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HomeMy WebLinkAboutFile Documents.232 E Main St.0078-2020-BCHO (31)A A B C D F G C.2 1 2 3 4 5 6 7 8 D.4 E.8 F.8 9 8.58.5 10 10 10'-8 1/4"10'-11 1/4"11'-2 1/2"10'-6"9'-9 1/2"10 1/2" 5' - 0 " 6' - 1 0 7 / 8 " 11 ' - 7 7 / 8 " 12 ' - 6 1 / 8 " 4' - 2 3 / 4 " 13 ' - 3 1 / 4 " 13 ' - 3 1 / 4 " 13 ' - 3 1 / 2 " 13 ' - 9 3 / 4 " 2'-10 3/8" TC2 P3 F8 M1 M2 TC2 P3 F3 TC1 P3 TC1 P1 F1 TC1 P1 F1 5" SLAB-ON-GRADE OVER ENGINEERED FILL REINF. W/ 6X6 W2.9XW2.9 WWF T/SLAB = +0' -0" (= 7903.20' CIVIL DATUM) 1 S4.0 M1 T/SLAB = -1' -0" 2 S4.0 18 S4.0 16 S4.0 T/SLAB = -2' -2" 5 S4.0 5 1/2" CLT WALL PANEL BY OTHERS L2 L3 7 S4.0 TC3 P4 F1 TC3 P4 F5 TC3 P4 F5 TC3 P4 F5 T/PIER = -0' -8" 6 S4.0 8 S4.1 10 S4.0 11 S4.0 M1 M2 STEP FTG 7 S4.0 8 S4.0 7 S4.0 14 S4.0 24' - 5 7/8"9' - 4 7/8"8' - 4"9' - 4 3/4" B/FTG = -3' -0" 1 S4.1 5' - 4 1/4" 5' - 9 " 3' - 9 3 / 4 " 5' - 0 7 / 8 " 4' - 1 1 1 / 8 " 13' - 11 3/4"9' - 0" 4 5/8"3' - 4"18' - 2 1/8"3' - 4" 1' - 10 7/8" 2' - 0" B/FTG = -11’-5”B/FTG = -8’-10” 15 S4.0 M5 M4 WOOD PARTITION WALLS NOTE: ALL FOOTINGS TO BEAR UPON ENGINEERED FILL OR APPROVED SUBBASED AS PER THE GEOTECHNICAL REPORT. CONFIRM ALL SOIL IMPROVEMENT REQUIREMENTS WITH GEOTECHNICAL REPORT B/FTG = -7' -5" EQ 6' - 0"EQ T/SLAB = -1' -7" 5' - 1 1 / 4 " 8' - 2 1 / 4 " 6' - 9 5/8" DRYWELL -SEE CIVIL DWGS B/WELL = -13' -3" B/FTG = -13' -3" B/FTG = -7' -10" B/FTG = -11' -8 1/2" MATCH EXISTING B/FTG = -3' -3 1/2" MATCH EXISTING B/FTG = -4' -7 1/2" MATCH EXISTING ALONG COL. LINE A B/COLUMN FTG = -8' -4"B/COLUMN FTG = -4' -9" 3" B/FTG = -5' -2" STEP FTG 4 S4.0 4 S4.0 A T/FTG = -5' -2" B/FTG = -4' -0" B/FTG = -4' -6" 13 S4.0 INFILL BLOCK PER SCHEDULE (M1) AFTER ELEV. INSTALL @ LINTEL A 13 S4.0 17 S4.0 +/ - 1 ' - 6 7 / 8 " 9' - 0 " 3 S4.0 B/FTG = -4' -7 1/2" 3 S4.1 4 S4.1 EARTH RETENTION (BY OTHERS) IS REQUIRED 7.5 M21' - 9 7/8" 5" F.9A.1 1' - 0 3/4"9' - 7 1/2" 12' - 0"TO CMU 1' - 0" 2' - 0"12' - 0" 3"14' - 0" 9.8 9.1 2' - 0" A.2 3"2' - 8" 12 ' - 7 " 5' - 9 3 / 4 " 5' - 6 3 / 4 " 8' - 0 " 7' - 3 3 / 4 " 5' - 1 1 3 / 4 " TC2 F1 P3 TC2 P3 F4 TC2 P3 F4 TC2 P3 F4 TC4 P5 F6 T/PIER = -1' -0" 5 1/2" CLT WALL PANEL BY OTHERS 5 1/2" CLT WALL PANEL BY OTHERS 1' - 2 " M2 M2 3'-3" 1'-5"13'-3" 6"14'-8"6" TC1 