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I I I t N C I I I
<br />GENERAL NOTES:
<br />SECTION
<br />2.02 FASTENERS
<br />2.
<br />SURFACE PREPARATION: REMOVE SCALE, RUST AND OTHER DELETERIOUS MATERIALS
<br />051200
<br />BEFORE PAINT IS APPLIED. CLEAN OFF RUST, MILL SCALE, SLAG AND FLUX DEPOSITS, AND
<br />STRUCTURAL STEEL FRAMING
<br />A. HIGH STRENGTH THREADED FASTENERS:
<br />LIKE MATERIALS MEETING REQUIREMENTS OF SSPC SP2 - HAND TOOL CLEANING, SP3 -
<br />POWER TOOL CLEANING, OR SP7 - BRUSH-OFF BLAST CLEANING. REMOVE OIL, GREASE
<br />GENERAL:
<br />PART 1
<br />- GENERAL
<br />1. GENERAL: RCSC BOLT SPECIFICATION. PROVIDE THREADED FASTENERS AS INDICATED
<br />AND SIMILAR CONTAMINATES MEETING REQUIREMENTS OF SSPC SP1 - SOLVENT CLEANING.
<br />ON DRAWINGS. THREADED FASTENERS SHALL BE PROPERLY LUBRICATED.
<br />1.
<br />APPLICABLE CODE: FLORIDA BUILDING CODE 2010 WITH APPLICABLE LOCAL
<br />1.01 SUMMARY
<br />3. APPLICATION:
<br />AMENDMENTS.
<br />2. COMMON HIGH STRENGTH FASTENERS - PLAIN:
<br />2.
<br />FIRE RATING: TYPE 2B CONSTRUCTION WITH 0 HOUR FIRE RATING.
<br />a. IMMEDIATELY AFTER SURFACE PREPARATION, APPLY PAINT MEETING
<br />3.
<br />CONTRACTOR TO VERIFY ALL DIMENSIONS AT JOB SITE BEFORE FABRICATION.
<br />A.
<br />STRUCTURAL STEEL FRAMING INCLUDES, BUT IS NOT LIMITED TO, FOLLOWING:
<br />a. BOLTS - UNCOATED: ASTM A325, AS APPLICABLE, TYPE 1, HEAVY HEX, UNCOATED.
<br />INSTRUCTIONS AND RECOMMENDATIONS OF MANUFACTURER AND REQUIREMENTS
<br />4.
<br />SPECIFICATIONS ARE AN INTEGRAL PART OF CONTRACT DOCUMENTS, IN CASE OF
<br />OF SSPC PA1. APPLY PAINT AT A RATE TO PROVIDE A CONTINUOUS AND UNIFORM
<br />DISCREPANCIES BETWEEN SPECIFICATIONS AND DRAWINGS, INFORMATION INDICATED
<br />1. WORK DEFINED IN AISC - CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS
<br />b. NUTS: ASTM A563, GRADE DH, HEAVY HEX, UNCOATED OR COATED AS REQUIRED
<br />2.5 MILS MINIMUM DRY FILM THICKNESS FOR EACH COAT REQUIRED, EXCEPT
<br />ON DRAWINGS GOVERNS.
<br />AND BRIDGES AND AS OTHERWISE INDICATED BY CONTRACT DOCUMENTS.
<br />FOR MATING BOLT TYPE.
<br />PROVIDE GREATER DRY FILM THICKNESS WHEN RECOMMENDED BY PAINT
<br />5.
<br />ALL DETAILS, SECTIONS AND NOTES ON STRUCTURAL DRAWINGS ARE INTENDED TO BE
<br />MANUFACTURER. COATING SHALL PROVIDE FULL COVERAGE OVER JOINTS,
<br />TYPICAL FOR SIMILAR SITUATIONS, UNLESS NOTED OTHERWISE.
<br />2. FURNISHING SETTING PLATES, BEARING PLATES, EMBEDDED PLATES INDICATED ON
<br />3. TENSION CONTROL FASTENERS - PLAIN:
<br />CORNERS, EDGES AND EXPOSED SURFACES. STRIPE PAINT EDGES, CORNERS,
<br />6.
<br />DO NOT SCALE DRAWINGS.
<br />STRUCTURAL OR ARCHITECTURAL DRAWINGS TO BE BUILT-IN OR ATTACHED TO
<br />CREVICES, THREADED FASTENERS, WELDS AND LIKE CONDITIONS.
<br />7.
<br />STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT FINISHED STRUCTURE
<br />SUPPORTING CONSTRUCTION.
<br />a. DESCRIPTION: BOLTS WITH MATING NUTS AND WASHERS FOR INSTALLATION
<br />AND, UNLESS NOTED OTHERWISE, DO NOT INDICATE METHOD OF CONSTRUCTION.
<br />USING A SPECIAL WRENCH. BOLT TENSION SHALL BE PRE -CALIBRATED DURING
<br />b. APPLY 1 COAT OF PAINT TO SURFACES OF FABRICATED ITEMS, EXCEPT APPLY
<br />8.
