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DESICTN SPECIFICAT9 °``e
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PLAN REVIEW
811LCIIRAL
A STRUCTURAL STEEL SHALL CONFORM TO ASTM A-50.
B. SQUARE AND RECTANGULAR TUBING SHALL CONFORM
B
C. STEEL PIPE SHALL CONFORM TO ASIM A53, GRADE B.
DAT
D. STRUCTURAL STEEL DESIGN SHALL BE DONE IN ACCORDANCE WITH THE AISC
MANUAL OF STEM CONSTRUCTION.
JUN O 9 7020 EL C.
E. ALL STRUCTURAL STEEL TO BE PAINTED ONE SHOP COAT OF RUST INHIBITIVE
PAINT OR EQUAL TO RUSTOLEUM.
permitting Department DATE:
F. STRUCTURAL STEEL FABRICATION AND ERECTION SHALL. BE DONE IN
St. Lucie County
ACCORDANCE WITH THE AISC CODE OF STANDARD PRACTICE FOR STEEL
PLUMB:
BUILDINGS AND BRIDGES.
DATE:
LIGHf 64`E STEEL
MECH:
A STRUCTURAL LIGHT GAUGE STEEL SHALL CONFORM TO ASTM A653/A
GENERAL NOTES DATE:
B. STRUCTURAL LIGHT GAUGE TUBING SHALL CONFORM TO ASTM A513,
GRADE MT1O10, FY = 30 KSI, AS A MINIMUM.
1. THE GENERAL CONTRACTOR SHALL
C. BUYOUT LIGHT GAUGE STEEL SHAPES SHALL, CONFORM TO THE
CONDITIONS ON THE JOB SITE PRIOR TO ERECTOR STARTING WORK.
MANUFACTURERS SPECIFICATIONS AS CALLED OUT IN THE DESIGN
ANY DEVIATIONS FROM THESE DRAWNGS DUE TO FIELD CONDITIONS SHALL
CALCULATIONS/DRAWINGS.
BE BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER FOR
D. DESIGN OF STRUCTURAL LIGHT GAUGE STEEL SWW. BE DONE IN
MODIFICATIONS
ACCORDANCE WITH THE A1SI COLD FORMED STEEL DESIGN MANUAL
2. THE GENERAL CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECIION DURING
ALUMINUM
CONSTRUCTION TO COMPLY WITH LOCAL CODES. FEDERAL AND OSHA REGULATIONS.
A ALL ALUMINUM SHALL BE 3OD4/H14.
3. THE GENERAL CONTRACTOR SHALL GRADE, BACK FILL, LEVEL AND OTHERWISE
PREPARE THE JOB SITE FOR SAFE WORKING CONDITIONS PRIOR TO ERECTION
Wf3DN0
OF ANY KIND.
A STRUCTURAL WELDING SHALL CONFORM TO AWS D1.1.
4. NO STEEL SHALL BE ERECTED ON THE FOOTINGS UNTIL THE CONCRETE HAS
B. STRUCTURAL LIGHT GAUGE WELDING SHALL CONFORM TO AWS D1.3.
CURED FOR A MINIMUM OF THREE (3) DAYS.
C. STRUCTURAL WELDING SHALL BE DONE IN THE SHOP OF A LICENSED
FABRICATOR
5. ALL ELECTRICAL WORK TO BE DONE BY A LICENSED ELECTRICIAN.
D. ALL STRUCTURAL FIELD WELDING SHALL BE PERFORMED BY A CERTIFIED
" WELDER.
6. A TYPICAL FOUNDATION DESIGN WILL BE PROVIDED BY BEST INDUSTRIES
E. AWS E709 ELECTRODES SHALL BE USED FOR ALL STRUCTURAL WELDS.
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT SOIL CONDITIONS
EXCEPT FOR SPECIAL CUPS.
AT THE SITE ARE ADEQUATE FOR TYPICAL FOUNDATIONS PROVIDED. UPON REQUEST,
BEST INDUSTRIES WILL PROVIDE THE REQUIRED DESIGN LOADS AND ANCHOR
BOLTS
BOLT PATTERNS FOR A CUSTOM FOUNDATION DESIGN BY OTHERS.
