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HomeMy WebLinkAbout5380-F85FB-v20.0 - Sheet - S8-1 - VESTIBULE DETAILSS8.18S8.18S8.19S8.18S8.19S8.18S8.16BOS13'-8"TOS10'-10"BOS9'-2"S8.1613S8.118S8.15' - 6"STOREFRONTS8.110S8.1918S8.1CONT 800T125-54MIL(16GA) W/(2) #10 SCREWS TO EA STUD & W/ (1) 1/4" DIA KWIK-CON II @ 16" OC W/ 1 1/2" MIN EMBEDMENT INTO CONCS8.110S8.110ABS526S526BOX COL STUDS & TRACKS, SEE BOX COL DETAILFOR HEADER STUDS &TRACKS, SEE HEADER DETAIL#10-16 HWH SCREWS @ 12" OC MAX, TYP2X2X54MIL(16GA) 7 1/2" LONG HORIZ CLIP W/ (1) 310 SCREW TO EA HEADER STUD FLANGE & W/ (3) #10 SCREWS TO BOX COLBOX COL STUDS & TRACKS, SEE BOX COL DETAILSEE SILL DETAIL2X2X54 MIL(16GA) 7 1/2" LONGHORIZ CLIP W/ (3) #10 SCREWSEA LEG T&B800T125-54MIL(16GA) TRACK PIECE MIN 8" LONG. CONNECT W/ (6) #10 SCREWS TO JAMB & (6) #10 SCREWS TO HEADER, (3) EA SIDE2X2X54 MIL(16GA) 7 1/2" LONG HORIZ CLIP W/ (3) #10 SCREWS EA LEG T&B2" MIN2" MIN4" MIN2" MIN2" MIN..1"1". .1"1"CONT MAXTRAK, SEE 15/S8.1BOX COL TO JOIST 3/4" 3/4" MAXGAP: 1/2" MINBOX COL TO JOIST8" 16GA TRACK PIECE MIN8" LONG. CONNECT W/ (4) 0.157" DIA HILTI X-U PAFTO STL TUBE & (6) #10 SCREWS TO HEADER, (3) EA SIDEHSS COL,SEE PLANHEADER STUDS & TRACKS,SEE DETAIL#10 SCREWS @12" OC, TYP2X2X54MIL(16GA) 7 1/2" LONG HORIZ CLIP W/ (3) #10 SCREWS TO HEADER & (3) 0.157" DIA HILTI X-U PAF TO STL TUBE8" 16GA TRACK PIECE MIN8" LONG. CONN W/ (4) 0.157" DIA HILTI X-U PAFTO STL TUBE & W/ (1) #10 SCREW TO EA STUD FLANGEHSS BMSEE PLANHEADER STUDS & TRACKS,SEE DETAIL#10 SCREWS @12" OC, TYP2X2X54MIL (16GA) 6" LONG VERT CLIP W/ (3) #10 SCREWS TO HEADER & (3) 0.157" DIA HILTI X-U PAF TO STL TUBE5'-0" MAXB-B SECTIONC-C SECTIONC-C 800S162-43 MIL(18GA) ATEA MAXTRAK LOC W/ (2)#10-16 HWH SCREWS @ 12" OC TO MAXTRAKSTL BMOR JOISTCONT MAXTRAK 54MIL(16GA) 2 1/2" FLANGE, W/ (2) #10 WAFER HEAD SCREWS TO EA STUD & W/ (2) #10-16 HWH SCREWS TO EA HORIZ STUD @ 12" OC MAX & W/ (4) 0.157" DIA HILTI X-U PAF TO STL SEE C-CA-AHSS COL,SEE PLAN2X2X54MIL(16GA) 7 1/2" LONG HORIZ CLIP W/ (3) #10 SCREWS TO HEADER & (3) 0.157" DIA HILTI X-U PAF TO STL TUBESEE SILL DETAIL#10-16 HWH @12" OCBOX COLUMN:(2) 800S162-54MIL(16GA) (2) 800T125-54MIL(16GA) BOX COL STUDS & TRACKS, SEE BOX COL DETAILSEE SILL DETAIL2X2X54 MIL(16GA) 7 1/2" LONGHORIZ CLIP W/ (3) #10 SCREWS8" 16GA TRACK PIECE MIN 8" LONG W/ (6) #10 SCREWS TO HEADER AND W/ (1) #10 SCREW TO EA STUD FLANGECFMF BOX BMSEE PLANHEADER STUDS & TRACKS,SEE DETAIL#10 SCREWS @12" OC, TYP2X2X54MIL(16GA) 8" LONG VERT CLIP W/ (3) #10 SCREWS TO EA HEADER BOX COL BOTTOMCONNECTION3X3X54MIL(16GA) 8" LONG W/ (4) #10 SCREWS TO STUD PIECE & W/ (3) 0.157" DIA HILTI X-U PAF TO STL BM2X2X54MIL(16GA) 7" LONG W/ (3) #10 SCREWS TO STUD PIECE & MAXTRAK800S162-54MIL(16GA) 12" LONG, MIN, STUD PIECES8.18S8.19S8.18S8.18S8.110S8.18S8.17S8.17 14'-3" 5'-1"S8.11116S8.118S8.118S8.1S8.110S8.114S8.117BOS9'-2"TOS10'-10"BOS13'-8"S526S5264" MIN(2) #10-16 HWH TOEA VERT STUDSILL(MAX LENGTH: 14'-0"):(1) 800S162-54MIL(16GA)(2) 800T125-54MIL(16GA)#10-16 HWH@ 12" OC(2) #10-16 HWH TOEA VERT STUD3/16JOIST EXTENSION3/16TUBE TOJOISTEXTENSIONMIN2"MIN2"MIN 1"MIN 1"MIN 1"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.4/16/2020 5:36:50 PMS8.1218071904/17/2020RCWSMVESTIBULE DETAILSORANGE AVE. & KINGS HWY,FT. PIERCE, FLWAWA260 WEST BALTIMORE PIKEWAWA, PENNSYLVANIA 19063WAWA F85FB 2020 STORE #5380-ORN1/2" = 1'-0"S8.12ENTRANCE TOWER (SIDE)1/2" = 1'-0"S8.18HEADER TO BOX COL CONNECTION1/2" = 1'-0"S8.19SILL TO BOX COL3/4" = 1'-0"S8.112TRACK AND CLIP CONNECTION TO BOX COL3/4" = 1'-0"S8.113BOX COL TO JOIST3/8" = 1'-0"S8.17HEADER TO STL COL3/8" = 1'-0"S8.16HEADER TO STL BM1/2" = 1'-0"S8.116TYP INTERIOR WALL FRAMING3/8" = 1'-0"S8.111HEADER TO STL COL1 1/2" = 1'-0"S8.15BOX COL DETAIL1/2" = 1'-0"S8.110SILL TO BOX COL3/8" = 1'-0"S8.114HEADER TO HEADER CONNECTION1 1/2" = 1'-0"S8.115BOX COL BOTTOM CONNECTION3/4" = 1'-0"S8.117MAXTRAK CONNECTION TO STEEL BEAM1/2" = 1'-0"S8.11ENTRANCE TOWER (FRONT)3/4" = 1'-0"S8.118SILL DETAILS1 1/2" = 1'-0"S8.13TOWER WALL CONNECTIONS1 1/2" = 1'-0"S8.14TOWER FRONT ARCH FRAMING DETAILRevision ScheduleNo.DescriptionDatePERMIT SET04/17/2020