HomeMy WebLinkAbout2022-02-01_CHEM TECH HOLDING_CRANE STRUCTURAL-Rev1-SEALEDAB ANCHOR BOLT
A.F.F. ABOVE FINISH FLOOR
ADJ ADJACENT
AL ALUMINUM
ARCH ARCHITECTURAL
ATT ATTACHED
BD BOARD
BLDG BUILDING
BM BEAM
BOT BOTTOM
BLKG BLOCKING
BRG BEARING
CJ CONTROL JOINT
CL CENTERLINE
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
COND CONDITION
CONT CONTINUOUS
CONST CONSTRUCTION
CSK COUNTERSINK
C.O. CASED OPENING
C.T. CERAMIC TILE
CLG CEILING
C.M. CROWN MOULD
C.R. CHAIR RAIL
D DRYER
d PENNY
DBL DOUBLE
DET DETACHED
DIA DIAMETER
DIR DIRECTION
DN DOWN
DR DOOR
DW DISHWASHER
DWG DRAWING
DS DOWNSPOUT
DTL DETAIL
EA EACH
EXP JT EXPANSION JOINT
ELEC ELECTRICAL
EL ELEVATION
EQ EQUAL
EQUIP EQUIPMENT
EXP EXPANSION
EXT EXTERIOR
FD FLOOR DRAIN
FDN FOUNDATION
FL FLOOR
FP FIREPLACE
FR FRAME
FT FOOT/FEET
FTG FOOTING
GA GAUGE
GALV GALVANIZED
GC GENERAL CONTRACTOR
GEN GENERAL
GRADE TOP OF FINISH GRADE
GYP GYPSUM
HDWR HARDWARE
HDWD HARDWOOD
HGT HEIGHT
HOR HORIZONTAL
HR HOUR
HDR HEADER
HB HOSE BIBB
ID INSIDE DIAMETER
INS INSULATION
INT INTERIOR
ID INSIDE DIAMETER
JT JOINT
KSI KIPS PER SQUARE INCH
LT LIGHT
LV LOUVER
LT LAUNDRY TUB
MAS MASONRY
MATL MATERIAL
MAX MAXIMUM
MECH MECHANICAL
MIN MINIMUM
MET METAL
(N.T.S.) NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OPNG OPENING
OPT OPTIONAL
OSB ORIENTED STRAND BOARD
OZ OUNCE
1/R ONE ROD
1/S ONE SHELF
PRCST PRECAST
PREFAB PREFABRICATED
PB PARTICLE BOARD
PCBP PORTLAND CEMENT BASED PLASTER
PL PLATE
PNL PANEL
PLY PLYWOOD
PR PAIR
PROJ PROJECT/PROJECTED
PSI POUNDS PER SQ. IN.
PSF POUNDS PER SQ. FT.
PT PRESSURE TREATED
QUAD QUADRUPLE
REF REFERENCE
REINF REINFORCE-ING-ED
REQD REQUIRED
RM ROOM
RNG RANGE
RGH OPNG ROUGH OPENING
R RISER
RND ROUND
R.&S. ROD AND SHELF
SCH SCHEDULE
SHLV SHELF
SHTHG SHEATHING
SIM SIMILAR
SP SOUTHERN PINE
SPF SPRUCE-PINE-FIR
SR SHOWER ROD
SST STAINLESS STEEL
STL STEEL
STR STRUCTURAL
SUSP SUSPENDED/SUSPENSION
SGD SLIDING GLASS DOOR
SQ SQUARE
TB TOWEL BAR
TP TOILET PAPER DISPENSER
T & G TONGUE AND GROOVE
TYP TYPICAL
T OR TR TREAD
TPL TRIPLE
UNO UNLESS NOTED OTHERWISE
VERT VERTICAL
VP VENT PIPE
W WASHER
W/ WITH
WC WATER CLOSET
WD WOOD
WWF WELDED WIRE FABRIC
W/O WITHOUT
WDW WINDOW
1.5
1. CONTRACTOR AND SUB-CONTRACTORS SHALL STRICTLY OBSERVE ALL APPLICABLE CODES
DURING THE COURSE OF CONSTRUCTION INCLUDING ALL STATE, CITY, AND COUNTY
BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING AND FIRE CODES. CONTRACTOR
SHALL VERIFY ALL CODE REQUIREMENTS PRIOR TO COMMENCEMENT OF WORK.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE DESIGN
PROFESSIONAL OF RECORD OF ANY DISCREPANCY PRIOR TO CONSTRUCTION.
