION
0 4' 8' 16'
SCALE: 1/4" = V-0"
a
0 1 0
to
X
00
DoN(z)B
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:
FOUNDATION PERMIT
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
DRAWN BY:
APPROVED BY:
R.B.
F.D.
DATE:
SCALE:
01.31.08
ASSHOWN
CONSULTANTS:
Conve & AVS Inc.
0,,
D-l"
10691 N.mr Kimi Dimt., Suite 303B
Miami, Fli 33176�SA
NOVM Construction, Inc.
jvrls� Via I(,, sil-"� M�a,
Adolfo J. Gonzalez, P.E.
STATE OF FLORIDA STRUCTURAL ENGINEER No 58620
2050 Wal Way. Suite 400 Miami. Ronda 33145
Phone: (305) 856-8935 Fax: (305) 856-8936
SEAL/SIGNATURE
1�
FRANCIL eJ.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 or
request.
COPYRIGHT 0 2DO6
SHEET TITLE
PEDESTRIAN
BRIDGE
ELEVATIONS
& DETAILS
SHEET NUMBER
A-4.02
1�77 17'7
�-7
V
V F_
�7
\,7
`7
F_ — -1
Zn
Z�
CONIC WALL L
Z�
—FINISH AS SCH
SEALANT (CONT)
HOLLOW METAL FRAME FILLED
W/ GROUT (FIRE LABELED IF
FOR FIRE RATED DOOR.)
SEE DOOR SCHEDULE
(3) 318" X 4 3/4" ANCHOR
BOLTS
PERIMETER GASKETING
PEMKO NO. 303AS
5/8" STUCCO W/ CORNER
BEAD
SEALANT (CONT)
--HOLLOW METAL FRAME FILLED
00i; W/ GROUT (FIRE LABELED IF
FOR FIRE RATED DOOR.)
SEE DOOR SCHEDULE
(3) 3/8" X 4 3/4" ANCHOR
BOLTS
PERIMETER GASKETING -
PEMKO NO. 303AS
F— — — — — —
L
SEALANT (CONT)
1/2 GWB RETURN W/
ADHESIVE
FINISH PER ROOM FINISH SCHEDULED
1/2" GWEI
INTERIOR INSULATION AS REQUIRED
8" CMU W/ CONC FILLED CELL
CONT CAULKING @ THROI
CNI
1*�
PERIMETER GASKETING
T
0 -to
STEEL STANDARD ANCHOR CLIP
HOLLOW METAL FRAME FIRE LABELED
IF REQUIRED (SEE DOOR SCHEDULE.)
20 GA 3 5/8" OR 6" STUDS
COUPLED (SEE FLOOR PLAN &
WALL TYPE SCHEDULES
WALL BOARD. SEE FLOOR PLAN &
WALL TYPE SCHEDULE
REINr CONC HEADER
4
<
12 GA PAINTED GALV MTL
RAIN DIVERTER. CARRY 6" <
PAST EDGE OF OPENING
BOTH DIRECTION. COLOR 4
TBS
u3
HOLLOW METAL FRAME FILLED�
W/ GROUT (FIRE LABELED IF
FOR FIRE RATED DOOR.) SEE
DOOR SCHEDULE
(3) 3/8" X 4 3/4" ANCHOR
BOLTS
RIGID JAMB WEATHERSTRIP
STUCCO
ALONG PERIMETER
I
X 2" AN,�HORS
2
It
6-
SEALANT (CONT)
DOOR TOP WEATHERSTRIP
PERIMETER GASKETING - PEMKO
NO. 303AS
HOLLOW METAL DOOR HOLLOW METAL DOOR HOLLOW METAL DOOR AT DOOR HEAD
HEAD & JAMB @ CONIC WALLS HEAD & JAMB @ CMU WALL K�3� FRAME WALLS (JAMB & HEAD) @ EXTERIOR CONDITION
�-o 1 0 2" 4" 81, �-o 1 0 2" 4" 811 1�� - �01 D 211 4" Be - �01 0 8" 411 1611
SCALE: 6" � V-1)" SCALE 6" = V-0" SCALE 6" = V-i SCALE: 3"=11-0"
C.I.P. CONC. TIE
COL., SEE STRUCT.
DWGS. FOR DETAILS
SECURE JAMB GUIDE
TO CONC. W./ - DIA.
EXP. BOLTS 0 12" D.C.
STIL. JAMB GUIDE
AS PER DOOR MFR.
EDGE SEAL BY DOOR MFR.
OVERHEAD COILING
DOOR CURTAIN
STUCCO
CORNER GUARDS WHERE
OCURRING, FOR DETAIL SEE
ROLLIOWN
DOOR JAMB
0 4" 8" 16"
SCALE: 3" = V-0"
ALUM. FRAMED SINGLE HUI
WINDOW WITH F.G. SCREEN
ON METAL FRAME
BACKER ROD
AND SEALANT
SLOPE EDGE
TO
EXTERIOR TO
DRAIN
STUCO FINISH
OVER C.M.U.
C.I.P. CONIC.
SILL,
SEE STRUCT.
DWGS.
FOR DETAILS
SECURE WINDOW
FRAME TO WALL
AS REQUIRED
CAULKING
WD. SILL SECURED
AS REQUIRED
CONT. MTL. CORNER
REINFORCEMENT
— P.T. WD. SHIMS AS
REQUIRED
— CONT. P.T. WD. BUCK
ALL AROUND, AS REQ'D.
SET ON FULL BED OF
SEALANT
—5/8- GYPSUM BOARD,
OVER METAL FURRING
CHANNELS 016" D.C.
RIGID BD. INSULATION
EXTERIORWINDOW
SILL DETAIL
�0 4" 81, 16"
- �01 ) mmil
SCALE: 3"=1-0"
CMU WALL, SEE
WALL SECTION DWGS.
FOR DETAILS
CONIC. TIE BEAM,
SEE STRUCT. DWGS.
FOR DETAILS
CONT. HOOD BY -
OVERHEAD COILING
DOOR MANUFACTURER
OVERHEAD COILING
DOOR CURTAIN
MOUNTING BRACKET BEYOND
SECURED TO WALL PER
DOOR MANUFACTURER'S
RECOMMENDATIONS
STUCCO FINISH, SLOPE
4" MIN. TO EXTERIOR
FOR DRAINAGE
JAMB GUIDE BEYOND
Lq
W
HEAD DETAIL
6`� OVERHEAD COILING DOOR
0 411 81, 16"
617 SCALE =
< V
RIGID BID. INSULATION
C.I.P. GOING. LINTEL
SEE STRUCT. DWGS.
5/8" GYPSUM BOARD,
—OVER
FOR DETAILS <
METAL FURRING
CHANNELS 016" O.C.
STUCO FINISH
OVER C.M.U.
SECURE WINDOW FRAME
TO WALL AS REQUIRED
_CONT. MTL. CORNER
SLOPE EDGE 1/4"
REINFORCEMENT
TO FORM DRIP
CAULKING
BACKER ROD
AND SEALANT
--CONT. P.T. WD. BUCK
ALL AROUND, AS REQ'D.
ALUM. FRAMED CASEMENT
SET ON FULL BED OF
WINDOW WITH F.G. SCREEN
SEkANT
ON METAL FRAME \----P.T.
WD. SHIMS AS
REQUIRED
EXTERIORWINDOW
o HEAD/ JAMB DETAIL
-5.01) 0 4" 8.. 16"
SCALE: 3"=1-0"
E>
DR
HOLLOW METAL DOOR. SEE
DOOR SCHEDULE
DOOR SHOE W/ GASKET PEMKO
217 AV INSTALL PER
MANUFACTURER'S INSTRUCTION
ADA COMPLIANT THRESHOLD SET IN
FULL BED OF SEALANT W/ #10
COUNTERSUNK SCREWS. INSTALL
PER MANUFACTURER'S INSTRUCTION
FINISH FLOORING. SEE ROOM
FINISH SCHEDULE & FLOOR
PATTERN PLANS
REINF CONIC FLOOR SLAB
7 _� DOOR THRESHOLD
5.Oyl 0 2" 4" 81,
SCALE: 6"=1'-0"
U"Op
zn
Zn
CONIC COLUMN W/ 1/2" BEVELED
CORNERS
/�3" X 3" X 1/4" X 2'-0" LONG STEEL
ANGLE GUARDS Wl 1/4" X 2 1/2"
Z� ANCHOR BOLTS @ 24" D.C. STAGGERED
0 10" AFF. PAINT COLOR TBS
CORNER
8_� PROTECTION ANGLE
!91 0 2" 4" 81,
SCALE: 6"=V-0"
THESE PLANS AND ALL PROPOSED WORK
AND SUBJECT TO ANY CORRECTIONS
REQUIRED By FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER To
Coll"'IPLY WITH ALL APPLICABLE CODES.
DoNoB
Design Group, LLC
AA26001282
5835 Blue Lagoor 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 CORF
3901 N W 11 5th AVE
CORAL FLS3178
305.888.2623
DNB PROJECT NUMBER
07-120a
OWNERS PROJECT NUMBER
ISSUED FOR:
FOUNDATION PERMI_
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
DRAWN BY:
APPROVED BYi
R.B.
F.D.
DATE:
SCALE:
01.31.08
ASSHOWN
CONSULTANTS:
Conve & AVS In
10691 North Kendall Drive, Suite 303B
Miami Florz,33176-USA
NNVM Construction, In
Adolfo J. Gonzalez, P.
STATE OF FLORIDA STRUCTURAL ENGINEER Nt:
2050 Coral Way Suite 400 Miami, Florida 331
Phone! (305) 866-8935 Fax: (305) 856-8936
FRANCAILIS DOMOND, R.A.
AR - 93304
This drawing is the property of
DNB De5ign 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.
C0IIFGHf02006
SHEET TITLE
DOORS&
WINDOWS
DETAILS
SHEET NUMBER
A-5.01
1 1/2" OUTER DIAMETER STEEL 1 1 2 OUTER DIAMETER STEEL
/-PIPE TOP & BOT. RAILS PIPE TOP & BOT. RAILS 1 1/2" OUTER DIAMETER STEEL
PIPE TOP & BOT. RAILS
�1 1/2" OUTER DIAMETER STEEL
�—1 1/2" OUTER DIAMETER STEEL PIPE HANDRAILS 1 1/2" OUTER DIAMETER STEEL
PIPE HANDRAILS PIPE HANDRAILS
1/2" DIA. SOLID BAR PICKETS
4" 1/2" DIA. SOLID BAR PICKETS 0 4" D.C., TYP.
