09-97-010PROP. 4" CONC. SLAB ON GRADE
REINF. W/6x6-W1.4xW1.4 W.W.M.
OVER 6 MIL VAPOR BARRIER ON
CLEAN COMPACTED, TERMITE
TREATED FILL. -i
NFC11
I
I
FC41
FC11
i
Y" THK.
STEEL PLATE
4X12 GLULAM
BEAM
4—
%-
0
-0 THRU BOLT '�`- a• a•
A307-GALV (TYP.)
SIDE VIEW
2
A-1
1
A-1
BOTTOM OF EXISTING
8x8" CONC. CAP
FOOTING SCHEDULE
W/ 2#5 CONT.
x
w
p>
wt~
Ex-+
C7
w
H
w
Q
REINFORCEMENT
REMARKS
BOTTOM
TOP
A
B
C
A
B
C
WF16
A
24
CONT
16"
(3) #5
_
(1) #5 @ 24-O.C.
_
_
FOR SIZE AND REINF.)
_
STEM WALL FOOTING
IMPACT
-
- - -
1
O
I
4'-0" T-2" A.F.F. WALL 1#�7,
S PARTITION
EL C. PANEL A4AR
o
o
(�
ce)
C EAR FLOOR CLADIN TILE i i to
—A—A
—C
TYPE—AA
/—A
—C
TYPE -B TYPE -C
Nt
COLUMN SCHEDULE
tD
TYPE
4'-3" 14'-5"
SIZE AND REINFORCEMENT
REMARKS
FC -1
1# 5 VERT. IN CONC. FILLED BLOCK CELL
FC' S @ 4'-0" O.C. MAX.
C-1
8"x 12" CONC. COLUMN W/4 # 5 VERT.+ # 3 TIES @ 8" O.C.
C-2
8"x 16" CONC. COLUMN W/6 # 5 VERT.+ # 3 TIES @ 8" O.C.
4X12 LAMINATED
—�
--------------- — — — —I I
\
WOOD BEAM @10'-0"
A.F.F.
PROP. 4" CONC. SLAB ON GRADE
REINF. W/6x6-W1.4xW1.4 W.W.M.
OVER 6 MIL VAPOR BARRIER ON
CLEAN COMPACTED, TERMITE
TREATED FILL. -i
NFC11
I
I
FC41
FC11
i
Y" THK.
STEEL PLATE
4X12 GLULAM
BEAM
4—
%-
0
-0 THRU BOLT '�`- a• a•
A307-GALV (TYP.)
SIDE VIEW
2
A-1
1
A-1
BOTTOM OF EXISTING
4
CONC. FOOTING (SEE
/\SCHEDULE FOR SIZE
\AND REINFORCEMENT)
'RIV16CY WALL DETAIL
SCALE: 1/1'* V-0"
TRUSSES +9'-7Y2"
3y/8" THK
STEEL PLATE
O
Y8'0 A307 STUDS
4" LONG W/ 1"0 HEADS (4 to
PLACES)
O
N iV
Ya' THK.
BOTT. LANE
BACK PLATE
GLULAM BEAM HANGER DT
DRIVE THRU DISPLAY
AND ORDER PANEL
BY OTHERS
O
.n
SCALE: 1/2"= V-0"
N
PARTIAL FOUNDATION PLAN
SCALE: 1/4$o = 1'-0"
CONSTRUCTION REQUIREMENTS
ROOF HEIGHT AVERAGE: 15'-0" A.F.F.
OCCUPANCY: M (FAST FOOD RESTAURANT)
TOTAL AREA: 1,812 SF.
TYPE III B, UNSPRINKLED REQUIREMENTS:
COLUMNS: 0
EXT. BRIG. WALLS: 2
INT. NON-BRG. WALLS: 0
CEILINGS: 0
ROOF: 0
FLOORS (ON GRADE): 0
FINISHES:
EXITS CLASS A OR B
ACCESS TO EXITS CLASS A OR B
OTHER SPACES CLASS A, B OR C
PER NFPA 101
ALTERATION-LEVEL2
OCCUPANCY LOAD CALCULATIONS
(PER TABLE 7.3.1.2 NFPA 101)
ASSEMBLY:
DINING AREA ...................647 SF/15 SF (NET) = 44
KITCHEN AREA .......................... 1,068 SF/100 = 11
TOTAL OCCUPANTS = 55
U
CONSTRUCTION NOTES:
1. BIDDING TO OWNER: PROPOSALS SHALL BE SUBMITTED TO THE OWNER ON THE
CONTRACTOR'S LETTERHEAD STATIONARY AND SHALL INCLUDE THE FOLLOWING:
A) A COPY OF THE CONTRACTOR'S CERTIFICATION AND/OR LIENSE.