3. THE ARCHITECT / ENGINEER SHALL NOT BE RESPONSIBLE FOR SAFETY PROCEDURES,
THE MEANS AND METHODS OF CONSTRUCTION, TECHNOLOGIES, OR THE FAILURE OF THE
CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS AND
SPECIFICATIONS OR THE RELATED CODES.
4. CONTRACTOR SHALL FULLY REVIEW ALL ITEMS CONTAINED IN THE DRAWING AND SHALL
COORDINATE ALL DIMENSIONS, LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS,
RECESSES, BOLT SETTINGS, SLEEVES, ETC.
5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE ERECTION PROCEDURE
AND SEQUENCING.
6. UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL CONSTRUCTION SHALL COMPLY WITH
THE MINIMUM REQUIREMENTS OF THE APPLICABLE FLORIDA BUILDING CODE AND LOCAL
ORDINANCES.
7. ALL CODES, TRADE STANDARDS, AND MANUFACTURER'S INSTRUCTIONS NOTED IN THE
DOCUMENTS SHALL BE THE LATEST ADOPTED EDITION.
8. NOTES, DETAILS, AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS
AND ARE INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT. DETAILS NOTED
'TYPICAL' IMPLY ALL CONDITIONS TREATED SIMILARLY. CONTRACTOR SHALL MAKE
MODIFICATIONS TO ACCOMMODATE MINOR VARIATIONS.
9. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES OR MODIFICATIONS WITHOUT
EXPRESSED WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL OF RECORD.
2.
2.1
1. ALL WORK SHALL CONFORM TO THE FINAL GEOTECHNICAL REPORT AND FINAL GRADING PLAN
ACCEPTED BY THE AUTHORITY HAVING JURISDICTION.
2. ALL SITE PREPARATORY WORK REQUIRED BY THE GEOTECHNICAL REPORT SHALL BE
PRESUMED TO BE COMPLETED PRIOR TO COMMENCEMENT OF WORK.
3. FOUNDATION IS DESIGNED BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF 2000PSF,
GENERAL CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO PLACEMENT OF FOUNDATION.
4. CONTRACTOR SHALL VERIFY COMPACTION REQUIREMENTS PRIOR TO THE EXECUTION OF
WORK. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN
PROFESSIONAL PRIOR TO COMMENCEMENT OF WORK,
5. FOOTINGS SHALL BE PLACED ON UNDISTURBED SOIL OR COMPACTED ENGINEERED FILL FREE OF
ORGANIC MATTER AND COMPACTED TO 95% OF THE MODIFIED PROCTOR, UNLESS OTHERWISE STATED
IN THE GEOTECHNICAL REPORT.
6. BOTTOM OF FOOTINGS SHALL BE 12 INCHES MINIMUM BELOW FINISHED GRADE, OR AS
REQUIRED BY LOCAL REQUIREMENTS.
7. NO WOOD, VEGETATION, STUMPS, CARDBOARD, CELLULOSE CONTAINING MATERIALS, OR
TRASH SHALL BE BURIED WITHIN 15'-0" OF ANY BUILDING OR PROPOSED BUILDING
8. WATER MANAGEMENT AT THE PERIMETER SHALL BE MAINTAINED AND SHALL INCLUDE;
A. CONDENSATE DRAINS AND ROOF DOWN SPOUTS SHALL DISCHARGE AT LEAST 1'-0"
FROM BUILDING SIDEWALLS.
B. IRRIGATION / SPRINKLER SYSTEMS, INCLUDING ALL RISERS AND SPRAY HEADS SHALL
NOT BE INSTALLED WITHIN 1'-0" OF BUILDING SIDEWALLS.
2.2
1. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED
TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES
APPLIED TO WOOD OR OTHER APPROVED METHODS.
