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<br />I. ADHESIVE DOWELING 5OL75 SHALL BE A5TM A507 THREADED RODS WITH
<br />NUTS AND WASHER5 INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
<br />INSTRUCTIONS. PROVIDE ©5ET-XPQ (FL#15730.6) OR QAT-XPA (FL#16230.1)
<br />ANCHORS BY SIMPSON 57RON6-TIE OR EQUAL.
<br />2. ANCHORING ADHESIVE SHALL BE A TWO -COMPONENT 5Y5TEM SUPPLIED IN
<br />MANUFACTURER'S STANDARD 51DE-BY-51DE CARTRIDGE AND DISPENSED THROUGH
<br />A STATIC -MIXING NOZZLE SUPPLIED BY THE MANUFACTURER. ADHESIVE SHALL
<br />MEET THE MINIMUM REQUIREMENT5 OF AGI 555.4 AND IGG-E5 AC505 FOR
<br />CRACKED AND UNGRAGKED CONCRETE REG06NITION.
<br />3. EXPANSION BOLTS SHALL BE "STRONG -BOLT 2" (FL#15731.2) OR
<br />©WEDGE-ALLA (FL #15750.5 MASONRY ONLY). ANCHORS BY SIMP50N STRONG -TIE
<br />OR EQUAL.
<br />4. EXPANSION BOLTS SHALL BE NON -BOTTOM BEARING, WEDGE -STYLE
<br />EXPANSION ANCHOR FOR USE IN 50LID CONCRETE OR GROUT FILLED MASONRY
<br />WITH A ONE-PIECE NON -CORROSIVE CLIP FOR UNIFORM HOLDING CAPACITY THAT
<br />INCREASES AS 7EN51ON 15 APPLIED, EXPANSION ANCHORS SHALL MEET THE
<br />MINIMUM REQUIREMEN75 OF A01355.2 AND CC-E5 AGI113 FOR GRAGKED AND
<br />UNGRAGKED CONCRETE. INSTALL IN ACCORDANCE WITH MANUFACTURER'S
<br />INSTRUCTIONS.
<br />5. MASONRY 5GREW5 SHALL BE 1/4" DIAMETER WITH 1-1/2" MINIMUM EMBEDMENT
<br />INSTALLED IN DRILLED HOLES U51N6 AN APPROPRIATE BIT DIAMETER.
<br />6. 5GREW5 SHALL BE MADE FROM TEN HUNDRED SERIES GOLD -ROLLED STEEL
<br />AND SHALL BE FLUOROCARBON COATED. PROVIDE "TITEN" (FL#2355-R4) 5GREW5
<br />BY 51MP50N 57RON6-7IE OR EQUAL.
<br />7. DRILL -IN REBAR DOWEL5 SHALL BE 5E7 U51N6 A TWO-PART ADHESIVE A5
<br />DE5GRIBED ABOVE.
<br />5. HEAVY-DUTY CONCRETE AND MASONRY 5GREW5 SHALL MEET THE MINIMUM
<br />REQUIREMEN75 OF AGI 555.2 AND IGG-ES AGIg3 FOR CRACKED AND UNGRAGKED
<br />CONCRETE, OR IGG-E5 AG01 FOR MASONRY. PROVIDE ©TITEN HDA (FL#15130.1
<br />HEAVY DUTY 5GREW5 BY SIMPSON 57RONG-7IE OR EQUAL.
<br />q. NAIL5, 5GREW5, BOLTS AND/OR OTHER FASTENERS OF ANY KIND AND
<br />DESCRIPTION SHALL BE OF DOMESTIC (USA) MANUFACTURER; NO FOREIGN MADE
<br />FASTENERS, NOR FASTENERS MADE OF FOREIGN MADE MATERIALS WILL BE
<br />ALLOWED ON THE PROJECT.
<br />5TRUC,TURAL STEEL
<br />I. STRUCTURAL STEEL SHALL CONFORM TO THE A15C "5PECIFIGATION FOR
<br />BUILDIN65% LATEST EDITION.