B) PROOF OF INSURANCE.
C) A LOCAL BANK REFERENCE.
D) A LIST OF ALL BUILDING COMPONENTS INCLUDED OR EXCLUDED FROM
PROPOSAL.
E) ITEMS OF THE JOB INCLUDED AS AN "ALLOWANCE".
F) TOTAL PROJECT COST.
G) A CONSTRUCTION TIME SCHEDULE FROM THE DATE OF COMMENCEMENT TO
THE DATE OF COMPLETION.
2. CONTRACT FOR CONSTRUCTION: THE CONTRACTOR SHALL PROVIDE A COMPLETE
LINE ITEM COST BREAKDOWN FOR ALL ITEMS OF THE WORK INCLUDED IN THE BID
PROPOSAL. THIS LIST SHALL BE INCORPORATED INTO THE CONTRACT FOR
CONSTRUCTION AND SHALL AT THE MINIMUM SHOW THE VALVES OF THE
FOLLOWING.
A) LABOR
B) BLDG. COMPONENTS & MATERIALS.
C) ALTERNATES.
D) ALLOWANCES.
E) HOURLY WAGE RATES.
F) TOTAL OVERHEAD.
G) TOTAL PROFFIT.
H) TOTAL PROJECT COST.
LANDSCAPED AREA
I
EXISTING /
CU -1 TO BE
RELOCATED HERE A15 A _ Min
OFFICE I I
L
6" 6'-10" 4"
EX TIN U O
CU2T0 3E —�
RE OCA ED HERE WALK IN COOLER iv
NEW DOOR 36" WIDE `- `v
UTILITY SINK -MINIMUM
I t MINIMUM HEA ROO
7'-6" A.F.F.
1"M � 2
[POUR CONC. SLAB A A-5
TOP COAT, PROVIDE 1 co
Y4" SLOPE WALK-IN
10'-9" COOLER
CONC. I EPDXY
f= �
,
OPFEN STORAGE
,
I
,
1
A-1
V7'-2"
U WINDOW SCHEDULE
8x8" CONC. CAP
T.O.WALL
W/ 2#5 CONT.
MAT'L.
8x8"x16" CONC. MASONRY
GLASS
' UNIT W/ 9 GAUGE LADDER
W
TYPE HORIZONTAL REINFORC.
1
EVERY OTHER COURSE
_
1 #5 IN 3000 PSI GROUT FILLED
-
CELL @ 36" D.C.
_
#5 STARTER BARS ALL SPLICES
2
SHALL BE A MIN. 48 BAR
48"
DIAMETERS
ALUM/GLASS
Y2" EXPANSION JOINT
IMPACT
4" CONC. SLAB
3
(SEE FOUNDATION PLAN
48"
FOR SIZE AND REINF.)
GRADE
.
IMPACT
-
4
CONC. FOOTING (SEE
/\SCHEDULE FOR SIZE
\AND REINFORCEMENT)
'RIV16CY WALL DETAIL
SCALE: 1/1'* V-0"
TRUSSES +9'-7Y2"
3y/8" THK
STEEL PLATE
O
Y8'0 A307 STUDS
4" LONG W/ 1"0 HEADS (4 to
PLACES)
O
N iV
Ya' THK.
BOTT. LANE
BACK PLATE
GLULAM BEAM HANGER DT
DRIVE THRU DISPLAY
AND ORDER PANEL
BY OTHERS
O
.n
SCALE: 1/2"= V-0"
N
PARTIAL FOUNDATION PLAN
SCALE: 1/4$o = 1'-0"
CONSTRUCTION REQUIREMENTS
ROOF HEIGHT AVERAGE: 15'-0" A.F.F.