<br />EXISTING CONDITIONS AND RELATED DIMENSIONS INDICATED ON THE DRAWINGS ARE
<br />1.02 SYSTEM
<br />DESCRIPTION
<br />MANUFACTURE SO SPLINE AUTOMATICALLY SHEARS UNDER TORQUING TO
<br />2 COATS OF PAINT TO SURFACES WHICH WILL BE INACCESSIBLE AFTER ASSEMBLY
<br />PROVIDED FOR INFORMATION ONLY AND SHALL BE FIELD VERIFIED PRIOR TO
<br />INSURE PROPER TENSION.
<br />OR ERECTION. CHANGE SHADE OF COLOR OF SECOND COAT TO DISTINGUISH
<br />COMMENCING WORK. SUBMIT CONDITIONS THAT DIFFER FROM THAT INDICATED ON
<br />A.
<br />CODES AND STANDARDS: MEET REQUIREMENTS OF THE LATEST EDITIONS OF
<br />FROM FIRST COAT.
<br />DRAWINGS TO ARCHITECT FOR REVIEW PRIOR TO COMMENCING WORK.
<br />APPLICABLE CODES AND SPECIFICATIONS, EXCEPT TO EXTENT OF MOST STRINGENT
<br />b. BOLTS - UNCOATED: ASTM A325, AS APPLICABLE, TYPE 1, HEAVY HEX, UNCOATED.
<br />REQUIREMENTS OF CONTRACT DOCUMENTS AND OF CODES AND REGULATIONS OF
<br />PART
<br />3 - EXECUTION
<br />COORDINATION BY CONTRACTOR:
<br />PUBLIC AUTHORITIES HAVING JURISDICTION OVER THE WORK. SPECIFICATION
<br />c. NUTS: ASTM A563, GRADE DH, HEAVY HEX, UNCOATED OR COATED AS REQUIRED
<br />SECTIONS AS INCLUDED IN ARCHITECTURAL AND MECHANICAL /ELECTRICAL /
<br />FOR MATING BOLT TYPE.
<br />3.01
<br />EXAMINATION
<br />1.
<br />SEE ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL, PLUMBING AND OTHER DESIGN
<br />PLUMBING CONTRACT DOCUMENTS.
<br />DRAWINGS FOR SCOPE OF WORK AND COORDINATION OF TRADES.
<br />2.03 WELDING COMPONENTS
<br />A.
<br />GENERAL: EXAMINE AREAS AND CONDITIONS UNDER WHICH WORK IS TO BE ERECTED FOR
<br />2.
<br />PRINCIPAL OPENINGS ARE INDICATED ON THE DRAWINGS. SEE ARCHITECTURAL, MECHANICAL,
<br />URAL,
<br />ARCHITECTURAL,
<br />1.03 QUALITY
<br />ASSURANCE
<br />COMPLIANCE WITH REQUIREMENTS OF CONTRACT DOCUMENTS AND TO DETERMINE IF
<br />ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL OPENINGS, C AND
<br />F
<br />A. WELDING ELECTRODES: SELECT WELDING ELECTRODES MEETING REQUIREMENTS OF
<br />CONDITIONS AFFECTING PERFORMANCE OF WORK ARE SATISFACTORY. DO NOT PROCEED
<br />CONTRACTORCOORDINATED PLAN SHOWING ALL SLAB AND WALL
<br />SLEEVES. CONTRACTOR SHALL SUBMIT
<br />A.
<br />FABRICATOR QUALIFICATIONS:
<br />AWS D1.1 FOR TYPE METAL AND ALLOY TO BE WELDED, INSTRUCTIONS AND
<br />WITH ERECTION UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN RESOLVED.
<br />OPENINGS, BLOCKUTS, AND SLEEVES TO ARCHITECT FOR REVIEW AND APPROVAL WITH
<br />RECOMMENDATIONS OF PARENT METAL MANUFACTURERS, AND FINISH REQUIRED. IN
<br />COMMENCEMENT OF ERECTION SHALL CONSTITUTE ACCEPTANCE OF CONDITIONS.
<br />EACH FLOOR AND WALL REINFORCING STEEL SHOP DRAWING PROVIDE OPENINGS,
<br />1. GENERAL: FABRICATOR SHALL HAVE DOCUMENTED EXPERIENCE FOR CATEGORY OF
<br />ADDITION, WELDING ELECTRODES SHALL BE AS REQUIRED FOR STRENGTH AND
<br />BLOCKOUTS AND SLEEVES BASED ON SUBMITTAL RESPONSES ALLOWING PENETRATION ONLY.
<br />STRUCTURAL STEEL FRAMING WORK COINCIDING WITH THE WORK, AND SHALL HAVE
<br />COMPATIBILITY IN FABRICATED ITEMS.
<br />3.02 ERECTION
<br />3.
<br />IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH ALL APPLICABLE CITY,
<br />DOCUMENTED EXPERIENCE IN DESIGN, ENGINEERING, DETAILING AND FABRICATION OF
<br />COUNTY, STATE AND FEDERAL LAWS, INCLUDING THE OCCUPATIONAL SAFETY AND HEALTH ACT
<br />STRUCTURAL STEEL FRAMING. UPON REQUEST, PROVIDE PROOF OF QUALIFICATIONS.