<br />2. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF
<br />THE AMERICAN WELDING SOCIETY, AW5 DI.I. ALL WELDING SHALL BE PERFORMED
<br />U51N6 E7OXX, LOW HYDROGEN ELECTRODES. ELECTRODES ARE TO BE PROTECTED
<br />FROM MOISTURE.
<br />3. GONNEG71ONS TO BE DOUBLE ANGLE FRAMED BEAM GONNEGTION PER A15G
<br />UNLE55 NOTED OTHERWISE. ALL BOLTS TO BE 3/4" DIAMETER UNLE55 NOTED
<br />OTHERWISE. SHOP GONNEGTION5 MAY BE WELDED OR BOLTED. WELD5 ARE TO
<br />BE EQUAL IN 5TREN6TH TO BOLTS. ALL FIELD CONNECTIONS ARE TO BE BOLTED
<br />WITH A5TM A325N OR A4g0 BOLTS (BEARING TYPE BOLTS WITH THREADS IN THE
<br />SHEAR PLANE) INCLUDING SUITABLE NUTS AND PLAIN HARDENED WASHERS. ALL
<br />BOLTS SHALL BE TIGHTENED SNUG T16HT UNLE55 OTHERWISE NOTED. DESIGN
<br />CONNECTIONS FOR THE LARGER OF EITHER THE SHEAR SHOWN ON THE DRAWIN65,
<br />(INDICATED AS "V =K" AT ENDS OF MEMBER) OR 55% OF THE MAXIMUM LOAD(IN
<br />KIPS) LISTED IN THE TABLES FOR
<br />"MINIMUM TOTAL FACTORED UNIFORM LOADS IN KIPS FOR BRACED, SIMPLE
<br />SPAN BEAMS BENT ABOUT THE STRONG AX15" OF THE LATEST EDITION OF THE
<br />AI5C "MANUAL OF STEEL GON5TRUGTION"
<br />4. 51ZE AND USE OF HOLES: SEE A150 TABLE J3.3.
<br />A) LARGER HOLES ARE PERMITTED IN STANDARD COLUMN BASE PLATE5.
<br />MAXIMUM HOLE DIAMETER = BOLT DIAMETER + 3/5". HARDENED WA5HER5, TO
<br />COVER THE LARGER HOLE, SHALL BE PROVIDED.
<br />B) LARGER HOLES ARE NOT PERMITTED IN WIND FRAME COLUMN BASE
<br />PLATES. MAXIMUM HOLE DIAMETER = BOLT DIAMETER + 1/16"
<br />C) SLOTTED HOLES: A PLATE WA5HER5 OR A CONTINUOUS BAR WITH
<br />STANDARD HOLES, HAVING A SIZE SUFFICIENT TO COMPLETELY
<br />COVER THE SLOT AFTER INSTALLATION, AND A MIN. OF 5/16" THICK SHALL BE
<br />PROVIDED. TACK WELD NUT TO BOLT AFTER ERECTION.
<br />5. STEEL BEAMS SHALL BE FABRICATED WITH THE NATURAL CAMBER (WITHIN
<br />THE MILL TOLERANCE) LOCATED ABOVE THE HORIZONTAL GENTERLINE BETWEEN
<br />THE END CONNECTIONS.
<br />(b. VERIFY THE EXACT 51ZE AND LOCATION OF ALL FLOOR AND ROOF
<br />OPENINGS FOR MECHANICAL EQUIPMENT WITH THE MECHANICAL CONTRACTOR
<br />PRIOR TO FABRICATION OF MATERIALS.
<br />1. SHOP PRIME STEEL SURFACES EXCEPT THE FOLLOWING:
<br />A) SURFACES EMBEDDED IN CONCRETE OR MORTAR. EXTEND PRIMING OF
<br />PARTIALLY EMBEDDED MEMBERS TO A DEPTH OF 2 INCHES.
<br />B) 5URFAGE5 TO BE FIELD WELDED.
<br />G) SURFACES TO BE HI6H-5TREN5TH BOLTED WITH SLIP-GRITIGAL
<br />CONNECTIONS.
<br />D) SURFACES TO RECEIVE 5PRAYED FIRE-RE515TIVE MATERIALS.
<br />E) GALVANIZED SURFACES.