P2 F7 TC1 2'-1" 10" 4' - 2 3 / 4 " 13 ' - 3 1 / 4 " 13 ' - 3 1 / 4 " 13 ' - 3 1 / 2 " 3' - 9 3 / 4 " 5' - 9 " 3' - 4 " 11 " B/FTG = -12' -3" 5'-6"2'-0"2'-0"2'-0"4'-2" M2 B/FTG = -3' -0" 2 S4.1 T/FTG = -6' -2" 3' - 5 3 / 8 " 4'-1" 6 S4.0 4'-3 7/8" 5 7/8" M1 10'-8" 6" 2'-1" 7 1/2" 2' - 6 " 2' - 6 " 1 S4.1 5 S4.1 2'-11 1/2" 8 S4.1 STEP T/FTG = -7' -2" 4 3 / 8 " 6 S4.1 2'-4 1/2" 2' - 6 " 21'-9 7/8" B/FTG = -3' -0" B/FTG = -3' -0" B/FTG = -3' -0" 1' - 2 1 / 2 " 1'-2"T/CONC. WALL +0' -0" 19 S4.0 7 S4.1 19 S4.0 19 S4.0 7 3/8" C TO C HOLD-DOWNS 5'-8"6" 6" C TO C HOLD-DOWNS 11'-7" 6" 2" B/FTG = -10’-2” T/FTG -8' -2" B/FTG = -8’-10” STEP T/FTG = -5' -10" B/FTG = -5' -10" B/FTG = -11' -3" B/FTG = -9’-10” 2" 2" 2" S4.1 9 T/CONC. WALL +0' -8" T/CONC. WALL +0' -8" www.kengsc.com Project number Date Drawn by Checked by SEAL: COPYRIGHT 2020 K.ENG LLC SHEET NUMBER: TITLE: FIRM ILLINOIS LICENSE NO. 184-004153 KDK KDK S2.0 FIRST AND SECOND FLOOR PLANS 18-1015 232 E MAIN ST. ASPEN, CO CORE AND SHELL BUILDING 6-14-2018 3/16" = 1'-0"S2.0 1 FIRST FLOOR FOUNDATION PLAN No. Description Date 1 PERMIT 9-25-2018 2 ISSUE FOR BID 11-28-2018 4 PERMIT CORRECTION 12-18-2019 5 CONSTRUCTION 5-27-2020 6 FOUNDATION REVIEW 7-24-2020 7 FOUNDATION - TIMBER COOR. 8-7-2020 8 FOUNDATION - TIMBER FINAL 8-13-2020 10 WESTERN WOOD COOR. 8-15-2020 11 CENTAUR FTG ELEV COOR. 8-25-2020 12 MODIF COORDINATION 9-2-2020 13 PERMIT REVISION 9-4-2020 EXP 10-31-21 09/09/2020 10/13/2020 tonyf SEE NOTES #1 PLANS MARK COLUMN TC1 6 3/4"x9" TIMBER COLUMN SCHEDULE -BY OTHERS, FOR REFERENCE ONLY TC2 8 3/4"x9" TC3 6 3/4"x30" TC4 6 3/4"x21 1/2" TIMBER COLUMN TOP OF PIER = 0' -0" TYP SEE PLAN FOR PIERS NOTED WITH DIFFERENT T/PIER ELEVATIONS BE T W E E N P L A T E S 6 7 / 8 " C L E A R 9"1 1 / 2 " 1' - 0 " 1 1 / 2 " TC1 COLUMN 3/4" DIA. ANCHOR RODS 1" NON-SHRINK 5000psi GROUT BED 1/2" BASE PLATE 3" 7 1 / 2 " 3" 3" 9" 1/4" PLATE W/ (2) 3/4" DIA. BOLTS 1/4 BE T W E E N P L A T E S 8 7 / 8 " C L E A R 9"1 1 / 2 " 1' - 2 " 1 1 / 2 " TC2 COLUMN 3/4" DIA. ANCHOR RODS 1/2" BASE PLATE 1/4 8 3 / 4 " 1' - 3 " 1 1 / 2 " 1' - 0 " 1 1 / 2 " 2"2'-2"2" TIMBER COLUMN ASTM F1554 ANCHOR RODS 5" 1/4" PLATE W/ (4) 3/4" DIA. BOLTS 3 1 / 4 " 3" 3 1/2"1 3/4" BE T W E E N P L A T E S 6 7 / 8 " C L