2. BOXED AREAS IN CONCRETE FLOORS FOR INSTALLATION OF TRAPS,
ETC.,SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS SHALL BE
OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER INITIAL TREATMENT.
3. SOIL SHALL BE PROTECTED WITH MINIMUM 6 MIL VAPOR RETARDER
FOLLOWING TREATMENT.
4. AFTER COMPLETION OF WORK, ALL LOOSE WOOD AND ORGANIC
MATERIAL SHALL BE REMOVED FROM WITHIN 1'-0" OF THE BUILDING PERIMETER.
5. AT COMPLETION OF TERMITE TREATMENT, A CERTIFICATE OF
COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL
COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED.
THE CERTIFICATE SHALL STATE:
A. "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF
SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND
LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
3.1
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE
ACI 318.
2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS OF
3000 PSI, COMPLYING WITH ASTM C-94 UNLESS NOTED OTHERWISE IN DRAWINGS.
3. A MIX DESIGN SHALL BE SUBSTITUTED TO THE DESIGN PROFESSIONAL OF RECORD FOR ALL
CONCRETE USED PRIOR TO PLACEMENT OF ANY CONCRETE.
4, MATERIALS FOR CONCRETE SHALL CONFORM TO THE FOLLOWING:
A. PORTLAND CEMENT - ASTM C 150
B. AGGREGATES:
I. COURSE AGGREGATE - ASTM C33
II. LIGHTWEIGHT AGGREGATE - ASTM C33
III. FINE AGGREGATE - ASTM C33
5. WATER SHALL BE CLEAN, POTABLE AND FREE OF CONTAMINANTS
6. ADMIXTURES SHALL BE AS NOTED IN THE APPROVED MIX DESIGN.
3.2
1. ALL TESTING OF CONCRETE SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY IN
ACCORDANCE WITH ASTM PROTOCOL. TEST REPORTS SHALL BE SUBMITTED TO THE DESIGN
PROFESSIONAL OF RECORD WITHINSEVEN-DAYS OF LABORATORY TESTING.
2. THREE (3) TEST CYLINDERS SHALL BE MADE FOR EACH DAY'S POUR, FOR APPROXIMATELY 50
YARDS OF CONCRETE PLACED.
3. SLUMP TEST SHALL BE MADE ON EACH BATCH TESTED IN ACCORDANCE WITH ASTM C143.
4. ONE CYLINDER SHALL BE BROKEN AT 7-DAYS AND ONE AT 28-DAYS. IF NO FURTHER TEST IS
NEEDED, THE RESERVE CYLINDER MAY BE DISCARDED AFTER SIXTY DAYS.
3.3
1. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 HAVING A MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI.
2. FILL CMU CELLS SOLID WITH GROUT AT ALL UNITS RECEIVING REINFORCEMENT AND AS
INDICATED ON DRAWINGS.
3. FILL SOLID FIRST COURSE BELOW CHANGE IN WALL THICKNESS AND AT TOP OF ALL CMU
WALLS.
4. GROUT SHALL BE PLACED FLUSH TO THE TOP OF ALL LINTELS AND BOND BEAMS.
5. CONSOLIDATE AND RECONSOLIDATE GROUT WITH VIBRATOR FOR FULL HEIGHT OF FILLED
CELLS, BOND BEAMS, AND LINTELS.
6
2. REINFORCING SHALL BE FREE OF RUST, SCALE, OR OTHER BOND-REDUCING COATINGS.
3. REINFORCING SHALL BE PLACED IN CONCRETE TO PROVIDE MINIMUM COVERAGE IN
ACCORDANCE WITH ACI 318, OR AS INDICATE HEREIN:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH - 3-INCHES.
B. CONCRETE EXPOSED TO EARTH OR WEATHER - 1 1/2-INCHES.
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND - 3/4-INCHES
4. ACCURATELY PLACE AND SUPPORT REINFORCING WITH CHAIRS, BAR SUPPORTS, SPACERS,
OR HANGERS AS RECOMMENDED BY ACI DETAILING MANUAL.
5. PLACE ONE (1) ACI STANDARD LAP SPLICE BAR, OF THE SAME SIZE AS FOUNDATION
REINFORCING, LOCATED AT THE OUTSIDE BAR OF FOUNDATION CORNERS.