<br />b. SURFACE PREPARATION: GLEAN 5URFAGE5 TO BE PAINTED. REMOVE
<br />L005E RUST AND MILL SCALE AND SPATTER, 5LAG, OR FLUX DEPOSITS.
<br />PREPARE 5URFAGE5 AGGORDIN6 TO THE FOLLOWING SPECIFICATIONS AND
<br />STANDARDS.
<br />q. PRIMING: IMMEDIATELY AFTER SURFACE PREPARATION, APPLY PRIMER
<br />AGGORDING TO MANUFACTURER'5 WRITTEN IN5TRUGTION5 AND AT RATE
<br />RECOMMENDED BY 55PG TO PROVIDE A DRY FILM THICKNE55 OF NOT LE55 THAN
<br />1.5 MILS. USE PRIMING METHODS THAT RESULT IN FULL COVERAGE OF JOINTS,
<br />CORNERS, EDGES, AND EXP05ED SURFACES.
<br />A) 57RIFE PAINT CORNERS, CREVICES, BOLTS, WELD5, AND SHARP ED6E5.
<br />B) APPLY TWO GOAT5 OF SHOP PAINT TO INACCESSIBLE SURFACES AFTER
<br />A55EMBLY OR ERECTION. CHANGE COLOR OF 5EGOND GOAT TO 015TIN&U15H IT
<br />FROM FIRST.
<br />10, PRIME AND PAINT ALL FIELD WELD5 AFTER INSPECTION,
<br />11. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE
<br />FOLLOWING TESTS.
<br />A) VISUALLY INSPECT ALL STEEL MEMBERS AND GONNEG7ION5.
<br />B) TEST 50 PERCENT OF FULL PENETRATION WELDS.
<br />12. ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OWNER,
<br />ARCHITECT, STRUCTURAL ENGINEER, AND GENERAL CONTRACTOR.
<br />15. STEEL SHALL CONFORM TO:
<br />WIDE FLANGE (WF)(WT) ------ A5TM Agg2 (50 K51)
<br />SHAPES (L, G, MC) --------- A5TM A36
<br />HOLLOW STRUCTURAL SECTIONS (H55) --- A5TM A500 GRADE B (REGTANGULAR 46
<br />K51; ROUND 42 K51)
<br />ANCHOR RODS --------------- A5TM F1554 (36 K51 W/51 SUPPLEMENT)
<br />ANCHOR BOLTS -------------- A5TM A507
<br />FRAMING BOLTS ------------- A5TM A325N OR A4gON
<br />SHEAR STUDS --------------- A5TM A105
<br />WELDING ELECTRODES -------- E70XX
<br />14. FASTENERS AND MATERIALS USED FOR WELDING OR OTHERWISE 5ECURIN6
<br />GOMPONEN75 ONE TO ANOTHER SHALL BE OF DOME571C (USA MADE)
<br />MANUFACTURE, SIMILARLY, ALL MATERIALS USED IN THE MANUFACTURING
<br />PROCE55 SHALL BE FROM A DOME5710 SOURCE.
<br />15. OPENIN65 THROUGH STEEL BEAMS SHALL BE PROVIDED A5 DETAILED ON
<br />THE DRAWINGS. ALL SUCH OPENINGS SHALL BE MACHINE GUT IN THE SHOP. ALL
<br />RECTANGULAR OPENINC75 SHALL HAVE A CORNER RADIUS OF 2 TIMES THE WEB
<br />THICKNESS, 1/2" MINIMUM,
<br />16. SHOP AND FIELD WELD5 SHALL BE DONE BY A.W.5. CERTIFIED WELDERS.
<br />PROVIDE CURRENT CERTIFICATES UPON REQUEST.
<br />17. NO SPLICES SHALL BE PERMITTED IN ANY STRUCTURAL STEEL MEMBER
<br />UNLE55 SHOWN ON APPROVED SHOP DRAWIN65.
