16-4627C'ONSTRU CTION PLANS FOR
131 COMMERCEROAD
BOYNTON,
F L 0 R `3 3 4- 2 6
D TEN-A6
WALL ADOOR O
NOVEMBER. I 1 9 0 1
JOCCUPANCY TYPE Vb A L IDEAS, DRAWINGS, PLANS & ARRANGEMENTS INDICA-ED OR REPRESENTED DT ;"HESE
FBC ° � � "�° "� ; DP'A`d3N`SS ARE OWNED BY AND THE PROPERTY OF T:�E ARCHITECT OR ENGINEER OF
GROUP i RECORD, THEY `,ERE CREATED FOR AND DE-7',C-LOPED FOR USE ON AND IN CONN3ECTION
S :A1171-1 1-HE- SPECIF;ED PROJECT. -5-4E' IDEAS, DESIGNS DRAWINGS, PLANS AND ARRANGEMENT
O, TE iE. SPECIFIED PROJEC I SHAi_i_ NOT DE. USED BY OR DSCL.OSED TO ANY PERSONS, FIRM
------------------------------------------------------------------------------------------------------------------------------------------------------------------ ------ OR CORPORATION FOR ANY PURPOSE VFr-IATSOEVER WiTI--IOUT TI-;E WRITTEN PERMISSIONS OF
HE ARCHITECT OR ENGINEER OF RECORD
.
ABV
AFF
ACC
ACOU
APC
ADD
ADJ
A/C
ALT
AL, ALUM
ANC
ABANCHOR
I/
ANOD
ARCH
AUTO
AVE
AVG
BM
BLK
BLKG
BD
BOT
BRG
BLDG.
BUR
CAB
CB
CI
CLG
CEM
CER
CT
CIR
CCTV
CLO
COL
CONC
CMU
CONST
CONT
CONTR
CJ
CORR
ABOVE CRS
ABOVE FINISHED FLOOR CFM
ACCESS CU.FT.
ACOUSTICAL CYD
ACOUSTICAL PANEL CEILING
ADDENDUM DEMO
ADJACENT DTL
AIR CONDITIONING DIAG
ALTERNATE DIA,
ALUMINUM DIM
ANCHOR, ANCHORAGE DIV
BOLT DR
ANGLE DBL
ANGLE
ANODIZED DN
ARCHITECT (URAL) DS
AUTOMATIC D
AVENUE DWR
AVERAGE DWG
DF
BEAM DW
BLOCK
BLOCKING
BOARD EA
BOTTOM E
BEARING ELEC
BUILDING EWC
BUILT UP ROOFING EWH
ELEV
CABINET EL
CATCH BASIN EMER
CAST IRON EQ
CEILING EXH
CEMENT EXIST
EXPJT, EJ
CERAMIC EXT
CERAMIC TILE
CIRCLE FIN
CLOSED CIRCUIT TELEVISION FFE
CLOSET FFL
COLUMN FA
CONCRETE FE
CONCRETE MASONRY UNIT FEC
CONSTRUCTION FH
CONTINUOUS OR CONTINUE FL
CONTRACT (OR) FD
CONTROL JOINT FLUR
CORRUGATED FND
COURSE (S)
CUBIC FEET PER MINUTE
CUBIC FOOT
CUBIC YARD
DEMOLISH DEMOLITION
DETAIL
DIAGONAL
DIAMETER
DIMENSION
DIVISION
DOOR
DOUBLE
DOWN
DOWN SPOUT
DRAIN
DRAWER
DRAWING
DRINKING FOUNTAIN
DISHWASHER
EACH
EAST
ELECTRIC (AL)
ELECTRIC WATER COOLER
ELECTRIC WATER HEATER
ELEVATION
ELEVATOR
EMERGENCY
EQUAL
EXHAUST
EXISTING
EXPANSION JOINT
EXTERIOR
FINISH (ED)
FINISH FLOOR ELEVATION
FINISH FLOOR LINEPCF
FIRE ALARM
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FIRE HYDRANTPREFAB
FLOOR (ING)PL
.FLOOR DRAIN
FLUORESCENT
FOUNDATION
FR
FUR
GA
GALV
GC
GB
GWB
HOW
HTG
HVAC
HT
HC
H
HM
HMF
HORZ
HB
HR
IN
INCAN
INCL
INSUL
ID
INT
INV
JT
KIT
-LAB
LAM
LAV
LH
L
LLV
LLH
LT
LVR
u i
MH MANHOLE
MFR MANUFACTURE (ER)
