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HomeMy WebLinkAboutA501 - Partition Wall Types & Detailsi DEEP LEG �EFLECTI01' TRACK -SEE DETAIL ]� EXISTING ROOF DECK DO NOT PENETRATE FlLL CAVITV WITH FIRE SAFING MATERIAL FIRE CAULK ENTIRE PE BOiH SIDES FASTEN TO PRESSED sruo @ 3s�� o.c. EXISTING RWF DECK- DO NOT PENETRATE �EEP LEG �EFLECTI01 TRACK -SEE DETAIL L FASTEN TO PRESSED sruo @ 3z° o.c. 20 s��E HEAD DETAIL ,._,�-0�. WALL AT UP RIB STEELSTRUCTURE 19 s��E ATTACHMENT DETAIL 3.-,-0 EXISTING R W F DECK- DO NOT PENETRATE 3 5/B" METAL STUDS PRESSED INTO D W K RIB. SPAN BEiWEEN JOISTS/BEAMS. �0 NOT FASTEN TO �ECK. FASTEN TO PRESSE� sruo @ 3z° o.c. DEFLECTION TRACK-SEE DETAIL ]/A-501 SPACER BAR NOT MORE THAN 12" FROM TOP OF STUD EXISTING R W F DECK- �0 NOT PENETRATE 3 5/B" METAL STUDS PRESSED INTO D W K RIB. SPAN BEiWEEN JOISTS/BEAMS. �0 NOT FASTEN TO �ECK. �EFLECTION TRACK-SEE DETAIVIA-501 FASTEN TO PRESSED STUD @32"O.C. ASSEMBLV SHOWN DASHED AS OCCURS PERPENDICULAR TO �ECK"RIBS". SPACER BAR NOT MORE THAN 12" FROM TOP OF STU� EXISTING ROOF �ECK - DO NOT PENETRATE 3 5/8" METAL STUDS PRESSED WTO DECK RIB. SPAN BETWEEN JOISTS�BEAMS. �0 NOT FASTEN TO �ECK. P' %4" %0'-6" LONG, 12 GA. FRAMING CLIP WI (9J a10 SCREWS METAL STU� BRACE wn�� Pnen��� wirH doisr 16 GA. METAL TRACK W/ aae-oai��eo Ho�es Foa �x� a10 W00� SCREWS RLL CAVIiV WITH RRE SAFlNG MATERIAL 1.5"X1.5"X1.5"12GA. FRAMING CLIP W/(1J p1 SCREW EA LEG-BOTI DEFLECTIONTRACK- ReFeR ro nr�sa+ FASTEN TOP CHOR� C w000rRuss FIRE CAULK AN� SEAL iVP. ALL SIDES 5/8" TVPE'k GVPSUM BOARD-DONOTATTP TO WALL FRAMING �EFLECTION TRACK - REFER TO ]//�501 4 s�A�E STUD FRAMING SCHEDULE 20 GA. METAL TRACK x 0'E" LONG W/PRE-0RILLE� HOLES FOR (2) d10 W00� SCREWS 16 GA. METAL TRACK W/ PRE-DRILLED HOLES FOR (2J a10 WOOD SCREWS (4J p10 TEK SCFEWS E%ISTING CONCRETE SLAB REFER T019/A-601 FOR ATTACHMENTTOSTRUCTURE METALRUNNER FILL ANV CAVITIES IN CONCRETE SLAB W ITH FlRE SAFlNG MATERIAL FlRE CAULK-NP. BOiH SI�ES DEFLECTION TRACK -REFER TO ]/A501 FASTENERS- �0 NOT ATTACH TO VERTICAL WALL STU�S 1"MIN. �ERECTION SPACE. TVP. BOTH SIDES 5/B"TVPE'X' GWB