<br />1. SHIELDED METAL ARC WELDING: AWS A5.1 OR A5.5.
<br />A.
<br />GENERAL: ERECT WORK MEETING REQUIREMENTS OF CONTRACT DOCUMENTS, INCLUDING
<br />(OSHA) AND REGULATIONS ADOPTED PURSUANT THERETO.
<br />REQUIREMENTS SPECIFIED IN AISC CODE, AISC SPECIFICATION AND PART 2 OF THIS
<br />4.
<br />THE BUILDING IS DESIGNED FOR PERMANENT LOADS APPLIED TO THE STRUCTURE IN ITS FINAL
<br />2. DETAILER: DETAILER SHALL BE QUALITY PROCEDURES PROGRAM CERTIFIED BY
<br />2. SUBMERGED ARC WELDING: AWS A5.17.
<br />SECTION, AS INDICATED BY FINAL REVIEWED SUBMITTAL FOR WORK AND MEETING
<br />CONFIGURATIONCONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT
<br />NATIONAL INSTITUTE OF STEEL DETAILING AS CLASS I OR CLASS II DETAILER, OR
<br />INSTRUCTIONS AND RECOMMENDATIONS OF PRODUCT MANUFACTURERS.
<br />STRUCTURE, WORKMEN OR OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES
<br />SUPERVISED BY CLASS I SENIOR DETAILER.
<br />3. FLUX -CORED ARC WELDING: AWS A5.20.
<br />SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR CONSTRUCTION EQUIPMENT,
<br />B.
<br />ERECTION TOLERANCES: MEET REQUIREMENTS OF AISC CODE.
<br />SHORING FOR BUILDING, SHORING FOR EARTH BANKS, FORMS, SCAFFOLDING, PLANKING,
<br />B.
<br />ERECTOR QUALIFICATIONS: ERECTOR SHALL HAVE DOCUMENTED EXPERIENCE FOR
<br />2.04 ACCESSORIES
<br />SAFETY NETS, SUPPORT, BRACING FOR CRANES AND GIN POLES, AND SIMILAR MEANS -AND-
<br />CATEGORY OF STRUCTURAL STEEL FRAMING WORK COINCIDING WITH THE WORK
<br />C.
<br />ASSEMBLY:
<br />METHODS ELEMENTS.
<br />AND SHALL HAVE DOCUMENTED EXPERIENCE IN ERECTION OF STRUCTURAL STEEL
<br />A. PRIMER PAINTS:
<br />5.
<br />CONTRACTOR SHALL SUPERVISE AND DIRECT WORK AND SHALL BE SOLELY RESPONSIBLE
<br />FRAMING. UPON REQUEST, PROVIDE PROOF OF QUALIFICATIONS.
<br />1.ACCURATELY ASSEMBLE STRUCTURAL STEEL FRAMING FRAMES TO LINES AND ELEVATIONS
<br />FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES.
<br />1. GENERAL:
<br />INDICATED, WITHIN SPECIFIED ERECTION TOLERANCES.
<br />CONTRACTOR AT HIS OWN EXPENSE SHALL ENGAGE PROPERLY QUALIFIED PERSONS TO
<br />C.
<br />THREADED FASTENING QUALIFICATIONS: QUALIFY SHOP AND PROJECT SITE
<br />DESIGN AND DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL
<br />THREADED FASTENER TIGHTENING PROCEDURES MEETING REQUIREMENTS OF RCSC
<br />a. FAST -CURING, HEAVY METAL FREE, AND WITH GOOD RESISTANCE TO NORMAL
<br />2. SPLICES ARE PERMITTED ONLY WHERE INDICATED ON DRAWINGS.
<br />BE USED AND TO INSPECT THE SAME IN FIELD.
<br />BOLT SPECIFICATION. VERIFY SHOP AND PROJECT SITE THREADED FASTENER CREWS
<br />ATMOSPHERIC CONDITIONS, COMPATIBLE WITH FINISH PAINT COATS AND SYSTEMS
<br />6.
<br />SITE OBSERVATION BY FIELD REPRESENTATIVE OF ARCHITECT DOES NOT CONSTITUTE
<br />ABILITY TO INSTALL THREADED FASTENERS IN ACCORDANCE WITH SELECTED METHOD
<br />REQUIRED, AND CAPABLE OF PROVIDING A SOUND FOUNDATION FOR PROJECT SITE
<br />3. DO NOT USE GAS CUTTING OR DRIFT PINS TO ENLARGE OR ALIGN UNFAIR HOLES. REAM
<br />INSPECTION OF WORK ITEMS.
<br />OF TIGHTENING.
<br />APPLIED TOPCOATS DESPITE PROLONGED EXPOSURE PRIOR TO APPLYING
<br />HOLES THAT MUST BE ENLARGED TO ADMIT BOLTS.
<br />TOPCOATS.
<br />GRIDLINES:
<br />D.
