09-97-012N
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.
_
_ U=_ — 61
WF -24
I I
;J1
I I
I IN
I U_
3: ' SLOPE
;J1 '
� I
EXISTING CMU
/J I WALL --�
11
I I
Y2" EXPANSION
JOINT
I I
I I
:a1 I
I I
I I
2"
I I Ya" SLOPE
N
,
ILL
L�--- WF -24
'ITEFT41) FTM
00
U_ LL
I
I - L----24---
im
L -- ---sa
U_ LL
Y4" THK.
STEEL PLATE
4X12 GLULAM
BEAM
A _
%" 0 THRU BOLT ±/V
A307-GALV (TYP.)
SIDE VIEW
8x8" CONC. CAP
W/ 2#5 CONT.
IJA T.O.WALL
8x8"x16" CONC. MASONRY
UNIT W/ 9 GAUGE LADDER
TYPE HORIZONTAL REINFORC.
EVERY OTHER COURSE
1 #5 IN 3000 PSI GROUT FILLED
CELL @ 36" o.c.
#5 STARTER BARS ALL SPLICES
SHALL BE A MIN. 48 BAR
DIAMETERS
Y2" EXPANSION JOINT
4" CONC. SLAB
(SEE FOUNDATION PLAN
FOR SIZE AND REINF.)
GRADE
\� \
CONC. FOOTING (SEE
SCHEDULE FOR SIZE
AND REINFORCEMENT)
1 PRIVACY WALL DETAIL
SCALE: 1 /2"= V-0"
A-1
BOTTOM OF EXISTING
TRUSSES +9'-7y"
Y8'THK
STEEL PLATE
1 O
Y8"0 A307 STUDS
4" LONG W/ 1"0 HEADS (4,
PLACES)
0
4• N F.
Y" THK.
BOTT. LANE
2 G L U LAM BEAM
SCALE: 1/2"= V-0"
A-1
1 Mv,
IoIl11C7�C]IIIIII ��
PARTIAL FOUNDATION PLAN
SCALE: 1/4"= 1-0
CONSTRUCTION REQUIREMENTS
ROOF HEIGHT VERA : 15'-0" A.F.F.
`v
OCCUPANCY: M (FAST FOOD RESTAURANT)
TOTAL AREA: 1,812 SF. 2
�PE-d\B, UNSPRI,NKLEdREQUJREAifEAGT .
COLUMNS: 0
EXT. BRIG. WALLS: 2
INT. NON-BRG. WALLS: 0
CEILINGS: 0
ROOF: 0
V1O_ RS-(8N\G DQE): 0
FINISHES:
EXITS CLASS A OR B
ACCESS TO EXITS CLASS A OR B
OTHER SPACES CLASS A, B OR C Al
PER NFPA 101
A I E
OCCUPANCY LOAD CALCULATIONS 0
(PER TABLE 1004.1.2)
MERCANTILE:
DINING AREA ...................................744 SF/30 = 25
KITCHEN AREA ......................... 1,06 SF/100 =11
TOTAL OCCUPANTS = 363
6' HGH. LOW
PRIVACY WALL
BACK PLATE in
LO
HANGER DTL.
c�
N
1
q
LO
7'-2"
LPOUR CONC. SLAB AN
TOP COAT, PROVIDE[
Y4" SLOPE L
(1) CONC.
U �
Al
O f
CLOSET
;
7'-2-
U WINDOW SCHEDULE
MARK NO.
FOOTING SCHEDULE
TYPE
MAIL.
O
w
O a
E��
H
Ca
x
Z
►J
H
04
W
A
REINFORCEMENT
REMARKS
BOTTOM
TOP
A
B
C
A
B
C
WF16
A
24
CONT
16"
(3) #5
_
(1) #5 @ 24-O.C.