<br />lb. STEEL STAIRS AND/OR LADDERS SHALL BE DE516NED FOR 100 P5F LIVE
<br />LOAD BY A LICENSED DELEGATED ENGINEER, WHO SHALL SUBMIT 516NED AND
<br />SEALED SHOP DRAWIN65. SHOP DRAWIN65 SHALL SPECIFY ALL DE516N LOADS
<br />Iq. SUBMITTALS: CONTRACTOR SHALL 5UBMI7 DETAILED SHOP DRAWING5
<br />SHOWING ALL STRUCTURAL 57EEL LAYOUTS AND DETAILS, SIZES OF MEMBERS,
<br />TYPE OF STEEL, CONNECTION DETAILS, WEL05, BOLTS, ETC., A5 REQUIRED TO
<br />FABRICATE AND ERECT ALL STRUCTURAL STEEL
<br />FRAMING. ALL CONNECTIONS NOT 5HOWN ON THE STRUCTURAL DRAWING5
<br />SHALL BE DESIGNED BY THE DETAILER AND SUBMITTED ON SHOP DRAWIN675,
<br />516NEID AND SEALED BY A REGISTERED FLORIDA DELEGATED ENGINEER.
<br />20. NON-5HRINK GROUT SHALL BE: NONMETALLIC, 5HRINKA(5E-RE515TANT GROUT,
<br />PREMIXED, NON -CORROSIVE, NON-57AININ6 PRODUCT CONTAINING SELECTED
<br />51LICA SANDS, PORTLAND CEMENT, 5HRINKA6E COMPEN5ATIN6 A6ENT5,
<br />PLA57IGIZIN6 AND WA7ER-REDUGIN6 AGEN75, GOMPLYIN6 WITH GRD-G621, CORPS
<br />OF ENGINEERS.
<br />21. IF NOT SPECIFIED ON THE DRAWINGS, THE THROAT SIZE OF ANY FILLET
<br />WELD SHALL BE EQUAL TO 1/16" LE55 THAN THE 7HINNE57 CONNECTION
<br />COMPONENT.
<br />22. NO FIELD WELDING OF GALVANIZED MEMBERS 15 PERMITTED.
<br />25. MINIMUM EMBEDMENT DEPTH OF ANCHOR BOLTS:
<br />A) BEAMS, COLUMNS, WALL5 = (o"
<br />B) FOOTIN65 = 3" FROM BOTTOM
<br />24. ERECTION
<br />A) BEFORE ERECTION, THE CONTRACTOR 15 TO REMOVE ALL MUD, DIRT OR
<br />OTHER FOREIGN MATTER, WHICH ACCUMULATES DURING HANDLING AND STORAGE.
<br />B) DRIFTING TO ENLARGE UNFAIR HOLES WILL NOT BE PERMITTED. DRILL SUCH
<br />HOLES TO ACCOMMODATE THE NEXT LARGER 51ZE FASTENER, WHERE 1-0551BLE.
<br />G) AFTER ERECTION, GLEAN FIELD WELD5, BOLTED CONINE( T1ON5, AND
<br />ABRADED AREAS WHERE SHOP GOAT HAS BEEN DAMAGED. SPOT AND PRIME
<br />AREAS U51N6 SAME MATERIAL AS SHOP GOAT.
<br />D) SET ALL MEMBERS 50 THAT, IN THEIR FINAL LOCATION, LEVEL, FLUMBNE55
<br />AND ALIGNMENT ARE WITHIN THE TOLERANCES PRESCRIBED BY A150 CODE.
<br />E) DOUBLE CONNECTIONS THROUGH COLUMN AE55 OR AT BEAMS THAT FRAME
<br />OVER THE TOPS OF COLUMNS MUST BE DESIGNED TO HAVE AT LEAST ONE
<br />INSTALLED BOLT REMAIN IN PLACE TO SUPPORT THE FIRST BEAM WHILE THE
<br />SECOND BEAM 15 BEING ERECTED. ALTERNATIVELY, THE FABRICATOR MUST
<br />SUPPLY A SEAT OR EQUIVALENT DEVICE WITH A MEANS OF POSITIVE ATTACHMENT
<br />TO SUPPORT THE FIRST BEAM WHILE THE SECOND BEAM 15 BEING ERECTED.
<br />I. METAL DECK WORK SHALL CONFORM TO THE REQUIREMENT5 OF THE STEEL
<br />DECK INSTITUTE.