<br />WELDING QUALIFICATIONS: PRIOR TO COMMENCEMENT OF WELDING OPERATIONS,
<br />4. ERECTION BOLTS USED IN WELDED CONSTRUCTION MAY BE TIGHTENED SECURELY AND
<br />QUALIFY WELDING PROCEDURES AND PERSONNEL TO BE EMPLOYED ON FABRICATION
<br />b. COORDINATE PRIMER PAINTS WITH FINISH PAINT REQUIREMENTS SPECIFIED IN
<br />LEFT IN PLACE. REMOVE BOLTS AND FILL HOLES WITH PLUG WELDS AND GROUND SMOOTH
<br />1.
<br />GRIDLINES INDICATE COLUMN CENTERLINES OR FACE OF COLUMN/WALL/FOUNDATION UNLESS
<br />AND INSTALLATION WORK MEETING REQUIREMENTS OF AWS D1.1; QUALIFICATIONS TO
<br />ARCHITECTURAL CONTRACT DOCUMENTS.
<br />WHEN CONNECTIONS WILL BE EXPOSED TO VIEW IN THE COMPLETED WORK.
<br />SPECIFIC DIMENSIONS ARE PROVIDED LOCATING CENTERLINES OR FACE OF ELEMENTS WITH
<br />REMAIN IN EFFECT FOR DURATION OF WORK.
<br />RESPECT TO PROVIDED GRIDLINES.
<br />2. REPAIR PAINTS:
<br />D.
<br />THREADED FASTENER CONNECTIONS: MEET REQUIREMENTS OF RCSC BOLT SPECIFICATION.
<br />PROVIDE HIGH -STRENGTH THREADED FASTENERS OF STRENGTH REQUIRED. DO NOT REUSE
<br />STRUCTURAL STEEL:
<br />1.05 SUBMITTALS
<br />a. ACRYLIC PRIMER COATING: SAME PAINT AS SPECIFIED FOR PRIMER.
<br />FASTENERS THAT HAVE BEEN PREVIOUSLY TIGHTENED TO FULL PRETENSION FORCE.
<br />CORRECT THREADED FASTENER CONNECTIONS THAT FAIL INSPECTION.
<br />1.
<br />COMPLY WITH ALL APPLICABLE PROVISIONS OF AISC SPECIFICATION 360. ALL STRUCTURAL
<br />2.05 FABRICATION
<br />STEEL FABRICATION AND ERECTION SHALL CONFORM TO AISC CODE OF STANDARD PRACTICE.
<br />A.
<br />PRODUCT DATA: SUBMIT PRODUCT SPECIFICATIONS, TECHNICAL DATA, STANDARD DETAIL
<br />E.
<br />WELDED CONSTRUCTION:
<br />2.
<br />SUBMIT DETAILED, ENGINEERED, AND COORDINATED SHOP DRAWINGS FOR ALL STRUCTURAL
<br />DRAWING AND INSTALLATION INSTRUCTIONS OF MANUFACTURER FOR EACH PRODUCT,
<br />A. GENERAL: FABRICATE WORK MEETING REQUIREMENTS OF AISC CODE AND AISC
<br />STEEL INDICATING COMPLIANCE WITH THE DESIGN INTENT FOR REVIEW PRIOR TO
<br />INCLUDING PAINT PRODUCTS. INCLUDE PUBLISHED DATA, CERTIFIED CONFORMANCE
<br />SPECIFICATION.
<br />1. MEET REQUIREMENTS OF AWS D1.1.
<br />FABRICATION.
<br />REPORT OR CERTIFIED LABORATORY TEST REPORT OF MANUFACTURER SUBSTANTIATING
<br />3.
<br />STEEL SHAPES:
<br />EACH PROPOSED PRODUCT MEETS REQUIREMENTS OF CONTRACT DOCUMENTS.
<br />2. LIMIT WELDING PROCESS TO ONE OR MORE OF FOLLOWING:
<br />CHANNELS, ANGLES, PLATES (TO 8" THICK), BARS, THREADED RODS - ASTM A36
<br />1. HOLES FOR OTHER WORK:
<br />W SHAPES - ASTM A992
<br />B.
<br />SHOP DRAWINGS:
<br />a. PROVIDE HOLES REQUIRED FOR SECURING OTHER WORK TO STRUCTURAL
<br />a. MANUAL SHIELDED ARC.
<br />HP SHAPES - ASTM A572 GRADE 50
<br />HSS ROUND AND RECTANGULAR SHAPES - ASTM A 500 GRADE B
<br />1. GENERAL: SUBMIT SHOP DRAWINGS INCLUDING COMPLETE DETAILS AND SCHEDULES
<br />STEEL FRAMING FRAMING AND FOR PASSAGE OF OTHER WORK THROUGH
<br />b. SUBMERGED ARC.
<br />PIPE - ASTM A53 TYPE E OR S GRADE B STD. WT., UNO
<br />FOR FABRICATION AND ASSEMBLY OF STRUCTURAL STEEL FRAMING MEMBERS. INCLUDE
<br />STRUCTURAL STEEL FRAMING MEMBERS AS INDICATED ON FINAL REVIEWED
<br />HIGH STRENGTH BOLTS - ASTM A325N OR F1852 (UNO)
<br />DETAILS OF CUTS, CONNECTIONS, CAMBER, HOLES AND OTHER PERTINENT DATA.
