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STRUCTURAL SPECIFICATIONS
<br />28:
<br />ALL SUBMITTALS SHALL BEAR THE SEAL OF A LICENSED FLORIDA
<br />MISCELLANEOUS
<br />REBAR.
<br />VERTICALS: DOWELS SHALL BE GROUTED INTO A CORE IN VERTICAL
<br />9.
<br />A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM
<br />CEILINGS, ETC: FROM METAL DECKING,
<br />ENGINEER:
<br />ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE
<br />THE FOLLOWING TESTS:
<br />13.
<br />SEE ARCHITECTURAL DRAWINGS FOR REQUIRED CONCRETE FINISHES.
<br />VERTICAL WALL REINFORCEMENT.
<br />A) VISUALLY INSPECT ALL STEEL MEMBERS AND CONNECTIONS,
<br />10.
<br />ALL ROOF DECK OPENING 12' DIAMETER OR LARGER ARE TO HAVE 29,
<br />SUBMITTED SHOP DRAWINGS MUST BE CHECKED AND SIGNED BY THE
<br />1.
<br />THE STRUCTURAL SYSTEM IS UNSTABLE UNTIL ALL CONNECTIONS
<br />B) TEST 50 PERCENT OF FULL PENETRATION WELDS,
<br />SUPPORT ANGLES PER TYPICAL DECK OPENING DETAIL, INCLUDING
<br />GENERAL CONTRACTOR:
<br />HAVE BEEN MADE AND ALL CONCRETE HAS REACHED ITS MINIMUM
<br />14.
<br />ALL CONCRETE SHALL BE CURED IMMEDIATELY AFTER FINISHING
<br />13.
<br />PROVIDE CONTINUOUS HORIZONTAL WALL REINFORCING 9 GA. GALVANIZED
<br />OPENINGS FOR ROOF SUMP PANS.
<br />DESIGN STRENGTH, AS SHOWN IN THE STRUCTURAL DOCUMENTS:
<br />OPERATIONS IN ACCORDANCE WITH ONE OF THE FOLLOWING METHODS,
<br />LADDER TYPE DUR-O-WALL (OR EQUIVALENT) AT 16' O,C,
<br />1O,
<br />ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OWNER,
<br />11:
<br />SUBMITTALS+ CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS
<br />A) APPLY A LIQUID MEMBRANE FORMING CHEMICAL CURING COMPOUND IN
<br />ARCHITECT, STRUCTURAL ENGINEER, AND GENERAL CONTRACTOR:
<br />SHOWING LAYOUT OF DECK, TYPE OF DECK, ALL CONNECTIONS 30.
<br />COLD FORM STEEL FRAMING SIZES INDICATED ON THE DRAWINGS
<br />2,
<br />CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF
<br />ACCORDANCE WITH ASTM C-309,
<br />14,
<br />PROVIDE HORIZONTAL JOINT REINFORCEMENT AT DOORS AND WINDOWS
<br />INCLUDING END WELDS, SEAM WELDS, INTERMEDIATE WELDS, AND ALL
<br />AND CONNECTIONS ARE MINIMUMS AND SHALL BE VERIFIED BY THE
<br />CONSTRUCTION ENSURE THE SAFETY OF THE BUILDING UNTIL
<br />B) PROVIDE CONTINUOUS MOISTURE TO CONCRETE IN ACCORDANCE WITH
<br />FOR FIRST AND SECOND BLOCK COURSE ABOVE AND BELOW APERTURES:
<br />11,
<br />STRUCTURAL STEEL SHAPES, TEES - ASTM A992,
<br />ACCESSORY MATERIAL SUCH AS CLOSURES, SUMPS FOR DRAINS, ETC:
<br />DELEGATED SPECIALTY ENGINEER AND INCREASED AS REQUIRED:
<br />EM IS COMPLETED. THIS INCLUDES, BUT IS NOT
<br />STRUCTURAL SYSTEM
<br />ACI 301,
<br />RUN REINFORCING CONTINUOUS OR EXTEND TWO FEET FROM APERTURE
<br />LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING,
<br />EDGE,
<br />12,
<br />STRUCTURAL STEEL ANGLES, CHANNELS, PLATES, BARS - ASTM A36.
<br />12.
<br />A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO VISUALLY
<br />SHORING, GUYS DR TIE -DOWNS THAT MAY BE NECESSARY: SUCH
<br />15.
<br />GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROPER DESIGN AND
<br />INSPECT ALL DECK WELDS AND FASTENERS,
<br />MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE
<br />CONSTRUCTION OF ALL FORMWORK, SHORING, AND RESHORING: DESIGN
<br />15.
<br />WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST 6" AT SPLICES AND
<br />13,
<br />STRUCTURAL STEEL TUBING - ASTM A500 GRADE B,
<br />CONTRACTOR AFTER COMPLETION OF THE PROJECT.
<br />SHALL BE PERFORMED BY A LICENSED FLORIDA ENGINEER,
<br />SHALL CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF
<br />COLD
<br />-FORM STEEL E RAM I N G
<br />REINFORCEMENT IN THE LAPPED DISTANCE,
<br />14.
<br />ANCHOR BOLTS - ASTM F1554 GRADE 36,
<br />3.
<br />CONTRACTOR TO SUPPORT, BRACE AND SECURE EXISTING STRUCTURE AS
<br />16:
<br />A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM
<br />REQUIRED, CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF
<br />THE FOLLOWING CONCRETE TESTS ON SITE,
<br />16:
<br />CLEANDUTS SHALL BE PROVIDED IN THE BOTTOM COURSE OF MASONRY IN
<br />15:
<br />OPENINGS THROUGH STEEL BEAMS SHALL BE PROVIDED AS DETAILED ON
<br />1,
<br />ALL STEEL FRAMING SHALL CONFORM TO 'THE SPECIFICATION FOR THE
<br />THE BUILDING DURING CONSTRUCTION:
<br />A) CYLINDER STRENGTH TESTS - ASTM C39j ONE SET OF FOUR
<br />EACH GROUT POUR WHEN THE POUR HEIGHT EXCEEDS 5', CLEANOUTS TO
<br />THE DRAWINGS. ALL SUCH OPENINGS SHALL BE MACHINE CUT IN THE
<br />DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS', LATEST
<br />CYLINDERS FOR EACH 50 CUBIC YARDS OR FRACTION THEREOF.
<br />BE SAW -CUT 4' X 4',
<br />SHOP, ALL RECTANGULAR OPENINGS SHALL HAVE A CORNER RADIUS OF
<br />EDITION, BY THE AISL
<br />4,
<br />APPLICABLE BUILDING CODE! 2007 FLORIDA BUILDING CODE WITH 2O09
<br />TEST ONE CYLINDER AT 7 DAYS AND TWO AT 28 DAYS,�HOLD THE
<br />2 TIMES THE WEB THICKNESS, 1/2' MINIMUM.
