773 Atlantic Blvd i
i
18" C.1.Ar/' a 5 J [moi),i',c, ( i✓f !,
' GENERAL NOTES:
1) CONTRACTOR SHALL CONDUCT ALL WORK IN
{ ACCORDANCE WITH APPLICABLE CITY OF
JACKSONVILLE BEACH AND DUVAL COUNTY CODES
- r 0110 Stot.v AND REGULATIONS.
, UVC� hltChon i s
Res ti It"rl n t 2) CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING
ALL NECESSARY PERMITS FOR COMPLETION OF THE
} CotrlpP"I.11',lin
PROPOSED WORK.
Dry ( ?e t f r, Coir1 lAtindt-v ; POSE
.. ;j _ A`' 4h c t '.t r ':1- �t tr /;`. / ', '-t ', w ✓v,.rJ�
AVATED MATERIAL
{ S SO AS
;' ' NOT TO I 1MPACCT NORMAL STORE C
3 CONTRACTOR SHALL
AND DEBRIS
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BUSINESS
LL.
CONTRACTOR A
CTO
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LL
BE
RESPONSIBLE FOR ALL T
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APPLICABLE UTILITY
CLEARANCES USING PROPER C�
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-
3 ,-� r , NOTIFICATION PERIODS PRIOR TO CONDUCTING cc
' _ _._._-__-__ - ___ _ _ rtpe L TRENCH/NG OR EXCAVATION ACTIVITIES. CO
1 _ .„.. .
4.
TOR
LIZE
CCTICALSHALL
AND SHALL REUTI EXISTING
CONDUITS WHEN PRA c
:
' ) ELECTRICAL CONTRA
- �
E DUJ S APPLICABLE. Q
LOW AND HIGH VOL Til G CON TSA
t
NEW TRENCHING IF REQUIRED SHALL BE EXCAVATED
_ I , AS TO M/N/M/Z£ TRENCH LENGTH AND OFFSET FROM C •
BUILDING TROUGH.
a
>
t
fs) EXIST/NG ASSESSMENT WELLS SHALL REMAIN
i � IN-KIND. ONLY COMPLIANCE WELLS AT TANK FARM
SHALL BE REMOVED OR ABANDONED. ” U U C
,
cc
7) CONTRACTOR SHALL COORDINATE ASPHALT AND -�—
L'L' C.HAMP #31 n t1 E 't r t CONCRETE REPLACEMENT LIMITS WITH ULCHAMP
' Q
('o vF t-<• I H M
1,11;k illrl i PR/OR TO CONDUCTING ON-SITE WORK.
F.F.E. (100.00 ASSUMED)
Conclete Hlock
1 {V god ,F'(etice L
_ 1 - STORY CONC. l'l:>t't t !,'ttc'lo. rt;
8) EXISTING CANOPY AND CANOPY COLUMNS WILL LL
BLOCK BUILDING
REMAIN AND BE RETROFITTED PER CHEVRON IMAGING
ti *'`>�f , l STANDARDS. COORDINATE DISPENSER, VALET, P.O.S.,
AND SPANNER CONFIGURATION WITH CHEVRON
(FRANK FOX) PRIOR TO INSTALLATION OF DISPENSER a
{
SUMP.
tt
a
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,
r LIMITS OF PROPOSED
i
UNDERGROUND STOR o
:
OUND ASE
i t ! TANK (TYP. OF 2) �
04 U Ono
PROPOSED 22'x31 'x8!" _'
{ ' THICK CONCRETE TANK
LAB E
SHEET P(78 S 1'' -- � «,•r
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i APP'Rl�' ATf LlAil OF EXIST! �? AERGRIJUNfl , + #t a ,, ...0 I ° , +�
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STORAGE K TO BE ABANI ONED /N PLACE
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(TYP. OF 3) �.,-;�
r � � .:�_..�_.,,.,. _ .., pili► � -_ ,a - ,.. I .� • �
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EXI!>TING DISPENSER
ISLAND AND DISPENSERS TO / `� , `` '• ,:',,t,,, F� 44
BE REMOVED/REPLACED I
G
PROPOSED CHEVRON��' KAL,4•T i I 'I I ' // PO4 n
(TYP. OF 2) (SEE NOTE 8) 1 `• . Y •t. • �;//; ��/ /j j/ /j//// /j// /j j j/i+ i 2 F.G. VENT PIPING $ �cc ?