MKBD MARKER BOARD
MAS MASONRY
MO MASONRY OPENING
FRAME (D), (INC)
FURRED (ING) MAX MAXIMUM
MECH MECHANIC (AL)
MED MEDIUM
GAGE, GAUGE
MTL METAL
GALVANIZED
MIN MINIMUM
GENERAL CONTRACTOR
MISC MISCELLANEOUS
GLASS, GLAZING
MULL MULLION
GRAB BAR
GYPSUM WALLBOARD
NRC NOISE REDUCTION COEFFICIENT
NOM NOMINAL
HARDWARE
N NORTH
HEATING NIC NOT IN CONTRACT
HEATING/VENTILATING/AIR COND. NTS NOT TO SCALE
HEIGHT
HOLLOW CORE N0, # NUMBER
HIGH
OC ON CENTER (S)
HOLLOW METAL
OPG OPENING
HOLLOW METAL FRAME
OPP OPPOSITE
HORIZONTAL OA OVERALL
HOSE BIBB
OH OVERHEAD
HOUR
OZ OUNCE
OD OUTSIDE DIAMETER
INCH
INCANDESCENT
PNL PANEL
INCLUDE (D) (ING)
INSULATION PTD PAPER TOWEL DISPENSER
PTR PAPER TOWEL RECEPTOR
INSIDE DIAMETER
PKG PARKING
INTERIOR
INVERT PVMT PAVEMENT
PLAS PLASTIC
PLAM PLASTIC LAMINATE
JOINT
PL PLATE
KITCHEN PWD PLYWOOD
PVC POLYVINYL CHLORIDE
POUNDS PER CUBIC FOOT
LABORATORY
PSF POUNDS PER SQUARE FOOT
LAMINATE (D)
LAVATORY PSI POUNDS PER SQUARE INCH
PT PRESSURE TREATED
LEFT HAND
PREFABRICATE (D)
LENGTH
PROPERTY LINE
LONG LEG VERTICAL _
LONG LEG HORIZONTAL
LIGHT QT QUARRY TILE
LOUVER R RADIUS
RL
RR
REF
RE
REINF
RCP
REQ'D
RA
REV
RH
R/W
RD
RM
RO
SCH
SEC
SHT
SH
SIM
SLD
SC
S
STC
SPEC
SPKR
SQ
SS
STD
STL
ST
STO
STIR
SUSP
SYS
TKBD
TEL
TV
THK
THR
TPD
T/SL
T/ST
T/W
TB
T
TYP
RAIL (ING)
RAILROAD
REFERENCE
REFRIGERATOR
REINFORCE (D), (INC)
REINFORCED CONCRETE PIPE
REQUIRED
RETURN AIR
REVISION (S), REVISED
RIGHT HAND
RIGHT OF WAY
ROOF DRAIN
ROOM
ROUGH OPENING
SCHEDULE
SECTION
SHEET
SHELF, SHELVING
SIMILAR
STUDENT LEARNING DISABILITIES
SOLID CORE
SOUTH
SOUND TRANSMITTANCE COEFFICIENT
SPECIFICATION (S)
SPRINKLER
SQUARE
STAINLESS STEEL
STANDARD
STEEL
STREET
STORAGE
STRUCTURAL
SUSPENDED
SYSTEM
TACKBOARD
TELEPHONE
TELEVISION
THICK (NESS)
THRESHOLD
TOILET PAPER DISPENSER
TOP OF SLAB
TOP OF STEEL
TOP OF WALL
TOWEL BAR
TREAD
TYPICAL
n
UC
UL
UR
UON
VERT
VCT
VOL
WC
WH
WP
WT
WWF
W
W
W/
W/0
WD
YD
-----
UNDERCUT
UNDERWRITER'S LABORATORY
URINAL
UNLESS OTHERWISE NOTED
VERTICAL
VINYL COMPOSITION TILE
VOLUME
WATER CLOSET
WATER HEATER
WATER PROOFING
WEIGHT
WELDED WIRE FABRIC
WEST
WIDTH, WIDE
WITH
WITHOUT
WOOD
YARD
_ --
,� SHEETS T; ;�
`' !/ SHE 1i�1 � S
INDEX
------------------------------------------------------- ----"-------------------------------
-
1 "'"'
7S r. " y� rPLAN
I l 1 II:.� TAX
— s
FLOOR
P O E LAN
3o.fFa€.t�f6Ff'E6f
y
3 t t,,c
iVIUL) r-r-UAf HNIQ
AND IN 10 EXIT:NG TIE BEAM (TyP.)
PHASE ... 0-F CO.N.S.TRU-C-1: I_0_N_-..
