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HomeMy WebLinkAboutS102 Second Floor Framing Plan -DENOTES TOP OF STEEL ELEVATION WITH RESPECT TO DATUM ELEVATION -DENOTES THE NUMBER OF 3/4" DIA. x 5" (LONG) SHEAR STUDS. -DENOTES MOMENT CONNECTION SEE SHEET S-504 -DENOTES FRAMED OPENING. COORDINATE SIZE AND LOCATION w/ ARCH. & MECH. DRAWINGS -BEAM MOMENT SPLICE. SEE DETAILS. (+/-x'-xx") [X] LEGENDNOTES 1. DATUM ELEVATION = 100'-0" = F.F.E. 2. T.O. 2ND FLOOR STEEL ELEVATION = 113'-5 3/4" 3. D6 = COMPOSITE SLAB, 6 1/4" TOTAL THICKNESS LIGHTWEIGHT CONCRETE SLAB ON 3", 20 GA, GALVANIZED COMPOSITE METAL DECK -BASIS OF DESIGN: VULCRAFT 3.0VL. REINFORCE WITH 4 LBS/CY STRUX90/40 (GRACE) MACRO-FIBER REINFORCING. 4. BEAMS ARE EQUALLY SPACED UNLESS NOTED OTHERWISE. 5. PROVIDE A MINIMUM 1/4" BENT PLATE AT FLOOR PERIMETERS U.N.O. 6. "E.O.S." INDICATES EDGE OF COMPOSITE DECK. 7. BRACE FORCES SHOWN ARE ULTIMATE (FACTORED) LOADS. POSITIVE (+) FORCES INDICATE COMPRESSION, NEGATIVE (-) FORCES INDICATE TENSION. 8. COORDINATE ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. OPENINGS NOT INDICATED ON PLANS SHALL CONFORM TO TYPICAL DETAIL REQUIREMENTS. 9. PROVIDE (1)-3/4" DIA. X 5" (LONG) SHEAR STUD PER FOOT OF LENGTH U.O.N. A A B B C C D D 1 1 2 2 3 3 3.8 3.8 4 4 5 5 6 6 F 3.9 E HSS6X6X5/8 BRACE (+140K/-75K) D6 D6 D6 D6 D6 5.5 5.5 5.6 5.6 A.5 A.5 B.3 B.3 2.7 2.7 D.3 D.3 0'-6" E.O.S.0'-6" E.O.S.0'-6" E.O.S. 1 '-4 " E .O .S .1 '-4 " E .O .S .1 '-4" E.O.S. HSS6X6X5/8 BRACE (+140K/-75K)HSS6X6X5/8 BRACE(+130K/-90K)HSS6X6X3/8 BRACE(+100K/-65K)HSS6X6X3/8 BRACE (+100K/-50K) HSS6X6X3/8 BRACE (+105K/-50K) HSS6X6X1/2 BRACE (+145K/-40K) HSS6X6X1/2 BRACE (+145K/-40K) 3 S503 TOP OF EXTERIOR COLUMN W/ THERMALLY BROKEN SPLICE, TYP. AT 3 3 S503 3 S503 13 S503 3 S503 HSS4X4X5/16 (UP) COORD. W/ ARCH AND GLASS WALL SUPPLIER 12 K W18X50 20 K W18X76 3 4 K W 2 1 X 4 8 5 6 K66 KW24 X55 23 K66 K-FT12 KW14 X38 75 K-FT1 4 K32 KW18X11934 K27 KW18X35[17]27 K18 K W24X84 11 KW16X31 87 K W24X62 [28] 83 K 70 K W30X90 [122]105 K 73 K W24X55 [25] 74 K 1 3 3 K -F T27 K W 1 2 X 5 8 2 4 0 K -F T46 K 70 K W24X55 [25] 66 K 23 KW16X26 [15]23 K74 K W24X103 76 K 73 K W24X55 [24] 73 K25 KW16X31 [15]25 K25 KW16X31 [15]25 KW16X3124 KW16X31 [15]24 K19 KW16X26 [17]19 K23 KW16X31 [17]23 K27 KW18X35 [17]27 K27 KW18X35 [17]27 K31 KW21X4426 K24 KW16X31 [15]24 K24 KW16X31 [15]24 K25 KW16X26 [15]25 K26 KW16X31 [15]26 K26 KW16X31 [15]26 K20 KW16X26 [15]20 K14 KW12X19 [13]14 