IWO" � 3 F.G. VENT PIP/NG
F.
POC 'PRE-8,000 A � v
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: ." A.• '� . � �' ':• .� - � as � cru
F . IO
PROPOSED DISPENSER GILBARCO MPD �"�`
�ry 3
MODEL 865 TYP. OF 2 SEE NOTE 8 „ .�� 4 - �. ..,,:-;� R....: .,.. -„-.-• ;Y///
m ( ( / ` !r
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)POSED£ CHEVRON
) S D , j / %/ j :~ 1`~ PROPOSED VENT
PR(
P.O.S (SEE NOTE 8) ' STANCHION
LOCA TION cn
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REMOVE AND REPEAL CE CONCRETE AT r%/'r//// / // // /// /j/ /j/ RECEIVED
t 4N
9 ....
DISPENSERS AS NEEDED FOR RETROFIT i',.t* `► ✓ / // / / // // / / ,t_ ..
y ,
` MAY 2 2 1998
/�,
�, - _ _t-.� � ,moi / --
I � ~ EXISTING CANOP'1' TO BE REFACED _ _ A °' .: _. !�! sou `urs' E
Cit
PiER.moCHEViRO N-- IMAGING
/�NG �STA�N_D�AR-D�S
..
� Atlantic Beach
jj� Building and Zoning
L!
I
1
2 Business
,
Days Before
REPLACE SOD APPROXIMATE LIMITS
. EX/STING COLUMN TO BE r ' 1' c,,,i, ,,;7d :�, :+�=� , ;' g
”' AS NEEDED OF EXCAVATION
it.� ., yr RETROIFITTED W1 CLADDING WITHIN FOR NEW TANKS
I PER CHEVRON IMAGING
STAND �__.____.. EXCAVATION (SEE NOTE 3) .44�g ��c� You Dig
ARDS (SEE NOT£ 8) O ��G o�F Drown By
(TYP. OF 2)
?-
LIMITS OF NEW ASPHALT p.Qe Q���o��� 4a CALL FA
}
(SEE SPECIFICATIONS Checked B
SHEET P07) e� y
1-800-432-4770 Y A.A
r f ITS THE LAW
ATLANTIC BLVD. scale:
GRAPHIC SCALE �+P IP IR O V E D
1 MY AF ATLANTIC BEACH Date:
'{ IRUII-DING OFFICE 0"
j to o S to 20 40 --}
SAY $ $ Rev Date By Revision Comment Sheet Name:
0 031/06/9a FAB ISSN FOR PER UCLIENT
f
REV" Poi imh = 10 rt.
Al
Sheet No.:
IL
M a rk et�i n 3
PETROLEUM PRODUCT PIPING PLAN AND CANOPY LAYOUT { g of
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FASCIA WRAP TO
AN EXISTING CANOPY
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RANG STAT IND
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FOR LOCATION AT
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773 ATLANTIC BLVD
JACKSONVILLE , FL
DESIGN SPECIFICATIONS GENERAL NOTES SITE CONDITIONS SCOPE BY ORANGE STAT7-, IQUSTRIES DRAWING SEQUENCE �'
1. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND 1. PROVIDE A DRIVE ACCESSIBLE AREA TO WITHIN 15'-0' OF THE PERIMETER OF THIS 1. REMOVE EXISTING FASCIA AND PERIME?EE? GUT SPECIFICATIONS CP1
STRUCTURAL STEEL BOLTS CONDITIONS ON THE JOB SITE PRIOR TO ERECTOR STARTING WORK. STRUCTURE IN ORDER TO UNLOAD MATERIALS AND PERFORM WORK.