@ 4" D.C., TYP. GRIND SMOOTH 1 1/2- OUTER DIAMETER LCLEAR
STEEL PIPE HANDRAIL (CONT)
WELDED HANDRAIL BRACKET, 4 —1/2" DIA. SOLID BAR PICKETS
GRIND SMOOTH lyi,
�—WELDED HANDRAIL BRACKET, 0 4" O.C., TYP. +
GRIND SMOOTH
U, SHOP WELD AND GRIND SMOOTH—
CL ___1 1/2" OUTER DIAMETER STEEL
PIPE END POST. 3/4" OD. STL. BRACKET-
1 2" 1 1/2" OUTER DIAMETER STEEL AND SCUTCHEON PLATE
�1 1/2" OUTER DIAMETER STEEL PIPE END POST. �--STL. COVER PLATE WELDED
PIPE END POST. SECURE BRACKET TO WALL
—MTL. PAN STAIR Vill/ MTL. PAN STAIR W./ TO END OF STRINGER CHANNEL W 2 3 8 DIA X 2 1 8
1_� CAST -IN -PLACE CONIC. TREADS --METAL DECK AND LONG CTSK. LAG SCREWS
CAST -IN -PLACE CONIC. TREADS CAST -IN -PLACE CONC. LANDING
2X8 P.T. WD. BLOCKING --
ABRASIVE NOSING, TYP.
\—ABRASIVE NOSING, TYP. STL. SUPPORT CHANNEL, SECURED BETWEEN WALL STUDS
IL
�I 1 4 STL. STAIR STRINGER CHANNEL
4"SE1 STAIR PLANS \—STL. STAIR STRINGER CHANNEL, TYP. (TYP) ABRASIVE NOSING, TYP. WALL FINISH AS SCHEDULED
14 �--STL. SUPPORT ANGLE WELDED MTL. PAN STAIR W./ GYP. BID. OVER MTL. STUDS,--
4 STL. SUPPORT ANGLE WELDED TO SIDE OF STRINGER CHANNEL FOR DETAILS SEE FLOOR PLAN
TO SIDE OF STRINGER CHANNEL. CAST -IN -PLACE CONIC. TREADS AND WALL ASSEMBLY TYPES
'\—STL. COVER PLATE WELDED TO STL. SUPPORT ANGLE WELDED
STL. CLIP ANGLE WELDED TO SIDE END OF STRINGER CHANNEL TO SIDE OF STRINGER CHANNEL
OF STRINGER & SECURED TO FLOOR
WITH ANCHOR BOLT STL. SUPPORT CHANNEL __STL. STAIR STRINGER CHANNEL
----STL. COVER PLATE WELDED TO \--METAL DECK AND (TYP)
END OF STRINGER CHANNEL CAST -IN -PLACE CONIC. LANDING
METAL STAIR RAILING DETAIL METAL STAIR RAILING DETAIL METAL STAIR RAILING DETAIL METAL PIPE
ri__� @ BOTTOM LANDING K`2� @ INTERMEDIATE LANDING Ca) UPPER LANDING BRACKET DETAIL
1� �.O 2 0 64" 32" 8" \��. �12 0 64" 32" aa— Be �.O 2 0 64" 32" 7 \��. �12 0 4" 81, 16"
SCALE: 3/4" = Ill SCALE: 3/4" = V-1)" SCALE: 3/4" = V-13" SCALE: 3"l
1 1/2" OUTER DIAMETER
STEEL PIPE TOP & BOT. AT C.M.U. WALL, FILLS CELLS
SOLID WITH CONCREIE AT--- <
RAILS (CONT.) EXPANSION BOLT LOCATIONS
48" MAX
1 1/2- OUTER DIAMETER FACE OF WALL - NOTE: STRUCTURAL LOADS FOR RAILINGS
STEEL PIPE HANDRAIL 1/2' DIA. EXP. BOLT WJ 2 3/4'
1 1/2" OUTER DIAMETER STEEL (CONT) 04 MIN. PENEIRATION INTO CONC.. 2 4' GUARDRAILS AT STAIRS, BALCONIES AND WALKWAYS: 50 #/FT OR 200#
PIPE TOP & BOT. RAILS (CONT.) Irl CONCENTRATED IN ANY DIRECTION AT TOP OF RAILING.
L AT EA. ANGLE BRACKET, TYP.
2 1/2" W X 1/4" THK. x B. HANDRAIL: LL = 200 POUNDS (ANY DIRECTION 0 ANY POINT ON THE RAIL)
C czai
1 1/2" OUTER DIAMETER STEEL GALV. STL. PL. ANGLE BRA �.KET
PIPE HANDRAILS (CONT.) STAIR RISER NOSING WELDED TO LADDER. 0 4'-0'
1 1 7 1 D.C. MAX., TYP. GRAB BARS: ILL 250 POUNDS (ANY DIRECTION)
1 1/2" STEEL POST 0 48" O.0 (TYP) 2 3/8" W. x 1/2' THK. GAI 1.
Z INTERMEDIATE RAILS, BALUSTERS, PANELS AND OTHER FILLERS: 25 #/So FT
MAX (TYP) Z STL. FLAT BAR STRINGER
CL
0� a. 7/8" DIA. SOLID GAl STIL. SAFETY GLAZING PANELS: 400 FT/# KINETIC IMPACT (ANSI Z97.1 -1984)
0 X BAR RUNGS WELDED TO
STAIR 0 0 DOWN
LANDING 0 BAR STRINGERS 0 12" 0 C
_J MAX., WJ BOT. RUNG ill
FROM FINISH FLOOR
all Ld U_
LU LL1
0 UJ
V) 1 1/2'X 3/16' CALV. STL.-__
VERTICAL BARS RIVETED
OR WELDED TO HOOPS, TYP.
3/16" X 2" GALV. STL SOLID
BAR HOOPS 0 4'-On
8 1/2' O.C. MAX., RKTIED OR
WELDED TO LADDER STRINGER 40,
NOTE:
EXTEND TOP OF LADDER
srRINGERS AND CAGE 3' _6'
BEYOND TOP LANDING SURFACE
PLAN STAIR RAILING DETAIL PLAN STAIR RAILING DETAIL METAL PIPE
(_5-� @ INTERMEDIATE LANDING (_6_� TYPICAL CONDITION BRACKET DETAIL
�.O 2 0 64" 32" 811 1��. �12 0 64" 32" 81, 1��. �02 0 4" 8" 16 1 11
SCALE: 3/4" V-0" SCALE: 3/4" V-0" SCALE: 3"=1-0"
THESE PLANS AND ALL PROPOSED WORK
lar
�tll AND SUBJECT TO ANY C
ORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER To
llljr�
COMPLY WITH ALL APPLICABLE CODES.
Design Group, LLC
AA26001282
5835 Blue Lagoon Dr. Suite 200
Miami, Florida 33126
Tel. 786.275.8480
Fax 786.275.8474
ALLIED NEW
TECHNOLOGIES
PLANT
"MAIN BUILDING"
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORP.
3901 NW 11 5th AVE
CORAL, FIL 33178
305.888.2623
DNB PROJECT NUMBER
07-120a
OWNER'S PROJECT NUMBER
ISSUED FOR:
FOUNDATION PERMIT
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
DRAWN BY: APPROVED BY:
R.B. F.D.
DATE: SCALE:
01.31.08 ASSHOWN
("nNAI 11 TA MIT`
Conve & AVS Inc.
111691 North Kendall Drive, Suite 3D38
Miami Floxida,33176-USA
VM Construction, Inc.
Adolfo J, Gonzalez, P.E.
STATE OF FLORIDA STRUCTURAL ENGINEER No. 58620
2050 Coral Way Sufte 400 Miami, Florida 33145
Phone: (305) 856-8935 Fax: (305) 8,%.8936
SEAL/SIGNATURE
FRA CILIS J DOMOND, R.A.
AIR - 93304
This drawing is the property of
DN3 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 [a be returred or
request.
SHEET TITLE
COPYRIGHT 0 2006
STAIRS
DETAILS
SHEET NUMBER
A-5.02
RESTROOM ROOM
ACCESSORIES CAPACITY
& HI —LOW
(OPERATING FEATURES) COIN TELEPHONE FIRE ROOM EM ERGENCY DRINKING zi�
30" MIN EXTINGUISHER NUMBERS EXIT SIGNS FOUNTAIN
54" MIN 36" MIN 30" MIN MIRROR
12" MIRROR 17"— 19'
12" 42" MIN I i Z
2'-0"
.. to 16 2E 2�
ii� C-) X n
GRAB BAR GRAB BAR X Of i� I
< <
2 0
:2 Ol i Ld 7 Z
Z M ED
_4 art cr) X Z 0 F) 0) 0 Z
< it -d- cli —
I L_ o) rJ r, i in OD < ci:
IR _J I �'_' 2 OPERATION OF TELEPHONE
0 11) X :2 0 WHICH ARE ESSENTIAL TO BASIC
<
qc� I I
36" MIN TOE KNEE
CLEARANCE CLEARANCE 81, M IN 6" MAX
6" MIN 8" MIN
DEPTH
'117" MIN,
BARRIERmFREE TOILET FIXTURES TYPICAL BARRIERoFREE
RESTROOMS CLEARAN!;ES K_3__-� MOUNTING HEIGHTS
0 3211 64" 128" . �O3 0 32" FA 128'', �.03 0 32" 64" 128"
6mem6mmi 1111i
SCALE: 3/8" = 11ii-O" SCALE: 3/8" V-10" SCALE: 3/8" Ti
TOILET ROOM ACCESSORY SCHEDULE
MK DESCRIPTION MANUFACTURER MODEL REMARKS
1 CHANNEL FRAME MIRROR AMERICAN AS10620B NO. 1 QUALITY TEPMERED GLASS MIRROR ELECTROLYTICALLY F
SPECIALTIES COPPER -PLATED - 20"X30"
2 36" GRAB BAR BOBRICK EI
3 42" GRAB BAR BOBRICK B-5806X42
4 SURFACE MOUNTED FOLDED TOILET PAPER BOBRICK B-5262 ABS PLASTIC
DISPENSER No
SURFACE MOUNTED ROLL TOILET TISSUE
5 DISPENSER BOBRICK B-273 SINGLE ROLL, CONTROLLED DELIVERY - ALUM SATIN FIN
6 ABS SURFACE MOUNTED LIQUID SOAP BOBRICK B-5050 ABS PLASTIC - VERTICAL
DISPENSER
7 UNDERSINK PROTECTIVE COVER TRU BRO LAV-GUARD COLOR TBS
8 FLOOR MOUNTED TOILET BARRIER -FREE, 1.6 GPF, ELONGATED, COLOR TBS - SEE MEP DWGS
BARRIER -FREE FIXTURE & FAUCET - COLOR TBS - SEE MEP
9 WALL HUNG LAVATORY DWGS
10 CERAMIC TILE INSTALL ON 1/2" CEM BID - SEE RM FIN SCH - SIZE, COLOR & FIN TBS
11 CEILING SEE RM FIN SCH
12 GWB WALL MR. GWB - PAINT COLOR I FINISH TBS - SEE RM FIN SCH
DRA
— THINSET CERAMIC R.B.
