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Home My WebLink AboutS501- STEEL FLOOR FRAMING SCHEDULES AND TYPICAL DETAILSSEE NOTE �e" MAX 5 z 8"DIAORB"x8" 8"DIAORB"x8" ��"MIN � � � MAXOPENING MAXOPENING 11 g �� z z Q 000 Q � m � � z z z w _ _ _ � _� � � � _� � � � _� � � w�� = w w �� = w w�� o w a ww O a a yw O a a �w rc a z �� 3 z z �� 3 z z �� z z a o� m a a o4 m a a o4 � � K Ze d' ll Ze K K Zv m Q LL LL LL LL LL O LL 8"DIAORB"x8" 8"DIAORB"x8" OOO � O MA%OPENING MA%OPENING 1'-6"MAX � DECKSPAN, � DECK SPAN, DECK SPAN � ISOL4TED PENETRATIONS GROUPED PENETRATIONS GROUPE� PENETRATIONS ALIGNED PARALLEL TO NOT ALIGNED PARALLEL NOTES: DECK SPAN TO DECK SPAN 1. WHEREANVCONDITIONDOESNOTCONFORMTOTHELIMITSSHOWN.USEAPERMISSIBLEREWFORCEDORFRAMEDOPENING. 2. ROUNO OPENINGS MAY BE BLOCKED OUT PRIOR TO CONCRETE PLACEMENT OR CORED AFfER PLACEMENT. 3. S�UARE OR RECTANGULAR OPENINGS MUST BE BLOCKED OUT PRIOR TO CONCRETE PLACEMENT. POST-INSTALLATION WTTING OF SLAB CONCRETE FOR SQUARE OR RECTANGULAR OPENINGS IS NOT PERMITTED. 4. DO NOT CUT DECK OR OPENING UNTIL CONCRETE SLAB HAS REACHED A MINIMUM OF ]5 % OF IT528-DAV COMPRESSIVE STRENGTH. 5. NOT MORE THAN ONE SET OF GROUPED PENETRATIONS ALIGNED PARALLEL TO DECK SPAN IN ANV SINGLE FRAMING SPACE UNREINFORCED OPENINGS DECK SPAN � �� DECKSPAN, � > z yQ O CENTERLINEOF � w � i SUPPORT 3'-0" MIN 3'-0" MAX � j o� Q Z" Z" TVP o ~ M z � � ¢ �i �� COPE ANGLE TO BEAR (2) it4 PLACED IN FIRST T�P....... o �i ON TOP OF SUPPORT FULL DECK FLUTE " � FORM EDGE OF ______________ S DEHOF OPNG z � z � OPENING z OPENWG AS REQ'D CHAIRED3l6"A80VE g �SEE - � g � SURFACE OF � NOTE3 � � a� PERPLAN � DECKFLUTE w w w w d a a a z z z z Q Q Q DECKSPAN� Q � (Z��iQC�Q 3"�� LL LL � CHAIRED 3l4" ABOVE SURFACE OF DECK W EL�ED ANGLE FRAME FOR DECK SPAN UP TO 6'-0", USE L4X4Xi14 NOTES FOR DECK SPAN �6'-0" UP TO 10'-0". USE L6X4X5/16 (LLV) 1. WHEREANVCONDITIONDOESNOTCONFORMTOTHELIMITSSHOWNUSEA NOTES�. PERMISSIBLEANGLE-FRAMEDORBEAM-FRAMEDOPENING. �. yyHEREANVCON0ITIONDOESNOTCONFORMTOTHELIMIT55HOWNUSEA 2 FORM/BLOCKOUTOPENWGBUTDONOTCUTDECKUNTILCONCRETEHAS pERMISSIBLEBEAM-FRAMEOOPENING. REACHEDIT528-DAVSTRENGTH. 2. FORM/BLOCKOUTOPENWGBUTDONOTCUTDECKUNTILCONCRETEHAS 3. NOT MORE THAN ONE SUCH OPENING PARALLEL TO DECK SPAN IN ANV SINGLE FRAMING SPACE. REACHED A MINIMUM 0 RS % OF ITS 28-DAV STRENGTH - OR - DECK SUPPLIER PROVIDE GAUGE METAL POUR STOP AROUND ENTIRE PERIMETER OF OPENING. REINFORCED OPENINGS ANGLE-FRAME OPENINGS TYPICAL SLAB ON METAL DECK OPENING DETAILS N.T s i nnnc ei ir.nicn onaei i vi rq DECK FLUTES RELEA5E0 FOR CONSTRIICTI�N Su6jec� �o compliance with all regula�ions SLAB ON METAL DECK FLATNESS SCHEDULE �osi�� CERTIFIED BY � Q N LOADS ALIGNED PERPENDICULAF TO DECK FWTES SLAB ON METAL DECK PER PLAN 1 P I P SPACIN6 I SLAB ON METAL DECK PER PLAN 1 P l P j P SPAqNG I SPACING DECK SPAN CENTERLINE OF SUPPORT W iaX12 N N O O 3 3 w�oxiz �ECK SPAN T BEAM FRAMING