ANY DEVIATIONS FROM THESE DRAWINGS DUE TO FIELD CONDITIONS SHALL 2. REMOVE EXISTING CENTER GUTTER, CLEAN DEBRIS AND RESEAL. ELEVATIONS & SECTIONS CP2
A. STRUCTURAL STEEL SHALL CONFORM TO ASTM A-36. A. ALL BOLTS SHALL BE ASTM A325 HIGH STRENGTH BOLTS UNLESS NOTED BE BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER FOR 2. FILL ALL OPEN TANK HOLES AND TRENCHES WITHIN 15'-0" OF THE PERIMETER
B. SQUARE AND RECTANGULAR TUBING SHALL CONFORM TO ASTM A500, GRADE B. OTHERWISE ON THE Gi�AWINGS• MODIFICATIONS. OF THIS STRUCTURE FROM THE TIME THAT THE STRUCTURE ARRIVES AND UNTIL SNAKE COLUMN TO CLEAN RUST OUT G DRAIN,
C. STEEL PIPE SHALL CONFORM TO ASTM A53, GRADE B. B. HIGH STRENGTH BOLT SHALL BE INSTALLED USING THE "TURN OF NUT ERECTION IS COMPLETE. 3. REMOVE SIX 6 EXISTING SURFACE MOUNTED_ P!XT
D. STRUCTURAL STEEL DESIGN SHALL BE DONE IN ACCORDANCE WITH THE AISC TIGHTENING METHOD. BOLTS SHALL BE BROUGHT TO THE SNUG TIGHT 2. THE GENERAL CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION DURING O ITE[) LURES. (PURCHASER
MANUAL OF STEEL CONSTRUCTION. CONDITION AND THEN TIGHTENED 1/3 TURN. CONSTRUCTION TO COMPLY WITH LOCAL CODES. FEDERAL AND OSHA REGULATIONS. 3. THE JOB SITE MUST BE DRY ENOUGH FOR VEHICLES AND PERSONNEL TO PERFORM NOTIFY IF EXISTING FIXTURES TO BE SALVAGE)
E. ALL STRUCTURAL STEEL TO BE PAINTED ONE SHOP COAT OF RUST INHIBITIVE
WORK. IF NECESSARY THE GENERAL CONTRACTOR SHOULD LAY GRAVEL IN 4. FURNISH AND INSTALL SUPPORT ANGLES AND FLASHING
PAINT OR EQUAL TO RUSTOLEUM. SCREWS 3. THE GENERAL CONTRACTOR SHALL GRADE, BACK FILL, LEVEL AND OTHERWISE EXCESSIVELY MUDDY AREA TO ENSURE ADEQUATE WORK CONDITIONS.
F. STRUCTURAL STEEL FABRICATION AND ERECTION SHALL BE DONE IN A. SHEET METAL SCREWS SHALL BE MADE FROM CARBON STEEL WIRE PREPARE THE JOB SITE FOR SAFE WORKING CONDITIONS PRIOR TO ERECTION 5. FURNISH AND INSTALL ALL FASCIA PANELS. DESING CRITERIA
ACCORDANCE WITH THE AISC CODE OF STANDARD PRACTICE FOR STEEL CONFORMING TO ASTM A548. OF ANY KIND. 4. POURED CONCRETE PAVING UNDER AND AROUND THE PERIMETER OF THIS STRUCTURE
BUILDINGS AND BRIDGES. B. SIZE AND SPACING SHALL BE INDICATED ON THE DRAWING. 4. ALL ELECTRICAL WORK TO BE DONE BY A LICENSED ELECTRICIAN. TO BE EXCLUSIVELY FOR WORK SPACE AND STAGING OF MATERIALS. 6. FURNISH AND INSTALL SIX (6) LSI SCOTTSDALE FIXTURES WITH RETROFIT PANELS. BUILDING CODE: SBCCI-97
LlOff GAGE STEEL POP QTS 5. ALL OVERHEAD OBSTRUCTIONS ARE TO BE REMOVE PRIOR TO ARRIVAL OF MATERIALS. 7. FURNISH AND INSTALL ALL NEW PERIMETER GUTTER. WINDSPEED: 100