TILE FLOOR
— SEALANT ALL AROUND DATI
7 01.3'
DRAIN
— FLOOR DRAIN W/
ADJUSTABLE STRAINER
1X4 WOOD BLOCKING
ATTACHED TO
T.O.S. (S PE TO
EXISTING WALL 4 FLOOR DRAIN)
B"O SCHEID 40 GALV ST
PIPE FILLED W/ CONIC.
THESE PLANS AND ALL PROPO 3ED WOR
PAINT W/ YELLOW <
REFLECTIVE PAINT AND SUBJECT TO ANY
to In CORRECTION
I I REQUIRED BY FIELD IN be
S'PECTOM T
MAY BE NECESSARY IN ORDER T
COMPLY WITH ALL APPLICABLE C
CONIC SURFACE TO ILE COPY ON?
4 MATCH ADJACENT CONIC
4 1/4`X3/4" SAWCUT FOR DETAILS
JOINITAROUND BOLLARD CON. SLAB ON FILL
;;r 1/4-X3/4" SEE STRUCT. DWGS.
SAWCUT JOINT CONIC SLAB
—DRAIN PIPE SEE,
PLUMBING DWGS.
4
4" BACK SPLASH
4
/Z
TYP. FLOOR DRAIN DETAIL
MYCA
COUNTERTOP r6
C
X>/ /�CONC FOUNDATION
�.O 3 0 4" Be 1611
SEAL
24
?X�
SCALE: W=11-0"
art 4
'rn
/Z
4
4
STUCCO OVER C.M.U.
KITCHEN:
/Z WALL, SLOPE TOP
/Z
CABINETRY NOTES: 1/4" TO INSIDE
4
GALV. STL. SADDLE CLIP,
IN Q 'X
2 MIN. PER SIDE AT EA. FRAI
1. ALL DIMENSIONS SHOWN ARE FINISHED MATERIAL TO
X GRATE SEGMENT AR
4
4
I C14 FINISHED MATERIAL, UNLESS OTHERWISE NOTED.
4 GALV. STL. GRATE W./
2'-0" 2. ALL ELECTRICAL, VENTING, & PLUMBING SHALL BE THE 2 1/4"X 3/16" BEARING BARS
RESPONSIBILITY OF THE CLIENT, UNLESS OTHERWISE NOTED. 0 1 3/16" O.C.
DRILL & TAP ANGLE
FOR SADDLE CLIP SCREW
3. DOWNSVIEW WILL INSTALL ANY DECOR PANELS AND/OR 2'-0" SQ
CUT OPENINGS FOR APPLIANCES IN CABINETRY.
4. DOWNSVIEW WILL FIELD MEASURE ALL CONDITIONS PRIOR CONT, 3"X,3"X 5/16" THICK.
11-10" TO FABRICATION. DOWNSVIEW WILL NOT BE RESPONSIBLE GALV. STL. ANGLE W./ SHEE
FOR JOB SITE OR APPLIANCE CHANGES AFTER APPROVAL. 1/4"0 X 6" LONG DEFORMED
BAR ANCHORS WELDED AT
21-111 2'-0" O.C., TYP.
TYPICAL SUPPORT DETAIL
4 CABINETS DETAILS FIXED BOLLARD DETAIL @ METAL GRATING
I . �O3 0 1 2' 4: �A-5.0� 0 11 2' 41 \A-5.0� 0 4" Bli 16" SHEE
SCALE: 1" = 1LO" SCALE: I "=1-O" SCALE: 3"=1-0"
Design Group, LLC
AA26001282
5835 Blue Lagoon Dr. Suite 20D
Miami, Florida 33126
Tel. 786.275,8480
Fax 786.275.8474
www.dnbdesigngroup.com
PLANT
MAIN BUILDINGII
FT. PIERCE, FLORIDA
OWNER
LLIED UNIVERSAL CORP.
3901 NW 11 5th AVE
CORAL, FIL 33178
305.888.2623
DNB PROJECT NUMBER
07-120a
OWNERS PROJECT NUMBER
ISSUED FOR:
OUNDATION PERMIT
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
DATE REVISION BY
2-28-08 OWN
5-14-08 �BUILDCO
VN BY: APPROVED BY:
F.D.
SCALE:
.08 ASSHOWN
��klCl 117Ak1ril
Conve & AVS Inc.
10691 Wirth Kendall Dri,,o, Suite 300B
Mull Flor
0
VM Construction, Inc.
con&vumo��'
�xo�
Adolfo J. Gonzalez, P.E.
STATE OF FLOROA STRUCTURAL ENGINEER No. 56620
2050 Coral Way Suite 400 Miami, Florida 33145
Phone: (305) 866-8935 Fax: (305) 856-8936
This drawing is the property of
DN13 Design Group and is not
to be reproduced or copied
inw oeorpa -
used on any other project
and is to be returned on
COPYRIGHT C 2006
millio
misc.
DETAILS
NUMBER
A-5.03
4
WINDOW SCHEDULE
SIZE
REMARKS
MARK
OPERATION
TYPE
VIATL
WIDTH
HEIGHT
SILL HT.
FIXED
E
S �L
6`-0"
31-011
4-
N,0.0l.
RAT
#07-0411.11, CLEAR WIRE 3/4 FIRE
ED LABEL B
4�
FIXED __T_E
STEEL
6'-0"
T-01'
41-111
N.O.8l.
RAT
#07-0411.11. CLEAR WIRE 1/4 FIRE
ED, LABEL - B
/3\
ROOM FINISH SCHEDULE
WALL FINISH
CEILING
REMARKS
ROOM
NO.
ROOM NAME
FLOOR
BASE
NORTH
SOUTH
EAST
WEST
MATERIAL
FINISH
HT.
FOT�
CONTROL ROOM
VCT
VINYL
GWB/PAINT
GWB/PAINT
GWB/PAINT
GWB/PAINT
GWB
PNT
1
2
F-02--1
QUALITY CONTROL ROOM
VCT
VINYL
GWBIPAINT
GWB/PAINT
GWBIPAINT
GWB/PAINT
GWB
PNT
1
2
F-0-3-]
RESTROOM
TILE
TILE
CT/GWB/PNT
CT/GWB/PNT
CT/GWB/PNT
CT/GWB/PNT
GWB
PNT
1
2, MOISTURE RESISTANT GWB
F0_4 ]
RESTROOM
TILE
TILE
CT/GWB/PNT
CT/GWB1PNT
CT/GWEI
CT/GWB/PNT
GWB
PNT
1
2, MOISTURE RESISTANT GWB
F-057
INSTRUMENT STORAGE
VCT
VINYL
GWB/PAINT
GWB/PAINT
GWB/PAINT
GWB/PAINT
GWE1
PINT
1
2
F-067
DRY ANALITICAL INST. $TOR.
MAIN ELECTRICAL ROOM
VCT
SEALED
CONCRETE
VINYL
GWB/PAINT
UNF/PAINT
Gi
Gi
GWB/PAINT
Gi
PNT
1
1 2
F0_7 ]
UNFIPAINT
UNF/PAINT
UNF/PAINT
EXP
PNT
1
2
F0_8 ]
RECTIFIER ROOM
SEALED
UNF/PAINT
UNF/PAINT
UNF/PAINT
UNF/PAINT
EXP
PINT
1
2
CONCRETE
F0_9
TRANSFORMER AREA
SEALED
UNF/PAINT
UNF/PAINT
UNFIPAINT
UNFIPAINT
EXID
PNT
1
2
CONCRETE
F-1-01
PLANT ARE A
SEALED
UNF/PAINT
UNF/PAINT
UNF/PAINT
UNF/PAINT
EXP
PNT
1
SPECIAL COATING SYSTEM FOR SLABS
A
CONCRETE
MAIN ELECTRICAL ROOM
VCT
VINYL
UNF/PAINT
UNF/PAINT
UNF/PAINT
UNF/PAINT
EXP
PNT
1
2
F1_2 I
CELL MAINTANECE ROOM
SEALED
CONCRETE
UNF/PAINT
UNF/PAINT
UNF/PAINT
UNF/PAINT
EXP
PNT
1
2
I
NOTE:
1. SEE REFLECTED CEILING PLAN FOR HIGH ELEVATION
2. COLOR TO BE SELECTED BY OWNER
WINDOWS AND DOORS NOTES
1. SEAL TIGHT WITH BACKER ROD AND SEALANT AT ALL JOINTS BETWEEN DOORS, WINDOWS, AND LOUVERS AT
MASONRY OR ROUGH OPENINGS. APPLY SEALANT @ EXTERIOR CONDITIONS, AND ACOUSTICAL SEALANT AT
INTERIOR CONDITIONS.
2. DIMENSIONS SHOWN ON PLANS, ELEVATIONS OR SECTIONS DENOTE MASONRY OR ROUGH OPENINGS UNLESS
OTHERWISE NOTED. GENERAL CONTRACTOR AND/OR SUBCONTRACTORS SHALL VERIFY DIMENSIONS AT JOB SITE
AND SHALL CONTACT ARCHITECT, IF ANY DISCREPANCIES ARE FOUND, BEFORE PROCEEDING WITH WORK,
3. WINDOW, DOOR AND LOUVER MANUFACTURERS SHALL SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL
PRIOR TO FABRICATION. ANY REVISION OR CHANGE IN MATERIALS, USE OR MANUFACTURE OF THE PRODUCT
SHALL AUTOMATICALLY BE CAUSE FOR TERMINATION, UNLESS PRIOR APPROVAL IS GRANTED FOR REVISION OR
CHANGE. ALL UNITS MUST BE LABELED, GIVING THE MANUFACTURER�S NAME, MIAMI-DADE COUNTY PRODUCT
CONTROL APPROVAL NUMBER, APPROVED ELEVATION AND DATE OF EXPIRATION.
4. ALL EXTERIOR WINDOWS, LOUVERS AND DOORS SHALL BE DESIGNED TO WITHSTAND WIND LOADS AND MEET
THE REQUIREMENTS OF SECTION 6 OF STANDARD 7-97 OF THE AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE
7-93) AS PER FLORIDA BUILDING CODE,HIGH VELOCITY HURRICANE ZONES, BASED UPON THE DESIGN WIND LOAD
PRESSURE CALCULATIONS FOR EACH EXTERIOR OPENING WINDOW.
