HomeMy WebLinkAboutJoseph Ray - 16789SG'
LPL Go NEK.oL
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COSP��r�
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KIHG'S .HIGHWAY.
SITE PROVISIONS:
The Contractor shall examine the site layout his work and provide the followings as needed to his
operation for small construction job.
I. Temporary water and lights.
2. Temporary toilets.
3. Watchman as required.
4. Return all dwgs, and specs. to Li'I. General Stores .
5. All inspections, testing a permit cost.
6. Provide all assistance for requirements of Bldg. Inspections.
( The Contractor shall pay for all above items. )
DEMOLITION EXCUVATING GRADING a BACKFILL:
Include all work as shown on dwgs, removal of all debris, stumps form all berms, grades, backfill for
all utilities, provide and place properly all fill, paving, and Buffers shown on pions.
roof overhang
4'- 0"
m
6'_ 8"
m
m
louvered door
O
00
I
-N
Storage room
a2
I
,sink sa#2
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1
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a Storage room
0 si
:
I I
W
1 t
a 10'- id,
N _00
m o
oI J
I c N
N 1
all studs 20"exce
at plumbing wait.
All plates to be pre ure
i treated z ,o
� M
00
fire door '
optional rF a
5 5rodsb 2
ties@12" c.c.
o
.P
I
10' - 011
c -
p 181_ 8"
12-
561-011
soffit for A/C duct
-A"
:W62973
CARPENTRY AND MILLWORK:
All structural and framing shall be Southern
Pine and Douglas Fir industrial
grade. All wood bearing on masonry
sholI be pressure treated (P.T ,
All wood shall bear lumber grode marks
to conform to( ALS) American Lumber
Standards and sholibe 15% of
less in moisture content. Other
as noted on drawings. Interior trim, Pine
select. Exterior trim P.T.
Doors shall be Hollow core or as noted
on door schedule.
NOTE: Ardco door unit and pre
fob cooler display shelving to be furnished
by Lill. General. Gen. contr.
to order through Lill. General. Allow
45 days for delivery. Order early and specify delivery date to job site.
Gen. contr, will be resposible
for unloading and receiving doors on
job site.
NOTE: All mechanical subs to
patch any openings that they make.
NOTE: 81.x 16°pilaster block poured
Wconc. 4*5 ¢ vertg'ajv29q,,7.-�to be used
when accepted by local codes (
pilaster in front to reman poured.)
hese drawings comply to the
South Florida Building Code.
typical cone. pilaster
8"xl6" W/4.0 5p vert4 w2 o
Mies Q. 24"o.c.
12'- 811 I'-4", 1 3'- 411
TERRAZZO Shall be 5/8" monolithic type on slab. Color shall be gray, cement -marble
chips to be 60% white, 156/6 royal green, 15% Italian rose, 10%yellow. Expansion joints
2verticalt I horizontal, equally spaced. After final grind terrazzo (contractor to seal all
terrazzo with ovanti Penetrating sealer No. PTS-180. Then apply ovanti finish No. A-150-B.
Both sealer and finish to be applied as per recommendations of "Neptune Chemical Corporation"
Division of "Chemex Industries, Inc."AL jk
-u
--+ NOTE:
floor safe-Kl'"2 furnished by Lill. General. '
installed by �en.Contr. Order from Lill. General Star
• NOTE
counter sink furnished by Li'I. General.i
Plumber to put in drain water lines.
Overhani
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2�a
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rb
Kim,
ram"
;
A4
s
th
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41 1 i°1
ell I
n
181_ 811
4" conc. parking apron —
w/6"x 6% 10/10 W.W. fabric
of '
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DESIGN LIVE LOADS
Roof. . ... . :.
.. 30 P. S. F
DESIGN WIND LOADS
Lateral Load... ......
65P.S,F.
Roof Uplift....... ...40P.S.F.
Uplift on Canopies and
other
Capt E Lovers. .......
45 P.S.F.
DESIGN FOUNDATION
BEARING
Value
1,250 PS.F.
28 day cone. strenth 2,500P.S.1.
Steel tension stress
20000P.S.I.
ELEVATION 0.0" SHALL BE A MINIMUM OF 12"ABOVE HIGHEST
POINT OF STREET. CANOPY SIGN a YARD SIGN POST BY
LANDLORD a SHALL BE INSTALLED BY GEN. CONTR. OR
HIS SUB.