- -- -- --- -- ------ -------- -- --- -- -- -
A. SAWCUT A 8" WIDE PORTION OF THE BLOCK WALL EACH SIDES OF THE OPN'G AND PLACE
ALL DOWELS AND FILL CELL S -€-EEL REQUIRED.
8, POUR CELLS
C. PACK ANY VOIDS BETWEEN EXSTNG TIE BEAM AND POURED CELLS WITH HIGH --- STRP'NGHT
NON -SHRINK GROUT.
D. PROCEED TO REMOVE PORTION OF WALL REQUIRED FOR OPENING
NEW OPENING DETAIL A T EXIST. I I MASONRY WALL._
-------------
SCALZF. ',/2'
' G W/ Imll
)R SLAB
'P.)
SAFE LATERAL LOADS FOR
R" PPF( ACT R. Ppr7qTpr7C-,i-7n 11-1 INTPI q
4mn-4mw
SAFE LOAD
PLF
----___TYPE
LENGTH
8U81
8F8
REINF.
cmu
2'-10-(34") PRECAST
1293
1642
2135
3'-6" (42-) PRECAST
1025
1024
1830
4'-0" (48') PRECAST
765
763
1 1365
4'-6" (54') PRECAST
592
591
1057
5'-4" (64-) PRECAST
411
411
734 1
5'-10-(70') PRECAST
340
339
607
6'-6" (78') PRECAST
507
721
483
7'-6" (90-) PRECAST
424
534
357
9'-4" (112-) PRECAST
326
512
227
10'-6"(126") PRECAST
284
401
178
11'-4"(136') PRECAST
260
452
152
12'-0"(144') PRECAST
244
W2
135
13'-4-(160') PRECAST
217
324
109
14'-0-(168') PRECAST
205
293
98
14'-8-(176-) PRESTRESSED
N.R.
284
89
15'-4-(184') PRESTRESSED
N.R.
259
82
17'-4-(208') PRESTRESSED
N.R.
194
63
19'-4-(232') PRESTRESSED
N.R.
148
51
21--4-(2567 PRESTRESSED
N.R.
125
42
22'-0"(264") PRESTRESSED
N.R.
116
39
24'-0"(288") PRESTRESSED
N.R.
1 91
33
2) GRAVITY LOADS:
-LIVE LOAD: 30 PSF
-DEAD LOAD:
� ROOFING MATERIAL 12 PSF
Ml
3 PSF
TOTAL LOAD: 45 PSF
SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS
4Cmn-4~m
SAFE LOAD - POUNDS PER LINEAR FOOT
ROOF
LOAD NOTES
1) WIND
LOADS:
F.B.C.
2010
ASCE
7-10
BASIC
WIND SPEED = 175 mph
EXPOSURE = C
MEAN
ROOF HEIGHT = 15-0"
BASIC
WIND PRESSURE = 45.2 PSF
Kz =
0.90 Kd = 1.0
a =3
ft
ROOF
WIND UPLIFT PRESSURES
ZONE
(D = -44.3 PSF
ZONE
Q&g= -62.3 PSF
2) GRAVITY LOADS:
-LIVE LOAD: 30 PSF
-DEAD LOAD:
� ROOFING MATERIAL 12 PSF
Ml
3 PSF
TOTAL LOAD: 45 PSF
SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS
4Cmn-4~m
SAFE LOAD - POUNDS PER LINEAR FOOT
DATE
TYPE
LENGTH
8F8 -IT 8F12 -1T
8F16 -1T
8F20 -1T
8F24 -1T
8F28 -IT
BF32-IT
6F8 -2r 8F12 -2T 8F16 -2T 8F20 -2F 8F24 -7T 8F28 -7r 8F32 -2r
2�-10-(34� PRECAST
1972
3173
4460
5747
7034
8321
9608
1972 3173 4460 5747 7034 8321
9608
3'-6- (42") PRECAST
1569
2524
3547
4569
5521
6613
7636
1569 2524 3547 4569 5591 6613
7636
4'-0- (48-) PRECAST
1363
2192
3079
3966
4853
5740
6627
1363 1 2192 3079 1 3966 4853 1 5740
i6-27--
4'-6- (54') PRECAST
1207
1940
2724
3508
4292
5077
5861
1207 1940 2724 3508 4292 5077
5861
5'-4- (64-) PRECAST
1016
1632
2290
2949
3607
4265
4924
1016 1632 2290 2949 3607 4265
4924
5'-10- (70� PRECAST
909
1492
2093
2694
3295
3897
4498
929 1492 2093 2694 3295 3897
4498
6'-6- (78") PRECAST
835 121340
1880
2419
2959
3498
4038
8&m)5 1340 1880 2419 2959 .349B
_4038
7'-6- (90') PRECAST
727(23)
1021
1634(12) 2102(11)
2571(10)
3039(10)
3508 (9)
72_7 1166 1634 2102 2571 3039
1
3508
T-4- (112') PRECAST
591
680
113X15)
1471(15)