<br />SHOP DRAWINGS. PROVIDE SPECIALTY ITEMS AS REQUIRED TO RECEIVE OTHER
<br />c. FLUX -CORED ARC.
<br />4.
<br />WELDING SHALL CONFORM TO STANDARDS OF AWS D1.1. ELECTRODES FOR FIELD AND SHOP
<br />INDICATE WELDS BY STANDARD AWS SYMBOLS, AND SHOW SIZE, LENGTH AND TYPE OF
<br />WORK.
<br />WELDING SHALL BE E70XXAND SHALL CONFORM TO AWS RECOMMENDATIONS. WELDS NOT
<br />EACH WELD. INDICATE TYPE, SIZE AND LENGTH OF BOLTS, DISTINGUISHING BETWEEN
<br />F.
<br />GAS CUTTING: CORRECTING OF FABRICATION BY GAS CUTTING IS NOT PERMITTED ON ANY
<br />INDICATED SHALL BE AWS MINIMUM. FOLLOW PREHEAT REQUIREMENTS OF AWS. LOW
<br />SHOP AND FIELD BOLTS. IDENTIFY THE TYPE OF HIGH STRENGTH BOLTED CONNECTION
<br />b. CUT, DRILL OR PUNCH HOLES PERPENDICULAR TO STEEL SURFACES. DO NOT
<br />MEMBER IN STRUCTURAL FRAMING WITHOUT PRIOR ACCEPTANCE OF ARCHITECT.
<br />HYDROGEN ELECTRODES MAY BE UTILIZED TO MINIMIZE THE USE OF PREHEAT. USE LOW
<br />AS DIRECT TENSION, OR BEARING CONNECTIONS. HOLES, FLANGE CUTS, SLOTS AND
<br />FLAME CUT HOLES OR ENLARGE HOLES BY BURNING. DRILL HOLES IN BEARING
<br />HYDROGEN ELECTODES FOR WELDING TO CONCRETE EMBEDMENT PLATES OR OTHER
<br />OPENINGS SHALL BE AS INDICATED BY DRAWINGS AND SHALL BE PROPERLY LOCATED
<br />PLATES.
<br />STRUCTURAL STEEL ELEMENT IN CONTACT WITH CONCRETE OR MASONRY.
<br />WITH TEMPLATES. PROVIDE SETTING DRAWINGS, TEMPLATES AND DIRECTIONS FOR
<br />3.03
<br />FIELD QUALITY CONTROL
<br />5.
<br />FABRICATE BEAMS SO THAT ANY NATURAL CAMBER IS UPWARD AFTER ERECTION.
<br />INSTALLATION OF ANCHORAGES TO BE INSTALLED BY OTHERS.
<br />2. EDGES: STEEL COMPONENTS SHALL BE FREE FROM BURRS AND SHARP EDGES.
<br />6.
<br />ALL CUTS, HOLES, ETC. REQUIRED IN STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER
<br />B. CONNECTION TYPES:
<br />A.
<br />GENERAL: QUALITY CONTROL SERVICE TO PERFORM DURING CONSTRUCTION QUALITY
<br />TRADES SHALL BE SHOWN ON THE SHOP DRAWINGS. BURNING OF HOLES OR CUTS IN
<br />C.
<br />WELDING QUALIFICATIONS: SUBMIT QUALIFICATIONS FOR WELDING PROCEDURES AND
<br />ASSURANCE AND CONTROL EVALUATIONS OF WORK TO VERIFY COMPLIANCE OF WORK WITH
<br />STRUCTURAL MEMBERS IN THE FIELD IS NOT ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY
<br />PERSONNEL WHICH DOCUMENT MEETING REQUIREMENTS OF CONTRACT DOCUMENTS.
<br />REQUIREMENTS OF CONTRACT DOCUMENTS.
<br />THE STRUCTURAL ENGINEER.
<br />SUBMITTALS WILL BE ONLY FOR INFORMATION.
<br />1. SHOP CONNECTIONS: HIGH STRENGTH BOLTED OR WELDED, AS INDICATED ON
<br />7.
<br />CONTRACTOR SHALL COORDINATE ROOF -TOP UNIT FRAMES AND ROOF OPENING FRAMES WITH
<br />DRAWINGS.
<br />B.
<br />WORK EVALUATIONS: PERFORM THE FOLLOWING EVALUATIONS:
<br />SPECIFIC PURCHASED EQUIPMENT FOR NUMBER, SIZE AND LOCATION BEFORE FABRICATION.
<br />1.06 PRODUCT
<br />HANDLING
<br />2. FIELD CONNECTIONS: HIGH STRENGTH BOLTED OR WELDED, AS INDICATED ON
<br />8.
<br />SPLICING STRUCTURAL MEMBERS WHERE NOT DETAILED ON STRUCTURAL DRAWINGS IS
<br />DRAWINGS.