A. STRUCTURAL LIGHT GAUGE STEEL SHALL CONFORM TO ASTM A446, 5. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY MEANS FOR TRASH <0
A. ALL POP RIVETS SHALL BE THE BREAK MANDREL BLIND RIVET REMOVAL. 6. PROVIDE TEMPORARY POWER SOURCE 110 VOLTS WITHIN 100 FEET OF THE STRUCTURE 8• FURNISH AND INSTALL ALL OVERFLOW SCUPPERS FOR THE NEW FASCIA WRAP. W <
GRADE B OR D AS DESIGNATED. ( )
TYPE AND SHALL CONFORM TO IFI STANDARD 114. FOR THE ERECTORS USE. a
B. STRUCTURAL LIGHT GAUGE TUBING SHALL CONFORM TO ASTM A513, B. FINISHES SHALL BE ALUMINUM OR STAINLESS STEEL. 9. FURNISH AND INSTALL ALL NECESSARY SEALANTS TO WATERPROOF FASCIA
GRADE MT1010, FY = 30 KSI, AS A MINIMUM. C. SIZE AND SPACING SHALL BE INDICATED ON THE DRAWINGS. 7. OBTAIN ALL REQUIRED PERMITS FROM LOCAL AUTHORITIES AND ARRANGE ALL LOCAL
C. BUYOUT LIGHT GAUGE STEEL SHAPES SHALL CONFORM TO THE DPOP RIVETS SHALL NOT BE USED IN STRUCTURAL APPLICATIONS UNLESS 10. FURNISH AND INSTALL ALL FASTENERS NECESSARY FOR INSTALLATION OF FASCIA
.MANUFACTURERS SPECIFICATIONS AS CALLED OUT IN THE DESIGN SPECIFICALLY CALLED FOR BY THE DESIGN CALCULATIONS. INSPECTIONS UNLESS PROVIDED BY ORANGE STATE INDUSTRIES.
a `
CALCULATIONS/DRAWINGS. %
D. DESIGN OF STRUCTURAL LIGHT GAUGE STEEL SHALL BE DONE IN
ACCORDANCE WITH THE AIS( COLD FORMED STEEL DESIGN MANUAL AVAILABLE CURRENT �
co
"'- "'"" - SCOPE BY OTHERS ,20 VOLTS / 60 HZ -
A. ALL ALUMINUM SHALL BE 3004/H14.
c
1. ALL ELECTRICAL WORK (INCLUDING CONDUITS AND (WRING) � �
WELDING
A. STRUCTURAL WELDING SHALL CONFORM TO AWS D1,1. SCOPE BY ORANGE STATE INDUSTRIES 2. ALL ON SITE PAINTING c
B. STRUCTURAL LIGHT GAUGE WELDING SHALL CONFORM TO AWS D1.3.
C. STRUCTURAL WELDING SHALL BE DONE IN THE SHOP OF A LICENSED 1. FURNISH AND INSTALL ALL SUPPORT ZEES. 3. ALL CANOPY SIGNAGE
FABRICATOR.
co
D. ALL STRUCTURAL FIELD WELDING SHALL BE PERFORMED BY A CERTIFIED 2. FURNISH AND INSTALL YELLOW SOFFIT AND GRAY STARTER TRIM. 4. ALL CANOPY DECALS
d j L WELDER.
E. AWS E70XX ELECTRODES SHALL BE USED FOR ALL STRUCTURAL WELDS. 3. FURNISH AND INSTALL SUPPORT ANGLES AND FLASHING.
EXCEPT FOR SPECIAL CLIPS.
4. FURNISH AND INSTALL ALL FASCIA PANELS.
5. FURNISH AND INSTALL ALL NECESSARY SEALANTS TO WATERPROOF FASCIA.
6. FURNISH AND INSTALL ALL FASTENERS NECESSARY FOR INSTALLATION OF FASCIA.
7. FURNISH AND INSTALL ALL 24" WAINSCOOT.
SCOPE BY OTHERS
1. ALL ELECTRICAL WORK (INCLUDING CONDUITS AND WIRING)
ALL!DEALS, DE!
