HomeMy WebLinkAboutPLANSDESIGN SPECIRCATIONS
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f A. STRUCTURAL. STEEL SHALL CONFORM TO ASTM A-992 GRADE 50
B. SQUARE AND RECTANGULAR TUBING SHALL CONFORM TO ASTM A500, GRADE B.
C. STEEL PIPE SHALL CONFORM TO ASTM A53, GRADE B.
D. STRUCTURAL STEEL DESIGN SHALL BE DONE IN ACCORDANCE PATH THE AISC
MANUAL OF STEEL CONSTRUCTION.
E ALL STRUCTURAL STEEL TO BE PAINTED ONE SHOP COAT OF RUST INHIBITIVE
PAINT OR EQUAL TO RUSTOLEUM.
F. STRUCTURAL STEEL FABRICATION AND ERECTION SHALL BE DONE IN
ACCORDANCE WITH THE AISC CODE OF STANDARD PRACTICE FOR STEEL
BUILDINGS AND BRIDGES.
LIGHT WOE EMS.
A. STRUCTURAL LIGHT GAUGE STEEL SHALL CONFORM TO ASTM A446,
GRADE B OR D AS DESIGNATED.
B. STRUCTURAL LIGHT GAUGE TUBING SHALL CONFORM TO ASTM A513,
GRADE MT1010, FY = 30 KS, AS A MINIMUM.
C. BUYOUT LIGHT GAUGE STEEL SHAPES SHALL CONFORM TO THE
MANUFACTURERS SPECIFICATIONS AS CALLED OUT IN THE DESIGN
CALOULATIONS/DRAWNGS.
D. DESIGN OF STRUCTURAL LIGHT GAUGE STEEL SHALL BE DONE IN
ACCORDANCE WITH THE AISI COLD FORMED STEEL DESIGN MANUAL
Aim"
A. ALL ALUMINUM SHALL BE 3004/1,114.
WEIDNO
A. STRUCTURAL WELDING SHALL CONFORM TO AWS D1.1.
B. STRUCTURAL UGHT GAUGE WELDING SHALL CONFORM TO AWS 01.1
G STRUCTURAL WELDING SHALL BE DONE IN THE SHOP OF A LICENSED
FABRICATOR.
D. ALL STRUCTURAL FIELD WELDING SHALL BE PERFORMED BY A CERPRED
WELDER.
E. AWS E70XX ELECTRODES SHALL BE USED FOR ALL STRUCTURAL WELDS.
EXCEPT FOR SPECIAL CLIPS.
' BOLTB
A. ALL BOLTS SHALL BE ASTM A325 HIGH STRENGTH BOLTS UNLESS NOTED
OTHERWISE ON THE DRAWINGS.
B. HIGH STRENGTH BOLTS SHALL BE INSTALLED USING THE 'TURN OF NUT'
TIGHTENING METHOD. BOLTS SHALL BE BROUGHT TO THE SNUG TIGHT
CONDITION AND THEN TIGHTENED 1/3 TURN.
ANGHORBOLTB
A. ANCHOR BOLTS SHALL BE OF ASTM A193 GR B7 OR HIL71 'HAS SUPER'.
B. INSTALLATION OF ANCHOR BOLTS SHALL BE IN ACCORDANCE 'NTH THE AS
CODE OF STANDARD PRACTICE, SECTION 7.5.
Sam
A. SHEET METAL SCREWS SHALL BE MADE FROM CARBON STEEL WIRE
CONFORMING TO ASTM A548.
B. SIZE AND SPACING SHALL BE INDICATED ON THE DRAWING.
FOPRV€TB
A. ALL POP RIVETS SHALL BE THE BREAK MANDREL BUND RIVET
TYPE AND SHALL CONFORM TO IFI STANDARD 114.
B. FINISHES STALL BE ALUMINUM OR STAINLESS STEELY,
• C. SIZE AND SPACING SHALL BE INDICATED ON THE DRAWINGS.
D. POP RVETS SHALL NOT BE USED IN STRUCTURAL APPLICATIONS UNLESS
SPECIFICALLY CALLED FOR BY THE DESIGN CALCULATIONS
� G711GEIE
• A ALL MATERIAL AND WORK SHALL CONFORM TO THE ACI 318 SPECIFICATIONS
�:-- FOR -McDESGN-AND-PLACEMENT-OF-CONCRETE`
. B. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM
A615 GRADE 60.
J C. CONCRETE MIX DESIGNED FOR 3000 PSI, 0.55 MAXIMUM WATER/CEMENT RATIO
FOUNDATION
A FOUNDATION DESIGN IS BASED ON AN ASSUMED SOIL BEARING
CAPACITY OF 2500 PSF.
