HomeMy WebLinkAbout1301 E 26TH PL (A) 02-647 PlansEXHAUST
F Y±e FINC,
E'''ANSION ,M1
F. Y, IFRIOR
FIRE RGIASS REINFORCED PANFI
F B•NSH
FIR( EXITNGUISHER
FIUORFSCENT
FI ()OR DRAIN
F LOORR
FOOT, FEET
FOOTING
F it I D of RIFY
PROJECT REQUIREMENTS AND COMPLIANCE
1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO
THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY
HAVING JURISDICTION.
2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE
WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE:
(A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES
(B) LOCAL, STATE AND FEDERAL BODIES
(C) STANDARD BUILDING CODES
(D) STANDARD PLUMBING CODES
(E) NATIONAL ELECTRICAL CODE
3. THE GENERAL.. CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE SOILS RFrORT.
OBTAIN FROM THE OWNER THE CURRENT COPY OF THE SOILS INVESTIGATION REPORT.
4. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES BY THE GENERAL CONTRACTOR
AND ALL APFAS SHALL BE LEFT IN A CLEAN CONDITION AT ALL TIMES DURING CONSTRUCTION.
5. IT IS UNDERSTOOD THAT ALL INTENDED WORK IS SUBJECT TO REVIEW AND
INTERPRETATION BY THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. IN NO
CASE SHALL WORK BE PERFORMED WITHOUT THE REVIEW AND WRITTEN APPROVAL
OF SAID AUTHORITY.
6. ALL TRADES SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO THE ISSUE OF TRADE -
SPECIFIC PERMITS, INSPECTIONS AND CERTIFICATES NECESSARY FOR THE EXECUTION AND
COMPLETION OF THE WORK, AND THE OCCUPANCY OF THE WORK.
7, EXISTING CONDITIONS:THE CONTRACTOR SHALL. VERIF`( EXISTING CONDITIONS AND
FIELD—COORDINATE THE CORRECTIVE ACTION AS REQUIRED. THE GENERAL CONTRACTOR
SHALL NOTIFY THE ARCHITECT/DESIGNER OF ALL CONFLICTS AND DISCREPANCIES THAT
AFFF!'T THF WC1Rk F'RIOR TO pRnr'FFPINC, WITH cAID WOIRK
8. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS WILL GOVERN. LARGE-SCALE DRAWINGS
SHALL GOVERN OVER SMALLER --SCALED DRAWINGS. CONTACT ARCHITECT/DESIGNER TO
CONFIRM All DI CRFPANCIES.
g, THE ARCHIIFCI/DESIGNER SHALL NOT BE HFLD RESPONSIBLE FOR WORK PERFORMED
NOT IN ACCORDANCE WITH THESE DOCUMENTS NOR FOR MISINTERPRETATION OF THE DRAWINGS,
NOR FOR UNSATISFACTORY WORK BY CONTRACTOR.
10. CONFIRM All HORIZONTAL DIMENSIONS WITH PLANS AND IN FIELD PRIOR TO FABRICATION AND/
OR CONSTRUCTION.
AREA TAR(1LATIONS
MAINTFNFNCF PI III F�IrJr
OFFICES
TOTAL
7, 200 SQ. FT.
0 SO. FT.
7,200 SQ. FT,
INDE
CVR COVER SHEET, GENERAL NOTES
A1.0 FLOOR PLAN
A1.2 FOUNDATION PLAN
A1.3 FOUNDATION DETAILS /SECTIONS
A1.4 EXTERIOR ELEVATIONS
N 0 TE
VERT.
VERTICAL
VEST.
VESTIBULE
MAX.
MAXIMUM
W.C.
WATER CLOSET
W.H.
WATER HEATER
W.P.
WORK POINT
WP.
WATERPROOF
(:ALV.
GALVANIZED
IN 1.
INTERIOR
MECH.
MECHANICAI
NO.
NUMRFR
PiV
PLUMBING
S.F
SQUARF FEET, FOc)Ir.('F
TO
TELEPHONE
rA
r4I.IGE (
MTL.
METAL
PL1M).
