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<br /> � 1. TOP & BOTTOM TRACK TO BEAR DIRECTLY ON STUDS. 1. TQP & BQTft3kl TRACK TQ BEAR DIREGTLY ON STUDS. 1. T4P 8c BOTTOM TRACK TO BEAR DIRECTLY ON STUDS. 1. TOP & B(7TTOM TRACK TO B�R pIRECTLY ON STUDS. �
<br /> �+15 J 2. USE llGHT �AGE SHIMS IN BQTT4M TRACK TO 2. USE LIGHT GAGE SHIMS IN BdTTQ�I TRACK
<br /> '�-,-' 2. US� L1GHT GAGE SHI�IS !N BCITTC?M T�'AA�K 2. USE LIGHT GAGE SHIMS IN BQTfOM TRACK Y
<br /> Q '' Q TO ACCOUNT FOR SIAB IRREGULARIfiIES. AGCOUNT FOR SLRB IRR�GULARI11E5. TO ACCOUM' FQR SU1B IRREGUTARITIES. TO ACCOUN`f �'OR SLAB IRREGULARITIES. w
<br /> � 3. !F U-PANEL IS NOT TO BE ON B��I SIDES 3. 7HE F104R STUDS A84VE MUST BE DIRECTLY 3. IF U-PANEL IS NQT TO BE 4N BOTH SIDES . 3. THE FLQOR STUDS A84VE �IUSfi BE DIREC7LY �,
<br /> PER PLAN THEN A H4RtZ GIRT f5 R�QUIRED (}VER STUDS QN FIRST FL04l�. PER PLAN THEN A HORIZ GIR7 IS REQUIRED � �w� OVER STUDS ON FlRST FLOOR. f "� J
<br /> 4 �� 4. IF U-PANEL IS N4T TO BE ON EOTH SIDES I 4. 1� U-PANEL IS TO BE QN E07}�I SIDES z
<br /> (SEE 46JSD3). R�OF PIUVEL PER PLANS RQO� PANEL PER PtANS (SEE 46/SD3). ` �
<br /> ! f P E R P(A N T H E N A H O R I Z G I R T I S R E Q U I R E D P E R P I.A N T H E N H O R I Z G i R T I S N O T R E Q U I R E D. �
<br /> COt�POS1TE DECK � � � AT7ACH PER DETAIL �,3f SD2 (5 E E 4 6�S D 3�. � ATTACH PER D�AIL 23f SD2 �� � � �.
<br /> PER PLANS AND
<br /> DETAIL 55/SD3 (1) #4 AT 24" OC DECK (3RD FF) DECK (3R6 �F)
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<br /> � --� TOP TRACK PER PIANS � ' ` � TOP TRACK PER PLANS � ' ' �"� v °0
<br /> �' - =- - _ �--- --__ . ; 2W COMPqSffE DECK � 2W CCIMF'OSITE DECK� ���
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<br /> � � � -e - � -- -- „ � , � y � 'U' CONT TOP TRACK 1/�� (2) #12 TEKS TO ! , PER �El'AIL 55fSD3 WJ (2) �12 7€KS TO F � PEi2 DEfAIL 55�SD3 ��� � o
<br /> W� (4� �12 TEKS
<br /> r�� EACH SID� OF EA P�ST � ��
<br /> � � ' � TO EA STUD ( EA�H SIDE OF EA POST � `� +-a� � �
<br /> �! ` ° ° I' ' ' , , i i ; 24GA FILLER PAl�IEL I ! ; ��� � �-
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<br /> U TOP TRACK TO PARTTTIQN W� (2) A[}DfTt�NAL ' � � � � � � ��� �;�
<br /> ' � � � PER RLANS � W� S�REWS pT 12" OC I , -. ' � .� �
<br /> - - � � ' � � x 24GA FILLER PMIEL ' 'j 8 x 24GA FILLER PAMEL �
<br /> - - - - _ _ � �1 � � �
<br /> � . . . _ - �� ` "� FASTEN COMP(3SffE DECK ! " '` W� SCREWS AT 6" OC� TO FAS7EN CQMPOSITE I}ECK � ; ' Wf SCREIA+S AT 12" OC TO ��� �
<br /> - - I ; DBL 'C BEAMS � � SCREWS TO EA S1UD) � � 8" x 24GA FILLER PANEL TO TQP TRACK �� � ` �; TOP TRACK AND PARTITION TO TQP TI�4GK � TOP Tf?AACif A�iD PAFtT�T`ION z;� � o
<br /> -- _ �
<br /> --- � � � , ' , � W� SCREWS AT 12" OC TO �� ° � i Q d� (L, � �o
<br /> i � � PER PL.Ai�tS � �� i� � � , TOP ANGLE AN� PARTITION �� �12 TEKS � � ,; W� (2) ADDIT��ldAl. SCREWS Wj �12 TEKS � � W� {2) ADDiTIONAL SCREWS �,�� L� ,:�
<br /> , ' � AT 8 OC iYP I a ; i TO E!1 STUD ,,, � o�
