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HomeMy WebLinkAbout5380-F85FB-v20.0 - Sheet - S8 - COLD-FORMED STEEL FRAMING DETAILS8" STUDS89S84MAX1' - 6"BALANCETYP.4' - 0"TYP.4' - 0"TYP.4' - 0"MAX1' - 6"STEEL BEAM PER PLANSSTEEL BEAM PER PLANSS810LATERAL BRACINGS810S810LATERAL BRACINGMTL DECK PER PLANS8" STUD8" CONT BOTTOM TRACK (AT ROOF DECK)12" MIN5/8" WOOD WALL SHEATHING8" STUD8" CONT BOT TRACK TO FOUNDATIONCLARK-DIETRICH MC687W/ 1/2" DIA. HILTI KWIK-BOLT 3 W/ 2" EMBEDMENTTRACKSTL BM, SEE PLAN8" DEFLECTION TRACK 18" MAXLATERAL BRACING8" STUDPAF @ 16" OC MAX SPACINGAND WITHIN 3" OF MEMBERENDSSHEATHING#10 BUGLE HEAD SCREWS OR NAILS. REFER TO STRUCTURAL GENERAL NOTES FOR SPACING1/8" GAPCONT FLAT STRAPFOR FLAT STRAP SPLICE REQUIREMENTS SEE 5/S8EXTERIOR SHEATING. REFER TO STRUCTURAL GENERAL NOTES.ALL PLYWOOD SHEATHING EDGES SHOULD BE SUPPORTED BY FRAMING, FLAT STRAP BRACING OR SOLID BLOCKING.S8118" STUD(4) #10 SCREWS.8" MIN.2" MIN.1" MIN.1" MIN.2" MIN.1" MIN.8" STUDS89S84MAX1' - 6"BALANCE4'-0" MAXMAX1' - 6"OPENINGMAX1' - 6"4'-0" MAX1'-6" MAXLATERAL BRACINGSTEEL BEAM PER PLANSSTEEL BEAM PER PLANSLATERAL BRACINGLATERAL BRACING8" BOX HEADER8" STUD8" CONT BOTTOM TRACK (AT ROOF DECK)8" SILLSTL BM, SEE PLANSMAX 7' - 0"8" JAMB STUD8" STUD8" BOX HEADERJAMB STUDBOTTOM CONN.#10 SCREW @ 12" O.C.#10 SCREW @ 12" O.C.#10 SCREW AT STUD FACE8" BOX HEADERSIMPSON SSC4.25 AT TOP (HEADER ONLY)HEADER/SILLJAMB FRAMINGTRACK SEEX/SXJAMB TOHEADER/SILLCONNHSS, SEE PLANSHSS, SEE PLANSL2X2X1/8 CONTL1X1X1/8 CONT, SHOP WELDED TO HSS6" STUD6" CONT TRACK8" CONT TRACK TO STL#10 SCREW (1) EACH SIDE8" STUD#10 SCREW (2) @ 12" OCSOLID BLOCKING AS REQ'DFLAT STRAPSCREW ATTACHMENT350S162-43 @ 16" OC362T125-43 TO STR STL W/ (1) 0.157" DIA HILTI X-U PDF @ 16" OC, TYP8" DEFLECTION TRACKSOLID BLOCKINGSCREW ATTACHMENTCOLD ROLLED CHANNELCLIP ANGLE WITH SCREW OR WELD ATTACHMENT12" MAX6" MTL STUDWALL MUST BE LOCATED OVER SUPPORT MTL ROOF DECK,SEE PLAN6" CONT BOTTOM TRACK CONT BRIDGINGNOTE: NO PUNCH HOLES EDGES WITHIN 12" OF END OF STUDSHEET TITLECLIENT NAMEPROJECT NAMECHECKEDDRAWNDATEPROJECT NO.COPYRIGHT © - All reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws.4/16/2020 5:36:44 PMS8218071904/17/2020RCWSMCOLD-FORMED STEEL FRAMING DETAILSORANGE AVE. & KINGS HWY,FT. PIERCE, FLWAWA260 WEST BALTIMORE PIKEWAWA, PENNSYLVANIA 19063WAWA F85FB 2020 STORE #5380-ORNEXTERIOR COLD-FORMED FRAMING NOTES - HIGH WINDWT NOTES COMMENTS6" CONT TRACK CONT 