PLYWOOD
SCHED.
SCHFOIiLF
1FMP.
TEMPERED
G.0
G. Cl
�FNFRAI r!#IIPArIr1R
T
I%KN1
Mf 7
I'IF77�NINF
nr
ON CENTER
PRrIP
PPoPFRIY
SL T.
SEALANT
IHRFS.
THRES►+01.0
GR.GYP.
rEtify
MIN
IIINI�61fM
UII
OVERHEAD
SEC.
SFC TION
1 P D
TOILE] PAPER OSPFNSFR
GYPSUM
M 0
KNOrK OUT
MISC
MISCELLANEOUS
OPG
OPENING
0.1
QUARRY TII F
SIM.
SIMILAR
T AcG.
TONR'E AND GROOVE
MLDG.
MOULDING
OPE'
OPPOSITE"
SL
SLOPE
1 Arg.
TOP AND 801100
HOW.
HARDWARE
[AIWIL
I.AMINATED
M.R.
MOISTURE RFSISTANT
I, 1\
(k1rou !)IAMFITR
F'
RADIUS
SPEC.
SPECIFICATION
TO.F.
TOP OF FOOTING
LAV.
LAVAIORY
M1r
MOI RIIINC
RE.F.
REFERENCE
SQ.
SQUARE
i 0 MflC
TOP OF 11AS(NJRY
F+GT.
N.M.
HEIGHT
HOLLOW METAL
LB.
POUND
MULL
M LL.
MUI � ION
F (
PRESSURE TREATED
REINF.
REINFORCED, REINFORCING
S.S.
STAINLESS STEFI
LOS.
TOP OF STEFI
N.P.
HIGH POINT
L.H.
L.P.
LEFT HAND
LOW POINT
PTD.
PAINTED
RF!)P
REQUIRED
STD.
STANDARD
T.
TREAD
HORIZ.
HORILONTAI
NOM
NOMINAL
PNL.
PANEL OR PANFUNG
Fr .
REVERSE
SIL.
STEEL
TYP.
TYPICAL
MFF;.
MANIJIIFACIURfR
N
NORTH
PART
PARTITION
R.Ii
RIGHT HAND
STRUCT.
STRUCTURAL
INCAN.
INC ANVE c41i
MAS.
MASONRY
I N.LC.
NOT IN CONTRACT
PH
rHvnnAIIY HANDWAPnF{)
R!1
ROOM
SUSP.
SUSPENDFD
IINFIN.
UNFINISHED
I.D
IIIA°[ F�'i1FIFR
' n
MASONRY OPENING
N.T.S.
NOT'TO SCALL
t � ♦
F'I .�:1FR
h
� 'I/N (lt'F�dIN('
SW
SWIT�'►�
nN
IlNlf� n�11FRWI�F N�'Trn
INSUL.
fV' ,AFKIN
j I:":!.
FAIFPIAI
vaIE.
R_I11
RUt>< Irk (Nil
SYS.
SrSTFM
VERT.
VERTICAL
VEST.
VESTIBULE
V.C.T.
VINYL COMPOSITION TILE
W.C.
WATER CLOSET
W.H.
WATER HEATER
W.P.
WORK POINT
WP.
WATERPROOF
W.R
WATER RESISTANT
W W.M.
WELDED WIRE MESH
W/
WITH
W/0
WITHOUT
WO.
WOOD
(L vvavm
V -I Ld ..
