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HomeMy WebLinkAbout5380-F85FB-v20.0 - Sheet - A9-2 - SOFFIT FRAMING DETAILS17'-0" MAXCONCRETE SLAB CONT TRACK 600T125-33MIL 20GA) OR 362T125-33MIL 20GA) MIN W/ (2) #10- 16 HWH SCREWS TO EA STUD AND W/ 1) 0.157" DIA HILTI X-U PAF W/ 1 1/2" MIN EMBED TO CONCRETE SLAB AT 16" OC MAX LATERAL BRACING AT 4'-0" OC MAX SEE 9/S8 600S162-43MIL(18GA) @ 16" OC MAX OR 362S162-54MIL( 16GA) @ 16" OC MAX SEE SECTIONS FOR EA CONNECTION CONT L2X2X33MIL(20GA) W/ (1) # 10 SCREW TO EA STUD CONT L3X3X43MIL(18GA) W/ ( 2) #10 SCREW TO EA STUD - FASTEN TO TRACK w/ #10 @ 6" O.C. SOFFIT FRAMING HAS NOT BEEN DESIGNED FOR LIVE LOADS 362S162-33MIL( 20GA) AT 16" OC MAX W/ ( 4) #10 SCREWS AT EA STUD TO STUDCONNECTION9" EQ EQ10"2"CONT 362T125-33MIL W/(1) #10 @ STUD FLANGE 2) #10 TRACK TO STUD 3' - 8"STEEL BEAM 2 MIN FOR 6" STUDS 1 1/2" FOR 3 5/8" STUDS CONT MAXTRAK 33MIL(20GA) 2 1/2" FLANGE, W/ (2) #10 WAFER HEAD SCREWS TO EA STUD AND W/ (2) 0.157" DIA HILTI X-U PAF TO STL BM @ 16" OC MAX FOR MAXTRAK SEE 8/S8 4" MIN FOR 6" STUDS 2 1/2" FOR 3 5/8" STUDS CFMF STUD WALL CONT MAXTRAK 33MIL(20GA) W/ (2) #10 SCREWS TO EA STUD & (2) 0.157" DIA HILTI X-U PAF TO GIRDER TRUSS @ 16" OC MAX GIRDER TRUSS,SEE PLAN 4'-8" MAX A-ASECTIONB-B SECTIONB-B600S162-33 MIL(20GA) AT EA MAXTRAK LOC W/(2)10-16 HWH SCREWS @ 12" OC TO MAXTRAK CONT MAXTRAK 33MIL( 20GA) 21/2" FLANGE, W/ (2) # 10 WAFER HEAD SCREWS TO EA STUD AND W/ ( 2) #10-16 HWH SCREWS TO EA HORIZ STUD @ 12" OC MAX AND W/ (4) 0.157" DIA HILTI X-U PAF TO STL BM. FOR MAXTRAK SEE 8/S8 4" MIN FOR 6" STUDS 2 1/2" FOR 3 5/8" STUDS STEEL JOISTSTEEL JOIST MTL DECK CFMF WALL STUD @ 16" OC CFM BRACE @ 24" OC STAGGERED W/ (2) #10 SCREWS TO ROOF DECK 2) # 10 SCREWS TO TRACK @ 24" OC JOIST, SEE PLAN SEE ARCH CONT TRACK ( 20GA) W/ (2) 10 SCREWS TO EA STUD IF BRACING IS BLOCKED BY A FRAMING MEMBER INSTALL ON ONE SIDE @ 24" OC BOX BEAM: 600S162-54MIL (16GA) + 600T125-54MIL(16GA)]10- 16 HWH SCREWS @ 12" OC MAX 3X1 1/2"X-97MIL( 12GA) CLIP, 6" LONG MIN W/ (4) # 10-16 HWH SCREWS THROUGH LONG LEG TO STUD & W/ ( 4) #10-16 HWH SCREWS TO BOX BM 1 1/ 2" 1 1/2" 1 1/2"BOX BM, SEE 2/S8 3X1 1/2" X-97MIL(12GA) CLIP, 8" LONG MIN W/ (6) #10- 16 HWH SCREWS THROUGH LONG LEG TO BOX BM & W/ (2) BUILDEX 12- 24 TEK #5 SELF- DRILLING SCREWS TO STL JOIST OR STL BM 7 A9.2 10 A9.2 3' - 8 1/2" 4' - 0" 4' - 0"4' - 0" 4' - 0"4' - 0"4' - 0"33' - 8" 4' - 0" 3' - 0" 3' - 0"4' - 0" 19' - 3" 1' - 2" 2' - 0" 3' - 2"MONITORS TO BE MOUNTED TO SOFFIT BEHIND MONITORS TO BE MOUNTED TO SOFFIT BEHIND GOOSE LOGO SUPPLIED BY OTHER TYP.)GOOSE LOGO SUPPLIED BY OTHER TYP.)D 1' - 6"3 1/ 2"1' - 2"362S162-33 @ 24'' (33 GA) O. C MAX MTL FRAMING (TYP)BOTTOM OF JOIST 362S162-33 (33 GA)CONTINUOUS (TYP)FASTEN W/( 2) #8 @ EACH FACE (TYP)FASTEN W/(1) #8 @ EACH FACE TYP)2 X 2-18 GA CONT. ANGLE FASTEN W/( 1) # 10 @ STUD TO JOIST TYP) 2' - 0"3' - 0"1' - 0"600S162-43 (43 GA) (TYP)INSTALL 1/2" PLYWOOD UNDER DRYWALL. FASTEN USING # 10 BUGLE HEAD SCREWS AT 6" 0.C. SPACING ALONG STUDS.2' - 0"1' - 2"1' - 5"362S162-33 @ 24'' (33 GA) O. C MAX MTL FRAMING (TYP)FASTEN W/(2) # 8 @ EACH FACE TYP)BOT. CHORD TRUSS LIP 2 X 2 -18 GA CONT.ANGLE FASTEN W/(1) #8@EACH FACE TYP)362S162-33 ( 33 GA)CONTINUOUS (TYP)FASTEN W/( 1) # 10 @ STUD TO JOIST (TYP)1' - 0" 3' - 0"6 1/2"600S162-43 (43 GA) ( TYP)SHEET TITLECLIENT NAMEPROJECTNAMECHECKEDDRAWNDATEPROJECTNO. COPYRIGHT © - All reports, plans, specifications, computer files, fielddata, 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 & Pisa violation of Federal copyright laws.4/17/2020 11:34:57 AMA9.2218071904-17- 2020STAFFSTAFFSOFFIT FRAMING DETAILSORANGE AVE. & KINGS HWY, FT.