<br />SUPPLEMENTS.
<br />FINAL CYLINDER IN RESERVE:
<br />17:
<br />GROUT POUR HEIGHT SHALL NOT EXCEED 24', PLACE GROUT IN 5' MAX:
<br />2,
<br />,
<br />WELDED CONNECTIONS SHALL CONFORM �O CODE FOR WELDING IN
<br />B) SLUMP TESTS - ASTM C143
<br />LIFTS HEIGHTS,
<br />16,
<br />COLUMN SPLICES SHALL BE DESIGNED IN ACCORDANCE WITH TABLE A-7,
<br />BUILDING CONSTRUCTION, D1:0° BY THE AWS,
<br />5,
<br />ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE
<br />PAGE 11-Al2 OF THE AISC 'STRUCTURAL STEEL DETAILING° MANUAL
<br />2007 FLORIDA BUILDING CODE WITH 2O09 SUPPLEMENTS:
<br />17:
<br />ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OWNER,
<br />18:
<br />CONSOLIDATE GROUT POURS AT THE TIME OF PLACEMENT BY MECHANICAL
<br />3,
<br />ASTM A-568 STANDARD SPECIFICATION FOR GENERAL REQUIREMENTS
<br />ARCHITECT, STRUCTURAL ENGINEER, AND GENERAL CONTRACTOR.
<br />MEANS AND RECONSOLIDATE AFTER INITIAL WATER LOSS AND
<br />17,
<br />NO SPLICES SHALL BE PERMITTED IN ANY STRUCTURAL STEEL MEMBER
<br />FOR STEEL, CARBON AND. HIGH STRENGTH LOW -ALLOY HOT ROLLED SHEET
<br />6,
<br />DE SIG LD DS
<br />SETTLEMENT.
<br />UNLESS SHOWN ON APPROVED SHOP DRAWINGS:
<br />AND COLD ROLLED SHEET,
<br />AR- E�_ SURE I PDS E LIVE
<br />18.
<br />RESTRICT THE ADDITION OF MIX WATER AT THE JOB SITE. DO NOT
<br />4,
<br />ALL STEEL FRAMING SHALL BE INSTALLED BY PERSONNEL EXPERIENCED
<br />-LOAD
<br />OFFICE 65 PSF (15 PSF PARTITION)
<br />ADD WATER WITHOUT THE APPROVAL OF THE GENERAL CONTRACTOR AND
<br />19.
<br />STORE BLOCKS ON PALLETS AND COVER WITH VISQUEEN,
<br />18,
<br />STEEL STAIRS SHALL BE DESIGNED FOR 100 PSF LIVE LOAD BY A
<br />IN LIGHT GAUGE STEEL FRAMING INSTALLATION:
<br />DO NOT EXCEED SLUMP LIMITATIONS OR TOTAL ALLOWABLE WATER TO
<br />LICENSED ENGINEER, RETAINED BY THE STEEL FABRICATOR,
<br />CORRIDOR !00 PSF
<br />LOBBIES 100 PSF
<br />CEMENT RATIO: USE COLD WATER FROM THE TRUCK TANK AND REMIX TO
<br />20.
<br />PLACE ALL MASONRY IN RUNNING BOND WITH 3/8' MORTAR JOINTS:
<br />5,
<br />WHERE STEEL FRAMING MEMBERS ARE COMPONENTS OF ASSEMBLIES
<br />ROOF 20 PSF
<br />ACHIEVE CONSISTENCY, TEST REPORTS SHALL INDICATE QUANTITY OF
<br />PROVIDE COMPLETE COVERAGE FACE SHELL MORTAR BEDDING,
<br />19,
<br />SUBMITTALS CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS
<br />INDICATED FOR A FIRE -RESISTANCE RATING, INCLUDING THOSE
<br />WATER ADDED AT THE JOB SITE, ALL TESTS SHALL BE PREPARED
<br />HORIZONTAL AND VERTICAL, FULLY MORTAR WEBS IN ALL COURSES OF
<br />SHOWING ALL STRUCTURAL STEEL LAYOUTS AND DETAILS, SIZES OF
<br />REQUIRED FOR COMPLIANCE WITH GOVERNING REGULATIONS, PROVIDE
<br />AREA DEAD LOAD
<br />AFTER THE ADDITION OF WATER TO THE MIX.
<br />PIERS, COLUMNS, AND PILASTERS AND ADJACENT TO GROUTED CELLS:
<br />MEMBERS, TYPE OF STEEL, CONNECTION DETAILS, WELDS, BOLTS,
<br />MEMBERS WHICH HAVE BEEN APPROVED BY GOVERNING AUTHORITIES
<br />FLAT ROOF 30 PSF
<br />ETC:, AS REQUIRED TO FABRICATE AND ERECT ALL STRUCTURAL STEEL
<br />HAVING JURISDICTION,
<br />19.
<br />MAXIMUM WATER TD CEMENT RATIO WHEN NO BACK-UP DATA IS
<br />21.
<br />SEE DRAWINGS FOR MASONRY CONTROL JOINT LOCATIONS. SPACE AT
<br />FRAMING: ALL CONNECTIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS
<br />7.
<br />DESIGN WIND VELOCITY = 110 MPH
<br />AVAILABLE;
<br />32'-0' 0,C, MAXIMUM UNLESS NOTED OTHERWISE. COORDINATE WITH
<br />SHALL BE BY THE DETAILER AND SUBMITTED ON SHOP DRAWINGS,
<br />6:
<br />PROTECT LIGHT GAUGE STEEL FRAMING MEMBERS FROM RUSTING AND
<br />A) 4000 PSI, 28-DAY COMPRESSIVE STRENGTH] W/C RATIO, 0,44
<br />ARCHITECTURAL DRAWINGS.
<br />SIGNED AND SEALED BY A REGISTERED FLORIDA ENGINEER. STEEL
<br />DAMAGE. DELIVER TO PROJECT SITE IN BUNDLES, FULLY IDENTIFIED
<br />81
<br />COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE
<br />MAXIMUM (NON -AIR -ENTRAINED), 0,36 MAXIMUM (AIR -ENTRAINED).
<br />STAIRS SHALL ALSO BE SUBMITTED ON SEALED DRAWINGS,
<br />WITH NAME, BRAND, TYPE AND GRADE: STORE OFF GROUND IN A DRY
<br />ARCHITECTURAL DRAWINGS, DO NOT SCALE DRAWINGS:
<br />B) 3000 PSI, 28-DAY COMPRESSIVE STRENGTH; W/C RATIO, 0:58
<br />22.
