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Home My WebLink AboutS501 Details & SectionsF.F.E. = SEE PLAN PIER = SEE PLAN -8" BELOW FFE UNO FOOTING, SEE SCHEDULE FOR SIZE AND REINFORCING APPROVED BEARING GRADE REFER TO PIER SCHEDULE FOR PIER SIZE AND REINFORCING COLUMN (SEE PLAN.) INFILL w/ CONCRETE BASE PLATE AND ANCHOR RODS REF SCHEDULE 1/2 " ISOLATION JOINT WITH EPOXY SEALANT (TYP) CONCRETE SLAB (TYP) REFER TO PLAN TOF = SEE PLAN 2"(3) SPA AT 2" #3 TIES AT 12" O/C EQ UNO EQ UNOREF PLANT3" CLR3" CLR GL COLD FORMED METAL STUDS (SEE ARCH.) FIRST FLOOR EL. (+) 0'-0" FOOTING EL. REFER TO PLAN SLAB ON GRADE (SEE PLAN.) BRICK (SEE ARCH.) #5 CONT. AT TOP OF WALL 3'-0" MIN. (SEE PLAN)1'-0"CAST IN PLACE FOUNDATION WALL CONT. FOOTING (2)-#5 CONT. PERIMETER DRAIN SYSTEM, COORD. W/ SITE PLAN REINFORCING (SEE SCHEDULE) INSULATION, SEE ARCH. GL 1'-3"2'-8"8"7" 1'-3" GL "SIM." 10" AT "SIM." OCCURS AT COL. LINES 3.9 AND E ONLY. F.F.E. = SEE PLAN FOOTING, SEE SCHEDULE FOR SIZE AND REINFORCING APPROVED BEARING GRADE CONCRETE SLAB (TYP.) REFER TO PLAN 1/2 " ISOLATION JOINT WITH EPOXY SEALANT (TYP) INFILL w/ CONCRETE AFTER SLAB IS CURED BASE PL. AND ANCHOR BOLTS (SEE DETAILS.) COLUMN (SEE PLAN.) B.O.F. = SEE PLAN TGL ROUND CAST-IN-PLACE PIER (SEE SCHEDULE) C.I.P. FOOTING (SEE SCHEDULE) DOWELS TO MATCH VERTS. GALV. BASEPLATE COLUMN (SEE PLAN) (4) 3/4" DIA. GALV. ANCHOR BOLTS 1'-6"1'-6"T.O.F. SEE PLAN T.O. PIER +2'-0" 5/16 (3) SPA. AT 2" #3 TIES AT 12" O/C 8"3"3"W10: 1-1/4"X16" DIA. BASE PLATE HSS: 3/4"X14" DIA. BASE PLATE LEVELING PL. AND GROUT PAD GL BP-1 BP-9/9A CJP1'-6"1'-6" 9/16 (4) 3/4" ANCHOR RODS 2'-5"2'-5" 6 1/2"6 1/2"2 1/2"2 1/2" 2 1/2"2 1/2"4"4"BP-1 GL GL GL GL 2'-4" 19"9"1'-6"BP-2 GL GL 1'-6" 9"9"1'-6"6 1/2"11 1/2"BP-3/3A THICKNESS = 2 1/4"THICKNESS = 2 1/4" THICKNESS AT BP-3 = 1" THICKNESS AT BP-3A = 1 1/2" GL GL 1'-4" 8"8"1'-4"6 1/2"9 1/2"BP-4/4A THICKNESS AT 4 = 3/4" THICKNESS AT 4A = 1 1/4"11 1/2"6 1/2"2" TYP. BP-5 THICKNESS = 2 1/4" GL GL 2'-4" 19"9"1'-6"6 1/2"11 1/2"2" TYP. BP-6 THICKNESS = 2 1/4"2'-5"2'-5" 6 1/2"6 1/2"2 1/2"2 1/2" 2 1/2"2 1/2"4"4"GL GL GL GL 2'-7" 22"9"1'-6"BP-7 THICKNESS = 2 1/4"11 1/2"6 1/2"2" TYP. BP-8 THICKNESS = 2 1/4" GL GL 2'-7" 22"9"1'-6"11 1/2"6 1/2"2" TYP. THICKNESS AT BP-9 = 1 1/2" THICKNESS AT BP-9A = 2" (12)-1 1/4" ANCHOR RODS, EMBED FULL DEPTH (SEE D/1 PIER DETAIL) 1/2" GUSSET PLATE (TYP) 3"x7" SHEAR LUG 12" LONG, EA. WAY TYP 6" (4)-3/4" ANCHOR RODS 2 1/4"x7 1/2" SHEAR LUG 16" LONG 1/2" GUSSET PLATE (4)-3/4" ANCHOR RODS CJP 1/4 (4)-3/4" ANCHOR RODS 1/4 CJP (4)-3/4" ANCHOR RODS 2 1/4"x7 1/2" SHEAR LUG 16" LONG 1/2" GUSSET PLATE (4)-1 1/4" ANCHOR RODS. EMBED FULL DEPTH (SEE PIER DETAIL) 1/2" GUSSET PLATE (TYP) 3"x7" SHEAR LUG 12" LONG, EA. WAY CJP (4)-3/4" ANCHOR RODS 2 1/4"x7 1/2" SHEAR