A ALL BOLTS SHALL BE ASIM A325 HIGH STRENGTH BOLTS UNLESS NOTED
7. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY MEANS FOR TRASH
OTHERWISE ON THE DRAWINGS
REMOVAL '
B. HIGH STRENGTH BOLTS SHALL BE INSTALLED USING THE "TURN OF NUI
TIGHTENING METHOD. BOLTS SHALL BE BROUGHT TO THE SNUG TIGHT
8. TYPICAL FOOTING DESIGN IS BASED ON AN ASSUMED SOIL BEARING CAPACITY OF
CONDMON AND THEN TIGHTENED 1/3 TURN.
2000 PSF UNLESS A SOIL REPORT IS PROVIDED BY OWNER.
ANCHOR BOLTS
A ANCHOR BOLTS SHALL BE OF ASIM A307 MATERIAL
SITE CONDITIONS
B. INSTALLATION OF ANCHOR BOLTS SHALL BE IN ACCORDANCE WOH THE A15I
CODE OF STANDARD PRACTICE, SECTION 7.5.
1. PROVIDE A DRIVE ACCESSIBLE AREA TO WITHIN 15'-0' OF THE PERIMETER OF THIS
STRUCTURE IN ORDER TO UNLOAD MATERIALS AND PERFORM WORK.
SCREWS
2 FILL ALL OPEN TANK HOLES AND TRENCHES WITHIN 15'-0' OF THE PERIMETER
A SHEET MEALL SCREWS SHALL BE MADE FROM CARBON STEEL WIRE
OF THIS STRUCTURE FROM THE TIME THAT THE STRUCTURE ARRIVES AND UNTIL
B. SIZE AND SPACING SHALL BE INDICATED ON THE DRAWING.
ERECTION IS COMPLETE.
POPMEIS
3. THE JOB SITE MUST BE DRY ENOUGH FOR VEHICLES AND PERSONNEL TO PERFORM
WORK. IF NECESSARY THE CENEM CONTRACTOR SHOULD LAY GRAVEL IN
A ALL POP RUM SHALL BE THE BREAK MANDREL BLIND RIVET
EXCESSIVELY MUDDY AREA TO ENSURE ADEQUATE WORK CONDITIONS.
TYPE AND SHALL CONFORM TO IFI STANDARD 114.
B. FINISHES SHALL BE ALUMINUM OR STAINLESS STEEL
4. POURED CONCRETE PAVING UNDER AND AROUND THE PERIMETER OF THIS STRUCTURE
C. SIZE AND SPACING SHALL BE INDICATED ON THE DRAWINGS.
TO BE EXCLUSIVELY FOR WORK SPACE AND STAGING OF MATERIALS
D. POP RIVETS SHALL. NOT BE USED IN STRUCTURAL APPLICATIONS UNLESS
SPECIFICALLY CALLED FOR BY THE DESIGN CALCULATIONS.
5. ALL OVERHEAD OBSTRUCTIONS ARE TO BE REMOVED PRIOR TO ARRIVAL OF MATERIALS.
_ CONCIM
6. FORM, SET AND POUR FOUNDATIONS AS PER PROVIDED FOUNDATION PLAN. ALL
FORMS SHALL BE REMOVED PRIOR TO ARRIVAL OF MATERIALS AND ALL ANCHOR
A ALL MATERIAL AND WORK SHALL CONFORM TO THE ACI 318 SPECIFICATIONS
BOLT THREADS SHALL BE FREE OF DEBRIS AND DUST AND SHALL BE ACCESSIVBLE
FOR THE DESIGN AND PLACEMENT OF CONCRETE
B. REINFORCING STEEL SRA L BE DEFORMED BARS CONFORMING TO ASIM
7. ALL ANCHOR BOLTS (WITH NUTS INSTALLED) SHALL BE SET AT PROPER ELEVATIONS
A615 GRADE 60.
WTH NO MORE THAN 1/4' TOLERANCE
C. CONCRETE MIX DESIGNED FOR 30DO PSI
S. PROVIDE TEMPORARY POWER SOURCE (110 VOLTS) WITHIN 100 FEET OF THE STRUCTURE
TOUDATDN
FOR THE ERECTORS USE
A FOUNDATION DESIGN IS BASED ON AN ASSUMED SOIL BEARING
9. OBTAIN ALL REQUIRED PERMITS FROM LOCAL AUTHORITIES AND ARRANGE ALL LOCAL
CAPACITY OF 2000 PSF.
INSPECTIONS UNLESS PROVIDED BY BEST INDUSTRIES.
