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Home My WebLink AboutCS2 - FOUNDATION & FRAMING PLAN AND NOTESFOUNDATION GENERAL NOTES: 1. FOOTINGS HEREIN ARE RELATIVE TO ELEVATION OF 0'-0". THE TOP OF ALL FOOTINGS SHALL BE THUS -4'-6", TYP UON 2. ENCASE ALL BASE PLATES W/ 3000 PSI CONC OR GROUT, MIN 3" THICK ALL AROUND & ON TOP OF W/ 3" CLR TO TOP OF BOLTS. 1 1 A A B B 2 2 3 3 4 4 C C D D 4 CS2 102' - 0" 34' - 0"34' - 0"34' - 0" CS2 3 1 CS3 42' - 0"12' - 0"18' - 0"12' - 0"CONCRETE SLAB ON-GRADE BY OTHERS F8.3 P1 COL "A", TYP UON , TYP UON , TYP UON -4' - 6" TYP UON TYP UON -2' - 0" 3 CS2 NON-SHRINK GROUT STL COL, SEE PLAN SEE PLAN & FTG SCHED FOR SIZE, DEPTH & REINF REQD IN FTG ANY PORTION OF STRUCT STL BELOW FINISHED FLOOR MUST BE COATED W/ AN ASPHALTIC BASED CORROSION RESISTANCE COATING UPON INSTALLATION SEE PLAN & PIER SCHED FOR PIER CONC COL SIZE & REINF #4 TIES,TYP 5" MAX1 1/2" DIA X 34" LONG ANCHOR BOLTS W/ (2) HEX HEAVY NUTS & (2) 3 1/2" HEAVY FLAT WASHER AT BASE PL ROUGHEN & CLEAN INTERFACE AT PEDESTAL 3/4" CHAMFER HOLES AT GRID LINES "A" & "B" FOR ELECTRICAL 1 1/4" DIA MAX HOLES AT GRID LINE "A" FOR DRAINAGE 5 3/4" DIA MAX CLR3"CLR 3" HEAVY HEX NUT & (1) 3" DIA HEAVY FLAT WASHER, TYP CLR 3"CLR3"#4 TIES 1' - 0"2"1' - 0" 3/4" CHAMFER AT CORNERS3"EQEQ(2) LAYERS #4 TIES IN TOP 5" OF PEDESTAL 2" , TYP HSS COL, SEE PLANS (4) BOLT BASE PLATE L W.3/8" GROUT PLACEMENT GROUT MAY BE BEVELED OR FORMED BUT SHALL EXTEND A MIN OF "T" BEYOND FACE OF B PL. "T" = 2" COL B PL TT (4) BOLT BASE PLATE 1 13/16" DIA HOLES8 5/8" DIA HOLE AT CTR OF B PL 8"1/2"1"1"4" 1/2" (8) GUSSET PLATE PL3/8 GUSSET, TYP 1/4" ANCHOR BOLT DIAGRAM TACK T.O. PEDESTAL THREADED ROD 1/8" SCHED DIA, SEE 3 1/2" DIA HEAVY FLAT WASHER & HEAVY HEX HEAD NUT 3" DIA HEAVY FLAT WASHER & HEAVY HEX NUT TACK HEAD OR DAMAGE THREADS1/8"AS REQDPROJECTIONSEE DETAILNOTES: 1. SEE COL SCHED FOR WIDTH "W" LENGTH "L" AND THICKNESS "T" BASE PLATES EQ EQ EQEQ1 A A B B 2 3 4 C C D D 42' - 0" PLAN12'-2" ROOF PLANE12' - 0" PLAN18'-1" TRUE ROOF PLANE18' - 0" PLAN12'-2" ROOF PLANE12' - 0" PLAN13' - 7"34' - 0"34' - 0"34' - 0"13' - 7" HSS12X6X1/4HSS12X6X1/4 HSS12X6X1/4 HSS12X6X1/4 HSS12X6X1/4 HSS12X6X1/4 HSS12X6X1/4 HSS12X6X1/4 HSS12X6X1/4 HSS12X6X5/16 HSS12X6X1/4 HSS12X6X1/4 HSS12X6X1/4 HSS12X6X1/4 HSS12X6X1/4 HSS12X6X1/4HSS12X6X1/4 