_
_
FIXED
_
STEM WALL FOOTING
IMPACT
-
- PRE -FAB WOOD FENCE DR. -
L A
PRIOR TO DOING THE WORK. i�t7
' , • ' ,
RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS
A
^
OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND
CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE
A
-C
,— A r— A
* It::TYPE-A
C TYPE -13 \—C
• • r
FABRICATION.
COLUMN SCHEDULE
TYPE
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.
N
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.
_
_ U=_ — 61
WF -24
I I
;J1
I I
I IN
I U_
3: ' SLOPE
;J1 '
� I
EXISTING CMU
/J I WALL --�
11
I I
Y2" EXPANSION
JOINT
I I
I I
:a1 I
I I
I I
2"
I I Ya" SLOPE
N
,
ILL
L�--- WF -24
'ITEFT41) FTM
00
U_ LL
I
I - L----24---
im
L -- ---sa
U_ LL
Y4" THK.
STEEL PLATE
4X12 GLULAM
BEAM
A _
%" 0 THRU BOLT ±/V
A307-GALV (TYP.)
SIDE VIEW
8x8" CONC. CAP
W/ 2#5 CONT.
IJA T.O.WALL
8x8"x16" CONC. MASONRY
UNIT W/ 9 GAUGE LADDER
TYPE HORIZONTAL REINFORC.
EVERY OTHER COURSE
1 #5 IN 3000 PSI GROUT FILLED
CELL @ 36" o.c.
#5 STARTER BARS ALL SPLICES
SHALL BE A MIN. 48 BAR
DIAMETERS
Y2" EXPANSION JOINT
4" CONC. SLAB
(SEE FOUNDATION PLAN
FOR SIZE AND REINF.)
GRADE
\� \
CONC. FOOTING (SEE
SCHEDULE FOR SIZE
AND REINFORCEMENT)
1 PRIVACY WALL DETAIL
SCALE: 1 /2"= V-0"
A-1
BOTTOM OF EXISTING
TRUSSES +9'-7y"
Y8'THK
STEEL PLATE
1 O
Y8"0 A307 STUDS
4" LONG W/ 1"0 HEADS (4,
PLACES)
0
4• N F.
Y" THK.
BOTT. LANE
2 G L U LAM BEAM
SCALE: 1/2"= V-0"
A-1
1 Mv,
IoIl11C7�C]IIIIII ��
PARTIAL FOUNDATION PLAN
SCALE: 1/4"= 1-0
CONSTRUCTION REQUIREMENTS
ROOF HEIGHT VERA : 15'-0" A.F.F.
`v
OCCUPANCY: M (FAST FOOD RESTAURANT)
TOTAL AREA: 1,812 SF. 2
�PE-d\B, UNSPRI,NKLEdREQUJREAifEAGT .
COLUMNS: 0
EXT. BRIG. WALLS: 2
INT. NON-BRG. WALLS: 0
CEILINGS: 0
ROOF: 0
V1O_ RS-(8N\G DQE): 0
FINISHES:
EXITS CLASS A OR B
ACCESS TO EXITS CLASS A OR B
OTHER SPACES CLASS A, B OR C Al
PER NFPA 101
A I E
OCCUPANCY LOAD CALCULATIONS 0
(PER TABLE 1004.1.2)
MERCANTILE:
DINING AREA ...................................744 SF/30 = 25
KITCHEN AREA ......................... 1,06 SF/100 =11
TOTAL OCCUPANTS = 363
6' HGH. LOW
PRIVACY WALL
BACK PLATE in
LO
HANGER DTL.
c�
N
1
q
LO
7'-2"
LPOUR CONC. SLAB AN
TOP COAT, PROVIDE[
Y4" SLOPE L
(1) CONC.
U �
Al
O f
CLOSET
;
7'-2-
U WINDOW SCHEDULE
MARK NO.
SIZE
TYPE
MAIL.
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.
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.
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.