CUMBERLAND FARMS
NEW CANOPY'
48'-0' X 53'-2"
36" FASCIA
FOR LOCATION AT
Mlh. SETBACKREQ,
FRONTA,
SIDES
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10975 SOUTH ALA z
JENSEN BEACH, FLORIDA 34957sCANNED
BY -1.
os
St. Lucie Countv
1. VERIFY ALL ITEMS UNDER SITE CONDITIONS. IF THESE ITEMS HAVE NOT
BEEN ADDRESSED, CONTACT YOUR SUPERVISOR PRIOR TO UNLOADING
MATERIALS.
2. VERIFY DIMENSIONS OF ALL FOOTING LOCATIONS PRIOR TO UNLOADING
MATERIALS
3. DESIGNATE A SAFE AND SECURE. STAGING AREA AND UNLOAD MATERIALS.
4. SET LEVELING NUTS TO PROPER ELEVATIONS
NOTE ALL LEVELING NUTS TO BE AT SAME ELEVATION.
5. SET COLUMNS IN PLACE LEVEL, PLUM, AND TIGHTEN NUTS ON ALL
COLUMNS PRIOR TO FURTHER INSTALLATION.
6. INSTALL ALL OVERHEAD STEEL FRAMING. ONCE ALL FRAMING HAS BEEN
INSTALLED, SQUARE UP FRAMING BY VERIFYING LATERAL DIMENSIONS.
7. CLEAN ALL DECK PRIOR TO INSTALLATION. ALSO INSTALL FASTENERS
AT CENTERLINE OF ALL DECK RIBS
8. INSTALL OVERFLOW SCUPPERS AND WATERPROOF ENTIRE GUTITR
9. INSTALL DECK SUPPORTS AT COLUMNS WHERE DECK RIBS WERE CUT
- FOR INSTALLATION. PURPOSES.
10. WATERPROOF THE ENTIRE CANOPY AND CLEAN ALL PRE -FINISHED
MATERIALS. ALSO, TOUCHUP ALL EXPOSED FASTENERS.
11. CLEAN UP ALL B.I. DEBRIS AND REMOVE FROM JOB SITE
(EACH DAY AND AFTER COMPLETION)
Il L_1 i II_ i.:
BUILDING CODE 2014 FSC (5TH ED.) & ASCE 7-10
LIVE LOAD:
20 PSF
DEAD LOAD:
20 PSF
WIND SPEED (Vult):
170 MPH
WIND SPEED (Vasd):
132 MPH
BUILDING CATEGORY:
u
WIND EXPOSURE
a
INTERNAL PRESSURE COEFFICIENT:
+/- 0.00 (OPEN)
DESIGN WIND PRESSURE LATERAL
+29.8/-41.7 PSF
DESIGN WIND PRESSURE UPLIFT:
+9.9/-59.6 PSF
AVAILABLE CURRENT
120 VOLTS / 60 HZ
DRAWING SEQUENCE
SPECIFICATIONS
C-01
CANOPY PLAN VIEW
C-02
CANOPY ELEVATIONS
C-03
COLUMN FOUNDATIONS
C-04
FASCIA SECTIONS
C-05
CANOPY LIGHTING PLAN
C-06
NOTE' ALL METAL SHAVINGS MUST BE REMOVED FROM cANopECEIVED
EACH DAY. F . gg COPA&Y
St.
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ALL IDIDAIS, DESIGN$ ARRANGOADN5 AND
PLANS MDICATIM OR R7R64NIFD BY THIS
DRAWING ARE ORO BY AND THE
PROPERTY
OF BEST INDUSIHES AND WEE CNFATM,
EVOLVED, AND DEWUPED FOR USE ON, AND
IN CRDWON WITH THE SPECIFIED
PRDIECT.
NONE OF SUCH MEALS. DESONS
ARRANGEMENTS OR PLANS SHAH
BE USED
BY OR'DISCLDSED TO ANY PERSDN,
FIRM, OR
CORPORATION FOR ANY PURPOSE
WHA130EYFR WITHOUT THE WffY0N
PERMISSION OF BEST INDUSTRES
17=2627
4/21 /17
FILE NAME
17-2627 C-01
0
D.G.