<br />MASONRY INSPECTION SHALL BE PROVIDED BY A QUALIFIED AGENT IN
<br />VENTILATED SPACE OR PROTECT WITH SUITABLE WATERPROOF
<br />MAXIMUM (NON -AIR -ENTRAINED), 0,47 MAXIMUM (AIR -ENTRAINED),
<br />ACCORDANCE WITH ACI 530-1,6, INSPECTION SERVICES SHALL
<br />20.
<br />NON -SHRINK GROUT SHALL BE, NONMETALLIC SHRINKAGE -RESISTANT
<br />COVERINGS,
<br />INCLU➢E, BUT ARE NOT LIMITED TO, THE WORK IN PROGRESS AS WELL
<br />GROUT, PREMIXED, NONMETALLIC, NONCORROSIVE, NONSTAINING
<br />9,
<br />CONTACT ENGINEER WITH ANY QUESTIONS OR DISCREPANCIES FOUND ON
<br />20.
<br />REINFORCING BAR COVER;
<br />AS MATERIALS, EQUIPMENT, AND PROCEDURES.
<br />PRODUCT CONTAINING SELECTED SILICA SANDS, PORTLAND CEMENT,
<br />DRAWINGS'
<br />A) FOOTINGS 3'
<br />SHRINKAGE COMPENSATING AGENTS, PLASTICIZING AND WATER -REDUCING
<br />7,
<br />WITH EACH TYPE OF STEEL FRAMING REQUIRED PROVIDE
<br />B) COLUMNS 1-1/2°
<br />23:
<br />SUBMITTALS,
<br />AGENTS, COMPLYING WITH CE-CRD-C621,
<br />MANUFACTURER'S STANDARD STEEL RUNNERS (TRACKS), BLOCKING,
<br />10.
<br />SUBMIT SHOP DRAWINGS AS REQUIRED HEREIN, ALLOW FOR TWO WEEKS
<br />C) BEAMS 1-1/2'
<br />A) SUBMIT PROPOSED GROUT MIX DESIGN PRIOR TO CONSTRUCTION
<br />LINTELS, CLIP ANGLES, BRACING, REINFORCEMENTS, FASTENERS, AND
<br />REVIEW TIME AFTER RECEIPT OF SUBMITTALS BY
<br />D) SLABS 3/4' (INTERIOR) 1-1/2' (EXTERIOR)
<br />B) SUBMIT PROPOSED MORTAR MIX DESIGN PRIOR TO CONSTRUCTION.
<br />21,
<br />NO FIELD WELDING OF GALVANIZED MEMBERS IS PERMITTED.
<br />ACCESSORIES AS RECOMMENDED BY MANUFACTURER FOR APPLICATIONS
<br />THIS FIRM, ALL SUBMITTALS SHALL BE CHECKED AND SIGNED
<br />C) SUBMIT DETAILED SHOP DRAWINGS OF REINFORCING BARS SHOWING
<br />INDICATED, AS NEEDED TO PROVIDE A COMPLETE STEEL FRAMING
<br />BY THE GENERAL CONTRACTOR AND SIGNED/SEALED BY THE SPECIALTY
<br />21:
<br />CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCH TIME:
<br />NUMBER, SIZE, AND LOCATION. INCLUDE BAR LISTS AND BEND
<br />22,
<br />ERECTION
<br />SYSTEM,
<br />ENGINEER, WHERE SPECIFIED HEREIN,
<br />DIAGRAMS,
<br />A) BEFORE ERECTION, THE CONTRACTOR IS TO REMOVE ALL MUD,
<br />22.
<br />WHERE BAR LENGTHS ARE GIVEN ON DRAWINGS, LENGTH OF HOOK, IF
<br />D SUBMIT COMPRESSIVE STRENGTH TESTS OF PROPOSED MASONRY
<br />DIRT OR OTHER FOREIGN MATTER, WHICH ACCUMULATES DURING
<br />8,
<br />FABRICATE METAL FRAMING COMPONENTS OF STRUCTURAL QUALITY
<br />11.
<br />CONTRACTOR SHALL NOT BE RELIEVED FROM RESPONSIBILITY FOR
<br />REQUIRED, IS NOT INCLUDED:
<br />UNITS PRIOR TO CONSTRUCTION, MASONRY UNITS ARE TO BE
<br />HANDLING AND STORAGE:
<br />SHEET STEEL WITH A MINIMUM YIELD POINT OF 50,000 PSI FOR
<br />ERRORS OR OMISSIONS IN SHOP DRAWINGS OR MIX DESIGNS BY THE
<br />TESTED IN ACCORDANCE WITH ASTM C140,
<br />B) DRIFTING TO ENLARGE UNFAIR HOLES WILL NOT BE PERMITTED,
<br />STUDS, AND 33,000 PSI FOR RUNNERS) ASTM A653,
<br />ENGINEER'S REVIEW THEREOF,
<br />23,
<br />PROVIDE COMMERCIAL FORM COATING COMPOUNDS THAT WILL NOT BOND,
<br />DRILL SUCH HOLES TO ACCOMMODATE THE NEXT LARGER SIZE
<br />STAIN, OR ADVERSELY AFFECT CONCRETE SURFACES: WET FORMS BEFORE
<br />24,
<br />A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM
<br />FASTENER, WHERE POSSIBLE:
<br />91
<br />SCREWS SHALL BE AS RECOMMENDED BY MANUFACTURER.
<br />12.
<br />CONTRACTOR SHALL NOTIFY THIS OFFICE WHEN THE STRUCTURAL SYSTEM
<br />PLACING CONCRETE.
<br />THE FOLLOWING TESTS,
<br />C) AFTER ERECTION, CLEAN FIELD WELDS, BOLTED CONNECTIONS,
<br />IS SUBSTANTIALLY COMPLETED, AND BEFORE SHEATHING, CEILINGS, OR
<br />A) SAMPLE AND TEST GROUT IN ACCORDANCE WITH ASTM C1019 FOR
<br />AND ABRADED AREAS WHERE SHOP COAT HAS BEEN DAMAGED: SPOT
<br />, 10
<br />PROVIDE GALVANIZED FINISH TO METAL FRAMING COMPONENTS
<br />ROOFING IS INSTALLED,
<br />24.
<br />ALL CONCRETE SHALL BE CONSOLIDATED IN PLACE USING INTERNAL
<br />EACH 5000 SO. FT. OF MASONRY,
<br />AND PRIME AREAS USING SAME MATERIAL AS SHOP COAT,
<br />COMPLYING WITH ASTM A525 WITH A G60 COATING:
<br />EXISTING BUILDINGS
<br />VIBRATORS:
<br />B) SLUMP TESTS - ASTM C143.