INDICATED OR R
2. ALL ON SITE PAINTING OWNED BY AND
INDUSTRIES AND
VELOPED FOR U
THE SPECIFIED f
DESIGNED, ARRA
USED BY, OR
CORPORATION f,
WITHOUT THE V
STATE INDUSTRII
DESIGNED BY:
LMARTORE
SCALE:
12" = 1'-
I �y FILE CODE:
2030
JOB NUMBER:
SHEET:
I
Y
S
U
N
m
YO 1/4 BEND ALL HUB YO 1/4 BEND ALL HUB
PVC ELL PVC ELL
Q
0
CANOPY CEILING DECK
L 2 1/2 X 2 1/2 X 3/16" II ( NEW PERIMETER GUTTER 1_,1 5 APPLY CLEAR TRYPLOY SEALANT AROUND P
II I .
_ PVC ELL AND APPLY CLEAR BUSH SEALER
2 I I I III I 040 ALUMINUM GUTTER APPROXIMATELY 3" TO 4" AROUND PERIMETER co
OF PVC ELL (2300 & 2310 SEALANT) z I
cP2 - - - - -J-1- - - - - - - - - 1
- - - - - -
_ - - - - - R-- - - - - - - - ;
2 1 2 .040 ALUMINUM GUTTER 0
III - I i � f
I I I EXISTING CANOPY I I EXISTING COLUMNS i YO SDR ADAPTER
M
amO
cli
if
I x l
r��
----- ---- ---- - ---- \ I I r
GUTTER PROFILE
Ix II II XI -' I
2" X 2" X 16 GA. FASCIA SUPPORT
N I ( I I CN I /- X OF EXISTING DECK I
II II J I INSTALLATION
-- 11— _ __ _— _- -_ _ _ 11— _ _ —�_ __ _ — I 3 9/16"0 DRILLED HOLE
_ _ _ _ _ _ _
I TI TI — �� — I I 1. DRILLA 3 9/16"0 HOLE IN GUTTER. LOCATE HOLES I EXISTING
AS PER PLANS.2 1/2' 2 1/2" X 2 1/2 X 16 GA. GALV.
II II i I FASCIA BRACKETS s
2. ONCE HOLES HAVE BEEN DRILLED, PUSH THE 3"� PVC
L 2 1/2 X 2 1/2 X 3/16" II
I II � I ,
o >
FLUSH BUSHING UP THROUGH BOTTOM OF THE GUTTER PANEL JOINT SEAM SCREW
AND HOLD FIRMLY WHILE PVC CEMENT IS APPLY AND PVC "
ELL IS INSTALLED, 7
3"O OVERFLOW SCUPPERS
1 3 SDR ADAPTER
FOUR (4) REQUIRED 3. WIPE AROUND PCV ELL AND APPLY SEALANT AS SHOWN II
TYPICAL CP2 ABOVE IN THE GUTTER PROFILE
SMOOTH ALUMINUM COMPOSITE ;; 8 m
V N
FASCIA PANELS PRE-FINISHED WHITE _ _ Jam_-___ M
FRAMING PLAN SCUPPER INSTALLATION DETAIL NOTE: F MESH NE DRYADAPTER WILL BE EXPOSED, SO ---------------- a m
yCL
Z
SCALE: 3/16" = 1'-0" SCALE: 11' = 1 -0 .040 SMOOTH ALUM. STARTER Fw•+1
PRE- FINISHED WHITECL
rel
.040 SMOOTH ALUM. GUTTER vy v
TRIM PRE- FINISHED WHITE
O
li �U(�
I O
5-3" 2 PANELS ® 10'-0" = 20'-0" 5'-3"
SECTION _
ALLAST BOK SCALE: 3/4" = 1'-0" CP2
NO 04
LOCKING COLLAR INSTALLATION W
4"0 HOLE IN E4U�
4 CEILING D_ECN 1. DRILL A 4"0 HOLE IN CEILING DECK. ONCE THE HOLE HAS H,
SMOOTH ALUMINIUM COMPOSITE
cu co co
j � BEEN DRILLED, PUSH THE LIGHT UNIT UP THROUGH THE HOLE
FASCIA PANELS PRE-FINISHED UNTIL THE SPRING RELEASE SNAPS OPEN TO HOLD THE UNIT Q t cM ►an'
17 r
CHEVRON WHITE � _ IN PLACE. � � + v�
2 FROM THE TOP OF THE CANOPY, SECURE THE LIGHT UNIT
EXISTING COLUMNS ! j �` �. WITH THE LOCKING COLLAR, ct 171
I 3. POSITION THE BALLAST BOX OVER THE LAMP UNIT, SECURE E,
' INTO PLACE, az
o
� - NOTE: ALL HARDWARE IS INCLUDED WITH LIGHT UNIT. �
EXISTING
8" ALL ELECTRICAL WIRING AND CONDUITS TO BE
ISLAND � 8.. INSTALLED BY OTHERS.
