09-97-013PROP. 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.
7'-2"
—U--L�--G1 LI
MARK NO.
FOOTING SCHEDULE
TYPE
MAIL.
0
w
Op,
� H
H
A
3
x
F.
z
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M
REINFORCEMENT
REMARKS
BOTTOM
TOP
A
B
C
A
B
C
WF16
A
24
CONT
16"
(3) #5
_
(1) #5 @ 24-O.C.
_
_
FC11 i JOINT
_
STEM WALL FOOTING
I
-
/
I
FC41
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I
I
0
Y4" SLOPE
N
ILL
—A
C
TYPE -A
A /—A
C
TYPE -B TYPE -C
I
FC11 MEM
COLUMN SCHEDULE
TYPE
_
v
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.
CA
C-2
8"x 16" CONC. COLUMN W/6 # 5 VERT.+ # 3 TIES @ 8" O.C.
U_ u_
6'-10"
9'-6"
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.
7'-2"
—U--L�--G1 LI
MARK NO.
FC -1 9 13111111111311
FCI1 Z1 --- —
TYPE
MAIL.
WF -24
I
GLASS
REMARKS
I
FCJ1
I I
H
1
• IN
_
_
(U_
Y4" SLOPE
_
-
FCi1 I
2
36"
I I
EXISTING CMU
H.R.
ALUM/GLASS
FC I1 I WALL
I
IMPACT
o
I
I
I Y2" EXPANSION
40"
N
FC11 i JOINT
ALUM/GLASS
-
I
-
/
I
FC41
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I
0
Y4" SLOPE
N
ILL
L�--- WF -24 —
I
FC11 MEM
u- LL
_
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I
L— W F-24
CA
4" 7'-0"
U_ u_
6'-10"
8x8" CONC. CAP
T.O.WALL W/ 2#5 CONT.
+5-0" 8x8"x16" CONC. MASONRY
UNIT W/ 9 GAUGE LADDER
TYPE HORIZONTAL REINFORC.
EVERY OTHER COURSE
1 #5 IN 3000 PSI GROUT FILLED
CELL @ 36" D.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 I
AND REINFORCEMENT)
1 PRIVACY WALL DETAIL
A-1 SCALE: 1/2"= 1'-0"
Y4' THK.
STEEL PLATE BOTTOM OF EXISTING
4X12 GLULAM TRUSSES +9'-7Y2"
BEAM V THK
STEEL PLATE
h O
Y8"0 A307 STUDS
4" LONG W/ 1"0 HEADS (4,
I PLACES)
o
%8" 0 THRU BOLT 'I`- a• a'
A307-GALV (TYP.) Y" THK.
BOTT. LANE
6' HGH. LOW
PRIVACY WALL
SIDE VIEW BACK PLATE in
U)
2 GLULAM BEAM HANGER DTL"
A-1 SCALE: 1/2"= V-0"
00
IollllC]�C]IIIIII `�
PARTIAL FOUNDATION PLAN
SCALE: 1/4"= V-0"
CONSTRUCTION REQUIREMENTS
ROOF HEIGHT VERA . 15'-0" A.F.F.
OCCUPANCY: M (FAST FOOD RESTAURANT)
TOTAL AREA: 1,812 SF. 2
I I UNDP I f LE
COLUMNS: 0
EXT. BRIG. WALLS: 2
INT. NON-BRG. WALLS: 0
CEILINGS: 0
ROOF: 0
F OR44CIN,GRADE): 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 Ilb E
OCCUPANCY LOAD CALCULATIONS 0
(PER TABLE 1004.1.2)
MERCANTILE: Al
DINING AREA ...................................744 SF/30 = 25
KITCHEN AREA .......................... 1,068 SF/100 = 11
TOTAL OCCUPANTS = 36
TOTAL SEATING PROVIDED = 44
o�
N
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ro
v
7'-2"
LPOUR CONC. SLAB Alt
TOP COAT, PROVIDE(
Y4" SLOPE L
J f
6CONC.
U �
0
O E
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.
p \ :J o
2M- \ Cn
A-5 -
A ZD
OFFICE
6" 6'-10" 4" 7'-0"
U = 0 -' U
WALK IN COOLER _
DOOR 36" WIDE _
v / �
MINIMUM p \
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.