E A R 6 3 / 4 " 2'-6" TC3 COLUMN 1' - 3 " 1 1 / 2 " 1' - 0 " 1 1 / 2 " 2"1'-5 1/2"2" BE T W E E N P L A T E S 6 7 / 8 " C L E A R 6 3 / 4 " 1'-9 1/2" TC4 COLUMN CONCRETE PIER REINF. LAYOUT AND DIMENSIONS #4 TIES @ 12" O.C. (6) #6 DOWELS WITH STD. HOOKS INTO FOOTING 1' - 0 1 / 4 " 2' - 0 " 1'-4" P1 1'-0 3/4" 1' - 0 1 / 4 " 2' - 0 " 1'-10" P2 (6) #6 DOWELS WITH STD. HOOKS INTO FOOTING 1' - 1 0 " 1'-4" P3 (4) #6 DOWELS WITH STD. HOOKS INTO FOOTING 1'-8" 2' - 1 0 " 10" 11 " 8" P4 (8) #6 DOWELS WITH STD. HOOKS INTO FOOTING 1'-8" 2' - 9 " 10" P5 (8) #6 DOWELS WITH STD. HOOKS INTO FOOTING 8 1 / 2 " 11 " 1' - 1 1 / 2 " 1' - 5 " 1' - 5 " SEE 1/S3.0 FOR PIER ELEVATIONS FOOTING SCHEDULE (BEARING 4000PSF) MARK SIZE REINFORCEMENT COMMENTS F2 NOT USED F1 3' - 9" X 3' - 9" X 12" (12) #3 EACH WAY, BOTTOM F3 5' - 0" X 5' - 0" X 12" (8) #4 EACH WAY, BOTTOM F4 5' - 0" X 3' - 6" X 12" (7) #4 EACH WAY, BOTTOM N-S WALL AND FOOTING REBAR TO PASS THROUGH FTG F5 3' - 0" X 3' - 0" X 12" (8) #3 EACH WAY, BOTTOM F6 4' - 0" X 4' - 6" X 12" (6) #4 EACH WAY, BOTTOM E-S WALL FOOTING REBAR TO PASS THROUGH FTG F7 3' - 0" X 3' - 0" X 12" (8) #3 EACH WAY, BOTTOM N-S WALL AND FOOTING REBAR TO PASS THROUGH FTG F8 3' - 0" X 4' - 9" X 12" (5) #4 LONG WAY, BOTTOM (7) #4 SHORT WAY, BOTTOM LOOSE LINTEL SCHEDULE MARK SIZE BEARING REQ'D COMMENTS L1 (2)L3 1/2X3 1/2X1/4 4" L2 W12X19 6" PROVIDE 1/4” BOTTOM PLATE AND 1/2" DIA. X 4" LONG HEADED STUDS @ 32" O.C. L3 W8X10 6" PROVIDE 1/4” BOTTOM PLATE AND 1/2" DIA. X 4" LONG HEADED STUDS @ 32" O.C. MASONRY WALL SCHEDULE (STRUCTURAL) MARK BLOCK SIZE LEVELSVERTICAL REINFORCMENT COMMENTS M1 8" CMU #4 @ 32" O.C. (TYPICAL) GROUND TO PARAPET #4 @ 8" O.C. (FOR 2' - 0" EACH SIDE OF OPENINGS) OR ROOF ADDITIONAL MASONRY NOTES: 1. PROVIDE DOWELS, EITHER #4 X 48" OR #5 X 60" LONG TO MATCHING SIZE AND SPACING OF VERTICAL MASONRY REINFORCING INTO FOUNDATION WALL. DOWELS SHALL EXTEND HALFWAY INTO FOUNDATION WALL AND TIED TO FOUNDATION VERTICAL REINFORCING. HOOKED DOWELS (12” MIN.) ARE TO BE PROVIDED AT FOOTINGS. 2. ALL VERTICAL BARS TO BE CONTACT LAP SPLICED AS THE LENGTHS PROVIDED IN THE MASONRY NOTES ON SHEET S1.0. 3. ALL MASONRY TO HAVE f'm = 2000 PSI. REFER TO MASONRY NOTES ON SHEET S1.0. 