<br />D) SET ALL MEMBERS SO THAT, IN THEIR FINAL LOCATION, LEVEL,
<br />11,
<br />PROVIDE MANUFACTURER S STANDARD STRUCTURAL C, SHAPED STEEL
<br />C) MASONRY PRISM TEST IN ACCORDANCE WITH ASTM E447, METHOD
<br />PLUMBNESS AND ALIGNMENT ARE WITHIN THE TOLERANCES
<br />STUDS OF SIZE, SHAPE, AND GAUGE INDICATED, WITH A NOMINAL
<br />25,
<br />REPAIR AND PATCH DEFECTIVE AREAS WITH CEMENT MORTAR
<br />B, MODIFIED AS FOLLOWS,
<br />PRESCRIBED BY AISC CODE:
<br />FLANGE AND MINIMUM 1/2' FLANGE RETURN LIP BY UNIMAST,
<br />11
<br />EXISTING INFORMATION DOES NOT NECEREFLECT AS -BUILT CONDITIONS,
<br />IMMEDIATELY AFTER REMOVAL OF FORMS, EXCEPT WHERE REINFORCING
<br />1: PRISMS SHALL BE STACK BOND, ONE UNIT LONG AND
<br />INC.SSARILY
<br />NC. OR PRIOR APPROVED EQUAL
<br />THE CONTRACTOR SHALL VERIFY ALL INFORMATION SHOWN ON THESE
<br />IS VISIBLE. CONTACT STRUCTURAL ENGINEER FOR EVALUATION OF
<br />THICK WITH A FULL MORTAR BED.
<br />OPEN WEB B STEEL JOISTS AND JOIST GIRDERS
<br />PLANS AND NOTIFY THE ENGINEER OF ANY VARIATION:
<br />EXPOSED REINFORCING,
<br />2, LIMIT HEIGHT/THICKNESS RATID FROM 1,33 - 5.00
<br />(NOTED "JOISTS" HEREIN
<br />12.
<br />ALL FRAMING MEMBERS SHALL BE DESIGNED BY THE MANUFACTURER TO
<br />3. PROVIDE A MINIMUM OF ONE JOINT:
<br />SUPPORT ALL LIVE, DEAD, AND WIND LOADS, PLUS ANY CONCENTRATED
<br />IT WORK
<br />26.
<br />PROVIDE 3/4' CHAMFERS ON ALL EXPOSED CORNERS OF COLUMNS,
<br />ONE SET OF 3 PRISMS PRIOR TO CONSTRUCTION AND
<br />LOADS SHOWN ON THE DRAWINGS,
<br />BEAMS, AND WALLS UNLESS NOTED OTHERWISE ON ARCHITECTURAL
<br />DURING CONSTRUCTION FOR EACH 5000 SQ. FT: OF WALL.
<br />1.
<br />STEEL JOIST MANUFACTURER SHALL BE A MEMBER OF THE STEEL JOIST
<br />11
<br />R SUBSURFACE INVESTIGATION HAS BEEN COMPLETED AT THE PROJECT
<br />DRAWINGS:
<br />25,
<br />PROVIDE 8 DEEP PRECAST REINFORCED CONCRETE LINTELS OVER ALL
<br />INSTITUTE:
<br />13:
<br />THE EXTERIOR WALL SYSTEM SHALL BE DESIGNED TO WITHSTAND BOTH
<br />c A
<br />SITE BY DIGGER., ENGINEERING SERVICES INC:
<br />27:
<br />PROVIDE CORNER BARS AT ALL BEAM AND WALL FOOTING CORNERS TO
<br />MASONRY OPENINGS NOT SHOWN TO HAVE A STRUCTURAL BEAM: MINIMUM
<br />2:
<br />STEEL JOISTS SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST
<br />POSITIVE AND NEGATIVE WIND PRESSURE WITH A MAXIMUM DEFLECTION
<br />SOIL BORING LOGS AND SITE PREPARATION PROCEDURES ARE INCLUDED
<br />MATCH HORIZONTAL BARS,
<br />END BEARING = 8', LINTEL WIDTH TD MATCH MASONRY WIDTH:
<br />EDITION OF THE AISC STANDARD SPECIFICATIONS FOR OPEN WEB STEEL
<br />BASED UPON THE APPLICABLE CODE AND MATERIAL REQUIREMENTS OF
<br />IN THE PROJECT SOILS REPORT, DATED JULY 2, 2010
<br />JOISTS K-SERIES:
<br />THE VENEER, BUT SHALL NOT EXCEED L/360,
<br />WHICH IS AN INTEGRAL PART OF THESE CONTRACT DOCUMENTS:
<br />28.
<br />SUBMITTALSi
<br />26.
<br />THE TOP OF PARTIALLY CONSTRUCTED WALLS SHALL BE COVERED WITH
<br />A) SUBMIT PROPOSED CONCRETE MIX DESIGN PRIOR TO
<br />VISQUEEN AT THE END OF EACH WORK DAY AND WHENEVER RAIN OCCURS,
<br />3,
<br />SEE STANDARD JOIST SPECIFICATIONS FOR CAMBER REQUIREMENTS.
<br />14.
<br />FRAMING COMPONENTS MAY BE PREFABRICATED INTO PANELS PRIOR TO
<br />2,
<br />ALL SITE WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE
<br />CONSTRUCTION, INCLUDING BACKUP DATA IN ACCORDANCE WITH
<br />ERECTION, FABRICATE PANELS PLUMB, SQUARE, TRUE TO LINE AND
<br />PROJECT SOILS REPORT,
<br />ACI 301-99 CHAPTER 4, SECTION 4,2,3, EXCLUDING SECTION
<br />S � L ST E L
<br />4:
<br />VERIFY THE EXACT LOCATION AND WEIGHT OF ALL MECHANICAL
<br />LI BRACED AGAINST RACKING WITH JOINTS WELDED: PERFORM
<br />LI
<br />LIFTING OF
<br />4.2,3.4B,
<br />EQUIPMENT WITH THE MECHANICAL CONTRACTOR PRIOR TO FABRICATION
<br />PREFABRICATED PANELS IN A MANNER TO PREVENT DAMAGE OR
<br />31
<br />DESIGN SOIL BEARING PRESSURE = 2500 PSF.
<br />B) SUBMIT DETAILED SHOP DRAWINGS OF REINFORCING BARS SHOWING
<br />OF JOISTS,
<br />DISTORTION.
<br />NUMBER, SIZE, AND LOCATION, INCLUDE BAR LISTS AND BEND
<br />1.