5. ALL WINDOWS, SLIDING DOORS, AND LOUVERS SHALL BE EQUIPPED WITH INSECT SCREENS (U.O.N.)
6, ALL EXTERIOR AND INTERIOR ALUMINUM FRAMING SHALL BE 1 1/2"X 4" WITH CLEAR ANODIZED FINISH UNLESS
OTHERWISE NOTED.
7. ALL EXTERIOR WINDOWS SCHEDULED SHALL RECEIVE 3/16" LAMINATED IMPACT RESISTANT GLASS, TINTED. TINT
COLOR TBS BY ARCH ITECT.
'1111110
I 11111111111111IR11:101,
9. ALL PUSH PLATES, PULL HANDLES, AND/OR PROTECTIVE BARS ON DOORS OR FIXED GLASS PANELS SHALL BE
STAINLESS STEEL SATIN FINISH UNLESS OTHERWISE NOTED,
10. ALL ALUMINUM BRAKE METAL (CLOSURES) SHALL BE 0,40 ALUMINUM (MIN) GLUED WITH SILICONE AND FASTENED
TO STEEL COLUMNS AS REQUIRED, AND/OR ANY OTHER METAL FRAME ON WINDOWS & DOORS, CLEAR ANODIZED
FINISH. COLOR T.B.S. BY OICHITECT.
11. ALL ALUMINUM EXTERIOR AND INTERIOR STOREFRONTS, WINDOWS, DOORS AND FIXED GLASS SHALL BE
MANUFACTURED BY R.C. ALUMINUM OR APPROVED EQUAL. INSTALLATION SHALL BE CONDUCTED IN A
WORKMANLIKE MANNER AND AS PER MANUFACTURER INSTRUCTIONS,
12, HARDWARE FOR ALL WINDOWS AND DOORS SHALL CONFORM TO SECURITY AND FORCED ENTRY PREVENTION
REQUIREMENTS OF FBC (SEE THE INTRUSION AND BURGLARY NOTES).
13, ALL WINDOWS & EXT. DOORS FASTENERS SHALL BE TAPCON ANCHOR DRIVEN SCREWS. THE SPACING OF
FASTENERS SHALL BE AS TESTED OR MIN. 24" O�C. AT CONCRETE COLUMNS CONDITIONS OR 15" O.C. AT CONCRETE
BLOCK FILLED CELLS, AND THE FIRST FASTENER SHALL BE LOCATED A MAXIMUM OF 4" FROM EACH CORNER AND
MULLION OR STILE. MINIMUM PENETRATION OF FASTENER SHALL BE AS TESTED OR 1 3/41, MIN, WHICHEVER IS
GREATER. NO WOOD OR PLASTIC SHIELDS OR PINS SHALL BE USED.
14. ALL WINDOW AND SLIDING DOOR WOOD BUCKS SHALL BE A 1X4 P. T. WOOD MIN, (RECTANGULAR SHAPE), BUT
WHERE WINDOW OR SLIDING DOOR JAMB IS GREATER THAN 4" ALL WOOD BUCKS SHALL HAVE A MIN, DEPTH
EQUIVALENT TO THE DEPTH OF THE WINDOW OR THE SLIDING DOOR.
15. NOT USED.
16. ALL WINDOWS, LOUVER AND DOOR INSTALLATIONS ARE TO BE IN A SEPARATE BUILDING PERMIT.
MANUFACTURERS/INSTALLERS SHALL SUBMIT SHOP DRAWINGS FOR ARCHITECTS REVIEW AND APPROVAL.
INTRUSION AND BURGLARY NOTES:.
1. STANDARDS:
(a) BURGLAR -RESISTANT GLASS SHALL COUP
ASTM C1036 FOR POLISHED PLATE GLA
rATITI I g 0
3
6'-0-
'b)
('E)
FLUSH NARROW LITE DOUBLE ROOL-UP DOUBLE FULL LOUVERED
DOORS FLUSH OVERHEAD FLUSH
(b) TESTS OF BURGLAR -RESISTANT GLAZING N
ATERIALS
SHALL COMPLY WITH UNDERWRITER'S LABC
RATORIES
STANDARD FOR SAFETY OF BURGLAR REM
TANT
GLAZING MATERIALS, UL72.
(c) GLASS AND GLASS -LIKE MATERIALS SHALL
'OMPLY
WITH THE AMERICAN NATIONAL STANDARDc
INSTITUTE (ANSI) STANDARD FOR TRANSPA
ENT
SAFETY GLAZING MATERIAL USED IN BUILDING,
Z97.1.
(d) ALUMINUM WINDOWS SHALL COMPLY WITH
THE
ARCHITECTURAL ALUMINUM MANUFACTURE
IRS
ASSOCIATION (AAMA) STANDARD FOR FORCED
-ENTRY
RESISTANT HORIZONTAL SLIDING WINDOWS,
AAMA
1302.5, AND ANSI/AAMA 101.
2. ALL EXTERIOR DOORS SHALL BE PROVIDED WITH
CYLINDRICAL TYPE LOCKS SITS, LATCH BOLT BY KNOBS,
LATCH BOLT DEAD -LOCKED WHEN DOOR CLOSED,
KEY OPERATED FROM OUTSIDEWITH PRIVACY TURN BUTTON
FOR LOCKING OUTER KNOB WHICH IS NOT AUTOMATICALLY
RELEASED, ACCORDIG TO FED. SPEC. #160 AND #16
CAPABLE OF RESISTING A FORCE OF 300 LEIS INANY
MOVABLE DIRECTION. MAIN ENTRANCE DOORS SHALL BE
PROVIDED WITH DEAD BOLT KEY OPERATED FROM
OUTSIDE AND BY TURN LEVER FROM INSIDE. OTHER
EXTERIOR DOORS TO BE PROVIDED WITH INTERIOR
SINGLE DEAD BOLT, ALL TO BEV MIN. THRUST AND OF
HARDENED OR CONTAIN INSERTS. AT DOUBLE DOORS
SECOND DOOR SHALL BE PIOVIDED WITH HAND BOLTS TOP
AND BOTTOM. DOORS TO BE MOUNTED ON 3- 3
V2" PAIR OF HINGES WITH NON-EXFDSED SCREWS AND
NON -REMOVABLE PINS BY SET SCREWS IN BARREL.
MAIN ENTRANCE DOORS TO HUE DOOR SCOPE PERMITTING
INSIDE VIEWER A 180'OBSERVATION ANGLE OF
OUTSIDE WHEN DOOR CLOSED (UNESS OTHERWISE NOTED).
3. HINGES ON EXTERIOR OUT SWINGING DOORS
SHALL HAVE NON -REMOVABLE PIN.
4. GLASS IN EXTERIOR DOORS AND ALL GLAZIN13
WITHIN 48" OF INSIDE LOCKING DFYICE OF DOOR SHALL COMPLY
WITH A,N.S.I. 297.1.
5. INTERIOR DOORS TO HAVE CYLINDRICAL TYPE
LOCK SETS WITH PRIVACY LOCK E' INSIDE PUSH BOTTOM WHICH
AUTOMATICALLY OPENS BY TURN OR BY CLOSING
ACCORDING TO FED, SPEC, #160 MD 161 L (UNLESS OTHERWISE
NOTED).
6. ALL WINDOWS, AWNING, SINGLE HUNG OR HORIZONTAL
SLIDING SHALL BE PROVIED WITH A LOCKING DEVICE
CAPABLE OF WITHSTANDING A FORCE OF 150 LB
3. APPLIED IN ANY OPERABLE DIRCTIONS, OR AS SPECIFIED IN
THE PAN AMERICAN FORCE AWNING TYPE 49 3M
F. WINDOW FRAME$ SHALL BE CONTRUCTED SO THAT WHEN
FIXED OR LOCKED THEY CANNOT BE REMOVED FROM
THE OUTSIDE.
7. LOCKS ON EXTERIOR DOORS SHALL BEA MINIMUM
OF6,000 POSSIBLE KEYCHANCS OR LOCKING
COMBINATIONS S.F.B.C. CHAPTER 36, ITEM 3603.2(A)(2),
8. ALL EXTERIOR DOORS & WINDOWS SHALL BE
IN COMPLIANCE WITH THE FLORIDA EJILDING CODE,
DOOR TYPE
0 4' 81 16'
SCALE: 1/4" = T-0"
6'-0" DoNoB
Design Group, LLC
AA26001282
5835 Blue Lagoon Dr. Suite 200
0
I Miami, Florida 33126
Tel. 786.275.8480
Fox 786.275.8474
www.dnbdesigrgroup.com
FIXED LITE
(WINDOW)
DOOR SCHEDULE
DOOR
No.
DOOR
SIZE
_TYP MA FIN
WIDTH HEIGHT I THK
FRAME
DETAIL
TYPE MATIL FIN
HEADI JAMB THR
LABEL
FIRE
RATED
HARDWARE
SET No.
REMARKS
T-01'
71-01'
1 3/4"
A
HM
PNT-
2/A-5.01
2/A-5.01
7/A-5.01
-
MTL.
PNT.
C 45 MIN A
T-O"
T-13"
1 3/4"
A
WD
PNT-
3/A-5.01
3/A-5.01
7/A-5.01
-
MTL.
PNT..
T-011
7 1-01,
1 3/4"
A
WD
PNT.
3/A-5.01
3/A-5.01
-
MTL.
PNT.
T-10"
71-10"
1 3/4"
A
WD
PNT.
3/A-5.01
3/A-5.01
MTL.
PNT.
31-011
71-011
1 3/4"
B
WD
PNT.
3/A-5.01
3/A-5.01
7/A-5.01
III
PNT.
T-13"
T-0"
1 3/4"
B
HM
PINT.
2/A-5.01
2/A-5.01
7/A-5.01
MTL.
PINT.
[C
45 MIN
WIRE CLEAR GLASS
31-011
T-0"
13/411
B
WD
PNT.
3/A-5.01
3/A-5.01
7/A-5.01
MTL.
PNT.
31-011
T-0"
1 3/4"
A
WD
PINT.
3/A-5.01
3/A-5.01
MTL.
PNT..
T-011
T-01'
1 3/41'
A
IND
PNT.
3/A-5.01
3/A-5.01
MTL.
PINT.
A
81-01,
-
D
MTL
PINT.
6/A-5.01
5/A-5.01
MTL.
PNT.
'B1
1/2 HR
81-011
D
MTL
PNT.
6/A-5.01
5/A-5�01
MTL.
PINT.
B
1 1/2 HR
T-0"
71-13"
1 3/4"
A
HM
7/A-5.01
-
MTL.
PNT.
B
1 1/2 HR
(jD3
(2) T-0"
71-01'
1 3/4"
JWID
SMACI
-, n-4
PI
IVA
I , 't 1.