600T125-54MIL(16GA) W/(2) #10 SCREWS TO EA STUD & W/ (2)PAF @ 16" OC MAX TO STLAT OVERHANGS6" STUD 600S162-54MIL(16GA)(50KSI) PUNCHEDSTUD SPACED @ 16" OC MAXAT OVERHANGS8" BOX HEADER (2) 800S162-54MIL(16GA) STUDS & (2)800T125-54MIL(16GA) TRACKS T&BALL EXTERIORWALLS8" CONT BOT TRACK TOFOUNDATIONSEE DETAIL 4, THIS SHEET ALL EXTERIORWALLS8" CONT BOTTOM TRACK (ATROOF DECK)CONT 800T125-54MIL (16GA) (50 KSI)W/(2) #10 SCREWS TO EA STUD AND (2)#10 SCREWS TO ROOF DECK @ 12" OCAND AT EA END OF TRACK8" CONT RADIAL TRACK SIMPSON STRONG-TIE READY ARCH8" CONT TRACK CONT 600T125-54MIL(16GA) W/(2) #10 SCREWS TO EA STUD & W/ (2)PAF @ 16" OC MAX TO STL8" CONT TRACK TO STL CONT 800T125-54 MIL (16 GA) (50 KSI)W/ (2) PAF TO STEEL AT 12" OC AND ATEA END OF TRACK8" DEFLECTION TRACK CONT CLARKDIETRICH MAXTRAK68MIL(14GA) (50KSI) 2 1/2" FLANGEW/(2) PAF TO STEEL AT 12" OC AND ATEA END OF TRACK8" JAMB STUD (2) 800S162-54MIL(16GA) STUDS & (2)800T125-54MIL(16GA)TRACK, SECURETRACK TO STUD USING (2) #10 TEKSCREWS @ 12" OC & STUD TO STUDUSING #10 TEK SCREWS @ 12" OC8" SILL (1) 800S162-54MIL(16GA) ALL EXTERIORWALLS (MAXLENGTH 6'-0")8" STUD 800S162-54MIL(16GA)(50KSI) PUNCHEDSTUD - SEE COMMENTS FOR SPACINGSTUD AT 12" OCFOR STUD HEIGHTOF 16'-8" MAX FORSTUDS IN WINDZONE Z5 & AT 16"OC FOR STUDHEIGHT OF 16'-8"MAX FOR STUDS INWIND ZONE Z4CONT FLAT STRAP 2" MIN. 33MIL (20GA)(33KSI) INSTALLED ON THEEXTERIOR SIDEONLYCONT FLAT STRAP (54 MIL) 2" MIN. 54MIL (16GA)(50KSI)12" LONG MIN W/ (3)#10 SCREWS TO EASTUD & (3) PAF TOSTLLATERAL BRACING BRIDGING, BLOCKING, OR FLATSTRAPPING (GC PREFERENCE) - SEEDETAILS4'-0" OC VERTSPACING & 18"FROM EA END OFSTUD3/8" = 1'-0"S81TYPICAL EXTERIOR WALL FRAMING1 1/2" = 1'-0"S84LIGHT GAUGE INFILL WALL BASE CONNECTION1 1/2" = 1'-0"S89COLD-FORMED WALL TO BOTTOM OF STEEL CONN1 1/2" = 1'-0"S811ENLARGED PLYWOOD STRAP DETAIL1 1/2" = 1'-0"S810PLYWOOD STRAPPING DETAIL1" = 1'-0"S88STRAP SPLICE DETAIL3/8" = 1'-0"S82TYPICAL EXTERIOR WINDOW FRAMING3/8" = 1'-0"S83DOOR OPENING FRAMINGCOLD-FORMED CONNECTOR SCHEDULELOCATION CONNECTOR INSTALLATION NOTESCONT. ANGLETO PARAPETSTUDCONNECTIONTHE STEELNETWORKSTIFFCLIPCL600-68FASTEN TO STUDS USING (4) #12 TEKSCREWS PATTERN #5 & (3) P.A.F. TOSTEEL ANGLEJAMB STUDBOTTOM CONN.THE STEELNETWORKSTIFFCLIPCL600-68FASTEN TO STUDS USING (6) #12 TEKSCREWS PATTERN #3 & FASTEN TOCONC USING (1) 1/2" DIA SIMPSON TITENHD SCREW AHR W/ 6" EMBEDMENT INTOCONC. PROVIDE 4" MIN EDGE DISTJAMB TOHEADER/SILLCONNSIMPSON