<br />STRUCTURAL STEEL SHALL. CONFORM TO THE AISC 'SPECIFICATION FOR
<br />4,
<br />A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM
<br />DIAGRAMS,
<br />THE DESIGN FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR
<br />5.
<br />ALL HANGERS TO SUPPORT MECHANICAL EQUIPMENT, ETC., TO BE
<br />15,
<br />INSTALL METAL FRAMING SYSTEMS IN ACCORDANCE WITH
<br />THE FOLLOWING TESTS,
<br />BUILDINGS', LATEST EDITION, EXCEPT CHAPTER 4.2:1, CODE OF
<br />SUPPORTED BY THE TOP OR BOTTOM CHORD OF JOISTS SHALL BE
<br />MANUFACTURER`S PRINTED DR WRITTEN INSTRUCTIONS AND RECOMMENDA-
<br />A) ONE DENSITY TEST FOR EACH 2,000 SQUARE FEET OF COMPACTED
<br />DENSITY
<br />29.
<br />ALL BUILDING AND SITE SLABS -ON -GRADE SHALL BE AT LEAST 4
<br />STANDARD PRACTICE,
<br />LOCATED AT THE PANEL POINT OF THE JOIST. IF HANGERS MUST BE
<br />,IONS, UNLESS OTHERWISE INDICATED,
<br />SNE
<br />AND COMPACTED FILL:
<br />B) ONE DENSITY TEST AT EACH COLUMN FOOTING:
<br />THICK, REINFORCED WITH 6X6-W1,4 X W1,4 W.W:F:, ON 6 MIL VAPOR
<br />,- ,
<br />2.
<br />WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF
<br />LOCATED IN BETWEEN PANEL POINTS, PROVIDE JOIST STIFFENER AS
<br />16,
<br />INSTALL CONTINUOUS TRACKS SIZED TO MATCH STUD DEPTH, ALIGN
<br />C) ONE DENSITY TEST PER 50 FEET OF WALL FOOTING.
<br />BARRIER, WITH SAW -CUT CONTROL JOINTS 20 0 O:C, EACH WAY
<br />THE AMERICAN WELDING SOCIETY, AWS D1.1, ALL WELDING SHALL BE
<br />INDICATED IN DETAILS, ALL HANGERS TO BE LOCATED AT THE
<br />TRACKS ACCURATELY TO LAYOUT AT BASE AND TOPS OF STUDS: SECURE
<br />INCLUDING HOUSEKEEPING PADS AS REQUIRED, SEE PLANS FOR OTHER
<br />PERFORMED USING E70XX, LOW HYDROGEN ELECTRODES, U.N,O:
<br />CENTERLINE OF THE BOTTOM CHORD MEMBER:
<br />TRACKS AS RECOMMENDED BY STUD MANUFACTURER FOR TYPE OF
<br />5,
<br />ONE COPY OF ALL TEST REPORTS SHALL. BE SENT DIRECTLY TO OWNER,
<br />CONDITIONS.
<br />ELECTRODES ARE TO BE PROTECTED FROM MOISTURE,
<br />6:
<br />PROVIDE BOTTOM CHORD CEILING EXTENSIONS WHERE REQUIRED BY
<br />CONSTRUCTION INVOLVED, EXCEPT DO NOT EXCEED 24' 0.C, SPACING
<br />ARCHITECT, STRUCTURAL ENGINEER, AND GENERAL CONTRACTOR:
<br />30:
<br />STEP AND SLOPE ALL WALKWAYS AWAY FROM THE BUILDING:
<br />ARCHITECT:
<br />FOR NAIL OR POWDER -DRIVEN FASTENERS, OR 16' 0,C:, FOR OTHER
<br />3.
<br />ALL CONNECTIONS TO BE DOUBLE ANGLE FRAMED BEAM CONNECTION PER
<br />TYPES OF ATTACHMENT: PROVIDE FASTENERS AT CORNERS AND ENDS OF
<br />6,
<br />FOUNDATION WALLS THAT RETAIN EARTH SHALL BE BRACED AGAINST
<br />MASONRY
<br />AISC UNLESS NOTED OTHERWISE: ALL BOLTS TO BE 3/4' DIAMETER
<br />7:
<br />JOIST MANUFACTURER SHALL DESIGN ROOF JOISTS AND BRIDGING FOR
<br />TRACKS:
<br />i� , r �' �
<br />BACKFI.�ING PRESSI:RES UNTIL CONCRETE HAS REACHED SPECIFIED STRENGTH
<br />UNLESS NOTED OTHERWISE, SHOP CONNECTIONS MAY BE WELDED OR
<br />THE NET WIND LOAD UPLIFT INDICATED ON THE DRAWINGS: PROVIDE
<br />17.
<br />FRAME BOTH SIDES OF EXPANSION AND CONTROL JOINTS, AS SHOWN FOR
<br />ON PLANS,
<br />11
<br />HOLLOW LOAD BEARING UNITS SHALL CONFORM TO ASTM C90, NORMAL
<br />BOLTED. WELDS ARE TO BE EQUAL IN STRENGTH TO BOLTS. ALL
<br />FIELD CONNECTIONS ARE TO BE BOLTED WITH ASTM A325N OR A490
<br />UPLIFT BRIDGING AT FIRST JOIST PANEL POINTS ACCORDING TO
<br />THE WALL SYSTEM, WITH SEPARATE STUDS AND DO NOT BRIDGE THE
<br />SHEET INDEXi
<br />S.J.I.
<br />JOINT WITH COMPONENTS OF THE STUD SYSTEM,
<br />7,
<br />THE SIDES OF FOOTINGS MAY BE EARTH -FORMED IF THE EXCAVATION
<br />WEIGHT, TYPE 1I, MINIMUM NET COMPRESSIVE UNIT STRENGTH 1900
<br />BOLTS (BEARING TYPE BOLTS WITH THREADS IN THE SHEAR PLANE)
<br />CAN BE KEPT VERTICAL, CLEAN, AND STABLE) OTHERWISE, PLYWOOD
<br />PSI, (NET AREA COMPRESSIVE MASONRY STRENGTH F'M = 1500 PSI),
<br />INCLUDING SUITABLE NUTS AND PLAIN HARDENED WASHERS, ALL BOLTS
<br />8,
<br />WHERE COLUMNS ARE NOT FRAMED IN AT LEAST TWO DIRECTIONS WITH
<br />FORMS MUST BE USED:
<br />SHALL BEUNLESS OTHERWISEDESIGN
<br />SNUG TIGHTER
<br />TIGHTENEDNS
<br />18.