02/A-5.01
7/A-5.01
-
III
PNT.
3HR
D4
T-10"
T-10"
1 3/4"
IKE
�J&NIE
Y IN
L?kwv 6 f-')
4?A - 5. 01
7/A-5.01
-
MTL.
PNT.
-
3HR
(�5)
16-0"
8'-0"
-
got
CL
GSTL
16'-0"
8'-0"
E
C
CL
GSTL
IX
�17
8'-011
-
D
HM
PNT
6/A-5.01
5/A-5.01
MTL.
PINT.
3HR
T-011
T-01'
1 3/4"
A
HM
PNT.
3/A-5.01
3/A-5.01
-
MTL.
PNT.
A
3 HR
C1_9
(2) 31-10"
71-01'
13/4 11
C
HM
PINT.
2/A-
"Jk
2/A-5.01
7/A-5.01
-
MTL.
PNT.
C
��
45 MIN
Co
(2) T-0"
T-01'
1 3/4"
nm
�L21
'% Li
Jt.D1
2/A-5.01
7/A-5.01
-
MTL.
PINT.
Z::�
PANIC HARDWARE
PANIC HARDWARE
(2) T-10"
71-10"
13411
'IF
7/A-5.01
2/A-5.01
7/A-5.01
MTL.
PINT.
#
16-10"
16-10"
-
D
GSTL
GSTL
6/`A-5�01
5/A-5.01
MTL.
Pli
A4
C3
T-0"
T-0"
13/411
A
HM
PNT-
21A-5.01
2/A-5.01
7/A-5.01
MTL.
PNT.�
�B
1 1/2 HR
T-01'
T-O"
1 3/4"
B
HM
PNT.
2/A-5.01
2/A-5.01
7/A-5.01
MTL.
PNT.
> B
1 1/2 HR
C5
T-O"
T-10"
1 3/4"
A
HM
PNT.
2/A-5.01
2/A-5.01
7/A-5.01
MTL.
PINT.
C
45 MIN
(�10
8'-0"
111-01,
-
D
MTL
Pli
6/A-5.01
5/A-5.01
MTL.
PNT.
C
45 MIN
81-0"
111-0.1
-
D
MTL
PNT.
6/A-5.01
5/A-5.01
MTL.
PINT.
C
45 MIN
31-011
T-0"
1 3/4"
A
HM
PINT.
2/A-5.01
2/A-5.01
7/A-5.01
MTL.
PNT.
C
45 MIN
31-01'
T-0"
1 3/4"
A
HM
PNT.
2/A-5.01
2/A-5.01
7/A-5.01
-
MTL.
PINT.
> C
45 MIN
3 P-011
T-0i'l
1 3/4"
A
HM
PNT.
2/A-5.01
2/A-5.01
-
MTL.
PNT.
> C
45 MIN
T-01'
T-0"
1 3/4"
A
IND
PINT.
3/A-5.01
3/A-5.01
7/A-5.01
-
MTL.
PINT.
16-10"
16-011
-
D
TL
GSTL
GSTL
6/A-5.01
5/A-5.01
-
MTL.
PINT.
(2) T-10"
T-0"
1 3/4"
E
M
HM
PINT.
2/A-5.01
2/A-5.01
7/A-5.01
MTL.
PINT.
-
PANIC HARDWARE
C4
81-01'
-
D
GSTL
GSTL
6/A-5.01
5/A-5.01
III
PINT.
-
PANIC HARDWARE
81-01'
111-01,
-
D
GSTL
GSTL
6/A-5.01
5]A-5.01
MTL.
PNT.
PANIC HARDWARE
(U6
111_�
(2) 41-01'
�111��
8'-0"
1 3/4"
F
HM
PNT.
2/A-5.01
2/A-5.01
MTL.
PNT.
(2) 4--0"
81-0"
1 3/4"
F
HM
FIN
2/A-5.01
2/A-5.01
MTL.
Pli
DOOR SCHEDULE ABBREVIATIONS
ALU
ALUMINUM
GSTL
GALVANIZED STEEL
ANOD
ANODIZED
MRBL
MARBLE
CIL
CHAINLINK
PNT
PAINTED
HC
HOLLOW CORE
SC
SOLID CORE
HM
HOLLOW METAL
ST
STEEL
GALV
GALVANIZED
STN
STAINED
WD
WOOD
LABEL "A" DOORS 3HR FIRE RATED
LABEL "B" DOORS 1-1/2 HIR FIRE RATED 4
LABEL "C" DOORS 45 MIN. FIRE RATED ZL
NOTES:
1. ALL DOORS ARE TO BE LOCATED 4" FROM WALL UNLESS LOCATION IS INDICATED IN THE FLOOR PLAN.
2. INSTALL DOORS AS PER MANUFACTURER'S RECOMMENDATIONS.
3. HARDWARE:
A.THE HARDWARE WILL CORRESPOND WITH FIRE REQUIREMENTS
B. FINISH WILL BE SATIN CHROMIUM PLATED
C. CLOSERS ARE REQUIRED AT ALL FIRE DOORS
D. SPECIFIC DESIGN TO BE SELECTED BY OWNER ARCHITECT
E. ADA COMPLIANT
F. COORDINATE W/ SECURITY SYSTEMS DESIGNER/INSTALLER
ALLIED NEW
TECHNOLOGIES
PLANT
"MAIN BUILDING"
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORP.
3901 NW 11 5th AVE
CORAL, FL 33178
305.888.2623
DNB PROJECT NUMBER
07-120a
OWNER'S PROJECT NUMBER
ISSUED FOR:
FOUNDATION PERMIT
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
No.
DATE
REVISION
BY
2-28-08
OWN
IRS
5-14-08
OWN
IRS
6-11-08
BUILD COW
IRS
8-7-08
BUILD COMN/
RB
DRAWN BY:
R.B.
APPROVED BY:
F.D.
DATE: SCALE:
01.31�08 AS SHOWN
CONSULTANTS:
4`�, I
Conve & AVS Inc.
N�l
11
10691 North Kendall Drive, Suite 303B
Miami Florida, 33176-USA
VM Construction, Inc.
9"
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
) tAl_/�) 11,7 NA I U Kit
MM . u0jul
This dradfr)g is the property of
DNB Design Group and s noi
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 2006
SH[CT TITLE
DOOR/ WINDOW
& ROOM
SCHEDULES
SHEET NUMBER
A-6.01
GENERALNOTES
1. PROVIDE FIRE RATED GYPSUM BOARD ON ALL WALLS
INDICATED TO BE FIRE RATED.
2. PROVIDE CONTINUOUS FIRE RATED SEALANT AT THE
PERIMETERS OF ALL FIRE RATED WALLS AND CHASES INCLUDING
THE TOP, BOTTOM AND SIDE EDGES ON BOTH SIDES OF WALL
OF GYPSUM BOARD PARTITIONS.
3. PROVIDE CONTINUOUS NON -HARDENING ACOUSTICAL
SEALANT AT TOP, SIDES, AND EDGES ON BOTH SIDES OF WALL
AT ALL NON -RATED GYPSUM BOARD PARTITIONS.
4. ALL WALL PENETRATIONS SHALL BE SLEEVED AND PACKED
AIRTIGHT WITH SAFING INSULATION AND SEALANT.
5. ALL JOINTS SHALL BE STAGGERED, TAPED AND SEALED AT
ALL LAYERED GYPSUM BOARD INSTALLATIONS.
6. PROVIDE A MINIMUM OF TWO -STUD SEPARATION BETWEEN
OUTLET BOXES AND OTHER PENETRATIONS OCCURRING AT
OPPOSITE SIDES OF WALLS.
7. PROVIDE MOISTURE RESISTANT (MR) GYPSUM WALL BOARD
AT ALL WET AREAS SUCH AS TOILETS, JANITOR CLOSETS, ETC.
B. PROVIDE WALL REINFORCEMENT BETWEEN STUDS WHERE
REQUIRED BY INSTALLATION OF MILLWORK AND/OR WALL HUNG
EQUIPMENT.
9. PROVIDE BACKING FOR ITEMS SUCH AS TOILET ACCESSORIES,
DOOR STOPS, DOOR BUMPERS, HAND RAILS. ETC.
10. PROVIDE 18 GA. OR HEAVIER METAL STUDS AT ALL
OUTSIDE CORNERS OF CORRIDOR WALLS.
11. FOR EXTERIOR WALL DETAILS SEE WALL SECTIONS AND
ASSOCIATED DETAILS.
12. REFER TO WALL SECTIONS, ELEVATIONS, DETAILS, ETC., FOR
ADDITIONAL INFORMATION REGARDING INTERIOR PARTITIONS.
13. METAL STUDS ARE 25 GA. UNLESS OTHERWISE NOTED,
EXCEPT USE 18 GA. AT DOOR LAMBS.
14. PROVIDE CEMENTITIOUS BACKER BOARD AT ALL WALL
SURFACES SCHEDULED TO RECEIVE CERAMIC TILE AT SHOWERS.
PROVIDE MOISTURE RESISTANT (MR) GYPSUM WALL BOARD AT
ALL OTHER CERAMIC WALL TILE INSTALLATIONS.
15. PROVIDE FIRESTOPPING IN CONCEALED SPACES OF STUDS
AND PARTITIONS, IN FURRED SPACES AT CEILINGS AND FLOOR
LEVELS, AND AT INTERCONNECTIONS BETWEEN CONCEALED
VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT
SOFFITS, DROP CEILINGS AND SIMILAR FEATURES, TO LIMIT THE
MAXIMUM DIMENSION OF ANY CONCEALED SPACE TO 8'-0".
16. FILL ALL CELLS WITH 4000 PSI COURSE MASONRY GROUT
AT THE FOUR WALLS WHICH MAKE UP THE FOLLOWING ROOMS:
08 & 09 TO PROVIDE A (4) FOUR-HOUR FIRE RATING
REQUIRED AS PER UL DESIGN NO. U901, IN THOSE WALLS
NOTES:
FIRE RATE WALL CRITERIA:
1. THE WALLS SURROUNDING THE HIGH POWER ELECTRICAL ITEMS, TRANSFORMERS AND
RECTIFIERS MUST BE 4 HOUR FIRE RATED.
2. ELECTRICAL ROOMS WALLS SHOULD BE 2 HOUR RATED.
3. ALL OTHER BLOCK WALLED ROOM AREAS SHOULD BE 1 HOUR FIRE RATED.
UNDERSIDE OF STRUCTURE
HEAD 3 5/8", 25 GA. METAL RUNNER
t_,_-_-_-__1`EXTEND STUDS TO STRUCTURE ABOVE
CEILING AS SCHED.