LUG 16" LONG, EA. WAY 1/2" GUSSET PLATE (4)-3/4" ANCHOR RODS 2 1/4"x7 1/2" SHEAR LUG 16" LONG, EA. WAY 1/2" GUSSET PLATE CJP CJP 2" TYP CJP GL 2'-6" 10"20"1'-8"BP-10 THICKNESS = 2 1/4"10"10"(4)-3/4" ANCHOR RODS 2 1/4"x7 1/2" SHEAR LUG 16" LONG, EA. WAY 1/2" GUSSET PLATE GL 2" TYP BP-11 HSS 4X4 POST BASE THICKNESS = 5/8" INSTALL ALIGNED WITH CENTER OF CFMF WALL RUNNER TRACK 8" 3"10"5" TOP OF CONCRETE FOUND. WALL (2) 5/8" DIA. X 6" LONG HEAVY DUTY SCREW ANCHORS. ANCHOR RODS PLATE WASHER SIZE AND BASE PLATE HOLE DIAMETER SCHEDULE ANCHOR BOLT SEE SCHEDULE FOR SIZE 1/4" LEVELING PLATE -MATCH BASE PL. SIZE (OMIT AT BASE PLATES WITH SHEAR LUGS) FINISH END OF COLUMN AND BASE PLATE SURFACE ACCORDING TO AISC 360 M2.4 AND M4.4 REQUIREMENTS 3/4" NON-SHRINK GROUT - SEE SPECIFICATIONS BASE PLATE EMBEDMENT UNOA36 WASHER PLATE - (TYP.) WELD TO BASE PLATE NOTES: 1. PLATE WASHERS: ASTM A36, ROUND OR SQUARE 2. WELD WASHERS TO BASE PLATES WITH MIN FILLET WELD. 3. INCREASE EDGE DISTANCE FOR WASHER PLATE SIZE GREATER THAN 3 1/2" FOR WELD. 4. DIA WASHER PLATE HOLE = DIA ANCHOR ROD + 1/16" ANCHOR ROD DIAMETER MAXIMUM HOLE DIAMETER WASHER PLATE ROUND/SQUARE MINIMUM WASHER THICKNESS WASHER PLATE REFER TO TABLE BASE PLATE3/4" DIA...............1-1/4" DIA..................= 16"= FULL DEPTHWASHER PLATE DETAIL BASE PLATE HOLE DIA REFER TO TABLE 1/4" MIN(TYP)1-1/4"3"1/2"2-1/16" 3/4"2"1/4"1-5/16" DOUBLE NUT OR TACK WELD AT COLUMNS WITH SHEAR LUGS PROVIDE LEVELING NUT. NOTE THAT ADDITIONAL GROUT WILL BE REQUIRED. SEE DETAILS. GL 10'-6" 9'-0" 7'-6" 6'-6" 5'-6" 4'-6" 4" WALL 8" WALL WALL TYPES L3 1/2x 3 1/2x 5/16 (LLV) TYPICAL LINTEL SCHEDULE L4x 3 1/2x 5/16 (LLV) L5x 3 1/2x 5/16 (LLV) L6x 3 1/2x 5/16 (LLV) (2) - L3 1/2x 3 1/2x 5/16 (LLV) (2) - L4x 3 1/2x 5/16 (LLV) (2) - L5x 3 1/2x 5/16 (LLV) (2) - L6x 3 1/2x 5/16 (LLV) W8x10 + PL. 5/16"x 7 1/2" W8x15 + PL. 5/16"x 7 1/2" NOTES: MAXIMUM MASONRY OPENING 9) ALL COMPONENT PARTS OF EXTERIOR LINTELS SHALL BE HOT-DIP GALVANIZED AND PAINTED. 1) UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS, PROVIDE LINTELS FOR EXTERIOR MASONRY OPENINGS IN ACCORDANCE WITH THE SCHEDULE ABOVE. 2) PROVIDE 8" MIN. BEARING EACH END ONTO SOLID GROUTED CMU. 3) BLOCK WALLS SHALL BE GROUTED SOLID 3 COURSES BELOW BEARING x 24" LONG, MINIMUM. PROVIDE REINFORCING EACH SIDE OF DOOR OPENINGS AND GROUT FULL HEIGHT. REFER TO TYPICAL MASONRY WALL ELEVATION. 4) SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MASONRY OPENINGS NOT SHOWN. 5) ALL WF LINTELS SHALL HAVE 1/2" DIA. x 6" LONG STUD ANCHORS WELDED TO THEIR TOP FLANGE @ 16" O.C. WALL REINFORCING SHALL BE WELDED TO LINTEL AT SPACING INDICATED. GROUT REINFORCED CELLS. 6) INSTALL ANGLES WITH LONG LEG VERTICAL. 7)SEE DETAILS FOR OPENINGS GREATER THAN SHOWN. 