4'-0"
U EL C. PANEL ACC SS
2 M \ MC EAR FLOOR AR A
co N
OFFICE ; 4'_3"— — —
6= 6'-10" 4"' 7'-0" — — —
3
3
WALK IN COOLER - _
— — — — — — —
DOOR 36" WIDE
MINIMUM:�3
MINIMUM HEA ROO OMEIt \
7'-6" A.F.F.
�M
A-5 J � � 3
Al m \ A
WALK-IN 0 i
COOLER _
z
9'-6" 4" 7'-0" 116" 6'-10"
6"
REF./FRZ. BY OTHERS,
SUBMIT DWGS AND
SPECS.
1
CD
PREPARATION AREA
NOTE: GLASS DOORS AND ADJACENT PANELS TO BE
CLASS II SAFETY GLAZING
NO ADDITIONAL SHALL BE MADE FOR THE CONTRACTOR'S FAILURE_TO _
CORRECT CONFLICTING FIELD CONDITIONS. -
6. SITE VISIT: PRIOR TO BIDDING OR SUBMITTING ANY PROPOSAL THE GENERAL
CONTRACTOR AND EACH SUB -CONTRACTOR SHALL VISIT THE JOB SITE AND
VERIFY ALL OF THE CONDITIONS UNDER WHICH THIS WORK WILL BE - _
PERFORMED.
7. THE SPECS & ALL CONSULTANT DRAWINGS ARE SUPPLEMENTAL TO THE
ARCHITECTS DWGS. IT SHALL BE THE CONTRACTOR'S RESPONSABILITY TO
COORDINATE WITH THE ARCHITECTURAL DRAWINGS BEFORE THE
INSTALLATION OF ANY OF THE CONSULTANTS WORK & TO BRING ANY
DISCREPANCIES OR CONFLICTS TO THE ARCHITECTS ATTENTION IN
WRITTING FOR CLARIFICATION. IMPROPERLY INSTALLED WORK SHALL BE
CORRECTED BY THE GENERAL CONTRACTOR AT HIS EXPENSE AND AT NO
EXPENSE TO THE ARCHITECT, HIS CONSULTANTS OR THE OWNER.
NEW CANOPY ABOVE,
ENGINEERED AND INSTALLED
BY AWNING MANUFACTURER
r- — — — — — — — — — — — — — — — — — — — — — — — — — — — — -
EXISTING WINDOWS EXISTING WINDOWS
8X16 CONC. COLUMN
W/(4)#5 VERT. AND #3 = l r-,
TIES @ 12" o.c.
N
3'-2" A.F.F. WALL
PARTITION 2
CLAD IN TILE
14'-5" I I
-------- -- —� I
LINE OF r
CEILING ABOVE I I
5 I I
KITCHEN AREA I
I I
I I
I I
CLAD BOTH FACES WITH CHICAGO BRICK
VENEER BY CULTURED STONE®
MODEL: CHICAGO USED CB -4054
TILE
3'-2"
r
EXISTING DOOR OPENING °' W
TO BE BLOCKED UP U
EXIST. GAS !n [211
iV
23'-s2" 3'_6" W-6"
NEW RELOCATED 1
DRIVE-THRU A-5
PICK UP WINDOW
FINISH HARDWARE
Item: Manufacturer: Acceptable Subs:
Butts: Hager McKinney, Soss, Stanley.
Locks: Yale Russwin, Sargent, Schlage.
Closers: Norton LION, 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 4 1/2 x 4 1/2 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 EXIST'G 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).
18'-72"
15'-52'
8X16 CONC. COLUMN -
= W/(4)#5 VERT. AND #3
TIES @ 12" o.c.
4X12 LAMINATED
WOOD BEAM @ 10'-0"
A.F.F.
40'-102"
2
A-1
ih
O
0
z
(9
z
U)
X
W
U
1
2"
co
N
U I
DINING AREA W
U I
22'-3" 3:
z
z I
� I
X I
W
U I
i
EXISTING WINDOWS
I
L------------------�
oO FLOOR ,PLAN , j
SCALE: 1/4"= 1-0
CONSTRUCTION NOTES:
1. MINIMUM REQUIRED FLAME SPREAD CLASSIFICATION AS PER Al
CONSTRUCTION REQUIREMENTS TABLE AT THIS SHEET.