GENERAL NOTES
1. THE GENERAL CONTRACTOR SHALL SROFY ALL DIMENSIONS AND
CONDITIONS ON THE JOB SITE PRIOR TO ERECTOR STARTING WORK.
ANY DEVIATIONS FROM THESE DRAWINGS DUE TO FIELD CONDITIONS SHALL
BE BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER FOR
MODIFICATIONS.
2. THE GENERAL CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION DURING
CONSTRUCTION TO COMPLY WITH LOCAL CODES. FEDERAL AND OSHA REGULATIONS
3. THE GENERAL CONTRACTOR SHALL GRADE, BACK FILL, LEVEL. AND OTHERWISE
PREPARE THE JOB SITE FOR SAFE WORKING CONDITIONS PRIOR TO ERECTION
OF ANY KIND.
4. NO STEEL SHALL BE ERECTED ON THE FOOTINGS UNTIL THE CONCRETE HAS
CURED FOR A MINIMUM OF THREE (3) DAYS.
5. ALL ELECTRICAL WORK TO BE DONE BY A LICENSED ELECTRICIAN.
6. A TYPICAL FOUNDATION DESIGN WLL BE PROVIDED BY BEST INDUSTRIES.
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT SOIL CONDITIONS
AT THE STE ARE ADEQUATE FOR TYPICAL FOUNDATIONS PROVIDED. UPON REQUEST,
BEST INDUSTRIES YELL PROVIDE THE REQUIRED DESIGN LOADS AND ANCHOR
BOLT PATTERNS FOR A CUSTOM FOUNDATION DESGN BY OTHERS
7. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY MEANS FOR TRASH
REMOVAL
& TYPICAL FOOTING DESIGN IS BASED ON AN ASSUMED SOIL BEARING CAPACITY CE
2500 PST UNLESS A SOIL REPORT IS PROVIDED BY OWNER.
SITE CONDRIONS
1. PROVIDE A DRIVE ACCESSIBLE AREA TO WITHIN 15'-0' OF THE PERIMETER OF THIS
STRUCTURE IN ORDER TO UNLOAD MATERIALS AND PERFORM WORK
2. FILL ALL OPEN TANK HOLES AND TRENCHES WITHIN 15'-0' OF THE PERIMETER
OF THIS STRUCTURE FROM THE TIME THAT THE STRUCTURE ARRIVES AND UNTIL
ERECTION IS COMPLETE.
3. THE JOB SITE MUST BE DRY ENOUGH FOR VEHICLES AND PERSONNEL TO PERFORM
WORK. IF NECESSARY THE GENERAL CONTRACTOR SHOULD LAY GRAVEL IN
EXCESSIVELY MUDDY AREA TO ENSURE ADEQUATE WORK CONDITIONS.
4. POURED CONCRETE PAVING UNDER AND AROUND THE PERIMETER OF THIS STRUCTURE
TO BE EXCLUSIVELY FOR WORK SPACE AND STAGING OF MATERIALS
SHELL
NEW CANOPY
30'-0" x 60'-0"
36" FASCIA
FOR LOCATION AT-
THESE PLANs
ARE SUB ECT AND ALL PROP
" QUIRED S O ANY CORRPIELDINfOS pD W DI RK
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1. VERIFY ALL ITEMS UNDER STE 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.
DESIGN CRITERIA
BUILDING CODE
LIVE LOAD:
DEAD LOAD:
WIND SPEED.
WIND IMPORTANCE FACTOR:
BUILDING CATEGORY. -
WIND EXPOSURE
INTERNAL PRESSURE COEFFICIENT:
DESIGN WIND PRESSURE LATERAL:
DESGN WIND PRESSURE UPUFB
AVAILABLE CURRENT
120 VOLTS / 60 HZ
SPECIFICATIONS
S. ALL OVERHEAD OBSTRUCTIONS ARE TO BE REMOVED PRIOR TO ARRIVAL OF MATERIALS.
8. INSTALL OVERFLOW SCUPPERS AND WATERPROOF ENTIRE GUTTER.
CANOPY FRAMING PLAN
6. FOOD, SET AND POUR FOUNDATIONS AS PER PROVIDED FOUNDATION PLAN. ALL
9. INSTALL DECK SUPPORTS AT COLUMNS WHERE DECK RIBS WERE CUT
FORMS STALL BE REMOVED PRIOR TO ARRIVAL OF MATERIALS AND ALL ANCHOR
FOR INSTALLATION PURPOSES
CANOPY ELEVATIONS
BOLT THREADS SHALL BE FREE OF DEBRIS AND DUST AND SHALL BE ACCESSIVBLE
-CANOPY
10. WATERPROOF THE ENTIRE CANOPY AND DEAN ALL PRE -FINISHED
FOUNDATIONS
7. ALL ANCHOR BOLTS NUTS INSTALLED) SHALL BE SET AT PROPER ELEVATIONS NTH -
(NTH
MATERIALS. ALSO, TOUCHUP ALL EXPOSED FASTENERS.