COVER-DO NOT ATTACH TO GWB FACING FlRE CAULK-NP. BOiH SI�ES 6I8"TVPE'%' OWB FAOINO METAL STUD - REFER TO WALLiVPES I I PARALLEL TO ROOF FRAMING I � PERPENDICUTAR TO ROOF FRAMING WOOD STRUCTURE 9 5/e"X 20 GA METAL STU� T 20 GA METAL TRACIGO'-B" - LONG W/ PRE-0RILLE� HOLES FOR (4J d10 W00� SCREWS �EFLECTION TRACK-SEE DETAIVIA-501 3 5/B" (CSJ iVPEJ STUD @ 1fi"O.C. SPACER BAR NOT MORE THAN TT' FROM TOP OF STU� i i STUD STUDDEPTH FLANGEWIDTH STUDGUAGE STUD MAXIMUMWALLHEIGHTORMAXIMUM �ESIGNATION SPACING HEIGHTTO�IAGONALBRACE 3625162-33 35I8" iSlB" 20 18" 1]'�" � E%ISTINGPLVWOO�ROOFING g625162-09 9-5/8" 1-518" 18 16" tA'-0" SHEATHING 95/e`%20GA.METALSTU�S 382518254 35/B" 1518" 1A 1A` 20'E" @48"O.C. 600516233 B" 1-S18" 20 18" 28'9'• 20GA.METALTRACWO'8`LONG A0051A259 6" 15/e" 18 16" 28'6" @48"O.C.W/PRE-0RILLEDHOLES � � � � � FOR�a7uiow000scREws aoos+ez-sa e�� +-sre�� +e +e�� so�-0�� SHEETMETAL,I2GA.Wl(1Ja12 800516233 8" 1-S18" 20 18" 32'-2" SCREW�10"O.G-BOh151DE5 80051A259 8" 15/8" 18 16" 95'-0" EXISTINGWOODJOIST � � � � � 8005182-54 8" 1-5/8" 18 18" 38'-1" FiREcnu�KENnRE aERiMETER- LIGHT GAUGE FRAMING SCREW eorHsioes LIGHTGAUGEFRAMING-CROSSREFERENCEGUIDE CONNECTIONS MILTHICKNESS-GAUGENUMBERCROSS uN�essNoreaucHrcnuceFRnMwc REFERENCE CONNECTIONSSHALLBEMADEUSINGd85CREW5. \�� 25GA. iBMIL 1fiGA. 54MIL ATLOCATIONSWHERESHEATHINGMATERIALIS '� EXISTINGPLVWOODRWRNG PLACEDAGAINSTTHESCREWHEADSOFLIGHT SHEATHING 22 GA 2] MIL 14 GA. 68 MIL GAUGE METAL FRAMING CONNECTIONS. PANCAKE 35/8"X20GAMETALSTU�S pOGA. 99MIL 12GA. 9IMIL HEADSCREWSSHALLBEUSEDSOTHATTHE RUNNER TRACK W/ SHEATHING MATERIAL REMAINS STRAIGHTAND PRE-0PoLLE� HOLES FOR (6) a10 18 GA. 43 MIL SMOOTH. WOODSCREWS-ATTACHEDTO w000doisraevoNo EXAMPLE CROSS REFERENCE �� 1/2"DERECTIONSPACE- FlLL WITH RRE CAULK'. NP.BOTHSI�ES 35/8",18GA.STRUCTURALMTLSTU�-362 S 162 -43 METALSTU� _- � / A ���- STUDDEPTH (5=5TUDJ FLANGE STUDTHICKNE55 ------ E%ISTINGWOODJOIST =3.825" (i=TRACKJ WIDTH �43MIL(18GAJ BEVON� =35I8" =1.825" =15I8" METAL STUD ICC# ESR-1166 NOTES 1. NESTEDTFACKS(20GAGEMINIMUMJOFSLOTTEDTFACK(20GAGE MINIMUMJTOALLOWI/2" DERWTION. 