(PAVING OF ENTIRE PARKING LOT 4"COMPACTED SHELL OR
LIME ROCK WITH 1 1/2" TYPE I MODIFIED WEARING SURFACE
ASPHALT 4" WIDE YELLOW PAINT TO BE DETERMINED AT SITE.
ALL SUB. CONTRACTORS TO BE RESPONSIBILE TO LOCAL a
STATE AUTHORITIES FOR APPROVAL OF THEIR WORK.
f. d
slop sirtk��
W. I lov.
n
n,counter sink
ONE TOILET PLAN
0
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A
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f. d
U; LI'L. (NERAL STORES
DIVISION OF GENERAL HOST CORPORATION
c —
date: 5/24/73
scale: as noted
�= by C. Lenseth -� _.
.3
_*62973
STEEL JOIST: All shall be as per plans r details and conform to Steel Joist institue, specs,,^
s
STEEL ROOF DECKS, Steel deck shall be Type A, galv.painted, steel, 22ga.
STRUCTURAL STEEL: See dwgs_ and schedules for type, location, quantity and details of steel
required for a complete job and furnished all misc. steel , all templates. STeel shall comform to
latest edition ofA.I.S.C. std. Specs. for all steel. Furnish shop dwgs. See notes on dwgs.
MISCELLANEOUS METAL: See dwgs. schedules, details and notes for items of metal, this to include
all anchors, bolts,hangers, plates, sleeves, clamps,ties,embeds, etc. All to conform to ASTM specs
for structural steel; ASTM specs.A27 for cost steel.
ROOFING AND SHEET METAL; See detail drawings for type, quantity , location of roofing sheet
metal work required. Galv. iron shell be 26 go. Built up roof shall be 20yr. bondable.
5 6 ' - 0"
e.
- 14 equal spaces 60 4'-0"=56' -0" % ...
Sm. no.
4 z 4" in pitchpaas
for 6 ton A/C 1
double Oar joist
for 6ton A/C
7'- p" g'-. 6" 1
a
22H 8 bar joists I "'
1 \y 4 x 4" pitch pains far
5ton comp. for codlerl
double ble b ol# Joist
(IVfor 5 ton comp;
ND
I
I -— 12_ 8 16.5
col. "C"
BB" ROOF FRAMIN P AN
scales I'/' = I 0
56-p
-N
- I I F
1 6°f-6" J
COL."B
pilaster 51
lumns
red
1
roe--o rz'-4"
no. 3
SCHEDULES
BEAMS No. 1, 8"x 16" W / 4 t'5o "2Pties @ 24"
No. 2• 8 varies ( slopes from 22 at front to 16 at rear
No.3. 8"xl2' W/4 50*2 ties?P 24' --
Note: 4 " 5 corner bars C0 beam juncture
COLUMNS A. 8"x16" W/4 '"5p1"2tiesCO 12" 9"x16"pilaster block poured W/conc. �4 *5,e vert;t x'2
ties to be u§ed when accepted by local codes (pilaster in front to remain poured. )
B. .ei"x 16" Mf/4 5)e2 ties 6) 1,2 — --- --- ---- --- -- — C. 3 1/2"x 3 1/2"x 1/4" tubuler steel column.
FOOTING
Note: at each
conc. column
provide 4 S 5dowels
hooked in footing. hook at top of col.
bars in
beam.
42'k I
k
ansverse
Note: top of all footings 16" below el.0'-0" provide 2 '67c rner barscQ footing junct.
Provide dur-o-wall reinf. in C.E'.walls . Req'd. every 3rd. course with corners use 10'-0' lenth. W/6" min. lap
(std. dur-o-wall 96 asin A82-61 T.)
CONCRETE WORK: type and location as shown, with all rebors, Inserts, dowels, sleeves, hangers, etc.
The specs. for conc. materials, mixing, delivery shall tie in accordance with Portland Cement Assn., Federal
Specs. as apply to type specified. All form, removal of forms shall be to Stds. for such work. Admixtures
finishes, special concrete shall be as noted on dwgs. Ready -Mixed conc.,, to ASTM spec. C94-55T.
MASONRY: All mails, shown and noted and set in full beds of mortar. Cone. blocks shell be 3 cell,
outoclaved in general,fire block shall be used where noted on plot plan. This work in accordance with
Nati. Standards and Mfgs. Specs. for each matt
MANSARD To be covered with Ming Blue Decramostic Roof Tile from Automated Building Components, Inc.
