4.1. PCSR 08-27-2019 - Laserfiche WebLink

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16'8'SCALE:4'2'1'18"MB30"M30"M30"M30"M30"M30"M30"M30"M30"M30"M18"M18"M18"M18"M18"M18"M18"M30"M30"M30"M30"M30"M30"M30"M30"M30"M18"MB18"MB18"MB18"MB18"MB18"MBCOLUMN PLAN7'-10 1/2"0'-0"8'-0"7'-10 1/2"8'-0"15'-10 1/2"1'-6 3/4"23'-10 1/2"8'-0"31'-10 1/2"8'-0"39'-10 1/2"1'-1 1/4"47'-10 1/2"10'-0"51'-10 1/2"2'-0"61'-10 1/2"8'-0"63'-10 1/2"7'-10 1/2"71'-10 1/2" 79'-9" 7'-10 1/2"0'-0"4'-0"7'-10 1/2"12'-0"11'-10 1/2"8'-0"23'-10 1/2"3'-11 1/4"31'-10 1/2"7'-10 1/2"39'-10 1/2"47'-9"7'-10 1/2"79'-9"8'-0"7'-10 1/2"8'-0"15'-10 1/2"8'-0"23'-10 1/2"8'-0"31'-10 1/2"8'-0"39'-10 1/2"8'-0"47'-10 1/2"8'-0"55'-10 1/2"8'-0"63'-10 1/2"7'-10 1/2"71'-10 1/2" 0'-0" 4'-10 1/2"47'-9"16'-0"42'-10 1/2"3'-0"26'-10 1/2"3'-6"23'-10 1/2"14'-0"20'-4 1/2"6'-4 1/2"6'-4 1/2"0'-0"11111111111111234AS5BS5CS5CS5KS8FS630"M30"M30"M30"M2'-3 3/4"23'-7 1/2"2'-3 3/4"2'-2 1/4"25'-11 1/4" 28'-1 1/2"3'-10 1/2"28'-0"8'-0"24'-1 1/2"8'-0"16'-1 1/2"8'-1 1/2"8'-1 1/2"11DS618"M18"M7'-10 1/2"0'-0"8'-0"20'-0"8'-0"12'-0"4'-0"4'-0" 27'-10 1/2" 7'-7 1/2"15'-0"7'-4 1/2"7'-7 1/2"0'-0"18"M16"M16"M1'-0" VENTED SIDEWALLOVERHANGS2'-0" NON-VENTED ENDWALLOVERHANGS2'-0" VENTED SIDEWALLOVERHANGS30"MJS84'-0 3/4"35'-9 3/4"2'-10 3/4"48'-11 3/4"6'-5 1/4"25'-5 1/4"30"M30"M-GUTTER COVERS-ROOF LAP RIB SEALANT TAPE-ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS-(3) 30x30 ATTIC ACCESS PANEL (VERIFY LOCATION)-16'-2"x14'-1" OVERHEAD DOOR-414'-2"x14'-1" OVERHEAD DOOR-312'-2"x14'-1" OVERHEAD DOOR-210'-2"x6'-1" OVERHEAD DOOR-1(11) 4429 MB SLIDING WINDOWS-1-1HEADERED TRUSS LOCATION-3-2x8 LAMINATED COLUMN LOCATION-3-2x6 LAMINATED COLUMN LOCATION-COLUMN PLAN LEGEND(5) 3068 MB910 9-LITE GLASS WITH CROSSBUCK WALKDOORS, INSWING, LEFT HINGE WITH LOCKSET-36"M-30"M-18"M16"M36" DIAMETER FOOTING WITH 4' TO BOTTOM OF 21" THICK CONCRETE PAD (2500PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUNDEXPOSED REBAR CAGE AND 3/4"x14" THREADED ROD WITH AN ADDITIONALMINIMUM 1" ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACECONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONEOPERATION.30" DIAMETER FOOTING WITH 4' TO BOTTOM OF 21" THICK CONCRETE PAD (2500PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUNDEXPOSED REBAR CAGE AND 3/4"x14" THREADED ROD WITH AN ADDITIONALMINIMUM 1" ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACECONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONEOPERATION.18" DIAMETER FOOTING WITH 4' TO BOTTOM OF 21" THICK CONCRETE PAD (2500PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUNDEXPOSED REBAR CAGE AND 3/4"x14" THREADED ROD WITH AN ADDITIONALMINIMUM 1" ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACECONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONEOPERATION.16" DIAMETER FOOTING WITH 4' TO BOTTOM OF 21" THICK CONCRETE PAD (2500PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUNDEXPOSED REBAR CAGE AND 3/4"x14" THREADED ROD WITH AN ADDITIONALMINIMUM 1" ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACECONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONEOPERATION.EXISTING COLUMN LOCATION--24"M24" DIAMETER FOOTING WITH 4' TO BOTTOM OF 21" THICK CONCRETE PAD (2500PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUNDEXPOSED REBAR CAGE AND 3/4"x14" THREADED ROD WITH AN ADDITIONALMINIMUM 1" ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACECONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONEOPERATION.ROUGH OPENING SCHEDULEUNIT SYMBOLFROM LEGENDWIDTHHEIGHT37 3/4"81"52 1/4"33 5/8"11I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA. _____________________________________________CORY MICHAEL BYRDDATE:________________ LICENSE NUMBER: 55608EXISTING15'x10'x50'BUILDINGEXISTING36'x14'x50'BUILDINGEXISTING23'x16'x52'BUILDINGEXISTING14'x9'x25'BUILDINGES6GS6HS7IS71CONNECTION WALL COLUMN LOCATION DIMENSIONSSIDEWALL COLUMNLOCATION DIMENSIONSSIDEWALL COLUMNLOCATION DIMENSIONSSIDEWALL COLUMNLOCATION DIMENSIONSENDWALL COLUMNLOCATION DIMENSIONS ENDWALL COLUMNLOCATION DIMENSIONS 1S31S51S31S3LS818" DIAMETER FOOTING WITH 20" THICK MINIMUM CONCRETE (2500 PSI MINIMUM)BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBARCAGE AND 3/4"x14" THREADED ROD WITH ADDITIONAL READY-MIX BACKFILLEDTO 12" BELOW GRADE. PLACE CONCRETE BELOW AND ABOVE BOTTOM OFLOWER COLUMN IN ONE OPERATION.-18"MB2S61S3JOB NO.OFFICE:DRAWN BY:DATE:DATE:SCALE:SHEET NO.OFCHECKED BY:REVISED DATE:REVISED DATE:REVISED DATE:REVISED DATE:AS NOTEDMONTICELLO, MN059-089336RIC HAUGLAND ELK RIVER, MN RKS7/2/2019--------S1----------------NOTCHECK EDTARGET DATE:S9