6. WELDED WIRE MESH, IF USED, SHALL BE IN ACCORDANCE WITH ASTM A82 AND SHALL BE
6x6xW1.4xW1.4, UNLESS NOTED OTHERWISE ON DRAWINGS.
A. INSTALL WELDED WIRE MESH IN THE MIDDLE OF THE SLAB AND SUPPORT WITH
APPROVED MATERIALS OR SUPPORTS AT SPACING NOT TO EXCEED3 FEET ON CENTER
OR IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS.
B. LAP ALL JOINTS IN WELDED WIRE MESH 8"
7. FIBER MESH, IF USED, SHALL BE IN LIEU OF WELDED WIRE MESH AND AS SPECIFIED IN THE
CONCRETE DESIGN MIX.
3.5
1. ALL CONCRETE PLACED UNDER ROOF PROTECTION SHALL BE PLACED OVER
MIL POLYETHYLENE VAPOR BARRIER, LAPPED 6" MINIMUM WITH ALL SEAMS TAPED, UNLESS
NOTED OTHERWISE
2. PLACE ALL EMBEDDED ITEMS (ANCHOR BOLTS, DOWELS, ETC.) IMMEDIATELY PRIOR TO
PLACEMENT OF CONCRETE OR DURING CONCRETING OPERATIONS.
3. PROTECT ALL CONCRETE FROM DAMAGE AFTER PLACEMENT.
4. CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCHING.
5. CONCRETE SHALL BE PLACED WITHIN THE SLUMP LIMITS SPECIFIED IN THE DESIGN MIX.
6. WATER ADDED AT THE SITE SHALL BE KEPT TO A MINIMUM AND WITHIN THE SPECIFIED SLUMP.
RUN MIXER FOR 30 REVOLUTIONS AT EIGHT TO TWELVE RPM FOLLOWING THE ADDITION OF
WATER AT THE SITE.
7. CONCRETE SHALL NOT BE PLACED DURING RAIN. FOLLOWING PLACEMENT OF CONCRETE,
PROTECT FROM RAIN PRIOR TO INITIAL SET.
8. PLACEMENT SHALL BE CONTINUOUS UNTIL ALL WORK IS COMPLETED.
9. DO NOT USE CONTAMINATED, DETERIORATED, OR RE-TEMPERED CONCRETE.
10. THOROUGHLY WORK CONCRETE AROUND REINFORCING BARS.
11. PLACE CONCRETE TO GRADES AND ELEVATIONS REQUIRED FOR PROJECT
12. REMOVE ALL GRADE STAKES AFTER PLACEMENT OF CONCRETE.
13. CONTRACTOR SHALL INSTALL SAW-CUT CONTROL JOINTS IN CONCRETE SLABS PER ACI 224.3R AS
FOLLOWS:
A. PROVIDE SAW-CUT FOLLOWING FINISHING AS SOON AS CUT EDGES WILL NOT RAVEL
B. SAW CUTS SHALL BE A MINIMUM OF 1/8” WIDE
C. CUTS SHALL BE 1/4 OF SLAB DEPTH NO LESS THAN 1", WHICHEVER IS GREATER. FOR
STEEL-FIBER-REINFORCED SLABS 1/3 THE SLAB DEPTH.
D. SAW CUTS SHALL NOT EXCEED 12 FEET IN ANY DIRECTION
E. LOCATE SAW CUT JOINTS:
1. MAKE PANELS AS SQUARE AS POSSIBLE
2. JOINT LOCATIONS SHALL NOT EXCEED 1.5 TO 1 RATIO
3. PANELS SHALL NOT HAVE “T” OR “L” SHAPE
4. NO RE-ENTRANT CORNERS SHALL BE ALLOWED
14. PROVIDE SURFACE FINISH REQUIRED FOR INTENDED FINAL APPLICATION.
15. SILL PLATE ANCHORS SHALL BE AS SPECIFIED IN SECTION 6.
16. CONSOLIDATE CONCRETE DURING PLACEMENT OPERATIONS.
CURRENT RELEASE v3.3 020918
C
124 MPH - NOMINAL DESIGN WIND SPEED
160 MPH - ULTIMATE DESIGN WIND SPEED
U
YES
OPEN
+/- 0.00
4.