OCCUPANCY: M (FAST FOOD RESTAURANT)
TOTAL AREA: 1,812 SF.
TYPE III B, UNSPRINKLED REQUIREMENTS:
COLUMNS: 0
EXT. BRIG. WALLS: 2
INT. NON-BRG. WALLS: 0
CEILINGS: 0
ROOF: 0
FLOORS (ON GRADE): 0
FINISHES:
EXITS CLASS A OR B
ACCESS TO EXITS CLASS A OR B
OTHER SPACES CLASS A, B OR C
PER NFPA 101
ALTERATION-LEVEL2
OCCUPANCY LOAD CALCULATIONS
(PER TABLE 7.3.1.2 NFPA 101)
ASSEMBLY:
DINING AREA ...................647 SF/15 SF (NET) = 44
KITCHEN AREA .......................... 1,068 SF/100 = 11
TOTAL OCCUPANTS = 55
U
CONSTRUCTION NOTES:
1. BIDDING TO OWNER: PROPOSALS SHALL BE SUBMITTED TO THE OWNER ON THE
CONTRACTOR'S LETTERHEAD STATIONARY AND SHALL INCLUDE THE FOLLOWING:
A) A COPY OF THE CONTRACTOR'S CERTIFICATION AND/OR LIENSE.
B) PROOF OF INSURANCE.
C) A LOCAL BANK REFERENCE.
D) A LIST OF ALL BUILDING COMPONENTS INCLUDED OR EXCLUDED FROM
PROPOSAL.
E) ITEMS OF THE JOB INCLUDED AS AN "ALLOWANCE".
F) TOTAL PROJECT COST.
G) A CONSTRUCTION TIME SCHEDULE FROM THE DATE OF COMMENCEMENT TO
THE DATE OF COMPLETION.
2. CONTRACT FOR CONSTRUCTION: THE CONTRACTOR SHALL PROVIDE A COMPLETE
LINE ITEM COST BREAKDOWN FOR ALL ITEMS OF THE WORK INCLUDED IN THE BID
PROPOSAL. THIS LIST SHALL BE INCORPORATED INTO THE CONTRACT FOR
CONSTRUCTION AND SHALL AT THE MINIMUM SHOW THE VALVES OF THE
FOLLOWING.
A) LABOR
B) BLDG. COMPONENTS & MATERIALS.
C) ALTERNATES.
D) ALLOWANCES.
E) HOURLY WAGE RATES.
F) TOTAL OVERHEAD.
G) TOTAL PROFFIT.
H) TOTAL PROJECT COST.
LANDSCAPED AREA
I
EXISTING /
CU -1 TO BE
RELOCATED HERE A15 A _ Min
OFFICE I I
L
6" 6'-10" 4"
EX TIN U O
CU2T0 3E —�
RE OCA ED HERE WALK IN COOLER iv
NEW DOOR 36" WIDE `- `v
UTILITY SINK -MINIMUM
I t MINIMUM HEA ROO
7'-6" A.F.F.
1"M � 2
[POUR CONC. SLAB A A-5
TOP COAT, PROVIDE 1 co
Y4" SLOPE WALK-IN
10'-9" COOLER
CONC. I EPDXY
f= �
,
OPFEN STORAGE
,
I
,
1
A-1
V7'-2"
U WINDOW SCHEDULE
MARK NO.
SIZE
TYPE
MAT'L.
FINISH
GLASS
REMARKS
W
H
1
_
_
_
-
-
_
PROVIDE HURRICANE
SHUTTERS
2
36"
48"
H.R.
ALUM/GLASS
-
IMPACT
-
3
40"
48"
FIXED
ALUM/GLASS
-
IMPACT
-
WINDOWS NOTE: SAND & REFINISH WINDOW FRAMES.
CLEAN UP ALL WINDOWS AND FRAMES.
CAULK & SEAL ALL WINDOWS.
PAINT EXISTING WINDOWS AND DOORS WITH BLACK ENAMEL FINISH.
CU
TOILET
DOOR SCHEDULE
@ 12" o.c.