<br /> � � � � r� �a s�D) �,T i�g ac � , ) ��� � a
<br /> - -- ,�' Top �acK � co�t�r�N E I I� � w/ (z) A�amon� scR�ws r � � , � r o o a
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<br /> PER PLANS PER PLANS il
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<br /> � � � ; ,� ' � �Q� V �
<br /> HAT �HAPED lulAC-GIRT BRACING �� o
<br /> QECK TRANSITIC�N AT STEEL WALLS 45 '� ` � ' ' ` ' �� 4 � �' `
<br /> i�
<br /> ��� � � I ' � SIZE AND S�ACING PER PLANS a �� ��o � a
<br /> SCA{..E: 1" = 1'-0" i �`� i fi � �i W,! (�} �12 TEKS � `i �-Q �"
<br /> i ' � � I , AT ERCH SIDE 0� POST TYP ,.-' �
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<br /> �, � � � � I� i
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<br /> � ``fi`T �12 SCREWS AT 6" OC 1YP � I ' i
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<br /> 2NE}f3F2D FF , , . „ 'C' STUDS �1ZE AND SPACING U-PAlJEL PARTITION PER PLANS 'C' STUQS SIZE ANp SPACING ! U-PANEL PARTfTION PER PLANS `C' ST11DS SIZE AND SPACING ;� ,. U-PANEL PARII�ION PEFt PLANS 'C' STUDS SIZE AND SPACING ; i , U-PANEL PAR1'1710N PER PLANS
<br /> L 4 x4 x14GA CQNG STOP ANGLE P�� ��� � � � � AT�ACH PER DETAIL 1/S1.3
<br /> - W j �12 TEKS AT 12 � i ! , � ATTACH PER DEfAIL 1/S 1.3 PER PLANS ` �
<br /> t �! „ i � , ATTACH PER DETAIL 1/51.3 PER PLANS � ' f ATTACH PER DETAIL 1 S1.3 PER PLANS � , ;
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<br /> . TO TOP TRACK TYP ` }
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<br /> COtd� CHORD RER PL.At�iS � � � � ; , i
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<br /> 1J �`OP 1RACK � �, � i � ;
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<br /> 2W QECKING PER 55 jSD3 ' ,-` , , i I� ;
<br /> 'C' POST ' ' I ' � � i BASE TRACK PER PLANS �'�i � � � � �,iE TRACK PER PLANS
<br /> SECTION A7 SIDEWALI. ; � , I , ; W/ (2) #12 TEKS ;; ;;s ; , ,, wl t�) ��z ��cs �
<br /> TO EA SIDE OF EA POST , ` , TO EA SIQE OF E4 PQSfi
<br /> � ! � f � � F
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<br /> 2W CLOSURE � �° ; (2) �12 S�RE� AT 12' (?C TYY�' ANCHf1R BOLT SIZE AND SPACING � j BASE TRACK PER PLAN� ANCHOR BOLT SIZE AND SPACING � 3�� ANCHOR BOLT" SIZE AND SRACING �"� � ; BASE TRAGK PER PLANS ANCNOR BOLT SIZE AND SPACING ' �1
<br /> ' ' Wj MIN E�lBED PER PLANS � � .� W f {2} �12 TEKS W/ I�IM EMBED PER PIANS ; ; � 2W CC}MPOSITE DECK Wf �AIN Et�BED PER PL4NS ..; ;, Wj {2} #12 TEKS W/ I�IN EMBED PER PIANS � ! 2W COMPOSITE DECK
<br /> , ���`3�Q � '�.' 4°x4"x14GA CONC�STOP ANGI.� (�PECIAL INSPECTION REQUIRED) ,,,'I '� Tf? EA SIDE {�F EA POST {SPEC�AL INSPECTION REQUIRED) ( { ,; PER DEfAIL 55/SD3 (SPECIAL INSPECTION REQUiRED) �i � i : TO EA SIDE OF EA POST (SPECIAL IIVSPECTIt1N REQUIRED) � i f�l PER DETAIL 55f SD3
<br /> i , 1 , , ;
<br /> � � � _ W� �12 TElCS AT 12 OC �� ; '' i ;
<br /> � TO TOP TRACK TYP I ��� '� � `� � !��
<br /> � �' f ° DECK (3RD FF) ! ' � DECK (3RD FF) ! '� ` DECK (2ND �F) � DECK (2ND FF)
<br /> � ; ,
<br /> CONT' CHORQ PER PLANS _ _ _ , .