<br />1. THREADED FASTENER CONNECTIONS: INSPECT THREADED FASTENER
<br />PROHIBITED WITHOUT PRIOR ACCEPTANCE BY STRUCTURAL ENGINEER.
<br />A.
<br />SHOP ASSEMBLY: PREASSEMBLE WORK IN SHOP TO GREATEST EXTENT POSSIBLE, SO AS
<br />CONNECTIONS MEETING REQUIREMENTS OF RCSC BOLT SPECIFICATION AND
<br />TO MINIMIZE SPLICING AND ASSEMBLY OF WORK AT PROJECT SITE. DISASSEMBLE WORK
<br />C. THREADED FASTENER CONNECTIONS:
<br />INCLUDE FOLLOWING:
<br />STRUCTURAL STEEL CONNECTIONS:
<br />ONLY TO EXTENT NECESSARY FOR SHIPPING AND HANDLING. MARK WORK FOR
<br />a. VISUALLY INSPECT 100 PERCENT OF THREADED FASTENER CONNECTIONS.
<br />REASSEMBLY AND COORDINATED INSTALLATION.
<br />1. GENERAL: MEET REQUIREMENTS OF RCSC BOLT SPECIFICATION. PROVIDE HIGH -
<br />CONNECTION DETAILS ARE COMPLETELY DETAILED ON THE DRAWINGS AND THEY SHALL BE SO
<br />STRENGTH THREADED FASTENERS OF STRENGTH REQUIRED. DO NOT REUSE
<br />b. MONITOR INSTALLATION OF THREADED FASTENERS TO DETERMINE ALL
<br />INCORPORATED INTO THE FABRICATOR'S DESIGN.
<br />B.
<br />STORAGE:
<br />FASTENERS THAT HAVE BEEN PREVIOUSLY TIGHTENED TO FULL PRETENSION FORCE.
<br />PLIES OF CONNECTED MATERIAL HAVE BEEN DRAWN TOGETHER AND
<br />CORRECT THREADED FASTENER CONNECTIONS THAT FAIL INSPECTION.
<br />TIGHTENING PROCEDURE HAS BEEN PROPERLY FOLLOWED.
<br />EQUIPMENT
<br />LOADS:
<br />1. STORE STRUCTURAL STEEL FRAMING MEMBERS AT PROJECT SITE IN A LOCATION ABOVE
<br />GROUND AND IN A MANNER TO PREVENT DAMAGE, DISTORTION AND STRUCTURAL
<br />2. COMMON CONNECTIONS: TIGHTEN FASTENERS TO SNUG TIGHT CONDITION.
<br />c. INSPECT ALL THREADED FASTENERS OF CONNECTIONS WHICH HAVE
<br />1.
<br />STRUCTURAL COMPONENTS ARE NOT DESIGNED FOR VIBRATORY EQUIPMENT. PLACE
<br />WEAKENING.
<br />PREVIOUSLY FAILED INSPECTION.
<br />VIBRATORY EQUIPMENT ON VIBRATION ISOLATORS.
<br />D. WELDED CONSTRUCTION:
<br />2.
<br />LOADING OF MECHANICAL ROOMS ARE BASED ON WEIGHTS OF ASSUMED EQUIPMENT, AS
<br />2. PROTECT STEEL FROM CORROSION.
<br />2. WELDS: INSPECT WELDS MEETING REQUIREMENTS OF AWS D1.1 AND AS
<br />INDICATED ON MECHANICAL DRAWINGS, INCLUDING WEIGHTS OF CONCRETE PADS, WHERE
<br />1. MEET REQUIREMENTS OF AWS D1.1.
<br />FOLLOWS:
<br />INDICATED. REPORT ANY PLANNED CHANGE IN TYPE, SIZE, LOCATION OR NUMBER OF
<br />3. STORE OTHER MATERIALS IN A WEATHER -TIGHT AND DRY PLACE, UNTIL READY FOR USE
<br />EQUIPMENT TO ARCHITECT PRIOR TO ANY ACTION.
<br />IN WORK.
<br />2. LIMIT WELDING PROCESS TO ONE OR MORE OF FOLLOWING:
<br />a. VISUALLY INSPECT 100 PERCENT OF WELDS.
<br />HANGING ARCHITECTURAL/MECHANICALJELECTRICAUPLUMBING/FIRE PROTECTION LOADS:
<br />4. STORE PACKAGED MATERIAL IN THEIR ORIGINAL UNBROKEN PACKAGE OR CONTAINER.
<br />a. MANUAL SHIELDED ARC.
<br />b. WELDS THAT FAIL SHALL BE RE -WELDED AND RETESTED UNTIL WELDS
<br />1.
<br />CONNECTIONS OF ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE
<br />C.
<br />WELDING ELECTRODES: STORE AND MAINTAIN WELDING ELECTRODES MEETING
<br />b. SUBMERGED ARC.
<br />PASS.
<br />PROTECTION ITEMS TO THE STRUCTURE SHALL BE DESIGNED AND DETAILED BY THE
<br />REQUIREMENTS OF AWS D1.1.