WITH BOLTED CONNECTIONS, j UNO tt C'1 � � • 1 u_:. _ 51 2' I 20 GA E�� CFPSP SJee E�J E PS �a�o6�� SLAB ON METAL DECK SCHEDULE YIELD SUPPORT SUPPORT SIDELAP SIDELAP SLAB SLAB BASIS OF DESIGN STRENGTH TYPE FINISH FASTENER FASTENER FASTENER FASTENER FY T REINFORCING �,PE PATTERN TYPE PATTERN DECK (NOTE 6) 50 K51 COMPOSITE GALV 5" 4-0 LB/CY MACRO 5l8" DIA 36-4 SEE NOTE 5 SEE NOTE 5 WLCRAFT 2VLI FIBER PUDDLEWELDS NON-COMPOSITE FORM OECK: � ROOR DECK �CONCRETE ABO E DE�CK RU�TES SUPPORTFASTENER TVPE PER SCHEDULE SIDELAP FASTENER TVPE AND PATTERN PERSCHEDULE BEAM OR � o �JOIST FROM TOP OF SLAB � �� NOTE: SUPPORT ALL REINF ON CHAIRS TO MAINTAIN PROPER POSITION THROUGHOUT CONCRETE PLACEMENT. SLAB THICKNESS DEFINITION AND REINF PLACEMENT PROVIDE SUPPORT FASTENERS AT PARALLEL PERIMETER FRAMING AT SAME SPAQNG AS ADJACENT SIDEL4P FASTENERS FASTENER PATTERN DIAGRAM S/O�Y� � SUPPORT � FASTENERS @ 72" OC MAX PERIMETER EDGE FASTENING � 36" COVERAGE 36/4 PATTERN NOTES 30" COVERAGE 30/4 PATTERN SUPPORT FASTENER PATTERN DEFINITION NOTES: NOTES: 1. WHERE CONDITIONS EXCEED THE LIMITATIONS FOR �� CONCRETE TO BE NORMAL WEIGHT, UNO. UNREINFORCED,REINFORCEDANDANGLE-FRAMEOPENINGS, 2, FASTENTHROUGHMULTIPLESHEETSATALLENDANDSIDELAPS. PROVIDEBEAM-FRAMEDOPENINGASSHOWN,UNO. 3. ENDLAPSSHALLOCCURONLYATSUPPORTPOINTS. 2 FORMBLOCK OUT OPENING BUT DO NOT CUT DECK UNTIL 4� DECK SHALL BE INSTALIED IN A MINIMUM THREE SPAN CONDITION WHEREVER POSSBLE. WHERE THREE SPAN CON�ITION IS NOT POSSBLE, CONCRETE HAS REACHE� A MINIMUM OF]5% OF ITS 28-DAV NOTIFV STRUCTURAL ENGINEER PRIOR TO FAeRICATION OF DECK SO THAT EVALUATION OF THE LESSER SPAN CONDITION(5) CAN BE PERFORMED. STRENGTH - OR- DECK SUPPLIER PROVIDE GAUGE METAL 5. PoR DECK SPANS 5'-0" OR LESS, PROVIDE ONE SIDELAP FASTENER AT MID-SPAN OF EACH JOIST OR BEAM SPACE. POURSTOPAROUNDENTIREPERIMETEROFOPENING. FORDECKSPANSEXCEEOINGS'-0",PROVIDESIDELAPFASTENERSAT3'-0"OC,MAX. 115EDECKMANUFACTURER'SRECOMMENOEDPUNCHED SIDELAPS FOR COMPOSITE DECK AND NON-NESTING FORM DECK,UNO. USE #10 TEK SCREW S AT DECK W ITH NESTED SIDELAPS, UNO. BEAM-FRAMEOPENINGS 6. PROVIDEDECKWITHALLPROPERTIESMEETINGOREXCEEDWGTHEINDICATEDBASISOFDESIGNDECK. MAXIMUM PERMITTE� POINT LOA�S SPACING MA%POINT LOAD (P) LESSTHANI'-0"OC NOTPERMITTED 1'-0" TO 2'-0" OC 50 LBS 2'-0" TO 4'-0" OC 100 LBS GREATER THAN 4'-0" OC 200 LBS CONTRACTOR NOTE IN ADDITION TO THE ABOVE LIMITS, DISTRIBUTE SUPPORTS SO THAT TOTAL AMOUNT OF ALL LOADS SUSPENDED FROM THE FLOOR SLAB DOES NOT EXCEED 500 POlIN05 OVER ANY 100 SQUARE FOOT AREA (5 PSF�. NOTE: INDICATED LOADS ARE SERVICE LEVEL (ALLOWABLE STRE55 DESIGN) LOA�S. NOTES: 1. ANCHOR �ESIGN, DETERMINATION OF REQUIRED EMBEDMENT, AND INSTALLATION TO SAFELV SUPPORT THE APPLIED LOADS IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR,UNO. 2. ANCHORSSHALLBEINSTALLEDINSTRICTACCORDANCEWITHTHEMANUFACTURER'S WRITTEN REQUIREMENTS. 3 LOA� M E%CESS OF 200 LBS AT A SMGLE ANCHOR IS NOT PERMITTED. 