2 STU�SCUTIIT'SHORTTOALLOWFOR1l%'�EFLECTION 9. FINISH MATERIALS (WHERE OCCUR) HELD 1/2' SHORT OF TOP OF TRACK TO ALLOW FOR 12' �EFLECTION. �0 NOT SCREW FINISH MATERIALS INTO TOP TRACK - FASTEN INTO STUDS ONLV. 4. APPLVORPATCHFlREPROOFlNG(WHERE IN�ICATE�)AFTER INSTALLATION OF TRACK OR STRAPS 5. ACOUSTICALSEALANTINI/2"DEFLECTIONGAPATPARTITIONSWITH ncousricnuNsu�nrioN fi. HILTIFASTENERSORAPPROVEDE�UAL �EEP LEG �EFLECTION TRACK FASTENERSTO STRUCTURE ABOVE / � t�� 5 0 � � � .�9F � .. � I I� "� �� � �- DEFLECTIONTRACK-SEE � � �IIII�� DETAILI/A501 ENDOFSLIPTRACK I � I�YI 35I8"(CSJTVPE)STU�Q I � � 16"O.Q f SPACER BAR NOT MORE THAN iT' FROMTOPOFSTUD - . 95/8"METAL STUD BRACE 1 � / 1 9 5/8" METAL STUDS PRESSED INTO DECK RIB. SPAN BENVEEN JOISTSIBEAMS. DO NOT FASTEN TO DECK. 112'%112'%112' 12 GA FRAMING CLIP W/ (1J a12 SCFEW EA. LEG - BOTH SI�ES SPACER BAR NOT MORE THAN 12" FROM TOP OF STU� SHEET METAL, 12 GA. W/ (1J p12 SCREW @ 18" O.C. -BOTH SIDES 35/8" METAL STUDS PRESSED INTO DECK RIB. SPAN BEiWEEN JOISTSIBEAMS. �0 NOT FASTEN TO �ECK. SHEET METAL, 12 GA. W/ (1J a12 SCREW @ 18" O.C. -BOTH SI�ES SPACER BAR NOT MORE THAN 12" FROM TOP OF STU� RRE CAULK ENTIRE PERIMETER- BOTH SIDES CONCRETESTRUCTURE DERECTION TRACK - REFER TO ]//F501 EXISTING CONCRETE SLAB � CONNECTTRACKTO STRUCTURE WI (2) d1F CONCRETESCREWS( OA. (9/6" MAX EMBE�) CONCRETESTRUCTURE i UL ASSEMBLY SYSTEM HW-0-0001. a < °.e .a � a,� E%ISTINGCONCRETESLAB � � 6" / y 1 (2J11A"DIAMETEF �� CONCFETE ANCHOFS (3/4" MA%EMBE�) 2"%2"%10"LONG',12GA � FRAMING CLIP (3) d12 SCREWS � METAL STUD DIAGONAL � BRACE FINISH CEILWi STEELSTRUCTURE 18 s��E ATTACHMENT DETAIL 3.-,-0 �y ExisriNcsrRucruRE n-soi _ / ♦ � � -� ��� �,� ,--� -�� i - i � i A_5 I . ,e � �- E%TENDGVP.B�.TO M � � UNDERSIDEOFDECK I � � @OPENCEILWG LINEOFCEILING �� � �� �1 �'- NEOFCEILWG �, -�......... uNeoFcewNc ` �:� 3 I\: J/I �I ,. � I A-501 . : .. („�A�ERS,BNPEx NOT USED �Ex ' � "�� cvvsuMeoneo WALLiVPE B'.35/8 METAL ..,... .,...5/8 METAL STUDS �16"O.G STUDS �16' O.C. WALLTVPE'B1".6"METAL WALLTVPE'C1'�.6"METAL 2 : STODSat6'O.C. 2 STII�Sat6"OA. WALL TVPE'B2''. 2 12' ALL rvPE'C2".2 1/2'. ASO� �-.