7525 N.W. 37th Ave. Miami, Florida 33147
SOFFIT: To be of Alcoa Paneling i SVG 12 NS 12" non -ventilated v groove cut to 4' lengths and SVG 12VS 12"
ventilated v groove panels cut 4' lengths. 2 ventilated panels at end of building then 25 non -ventilated panels
2more ventilated panels then 25 non -ventilated and 2 ventilated panels at other, end of building. A .furring
strip to be used 2'out from wall for paneling to be fastened to. "F"chaneis to be used on wall F"chanel to be 178S
by Alcoa. Use "J 'chanel F414 S on outside end of overhang. Miter F 714 for turning corners on soffit. Cut soffit
panels to fit and slide into miter.
2 B 16.5
Bm. n o2 tie beorn3t12B16.5top flu h',
. —
371:3" beam 12816 5
Ilu J18'
2"o anchor
1 P.T.2"x4"boited to
it a 11 beam or ramset
column " B"
SECTION "B„_"r3�'
scale: 3/4"= 1"-0"
22 ga. steel deck � I" insulation tie beam no. 2
board with 5 ply. tar gravel 4*50w/#3eties
roof. 20yr. bondable - -__ at 24
1 2z4
t slopes from
I::°,i 22"t i 16"
'�62973
I
fawn
l
/
(/
ceiling
exp.C.B.front
side wall
storage
Iona. fl_.
1
NI
4 pen last ins.
P
.032go. white, alum.
:o
ao
cone.fl.
ceiling
\
headed 2x4from
plywood on cooler
\ \
~—
@ w/3/4
side \
�\
clear anddized al
store front
crystal pt�tp glas
\
doors
in windows\
�\ 0
\ °f
�\
\\
�,. 032go. smooth alum. header
r — --
iamb ,tsill
,,-..„ <;- ",,. *�, INTERIOR VIEW OF FRONT WALL
AA .. crnin I/A°-I' e)"
efempere
q ososs
ceiling _7 soffit for A/C duct
✓--covered some as ceiling —� a
,ex p.C.B. rear
!`side wall
air Q tine of sight
handle �.
storage o{ refJecVion
:o line � 1'.11 emon
�I K
cone. fl.
INTERIOR VIEW OF REAR WALL
scaler 1/4'�= 1'_O'
provide plastic molding— mirrors as required
��(Dall corners
INTERIOR VIEW OF RIGH1
scaIs: 1/4 r I' - 0"
4 7/ 8"
0 0
_1 1
r ay
9
DETAIL OF SOC?A CRATE STORAGE SHELF
sole` I l'-011
-4° penplast. ins.
.032go. white -alum
O
1
m
cone. fl.
4 batten ins.
2'x4! sheet rock
tiles supended
wood trim --
d
3
0
a
0
C
w
E
_ i e 1.0. 00" ?
terrazzo
5/8" o
N
e►
4"slab - Note-. oll slabs on
6x6x10/I0w.2i = throughty compacted fill
=o ftg. beyond for laity col.
N SECTION THRU FRONT WALL @ WINDOW
scale:3/8 1'-011
2 B 16.5
light fixture ---'
2'xB"w/.032 alum.
crystal glass
A/C
covered same asceilinghduct
-town paneling
-- paint door trim to match paneling ----
f
--d@ not panel
?errazzo fl.
z:
d .^a
INTERIOR VIEW OF LEFT WALL';
scale:)/4'= 1'-0"
AIM
II-6" 3/4plywood
I"x3"
1"x3"fastened to wall
w/toggle bolts 24`o c
3/4°plywood bracket fi-O" o c.Y
LPL. GENERAL STORES
DIVISION OF GENERAL HOST CORPORATI
T• —
Ile' as, gted --- —
C. Lenseth
N'
4O 9
i.
iWMiWWMM
#62973
SECTION AT REF UNIT
n.t. s.
mel CCT
A C
A C
=®0®
A C 16
A C 171_ I
A IC 18
A IC 19
A IC 201
3kr
A C 16
A C 171_ I
A IC 18
A IC 19
A IC 201
3kr
H.P.
Wire
No.sae
LOCATION
nel
C C T
Pole
Volt
Q/
Bkr
H.P.
Wsi
No size
LOCATION
20
2
12
_
Ceiling Lights Night Lights
B
C 1
3
230
3
40
6
13
8
Air and.