4. WHERE PROPOSE� SUSPENDED LOADS DO NOT CONFORM TO THE LIMITS DERNED IN THIS DETAIL THE CONTRACTORS ENGMEER SHALL SUBMIT TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL OETAILS OF PROPOSED ALTERNATE METHO�(S) TO SAFELV SUPPORT THE LOADS FROM THE SLA9 AND/OR STRUCTURAL FRAMING. CALCULATIONS SIGNEDAND SEALED BY THE CONTRACTOR'S ENGMEER FOR THE APPROVE� ALTERNATE METHO�S SHALL BE Sl1BMITTED TO THE STRl1CTl1RAL ENGINEER PRIOR TO INSTALLATION OF THESUPPORTS. SLAB ON METAL DECK SCHEDULE N.T.S. SLAB ON METAL DECK FLATNESS SCHEDULE CLASSIFICATION OVERALL MIN LOCAL FF FF CONVENTIONAL 20 15 MODERATELV FLAT 25 20 FLAT 35 25 VERV FLAT 45 30 SUPER FLAT 60 40 FLOOR TYPE / LOCATION REQUIRED SLAB E%POSEDWAREHOUSE,MANUFACTURWGAREAS,UNO FLAT E%POSED UTILITVIMECHANICALAREAS, UNO MODERATELV FLAT FLOORS W ITH CARPEL VCT FlNISH, UNO MODERATELV FLAT FLOORS WITH POLISHED CONCRETE FINISH FLAT TILEl1PT016"LONGDIMENSION,>=1/4"GROUTJOINTS FLAT TILE UP TO i6" LONG DIMENSION, 3/16" GROUTJOINTS VERV FLAT TILE UP TO 16" LONG DIMENSION. 1/8" GROUTJOINTS SUPER FLAT TILE>i6"TO<36"LONG�IMENSION,>=1/4"GROUTJOINTS VERVFLAT TILE>i6"TO<36"LONGDIMENSION,<i/4"GROUTJOINTS SUPERFLAT TILE>36' LONG DIMENSION SUPER FLAT NOTES: 1. GENERAL CONTRACTOR SHALL REVIEW ALL FLOOR FINISH REpUIREMENTS FOR THE PROJECTAND PROVI�E CONCRETE SLAB SURFACE FlNISHES IN ACCOR�ANCE WITH THE REQUIREMENTSOFTHESPECIREDROORFINISHMATERIALS. WHERETOLERANCESFOR THE FLOOR FlNISH MATERIALS �IFFER FROM THIS SCHEDULE, THE MORE STRINGENT REQUIREMENTS SHALL APPLV. 2. GENERALCONTRACTORSHALLCOORDINATEWITHTHEFlNISHFLOORMGSUPPLIERTO PROVIDE ALL NECESSARV REPAIR, GRINDING, AND / OR LEVELING OF THE CONCRETE SLAB TO ACCOMMO�ATE ALL FLOOR FINISHES PRIOR TO INSTALLATION OF FINISH MATERIALS W ITH NO ADDITIONAL COST TO THE PROJECT. ors�a�ea�aia�aicoae� :D LOADS AT SLABS ON METAL DECK City of Carmel '�v�:��\i 1�.rvalMa=� . DATE: O$�Z4�ZO rv. i s. #4 x 5�-p„ @ 2�-p�� , CENTER OVER BEAM HEADEDSTUDS WHERE INDICATED � i/BEAM f, � PER PLAN Y FLOOR BEAM PER PLAN COWMN BEVON� � �' BEAMS AT INTERIOR COLUMN LMES �ECK GIR�ER FlLLER �¢ HEADED STUDS ASRWUIRED,TYP �w WHEREINDICATED #4x5.0..@2.0'.00 . rc CENTEROVERGIRDER `;� i FLOOR GIRDER PER PLAN FLOOR SLAB PER PLAN NOTES: 1. REINFORCEMENT SHOWN ON THIS DETAIL IS IN ADDITION TO ALL OTHER INOICATED REINFORCEMENT, UNO. 2. CONCRETE CONTRACTOR SHALL SECURELV CHAIR ALL REWFORCEMENT PRIOR TO CONCRETE PLACEMENT AND MAWTAIN PROPER REINFORCEMENT POSITIONING THROUGHOUTTHECONCRETEPLACEMENT. TYPICAL SLAB ON METAL DECK REINFORCING OVER INTERIOR GIRDERS AND BEAMS AT INTERIOR COLUMN LINES rv.is. CCORNERSTONE ■� � �M�R CR\ ■ STRUCTUREPOINT nc � CARMEL MEDICAL ARTS PAVILION 12174 N. Meridian Street Carmel, Indiana 46032 � +r m: No. q�11200647 9� STFTE Of / ISSUANCE INDEX DATE: �5.22.2020 PROJECT PHASE: CONSTRUCTION DOCUMENTS STEEL FLOOR FRAMING SCHEDULES AND TYPICAL DETAILS S501 rc �m ' �w Project Number 2019.00780