<br />2. METAL ROOF DECK SHALL BE 1 1/2" DEEP, 22 GA., WIDE RIB TYPE B AND
<br />GALVANIZED. (VULCRAFT I.51322 OR EQUIVALENT.)
<br />3. FASTEN ROOF DECK WITH 5/5" DIAMETER PUDDLE WELD5 AT EACH SUPPORT PER
<br />36" WIDTH AND #12 TEK 5GREW5 AT MID5PAN OF 51DELAP5 AS INDICATED ON PLANS.
<br />4. MINIMUM FASTENING AT BUILDING PERIMETER OF DECK SHALL BE 5/b" DIAMETER
<br />PUDDLE WELD5 AT 6" O.G. SEE DETAIL 3/Ab.l.
<br />5. METAL DECK AND SHEET METAL GOATIN6 DE516NATION:
<br />A. WITH 5TRU07URAL CONCRETE OR INSULATING CONCRETE TOPPING - 610
<br />B. WITHOUT STRUCTURAL CONCRETE OR IN5ULATIN6 CONCRETE TOPPING - 660
<br />6. INSTALL ALL DEGKIN6 3 5PAN GONTINUOU5.
<br />1. USE WELD WA5HER5 FOR ALL DECKING 24 6A. AND THINNER.
<br />b. DO NOT HANG OR ATTACH DUCTWORK, CONDUIT, PIPING, EQUIPMENT, GEILIN65,
<br />ETC. FROM METAL DECKING.
<br />q. ROOF DECK OPENIN65 12" DIAMETER OR LARGER ARE TO HAVE SUPPORT
<br />ANGLES PER TYPICAL DECK OPENING DETAIL, INCLUDING OPENINGS FOR ROOF SUMP
<br />PANS.
<br />10. PRIME AND PAINT ALL FIELD WELD5 AFTER INSPECTION WITH A GALVANIZED
<br />TOUGH -UP PAINT. (SEE NOTE BELOW)
<br />II. SUBMITTALS: CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS 5HOWING
<br />LAYOUT OF DECK, TYPE OF DECK, ALL CONNECTIONS INCLUDIN6 END WELD5, SEAM
<br />WELD5, INTERMEDIATE WELD5, AND ALL ACCESSORY MATERIAL SUCH AS CLOSURES,
<br />SUMPS FOR DRAINS, ETC.
<br />12. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO VISUALLY INSPECT
<br />ALL DECK WELD5 AND FASTENERS.
<br />I. THE FRAMING SYSTEM USED SHALL CONFORM TO A151 5PEGIFIGATION FOR THE
<br />DESIGN OF GOLD FORMED STEEL STRUCTURAL MEMBERS (LATEST EDITION).
<br />2. ALL WELDING SHALL CONFORM TO AW5 D1.3 (LATEST EDITION) SPECIFICATIONS
<br />FOR WELDING SHEET STEEL IN STRUCTURES.
<br />3. ALL STRUCTURAL FRAMING MEMBERS, STUDS, TRACK, GLIP5 AND BRIDGING SHALL
<br />BE THE TYPE AND 51ZE 5HOWN ON THE PRAAIN65 A5 MANUFACTURED BY DIETRICH INDUSTRIES,
<br />INC. (OR APPROVED EQUAL). ALL GALVANIZED STRUCTURAL MEMBERS SHALL BE FORMED
<br />FROM STEEL THAT MEE75 THE REQUIREMEN75 OF A57M-A653 (MINIMUM YIELD 33 K51). ALL
<br />STRUCTURAL FRAMING COMPONENTS SHALL BE GALVANIZED.
<br />4. ALL FRAMING COMPONENTS SHALL BE GUT 5QUARELY TO FIT SQUARELY
<br />AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE HELD FIRMLY IN P051TION UNTIL PROPERLY
<br />FASTENED. PREFABRICATED PANELS SHALL BE SQUARE AND BRACED AGAINST RACKING.
<br />ATTACHMENTS OF 51MILAR COMPONENTS SHALL BE DONE BY SCREW ATTACHMENT OR BOLTING.
<br />50REW5 SHALL BE A5 REQUIRED TO INSURE THE STRENGTH OF THE CONNECTION.