0
ElZ M1T1
F73 c 5 '`v'
w E
J
00 1 �J
'rte^
.. IBJ
w IIm
Z
0
r-11 0
ww �
w
0
ARCHITECTURAL RE Tl! C5
NORPI OFFICE:
218 PERTH COURT * SUITE B
WINTER SPRINGS, FLORIDA
.32708-2482
PI is 407-325-7992
FAX: 407-327-5132
SOUTH OFFICE:
2816 PICKFAIR STREET
ORLANDO, FLORIDA
32803-6827
PH: 407-897-5461
FAX: 407-897-5461
GENERAL. CONTRACTORS
790 MONROE ROAD
P.O. BOX 471366
SANFORD, FL - 32771
PH 407 199 11150
FX 407 323 9304
!)A IE: 7 JANU.,"R7 2002
DPAWN BY: CDR
PROJFCT NO: 200202
REVISIONS -
GENERAL NOT()
i
I
I
TOP OF SLAB ELEVATION --J
IS @100'-3" SLOPE SLAB 3"
TO THE FRONT OF THE BUILDING
I
TOP OF SLAB ELEVATION
IS ASSUMED @100'-0
(SEE CIVIL DRAWINGS)
I
5" THICK CONCRETE APRON
PLACED TO MATCH THE
EXISTING PAVEMENT AND
SLOPED TO THE BUILDING
SLAB
FLOOR PLAN - DIMENSIONED
SCALE: 3/32" = 1'-0"
NORTH
ROOF PANELS SUPPLIED BY U.S.A.
METAL BUILDING COMPANY. PANELS
ARE PROVIDED AS 26 -GAGE "R" PANELS
WITH A"GALVALUME" FINISH
O
0
cn
ROOF PLAN
7\7\— 7 SCALE: 3/32." = 1'-0"
NORTH
0
GUTTERS, DOWNSPOUTS AND
TRIM TO BE PROVIDED BY U.S.A.
SEE METAL. BUILDING DRAWINGS
FOR SPECIFIC LOCATION AND
DETAILS
I
I
REVIEWED
B f -r
Sanfor
Date: _
irel Pievention Dir.
TCEIVEDy;D'
1 EB 0 8 2002
CIC 7 0RF1I 0 41
ARCIIITECTURAl- RESOURUS
2816 PICKF'AIR STREET
ORL,ANDO, FL
32803-6827
Phi 407 897 5461
CL 407 326 7992
FX 407 897 5461
email: arrhsolve@aol.COm
in Am
GENERAL CONTRACTORS
790 MONROF. ROAD, SR 15
SANFORD, F1,, 32771
PH 407 32311.50
FX 407 323 9304
mckeec�nstr�arti�nro.cnm
w
cn
w
Q
z
CD
cn
0
c
0
L__�
�-
LL -
0
co
Llj
�
0
n�
L�
�
o
z
<
VJ
SHEET INFORMATION
DATE: 07 JANUARY
20
DRAWN BY:
CDR
PROJECT NO:
20020
LAST PLOT DATE: 07 JANUARY 20
REVISIONS
I
I
1.1
2
3
F -2F — — F-1 — — — F-1
1( i CONCRETE LAB IS TO
BE PROVIDED WITH A
UI U MEDIUM BR OM FINISH.
o U CJ
4
11
7
(— F-1 I_ F-1 (� _j F-1 F-1
FOR FINAL EN INEERING AND
STRUCTURAL STE L DIMENSIONING
v U SEE PRE-ENGI EERED METAL
BUILDING I RAWINGS. U CJ U
Y
-1-1 `44 o
-CC
L_ o _j F-1 TDE F-2 I_
of
I
U IU
M - CONCRETE B 5" THICK ci
U REINFOCERD WITH FIBERMESH I
AND PLACED OVER TERMITE
TREATED, COf 1PACTED SOIL
I) WITH 6 -MIL VISQUE.EN
F—
F 1 — 7 F-1 VAPOR +E-1 ARRIER. — — F-1 �� F-1 (� F-1 F-1 F-2
F-2 F-1TDE-1o - — — — _._.. - - - .
TDE-2
TDE-2 ---_
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — TDE-2 — — — — — — — — — — — — — — — — — —
Fn TION ''LAN
NORTH
43
9
M111"•SOLUiIONS INC
ARCHITECTURAL RESOURCES
2816 PICKFAIR STREET
ORLANDO, FL
32863-6827
PH 407 897 5461
CL 407 325 7992
FSC 407 897 5461
email: archsolve a@aol.com
mck eeconst rust Ionca.cnm
(� REVISIONS I
O
<C
�
00
�o
LL
-o
0
Co
o
0
0
0y
=O
0
-I
Lo
oz
0
(o
SHEET INFORMATION
DATE:
07 JANUARY 20
DRAWN BY:
CDR
PROJECT NO:
20020
LAST PLOT
DATE:
07 JANUARY 20
(� REVISIONS I
Q
CI
S1
W,
"R
n• AAIn Af1R "f111 nAAIrI III / "/SAI \/AI III Irl$ rIA II[`H
SJ
COLUMN PAD BEY0;11I
SEE FOUNDA11011 Pt AN AND DETAILS
'MALL SECTION
6" CONC. SLAB W/ FIBERMESH
ON 6 MIL VAPOR BARRIER ON
CLEAN, WELL -COMPACTED, TERMITE-
TREAJFI_.) FILL
GRADE
o -I I I
I z
3 - #5'S CONT.