20
2
12
Ceiling Lights
B
C 2
20
2
12
_
Ceiling Lights
B
C 3
20
2
12
Canopy Lights
B
C 4
3
2303
405
2
8
Walk-in Cooler
20
2
12
Facia Sign
B
C 5
20
2
1 12
Pole Sign
B
C 6
20
2
12
Clock Receissed in Wall
B
C 7
2
2301
201
2
12
Air Cond. Fan
20
2
112
Walk -In Cooler Lights
B
C g
20
2
1 12
Warming Cables at Doors
0
C 9
2
2301
1201118
2
12
Walk-in Cooler Fan
20
2112
Storage, Wash ! Bottle Rooms
6
C 10
1 IWAM.
20
2
12
Cash Reg.
B
C II
3
2303
40
3
8
20KW Heat Strips
20
2
12
Soft Drink t Telphone
B
C 12
20
2
12
Lights in Frozen Food Case
B
C 13
20
2
12
Ice Merchandiser
B
C 14
2
230
1
20
2
12
Upright Frozen Food Case
30
2
10
Water Heater
B
C 15
B
C 16
2
230
1
20
2
12
Upright Frozen Food Ca+
20
2
12
0u_itlet_s_
B
C 17
B
C IS
1
115
1
20
2
12
Ice Merchandiser
_
B
C 19
1
115
1
20
2
12
Uri ht rozen Food Lights
— —
B
C 20
1
115
1
20
I/2
2
12
Ice Cream Case
_ _
B
C 21
1
115
1
201/2
2
12
Ice Cream Case
B
C 22
2
220
1
20
13
12
) Counter EGUIDment
Heater
18"x 18
18 x 14
,
18 x 10„ 18"x 6"
B
C 238
C 24
B
C 25
2
1
30
3
8
_
Koolie Unit
---
B
C 26
2
1
30
3
8
Koolie Unit
B
C 27
-
-�
1 314'plastic
pipe
to roof for
refrig.
lines
B
C 28
pitch pon.
A.14 B.14-15 A.13
8.16-17
B
C 29
—_
B
C 30
I — — —
_
air
--
— -L
FD�
handler
F01
soffit for A/C duct
SIGNS: All Facia & Pole Signs to be furnished by Lill. General Stores. Erection a
electrical connections by General Contractor or his Sub -Contractor. Contractor
6F1.P.
to
unit 208/230/3DJ
be set on roof by Gen. Contr.
I-4 fc
to notify Lill. General Stores at lease 30days prior 10 delivery date and
specify job sAte address and Sign Contractor.
A.10
( I
AIR CONDITIONING: Air conditioning units furnished by Lill. General Stores,
A,17(4=m
installed by General Contractor or his Sab-Contractor. All roof framing,
temp. control for A/C
'A
M
pitch pans and electrical connections by General Contractor or his
ups=6' off fl•
vI
Sub -Contractor.
w
-�
`o'
Note Elect: All electrical equipment connections by Elect. Contr.
N
Note Elect: Elect. Contr. to provide required outlets check-out counter for
d
owners equipment from conduit after equipment is in place.
A.10
cI
B 4-5
o
up7
Note: All wire to be copper.
N
Note Elect: Run elect. conduit after fin. wall Is in walk-in cooler. Use "type
L.B.° plastilet and seal.
5H-P. refrig. unit 208/20 /3
drain for
condensate
set on roof by Gen. Cant
Note:
_
c.5 & c.6 to be operated by time clock.
\
on 6:30A.M. off 8:OOA.M.
i --
- -
-----
" pitch pa
-M1
on5:00P.11 off 12:00P.M.
A
-
- - -
a
�
Note:
A• 7
cod supports 348" 0
:
Electrical contractor to furnish°twist lock crows loot connectors" at
up7 recessed
threaded RK,D (12) hanger $$
o
following locations.
A• 10
extended 4' below fin. ceilling
ui
1-
" ! �
(�I I/4 I conduit off ff. 4 x4 x2 1/2 box
I 1/4'knock out. upright, all outlets to
I
0. d
c -
oM
°
o
c
C. 14- 15
C 16- 17
c. 9- 10
fixtures to be run after equipment is in place
5-7 —i
w
N�
0
TO PROVIDE
(ELECTRICIAN
I LIGHTING ARRESSTOR
o
aD
r�
o
B. 4 5
O
c
`
M
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up7
d
Service enterance wire to be copper
3,000 M C M 3,000 M C M
� ��
a
N
-A
I 2 1/2sonduit 2 conduit 30
a'3
°
30cct 20cct*Ccl
B.25
8.26
-
N
o a
ON
3
20cct B A
I Panel Panel
--�
--__
o o
my
o
A
(Fnnel 200
PD''
+- a.5
n
i
I 20 A M P
O O
E
o
�400
AMP AMP
up4"A•12
up4A.12
; 3 Ew
-
- �
1 0 OPTION 3 0 OPTION
hose bibb A.5
up 61
LI'L. GENERAL STORES
DIVISION OF GENERAL HOST CORP RATION
— —
— —
—
— — — — — — — — —
—
_
—
—
date: 5/24/73
—
ELECTRICAL PLAN
stole* as noted _
-- 5 �y
by C.