FASCIA SECTIONS
WITH NO MORE THAN 1/4' TOLERANCE
8. PROVIDE TEMPORARY POWER SOURCE (110 VOLTS) WITHIN 100 FEET OF THE STRUCTURE
11. CLEAN UP ALL B.I. DEBRIS AND REMOVE FROM JOB SITE
(EACH DAY AND AFTER COMPLETION)
CANOPY LIGHTING PLAN
FOR THE ERECTORS USE
9. OBTAIN ALL REWIRED PERMITS FROM LOCAL AUTHORITIES AND ARRANGE ALL LOCAL NOTE ALL METAL SHAVINGS MUST BE REMOVED FROM CANOPY
INSPECTIONS UNLESS FRONDED BY BEST INDUSTRIES. EACH DAY. FILE
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3' OVERFLOW SCUPPER
(TYP. 6 PLACES)
---------- 0------------���----
�HSS12'0 x W COLUMN
\\(TYPICAL 2 PLACES) v
\\ NEW 14' X 14' X 18'
\ CONCRETE MATT
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EXISTING CONCRE ` (TYPICAL 6 PLACES)
FOOTER BELO -�
------ --------------------
-
STEEL STRUCTURE SIZES:
STEEL YIELD GRADE KSI , MIN.
COLUMNS C1
HSS12'0 x 3 8'
35
YOKE/HEADER BEAM Y1
W14 X 53
50
STRINGER/HANGING BEAM
S1
W14 X 34
50
ANGLE BRACING
L 2-1/2' x 2-1/2' x 3 16'
36
314
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j14 HEX TEK STITCH SCREW 16' O.C.
(AT EVERY MID -SPAN OF BEAMS)
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!OGA GALVALUME STEEL DECK
PANEL SYSTEM BY CHEROKEE
METALS, A792-GRAD AZ-50
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HUSTAD BEST INDU���---S77733,TRIES INC.
7485 COMMERCIAL CIRCLE * FT. PIERCE, FL 34951
STRUCTURAL ENGINEERING, LLC SCALE' 3/16" = 1'-0" APPROVED BY: DRAWN By'
D.A.G.
CA 9643 DAZE: 03 20 O6 SHEET
744 VIA TOSCANA (561) 798-7750 Office C-02
WELLINGTON. FL 33414 (561) 798-7752 Fcx DESCWPGON: DWG. FllE NAME:
P.E. #44996 30'-0" X 60'-0" 263 C-02
S.I. #698 745
DAVID L. HUSTAD, P.E. 6/21/06 SHELL .roe "°NBER:
2 799 N US HWY 1 FT. PIERCE, FL 34946 AJ04-271
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HSS 12.0 X 3/6' COLUMN
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HSS 12'/ X 3/6' COLUMN
(TYP. 2 PLACES)
WE ELEVATION
SCALE: 3/16' = 1'-0'
YELLOW ACM FASCIA
OF DRIVE
YELLOW ACM FASCIA
FRONT ELEVATION
SCALE 3/16' = 1!-0'
IYP.
HUSTAD
STRUCTURAL ENGINEERING, LLC
CA 9843
744 VIA TOSCANA (561) 798-7750 Office
WELUNGTON, FL 33414 (561) 798-7752 Fax
P.E. #44996
S.I. #6986745
DAME)L HUSTAD, P q�_,�/21/06
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PER CONNECTION
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BEST
INDUSTRIES
INC.
7485 COMMERCIAL
CIRCLE * FT. PIERCE, FL 34951
SCALE: 3/1 6"
= 1'-0"
APPROVED BY:
DRAWN BY: D.A.(
)ESCRIPNON:
DWO. FIE NAME
30',-0"
X 60'-0"
263 C-02
SHELL
JOB NUMBER`
2799 N. US HWY 1
FT. PIERCE; FL
AJ04-271
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ALL (4) SIDES OF FOOTER
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w/ 8' EPDXY EMBED AROUND
THICKENED SLAB TS COLUMN
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w/ 30' EPDXY EMBED,_ASTM A193
GR B7 OR Hun 'HAS SUPER'.
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SCALE: 1' = 1'-0'
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3/4' X 4' X 6' GUSSETS
(TYP. 4 PLACES)
HSS12'0 x V COLUMN
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1 1/4'0 ANCHOR BOLTS
1X' X 20' X 1'-8'
BASE PLATE T812 X 12 X ON
SCALE 1' = 1'-0'
�EXISDNG FOOTING.