DOOR NO
WIDTH
HEIGHT THICK
TYPE MATERIAL FINISH
FRAME REMARKS: HWR SET
1
-
- -
- - -
- ADD NEWTHRESHOLD LOS RS EXISTING
2
3'-0"
6'-8" 1 3/4"
FLUSH S.C.WOOD PAINT
WOOD DUAL ACTION SWING -
3
T-0"
6'-8" 13/8"
FLUSH S.C.WOOD PAINT
PRE -HUNG - #2
4
3'-0"
6'-0" -
FLUSH WOOD PAINT
- PRE -FAB WOOD FENCE DR. -
5
T-0"
7'-0" - I
FLUSH METAL PAINT
- - -
NOTE: GLASS DOORS AND ADJACENT PANELS TO BE
CLASS II SAFETY GLAZING
4" 7'-0"
REF./FRZ. BY OTHERS,
SUBMIT DWGS AND
SPECS.
PREPA TION AREA
EXISTING DOOR OPENING
E BLOCKED UP
-6"
3. EXCLUSIONS: UNLESS SPECIFIED OTHERWISE, THE FOLLOWING ITEMS
ARE NOT INCLUDED IN THIS CONTRACT, SEE OWNER FOR ALL APPLICABLE
REQUIREMENTS AND CONTRACT ADJUSMENTS.
A) CABINETRY
B) CARPETING
C) WALL COVERING.
D) MUSIC SYSTEM.
E) TELEPHONE SYSTEM.
F) FOOD SERVICE EQUIPMENT.
G) FIRE ALARM AND SECURITY SYSTEMS.
H) PAGING SYSTEMS.
1) ILLUMINATED IGNS.
J) EXTERIOR METAL CANOPY.
K) FURNITURE
4. NOTICE OF COMMENCEMENT: THE CONTRACTOR SHALL ASSIST THE OWNER IN
THE PREPARATION AND FILING OF NOTICE OF COMMENCEMENT. HE SHALL
INSURE THAT SAID NOTICE IS PROMINENTLY POSTED ON THE PROPERTY AND
PROTECTED FROM ALL FORMS OF DAMAGE. ALL SUB -CONTRACTORS AND
MATERIAL SUPPLIERS SHALL BE MADE AWARE OF THE POSTING OF THIS
DOCUMENT AND ARE REQUIRED TO SUBMIT A "NOTICE TO OWNER" BY
CERTIFIED MAIL.
5. DISCREPANCIES: WHEN IN THE OPINION OF THE CONTRACTOR A DISCREPANCY
EXISTS, HE SHALL PROMPTLY REPORT, IN WRITTING TO THE ARCHITECT PRIOR
TO THE COMMENCEMENT OF THE WORK IN THE AREA OF QUESTION.
f
= ■� Q E
NO ADDITIONAL SHALL BE MADE FOR THE CONTRACTOR'S FAILURE TO 'E
CORRECT CONFLICTING FIELD CONDITIONS. - - _ _ IL 2 a
6. SITE VISIT: PRIOR TO BIDDING OR SUBMITTING ANY PROPOSAL-THE•G=NER'kL - - n
CONTRACTOR AND EACH SUB -CONTRACTOR SHALL VISIT THE JOB SITE AND U1
VERIFY ALL OF THE CONDITIONS UNDER WHICH THIS WORK WILL BE ■� W o
PERFORMED. - EQ _J 3
7. THE SPECS & ALL CONSULTANT DRAWINGS ARE SUPPLEMEN-TAL-TO THE - - - g� o
ARCHITECTS DWGS. IT SHALL BE THE CONTRACTOR'S RESPONSABILITY TO a 4 c
COORDINATE WITH THE ARCHITECTURAL DRAWINGS BEFORE THE m v *- C.)