PROVIDE CORNER BARS 2'-4"
IN BOTH DIRECTIONS, TYPICAL
TYP. EXTERIOR FOOTING
SCALE: 3/4" = 1'-0"
6" CONC. SLAB W/ FIBERMESH
ON 6 MIL VAPOR BARRIER ON
CLEAN, WELL -COMPACTED, TERMITE-
TREATFD FILL
FIN. FLR. SLOPE DOWN
0 -0
EXISTING
ASPHALT PAVING P
51
1 #5 CONT.
TURNED EDGE @ APRON
SCALE: 3/4" = V-0"
25" LAP MIN.
CONTIIJUITY OF REINFORCEMENT
SCALE: ?" = 1'-0"
DESIGN CRITERIA:
D1 ALL WORK SHALL CONFORM TO AT LEAST THE MINIMUM
STANDARDS OF THE STANDARD BUILDING CODE LATEST EDITION.
GENERAL
-
G1 THE GENERAL CONTRACTOR SHALL REVIEW AND DETERMINE THAT
DIMENSIONS ARE COORDINATED BETWEEN ARCHITECTURAL AND
STRUCTURAL DRAWANGS PRIOR TO FABRICATION OR START OF
CONSTRUCTION.
G2 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE
REDUCED IN STRENGTH.
G3 THE GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL,
MECHANICAL AND ELECTRICAL DRAwINGS FOR ANCHORED, EMBEDDED
OR SUPPORTED ITEMS WHICH AFFECT THE STRUCTURAL DRAWINGS.
G4 ALL SECTIONS AND DETAILS SHALL BE CONSTRUED TO BE TYPICAL
UNLESS OTHERWISE NOTED OR DETAILED.
FOUNDATIONS:
F1 CONTRACTOR SHALL DETERMINE IF ANY UNSUITABLE CONDITIONS
ARE DISCOVERED DURING EXCAVATION WHICH WOULD PREVENT
ATTAINMENT OF THE DESIGN SOIL PRESSURE REQUIRED BY THE
SOILS REPORT.
CONCRETE do REINFORCING:
C1 CONCRETE WORK SHALL CONFORM TO ACI CODE REQUUIREMENTS
FOR REINFORCED CONCRETE (ACI 318-89)
C2 ALL CONCRETE SHALL HAVE A MIN. 28 DAY STRENGTH AS FOLLOWS:
FOUNDATIONS, FILLED CELLS, TIE
BEAMS, SLABS ON GRADE 3,000 PSI
C3 REBARS SHALL CONFORM TO ASTM -615 GRADE 60. WELDED WIRE
FABRIC SHALL CONFORM TO ASTM A-185.
C4 SPLICES AND ANCHORAGE OF REINFORCING SHALL BE AS FOLLOWS
UNLESS OTHERWISE NOTED:
WELDED WRE FABRIC 6"
ALL OTHER 36 DIA (12" MIN)
C5 REINFORCING IN WALLS, FOOTINGS AND BEAMS SHALL BE
CONTINUOUS AND LAPPED 36 BAR DIA AT SPLICE UNLESS
OTHERWISE NOTED. HOOK AND LAP ALL CORNER AND
INTERSECTING BArS.
C6 MINIMUM COVER FOR REINFORCING SHALL BE AS DETAILED.