CEILING 5/8' GYPSUM WALLBOARD, ONE SIDE OF
IMTL STUDS, TAPE AND SPACKLE ALL JOINTS
,�,-3-5/8- 22 GA. METAL STUDS AT 16- D.C.
PLAN INTERIOR
3 5/B-. 25 GA. METAL RUNNER
B"
'TWALL B ASE AS SCHEDULED
BASE rlI FLOOR AS SCHEDULED
Up OF FLOOR SLAB
DoNoB
Design Group, LLC
UNDERSIDE OF STRUCTURE AA26001282
5835 Blue Lagoon Dr. Suite 200
HEAD Miami, Florida 33126
Tel. 786.275.8480
Fox 786.275.8474
COUNG AS SCHEID. www.dnbdesigngroLip.com
MASONRY JOINT
CEILING REINFORCEMENT AT 16" O.C. ALLIED NEW
5/8' SMOOTH STUCCO TECHNOLOGIES
PLANT
WALL TYPE 1A - FILL ALL CONC. CE OU "MAIN BUILDING"
WITH 4000 PSI COURSE MASONRY G Tt
PLAN B" C.M.U. FT. PIERCE, FLORIDA
OWNER
ASEAS SCHEDULED ALLIED UNIVERSAL CORP.
3901 NW 11 5th AVE
BASE FLOOR AS SCHEDULED CORAL, FL 33178
305.988.2623
FLOOR SLAB
— 3 DNB PROJECT NUMBER
(2) TWO-HOUR FIRE RATING REQUIRED ASPER UL DESIGN NO. U-905 07-120a
I A (4) FOUR-HOUR FIRE RATING REQUIRED AS PER UL DESIGN NO. U-901 OWNER'S PROJECT NUMBER
1 MASONRY ISSUED FOR:
FIRE NOMINAL FIRE TEST: U905
RATING: THICKNESS
2hr 8 If THICKNESS: . 7-5/8" FOUNDATION PERMIT
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
UNDERSIDE OF STRUCTURE
HEAD
_1 CEILING AS SCHED.
CEILING
/--5/8' GYPSUM WALLBOARD, BOTH
SIDES OF MTIL. STUDS, TAPE AND
SPACKLE ALL JOINTS
7/8a. 25 GA. METAL
PLAN FURRING CHANNELS
80 C.M.U.
L5/8' SMOOTH STUCCO
WALL BASE AS SCHEDULED
BASE t—rFORISH FLOOR AS SCHEDULED
//�T P OF FLOOR SLAB
No.
DATE
REVISION
BY
2-28-08
OWN
RB
A25-14-08
BUILD COMM
RB
A3
6-11-08
BUILD COMM
RB
DRAWN BY: APPROVED BY:
R.B. F.D.
DATE: SCALE:
01.31.08 ASSHOWN
CONSULTANTS:
Conve & AVS Inc.
10691 Norh Qandi Dni Sulle 303B
Miami, Fli 33176-USA
5 PARTITION 2 MASONRY
C IRE NOW FIRE NOMINAL FIRE TEST: U905
ATING: NAL FIRE TEST: N/A RATING: T
THICKNESS: HICKNESS:
THICKI 14-1/4" 1hr 8 THICKNESS: 9-3/81,
N/A
Nk
0?11 VM Construction, Inc.
v
\—UNDERSIDE OF STRUCTURE NDERSIDE OF STRUCTURE Adolfo J. Gonzalez, P.E.
STATE OF FLORIDA STRUCTURAL ENGINEER No� 58620
HEAD NT. SEALANT BOTH SIDES OF WALL HEAD \\�iOi SEALANT BOTH SIDES OF 2050 Coral Way. Suite 400 Miami. Florida 33145
09-y- WALL Phone: (305) 85M935 Fax� (306) 85M936
qoc*v� \t
0 \ \01AS 5/8', 25 GA. METAL RUNNER 3 5/8". 25 GA. METAL RUNNER
?\X �� 101
G cl;v� CEILING AS SCHED.
J0\Z5 CEILING AS SCHED.
1, �0 �o- -\O
�\0_1) \\A 5/8' GYPSUM WALLBOARD, BOTH SUES
CEILING OF MTI_ STUDS, TAPE AND SPACKLE 5/8' GYPSUM WALLBOARD, ONE
gt(;y 12k 14 Pq ALL JOINTS CEILING SIDE OF MTL STUDS, TAPE AND
or, 3 5/8" 22 GA. METAL STUDS AT 16" D.C., L SPACKLE ALL JOINTS SEAL/Sl NATURE
C, 000 UNLESS OTHERWISE NOTED 3 5/8' 22 GA. METAL STUDS AT 16' i
O.C., UNLESS OTHERWSE NOTED
PLAN S SOUND ATTENUATION PLAN
BLANKET 518" GYPSUM WALLBOARD.
MOUSTURE RESISTANT ON ONE SIDE
5/8', 25 GA. METAL RUNNER ERAMIC TILE
WALL BASEAS SCHEDULED L3 5/8", 25 GA. METAL RUNNER FRANCILIS J_ OMOND, R.A.
:N
BASE FINISH FLOOR AS SCHEDULED BASE FINISH FLOOR AS SCHEDULED AR - 93304
T This dravvng is the property of
OF FLOOR SLAB P OF FLOOR SLAB DNB Design Group and is not
TI—TO to be reproduced or copied
in whole or part. It is not to be
4 ( 1 ONE -HOUR FIRE RATING REQUIRED AS PER UL DESIGN NO. U-419 3A SAME AS 3, NON -FIRE RATED, EXCEPT USE 6' DEEP STUDS used on any other project
and is to be returned on
4 A SAME AS 4. 1-HR FIRE RATEDi EXCEPT USE 6- DEEP STUDS 3 B SAME AS 3, EXCEPT USE 2 SIDES MOISTURE RESISTANCE AND TILE request.
4 B SAME AS 4, EXCEPT NON -FIRE RATED COPYRIGHT 0 2006
SHEET TITLE
4 PARTITION 3 PARTITION WALL TYPES
FIRE NOMINAL FIRE TEST: U419 FIRE NOMINAL FIRE TEST: U407 SCHEDULES
RATING: THICKNESS: RATING: THICKNESS:
1hr 4 If THICKNES& 4-7/8" 1hr 411 THICKNESS: 4-7/8"
SHEET NUMBER
A-6.02
PROPERTY LINE
10 VLD
0
0
LL
rY
Ill
PROPOSED
SALT STORAGE
BUILDING
15,270 S.F,
PROPOSED
2,000 S.F�
DRAIN FIELD
PROPOSED PIPE BRIDGE
2' AE30VE EXISTING GRADE
(BY OTHERS)
CORCRIFTE, - S�A 9
�ROPOSED SATURATOR PITS1
DRY RETENTION POND
%
FIROP(�S,�D- C-ONCRETE.
PAID- FQR 14JIPVEN'T�.
%
OPOSED ONE STORY
PLANT BUILDING
20,200 S.F.
F,F.F. = 29.10'a
--j--- -- -\
U� L�i
x < Cif .
_�J 0 <
EXIST. 6' CHAIN LINK FENCE
EXIS�.
COVERED CONCRETE
LOADING DOCK & TANK
STORAGE
F. F. E. = 31.5
ld
X
<
0
Z
0
0 U
X
EXIST.
CONCRETE
WITH TANK
COVERED CONCRETE
EXIST. I STORY
ALUMINUIV HUII DING
rr
All
EXIST
CONCRETE
SLAB
FOR TANKS
CONC
[XISTINC, RAILROAD SPUR
----- ---- -
EXIST.
METALIEUDG.
F.F. E. =27.65
RELOCATION OF DIESEL TANK
& CONC. FUELING PAD
L'�]
EXIST�
ALUMINUM BUILDING
ON CONCRET-
F,F.F.�29.85
EXIST. ALUMINUM
BUILDING
UNDER ROOF
NORTH/WEST/EAST
SIDES OPEN
F.F.F.-29.83
IHIIE PLANS AND ALL
AND SUBJECT TO AN PROPOSEL
REQUIRED By F:1 Y CORI
ELD INSPECTORS
MAY BE NECESSARY IN ORDER
COMPLY WITH ALL APPLICABLE Cc
Design Group, LLC
AA26001282
5835 Blue Lagoon Dr. Suite 200
Miarnl, Florida 33126
Tel. 786.275.8480
Fox 786.275.8474
www.dnbdesigngroLip.com
ALLIED NEW
TECHNOLOGIES
PLANT
"MAIN BUILDING"
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORP
3901 NW 11 5th AVE
CORAL, FL 33 78
305,888.2623
DNB PROJECT NUMBER
07-120a
OWNER'S PROJECT NUMBER
1001I* ma
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 0�e, Sufte 3038
Miami. Fl.dd.. 3317&USA
Adolfo J. Gonzalez, P.E.
STATE OF FLORIDA STRUCTURAL ENGINEER No 58620
2050 Coral Way. Suite 400 Miami, Florida 33145
Phonc(SIDS)IBISM935 Fax:(305�&W936
This drawing is the property of
DNB Design Group and is not
to be reproduced or copied
in whole or part. It is rat to be
used on any other project
and is to be returned on
request.
COPYRICHT02006
SHEET TITLE
PROPERTY LINE
Z 4EY PLAN
SCALE: 1/32"�P-I
SHEET NUMBER
S1 01a
0
FLOOR PLAN NOTES:
I- BASED ON SUBSURFACE EXPLORATION REPORT OF PROFESSIONAL
11- 5U5MIT SHOP Di FOR ALL RAILINGS FOR AIFPROVAL PRIOR
1-0
SERVICE NDU&TRIE5. Inr-. (III ) PROPC5AL Nc. 315-650125 OF:
FABRICATION, SIGN AND SEALED 5`i� A F-ORIDA PE.
5EPTEI'lBER 21,200ro. THE FOUNDATION HAVE DESIGN FORA
12- CONTRACTOR t-tUST VERIFY ALL DIMENSION5 LUITL4 ARC141TECTUFAL
2500 PSF 501L BEARING CAPAGITir.
DRALUINGS. NOTIF*T` ARCHITECT AND ENGINEER OF ANY D16CREIl
2- TOP OF FOOTING ELEVATION (5EE FOOTING SCHEDULE ON 5-r�)
13- CONTRACTOR MUST COORDINATE ALL DIMEN510I LIJITP ARCHITECTURAL
3- PROVIDE 3 05 x ro'-O" CORNERS 5,41 47 ALL FOOTING INTER5EPTION5,
DRALUINGS AND IN THE FIELD, INCLUDING ALL UJII AND DOO;;Z
EXTEND 3'-0" IN70 EACH FOOTING.