Mill
INSTALLATION OF ANY OF THE CONSULTANTS WORK & TO BRING ANY Q J n
DISCREPANCIES OR CONFLICTS TO THE ARCHITECTS ATTENTION IN v Q 5 �
WRITTING FOR CLARIFICATION. IMPROPERLY INSTALLED WORK SHALL BE Z J n v
CORRECTED BY THE GENERAL CONTRACTOR AT HIS EXPENSE AND AT NO 7 m a LL c
EXPENSE TO THE ARCHITECT, HIS CONSULTANTS OR THE OWNER.v W + 5 to
n
44 +
_7 ra
Q � W CO
CC
ooN
ZC Zoo �
C7W ONa �
O �Z
LU =O 0110
705020
NEW CANOPY ABOVE,
ENGINEERED AND INSTALLED
BY AWNING MANUFACTURER
r ------------------------------------
EXISTING WINDOWS EXISTING WINDOWS
W/(4)#5 VERT. AND #3 1
a a
d4 I
`— CLAD BOTH FACES WITH CHICAGO BRICK I
VENEER BY CULTURED STONE®
EP �� TILE MODEL: CHICAGO USED CB -4054
\ 4'_32" 2'-02" I
L L I
I
18'-72" I
6'-8" 11-7-2
9AI C-1
Of
UTA ��AtS1Y�
�V11.fllNG SEoON
FINISH HARDWARE
Item: Manufacturer: Acceptable Subs:
Butts: Hager McKinney, Soss, Stanley.
Locks: Yale Russwin, Sargent, Schlage.
Closers: Norton LCN, Sargent.
Flush Bolts: Hager Glynn -Johnson.
Door Stops: Hager Glynn -Johnson.
Kick Plate: Hager Hiawatha.
Exit Device: Yale Adams-Rite,Sargent.
Treshold: Pemko Reese, Zero
Weatherstrip: Pemko Reese, Zero
Hardware numbers are taken from the manufacturers
catalogs listed. Acceptable substitutes of equal quality and
characteristics may be bid.
H.W. Set #2 - Each door to have:
1 1/2 Pair Hinges BB1279 41/2 x 41/2 26D
1 Privacy 5302L 26D
1 Door Stops 236W 32D
SCOPE OF WORK:
1. THIS PLAN IS TO POUR 4" CONC. SLAB AS SHOWN.
1. BUILD NEW GYPSUM BOARD DEMISING/PARTITION WALL AS SHOWN.
2. ADD NEW INTERIOR DOORS AS SHOWN
3. NEW PLUMBING TO CONNECT WITH EXISTG SANITARY.
4. NEW ELETRICAL & MECHANICAL WORK (SEE ENGINEERING PLANS).
5. THIS PLAN IS TO LEVEL EXISTING KITCHEN FLOOR WITH LEVEL ROCK
AND INDUSTRIAL EPDXY FINISH.INEERING PLANS).
—8X%CONC. COLUMN -
W/(4)# RT. AND #3
TIES @ 12"
15'-9"
DINING AREA
22'-3"
ih
M
U
1
00
N
EXISTING WINDOWS
C
1
O
O
z_
3.
0
z
x
W
O
0
z
C7
z
Cn
X
W
U\
CITY Old SOUTH MIAM)
L ---------------- &Utt_'DIN DEPT.
STRUCTUR L ECTION
o4FLOORPLAN APPROVED BY:.
SCALE: 1 4"= 1'-0"
DAM,_ � . G. 3 4 -
CONSTRUCTION NOTES:
1. MINIMUM REQUIRED FLAME SPREAD CLASSIFICATION AS PER
CONSTRUCTION REQUIREMENTS TABLE AT THIS SHEET.
2. ALL DIMENSIONS AND CONDITIONS TO BE FIELD VERIFIED BEFORE
PROCEEDING WITH WORK.
3. CONTRACTOR TO REPORT AND RECORD ANY EXISTING DAMAGE PRIOR
TO CONSTRUCTION AND SHALL REPAIR ALL NEW DAMAGE TO MATCH
ADJOINING SURFACES.
4. ALL DOORS SHALL BE PROPERLY CAULKED WITH AN APPROVED
CAULKING COMPOUND.
5. CONTRACTOR SHALL COORDINATE AND VERIFY WITH OWNER TYPE AND
KIND OF INTERIOR FINISHES DESIRED BY OWNER, NOT SPECIFIED.
6. CONTRACTOR TO NOTIFY OWNER IN ADVANCE OF ANY NECESSARY
POWER, WATER OR SEWER OUTAGES, AND SHALL KEEP INCONVENIENCES
TO A MINIMUM.
7. CONTRACTOR SHALL PROPERLY PATCH AND REPAIR ALL WORK
DISTURBED BECAUSE OF THIS NEW WORK AND TO MATCH ALL
ADJOINING WORK.