HSS12X6X1/4 HSS12X6X1/4 HSS12X6X1/4 HSS12X6X1/4 HSS12X6X1/4 HSS12X6X5/16 HSS12X6X5/16HSS10X6X3/8HSS12X6X1/4HSS10X6X3/8HSS10X6X3/8HSS12X6X1/4HSS12X6X1/4HSS10X6X3/8HSS12X6X1/4HSS12X6X1/4HSS12X6X1/4HSS12X6X1/4CAMBER = 0.75" AT END OF CANTILEVER END OF CANTILEVERCAMBER = 0.50" ATCAMBER = 0.50" (CTR) CAMBER = 0.50" (CTR) HSS12X6X5/16SPLICE CAMBER = 0.50" (CTR) CAMBER = 0.50" (CTR)END OF CANTILEVERCAMBER = 0.50" ATSPLICECAMBER = 0.75" AT END OF CANTILEVER CAMBER = 0.75" AT END OF CANTILEVER CAMBER = 0.75" AT END OF CANTILEVER CAMBER = 0.50" (CTR) CAMBER = 0.50" (CTR) OUTRIGGER, TYPL2X2X3/16L2X2X3/16L2X2X3/16 L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16 L2X2X3/16L2X2X3/16 L2X2X3/16L2X2X3/16 L2X2X3/16L2X2X3/16 L2X2X3/16L2X2X3/16 L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16 L2X2X3/16L2X2X3/16 L2X2X3/16L2X2X3/16 L2X2X3/16L2X2X3/16 L2X2X3/16L2X2X3/16 L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16L2X2X3/16 L2X2X3/16L2X2X3/16 L2X2X3/16L2X2X3/16 L2X2X3/16L2X2X3/16 L2X2X3/16L2X2X3/164 CS4 129' - 2" LOW END HIGH END TYP EA GRID LIGHT FIXTURE FRAMING, TYP FIELD SPLICE, TYP 14 CS4 14 CS4 HSS12X6X1/4 HSS12X6X1/4 HSS12X6X1/4 HSS12X6X1/4 HSS12X6X1/4 TYP 7' - 0" HSS12X6X1/4 HSS12X6X5/16 HSS12X6X1/4 CS4 2 CS4 3 1 CS3 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 5:40:03 PMCS2218071904-17-2020RCWSMFOUNDATION & FRAMING PLAN AND NOTESORANGE AVE. & KINGS HWY, FT. PIERCE, FLWAWA260 WEST BALTIMORE PIKEWAWA, PENNSYLVANIA 19063WAWA STACKED 8 GAS CANOPY 2019.01 STORE #5380-ORNSTRUCTURAL - COLUMN BASE PLATE SCHEDULE MARK LENGTH WIDTH PLATE THICKNESS MATERIAL ANCHOR BOLTS A 1'-8" 1'-8" 1 3/8" A572 GR. 50 STL. (4) 1 1/2" DIA. THREADED HEADED RODS [ASTM F1554 GR. 55 (S1)] STRUCTURAL - FOUNDATION SCHEDULE MARK LENGTH WIDTH FOUNDATION THICKNESS TOP REINF BOTTOM REINF F8.3 8' - 3" 8' - 3" 2' - 0" (8) #8 EW (8) #8 EW STRUCTURAL - STEEL COLUMN SCHEDULE MARK TYPE COLUMN BASE PLATE NOTES COL "A" HSS12X12X3/8 A SEE DETAIL / SCHED FOR B PL INFO STRUCTURAL - CONCRETE PIER SCHEDULE MARK SIZE VERT REINF TIES NOTES P1 32" x 32" (12) #6 #4 TIES SEE DETAIL / SCHED FOR B PL INFO 3/16" = 1'-0"CS2 1 FOUNDATION PLAN 3/4" = 1'-0"CS2 4 FOUNDATION DETAIL 1 1/2" = 1'-0"CS2 3 GEN BASE PLATE AND ANCHOR BOLT INFO 1/8" = 1'-0"CS2 2 FRAMING PLAN Revision ScheduleNo.DescriptionDatePERMIT SET04/17/2020