NO ADDITIONAL SHALL BE MADE FOR THE CONTRACTOR'S PAr'LURE TO - -
CORRECT CONFLICTING FIELD CONDITIONS. : : - - -
6. SITE VISIT: PRIOR TO BIDDING OR SUBMITTING ANY PROPOSAL THE GENERA
CONTRACTOR AND EACH SUB -CONTRACTOR SHALL VISIT THE JOB SITE AND
VERIFY ALL OF THE CONDITIONS UNDER WHICH THIS WOR;C,WILL BE
PERFORMED. :
7. THE SPECS & ALL CONSULTANT DRAWINGS ARE SUPPLEMENTAL TO THE
ARCHITECT'S 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— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --
I
EXISTING WINDOWS EXISTING WINDOWS
8X16 CONC. COLUMN
W/(4)#5 VERT. AND #3 = W W
TIES @ 12" o.c.Cn
�N
N 0 (
z
4-0" 3'-2" A.F.F. WALL
EL -.C. PANEL ACC SS PARTITION I I 2 C7
CLEAR FLOOR AR ACLAD IN TILE
Cn
I I in A-1 Z
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4'-3" 14'-5" I I w I
U
IDOORNO
MINIMUM EADRO
DOOR SCHEDULE
REQ'D.PROV'D
OMEN
\
HEIGHT
THICK
TYPE MATERIAL FINISH
FRAME REMARKS: HWR SET
7'-6" A.F.F.
1
EMALE
Y75
-
_ IT
DEVICE, LOCKS NW & CLOSERS. EXISTING
2
M
�
i
�
A-5
WOOD DUAL ACTION SWING -
L,
6'-8"
,
FLUSH S.C.WOOD IN
E-
4
314"
6'4"
-
FLUSH WOOD PAINT
/
WALK-IN
0
COOLER
_
v
4" 7'-0"
6"
6'-10"
9'-6"
6"
REF./FRZ. BY OTHERS,
SUBMIT DWGS AND
1
SPECS.
EPQ
TILE
PREPA
TION AREA
U
IDOORNO
TOILET
DOOR SCHEDULE
REQ'D.PROV'D
WIDTH
HEIGHT
THICK
TYPE MATERIAL FINISH
FRAME REMARKS: HWR SET
1
1
EMALE
Y75
-
_ IT
DEVICE, LOCKS NW & CLOSERS. EXISTING
2
3'-0"
6'-8"
13/4.
USH S OOD = PAINT
WOOD DUAL ACTION SWING -
3
3'-0"
6'-8"
13/8"
FLUSH S.C.WOOD IN
E-
4
314"
6'4"
-
FLUSH WOOD PAINT
- PRE -FAB WOOD FENCE DR. -
NOTE: GLASS DOORS AND ADJACENT PANEL TO O BE
CLASS II SAFETY GLAZING
EXISTING DOOR OPENING
TO BE BLOCKED UP
_
3
_
EXIST. GAS N
23'-621" 3'-6"
NEW RELOCATED
DRIVE-THRU
PICK UP WINDOW
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 manufacturer's
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
----------- -- ——� I
LINE OF
CEILING ABOVE
5
A-5 I I
KITCHEN AREA N
s
I I
CLAD BOTH FACES WITH CHICAGO BRICK
VENEER BY CULTURED STONE@
MODEL: CHICAGO USED CB4054
18'-72"
3'-2" 15'-521„
r
i 8X16 CONC. COLUMN -
W/(4)#5 VERT. AND #3
i TIES @ 12" o.c.
WU'
I. ; 4'-6" I.
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).
4X12 LAMINATED
WOOD BEAM @ 10'-0"
A.F.F.
40'-1021"
2
J.
a
N
o I
U
DINING AREA W
U I
i
CO
22'-3"
z
z I
� I
U
X
W
I
EXISTING WINDOWS
I
t --------------------J
ol, FLOOR PLAN
SCALE:
CONSTRUCTION NOTES:
1. MINIMUM REQUIRED FLAME SPREAD CLASSIFICATION AS PER
CONSTRUCTION REQUIREMENTS TABLE AT THIS SHEET.
AL DIMENSIO S AND CO DITIONS O BE F LD VE IED B FORE
PRO I I
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 ALL -R, Ei-
BISH AND DEBRIS FROM THE PREMISES. KEEP PREMISES NEAT_ / V k •V { ,
CLEAN AT ALL TIMES.c•.� ,��
10. ALL MATERIALS AND WORKMANSHIP SHALL FOLLOW THE BUILDING
STANDARDS. IN THE EVENT CONFLICTING INFORMATION IS SHOWN
OR DESCRIBED, THE ARCHITECT SHALL BE NOTIFIED SO THAT -.A
CLARIFICATION OF THE INTENT OF THESE PLANS MAY BE ORjib�
PRIOR TO DOING THE WORK. '
Al
REQUIRED PLUMBING FIXTURES
TOILET
LAVATORY
REQ'D.PROV'D
REQ'D.
PROV'D
MALE
i75
1
Y200
1
EMALE
Y75
1
Y200
1
LEGEND:
NEW 8" CMU WALL
EXISTING EXTERIOR WALL
TO REMAIN
NEW INTERIOR PARTITION
ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED OR
REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THE PROPER 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 AN THIS
OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIO 'AND,
CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE
SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING M1
FABRICATION.