MEER:
C-01
1 OF6
STRUCTURAL STEEL SIZES:
COLUMNS (Cl)
10" X 10" X 1/4"
YOKE/HEADER BEAM (Y1)
W14 X 34
STRINGER/HANGING BEAM (S1)
W14 X 26
ANGLE BRACING
2 1/2" X 2 1/2" X 3/16"
ALL IDEALS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS
DRABRIG ARE OWED BY AND THE PROPERTY OF BEST INDUSTRIES AND WERE CREATED,
EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECTION WIN THE SPECIFIED
PROJECT. NONE OF SUCH MEALS, DESIGN% ARRANGEMENTS OR PLANS SHALL BE USED
BY OR DISCLOSED TO ANY PERSON, FIRM. OR CORPORATION FOR ANY PURPOSE
YNATSOEVER NHHOUT THE VRTIEN PERMISSION OF BEST INDLISRUES
53'-2"
30,-0"
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(TYP. 6 PLACES) CEILING DECK PANELS
16" WIDE X 3" TALL
CANOPY PLAN VIEW
SCALE: 1/8" = 1'-O"
JUN 0 9
Permitting DE
St. Lucie i
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(CONTINUOUS AT PERIMETER)
EXISTING CONCRETE COLUMN FOOTER
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7485 COMMERCIAL CIRCLE * FT. PIER
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6/21/17
MPDON:
48'-0" X 53'-2"
CUMBERLAND FARMS
10975 S A1A JENSEN BEACH, FL 34957
FL 34951
RABN BY: DIG
" ' C-02
VIG. FILE NAME
17-2627 C-
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ALL IDFAI$ DESIGNS. ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS
DRANNG ARE OWNNNED BY AND THE PROPERTY OF BEST INDUWM AND YEIE CREATED,
EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECTION NTH THE SPECIFIED
PROJECT. NONE OF SUCH IDEALS, DESIGN% ARRANGEMENTS OR RAMS SHALL BE USED
BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE
WHATSOEVER WTHOUT THE WRITTEN PERMISSION OF BEST INDUSTRIES
ALCOA "OUTRAGEOUS GREEN" STRIPE HH HI 1
ACM CANOPY FASCIA
HIVE SHELL WHITE MOLDING
NORTH ELEVATION
SCALE: 1/8" = 1'-0"
—0"
� 8" ALCOA "OUTRAGEOUS GREEN" STRIPE
ALCOA ACM CANOPY FASCIA
CORATIVE SHELL WHITE MOLDING
EAST ELEVA1ON
SCALE: 1/8' = V-0"
7"X33"COLUMN SHROUD
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17"X33"COLUMN SHROUD
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EXISTING GAS DISPENSER
TO REMAIN
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7"X33"COLUMN SHROUD
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EXISTING GAS DISPENSER
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SCALE: 1/8" = 1'-0"
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Mills, Short 8 Associa
* 7485 COMMERCIAL CIRCLE * FT. PIERCE, FL 34951
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SCALE �/8++ _ 1+—On
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APPROVED BY:
DRAWN BY: DG.
800 Eighth Street PHONE: _
1
DAT-� 6/20/17
I
SHEET/ C-03
VemBeach,Florida32962 772.226.7282 (Vem Beach)=
561.619.3097 (Pam Beach G4vw)1
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OWG FILE NAME
4500 PGA BNd., Sude 301A VVEBSITE:
Jun 9.2Q7�
Palm Beach Gardens, FL 33418 W NUIISShodAssociates.wn
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17-2627 C-03
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TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE HAS BEEN DESIGNED ld/'l
ACCOROANCEWITN SECTION 1609 OF THE 2014 FLORIDA BUILDING CODE(STH /
� FC R`..P•
S
•AL\�\�
\��\ CUMBERLAND FARMS
JOB NUNBQi:
EDITION). NO OTHER CERTIFICATIONS ARE EXPRESSED OR IMPLIED.
10975 S A1A JENSEN BEACH, FL 34957
17-2627
t
10" X 10" COLUMN I I TOP OF DRIVE
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W/3" COVERAGE OF ° d a' LONG WITH 6" HOOK (TYP. OF 4 PER c
CONCRETE ON d° a a COLUMN)
EACH SIDE _ a NOTE: BASED ON REVIEW OF THE EXISTING
a PERMITTED, INSTALLED CANOPY SYSTEM
a °• .ON -SITE.
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ALL MEALS. DESIGNS. ARRANG]BNTS AM PLANS INDICATED OR REPRESEN1ED BY THIS
DRAWING ARE OWNED BY ANDjHE PROPERTY OF BEST NDUSIRES AND WEE CREATED,
EVOLVED, AND DEVELOPED FOR USE ON, AND N COMEC11ON NTH THE SPECIFIED
PROJECT. NONE OF SUG4 IDEALS, DESIGNS, ARRANGf10TS OR BANS SNAIL BE USED
-BY OR DISIOSD TO ANY PERSON. FIRM, OR CORPORATOR FOR ANY PURPOSE
WHATSOE\ER WITHER THE WRITTEN PERMISSION OF BEST INDUSTRIES.