8. PROVIDE CLASS ABC FIRE EXTINGUISHERS (UL-2A10BC) AT THE RATE
OF 1 PER 2,500 S.F., AS PER LOCAL FIRE MARSHALL HAVING
JURISDICTION ON THE LOCATIONS INDICATED ON PLAN. ,,...
9. CONTRACTOR IS RESPONSIBLE FOR THE LEGAL REMOVAL OF ALIS -RUB: V�
BISH AND DEBRIS FROM THE PREMISES. KEEP PREMISES NEAT AND •.I�<
CLEAN AT ALL TIMES ' . - t c'1 lOS'
10. ALL MATERIALS AND WORKMANSHIP SHALL FOLLOW TAE 6blLDING
STANDARDS. IN THE EVENT CONFLICTING INFORMATION IS SHOWN" -'- ,
OR DESCRIBED, THE ARCHITECT SHALL BE NOTIFIED SO THATrr
CLARIFICATION OF THE INTENT OF THESE PLANS MAY BE O INED,
PRIOR TO DOING THE WORK.
,:
REQUIRED PLUMBING FIXTURES
TOILET
UTIES
@ 12" o.c.
PROV'D
REQ'D.
PROV'D
MALE
h5
1
Y200
U
LANDSCAPED AREA
Y75
1
IN
r 11 rq 1
O
Q
13'-2"
O
�l �%
z
W
0
Q
Of
U
N
o
°
a
N
1
O
I
4'-0" T-2" A.F.F. WALL 1#�7,
S PARTITION
EL C. PANEL A4AR
o
o
(�
ce)
C EAR FLOOR CLADIN TILE i i to
A-1
N
Nt
tD
4'-3" 14'-5"
71-009
U
4X12 LAMINATED
—�
--------------- — — — —I I
\
WOOD BEAM @10'-0"
A.F.F.
�oz
OMEIt�
\
LINE OF
\ CEILING ABOVE I I
N
--1
3
2 I I_
_ _
A-5 A-5 I
"
_ —
KITCHEN AREA I
N
I I
=
I
I
6" 6'-10"
' L-11
— 40'-102"
6"
i
`— CLAD BOTH FACES WITH CHICAGO BRICK I
VENEER BY CULTURED STONE®
EP �� TILE MODEL: CHICAGO USED CB -4054
\ 4'_32" 2'-02" I
L L I
I
18'-72" I
6'-8" 11-7-2
9AI C-1
Of
UTA ��AtS1Y�
�V11.fllNG SEoON
FINISH HARDWARE
Item: Manufacturer: Acceptable Subs:
Butts: Hager McKinney, Soss, Stanley.
Locks: Yale Russwin, Sargent, Schlage.
Closers: Norton LCN, Sargent.
Flush Bolts: Hager Glynn -Johnson.
Door Stops: Hager Glynn -Johnson.
Kick Plate: Hager Hiawatha.
Exit Device: Yale Adams-Rite,Sargent.
Treshold: Pemko Reese, Zero
Weatherstrip: Pemko Reese, Zero
Hardware numbers are taken from the manufacturers
catalogs listed. Acceptable substitutes of equal quality and
characteristics may be bid.
H.W. Set #2 - Each door to have:
1 1/2 Pair Hinges BB1279 41/2 x 41/2 26D
1 Privacy 5302L 26D
1 Door Stops 236W 32D
SCOPE OF WORK:
1. THIS PLAN IS TO POUR 4" CONC. SLAB AS SHOWN.
1. BUILD NEW GYPSUM BOARD DEMISING/PARTITION WALL AS SHOWN.
2. ADD NEW INTERIOR DOORS AS SHOWN
3. NEW PLUMBING TO CONNECT WITH EXISTG SANITARY.
4. NEW ELETRICAL & MECHANICAL WORK (SEE ENGINEERING PLANS).
5. THIS PLAN IS TO LEVEL EXISTING KITCHEN FLOOR WITH LEVEL ROCK
AND INDUSTRIAL EPDXY FINISH.INEERING PLANS).
—8X%CONC. COLUMN -
W/(4)# RT. AND #3
TIES @ 12"
15'-9"
DINING AREA
22'-3"
ih
M
U
1
00
N
EXISTING WINDOWS
C
1
O
O
z_
3.