� 61ETALSTUDS@ifi"O.C. ASO� --� M LSTUDS@ifi"O.C. I ', I WALLTVPE'B3".15I8" �. � WAL TVPE'C3".1518" METALSTUDSQt6"O.C. METAL TO�SQt6"O.C. � i . i RELEASED FOR CONSTRl1CTI0N Su6jec� �o compliance with all regula�ions of Sta�e antl Local Codes WALL TYPE'C, 'Cl','C2', 8'C3' City of Carmel �i `��¢m�' lamn�Ml1 � onrE: 01 /16/20 � CONCRETESTRUCTURE WOODSTRUCTURE s�6�E WALL BRACING DETAIL pp EXISTINGSTRUCTU EXISTINGTOPBBOTTOMWALL EXISTINGSTRUCTU �y -EXISTWGSTRUCTURE A-501 TTACHMENTS TO REMAIN A-501 I/ I I/ \I \i~/ �\_ � \ '� EMEND GVP. BD. TO ' I UN�ERSI�EOF�ECK i .i � { r oFcewNc ��.�nurrr o..��vr� uNeoFcewNc "�i FxisnvcwFrai � ur.� R, ♦ .._ -F �n,�::_ �,..,a:: ro�F�:-r..in i� �ii i- �......... �weoFcei�wc �I ' �� _ iI a�o, a NOT USED A NOT USED W��T°PEF�5,8META� sruos �is� o.c. WALL TVPE'Ft". fi" METAL � :{ ;'IYPLRCY48lIR' •�d'IY-VxG"f'SJVA STUDS@1A"O.C. � P:4?C � 50ARJ � I� � � 2 '�, � �,� Ei�JTOV �I J il,�ITTEJI 10� 2 CiJLAVERb/B"iVPE'X' TV51 TI�N;4C I�:ll I �':-^ ,� GVPSUMBOARD 4 r ASO� . � .. �20R'ETT F i 6 'ORBETTE�i . � ASO� � 1 IJ-i-LI � i � i :ONST CTWALLPERULpU4�9.THI5INCWDESBUTIS OT CONSTR TWALLPERULpU4�9.THI5INCWDESBUTIS T IMIT TOSEALINGALLl�01D5ANDCRACKSWPUL'LISTE LIMITE OSEALINGALLl�01D5ANDCRACKSWPUL'LISTE �PP ovEOFiREsaFiNcsEauNr nPP vEOFiRESaFwcsEa�aNr WALL TYPE'D' WALL TYPE'E' WALL TYPE'F' &'Fi' �� � II� .'n u w U � JI� . ♦ � SPACERBARNOT MORETHANI2"FROM � roPOFsruo ��f�� " NPICALSTU� s�A�E DEFLECTION TRACK ,._,�-0�. LANDLORD NOTE (NPICAL)�. TENANTSHALLNOT�PoLLSCREW.WEL�.ORSHOOTINTOLAN�LOR�'SSTRUCTUREORSTRUCTURAL MEMBERS. ALL ATTACHMENTS SHALL BE MADE W IiH BEAM CLAMPS. CLIP OR BOLTS AND WASHERS. NOTHING IS PERMITTED TO BE ATTACHED T0. SUSPENDED FROM. OR PENETRATE THE ROOF DECK. JOISTS. BEAMS. TRUSSES AND GIRDERS MAV BE USED FOR LATERAL BRACING AND SPANNING SUPPORT. DONOTSUPPORTANVCONSTRUCTIONFROMLANDLORD'SCROSSBRACINGORBRIDGING. / ' � 6 I I TD W A-501 � 1 -p�•y 5 � -� � \ -� LI OFCEILING, EREOCCURS � �'� (t)LAVER5I8" I- �J� ✓� iVPE'X'GVPSUM NOT USED ,,e. 6"O.C. WALLTVPE'GL 0" METAL STUDS @ifi" O.C. ALLiVPE'G2".211%' � � TALSNDS@16"O.C. R50� - - � � � � i