scole:I/4"=I' O"
Lenseth JU
— �F
0f_
$Xmov
ME,- , n
�J,
.i-.- °RhM FRAME— AI..i�M 9TF'IF
W-1,:* ;'
�
n
E
5
kj
1�
%u=`}
3w
op
F
W
M r'f
Gn
f
�� '
Y IM 1�5 . wN'�'`}fR, '�•` '35 � �a
yy 5
1 }
wt�d� sRX�' S.r h=ks i t'
`-24GA-. SALV. IviRiE 1JfIY
3C:4)4.1#FPAME
f
04,;A.GAc.V. LAMP TRACK
'7051q`BET!,EE-H LAfMPTP/AcK5
Q5
c
FLUOR.
LAMP.S 48 RE b -
xl/"GA-STL•TUL¢1N6 J"(bNUUT-
.!i .sox ....
#62973
FAN SCHEDULE
fan no:
location
mfgr.
model no.
use
cfm. f.a.
drive
r.p.m,
outlet
h.p
v.
a.
yl
no of
blade
note
motor
posit.
seed
size
toilet
Nutone
el 2 2 0
exhaust
160
direct
v.
115
I
1
no.823 reducer w/damper no.845
ceiling
all roof cap w/weather damp-8"
ducts tronstion to 845- ac
LIGHT SCHEDULE
Mfg r.
cat, no.
_._
type
tubes
mounted
location
Ilamps
volts
a
w
ballast
lithonia
c.296
of
2 96
soles,conop
ft96t12
115
1.5
•
sign t sto.1-2
2 48"
toilet
Lighting Protection. See outline and location on drawings. All to comform to Lighting Protection Institute
53 West Jackson Blvd., Chicago 4, III. Funish Mater Label 4"x 2-1/2"with U.L. requirements and label
No. recorded with Ins. Co. as per local codes.
FINISH SCHEDULE
room
floor
base
walls
ceiling
remarks
front left rear 1 right
sales
terrazzo
vinyl
fwan
fwan
lemonice
Ewan
2'x4' st. rk. tile
base when walls are_exposed after
area
panel
panel
paint
panel
**(grid type)
furnishings are in plate.
storage
concrete
none
c. b.
c .b.
plywood
plywood
2'x4'st.rk. Tile
I
rid type)
storage
concrete
none
plywood
c. b.
c. b.
plywood
2'x4 st. rk'.tile
(grid type)
toliet
concrete
vinyl
c. b.
2'x4'st. rk. tile
_
( rid t e)
cooler
concrete
none
white alum
whitedlu
whitealu
whitalu
white alum.
.032go. white alum.
DuPont Lucite Lemon Ice 1609c.
D R a HARDWARESCHEDULE
Door 1
2-8 x 6-8 x 1 3/8 louvered fir
Ipr, huger 1241 butts
point grade
I IocKwood 110 alum. lockset
Door 2
2'-8"x 6-8"x 13/8"flush h.c.
Inr. hager 1241 butts
paint c rade
llockwood120 alum. lockset
Door 3
2-0 + 6-8 x 1 3/8" flush h. c.
Ipr. hager 124t butts
aint orade
I lockwood 120 alum, lockset
Door 4
36'x 7' Mawneer narrow style
kowneer nonconceled o•h.type closer(attach door closer w/mole ( female
(single acting)
bolts, double cylinder lock(key 2 door alike) type J push pull device inside out
Door 5
Adco giant size model 30 x 66
complete by mfgr.
Metal Doors Trim, See drawings schedules details and notes for all doors and trim. Steel units shall be"Amweld",
Aluminum work shall be "Armarlite"unless noted otherwise.
.,
PLUMBING FIXTURE SCHEDULE
water closets
tank bowl t seat americon std. or equal.
3/8'.carom e supply t stop esction to match.
h.w. heater
6gal. americon std.
lov¢ sinks
americon std. or equal. @ 75 psi. incl.
support to inst. near ceiling
floor drains
americon std. or equal.
shock absorbers
I pipe by IS long. w/I cap.
hose bibbs
3/4" brass
mirrors
12"x16"x1/4" ground edge w/hangers
Metal Toilet Compartments a Baffles None required
dispensers coat hook and bumpers.