K23 KW16X26 [15]23 K24 KW16X26 [14]20 K23 KW18X35 [18]25 K11 KW12X19 [16]12 KW16X31 27 KW18X35 [17]27 K25 KW16X31 [15]25 K24 KW16X26 [15]24 K25 KW16X31 [15]25 K23 KW16X26 [14]22 KW12X19[6]21 KW16X26 [15]21 K8 KW12X19 [8]8 K7 KW12X19 [8]7 K21 K W18X40 31 K 13 KW14 X2221 KW16X312 5 K W 1 8 X 3 5 2 5 K 13 KW12X1412 K6 KW10X12W 8 X 1 3 W 16X31 1 0 K 21 KW16X26 [15]17 KW12X19 [6] W 1 0 X 3 3 W8X13W8X13W8X1337 K W21X44 [20] 37 K10 K W16X45 44 KW27X14658 K91 K-FT21 KW14X3892 K-FT22 K20 KW14X22 [13]21 K23 KW16X26 [14]21 K19 KW12X22 [11]17 K15 KW12X19 [17]13 K10 KW12X19 [16]12 K18 KW12X19 [11]17 K10 K W16X4526 KW16X31 [15]26 K23 KW16X26 [15]23 KW 8 X 1 3 8 K W16X31 7 K W12X19 [12]6 KW8X106 K123 K-FT25 KW14X38103 K-FT23 KHSS18X6X1/220 K W1 0 X30 12 K15 KW12X1913 KW8X13W16X31W12X19 [6] 2 3 K W 1 8 X 3 5 [3 2 ]4 1 K27 KW18X35 [17]27 K24 KW16X31 [15]24 K23 KW16X26 [15]23 K16 K W12X19 [11] 14 K 26 KW16X31 [15]26 K18 KW16X26 [17]18 K13 KW12X1413 KW12X19 [9]25 KW18X40 [20]23 K25 KW16X26 [15]25 K24 KW16X26 [15]24 K23 KW16X26 [15]23 K24 KW16X26 [15]24 KHSS6X4X3/8W16X3174 K W24X55 [25] 78 K 1'-10 3/4"W16X31E.1 E.1 9" E.O.S.HSS6X6X5/82 5 K -F T9 K 2 5 K -F T3 K SUPPLEMENTARY STRUCUTRAL SUPPORT BELOW: UNISTRUT SYSTEM FOR MEDICAL EQUIPMENT SUPPORT BY OTHERS. COORDINATE WITH EQUIPMENT MNFR. 1 S503 5 3 /4 " E .O.S. 6" E.O.S. 1'-3 7/8" +/- COLD-FORMED EXTERIOR WALLS (SEE ARCH & NOTES) #4'S AT 16" O/C (SEE TYP DETAILS) #4'S AT 16" O/C (SEE TYP DETAILS) 1'-0" E.O.S.3'-6"4" E.O.S.13'-2 3/4" +/-1'-5 7/8" E.O.S.1 1/8" E.O.S.7 5/8" E.O.S.2 1/2" E.O.S.10" E.O.S.UP12'-0 1/4" +/-5'-1 7/8" +/- SIMCOORD. W/ ARCH13'-1"6" E.O.S.1'-0" E.O.S.1'-0" E.O.S.7 1/8" E.O.S.8 1/4" E.O.S. 8 1 /4 " E .O .S .6 1/4" E.O.S.B.5 B.5 13 S502 15 S502 14 S502 14 S502 16 S502 HSS6X6X5/8 BRACE(+130K/-90K)HSS6X6X3/8 BRACE(+100K/-65K)HSS6X6X3/8 BRACE (+100K/-50K) HSS6X6X3/8 BRACE (+105K/-50K) 5 S506 5 S506 N 6" E.O.S. 6" E.O.S. 7 1/2" E.O.S.18 '-9 5 /8"HSS1 4X6 X5/89 S506 -1'- 4 1/ 4 " -1'-4 1/4" -1'-8 1/ 4 "HSS1 0X6 X1/2-1'-8 1/4"-1 '-8 1 /4 "-1 '-8 1 /4 "4 '-0 "16 K16 KL3X3X1/4 KICKER FROM TOP OF POST TO TOP FLANGE OF BEAM 10 S506 2 S503 H S S 1 0 X 6 X 1 /2 2 S503 2 S503 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 4:46:47 PMS102 SECOND FLOOR FRAMING PLAN 02/05/2021 2018089 NH Carpenter Park, Ithaca, NY 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/16" = 1'-0"1 SECOND FLOOR FRAMING PLAN REVISION SCHEDULE NAME DATE 02/10/2021 Received by DiMarco 2/15/2021