<br /> ` 'U' TOP TRAGK = _; � --__ _ __ _-_.__
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<br /> ZW QE�KIt�G PER 55/SD3 !ti-' I 'i I � '
<br /> 'C' STUDS PER PLANS
<br /> SECTION AT ENDWALL '� A-� � '_.,�� L J .
<br /> 1 1 �
<br /> 2W DECK TC� �TEEL WALLS �o THIRD FL.C�� L�NG�TIJD�NAL �EAH WAL �� T� FLC�O� TRAN���E:�'� �EA�NG SHEAR �i 4� ��+C'AND FLC�Fi LQ��ITUDINAL �HEAF� WAI.L 4� ��CX�1D FL40R ����VER�'�E BEAf�JG 5�-�Afl WALL 4� �
<br /> 0
<br /> sc�: 1# _ �'-o" SCALE; 1/16� � �'-op sca�: 1/16A = �'-o� sc�: �/�s� = 1'-0� sca�: �/�sn = �'-o" �C
<br /> aC
<br /> NOTES: NOTES: NOTES: NOTES: NQTES: � �
<br /> 1. CQNCRE(E TO BE MINI�IUM 2 1 f2� RBOVE TOP OF HiGH RiB, 1. TOP & BOTI`QM TRAC�C TO BERR DIRECTI.,Y aN STUDS. 1. TOP & SOITQM TRAGK TQ HEAR DIRECTLY ON STUDS. t. TOP dt 80TTQM TRACK TO �EAR DIREGT�Y ON STUDS. 1. TOP $� BOTT4M TRACK TO BEAR DiRECTLY ON STUDS. � �
<br /> f'c = 3,000 PSI, NORMAL WEIGHT (145 PCF) 2. USE LIGHT GAGE SHIMS �N 603TaM TRACK 2. U5E L1CNT GAGE SHIMS IN BOTTOM T�ACK 2. USE LIGHT GAGE SHIMS IN BQTfQM TRAGK 2. USE LJGHT GAGE SHiMS IN BOTTOM TRAGK
<br /> 2. GAUGE �F STEEL DEGK AND REINFORCEtitENT TO BE PER FLO�R QECKING PI�tNS. T(7 ACCOUM FOR SLRB IRREGUTARITIES. Ta ACCQUNT FOR SLAB IRREGULARff1ES. TO ACCOUt+ITT FOR SLAB IRREGULARiTlES. Ta RCCOUNT FOR SLAB IRREGULAR�IES. w =
<br /> 3. SP�CIRL INSP€CTION REQUIRED FOR CQNCREfE STRENGTHS 3,000 PSI AND GREATER. 3. tH� FLOOR STUDS ABUYE MU57 BE �lRECTLY 3. THE f�1t?{}R STUDS A80VE MflST BE DIRECTIY 3. IF U-PANEL 1S NOT TO BE �N BOTt� SIDES 3. THE FL(�OR STUDS ABt?VE MUST BE DIRECTLY
<br /> 4. STEEL DECK MANU�ACTU�2ED BY: ASC PROFlLES OVER STUDS QM FlRST �QOR. 011�R STUDS ON FfRST Ft.00R. PER PtAN THEN A H(3RIZ GIRT 15 REQUIRE� tIV�R STUDS E}N FIRST FLi�OR. c=n CI�
<br /> 5. USE A MINIMUM OF 3 C(}NT1h1U0�1S SPANS. (SEE 46/Sa3). , 4. IF U-PANEL IS TO BE ON 64TH SIDES
<br /> 6. ATTAGHED DEGK TQ TOP TRACKS, `C' BF.�tMS, AND STRU�TURAl. BEAAt�iiS. AT STRUCTURAL MEMBERS i E , i PER PLAN THEH HOR1Z GIRTS ARE NOT REQUIRED. i I�
<br /> USE �12-24 (TEK 4.5 OR 5) EN lJEU OF �12 TEKS. �
<br /> 7. PLEASE REFEREAIGE THE GO�APOS(fE DECK iVOTES ON SHEET S1,2 Ft1R ADDl710�1AL IN�(}R�tATIflN. � I ���� ,`�; ( i �
<br /> 8. Nfl CONTRt?L JOINTS. � '
<br /> � �
<br /> � �� ' DECK (2ND FF}
<br /> � „
<br /> �6° COVER DECK (Ff) _ DECK (FF) ; , DECK (2N[? FF) �
<br /> BUTfON PUNCN _ __ ---- ---- __ __ -.. _: - --.-- :_ _ �- � � � � , �,.._� --- -�_- - ��- -- -__ __.