-
PAINTING SCHEDULE
back wall of lemon ice
sales area (dupont lucite lemon ice 1609c)
exterior conc. 2 coats PVA white
blk. walls f cols.
sidewalk _' green
note, all painting to consist of sealers primers
2coats of specified material.
tractor shall furnish and i
GENERAL
SPECIFICATIONS:
SECTION
I. The drawing reference to Standard drawing details a notes refer only to the detail or not that applies.
SECTION
2. The General Contractor a Sub -Contractor shall verify all dimensions, etc. on all drawings and related surveys,
equipment, data for all work to coordinate and align the dimensions for all trades and fitted to all shop
drawings, manufactur's cuts, stock or fabricated samples, standard manufactur's parts and members, etc.
SECTION
3. The AIA General Conditioning Document No. A201 latest Edition, shall apply and be a part of this contract,
for all trades, drawings and specifications.
SECTION
4. The word "Contractor" shall completely include all words and phrases, omitted for brevity such as,"The
Contractor shell„ 7o Conform With. „In,Gonformify Wit(1'' '., „Shell Bei , As Ngtgd onDrawjng,s,, and/or
Specifications, According to Plans , As Per Details, A, The, Shall, Shall be, Provide', and "Install
SECTION
5. At the time of bidding any item in drawings and specifications not clear or omitted and not called to the
attention ofthe Architect, it is deemed that the Contractor has estimated a grade of material, workmanship,
etc, In keeping with the high grade of materials aAd trained craftsman as outlined for the project and
no extra cost will be allowed.
SECTION 6. Where shop drawings are called for they shall be submitted to the Architect in triplicate for opprovals even
though the Architect does not have supervision. Failure to submit the shop drawings called for shall
be deemed an omission in Contract and any change from the Architect's design of stuctual members unlawfully
made by the Contractor shall make that Contractor fully responsible for the building or any part thereof and
be subject to all costs and legal action and damages.
SECTION 7. Addition to General Conditions, the terms "Equal" and "Or Equal" and "Approved Equal" Shall not apply to
any item of material or workmanship, Any deviation of any material, article, method, process, workmanship,
shall be by written approval on Architect's Change Orders. Orders for motericals, equipment appliances
shall be made in time so there will not be any delays.
SECTION 8. The minimun limits of Contractor's Liability Insurance shall be:
Per Person Per Accident
I. Bodily Injury 1001000.00 300,000.00
2. Property Damage 501OQQ.00 100,000.00
3. Automobile Property 25,000.00
Damage a written by an Ins. Co. licensed ih State the project is located.
SECTION 9. Owners Liability Insurance shall be written by a company licensed in the State the project is located.
SECTION 10. Gauranty Bond properly secured, in an amount of not less than 100% of the total of the sum of sums bid
upon all items of the proposal, including the maximum sum of all plus alternates where included.
This Bond shall be as per State Law in State where construction is located.
SECTION 11. General Contractors shall be "Certified; "Licensed; or "Registered"in areas of proposed construction.
SECTION 12. The Contractor shall examine the site, layout his work and provide and pay for the following as needed to
his operation for the small construction job.
I. Temporary Water and Lights.
2. Temporary Toilets.
3. Watchman as Required.
4. Return all Drawings and Specifications to Superintendent of Constc ornpa, General Office.
5. All Inspections, Testing and Permit Cost.
.aa
6. Provide all Assistance for Requirements of Building Inspections.
SECTION 13. LIENS: All Contractors, General and Sub shall furnish the Owners) 100% protection against any and all
IienS for labor and materials shown, noted or implied and such protection shall be in accordance with
and performed to Florida Statutes, Sections 84.011 to 84. 371 Incl. dated effective Oct. 1, 1963. This
does not apply to any material supplier or Sub -Contractor that may be in privity with the Owner(s),
SECTION 14. DEVIATION FROM PLANS: The Contractor or Sub -Contractor shall not deviate from the plans or specifications
in any particular except upon written directions of the Architect, or the President of Li'I. General Stores, or
Superintendent of Constr. Tampa, General Office. _
SECTION 15. CLEAN UP: All trash to be removed from grounds and building and haul
Lot to be leveled and graded for proper drainage.
", Store to be turned over to LI'L. GENERAL in sparkling clean conditioi
0L. GENERAL STORES
DIVISION OF GENERAL HOST CORPORATION _
date: 5/24/73
scale:
by: C. Lenseth� i
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