4. ALL WALLS TO HAVE MASONRY BOND BEAM COURSES AS FOLLOWS (UNLESS NOTED OTHERWISE IN SCHEDULE): PROVIDE BOND BEAMS AT ROOF/FLOOR LINES (BELOW JOIST BEARING) SEE WALL SECTIONS AND AT TOP OF PARAPET. 5. ALL MASONRY WALLS TO BE PROVIDED WITH 8 GAGE GALVANIZED TRUSS TYPE JOINT REINFORCEMENT SPACED AT 16" O.C. VERTICALLY. REFER TO MASONRY NOTES ON SHEET S1.0. 6. WALL REINFORCEMENT SPECIFIED TO CONTINUE ABOVE MASONRY OPENINGS. 7. ALL MASONRY REINFORCEMENT INDICATED ABOVE TO BE CENTERED IN CORE, 8. IN NO INSTANCE SHALL MORTAR BE USED AS A SUBSTITUTE FOR GROUT. ALL REINFORCING, WHETHER VERTICAL OR HORIZONTAL, SHALL BE EMBEDDED IN GROUTED CELLS. M3 NOT USED M2 10" CMU #5 @ 8" O.C. (TYPICAL) GROUND TO ROOF OR SECOND FLOOR M4 6" CMU #4 @ 32" O.C. GROUND TO ROOF M5 10" CMU #4 @ 32" O.C. GROUND TO ROOF GROUT WALL SOLID VERTICAL WALL REINFORCING -SEE SCHEDULE FOR SIZE AND SPACING MASONRY WALL - SEE SCHEDULE TYPICAL WALL REINFORCING CENTERED ON CELLS TYPICAL REINFORCEMENT PLACEMENT TYPICAL REINFORCEMENT PLACEMENT AT END WALL CONDITION (2) VERTICAL BARS SPACED 8" O.C. BAR SIZE TO MATCH TYPICAL WALL REINFORCING. MASONRY WALL - SEE SCHEDULE T/ 3 3" TO VERT. BAR 36 BAR DIA.T/4 T NOTE: LOCATE CMU CONTROL JOINTS @ 24'-0" O.C. MAX. VERTICAL JOINT CONT. FROM TOP OF FOOTING TO TOP OF PARAPET. PACK JOINT W/DUR-O-WALL EXPANSION. JOINT FILLER AND CAULK EACH SIDE. 2-#5 VERT. IN CELL @ EACH SIDE OF JOINT. HORIZ. REBAR ACROSS JOINT (#5 @ 96" O.C. TO BE CONTINUOUS ACROSS JOINT WRAP BAR WITH SCHED. 125 PVC PIPE FOR FIRST 30" EACH SIDE OF CMU CONTROL JOINTS.) WATERSTOP BELOW GRADE TYPICAL TY P I C A L OR 1'-6" MIN. 24" CORNER BARS #5 CORNER BARS, TYPICAL 4 S3.0 TYPICAL WALL CONSTRUCTION JOINT 5 S3.0 TYPICAL CORNER & INTERSECTION MASONRY WALL DETAILS 6 S3.0 TYPICAL MASONRY CONTROL JOINT 1'-0" 8" 1'-0" 1/ 4 T SAW CUT CONTROL JOINT SLAB ON GRADE W.W.F. CONTROL JOINT FILLER NOTE:SAW CUT SLAB WITHIN 12 HOURS AFTER SLAB HAS BEEN PLACED. T = SLAB THICKNESS CONTROL JOINT FILLER SAWCUT SLAB ON GRADE NOTE: ANY MATERIALS USED IN FORMING KEY JOINT MUST BE REMOVED 2X4 KEY CONSTRUCTION JOINT 1/ 2 T (M I N . ) T CONTROL JOINT 4 1 1 4 1 2 7 S3.0 TYPICAL SLAB JOINT DETAILS SLAB-ON-GRADE JOINTS SHALL BE SPACED IN TWO ORTHAGONAL DIRECTIONS AT NOT MORE THAN 15 FT O.C. FOR A 5" THICK SLAB AND NOT