<br />5. STUDS SHALL BE SEATED
<br />SQUARELY IN THE TRACK WITH THE STUD WEB AND FLANGE ABUTTING THE TRACK WEB, PLUMBED
<br />OR ALIGNED, AND SECURELY ATTACHED TO THE FLAN6E5 OR WEB OF BOTH THE UPPER AND
<br />LOWER TRACKS. TOP OF 5LOPIN6 WALL STUDS SHALL BE GUT AT ROOF PITCH DOWN FROM WEB.
<br />6. SPLIGE5 IN 5TUD5 SHALL NOT BE PERMITTED UNLE55 SPECIFICALLY NOTED..
<br />7. SHOP DRAWINGS SHALL BE PREPARED FOR ALL TRUSSES SHOWING MEMBER SIZE, SPACING, GAUGE
<br />AND ALL GONNEGTION5. SUBMITTED SHOP DRAWING5 SHALL BE 516NED AND SEALED
<br />BY A RE615TERED PROFE55IONAL ENGINEER,
<br />MASONRY REINF, LAP
<br />50HEDULE
<br />BAR 51ZE
<br />LAP LENGTH
<br />#3 BAR
<br />Ib"
<br />#4 BAR
<br />24"
<br />#5 BAR
<br />30"
<br />#6 BAR
<br />36"
<br />#1 BAR
<br />42"
<br />NOTE:
<br />BAR LAPS BASED ON 45 BAR DIAMETERS.
<br />5TRE55E5 DO NOT EXCEED 50%.
<br />CONCRETE BEAM TENSION LAP SPLICE
<br />SCHEDULE
<br />BAR
<br />51ZE
<br />LOCATION
<br />CONCRETE 5TRENGTH
<br />5,000 P51
<br />4,000 P51
<br />5,000 P51
<br />#4
<br />TOP BARS
<br />31"
<br />32"
<br />21"
<br />OTHER BARS
<br />21"
<br />25"
<br />22"
<br />#5
<br />TOP 5AR5
<br />41"
<br />40"
<br />36"
<br />OTHER BARS
<br />36"
<br />31"
<br />25"
<br />#6
<br />TOP BARS
<br />56"
<br />48"
<br />43"
<br />OTHER BARS
<br />43"
<br />31"
<br />33"
<br />#1
<br />TOP BARS
<br />51"
<br />loll
<br />63"
<br />OTHER BARS
<br />63"
<br />54"
<br />41"
<br />#
<br />TOP BARS
<br />q3"
<br />boll
<br />12"
<br />b
<br />OTHER BARS
<br />12"
<br />62"
<br />55"
<br />#q
<br />TOP 5AR5
<br />105"
<br />ql"
<br />bl"
<br />OTHER BARS
<br />bill
<br />10"
<br />63"
<br />#10
<br />TOP BARS
<br />Ilb"
<br />102"
<br />ql"
<br />OTHER BARS
<br />1
<br />7q"
<br />10"
<br />NOTES:
<br />I. BASED ON NORMAL WEIGHT CONCRETE 4 GRADE 60
<br />REINFORCING BARS.
<br />2. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN
<br />12 INCHES OF CONCRETE CAST BELOW THE BARS.
<br />3. FOR LIGHTWEIGHT AGGREGATE, MULTIPLY ABOVE
<br />VALUES BY 1.5.
<br />VERTICAL REINFORCEMENT BAR LAP
<br />SCHEDULE
<br />BAR
<br />51ZE
<br />OMPRE5510N
<br />LAP
<br />CLASS "B" TEN51ON LAP
<br />3000 P51
<br />4,000 P51
<br />5000 P51
<br /># 5
<br />25"
<br />36"
<br />51"
<br />28"
<br /># 6
<br />30"
<br />43"
<br />51"
<br />53"
<br /># 7
<br />55"
<br />63"
<br />54"
<br />4q"
<br /># 5
<br />40"
<br />12"
<br />62"
<br />55"
<br /># q
<br />44"
<br />bill
<br />loll
<br />93"
<br /># 10
<br />50"
<br />ql"
<br />7q"
<br />70"
<br />NOTES:
<br />I. BASED ON NORMAL WEIGHT CONCRETE # GRADE 60
<br />REINFORCING BARS.
<br />
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