MA50i 011
14- CONTRACTOR t-IUST SUBMIT 5TRUCTURAL STEEL SHOP DRAUJING�,
FOR
4- TOP OF SLAB ELEVATION ENGINEERING 0'-0` EQL14LS + 7 N�G;�VD
APPROVAL PRIOR TO FABRICATION�
5-EX16TINS DE51GN LIVE LOAD 100 PSF
& REFER TO ARCI4 DRALUINGS FOR ADDITIONAL TOP OF &LAE, ELEVATION
Ir,- PREFABRICATED STEEL STAIRS, CONTRACTOR MUST 6LI SIGN
AND
-
SEALED SHOP DRALUINGS AND CALCULATIONS BY A FLA PE., F
�R
`V, AND X-Y COORDINATE5.
SEVERAL MA50NRY El LUALL5 SHALL BE REINFORCED LUITk4
APPROVAL PRIOR TO FABRICATION.
05 ID 32" n.a. VERTICAL EARS AS SPOLUN ON PLAN. (
a- PROVIDE 2 05 VERT. (MINIMUY EACI-4 SIDE OF ALL DOOR5 AND WINDOI
(T't'P, UNLE65 OTHEIRLUSE NOTED)
1I SEE 5-4 FOR GENERAL NOTES AND 5-5 FOR SCHEDULES.
10- ALL STEEL TO STEEL CONNECTIONS 51L4OLJN OR NOT SHOLUN 6ILALL BE
STANDARD STEEL CONNECTIONS, 5U5MIT SL�OFD 1:)RAI FOR
APPROVAL,
24'- 0
U
on
6
IN
I
01
I
---------------
F-I
ILL
L---- ----- it
1771,
I"
U�
L
I L
LL
I L ---- 7
L-------------- J
I
LEGEND:
INDICATES PREFABRICATED STEEL COLUMNS
INDICATES CONCRETE COLUr-IN5 ( COLUMN SCHEDULE ON 5-5)
0"xVx1e," CONCRETE 1-1,4501 UNITS LUITH NO. S GAUGE
LADDER TYPE JOINT REINFORCEMENT EVERY OTHER
Col (Ill ON CENTER vERTICALLY)ANI-) 1-05 REINF.
BAR GRADE 60 IN GROUT FILLED CELL AT ALL CORNER&
NEXT TO ALL OPENNG5, AND 32`o,c OR UNLESS NOTED O�HERWI6-.
9
I
---------------
L--------------- J
L-------
L— — — — — — — — — — — — —
(E
APPLICABLE CODES
1. FLORIDA 5UILDING CODE 2004 EDITION. a, A.5,TJ-1. STANDARDS AN[) SIFFECIFICATION5. AMERICAN 50CIET'�'
2. A.C,I. 315-02 FOR REINFORCED CONCRETE. FOR TE6TINr% AND MATERIALS.
3. A.C.I. 315-02 DETAILS AND r-)ETAILING OF CONCRETE `3.AMEIRICAN FOREST AND PAPER ASSOCIATION: NATIONAL
REINFORCEMENT OR MANUAL OF STANDARD. PRACTICE FOR DESIGN SPECIFICATION FOR I CONSTRUCTIONS (NDS)-
DETAILING REINFORCED CONCRETE STRUCTURES. I0.APA. THE FENGINIFERED WOOD ASSOCIATION.
4.A�C.I. 530-02 AND A.C—L 530-1-02 FOR REINFORCED MASONRY. 11. NATIONAL PEST CONTROL ASSOCIATION STANDARDS.
5. STEEL CONSTRUCTION A.Ei FOR STRUCTURAL STEEL, 12.A.C.I. 350.2R-04 CONCRETE STRUCTURES FOR CONTAINMENT
NINTH EDITION. OF HAZAI MATERIALS.
Ii ANel/Alli D1.4.
7. A.5.C.E. 1-02 FOR UJIND ANALYSIS AND DESIGN,
5,451C WINE) VELOCITY 150 MPH.
F1
REINFORCING STEEL I = ii FS,I. I's = 24,000 P.S.I.
E5= 2S,000,000 P,S.I.
Ell = 1,500,000 P�51 I Z E5/Em = 19.33
ALL 5LOCK a' A�S�T.M. C- JO HOLLOW UNIT t'IA60NRY
DE81GN F'rn a 1,500
GROUT SHALL COMPLY UJITH A.S.T.M. C41il
25 DAYS MIN. COMP. STRENGTH - 4,000 P.S.I.
CONTRACTOR TO CONSOLIDATE GROUT LIFTS LI 3/4" VIERATOR
1441-101, 421-5"
24'-0" 24[-0" 24'-11"
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SCALE: 1/8"=V-0`1
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NOTE:
THESE FOUNDATION 15 BASED ON LOADS PROVIDED BY ALLIED
STEEL ELDG. 5HOIF DRAWINGS - THE ENG. Or RECORD REV15E
AND APPROVE TWESE SHOP DRALLINGS THEY ARE ACCORDING
TO F.B,C. 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 COR
3901 NW I I 5th AVE
Call FIL 33178
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
ASSHOWN
CONSULTANTS:
Conve & AVS In
10691 North Kendall D�. Suite 3038
Miami, Forida 33176-USA
Adolfo J. Gonzalez,
STATE OF FLORIDA STRUCTURAL ENGINEE
2050 Coral Way. Suits 400 Miami, Florid
Phone: (305) a5M935 Far. (305) 856
APR
7 M,
SEAL/SIGNATURE
This drawing is the property of
DNB Design Group cral 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 art
request.
COPYRICHT 0 2006
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NOTE:
THESE FOUNDATION 16 5ASED ON LOADS PROVIDED By ALLIED
STEEL 5LDG. SHOP C)RAWINr%5 - THE ENG. OF RECORD REVISE
AND APPROVE THESE SHOP DRAILIJ�NGS THEY ARE ACCORDING
TO F.5,r-. 2004 AND ASCE 1-02.
DON@B
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
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 ASSHOWN
CONSULTANTS:
Adolfo J, Gonzalez, RE
STATE OF FLORIDA STRUCTURAL ENGINEER No.!
2050 Corel Way. Suite 400 Miami, Florida 3314t
From: (305) 856-8935 Fw: (305) 866-8936
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 a
n any other project
and is to be returned on
request.
COPYRICi[TV2006
SHEET TITLE
SHEET NUMBER
S1 04a
0EIM
FOUNDATION PLAN (ELEVATIONS
SCALE: 1/8"=V-0"
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SHALL BE A MIN. 4a BAR DIAMETER6—
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NOTE:
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STEEL 5LDG. 5HOf= DRAWING6 - THE ENG. OF RECORD I
AND APPROVE THESE 51401" DRAWINGS THEY ARE ACCORDING
TO RIB.C. 2004 AND ASCE 1-02.
41
Do NeB
Design Group, LLC
AA26001282
5835 Blue Lagoon Dr. Suite 200
Miami, Flo6da 33126
Tel. 786.275.8480
Fax 786.275.8474
www.dnbdesi'gngroup.com
ALLIED NEW
TECHNOLOGIES
PLANT
"MAIN BUILDING"
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORP.
3901 NW 11 5th AVE
Cal 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:
Adolfo J. Gonzalez, P.E.
STATE OF FLORIDA STRUCTURAL ENGINEER No 5862
2050 Coll Way. Sul Mllairl Flonde 33145
Phone: (305) 656-8935 Fax: (305) 85&8936
AP�V 1 7 2108
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 S1 05a
SECTION
SCALE: 1/8"=F-0'
r->ETAIL F/C
DETAI L 3/5 1
L--------------------
SECTION
SCALE: 1/8"=17
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SCALE: F-0"=3/411
5%i,ik. CONCRETE SLAB WITH ll - 1.4xi.4
WELDED WIRE ME&H OVER VAPOR BARRIER
ON CLE4N, WELL Cor-IF4CTED FILL. FREE OF
OFi MATTER. r1.4xIMUr,1 51ZE OF ANY ROC<5
WITHIN 12" BELOW THE FLOOR 5LA5 SHALL
BE 4 MAXIMUM OF 3" IN DIA�IETER, SLAB SHALL
BE Fr- = 4,000 F51.
31' CLEAR SPACING
FROM 507TOM OF
BLAB
TOP OF 6L.45
-11FEL --0)-0-
12" CONC- LUALL REINF.
Lul 05 -a 5" c,c. EA� WAY,
EACH FACE,
VAPOR BARRIER
COMPACTED FILL
12' c.c. STARTER BARS
uu/STD, HOOKA6 SHOWN
OB s 5" c.c. CONT. BARB
S e 12" c.r- STARTER BARS
ujl&T[). HOO<A5 SHOWN
—T
L TOP OF BLAB
/\ n// >/X/
N�'X� vARIE5
It
\\X,\X,\X ��XA
CN
CONT.
5 so 12" c.c� 1211
12'
K EA� WAY BOTTOI-1
1'- 4
SECTION
SCALE: F-I I oll
FLOOR TO
CONT� R=I�
LINE OF
SECOND F
CHEMICAL I
70 (2) 1/2 " C
RE INF. BAR
L
------------ — -------
I l
I
�2
S1 06a
CONCRETE RETAINING
WALL (TYF.)
*5 0 a" Oz. CONT. BARS
�TOF TIED (1) S a 12" c.r- STARTER BARS
ONT.
I # 4 x ro'-O" LONG f)12 C.C;- TOP
Lu/6TD. HOOK AS SHOWN
61'trr�,. CONCRETE SLAB WITH C�'xil IAx1,4
R \/APOR RR
E31A
WELDED WIRE MESH OVER vAPOR BARRIER
ON CLEAN, LUELL COMPACTED FILL. FREE OF
ORGANIC. MATTER. MAX1t`1UM 81ZE OF- ANY ROCKS
WITHIN 12' BELOW THE FLOOR SLAB SHALL
BE A MAXIMUM Or 3" IN DIAtIlE7ER, BLAB SHALL
BE Fr- = 4,000 F51.
31' CLEAR 5PACCING
FROM BOTTOTl OF
SLAB (TYP,)
CONCRETE RFTrININC�
LUALL (TYI
05 e a" C.C- i T. BARS
05 a 12" c�r- 57ARTER 5AR5
L15T[). HOOK A� SHOWN
12" CONC. WALL
Lu/ 05 6 0" or-. E
EACH FACE.
2 05 CONT.
REINF.