1811(15)
2152(1
2494(13)
591 851 1326 1705 2084 2463 1 2842
'
1C-6"(126-) PRECAST
530
552
914(15)
1185(15)
1458(15)
1732(15N
2007(15)
530 686 1183 1526 1865 2204 2544
1 V-4- (135') PRECAST
474
485
798(15) 1034(15)
1272(15)
1510(15)
1749(15)
494 599 1028 1422 1738 2053 2369
12'-0- (144-) PRECAST
470 (9)
441
723(14)
936(14)
1151(15)
1366(15)
1582(15)
470 543 928 1349 1649 1948 2247
IS -4- (160") PRECAST
418(15
373
606(14)
783(14)
962(14)
1141(14)
1321(14)
428 455 770 1145 1444 1718
1993
14'-0' (168") PRECAST
384(15)
W
559(14)
723(14)
887(14 1052(14 1218(14)
410 420 709 1050 1434 (8IL 9L8 1954
_
14'-8"(176") PRESTRESSED
21
323
519(13)
671(13)
823(13
976(14
1129(14)
246 390 1 655 968 1324 (8 1625(11
1874(11)
15'-4- (184") PRESTRESSED
224
302
485(13)
526(13)
767 (13
909(13
105 13)
230 364 609 897 1224 (81. 1562(14
1801(14)
17'-4- (208") PRESTRESSED
187
255
04 (1
520(12
754 12
872(12)
_E12
192 303 500 732 993 (8 1268(14A 1470(14)
19'-4"(232") PRESTRESSED
162
222
347(11)
446(11)
546(12
646 (12A
746(12)
166 261 424 616 831 (8 1057(14
1225(14)
21'-4"(256") PRESTRESSED
"
196
306(11)
393(11)
480(11
654(11)
_567(11
142 230 369 531 713 (7 903(13 1046(l 3)
22'-0' (264") PRESTRESSED
137
137
192
192
295(10)
378(11)
461 (10
545(11
629(11)
137 221 354 508 691 (7 861(13
997(13)
24'-0' (288") PRESTRESSED
267(10)
341(10)
416 (10
491(10
566(10)
24 200 316 4.50 600
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS
FOR GR40 FIFLD ADDFD RFBAR
- AL" 0) 1 F T, 111 c )) m_
-1 �s-rcx fvsr ia) Ttij In L.,n-j I-wf 4a
IF, la, C11 � 0) -146
L
c;c>1vV_S'_
co
z
<
z
Lj
F_
Lu
z
x
m
LJ1
PROPOSED STORAGE AREA
rz
4
:7
W
DESIGN #UL 465
HORIZONTAL WALL SECTION
SCALE: 1"=V-0"
FIRE RATED WALL (1 -HR)
NOTE:
1. FLOOR AND CEILING RUNNERS:- CHANNEL SHAPED RUNNERS, 3-5/8" DEEP MIN., 1-1/4" LEGS, FORMED FROM
NO. 20 MSG GALV. STEEL, ATTACHED TO FLOOR AND CEILING WITH FASTENERS
SPACED 24" O.C. MAX.
2. STEEL STUDS CHANNEL SHAPED RUNNERS, 3-5/8- DEEP MIN. FORMED FROM MIN. NO. 25 MSG
GALV. STEEL SPACED 24" O.C. MAX, STUDS TO BE CUT 3/4" IN LESS THAN ASSEMBLY
HEIGHT.
3. BATTS AND BLANKETS (OPTIONAL):- MINERAL WOOL OR LASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY.
4. GYPSUM BOARD :-1/2 IN THICK, 4FT WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH
1 IN. LONG, TYPE S STEEL SCREWS SPACED 8 IN. OC. ALONG EDGES OF BOARD AND 12
IN. OC IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON
OPPOSITE SIDES OF THE ASSEMBLY. WHEN ATTACHED TO ITEMS 6 (RESILIENT CHANNELS)
OR 6A OR 6C (FURRING CHANNELS), GYPSUM BOARD IS SCREW ATTACHED TO FURRING
CHANNELS WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 12 IN . OC.
ACADIA DRYWALL SUPPLIES LTD:- TYPE X
AMERICAN GYPSUM CO :- TYPES AG -C, AGX-1, M -GLASS
5. JOINT TAPE AND COMPOUND :- VINYL. DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTAND SCREW
HEAD; PAPER TAPE, 2" WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS.