-----------------------------
---L---L-------------------------- ------- --- ----------------------
2" X 2" X 16 GA. FASCIA SUPPORT----\
20 GA. GALVALUM
CEILING DECK
ELEVATION A
BRACKET
SCALE: 3/16" = 1'-0" CP2 2 1/2" X 2 1/2' X .16 GA. GALV
FASCIA BRACKETS BEAM
i
IGHT UNITa'
PANEL JOINT SEAM SCREW EXISTING .�
CN
CC)
LIGHT INSTALLATION DETAIL �____ __ __________________________________________________ a � a Ln
1 -2 1/2" 1'- 1 2" SMOOTH ALUMINUM COMPOSITE v r'
9 1/2" 10'-0" 10'-O" 9 1/2" SCALE: 3/4" - 1'-O' FASCIA PANELS PRE-FINISHED BLUE
-- --------------------- - - G .—.
co
WHITE DECAL BY OTHERS ? F' --
d - ------------------ --------------------L------------- C ) ca w Lo
-- 3 040 SMOOTH ALUM. STARTER Z co b
- CP2 j c..� J=. o
PR -
E FINISHED BLUE
.-.�
::::........................................................................................................................................................
.......................::::: f 1 6" 2' EXISTING EXISTING O w rr o a
::
CEILING DECK PRE-FINISHED O c'° Q•
.040 SMOOTH ALUM. GUTTER 9" WHITE
TRIM PRE—FINISHED WHITE j
I i
I ;
40TH ALUMINIUM COMPOSITE
FASCIA PANELS PRE-FINISHED
, cIvRON BLUE - - SECTION °=
WHITE 2 _
EXISTING COLUMNS / \ SCALE: 3/4" = 1'-0" P2
I I
I I � 1�
8" LIGHT GRAY
\ / ALL IDEALS, DESIGNS, ARRANGEMENTS AND PLANS
EXISTING \ /- INDICATED OR REPRESENTED BY THIS DRA'MNG ARE
ONNED BY AND THE PROPERTY OF ORANGE STATE
ISLAND BLUE ALUMINUM - INDUSTRIES AND WERE CREATED, EVOLVED AND DE-
I
i VELOPED FOR USE ON, AND IN CONNECTION 'NTH,
• y ,� COMPOSITE PANEL THE SPECIFIED PROJECT. NONE OF SUCH IDEALS,
, T
i �2_ ■
1 g DESIGNED, ARRANGEMENTS OR PLANS SHALL BE
USED BY, OR DISCLOSED TO ANY PERSON, FIRM OR
CORPORATION FOR ANY PURPOSE WHATSOEVER
VATHOUT THE WRITTEN PERMISSION OF ORANGE
STATE INDUSTRIES
ELEVATIONB DETAILDESIGNED BY: CHECKED BY:
3 L.MARTORELLO
SCALE: 3/16" = 1'-O" CP2 SCALE: 3/16' = 1'-O' VI"2 SCALE: DATE-
3/16"
ATE3/16" = 1'-0" 5/21/98
k ,
FILE CODE FILE NAME:
1 24X30 5037CP2
NNf NUMMI N: NOW: NAPI
rA
w37 CP
,
SHLET: IOF: ry