1. STRUCTURAL WORK SHALL CONFORM TO THE " SPECIFICATION FOR THE DESIGN, FABRICATION AND
ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION,
INC. LATEST EDITION.
2. STRUCTURAL STEEL SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS:
WIDE FLANGE SHAPES ASTM A992 (Fy=50KSI)
MISC SHAPES, PLATES AND BARS ASTM A36 (Fy=36KSI)
HOLLOW STRUCTURAL SECTIONS (HSS)
SQUARE ASTM A500, GRADE B (Fy=46KSI)
HIGH STRENGTH BOLTS SAE GRADE 5
ANCHOR BOLTS ASTM F1554, GRADE 36
WELDING ELECTRODES E70 (LOW HYDROGEN)
DEFORMED BAR ANCHORS ASTM A496 STEEL WIRE DEFORMED
3. HIGH STRENGTH BOLTS SHALL BE TIGHTENED TO THE "SNUG TIGHT" CONDITION, UNLESS OTHERWISE
INDICATED.
4. WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1 "STRUCTURAL WELDING CODE - STEEL".
3.4
1. REINFORCING SHALL HAVE GRADE IDENTIFICATION MARKS AND SHALL CONFORM TO ASTM
A615 GRADE 40 OR 60.
13"
11"
42"
BAR MINIMUM MINIMUM MINIMUM
ACI HOOKBEND DIA.LAPSIZE
10"
10"
5-1/4"
4-1/2"
3-3/4"
3"
36"
30"
24"
# 7
# 6
# 5
# 4
60 KSI
REINFORCING STEEL MINIMUM
REQUIREMENTS
1.
1.1
1. TO THE BEST OF THE DESIGN PROFESSIONALS KNOWLEDGE, THESE
DOCUMENTS HAVE BEEN PREPARED WITH AND ARE IN COMPLIANCE WITH THE
APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS
DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE CHAPTERS 553 AND 633 OF THE FLORIDA
STATUES. THESE DOCUMENTS MEET OR EXCEED THE REQUIREMENTS OF:
FLORIDA BUILDING CODE, BUILDING, 7TH EDITION (2020).
1.2
1. REFERENCE STANDARDS
A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE
INSTITUTE (ACI)318 AND 332.
B. ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/530.1;
AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE); TMS 402.
C. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 318
D. ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF AISC MANUAL
1.4
1. BUILDING RISK CATEGORY: II
2. BUILDING CONSTRUCTION TYPE: TYPE V-B
3. OCCUPANCY CLASSIFICATION:
4. WIND SPEED PER ASCE 7-16:
5. WIND SPEED PER ASCE 7-16:
6. EXPOSURE:
7. ENCLOSURE CLASSIFICATION:
8. INTERNAL PRESSURE COEFFICIENT:
9. WIND-BORNE DEBRIS ZONE:
10. REFER TO DRAWINGS FOR NUMBER OF STORIES AND STRUCTURE HEIGHT
REVISION TABLE
REV DESCRIPTIONREV #
INFO WAS ADDED IN GENERAL NOTES AND NEW FRAMING SHEETS101/28/2022
1
SHEET LIST TABLE
SHEET # SHEET TITLE REV_NO REV_DATE
S001
S100
E100
STRUCTURAL GENERAL NOTES
CRANE FOUNDATION PLAN & ELEVATIONS
ELECTRICAL ELEVATION
1 01/28/2022
1
0
S200 CRANE FRAMING PLAN & ELEVATION
1
SD303 CRANE FRAMING DETAILS
1
00/00/0000
REV
DATE
01/28/2022
01/28/2022
01/28/2022
01/28/221
License No. 26002939 License No. 30900Service Beyond Designwww.forefrontae.comREVISION
DATE:
JOB #:
ANY DISCREPANCY OR ERROR IN
DIMENSIONS OR NOTES SHALL BE
BROUGHT TO THE ATTENTION OF
THE DESIGN PROFESSIONAL FOR
CLARIFICATION PRIOR TO
COMMENCEMENT OF CONSTRUCTION.SEALC FOREFRONT ARCHITECTURE & ENGINEERING LLC 2014 THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF FOREFRONT ARCHITECTURE & ENGINEERING LLC AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED. ANY REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF FOREFRONT ARCHITECTURE & ENGINEERING LLC IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. IF PRINTED ON 11X17 SCALE IS HALF THE SIZE NOTED.