<br />3.04 ADJUSTING
<br />CONTRACTOR RESPONSIBLE FOR THAT WORK. SUBMIT FOR ACTION, DETAILS OF HANGER
<br />c. FLUX -CORED ARC.
<br />CONNECTIONS. INDICATE LOCATIONS OF CONNECTIONS AND LOADS IMPARTED ON THE
<br />A.
<br />TOUCH-UP PAINTING: AFTER ERECTION AND FIELD QUALITY CONTROL OF STRUCTURAL STEEL
<br />STRUCTURE. REVISE HANGER LOCATIONS AND FREQUENCIES WHERE NECESSARY TO MEET
<br />1.07 PROJECT
<br />CONDITIONS
<br />E. GAS CUTTING: CORRECTING OF FABRICATION BY GAS CUTTING IS NOT PERMITTED ON ANY
<br />FRAMING, TOUCH-UP PAINT ABRADED AND RUSTED AREAS OF SHOP PROTECTIVE COATED
<br />STRUCTURAL REQUIREMENTS.
<br />MEMBER IN STRUCTURAL FRAMING WITHOUT PRIOR ACCEPTANCE OF ARCHITECT.
<br />SURFACES AND PAINT FIELD CONNECTIONS. PREPARE SURFACES AND APPLY PAINT MEETING
<br />2.
<br />DISTRIBUTE HANGING LOADS AS REQUIRED TO LIMIT THE AVERAGE DISTRIBUTION TO THE
<br />A.
<br />BUILT-IN ITEMS: COORDINATE AND DELIVER STRUCTURAL STEEL FRAMING ITEMS TO BE
<br />INSTRUCTIONS AND RECOMMENDATIONS OF PAINT MANUFACTURER. INSURE FULL COVERAGE
<br />SUPPLEMENTAL DEAD LOAD INDICATED ON LOAD MAPS AT EACH BUILDING BAY. WITHIN THE
<br />BUILT-IN, EMBEDDED OR ATTACHED TO SUPPORTING CONSTRUCTION. FURNISH SETTING
<br />AT CORNERS AND EDGES.
<br />LISTED LIMITATION FOR AVERAGE DISTRIBUTION, LIMIT INDIVIDUAL HANGER LOADS TO VALUES
<br />DRAWINGS, TEMPLATES AND INSTRUCTIONS FOR INSTALLATION OF SUCH COMPONENTS.
<br />2.06 PROTECTIVE COATINGS
<br />LISTED IN THIS SECTION.
<br />1. ACRYLIC PRIMER COATED SURFACES: USE ACRYLIC PRIMER REPAIR PAINT. PROVIDE DRY
<br />3.
<br />LOADS HANGING DIRECTLY FROM ROOF DECK AND EXISTING PURLINS ARE NOT PERMITTED.
<br />A. GENERAL: SURFACES OF STRUCTURAL STEEL FRAMING SHALL RECEIVE PROTECTIVE
<br />FILM THICKNESS OF 2.0 MILS MINIMUM.
<br />4.
<br />SINGLE -SIDED CLIP CONNECTIONS TO BEAM BOTTOM FLANGE SHALL BE LIMITED TO 500 LBS
<br />PART 2
<br />- PRODUCTS
<br />COATING, EXCEPT AS OTHERWISE REQUIRED.
<br />PER LOCATION. SINGLE SIDED CLIP CONNECTIONS TO BEAM TOP FLANGE SHALL BE LIMITED
<br />TO 1,000 LBS PER LOCATION.
<br />2.01 MATERIALS
<br />1. SEQUENCE: PROVIDE PROTECTIVE COATING FOR STRUCTURAL STEEL FRAMING AFTER
<br />END OF SECTION
<br />5.
<br />DOUBLE -SIDED CLIP CONNECTIONS TO BEAM BOTTOM FLANGE SHALL BE LIMITED TO 1,000
<br />FABRICATION AND BEFORE DELIVERY TO PROJECT SITE, EXCEPT AS OTHERWISE
<br />DESIGN
<br />CRITERIA:
<br />LBS
<br />A.
<br />STEEL SHAPES, BARS AND PLATES - GENERAL: AS INDICATED ON DRAWINGS, OTHERWISE
<br />REQUIRED.
<br />DEMOLITION AND SHORING:
<br />AS FOLLOWS:
<br />1.
<br />BASE UPON 2010 FLORIDA BUILDING CODE AND ASCE 7-10.
<br />2. ACRYLIC PRIMER:
<br />1.
<br />INFORMATION PROVIDED ON THE EXISTING STRUCTURE IS PROVIDED FOR INFORMATION
<br />1. GENERAL: ASTM A572, GRADE 50, OR ASTM A36.
<br />2.
<br />EXISTING ROOF LOADS (USING EXISTING SHEET S-3 AND S-7, CARTER AND EDMONDS
<br />ONLY. EXISTING CONSTRUCTION INFORMATION SHALL BE CHECKED AGAINST
<br />2. WIDE FLANGE SHAPES: ASTM A992.