<br /> �- z ' � _ _ _. �
<br /> e � � � j ; � � �
<br /> FASTEN TO TOP TRACK LAPS AT 24" OC
<br /> VARIES PER PLANS (MAXIMUM SPACING)
<br /> � � � � �
<br /> N � i i �
<br /> N TOP fiRACK PER PLANS i � 2W C(}MPOSITE DECK TOP TRACK PER PLANS ' � I 2W COMPOSITE DECK TOP 1RACK PER PLANS i ' ? 2W CO�iPaSITE �ECK TOP TRACK P�R PLRNS � I' !, 2W COMEPdSiTE DECK
<br /> � ' Wf (2) �12 TEKS TQ ' PER DETAIL 5�jSD3 W� (�) �12 TEKS TO � '� PER DETAIL 55fSD3 W� (2) �12 TEKS TO � r PER �ETAIL 55�SU3 W� (2} �12 TEKS TO ; � PER DEf�IL 55fS�3 �
<br /> ��� - � _ J__ � EACH SIDE OF ER POST I �I EACH SIDE t?F EA POST 1 i� EACH SIDE (}F EA POST I E ! � EACH SIDE OF EA POST � ! �
<br /> - - - - - -- - - -- -- I ! � ' �
<br /> x i r! ' ; .
<br /> � �� � ���l g° x 24GA FI�LER PANEt � � 8" x 246A �ILLER RANfL � ��� � �' x 24GA FfLLfR PANEL � �
<br /> jy � �I .M � n r
<br /> � � I
<br /> �ASTEN CO�iP{�SITE DE�K fASTEN CQMPQSfTE DECK i ' W/ SCREWS AT 6 QC TO FASTEN COt�F�SffE DECK W/ SCR�WS AT 6 OC TO FASTfN COMPOSITE DECK W/ SCREWS AT 6 OC TO
<br /> � ( � TD T4P TRACK TO TOP TRACK � ��� TOP TRACK AN[1 PARTIT1t�N Ta TOP Ti�CK I � ���� TOP TRACK AND PARTITION TO TOP TRACK � �� TOP TRACK AND FARTrTIt?N � �
<br /> T4P TRACK, 'C' BEAMS, � W/ �12 TEKS Wj {2} �12 TEKS � � wl (z) ar�Qm�� sc��ws W/ �12 TEKS W/ (2) AQDITIONAL SCREWS W/ (4) �12 TEKS � �% W/ (2) AQDITIONAL SCREWS
<br /> �R STRUC7URAL BEAM � ' �
<br /> PER �LANS i AT 10" 0� TYP AT 12'° OC Tl'P I ; .� TO FA STUQ) AT 4" OC lYP � � ; � TO EA SfUD) AT 12" OC TYf' i T� EA STUp)
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<br /> VIM`L OR CASEIN DRY t3R VINYL (3R CASEIN DRY OR � � � I '�� ,��� � �
<br /> SCA1E: 1" = 1'-f�" PRE�IIXED ,{OINT C{}MPOUNa � PREMIXED JOlNT COMPOUND � ' 'C' S1UDS I
<br /> � �� SlZE AND SPACING �
<br /> � APPUED W �WQ C-0ATS TQ I , � � � APPLIEQ if� TYVQ �OA�'S TO I ;��, � � � i �� � i � �
<br /> (1) LAYER 5f8 TYPE X GYF' (1) LAYER 5/8 TYPE X GYP ' � PER PLAIVS � � �
<br /> JOINTS AND SCREYV HEADS OF J�?INTS AND SCREW HEADS OF i I ,
<br /> 1 , BOARD ON EACH I , � �
<br /> NOTES: 4UTER IAYER. � � FASTEN GYP BOARD TO POSTS 4lJTER IAYER. � i FASTEN GYP BOARD TO POSTS , `
<br /> PER�ORATED PAPER TAPE � � p P�RFQRATED PAPER TAPE ° I �� � � '�= ` � �; �
<br /> 1. PROVIDE A�EQUATE 8RACING 0� BEAMS AND CflLUMNS. „ � W/ TYFE S1 Z SCREINS 7 QC „ � , i W/ lYP� S 1 Z SCREYVS 7 flC I � , �
<br /> 2. DO NOT REMOVE BRACING UNT1L SHEAR WALLS FL�{7R DEGK & CONCRETE ARE INSTAIIED & CURED. � WIDE, EMBEDDE� IN F�RST LAYER � 1-HOUR ASSEMBLY PER 2 W�DE, EMBEQBED lN FIRST LAYER 1-HdUR ASSEMBLY PER ` '