MORE THAN 12 FT O.C. FOR A 4" THICK SLAB. 2 "H" MIN. "H " D I M . SE E PL A N "D " "D" "D " CONT. FOOTINGBARS TO MATCH CONT. FOOTING REINF. CONT. FOOTING MIN. 1 1/2 MIN. 1 8 S3.0 TYPICAL STEPPED FOOTING DETAIL www.kengsc.com Project number Date Drawn by Checked by SEAL: COPYRIGHT 2020 K.ENG LLC SHEET NUMBER: TITLE: FIRM ILLINOIS LICENSE NO. 184-004153 KDK KDK S3.0 SCHEDULES AND TYPICAL DETAILS 18-1015 232 E MAIN ST. ASPEN, CO CORE AND SHELL BUILDING 6-14-2018 3/4" = 1'-0"S3.0 1 TYPICAL BASE PLATE DETAIL 3/4" = 1'-0"S3.0 2 PIER DETAILS 1" = 1'-0"S3.0 3 NOT USED No. Description Date 1 PERMIT 9-25-2018 2 ISSUE FOR BID 11-28-2018 4 PERMIT CORRECTION 12-18-2019 5 CONSTRUCTION 5-27-2020 6 FOUNDATION REVIEW 7-24-2020 7 FOUNDATION - TIMBER COOR. 8-7-2020 8 FOUNDATION - TIMBER FINAL 8-13-2020 13 PERMIT REVISION 9-4-2020 EXP 10-31-21 09/09/2020 10/13/2020 tonyf SEE NOTES #1 PLANS COMPACTED FILL (2) #4 BOTTOM SLAB-ON-GRADE #4 DOWELS @ 18" O.C. SIDEWALK - SEE CIVIL. DWGS 12" 20" 8" 1' - 0" 1' - 0 1/4" 3' - 0 " M I N . FOOTING TO BEAR UPON ENGINEERED FILL OR APPROVED SUBBASED AS PER THE GEOTECHNICAL REPORT 2' - 0" 1' - 0 " 3" 1' - 2" GRADE #4 @ 8" HORZ. #4 @ 16" O.C. VERT. W/ 12" HOOK (3) #4 MASONRY WALL - SEE PLAN PROPERTY LINE EX I S T I N G B U I L D I N G MATCH BOTTOM OF EXISTING FOOTING, V.I.F. SLAB-ON-GRADE 1/2" FIBER EXP. JOINT SPLICE 30" LAP COMPACTED STONE 2' - 0" 1' - 0" 3" 1' - 2" #4 @ 8" HORZ. #4 @ 16" O.C. VERT. W/ 12" HOOK (3) #4 MASONRY WALL - SEE PLAN PROPERTY LINE EX I S T I N G B U I L D I N G MATCH BOTTOM OF EXISTING FOOTING, V.I.F. SLAB-ON-GRADE 1/2" FIBER EXP. JOINT PROVIDE BOND BREAKER SPLICE 30" LAP SEE PLAN 1' - 2" @ 4A 1' - 0" @ SECT 4 8" 1 1 SLAB-ON-GRADE OVER ENGINEERED FILL (4) #4 BOTTOM MASONRY WALL -SEE PLAN SLAB-ON-GRADE COMPACTED FILL 2' - 6" 1' - 0" #4 @ 8" HORZ. #4 @ 16" O.C. VERT. W/ 12" HOOK 8"1' - 0"10" #4 @ 9”BOTTOM SIDEWALK SEE PLAN 1/2" FIBER EXP. JOINT 10" 10 3/4" T/WALL = -2' -0" (4) #4 BOTTOM SLAB-ON-GRADE, ELEV. VARIES COMPACTED FILL 2' - 6" 1' - 0" #4 @ 8" HORZ. #4 @ 16" O.C. VERT. W/ 12" HOOK 10"10"10" #4 @ 12”BOTTOM SIDEWALK SEE PLAN 1/2" FIBER EXP. JOINT CLT WALL -BY OTHERS 5/8" DIA. ANCHOR RODS @ 24" O.C. COUNTERSUNK 4X6 SOUTHERN PINE 9" 8" 3 3/4" T/WALL = -1' -4" COMPACTED FILL (2) #4 BOTTOM SLAB-ON-GRADE GRADE SLOPES SIDEWALK -SEE CIVIL DWGS 4 1/2" 1' - 2" VARIES 1/2" FIBER EXP. JOINT 3' - 0" MIN. (2) #4 #4 X 16" LONG @ 18" O.C. 9 1/2" #4 DOWELS @ 18" O.C.12" 20" 8" (11) #4 TOP & BOTTOM SLAB-ON-GRADE COMPACTED FILL 5' - 0" 1' - 0" #4 @ 8" HORZ. EACH FACE #4 @ 16" O.C. VERT. W/ 12" HOOK, EACH FACE 1' - 6 1/2"2' - 0"1' - 5 1/2" #4 @ 12”TOP & BOTTOM SIDEWALK -SEE CIVIL DWGS SEE PLAN 6" 5' - 0". 10" 1'-0" 1'-2" SLAB-ON- GRADE -SEE PLAN MASONRY WALL-SEE PLAN #5 @ 10" TOP AND BOTTOM, EACH WAY #4 @ 12" O.C. (H) #4 DOWELS WITH STD HOOK @ 8" O.C. SEE PLAN 8" PROVIDE SUMP PIT 12/S4.0 AT SOUTHWEST CORNER #4 @ 12" O.C. EACH WAY, CENTERED COMPACTED STONE 10" 1'-2" SPLICE 30" LAP T/SLAB = -1' -0" 8" MIN. #4 @ 12" O.C. EACH WAY #4 DOWELS @ 12" O.C. WITH 16" LEGS FTG -SEE PLAN STEEL GRATING PROVIDE RECESS FOR GRATING, 2-SIDES2'-0" SQ 2" 2'-0" L3X3X1/4 W/ 3/8" DIA. HILTI KWIK BOLT, 2 3/4" EMBED @ 10" O.C. 10" 1'-0" COMPACTED FILL (2) #4 BOTTOM GRADE SIDEWALK -SEE CIVIL DWGS 4 1/2" 1' - 2" SLAB-ON-GRADE #4 DOWELS @ 18" O.C.12" 20" 8" 3' - 0" MIN. 9 1/2" COMPACTED FILLSEE PLAN SLAB-ON-GRADE GRADE SIDEWALK -SEE CIVIL DWGS 10" FOOTING -SEE PLAN PIER-SEE PLAN TIMBER COLUMN BY OTHERS -SEE PLAN 1/2" FIBER EXP. JOINT 1'-9"1'-9" (2) #4 BOTTOM MASONRY WALL -SEE PLAN SLAB-ON-GRADE COMPACTED FILL 1' - 8" 1' - 0" #4 @ 12" HORZ. #4 @ 32" O.C. VERT. W/ 6" HOOK 6"8"6" SEE PLAN 1/2" FIBER EXP. JOINT 2' - 0" 8" 1 1 SLAB-ON-GRADE OVER ENGINEERED FILL (3) #4 HORIZ. #4 @ 18" O.C. VERT. 7" 10" 1 1 SLAB-ON-GRADE OVER ENGINEERED FILL 2X6 WOOD PARTITION WALL @ SECT 13A (2) #4 BOTTOM @ SECT. 13A 8" 5/8" DIA. ANCHOR RODS @ 32" O.C. COUNTERSUNK 4X6 (4) #4 BOTTOM MASONRY WALL -SEE PLAN SLAB-ON-GRADE COMPACTED FILL 3' - 0" 1' - 4" #4 @ 12" HORZ. #5 @ 8" O.C. VERT. W/ 12" HOOK 1' - 1"10"1' - 1" SEE PLAN 1/2" FIBER EXP. JOINT 1' - 2" #4 @ 9" O.C. 2' - 0" 1' - 0" 3" 1' - 2" GRADE #4 @ 8" HORZ. #4 @ 16" O.C. VERT. W/ 12" HOOK (3) #4 MASONRY WALL - SEE PLAN PROPERTY LINE EX I S T I N G B U I L D I N G MATCH BOTTOM OF EXISTING FOOTING, V.I.F. SLAB-ON-GRADE 1/2" FIBER EXP. JOINT PROVIDE BOND BREAKER SPLICE 30" LAP SEE PLAN T/WALL = 0' -0" COMPACTED FILL GRADE SIDEWALK -SEE CIVIL DWGS SLAB-ON-GRADE#4 DOWELS @ 18" O.C. 12" 20" 8" www.kengsc.com