<br />WHERE REQUIRED, TEMPORARY BRACING SHALL BE PROVIDED UNTIL
<br />S 1.1 STRUCTURAL
<br />2,
<br />MORTAR SHALL BE TYPE M OR S AND CONFORM TO ASTM C270
<br />FOR OF EITHER THE SHEAR SHHOWN ONTHE
<br />STRUCTURAL STEEL MEMBERS, A BAR JOIST SHALL BE FIELD -BOLTED AT
<br />ERECTION IS COMPLETED:
<br />OAST IN PLACECONCRETE
<br />(PROPORTION OR PROPERTY SPECIFICATION).
<br />DRAWINGS, (INDICATED AS 'V =K' AT ENDS OF MEMBER) OR 60% OF
<br />COLUMNS TO PROVIDE LATERAL STABILITY,
<br />SPECIFICATIONS
<br />THE MAXIMUM SHEAR (V IN KIPS) LISTED IN THE TABLES FOR
<br />19:
<br />RESISTANCE TO BENDING AND ROTATION ABOUT THE MINOR AXIS SHALL
<br />3,
<br />COARSE GROUT SHALL CONFORM TO ASTM C476�
<br />"ALLOWABLE UNIFORM LOADS IN KIPS FOR BEAMS LATERALLY
<br />9,
<br />JOIST BRIDGING SHALL BE FURNISHED AND INSTALLED TO MEET THE
<br />BE PROVIDED BY MECHANICAL LATERAL BRACING WHERE REQUIRED:
<br />BE NORMAL THE FOLLOWING MINIMUM
<br />A) 2500 PSI AT 28 DAYS.
<br />SUPPORTED' AT THE BOTTOM OF EACH PAGE IN THE'PROPERTIES ANDDESIGN
<br />AND SPACING REQUIREMENTS OF THE SJI STANDARD
<br />E STRENGTHS
<br />B) 1/4' MAXIMUM AGGREGATE:
<br />REACTION VALUES°, PART 2 OF THE LATEST EDITION pF THE RISC
<br />SPECIFICATIONS. ALL BRIDGING AND BRIDGING ANCHORS SHALL BE
<br />20.
<br />ATTACHMENTS OF SIMILAR COMPONENTS SHALL BE DONE BY WELDING,
<br />S�■1 FO�UNDATiON PLAN
<br />CI,CD:NCRETED
<br />7WEIGHTH
<br />�€�, SLAB -ON.....:..:..:.: :.:3000 FSI
<br />C) 8' - 11' SLUMP:
<br />'MANUAL OF STEEL CONSTRUCTION":
<br />THHEPLETELY JOISTS. IREFERLED TO SSJIOSTANDARDRSPECOIFICATIONSRFORLACED ON
<br />SPECIAL
<br />SCREW
<br />SHALL NOTABEMPERMITTED�LTING, WIRE TYING DF FRAMING COMPONENTScA.e�
<br />L RVQF FRAMING PLAN
<br />NS, WALLS, B.:..::.....::.::..4000 PSI
<br />4,
<br />CODES AND STANDARDS,
<br />4,
<br />SIZE AND USE OF HOLES, SEE AISC TABLE J3:1 U.N.0.
<br />BRIDGING AND ERECTION REQUIREMENTS FOR SPANS OF 40' OR MORE:
<br />S
<br />S 2.3 FOUNDATION/
<br />ACI 530IASCE 5 "BUILDING CODE REQUIREMENTS FOR MASONRY
<br />A) OVERSIZED OR LONG -SLOTTED HOLES ARE NOT PERMITTED
<br />ARE
<br />10,
<br />RIGID X-BRIDGING AS SHOWN ON THE PLANS SHALL BE BOLTED OR
<br />21:
<br />WELDING OF MEMBERS LIGHTER THAN 18 GAUGE SHALL NOT BE
<br />2.
<br />CONCRETE SHALL BE READYMIX PER ASTM C94'
<br />STRUCTURES'
<br />U. N S, MAXIMUM HOLE DIAMETER - DIAMETER + 1/16':
<br />INTERSECTION OF THE TWO ANGLES BETWEEN JOISTS:
<br />PERMITTED:
<br />ROOF FRAMING PLAN
<br />A) PORTLAND CEMENT - ASTM C 150
<br />ACI 530.1/ASCE 6 'SPECIFICATIONS FOR MASONRY STRUCTURES'
<br />B) LARGER HOLES ARE PERMITTED IN STANDARD COLUMN BASE
<br />WELDED AT THE
<br />B) AGGREGATES - ASTM C33 (3/4' MAX.)
<br />PLATES. MAXIMUM HOLE DIAMETER = BOLT DIAMETER + 3/8'.
<br />22.
<br />SPLICES SHALL NOT BE PERMITTED,
<br />S 2.4 RETAINING WALL PLAN
<br />C) NO CALCIUM CHLORIDE
<br />5,
<br />A REINFORCED CONCRETE TIE BEAM SHALL BE PROVIDED IN ALL WALLS
<br />HARDENED WASHERS, TO COVER THE LARGER HOLE, SHALL BE
<br />ill
<br />JOISTS, JOIST GIRDERS, AND ACCESSORIES SHALL HAVE ONE SHOP
<br />D) AIR ENTRAINING - ASTM C260
<br />SHOWN ON THE STRUCTURAL DRAWINGS AT EACH FLOOR, THE ROOF, AND
<br />PROVIDED.
<br />COAT OF PAINT MEETING THE MINIMUM PERFORMANCE REQUIREMENTS OF
<br />23.
<br />MINIMUM NUMBER OF EQUALLY SPACED HORIZONTAL WALL BRIDGING FOR
<br />E) WATER REDUCING - ASTM C494
<br />AT TOP OF ANY PARAPET WALL. USE GALVANIZED MESH -TYPE CELL
<br />C) LARGER HOLES ARE NOT PERMITTED IN WIND FRAME COLUMN BASE
<br />THE LATEST SJI SPECIFICATIONS, SEE ARCHITECT FOR PREFERRED
<br />THE HEIGHTS SHOWN;
<br />F) FLYASH - ASTM C6118 CLASS F (20% MAXIMUM BY WEIGHT)
<br />CAPS, PROVIDE CORNER BARS AT ALL BEAM CORNERS TO MATCH
<br />PLATES, MAXIMUM HOLE DIAMETER = BOLT DIAMETER + 1/161:
<br />COLOR.