8) FOLLOW B.I.A. RECOMMENDATIONS WHERE LINTELS INTERSECT VERTICAL RELIEF JOINTS. FIRST FLOOR EL. (+) 0'-0" FOOTING EL. REFER TO PLAN3'-0" MIN. (SEE PLAN)GL SEE 1/S501 FOR ADDITIONAL INFORMATION 2'-1" AT "SIM." 1'-3" TYP.2'-8"CONCRETE FOOTING (SEE SCHEDULE) CONCRETE PIER (SEE SCHEDULE) (3) SPA AT 2" BASE PLATE (SEE BASE PLATE DETAILS) STEEL COLUMN (SEE PLAN) 1/2 " ISOLATION JOINT WITH EPOXY SEALANT (TYP) INFILL WITH CONCRETE AFTER SLAB CURES 0'-8"INSIDE FACE OF WALL STUDS ALIGNS WITH GRIDLINE (SEE PLAN). EXCEPT AT "SIM" - INSIDE FACE OF STUD IS 10" FROM GRIDLINE. 1'-2 1/2"1'-6 1/2"1 3 1 /2 "8"3/8 1'-8 3/4"1'-4 3/4"8 "3/8 1/2" MIN. GUSSET PLATE 1/2" MIN. GUSSET PLATE BEAM FLANGE CONNECTION BEAM WEB CONNECTION BASE PLATE AND ANCHOR RODS (SEE BASE PLATE DETAILS) BASE PLATE AND ANCHOR RODS (SEE BASE PLATE DETAILS) FIRST FLOOR EL. (+) 0'-0" FOOTING EL. REFER TO PLAN3'-0" MIN. (SEE PLAN)GL SEE 1/S501 FOR ADDITIONAL INFORMATION 1'-3"2'-8"#4 TIES AT 4" O/C EXTEND ALL ANCHOR RODS TO BOTTOM LAYER OF FOOTING REINFORCMENT (EMBEDMENT = 8'-9") BASE PLATE (SEE BASE PLATE DETAILS) STEEL COLUMN (SEE PLAN) 1/2 " ISOLATION JOINT WITH EPOXY SEALANT (TYP) INFILL WITH CONCRETE AFTER SLAB CURES 1'-0"TOP OF PIER CONCRETE FOOTING (SEE SCHEDULE) 0'-7" 3'-0"X3'-0" CONCRETE PIER INSIDE FACE OF WALL STUDS ALIGNS WITH GRIDLINE (SEE PLAN). BASE PLATE W/ SHEAR LUGS (SEE BASE PLATE DETAILS)2"PROVIDE LEVELING NUTS AT ALL SHEAR LUG BASE PLATES BOX OUT TOP OF PIERS TO ALLOW FOR INSTALLATION OF SHEAR LUGS. GROUT AREA SOLID WITH NON-SHRINK GROUT FIRST FLOOR EL. (+) 0'-0" TOP OF PIER 1'-0"CONCRETE PIER (SEE SCHEDULE) *REINFORCING NOT SHOWN FOR CLARITY* 9/16 FOOTING EL. REFER TO PLAN CONCRETE FOOTING (SEE PLAN) DOWELS TO MATCH VERTS 8" CMU W/ #5 BARS AT 32" O/C (GROUT SOLID)STRUCTURAL FILL (SEE NOTES) STRUCTURAL FILL (SEE NOTES) 5" SLAB-ON-GRADE W/ #4 BARS AT 12" O/C (TOP) AND 6" O/C (BOT) #4 DOWELS AT 32" O/C 24" 24" CHAMFER EXPOSED SLAB CORNERS DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com phone: (585) 482-8130 www.jensenbrv.com ROCHESTER, NEW YORK 14609 1653 EAST MAIN STREET Structural Engineering Consultants2/10/2021 4:47:12 PMS501 DETAILS AND SECTIONS 02/05/2021 2018089 NH Carpenter Park, Ithaca, NY 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/4" = 1'-0"3 INTERIOR FOOTING WITH PIER 3/4" = 1'-0"1 FOUNDATION WALL W/ BRICK 3/4" = 1'-0"4 INTERIOR COLUMN FOOTING 3/4" = 1'-0"5 EXTERIOR FOOTING WITH PIER 3/4" = 1'-0"8 BASE PLATE DETAILS 3/4" = 1'-0"6 BASE PLATE ANCHOR BOLTS 12" = 1'-0"7 LOOSE LINTEL SCHEDULES 3/4" = 1'-0"2 COLUMN PIER W/ BRICK 3/4" = 1'-0"9 TYPCIAL GUSSET PLATE DETAILS 3/4" = 1'-0"11 PIERS AT D/1 AND A/1 3/4" = 1'-0"10 TYPCIAL SHEAR LUG DETAILS 3/4" = 1'-0"12 CMU STAIR LANDING REVISION SCHEDULE NAME DATE 02/10/2021 Received by DiMarco 2/15/2021