Project number Date Drawn by Checked by SEAL: COPYRIGHT 2018 K.ENG LLC SHEET NUMBER: TITLE: FIRM ILLINOIS LICENSE NO. 184-004153 KDK KDK S4.0 SECTIONS 18-1015 232 E MAIN ST. ASPEN, CO CORE AND SHELL BUILDING 6-14-2018 3/4" = 1'-0"S4.0 1 SECTION 1/2" = 1'-0"S4.0 2 SECTION 1/2" = 1'-0"S4.0 3 SECTION 3/4" = 1'-0"S4.0 4 SLAB STEP 1/2" = 1'-0"S4.0 5 SECTION 1/2" = 1'-0"S4.0 6 SECTION 3/4" = 1'-0"S4.0 7 SECTION 1/2" = 1'-0"S4.0 9 NOT USED 3/4" = 1'-0"S4.0 10 SECTION 1/2" = 1'-0"S4.0 11 SECTION 1/2" = 1'-0"S4.0 12 SUMP PIT DETAIL AT ELEVATOR 3/4" = 1'-0"S4.0 8 SECTION 3/4" = 1'-0"S4.0 14 SECTION No. Description Date 1 PERMIT 9-25-2018 2 ISSUE FOR BID 11-28-2018 3 PERMIT CORRECTIONS 8-9-2019 4 PERMIT CORRECTION 12-18-2019 5 CONSTRUCTION 5-27-2020 7 FOUNDATION - TIMBER COOR. 8-7-2020 8 FOUNDATION - TIMBER FINAL 8-13-2020 11 CENTAUR FTG ELEV COOR. 8-25-2020 13 PERMIT REVISION 9-4-2020 1/2" = 1'-0"S4.0 15 SECTION 4, 4A 3/4" = 1'-0"S4.0 16 SLAB STEP 3/4" = 1'-0"S4.0 13 SLAB STEP 1/2" = 1'-0"S4.0 17 SECTION 1/2" = 1'-0"S4.0 18 SECTION 3/4" = 1'-0"S4.0 19 SECTION EXP 10-31-21 09/09/2020 1 10/13/2020 tonyf SEE NOTES #1 PLANS SLAB-ON-GRADE COMPACTED FILL VERTICAL REINFORCING -SEE SCHEDULE FOOTING -SEE PLAN SE E P L A N CMU -SEE PLAN 5' - 0" 1' - 6 " #3 X 4 FT LONG @ 32" O.C. 3" #6 @ 12" O.C. TOP & BOTTOM 30 " L A P S P L I C E (9) #6 TOP & BOTTOM #4 @ 12" HORZ. #5 @ 8" O.C. VERT. W/ 12" HOOK 10" SLAB-ON-GRADE ELEV. VARIES -SEE PLAN COMPACTED FILL VERTICAL REINFORCING -SEE SCHEDULE FOOTING -SEE PLAN SE E P L A N 1' - 0" CMU -SEE PLAN 6' - 6" 1' - 0 " #3 @ 32" O.C. 3" #5 @ 10" O.C. 30 " L A P S P L I C E (8) #5 18"12" #4 @ 12" HORZ. #5 @ 8" O.C. VERT. W/ 12" HOOK 10" T/SLAB = 0' -0" EX I S T I N G B U I L D I N G 4' - 7 1 / 2 " OVERPOUR ADJACENT BOTTOM OF FOOTING POUR SEE 3/S4.0 SLAB-ON-GRADE PROPERTY LINE 1' - 6 " . REBAR IN SLAB PER 16/S4.3SLAB-ON-GRADE EX I S T I N G B U I L D I N G 2' - 6"2' - 8" 3' - 3 1 / 2 " 4' - 7 1 / 2 " SEE 3/S4.0 PROPERTY LINE 1' - 6 " . REBAR IN SLAB PER 16/S4.3 3' - 0 " SLAB-ON-GRADE COMPACTED FILL FOOTING -SEE PLAN SE E P L A N 5' - 0" 1' - 6 " #6 @ 12" O.C. TOP & BOTTOM (8) #5 TOP & BOTTOM 3" 5'-6"2'-0"2'-0"2'-0"4'-2" -2' -2" SOG 0' - 0:" SOG -1' -0" SOG DR Y W E L L C.2 CMU CONC WALL SEE 