AL DIMENSIO S AND CO DITIONS O BE F LD VE FIED B FORE
PRO I I
REQUIRED PLUMBING FIXTURES
TOILET
DOOR SCHEDULE
DOOR NO
WIDTH
HEIGHT THICK
TYPE
MATERIAL FINISH
FRAME REMARKS: HWR SET
1
1
EMALE
%5
-
ADD NEW EXIT
- DEVICE,, LOCKS &HCOLO�ERS. EXISTING
2
3'-0"
6'-8" 1 3/4"
USH
S OOD •PAINT
WOOD DUAL ACTION SWING -
3
3'-0"
6'-8" 13/8"
FLUSH
S.C.WOOD IN
E-
4
T-0"
6'-0" -
FLUSH
WOOD PAINT
- PRE -FAB WOOD FENCE DR. -
L A
PRIOR TO DOING THE WORK. i�t7
' , • ' ,
RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS
A
^
NOTE: GLASS DOORS AND ADJACENT PANELS TO BE
CLASS II SAFETY GLAZING
NO ADDITIONAL SHALL BE MADE FOR THE CONTRACTOR'S FAILURE_TO _
CORRECT CONFLICTING FIELD CONDITIONS. -
6. SITE VISIT: PRIOR TO BIDDING OR SUBMITTING ANY PROPOSAL THE GENERAL
CONTRACTOR AND EACH SUB -CONTRACTOR SHALL VISIT THE JOB SITE AND
VERIFY ALL OF THE CONDITIONS UNDER WHICH THIS WORK WILL BE - _
PERFORMED.
7. THE SPECS & ALL CONSULTANT DRAWINGS ARE SUPPLEMENTAL TO THE
ARCHITECTS DWGS. IT SHALL BE THE CONTRACTOR'S RESPONSABILITY TO
COORDINATE WITH THE ARCHITECTURAL DRAWINGS BEFORE THE
INSTALLATION OF ANY OF THE CONSULTANTS WORK & TO BRING ANY
DISCREPANCIES OR CONFLICTS TO THE ARCHITECTS ATTENTION IN
WRITTING FOR CLARIFICATION. IMPROPERLY INSTALLED WORK SHALL BE
CORRECTED BY THE GENERAL CONTRACTOR AT HIS EXPENSE AND AT NO
EXPENSE TO THE ARCHITECT, HIS CONSULTANTS OR THE OWNER.
NEW CANOPY ABOVE,
ENGINEERED AND INSTALLED
BY AWNING MANUFACTURER
r- — — — — — — — — — — — — — — — — — — — — — — — — — — — — -
EXISTING WINDOWS EXISTING WINDOWS
8X16 CONC. COLUMN
W/(4)#5 VERT. AND #3 = l r-,
TIES @ 12" o.c.
N
3'-2" A.F.F. WALL
PARTITION 2
CLAD IN TILE
14'-5" I I
-------- -- —� I
LINE OF r
CEILING ABOVE I I
5 I I
KITCHEN AREA I
I I
I I
I I
CLAD BOTH FACES WITH CHICAGO BRICK
VENEER BY CULTURED STONE®
MODEL: CHICAGO USED CB -4054
TILE
3'-2"
r
EXISTING DOOR OPENING °' W
TO BE BLOCKED UP U
EXIST. GAS !n [211
iV
23'-s2" 3'_6" W-6"
NEW RELOCATED 1
DRIVE-THRU A-5
PICK UP WINDOW
FINISH HARDWARE
Item: Manufacturer: Acceptable Subs:
Butts: Hager McKinney, Soss, Stanley.
Locks: Yale Russwin, Sargent, Schlage.