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<br /> 3. PROVIDE DOt1BLE STU[l5 0�1 FLQ4R 8EL£�W WHERE THlS COND�ION OCCURS. OF COMPOUND OVER ALL UL DESIGN U425 OF COMP{}UND 01�R ALL ' ' UL QESIGN U425 I � � ' ' � �
<br /> � ( �
<br /> JOINTS �F 4lJTE+� LAYER � � JOINTS t�f UUTER LAYER
<br /> I � 'G' STUDS � � U-PANEL PARTffION PER PLANS HAT SHAPED idAC-GIRT BRAGING F � � U-PRNEL PARTITI4N PER PLANS �
<br /> �
<br /> `�� SIZE AND SPACiNG ATTACH PER pETAIL 1 jS1.3 SIZE AND SPACING PER PLANS ' i ATTACH PER {3EiAlL 1�S1.3 �
<br /> 2ND/3RD FF (COMPO5fTE DECK PER 55/SL}3) I, ; '� PER PLANS i WI (2) #12 TEKS �
<br /> � � AT EACH SIDE OF POST TYF' � �
<br /> , =� , , I � , , _ � � '
<br /> � U PANEL RT SHEARWALLS
<br /> � ; � �
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<br /> C STUDS �ER RLl�N � C �TUD� PER PtAN �' i�,
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<br /> AT 4 iulAX PA IN 4 M P a
<br /> 2 S C G AT A ING
<br /> ' ; :; (z) C BEAMS {SEE PLAN F`4R SIZE} � ; �' z �x s c ; ; I � ' , ; , �'! W
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<br /> 12 TEKS PER PLAN � I�
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<br /> ANCHOR BOLT SIZE AND SPACING BASE TRRCK P�R PLAN5 ANCHOR BOLT SIZE AND SPACING BASE Tf7ACK PER PLANS ANCHOR BOLT SIZE AND SPAClNG � BASE TRACK PER PLANS ANCiiQR BOLT S(ZE AND SPACING BAS� 7RACK PER Pt�JVS
<br /> W� MfN E�16Et? PER PLANS � � W� {2) �12 TEKS W� MIN EMBEL7 PER f'LANS � ;� � W� (2) �12 �EKS W� �tIN E�iBED PER PtANS � � ' W� (2) �i2 TEKS W� MIN EMBED PER PLANS ; i:� YV� {2) �12 TEKS �
<br /> {SPECIAL INSPECTlUN REQUIRED} fiU EA 51QE flF EA POST (SPECIAI. INSPECT{ON RE4UIRED) ; � I TO EA SEDE OF EA POST (SPECIAL 1NSPEGTION REQUIRED} , TO EA SIflE QF EA POST (SPECIAL INSPECTlQN REQUIRED} � ; � TO EA SIDE OF EA POST o
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<br /> 2 C OSTS E LANS
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<br /> FF FF 51.AB S SLAB ST
<br /> SCREWED TOGECHER, 8ACK TO BACK � � � � , � ' � ��, � � � � � � � � � STAM P
<br /> W� �12 TEKS AT 12" (}C �� .� � � � � � � � .� � { ; � �:� � � � � �. �. _ . � � � � � � ; ��� �' �
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<br /> �C�RRID�R B�AM 6� 1 N@U� RA�C� �UNGIT`UDINAL. WA�.L 5� 1 HC�UR RATEC� TRA�lS1�ERSE W'�LL 58 �R��T �C�R LUNG�111DINAL SHEAR WAL� 57 FLOOR TRA1f��UERSE BIEARING SHEA� WALL 5� �Q �
<br /> .�, ,�� 4fl700 �� ��
<br /> SGALE: 3/4" = 1'-0� SCALE: 1/16" = 1'-�" SCALE; 1j16" = i'-0" SCALE: 1/1S° = 1'-0" SCALE: 1/16" = 1'-Q" �sS�G�sT����,c,�
<br /> UNAL
<br /> EXPIRES: �5-18-15
<br /> DATE 04-30-13
<br /> DRAWN PJPH
<br /> CH�CKED MiRD
<br /> JOB NC�. 1211
<br /> SCALE AS NOTED
<br /> pRAWING Na.
<br /> REV. C,j
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