SSC4.25(LLV)(5) #10 SCREWS INTO JAMB AND (4) #10SCREWS INTO HEADER/SILLRIGID STUDCONNECTORSTEEL NETWORKSTIFFCLIP AL600(4) #10-16 HWH SCREWS THROUGHLONG LEG TO STUD & W/ (3) 0.157" DIAPAF THROUGH TRACK TO STL3" = 1'-0"S812HEADER DETAIL1 1/2" = 1'-0"S813HEADER/SILL TO JAMB CONNECTIONSFRAMING NOTES:1. SCREWS OR NAILS SHALL PENETRATE ALL FRAMING COMPONENTS.2. SCREWS SHALL HAVE A MIN. OF THREE EXPOSED THREADS EXTENDING THROUGH THE STEEL BEYOND ALL FRAMING COMPONENTS CONNECTED.3. PROVIDE 1/2" MIN. EDGE DIST. FOR #10 SELF DRILLING SCREWS OR NAILS INTO STRAP.4. PROVIDE 3/8" MIN. EDGE DIST. FOR #10 SELF DRILLING SCREWS INTO PLYWOOD.5. PROVIDE 1/2" MIN EDGE DIST & 1" MIN SPACING FOR PAF INTO STL (TYP) PAF ARE TO FULLY PENETRATE THE STRUCT STL & SHOULD HAVE A KNURLED SHANK6. FOR LOCATION OF WIND ZONES Z4 & Z5 SEE S17. SOLID BLOCKING TO BE INSTALLED BETWEEN FIRST 2 STUDS ADJACENT TO A COLUMN AND AT 12 FT ON CENTER ALONG THE LENGTH OF THE WALL3/4" = 1'-0"S820OVERHANG DETAILCOLD-FORMED FASTENER SCHEDULEFASTENERTYPEFASTENERINFORMATIONAPPLICATION COMMENTS#10 SCREW #10 SELF-DRILLINGSCREWCOLD FORMSTEEL TO COLDFORM STEEL (18GA. OR THICKER)16 THREADS PER INCH,#3 DRILL POINT#10 SCREW #10 SELF-DRILLINGSCREWCOLD FORMSTEEL TO METALDECK16 THREADS PER INCH,#1 DRILL POINTPAF GALVANIZED -0.157" SHANK DIA.POWDERACTUATEDFASTENEREXTERIOR SIMPSON PDPA OR HILTIX-U1" = 1'-0"S819BOTTOM TRACK TO MTL. DECKEXTERIOR COLD FORMED STEEL NOTES, UNO1. ALL STUD TO STUD CONNECTIONS SHALL BE (4) #10 TEK SCREWS2. ALL STUD TO TRACK CONNECTIONS SHALL BE (1) #10 TEK SCREWS EA SIDE OF STUD3. ALL TRACK TO STL CONNECTIONS SHALL BE (2) 0.157" DIA HILTI X-U PAF AT EA STUD LOCATION, PAF SHANK SHALL FULLY PENETRATE STL THICKNESS4. SCREWS SHALL PENETRATE ALL FRAMING COMPONENTS. SCREWS SHALL HAVE A MIN OF THREE EXPOSED THREADS EXTENDING THROUGH THE STL BEYOND ALL FRAMING COMPONENTS CONNECTED. PROVIDE 1/2" MIN EDGE DIST & 1" MIN SPACING FOR #10 & #12 SELF-DRILLING SCREWS, TYP5. PROVIDE 1/2" MIN EDGE DIST & 1" MIN SPACING FOR PAF INTO STL (TYP) PAF ARE TO FULLY PENETRATE THE STRUCT STL & SHOULD HAVE A KNURLED SHANK6. PROVIDE 3" MIN EDGE DIST & 4" MIN SPACING FOR HILTI KWIK-CON II ANCHOR INTO CONC, TYP3/4" = 1'-0"S85FLAT STRAPPING DETAIL1" = 1'-0"S815WALL TOP CONNECTION3/4" = 1'-0"S87SOLID BLOCKING DETAIL11/8" = 1'-0"S86CHANNEL BRIDGING DETAIL1 1/2" = 1'-0"S814TOWER COLD-FORMED FRAMING BASE CONNECTION- CHANNEL PERPENDICULARRevision ScheduleNo.DescriptionDatePERMIT SET04/17/2020