WALLTYPE'G','Gi' 8'G2' E� WALL /�-� 6 � A-501 � ♦ _ /` � �wEOFCEwNc � I/ \I A NOT USED ,NT � WALLTVPE'H".35I8" METAL STUDS @t6"O.C. 2 ALLTVPPHV�.2 VT. n rn�sruos@ie"o.c. ASO� - - �I � i WALLTYPE'H' 8'Hi' � � 3 0 ♦'' � o Wpo r� �ryo � a 2"x 2" ifiGA. CLIP ANGLE 1/4" LE55 THAN STUD W IDTH (4J FRAMING SCREWS METALSTU� IATERAL BRACING CR 1112'%16GA. s�A�E LATERAL BRACING SUPPORT NTs POWDERDRIVENFASTENERS- I ICC #ESR-1663 h - 34a'OR6"(GAUGETOMATCHMETALSTUD FRAMING) CONT. BOTTOM TRACK. SECURE BTM. TRACK ID SLAB USING POWDER � �RIVENFASTENERSMIN..165"IDQMAX. � SPACINGOF24"O.C.Bfi"FROMENDS � REFER TO FINISH PLAN(S) FOR �.�� SCHEDULEDWALL.BASE.BFLOOR RNISHES SEPHORA 525 MARKET STREET, 32ND FLOOR SAN FRANCISCO, CA 94105 I . � • � � � STAMP / � � �ATE ISSUEDESCFIPTION BV CHECK 10.0I.19 DESIGNDEVELOPMENT AE DM flA6.19 ISSUEFORPERMIT AE DM i s�A�E TYPICAL CONNECTION @ FLOOR I I I ,._,�-0�. GENERALWALLiYPE NOTES: PROJECTLOCATION: . �sEwA,ERREs�s,AN,��Ps�MaoAROA,A��wE,�o�A,�oNs CLAY TERRACE • SOUN�BATTINSULATIONWITHANSTCOF620RBETTERTOBEINSTALLE�INALL�EMISINGWALLSAN�RESTROOM WALLS 14390 CLAY TERRACE BLVD • REFERTOMETALSTU�SCHE�ULEONTHISSHEETFORGAUGESIZESUNLESSNOTE�OTHERWISE. wRAP��P Bo To wRAP��P Bo To SPACE D13 T°P°F"'"" T°P°F"'"" CARMEL, IN 46032 TO WALL}, T.O. L REFERTOE� REFERTOELEV ONS� AREA. 4,12BSF SHEET TITLE: ��,�A�ERs��� _ ��, ER3�4���EME�r PARTITION WALL TYPES �- � TVPE'X' GVPSUM � -� B RD SUBSTRATE , , � BOARD , , ; & DETAILS n-soi \ _ �� n-�.�� PROJECT N0. 19122 NOT USED o� STORENo ,326 2 35/e"METAL � Aso� __ sruos�+e��o.c. �o� _ META�sruos�+e°o.a SCALE: ASNOTED I '� I I I DATE: 11.04.2019 I�r-�-1 � - -' - - � DRAWN BY� AE WALL TYPE'J' � � 3 5/8", 18 GA. METAL STUD BRACE Q 5'-0" OA. MAX. (ALTERNATE DIRECTION OF BRACES ALONG LENGTH OF WALL WHERE POSSIBLE). REFER TO DETAIL 18/A-501 2' %2' % 0'd" LG. 12 GA FRAMING CLIP Wl(3J -a12 SCFEWS EA. � Revieweo ev: Es SHEET N0. WALLTYPE'K'8'Ki' / ` � 0 � �zo+s �ozr+arzo+s� � (SHEET UPDATED OH29I2019) � WALL PERPENDICULAR TO JOIST STEELSTRUCTURE WALL PARALLEL WITH JOIST WALL PERPENDICULAR TO JOIST WOODSTRUCTURE WALL AT DOWN RIB