3/S4.1 SIMILAR FOR BAR BEND 1' - 0 " B/FTG -13' -3" B/FTG -12' -3" B/FTG -11' -3" -2' -2" SOG -1' - 0" T/PIER -1' -7" SOG B/FTG MATCH EXISTING DO NOT UNDERMINE CMU CMU WOOD WOOD COLUMN PIERCONC WALL CONC WALL CONC WALL BOTTOM REBAR 1'-0" 2'-0"2'-0"4'-0" 1 1 1/2 3'-6"2'-0"4'-0" CM U 2'-0" 2'-0" COMPACT ENGINEERED FILL PRIOR TO POURING UPPER FOOTING 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " FTG ALONG COL LINE 10 FTG ALONG COL LINE 9 A C.2 D.4 E.8 F.8 6 1 / 2 " B/FTG -5' -2" B/FTG -7' -10" 1' - 0 " 1' - 0 " 4' - 1 0 " 11 1/2 B/FTG -5' -10" 3'-6" 1'-6"2'-0"1'-6" B/FTG -6' -10" 1' - 0 " 1' - 4 " (11) #4 TOP & BOTTOM SLAB-ON-GRADE COMPACTED FILL 5' - 0" 1' - 0 " #4 @ 8" HORZ. EACH FACE #4 @ 16" O.C. VERT. W/ 12" HOOK, EACH FACE 1' - 6 1/2"2' - 0"1' - 5 1/2" #4 @ 12”TOP & BOTTOM SIDEWALK -SEE CIVIL DWGS 6" 1/2" FIBER EXP. JOINT CLT WALL -BY OTHERS 5/8" DIA. ANCHOR RODS @ 24" O.C. COUNTERSUNK 4X6 SOUTHERN PINE 8" 8" 9 1/2" 3/4" DIA. A36 THREADED ROD INSTALL W/ HILTI HY200 EPOXY AND 9" EMBEDMENT HOLD-DOWN BRACKET BY CLT PROVIDER SEE PLAN FOR LOCATIONS (2 THUS) WALL PER 9/S4.0 PIER P4 1'-3"2'-0" 1'-2" 2'-1"1' - 7 1 / 8 " #5 DOWELS FOR CMU WALL INTO FOOTING #4 @ 8" HORIZ. #4 VERT AS SHOWN (12" TO 14" O.C.) T/CONC = 0' -0" T/CONC +0' -0" T/CONC +0' -8" WALL PER 1/S4.1 5" 5" 1' - 2 1 / 2 " 4 www.kengsc.com Project number Date Drawn by Checked by SEAL: COPYRIGHT 2018 K.ENG LLC SHEET NUMBER: TITLE: FIRM ILLINOIS LICENSE NO. 184-004153 KDK KDK S4.1 SECTIONS 18-1015 232 E MAIN ST. ASPEN, CO CORE AND SHELL BUILDING 6-14-2018 No. Description Date 1 PERMIT 9-25-2018 2 ISSUE FOR BID 11-28-2018 3 PERMIT CORRECTIONS 8-9-2019 4 PERMIT CORRECTION 12-18-2019 5 CONSTRUCTION 5-27-2020 7 FOUNDATION - TIMBER COOR. 8-7-2020 8 FOUNDATION - TIMBER FINAL 8-13-2020 11 CENTAUR FTG ELEV COOR. 8-25-2020 12 MODIF COORDINATION 9-2-2020 13 PERMIT REVISION 9-4-2020 3/4" = 1'-0"S4.1 1 SECTION 3/4" = 1'-0"S4.1 2 SECTION 1/2" = 1'-0"S4.1 4 SECTION 1/2" = 1'-0"S4.1 3 SECTION 3/4" = 1'-0"S4.1 5 SECTION 3/16" = 1'-0"S4.1 6 ELEV VIEW SHEAR WALL ON COL LINE 7 3/16" = 1'-0"S4.1 7 ELEV VIEW WALLS ON COL LINE 9 AND 10 1/2" = 1'-0"S4.1 8 SECTION 3/4" = 1'-0"S4.1 9 PLAN VIEW OF FOUNDATION WALL EXP 10-31-21 09/09/2020 2 10/13/2020 tonyf SEE NOTES #1 PLANS