<br />a. COVERAGE: PRIME PAINT STRUCTURAL STEEL FRAMING WITH ACRYLIC PRIMER,
<br />ENGINEERING CO., PERMIT 01/18/1989):
<br />CONDITIONS FOUND IN THE FIELD PRIOR TO FABRICATION AND ERECTION OF ALL NEW
<br />EXCEPT AS OTHERWISE REQUIRED.
<br />2.
<br />CONSTRUCTION.
<br />DEMOLITION WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS
<br />B.
<br />STRUCTURAL STEEL TUBING:
<br />B. ACRYLIC PRIMER:
<br />DEAD LOAD = 5 PSF
<br />COLLATERAL LOAD = 5 PSF
<br />AND SHALL BE STRICTLY LIMITED TO THE AREAS AND ITEMS CLEARLY DEFINED ON THE
<br />DRAWINGS. ALL DEMOLITION SHALL BE CONDUCTED IN A CLEAN, WORKMANLIKE
<br />1. COLD FORMED: ASTM A500, GRADE B.
<br />1. EXCLUSIONS: DO NOT PAINT FOLLOWING SURFACES OF STRUCTURAL STEEL FRAMING:
<br />LIVE LOAD = 20 PSF
<br />MANNER AND SHALL MINIMIZE DISRUPTION TO ADJACENT BUILDING ITEMS AND
<br />2. HOT FORMED: ASTM A501.
<br />3.
<br />DESIGN WIND LOADS:
<br />FEATURES BEYOND THE CURRENT WORK.
<br />a. WITHIN 2 INCHES OF WELD LOCATIONS.
<br />3.
<br />THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO THE START OF WORK AND SHALL
<br />BECOME FAMILIAR WITH THE EXISTING CONDITIONS, LIMITATIONS AND ANY FEATURES
<br />C.
<br />STEEL PIPE: ASTM A53, TYPE E OR S, GRADE B, STANDARD WEIGHT CLASS EXCEPT AS
<br />b. TOP SURFACES OF MEMBERS SUPPORTING AND IN CONTACT WITH STEEL
<br />EULTIMATE XPOSURE WIND VELOCITY 40 MPH (PASCO COUNTY)
<br />WHICH MAY AFFECT THE PROPOSED DEMOLITION. THE CONTRACTOR SHALL BEAR THE
<br />OTHERWISE REQUIRED, BLACK FINISH EXCEPT WHEN HOT -DIP ZINC COATING I$tEQUIRED.
<br />JOISTS, STEEL DECK OR LIKE CONSTRUCTION TO BE WELDED TO SUCH MEMBERS
<br />OCCUPANCY CATEGORY = 11
<br />FULL RESPONSIBILITY FOR THE DESIGN AND INSTALLATION OF ALL TEMPORARY
<br />ENCLOSED BUILDING
<br />SHORING TO BE USED.
<br />4.
<br />DIMENSIONS ON THE DRAWINGS SHALL BE FIELD VERIFIED PRIOR TO THE START OF
<br />4.
<br />WEIGHT OF NEW RTU = 3000 #
<br />THE WORK. CONTACT THE ENGINEER IMMEDIATELY IF SIGNIFICANT DEVIATIONS ARE
<br />ENCOUNTERED.
<br />5.
<br />EXISTING DRAWINGS USED FOR DESIGN: SHEETS S-1, S-2, S-3, S-4, S-5, S-6 AND S-7, CARTER AND
<br />EDMONDS ENGINEERING CO., PERMIT 01/18/1989.
<br />GENERAL NOTES
<br />I,
<br />C10IV�I
<br />MEP / FP Engineer
<br />EPSTEIN
<br />600 West Fulton
<br />Chicago, IL 60661
<br />312-454.9100
<br />Design Architect
<br />EPSTEIN
<br />600 West Fulton
<br />Chicago, IL 60661
<br />312.454.9100
<br />Nestle Waters North America
<br />Nestle Waters North America
<br />4330 20th Street
<br />Zephyrhills, Florida 33542-6703
<br />972.462.3663
<br />4
<br />09.18.2013
<br />ISSUE FOR PERMIT
<br />3
<br />09.11.2013
<br />ISSUE FOR BIDS
<br />2
<br />09.03.2013
<br />CD REVIEW PACKAGE
<br />1
<br />08.16.2013
<br />DD REVIEW PACKAGE
<br />NO.
<br />DATE
<br />REVISIONS/ISSUANCES
<br />GiPSTEIN
<br />Architecture
<br />Chicago
<br />Interiors
<br />New York
<br />Engineering
<br />Bucharest
<br />Construction
<br />Warsaw
<br />600 W. Fulton Street
<br />Chicago, IL 60661-1259
<br />T 312.454.9100
<br />www.epsteinglobal.com
<br />PROJECT NUMBER:
<br />12386
<br />PROJECT MANAGER:
<br />JK
<br />ARCH/ENG:
<br />RV
<br />SCALE:
<br />VARIES
<br />DRAWN BY:
<br />MFS
<br />CHECKED BY:
<br />TS
<br />GENERAL NOTES AND
<br />SPECIAL INSPECTIONS
<br />�l
<br />S-001
<br />A Epstein and Sons International, Inc. All rights reserved.
<br />
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