Closers: Norton LION, 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 4 1/2 x 4 1/2 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 EXIST'G 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).
18'-72"
15'-52'
8X16 CONC. COLUMN -
= W/(4)#5 VERT. AND #3
TIES @ 12" o.c.
4X12 LAMINATED
WOOD BEAM @ 10'-0"
A.F.F.
40'-102"
2
A-1
ih
O
0
z
(9
z
U)
X
W
U
1
2"
co
N
U I
DINING AREA W
U I
22'-3" 3:
z
z I
� I
X I
W
U I
i
EXISTING WINDOWS
I
L------------------�
oO FLOOR ,PLAN , j
SCALE: 1/4"= 1-0
CONSTRUCTION NOTES:
1. MINIMUM REQUIRED FLAME SPREAD CLASSIFICATION AS PER Al
CONSTRUCTION REQUIREMENTS TABLE AT THIS SHEET.
AL DIMENSIO S AND CO DITIONS O BE F LD VE FIED B FORE
PRO I I
REQUIRED PLUMBING FIXTURES
TOILET
LAVATORY
PROV'D
REQ'D.
PROV'D
LREQ'D.
MALE
%5
1
Y200
1
EMALE
%5
1
! ? ! ; : ,•
REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THE PROPERTY OF
TECTONICS ASSOCIATES, INC. AND WERE CREATED, EVOLVED AND
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 LEGEND:
CAULKING COMPOUND.
5. CONTRACTOR SHALL COORDINATE AND VERIFY WITH OWNER TYPE AND NEW 8" CMU WALL
KIND OF INTERIOR FINISHES DESIRED BY OWNER, NOT SPECIFIED.
EXISTING EXTERIOR WALL
6. CONTRACTOR TO NOTIFY OWNER IN ADVANCE OF ANY NECESSARY TO REMAIN
POWER, WATER OR SEWER OUTAGES, AND SHALL KEEP INCONVENIENCES
TO A MINIMUM.
NEW INTERIOR PARTITIONS
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
H
JURISDICTION ON THE LOCATIONS INDICATED ON PLAN.
9. CONTRACTOR IS RESPONSIBLE FOR THE LEGAL REMOVAL OF ALL RUB-
ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED OR
BISH AND DEBRIS FROM THE PREMISES. KEEP PREMISES NEAT AND itita�
! ? ! ; : ,•
REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THE PROPERTY OF
TECTONICS ASSOCIATES, INC. AND WERE CREATED, EVOLVED AND
CLEAN AT ALL TIMES
U)
DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED
PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS
Q
•
SHALL BE USED BYOR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION
10. ALL MATERIALS AND WORKMANSHIP SHALL FOLLOW THE BUILDIIV 91.�' •'•�
(r -
- t'. �I �' •• =
_
FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF
STANDARDS. IN THE EVENT CONFLICTING INFORMATION IS SHOWN : •
,
TECTONICS ASSOCIATES, INC.
OR DESCRIBED, THE ARCHITECT SHALL BE NOTIFIED SO THAT A'
N
o
CLARIFICATION OF THE INTENT OF THESE PLANS MAY BE OBTAINED,--'
"-
WRITTEN DIMENSIONS OF THESE DRAWINGS SHALL HAVE PRECEDENCE
OVER SCALED DIMENSIONS. CONTRACTORS SHALLVERIFY, AND BE
PRIOR TO DOING THE WORK. i�t7
' , • ' ,
RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS
(L
^
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
• • r
FABRICATION.
N
CO
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date 12-10-08
W
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REVISED BY: ONE D+B
1 03/05/09 FIRE
2 03/12/09 WASA & FIRE
3 03/19/09 FIRE
Mir
pro jb number
0814E
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REVISED BY: ONE D+B
1 03/05/09 FIRE
2 03/12/09 WASA & FIRE
3 03/19/09 FIRE
Mir
pro jb number
0814E
.Y
sheet
A-1.,a�.
OF