AS AN ALTERNATE, NOMINAL 3/32 IN. THICK GYPSUM VENEER PLASTER MAY BE APPLIED TO.
THE ENTIRE SURFACES OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED. PAPER TAPE
AND JOINT COMPOUND MAY BE OMITTED WHEN GYPSUM BOARDS ARE SUPPLIED WITH SQUARE
EDGES.
S PEOF ORK
---------------- --------------------------------------
_1 INSTALL NEW 1HR FIRE RATED WALL FOR NEW
TENANT SPACE!.,
2; MAKE NEW 6'-0' WIDE DOOR OPENING,
F G:__ ND
IMMIMM
EXISTING P�� RIMETER 8' CMU WALL
2 HR F -IRE RATED
F77=Z�= EXISTING 4' . PART
-1 TION WALL
f-EXIISTING ST EDEL COLUMN
zILd
,)±8' / 14' TOP OF LINTEL
-4" t
Pre—
ZONE 4
P- = -35.3
PT = +32A
----------------------------------------------------------- --------------------- 7 ---- 777-7--777 ------------------ --------------- 77-77 ---- 777 --- 7777-77 -------------
:.PROPOSED FLOOR ::PLAN
V: b"
PROPOSED 4* PARTI-I'll"N WN
1HR F.12E RATED -446— I
106'-3 3/4'
PROPOSED STORAGE AREA
- - ------- --- ------- ----
'EXISTING STRUCTURAL
ROOF SLAB,—\
CEILING
REINFORCING
EXIST -INC, 24X48' CEILING TILE
RACK
CLEILING TRACK
REVISION
NO.
DATE
DESCRIPTION
n/
LLJ
GENERAL CONTRACTOR NOTES
THESE DRAWINGS AND SPECIFICATIONS
ARE PART OF THE CONTRACT DOCUMENT, PLEASE
VERIFY ALL THE DETAILS WRITTEN ON EACH SHEET.
FAILURE BY THE GENERAL CONTRACTOR
TO FOLLOW THE DRAWING PLANS AND
ITS SPECIFICATIONS SHALL NOT BE CAUSE FOR
ADDITIONAL WORK BY THE ENGINEER.
COORDINATION OF THE WORK, AND
OF THE SUBCONTRACTORS IS THE RESPONSIBILITY
OF THE GENERAL CONTRACTOR.
�—CIDINTINUDIUS 25 GAUGE METAL.
TOP TRACK W/ 3/4 FRAMING
SCREWS
Zi--------------------------------------------------------------------
Call 48 hones
IL
bd— y- dig
0 0 ------------- 25 GAUGE CHANNEL SIHAPED STUDS 24'
0 Ire the Law!
0 O,C. WITH (1) FULL LENGTH ;LAYER OF
_j
U_ E 5/8' GYPSUM WALLBOARD INSTALLED Sunshine State One Call Of riga, Inc. 1!
Uj `VERTICAL -FIR H-11-31RIZON TAL ------------------------------------------------------------------------
w
CO
N ID" I - E
SECTION SHOWN WITH WALLS
PERPENDICULAR TO TRUSSES.
PARELL.EEL WALLS SECTION SIMILAR,
AL BOTT,ET
0 /.---.25 GAUGE CONTINUOUS METAL
TRACK ATTACHED W1 HILTI 'DN' PIN
(145 x 1 1/2' L, @ 24" 01C,)
(---CONCRETE FLOOR SLAB
4
:&
----------- ---------............. ---------------- ------------------- - ----- M
�4 ------------------------------------------ ------
I ITYPm INTERIOR WALL DETAIL
1 H FIRE RATED
t A-
DATE 10/08/2016
SCALE: AS SHOWN
DRAWN BY: RCL
PROJECT NO.
CKECKED BY: J.F.B.
SHEET #: A-2
ENGINEER OF RECORD
JAMES F. BIAGI
FL. LIC. : 37467
1915 NE 45th STREET
FT. LAUDERDALE, FL.
954-295-2202
n/
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U
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Cd
U
Li
lzt
.
n/
Pq
m
CL/_
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L -L
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ry
n
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DATE 10/08/2016
SCALE: AS SHOWN
DRAWN BY: RCL
PROJECT NO.
CKECKED BY: J.F.B.
SHEET #: A-2
ENGINEER OF RECORD
JAMES F. BIAGI
FL. LIC. : 37467
1915 NE 45th STREET
FT. LAUDERDALE, FL.
954-295-2202