MASONRY:
M1 MAR17NRY CONSTRUCTION SHALL CONFORM TO ACI STANDARDS\
BUHDiNG CODE REQUIREMENTS FOR CONCRETE MASONRY (ACI
510_88/ASCE 5-88) AND SPECIFICATIONS FOR MASONRY STRUCTURES
(Ari :':10,1-88/ASCE 6-88).
M2 CONCRETE BLOCKS SHALL CONFORM TO ASTM C-90.
M3 MORTAR SHALL COMPLY WITH ASTM C270, TYPE M OR S.
M4 SEE FOUNDATION PLAN FOR ALL VERTICAL REINFORCING. TYPICAL
REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL
WALL OPENINGS.
M5 PROVIDE FILLED PRECAST U—LINTELS W/1#5 CONT. AT ALL OPENINGS
WHERE CONCRETE BEAMS ARE NOT SHOWN OR NOTED
M6 EXTEND ALL VERTICAL WALL REINFORCING TO 2" OF TOP OF WALL
OR BEAM UNLESS OTHERWISE NOTED.
COLUMN PAD SCHEDULE
MARK
WIDTH
LENGTH
DEPTH
REMARKS
F1
51-01,
5'-0"
2'- 0"
#5'S ® 8" OC BOTH WAYS
F2
4'-0"
4'-0"
2'--0"
#5'S @ 8" OC BOTH WAYS
F3
2'-O"
2'-0"
2'-()"
NONE REQUIRED AT NON -LOAD BEARING COLUMNS
TDE-1
24`I
CONT
l"�NIIRTRUCTIION CO.
GENERAL, CONTRACTORS
TDF --2
8"
CONT
12"
0 6 ys
Su.►J
1. 20' LONG #5 REBAR HAIR PIN TYPICAL AT F-1 AND F-2 COLUMN LOCATIONS
2. THIS DESIGN WILL MEET THE 100 MPH WIND LOAD AS PER SECTION 1606
OF THE 1997 SBC.
3. REFER TO "USA" ANCHOR BOLT LAYOUT FOR EXACT LOCATION OF COLUMNS
ARCH _1fouION NC
ARCHITECTURAL RESOURCES
2816 PICKFAIR STREET
ORLANDO, FL
32803-6827
+1
PFS 407 897 5461
CLL 407 325 7992
FX 407 897 5461
email: archsolve@acl.com
tqM AM Alk
MoKew
l"�NIIRTRUCTIION CO.
GENERAL, CONTRACTORS
790 MONROE ROAD, SR 15
SANFORD, FL 32771
PH 407 323 1 150
FX 407 323 9304
mckeeconstructionco.com
Q
w
w
I—
w
LY_
h
Q
z
C.�
C�
�4
Lij
0
I
0
LLJ
moomw
<
uj e r%
:z
ULT
M
LL_
0
L!
r1
LL
0
I�
L1-
ul
O
C�_
1
0
01
CL
L
0
z
Q
z
__j
<
0
IQL._
(f)
0
DRAWN BY:
SKEET INFORMATION
PROJECT NO:
DATE: 07 JANUARY 2002
-DATE:
BY:
CDR
PROJECT NO:
200201
LAST PLOT DATE: 07 JANUARY 2002
REVISIONS
FOUNDATION NO'rES
FOUNDATION DETAILS
r ;
ARCEI��O�UT IONS I P��
ARCHITECTURAL RESOURCES
2816 PICKFAIR STREET
ORLANDO, FL
32803-6827
PH 407 897 5461
CIL 407 325 7992
FX 407 897 5461
email: archsolve@aol.com
COMSTRUc"IrI®HCO.
GENERAL CONTRACTORS
790 NIONROE ROAD, SR 15
SANFORD, FL 32771
PH 407 3231150
FX 407 323 9304
mckeeconstructionco.com
w
w
I—
z
c.D
�4
Lij
0
I
LLJ
moomw
<
uj e r%
:z
ULT
M
LL_
0
r1
LL
ul
O
C�_
a
O
L
z
V1
0
SHEET INFORMATION
DATE: 07 JANUARY 2002
DRAWN BY:
CDR
PROJECT NO:
20020.
LAST PLOT DATE: 07 JANUARY 2002
REVISIONS