05/21/2021
20-12342
J:\ChemTech Holding\Jobs\Fort Pierce Building\20-12342-04\Dwgs\Sheets\Structural\S001 ; Plot Date: Monday, January 31, 2022 ,12:48:08 PM ; Plotted By: michelleg
1
29'-2"27'-11"
6'-10"14'-3"6'-10"
14"16"24"24"
BASE PLATE
F2.0 F2.0
STEEL CRANE STRUCTURE
(BY OWNER)
F2.0 - DENOTES 2'-0" X 2'-0" X 1'-0" THICK FOOTING REINFORCED WITH (3) #5 EACH WAY TOP AND BOTTOM
F4.0 - DENOTES 4'-0" X 4'-0" X 1'-6" THICK FOOTING REINFORCED WITH (5) #5 EACH WAY TOP AND BOTTOM
REFER TO SITE PLAN FOR LOCATION
A
S100
F4.0 F4.0
F4.0 F4.0
S100
A
S200
C
S100
B27'-11"
COLUMN CENTER
FOOTING PER PLAN
B
S10014'-0"CLEARANCEW
SD303
W 10x22
W 16x67 BRIDGE BEAM (BEYOND)W 10x33W 10x33HSS4x4x3/8
29'-2"
COLUMN CENTER
FOOTING PER PLAN
B
S100
X
SD303 Z
SD303
Y
SD303
W 14x30
W 10x33W 10x33HSS4x4x3/8
3/4" DIA HEAVY HEX BOLT
F1554, GRADE 36 (GALV)
WITH 9" EMBEDMENT
18"18"24"X24" PIER
GRADE
STEEL COLUMN PER PLAN
3/4" GROUT
#3 TIES AT 6" O.C.
(8) #6 VERTICAL
14"16"24"24"
3/4" DIA HEAVY HEX BOLT
F1554, GRADE 36 (GALV)
WITH 9" EMBEDMENT
4"4"5"5"1-1/2"13"1-1/2"11"1-1/2"1-1/2"
STEEL COLUMN PER PLAN
CONCRETE PIER
01/28/220
License No. 26002939 License No. 30900Service Beyond Designwww.forefrontae.comREVISION
DATE:
JOB #:
ANY DISCREPANCY OR ERROR IN
DIMENSIONS OR NOTES SHALL BE
BROUGHT TO THE ATTENTION OF
THE DESIGN PROFESSIONAL FOR
CLARIFICATION PRIOR TO
COMMENCEMENT OF CONSTRUCTION.SEALC FOREFRONT ARCHITECTURE & ENGINEERING LLC 2014 THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF FOREFRONT ARCHITECTURE & ENGINEERING LLC AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED. ANY REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF FOREFRONT ARCHITECTURE & ENGINEERING LLC IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. IF PRINTED ON 11X17 SCALE IS HALF THE SIZE NOTED.
