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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 STUD CONNECTION 9"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-A SECTION B-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 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.4/17/2020 11:34:57 AMA9.2218071904-17-2020STAFFSTAFFSOFFIT FRAMING DETAILSORANGE AVE. & KINGS HWY, FT. PIERCE, FLWAWA260 WEST BALTIMORE PIKEWAWA, PENNSYLVANIA 19063WAWA F85FB 2020.00 STORE #5380-ORN04/17/2020 3/4" = 1'-0"A9.2 2 TYP WALL FRAMING 3/4" = 1'-0"A9.2 3 STEEL BEAM CONNECTION 1" = 1'-0"A9.2 4 WALL TOP CONN TO JOIST OR GT CONN 3/4" = 1'-0"A9.2 6 INTERIOR WALL FRAMING 3/4" = 1'-0"A9.2 5 WALL TOP CONNECTION TO METAL DECK 3/4" = 1'-0"A9.2 8 VERT STUD CONNECTION TO BOX BM 3/4" = 1'-0"A9.2 9 BOX BM CONNECTION TO JOIST OR STL BM 1/2" = 1'-0"A9.2 1 A2_REFLECTED CEILING PLAN - Callout 2 1/2" = 1'-0"A9.2 7 SECTION 1 THROUGH FOOD SERVICE SOFFIT-2 1/2" = 1'-0"A9.2 10 SECTION THROUGH FOOD SERVICE SOFFIT-1 Revision ScheduleNo.DescriptionDate