0
z
x
W
O
0
z
C7
z
Cn
X
W
U\
CITY Old SOUTH MIAM)
L ---------------- &Utt_'DIN DEPT.
STRUCTUR L ECTION
o4FLOORPLAN APPROVED BY:.
SCALE: 1 4"= 1'-0"
DAM,_ � . G. 3 4 -
CONSTRUCTION NOTES:
1. MINIMUM REQUIRED FLAME SPREAD CLASSIFICATION AS PER
CONSTRUCTION REQUIREMENTS TABLE AT THIS SHEET.
2. ALL DIMENSIONS AND CONDITIONS TO BE FIELD VERIFIED BEFORE
PROCEEDING WITH WORK.
3. CONTRACTOR TO REPORT AND RECORD ANY EXISTING DAMAGE PRIOR
TO CONSTRUCTION AND SHALL REPAIR ALL NEW DAMAGE TO MATCH
ADJOINING SURFACES.
4. ALL DOORS SHALL BE PROPERLY CAULKED WITH AN APPROVED
CAULKING COMPOUND.
5. CONTRACTOR SHALL COORDINATE AND VERIFY WITH OWNER TYPE AND
KIND OF INTERIOR FINISHES DESIRED BY OWNER, NOT SPECIFIED.
6. CONTRACTOR TO NOTIFY OWNER IN ADVANCE OF ANY NECESSARY
POWER, WATER OR SEWER OUTAGES, AND SHALL KEEP INCONVENIENCES
TO A MINIMUM.
7. CONTRACTOR SHALL PROPERLY PATCH AND REPAIR ALL WORK
DISTURBED BECAUSE OF THIS NEW WORK AND TO MATCH ALL
ADJOINING WORK.
8. PROVIDE CLASS ABC FIRE EXTINGUISHERS (UL-2A10BC) AT THE RATE
OF 1 PER 2,500 S.F., AS PER LOCAL FIRE MARSHALL HAVING
JURISDICTION ON THE LOCATIONS INDICATED ON PLAN. ,,...
9. CONTRACTOR IS RESPONSIBLE FOR THE LEGAL REMOVAL OF ALIS -RUB: V�
BISH AND DEBRIS FROM THE PREMISES. KEEP PREMISES NEAT AND •.I�<
CLEAN AT ALL TIMES ' . - t c'1 lOS'
10. ALL MATERIALS AND WORKMANSHIP SHALL FOLLOW TAE 6blLDING
STANDARDS. IN THE EVENT CONFLICTING INFORMATION IS SHOWN" -'- ,
OR DESCRIBED, THE ARCHITECT SHALL BE NOTIFIED SO THATrr
CLARIFICATION OF THE INTENT OF THESE PLANS MAY BE O INED,
PRIOR TO DOING THE WORK.
,:
REQUIRED PLUMBING FIXTURES
TOILET
LAVATORY
REQ'D.
PROV'D
REQ'D.
PROV'D
MALE
h5
1
Y200
1
EMALE
Y75
1
1200
1
LEGEND:
NEW 8" CMU WALL
EXISTING EXTERIOR WALL
TO REMAIN
NEW INTERIOR PARTITIONS
ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED OR
REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THE PROPERTY OF
TECTONICS ASSOCIATES, INC. AND WERE CREATED, EVOLVED AND
DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED
PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS
SHALL BE USED BYOR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION
FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF
TECTONICS ASSOCIATES, INC.
WRITTEN DIMENSIONS OF THESE DRAWINGS SHALL HAVE PRECEDENCE
OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE
RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS
OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND
CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE
SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH
FABRICATION.
WLO
1. -- U) �
r
U2�rn
QMLO
¢r
�WUJa�
Lu0�¢
0
0
O
u-
date 12-10-08
REVISED BY: ONE D+B
1 03/05/09 FIRE
2 03/12/09 WASA & FIRE
03/19/09 FIRE
3E
4 03/23/09 FIRE
project number
08146
Sheet
A-1
of
2
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date 12-10-08
REVISED BY: ONE D+B
1 03/05/09 FIRE
2 03/12/09 WASA & FIRE
03/19/09 FIRE
3E
4 03/23/09 FIRE
project number
08146
Sheet
A-1
of