05/21/2021
20-12342
J:\ChemTech Holding\Jobs\Fort Pierce Building\20-12342-04\Dwgs\Sheets\Structural\S401 ; Plot Date: Tuesday, February 01, 2022 ,12:20:41 PM; Plotted By: courtneyl
SCALE:
FOUNDATION PLAN - CRANE
1/4"=1'-0"
SCALE:
ELEVATION - B
1/4"=1'-0"
SCALE:
ELEVATION - A
1/4"=1'-0"SCALE:
DETAIL - A
1"=1'-0"
SCALE:
DETAIL - B
1"=1'-0"
1
W 10x22
W 10x22
W 14x30W 14x30W 16x67 BRIDGE BEAM
D
SD303
CRANE INFO:
MFG: KONE
CAP: 3 TON
S100
A
S200
C
S100
B27'-11"
COLUMN CENTER
FOOTING PER PLAN
B
S10014'-0"CLEARANCE9'-0"W 10x33W 10x33W 10x22
W 16x67 BRIDGE BEAM (BEYOND)
FOOTING PER PLAN 6'-10"
W
SD303
H S S 4 x4 x3 /8H
SS4x4x3/8
01/28/20221
License No. 26002939 License No. 30900Service Beyond Designwww.forefrontae.comREVISION
DATE:
JOB #:
ANY DISCREPANCY OR ERROR IN
DIMENSIONS OR NOTES SHALL BE
BROUGHT TO THE ATTENTION OF
THE DESIGN PROFESSIONAL FOR
CLARIFICATION PRIOR TO
COMMENCEMENT OF CONSTRUCTION.SEALC FOREFRONT ARCHITECTURE & ENGINEERING LLC 2014 THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF FOREFRONT ARCHITECTURE & ENGINEERING LLC AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED. ANY REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF FOREFRONT ARCHITECTURE & ENGINEERING LLC IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. IF PRINTED ON 11X17 SCALE IS HALF THE SIZE NOTED.
05/21/2021
20-12342
J:\ChemTech Holding\Jobs\Fort Pierce Building\20-12342-04\Dwgs\Sheets\Structural\S200 CRANE FRAMING ; Plot Date: Tuesday, February 01, 2022 ,12:20:42 PM; Plotted By: courtneyl
SCALE:
FRAMING PLAN - CRANE
1/4"=1'-0"SCALE:
ELEVATION - C
1/4"=1'-0"
1
3/4" DIA
ANCHOR ROD
AT 12" OC
STAGGER EACH SIDE
BRIDGE BEAM
PER PLAN
CONT STEEL
RUNWAY RAIL
CONT 11" STEEL
CHANNEL
CONT STEEL BEAM
PER PLAN
3/8" CAP PLATE
1/4" STIFF
PLATE
(4) 3/4" DIA
BOLTS
COLUMN
PER PLAN
BEAM
PER PLAN
STEEL CHANNEL
W 10X33
1/4"
3/16"
1/4" STIFF
PLATE
COLUMN
PER PLAN (4) 3/4" DIA
BOLT
HSS BRACE
PER PLAN
3/8" END
PLATE
BEAM
PER PLAN
3/8" END PLATE
(4) 3/4" DIA BOLTS
HSS BRACE
PER PLAN
1/4" STIFF
PLATE
BEAM
PER PLAN
(4) 3/4" DIA
BOLTS
3/8" CONNECTION PLATE
W/(2) 3/4" DIA BOLTS
3/8" CAP PLATE
COLUMN
PER PLAN
SCALE:
File Name: DETAIL Y
SCALE:
File Name: DETAIL X
SCALE:
File Name: DETAIL Z
SCALE:
File Name: SECTION D
SCALE:
File Name: DETAIL W
1'-0"=1'-0"
1'-0"=1'-0"1'-0"=1'-0"
1'-0"=1'-0"1'-0"=1'-0"
BEAM
PER PLAN
01/28/20221
License No. 26002939 License No. 30900Service Beyond Designwww.forefrontae.comREVISION
DATE:
JOB #:
ANY DISCREPANCY OR ERROR IN
DIMENSIONS OR NOTES SHALL BE
BROUGHT TO THE ATTENTION OF
THE DESIGN PROFESSIONAL FOR
CLARIFICATION PRIOR TO
COMMENCEMENT OF CONSTRUCTION.SEALC FOREFRONT ARCHITECTURE & ENGINEERING LLC 2014 THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF FOREFRONT ARCHITECTURE & ENGINEERING LLC AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED. ANY REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF FOREFRONT ARCHITECTURE & ENGINEERING LLC IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. IF PRINTED ON 11X17 SCALE IS HALF THE SIZE NOTED.
05/21/2021
20-12342
J:\ChemTech Holding\Jobs\Fort Pierce Building\20-12342-04\Dwgs\Sheets\Structural\SD303 CRANE FRAMING DETAILS ; Plot Date: Monday, January 31, 2022 ,12:48:11 PM; Plotted By: michelleg
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