<br />UP TO 10' - 1 ROW
<br />�+
<br />S 3.1 WALL SECTIONS
<br />G) WATER - CLEAN AND POTABLE
<br />HORIZONTAL BARS:
<br />D) SLOTTED HOLES, A PLATE WASHER OR A CONTINUOUS BAR WITH
<br />COMPLETELY
<br />12,
<br />SEE PLAN FOR ANY CONCENTRATED LOADS DR UNUSUAL CONDITIONS: ALL
<br />10' TO 14' - 2 ROWS
<br />ABOVE 14 - AT 4 CENTERS
<br />S 3.2 WALL SECTIONS
<br />3,
<br />REINFORCING STEELi ASTM A615 GRADE 60,
<br />STANDARD HOLES, HAVING A SIZE SUFFICIENT TO
<br />JOISTS SUBJECT TO SPECIAL LOADS OR CONDITIONS SHALL BE
<br />61
<br />UNLESS NOTED OTHERWISE, TIE BEAMS SHALL BE AS FOLLOWSi
<br />COVER THE SLOT AFTER INSTALLATION, AND A MIN. OF 5/16'
<br />CONSIDERED SPECIAL JOISTS
<br />24,
<br />FULLY INSTALL ALL BRIDGING BEFORE APPLYING LOADS.
<br />S 3.3 WALL SECTIONS
<br />A) FLOOR LEVELSi 8' X 16' MINIMUM WITH (2) 45 TOP AND
<br />THICK SHALL BE PROVIDED: TACK WELD NUT TO BOLT AFTER
<br />4,
<br />REQUIRED SLUMP RANGE = 3" TO 5",
<br />BOTTOM, AND #3 CLOSED STIRRUPS AT 24" O.C.
<br />ERECTION:
<br />13,
<br />SUBMITTALSi CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS
<br />25,
<br />FOR WELDED CONNECTIONS, FUSION WELDING IS RECOMMENDED WITH A
<br />�+
<br />S 3.4 WALL SECTIONS
<br />5,
<br />WELDED WIRE FABRIC; ASTM A-185, FURNISH IN SHEETS, NOT ROLLS,
<br />B> ROOF LEVEL, 8' X 16' MINIMUM WITH (1) #5 TOP AND BOTTOM,
<br />IN GROUTED KNOCK-DUT BLOCKS.
<br />5.
<br />ALL STEEL BEAMS SHALL BE FABRICATED WITH THE NATURAL CAMBER
<br />DRAWINGS
<br />SHALL SHOWINBEJSSIGNED AND DSEALED ABY AND LREGISTERED OFLORIDA PENGINEER,
<br />A
<br />COFC60RTOT90EAMPERELDER 200 OR IINGEONMEGAUGE COFY
<br />S 3.5 WALL SECTIONS
<br />C) TOP OF PARAPET (1) #5 BAR IN GROUTED KNOCK -OUT BLOCKS,
<br />ETOLERANCE) BVE THE HORIZONTAL
<br />HEAT S (DEPEENDF THE METAL)
<br />6,
<br />MOISTURE BARRIER1 6 MIL POLYETHYLENE. LAP 6' AND TAPE ALL
<br />CENTERLINEBETWEENTHEEND CONNECTIONS,ALONG
<br />WITH ASTM E60 ELECTRODES.
<br />r�
<br />S 3.6 WALL SECTIONS
<br />JOINTS:
<br />7,
<br />VERTICAL BARS SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM
<br />14,
<br />JOIST DESIGN ENGINEER MUST BE PROVIDED WITH A COPY OF THESE
<br />OF BAR AND AT 8' -0' O: C, MAXIMUM WITH A MINIMUM CLEARANCE OF
<br />6:
<br />VERIFY THE EXACT SIZE AND LOCATION OF ALL FLOOR AND ROOF
<br />DRAWINGS AND SPECIFICATIONS,
<br />26,
<br />STEEL TRUSSESi
<br />S3.7 WALL SECTIONS
<br />7,
<br />CODES AND STANDARDS; (CURRENT EDITION)
<br />1/2' FROM MASONRY, THE CLEAR DISTANCE BETWEEN BARS SHALL NOT
<br />OPENINGS FOR MECHANICAL EQUIPMENT WITH THE MECHANICAL
<br />A) TRUSS ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRIDGING
<br />ACI 301 'SPEC FOR STRUCTURAL CONCRETE FOR BUILDINGS,'
<br />BE LESS THAN ONE BAR DIAMETER, NOR LESS THAN 1': CENTER BARS
<br />CONTRACTOR PRIOR TO FABRICATION OF MATERIALS,
<br />METAL DECKING
<br />OF THE TRUSS SYSTEM DURING CONSTRUCTION,
<br />S3.8 WALL SECTIONS
<br />ACI 305 'RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING:'
<br />IN WALLS U:N.O:
<br />B) TRUSSES SHALL BE DESIGNED SO THAT NO HORIZONTAL
<br />ACI 312 'BLDG, CODE REQUIREMENTS FOR REINF. CONCRETE:'
<br />7,
<br />SHOP PAINT - METAL ALKYD -OIL PRIMER, ANY OF THE FOLLOWING:
<br />1,
<br />ALL METAL DECK SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL
<br />REACTIONS ARE IMPOSED ON THE SUPPORTING STRUCTURE UNDER
<br />ACI 315 'DETAILS AND DETAILING OF CONCRETE REINFORCEMENT:'
<br />81
<br />VERTICAL REINFORCING SHALL BE AS SHOWN ON THE DRAWINGS FILL
<br />SEE ARCHITECT FOR PREFERRED COLOR:
<br />DECK INSTITUTE:
<br />VERTICAL LOAD.
<br />C7 PREFABRICATED TRUSSES AND PANELS SHALL BE SQUARE AND
<br />S 4.1 DETAILS
<br />CELLS WITH COARSE GROUT AS SPECIFIED. PROVIDE ACI 90 DEGREE
<br />81
<br />MINIMUM LAP SPLICE = 30 BAR DIAMETERS UNLESS NOTED OTHERWISE,
<br />STANDARD HOOKS INTO FOOTING AND ROOF TIE BEAM: LAP SPLICE
<br />MANUFACTURER DESIGNATION
<br />2,
<br />METAL ROOF DECK SHALL BE 1 1/2' DEEP, 22 GA„ WIDE RIB TYPE B
<br />BRACED AGAINST RACKING,
<br />D) TRUSS MANUFACTURER SHALL PROVIDE A BENT PLATE 3' X 3' X
<br />S 4.2 DETAILS
<br />VERTICAL REINFORCEMENT ABOVE FOOTING AND ABOVE EACH FLOOR
<br />PORTER NO. 298
<br />AND GALVANIZED.