ACTUAL FOOTER SIZE
HUSTAD
STRUCTURAL ENGINEERING, LLC
TO BE FIELD VERIFIED
CA 9843
744 VIA TOSCANA (561) 798-7750 Office
WEWNGTON, FL 33414 (561) 798-7752 Fox
P.E. #44996
S.I. #6986745
DAVID L HUSTAD, P,E.
BEST INDUSTRIES INC.
7485 COMMERCIAL .CIRCLE * FT. PIERCE FL 34951
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RAWN en D.A.G.
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30'-0" X 60'-0" 263 C-04
SHELL , JOB NUMBER:
2799 N. US HWY 1 FT. PIERCE, FL AJ04-271
#12 HEX TEK (2) PER BRACKET
#12 HEX TEK 016'
' 1/8' RIVET 016'
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F2 HEX TEK 016' O.C.
#12 HEX TEK (2 PER BRACKET)
•16CA GALVANIZED 2' x 2' ANGLE
(CONTINUOUS AT PERIMETER)
L2 Ji' X 2 Jf X 16GA GALVANIZED
WELDED BRACKET 0 4'-0' O.C., (TYP.)
(4) 5/B'4 A325 BOLTS
— SEE TYP.
BRACING DETAIL .s
• HEX TEK
PER BRACKET)
GALVANIZED DECK
(2 PER CONNE
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SECTION A -A
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METER GUTTER
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(LOCATION ON FRAMING PLAN)
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WELDED BRACKET 0 4'-0' O.C., (TYP.)
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INDUSTRIES INC.
7485 COMMERCIAL CIRCLE * FT. PIERCE
FL 34951
STRUCTURAL ENGINEERING, LLC
SC.,c• 1" = 1--0"
APPROVED BY.
DRAW ar. D.A.G.
DAZE: 03 20 O6
sxE>:r C-05
CA 9843
744 VIA TOSCANA
WEWNGTON. FL 33414
P.E. #44996
(561) 798-7750 Office
(551) 798-7752 Fax
DESCRJPTIDN:
30'-0" X 60'-0"
DING. FILE NAME
263 C-05
SHELL
2799 N. US HWY 1
FT. PIERCE, FL
JOBNUMBER:DAVID
AJ04-271
S.I. #6986745
L. HUSTAD 8/21/06
P.
3/160—}12'-8 7/16' 12'-8 7/16' 12'-8 7/16' 1 12'-8 7/16'4'-7
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LOCKING COLLAR 1. DRILL A rO HOLE IN CEILING DECK. ONCE THE HOLE HAS
4' 0 HOLE IN BEEN
THEDRILLED.
PUSH THE SPRING RELEASE�SNAPSIT UP OPEN TOROUGH THE HOLD THE UNIT
CEILING DECK IN PLACE I FIL
WITH THE LOCKNG COLLAR.
J. POSITION THE BALLAST BOX OVER THE LAMP UNIT, SECURE
INTO PLACE
8'
LIGHT UNIT NOTE. ALL HARDWARE IS INCLUDED WITH LIGHT UNIT.
ALL ELECTRICAL WIRING AND CONDUITS TO BE
INSTALLED BY OTHERS.
EST
soALC'3/16" = 1'—O"
30'-0" X 60'-0"
INDUSTRIES
%L CIRCLE * FT. PIE
APPROVED BY.'
SHELL
2799 N. US HWY 1 FT. PIERCE, FL
INC.
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DRAWN Br. D.A.G.
BNB ° C-06
DWO. FILE NAME
263 C-06
JOB NUMBER:
AJ04-271
60'-0'
3/16'-}---12'-8 7/16' 12'-8 7/16' 12'-8 7/16'
a
12'-8 7/16'4'-7 3/16'
LSI SCOTTSDALE LIGHT FIXTURE
(TYP. 10 PLACES)
--------- •- - - - - - - - - - - - - - - - - - - - - +----------------------- ------------ ----------
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BALLAST BOX INSTALLATION
' LOCIONG COLLAR 1. DRILL A 4'4 HOLE IN CEILING DECK. ONCE THE HOLE HAS
4' / HOLE IN BEEN DRILLED, PUSH THE LIGHT UNIT UP THROUGH THE HOLE
CEILING DECK UNIIN LATH SPRING RELEASE SNAPS OPEN TO HOLD THE UNIT ate
2 FROM THE TOP OF THE CANOPY, SECURE THE LIGHT UNIT
3. POSITION THE BALLAST BOX OVER THE LAMP UNIT, SECURE
8' INTO PLACE
8'
LIGHT UNIT NOTE: ALL HARDWARE IS INCLUDED WITH LIGHT UNIT.
ALL ELECTRICAL WIRING AND CONDUITS TO BE
INSTALLED BY OTHERS.
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APPROVED BY:
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