A. WAY,
7
N
VAPOR BARRIER —
COMFACTED FILL —
05 -6D 12' o.r
SECTION
SCALE: V-0"=3/4"
5'thl<, CONCRETE BLAB WITH li - 1.4xl.4
LUELDFD WIRE ME&H OvEj;;� VAPOR BARRIER
ON CLEAN, WELL Cot-IFACTED FILL. FREE OF
ORGANIC MATTER. MAXIMUM SIZE OF: AN-T- ROCKS
WITHIN 12" BELOW TI-4E FLOOR 5LA5 &-ALL
BE A MAXIMUrl OF 3" IN DIAMETER. SLAB SHALL
BE Fr- = 4,00(-
3" CLEAR SP�
FROM aOTTCI`
BLAB (TYP.)
TOP 0� 5L
E L. - 0' - 0
05 12'
2) S CONT.
12" CONC. WA
1 05 ID 5" C.c
EACH FACE.
VAPOR 5AS
COMPACTEE
#5 V 1
'
Lu/67D. HOC< AS SHOWN
L-------------- j
SECTION
SCALE: V-0"=3/4'1
N
L--------------- J L ---------
Sl J06a #5 e ii oun- CONT- BAR&
#5 s 12" or-. STARTER BARS
Lu/5TD- HOOK AS 5HOLLN
CONCRETE RETAININC�
vvik, CONCRETE SLAB WITH &`xC:a' 1.4xl.4 LUALL (TTF.)
WELDED WIRE �IESH OVER VAPOR BARRIER
ON CLE4N, LUELL CO�IP4CTED FILL. FREE OF
ORGANIC, MATTER. �IAXIMUM SIZE OF ANY ROCKS
WITHIN 12" BELOW THE FLOOR SLAB SHALL
BE A MAXIMUM OF 3" IN DIAMETER. 5LA5 SHALL
BE F-r- 4,000 PSL
4xI 4
3A ER
-R
F
FF
_EE a
NY CC
TOP OF 5LAE�
EL. -0--0`
IX 7 7-,A! P/\;/�& MOWN,
X�
,�?z
'W
R 7,7777
IN
VAPOR BARRIER PAC-ING
coMPACTED FILL
SECTION 4
SCALE: F-0"=3/4" I oll
al`th�- CONCRETE BLAB WITH l�p"xli - AxIA
WELDED LUIRE MESH OVER VAPOR BARRIER
ON CLEAN, WELL COMPACTED FILL. FREE OF
ORGANIC r-1A77ER. MAXIMUM SIZE OF AN-T- ROCKS
WITHIN 12" BELOW THE FLOOR BLAB SHALL
BE A MAXIMUM OF 3" IN DIAMETER. SLAB 6HALL
BE Fc c 4,000 P51,
3" CL.EAR BPACING
CONT. FROM BOTTOM OF
SLAB (TYF.) --7
v
1>
a
N< Lu/STD. HOOK AS SHOWN
WF- 3ro WALL rTG.
(SEE SCHEDULE 5-01-5)
AFOR
V
COMPACTED FILL
SECTION
n 7
SCALE: 1'-0"=
(3) #5 CONT.
1 # 4 X 5'-0` LONG tD12 O�C.
TOP W/6TD, A.C.1 HOOK TYPE.
#3 TIES 0 0" o.a.
0 (0
I EI)
cop
ILE (2) *S CONT.
(3) OE, CONT.
0 1171
"'
-Olt=3/4"
FR ME
5'tIrk CONCRETE 5LA5 WITH &"xC�" 1.4xl.4
WELDED WIRE MESH OVER VAPOR BARRIER
ON CLEAN, WELL COMPACTED FILL. FREE OF
ORGANIC MATTER. MAXIMUM 51ZE OF ANY ROS
WITHIN 12" BELOW THE FLOOR SLAB SHALL K5
BE A MAximl-1 OF 31' IN DIAMETEIll SLAB SHALL
BE Fc. = 4,000 F&L
ML n,
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 R. 33 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
ASSHOWN
CONSULTANTS:
Conve & AVS Inc.
10891 North Kendall Dill Suite 3011
Miami, Florida, 33176-USA
Adolfo J. Gonzalez, P.E.
1J
STATE Of FLORIDA STRUCTURAL ENGINEER No. 5862(
2060 Coral Way. Suite 400 Miami, Florda 33145
Final (305) a56-8935 Fax: (305) 856-6936
3' CLEAR SPACING
FROM BOTTOM OF THESE PLANS AND ALL PROPOSED WOR
51-45 (T"rF,)-7
ID SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAYBE NECESSARY IN ORDER TO
> �x COMPLY WITH ALL APPLICABLE CODES.
, �/
VAPOR BARRIER
COMPACTED FILL
05 Q 12
NOTE:
THESE FOUNDATION 15 5ASED ON LOADS PROVIDED BY ALLIED
STEEL BLDG. SHOP DRAWINGS - THE ENG. Or RECORD REV15E
AND APPROVE TkEBE SHOP DRAWINGS THEY ARE ACCORDING
TO FBC. 2004 AND ASCE -7-02.
APR'
. 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.
COPYRIGHT02006
SHEET TITLE
SHEET NUMBER
S1 06a
DOUBLE TEE
1 'C�
I cp
-441 ---- j � n'
E
"IAIN
coNNEr-71ON BY t*�ANUFACTURER
PROVIDE SHOP DWG5
AND CALC, FOR AFFROVAL
1/2" EXFAN51ON JOINT
SECOND FOUR
1/2" EXPANSION JOINT
FRECAeT
r-ONC. DOBLIF T
LOW WALL 5E'Y'CND
q-
131-01, / 1(01-011-
ISOLATED FOOTING/ PRESTREED-PRECAST
CONCRETE COLUMN DETAIL
I momm�
SCALE: 3/4"=P-0"
6,11 CONCRETE
5LA5 LJ/ 5LEACH
P,E51STANT
r-CATINr� (5EE 61 02d)
EL-- 0'-0"
—1-7----
SLOPE 5LOFE
LL LL
U- I
-------------------------- -------------------------- ---- 4 1 ------------------------------------------------- 9—
�I 01�
L
531 -01,
+ -
k - -4
LL
LW L T 7 7
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T -1 111 11
T
L It— v--1I
14-+- t1l L L-i
14-4 --11
Al I +
r
L + I I
6
-%-I i -�J-
I I
L - - - -
-------------
BRIDGE
Z FOUNDATION
IMM
E,2'-0` PREC-467
C,ONC. r)OBLE T
3' CONG. 5A5E
BRIDGE
ELEVATION SCAL : 1/8f1=11-011
PRE 5TRESED/ PRF=,�,5T
CONCRETE CCLUMN(�F`3
5'r MANUrACTURER
PROVIDE SHOP DWGS
AND CALC. FOR APPROVAL
&%hk, CONCRETE SLA5 WITH &`x4�,` - IAxIA
WELDED WIRE ME5H OVER VAPOR BARRIER
ON CLEAN, WELL COMPACTED FILL. FREE OF:
ORG,4NIC. MATTER. MAXIMUM 51ZE OF ANY ROO<
WITHIN 12" BELOW THE FLOOR 51-45 SHALL
BE 4 r-1,4XIr-IUM OF 3- IN Dl,�41`IETER. SLAa SHALI
BE Fr- = 3,000 P51. (SEE 1/6-03-2)
PROVIDE VAPOR
BARRIER
CO!"11I FILL
PAID FOOTING
(REFER TO FOOTIr
rOR 51ZE AND RE
3107,9
q
5121-01, PRECAST--/
CONC, D05LE 7
M
SCALE: 1/8"—F-O"
r-
Z
FCOTINn OUTLINE
5ECOND POUR
CONCRETE COLU�IN
I(5EE COLUMN 6CHI)L.)
I
5,41 CUT JOINTI 164LU GUT JOINT
J I
1\ ------- --------
IG SCHEDULE q
NF-,) (r - 3) �D
TYP. COLUMN AND FOOTING PLAN 2
777E: 3/411-11-011 ��L 51 07a
TAN<
FARM
PRECAST BEAM CONCRETE
BEAM EB*r MANUFACTURER
PROVIDE SHOP DWG&
AN[) CAL.C. FCR AII-PROVAL
ERECTOR NOTE:
DO NOT WELD BEAM TO
COLUMN AT EXPANSION
CONDITION 45 SHOWN
E-10 51'r, N ------ L-�
ERECTOR
(TYP)
+
+
r
Ll
CONNECTIONS BY t'IANUF.
PROVIDE SHOP DWGS
AND CAL.C. FOR APPROVAL
FRE 5TI;RE&Er;)/ FRECAST -
CONCRETE COLUI'IN (P3)
BY MANUFACTURER
PROVIDE SHOP DWIGS
AND CAL.C. FOR APPROVAL
CONCRETE COLUMN (F3)
BY �IANUFACTURER
PROVIDE SHOP Dur3s
AND CALIC. FOR APPROVAL
FE 1/2" x 4" x 0'-Co'
F— <
� Z
(L
LU
C� W
F- LU
3,S)
PRECAST BEAM CONCRETE
5Ex-1 BY t,-1ANUFACTURER
PROVIDE SHOP DWIS&
AND CAL.C. FOR APPROVAI
24"
D.T. INV. TEE BEAM W/ 24 STEM & P.C. COL. DETAIL 3
nom� — 51 07 (a
SCALE: N.T.S.
BRIDGE
SECTION SCALE: 1/8"=V-01'
114ESE PLANS AND ALL PROPOSED WORK
To ANY CORRECIION'
INS
AND SUBJECT D pECTORS THAT
VZEgUJ9ED BY FIEL ORDER TO
MAy BE NECESSARYPL1NICABLE CODE.
COMPLY WITH ALL A?
NOTE:
THESE FOUNDATION 15 BASED ON LOADS PROVIDED 5Y ALLIED
STEEL 5LDS. SHOP DRAWINGS - THE ENG. OF RECORD REVSE
AND APPROVE THESE SHOP DRAWINGS THEY ARE ACCORDING
TO F.15.C. 2004 AND A5CE 1-02,
Design Group, LLC
AA26001282
5835 Blue Lagoon Dr. Suite 200
Miami, Florida 33126
Tel. 786.275.8480
Fox 786.275.8474
wwwAnIcidesigngroup-com
ALLIED NEW
TECHNOLOGIES
PLANT
"MAIN BUILDING"
FT. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORP.
3901 NW 11 5th AVE
DORAL R. 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 & AVS Inc.
10691 Norv� Kendall Drive, sure 3030
Miami, Flurda, 33176-USA
Adolfo J. Gonzalez, P.E.
STATE OF FLORIDA STRUCTURAL ENGINEER No. 58620
2050 Coral Way. Suite 400 Miami, Florida 33145
Phme:(305)856-8935 Fax:(305)856-8936
-APR- 17 A08
SEAL/SIGNATURC
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.
COPYRICHT0200L
SHEET TITLE
SHEET NUMBER
S1 07a
'vk,