EXISTING COLUMN FOOTER
SCALE: 1" = 1'-0"
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JUN 0 91010
PL3/4" X 10" X 18° permitting Department
5t. Lucie County
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2 EACH COLUMN \\\`Q� *
NEW TOP PLATE DETAIL �4�
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BEST INDUSTRIES INC.
7485 COMMERCIAL CIRCLE * FT. PIERCE,
FL 34951
8 11, = 1'-01,
APPROVED BY:
DRAWN BY: DIG
6/21/17__d
.. E`r' C-04
RIPTION:
DWG. FILE NAME
48'-0" X 53'-2"
17-2627 C-04
CUMBERLAND FARMS
JOB NUMBER:
10975 S A1A JENSEN BEACH, FL 34957
17-2627
#12 HEX TEK ® 12" O.C. MAX.
#12 HEX TEK (2 PER BRACKET)
16CA GALVANIZED 2 1/2" x 2 1/2" ANGLE
(CONTINUOUS AT PERIMETER)
L2 1/2" X 2 1/2" X 16GA GALVANIZED
WELDED BRACKET ® 4'-0" O.C.
GALVANIZED DECK CUPS
(2 PER CONNECTION)
20GA CEILING DECK PANELS
I SECTION A -A
SCALE: 1" = V-O"
4 HEX TEK
PER BRACKET)
L2 1/2" X 2 1/2" X 3/16"
STEEL ANGLE
0
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#12 HEX TEK ® 12" O.C. MAX.
#12 HEX TEK (2 PER BRACKET)
16GA GALVANIZED 2 1/2" x 2 1/2" ANGLE
(CONTINUOUS AT PERIMETER)
L2 1/2" X 2 1/2" X 16GA GALVANIZED
WELDED BRACKET 9 4'-0" O.C.
1 /--(4) 5/8"0 A325 BOLTS
0
4 HEX TEK
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PERIMETER GUTTER DETAIL
SECTION B-B
SCALE: 1" = V-0"
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1UN 0 9 2020
Permitting DepartmE
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RAIN LEADER R\RR�TTTLTL
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TYPICAL OVERFLOW DETAIL _PERIMETER GUTTER DETAIL
T SCALE: 1 1/2' = 1'-0" SCALE: 1 1/2" = r-o" BEST INDUSTRIES INC.
7485 COMMERCIAL CIRCLE * FT. PIERCE, FL 34951
SCALE 1 " = 1'-0" APPROVED BY. DRAWN BY: D.G.
DATE 4/21 /17 C-05
All. IDEALS, DESGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DESCRIPTION: DWG. TILE NAME
DRAWING ARE OWNED BY AND THE PROPERTY OF BEST INDUSTRIES AND WERE CREATED,
EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECTOR WITH THE SPECFIm 48'-0" X 53'-2" 17-2627 C-05
PROJECT. NONE OF SUCH IDEALS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED CUMBERLAND FARMS DOB NUMBER:
BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATOR FOR ANY PURPOSE
WHATSOEVER WITHOUT THE WRITER PERMISSION OF BEST INDUSRES. 10975 S Al A JENSEN BEACH, FL 34957 17-2627
TOP OF DRIVE
EXISTING COLUMN FOOTER
SCALE: 1" = 1'-0"
ALL IDEALS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS
DRAWING ARE OWNED BY AND THE PROPERTY OF BEST PNDUSNIFS AND WERE CREATE),
EVOLVED, AND DEVE-OPED FOR USE ON, AND IN CONNECTION WITH THE SKCIRED
PROJECT. NONE OF SUCH IDEALS, DESIGNS ARRANGEMENTS DR PLANS SHALL BE USED
BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE
WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BEST INDUSIRRS
MUST BE EQUAL
THICKENED SLAB
TO TOP OF FOOTER
1 -6" (4) 13/16"0 HOLES
1 -2" FOR 3/4"0 BOLTS
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SCALE: 1" = 1'-0"
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DATE` 4/21 /17 sN¢T s C-04
DESMPTION: DWG. FIM NAME
48'-0" X 53'-2" 17-2627 C-04
CUMBERLAND, FARMS JOB NUMBER:
10975 S A1A JENSEN BEACH, FL 34957 17-2627
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