<br />9,
<br />PROVIDE PROPERLY TIED SPACERS, CHAIRS, BOLSTERS, ETC, AS
<br />LEVEL UNLESS NOTED OTHERWISE: MAINTAIN VERTICAL REINFORCING
<br />MOBILE NO. 131`812
<br />14 GAGE TYPICAL AT ALL RIDGE AND VALLEY LINES,
<br />S4.3 DETAILS
<br />REQUIRED AND NECESSARY TO ASSEMBLE, PLACE AND SUPPORT ALL
<br />SHOWN ON PLANS ABOVE AND BELOW MASONRY OPENINGS EXCEEDING 10'-0'
<br />TINEMEC NO. 1009
<br />3.
<br />NOT USED
<br />REINFORCING IN PLACE.. USE WIRE BAR TYPE SUPPORTS COMPLYING
<br />CLEAR: CONTINUE FOUNDATION DOWELS BELOW ALL MASONRY OPENINGS,
<br />AMERON NO: 5102 AMERCOAT
<br />27,
<br />CONTRACTOR TO SUBMIT THE FOLLOWING,
<br />��++
<br />4.4 DETAILS
<br />WITH CRSI RECOMMENDATIONS, USE PLASTIC TIP LEGS ON ALL EXPOSED
<br />4.
<br />MINIMUM FASTENING OF ROOF DECK WITH (7) 5/8' DIA: PUDDLE WELDS
<br />A) SUBMIT COMPLETE STRUCTURAL CALCULATIONS FOR THE STEEL
<br />�7
<br />SURFACES,
<br />91
<br />ALL REINFORCED FILL CELLS ARE TO BE CLEAN AND FREE OF ANY
<br />SHOP PAINT ALL SURFACES OF STEEL EXCEPT ANCHOR BOLTS AND
<br />AT EACH SUPPORT PER 36' WIDTH (5) #10 TEK SIDE LAP FASTENERS EQUALLY:
<br />FRAMING SYSTEM, CALCULATIONS SHALL COVER ALL STUDS,
<br />S 4.AP 5 D E T AIL S
<br />FOREIGN MATERIAL OR DEBRIS, REMOVE ANY FOREIGN MATERIAL
<br />SURFACES TO BE FIELD WELDED, APPLY PAINT IN ACCORDANCE WITH
<br />SPACE, SEE PLANS FOR ADDITIONAL FASTENING:
<br />JAMB STUDS, RUNNER TRACK, BRACING, ATTACHMENT OF LIGHT
<br />10,
<br />ALL BEAMS AND SLABS SHALL BE POURED MONOLITHICALLY,
<br />FROM FILL CELLS, INCLUDING POLYSTYRENE INSULATING INSERTS,
<br />SSPC-PA1, SHOP FIELD AND MAINTENANCE PAINTING, APPLY PAINT IN
<br />GAUGE FRAMING TO LIGHT GAUGE FRAMING, AND ATTACHMENT DF
<br />EXCEPT FOR REQUIRED CONSTRUCTION JOINTS PROPOSED CONSTRUCTION
<br />PRIOR TO GROUT POUR.
<br />SUFFICIENT VOLUME OR COATS TO PROVIDE A MINIMUM DRY FILM
<br />5,
<br />MINIMUM FASTENING AT BUILDING PERIMETER OF DECK SHALL BE 5/8'
<br />LIGHT GAUGE FRAMING TO CONCRETE OR STRUCTURAL STEEL:
<br />JOINT LOCATIONS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL:
<br />THICKNESS pF AT LEAST 3 MILS BUT NOT MORE THAN 5 MILS:
<br />..
<br />DIAMETER PUDDLE WELDS AT 6' DC
<br />B) SUBMIT DETAILED SHOP DRAWINGS FOR STEEL FRAMING SHOWING
<br />10.
<br />REINFORCING BARS SHALL BE STRAIGHT EXCEPT FOR BENDS AROUND
<br />THE TYPE AND SPACING OF ALL MEMBERS: ALL ATTACHMENTS
<br />11,
<br />CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES,
<br />CORNERS AND WHERE BENDS OR HOOKS ARE DETAILED ON THE PLANS.
<br />8.
<br />SURFACE PREPARATION - PREPARE STEEL SURFACE IN ACCORDANCE WITH
<br />6,
<br />INSTALL ALL DECKING 3 SPAN CONTINUOUS.
<br />SHALL BE CLEARLY DETAILED ON THE DRAWINGS, INDICATED
<br />AND SLAB RECESSES AS REQUIRED BY OTHER TRADES BEFORE CONCRETE
<br />SSPC-SP3 POWER TOOL CLEANING. ANY METHOD IN CONFORMANCE WITH
<br />SUPPLEMENTAL STRAPPING, BRACING, CLIPS, AND OTHER
<br />IS PLACED, NO SLEEVE, OPENING, DR INSERT MAY BE PLACED IN
<br />11,
<br />REINFORCING BARS SHALL BE LAPPED 48 BAR DIAMETERS WHERE SPLICED
<br />AN SSPC SPECIFICATION OF HIGHER QUALITY THAN LISTED WILL BE
<br />7:
<br />NOT USED
<br />ACCESSORIES REQUIRED FOR PROPER INSTALLATION.
<br />BEAMS, JOISTS, OR COLUMNS UNLESS APPROVED BY THE ENGINEER.
<br />AND SHALL BE WIRED TOGETHER.
<br />ACCEPTABLE, AT OPTION OF CONTRACTOR, WHEELABRATOR MAY BE USED
<br />C) SUBMIT CERTIFICATION OF MATERIALS FROM THE MANUFACTURER
<br />FOR PREPARATION OF STEEL SURFACES, PROVIDING RESULTANT SURFACE
<br />8.
<br />USE WELD WASHERS FOR ALL DECKING 24 GA: AND THINNER.
<br />TO SHOW COMPLIANCE WITH THESE SPECIFICATIONS AND RELATED
<br />12.
<br />CONTRACTOR SHALL VERIFY EMBEDDED ITEMS, INCLUDING BUT NOT
<br />12,
<br />WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE,
<br />IS EQUAL IN ALL RESPECTS TO THOSE REQUIRED:
<br />DRAWINGS
<br />LIMITED TO ANCHOR BELTS, BOLT CLUSTERS, WELD PLATES, ETC..:,
<br />IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX
<br />9.
<br />DO NOT HANG OR ATTACH DUCTWORK, CONDUIT, PIPING, EQUIPMENT,
<br />BEFORE PLACING CONCRETE: NOTIFY ENGINEER OF ANY CONFLICTS WITH
<br />REVISIONS
<br />BY
<br />REV. 4 - inr7in
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<br />Date: 12. 15, 10
<br />Scale: AS NOTED
<br />Project Mgr: GM
<br />Drawn: -
<br />Job: 09-45
<br />Sheet
<br />si'l
<br />
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