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HomeMy WebLinkAboutS104 Fourth Floor Framing PlanA A B B C C D D 1 1 2 2 3 3 3.8 3.8 4 4 5 5 HSS6X6X5/16 BRACE (+60K/-10K) D6 D6 D6 5.6 5.6 A.5 A.5 B.3 B.3 2.7 2.7 D.3 D.3 1'-4" E.O.S.1'-4" E.O.S.1'-4" E.O.S. 1'-4" E.O.S.1'-4" E.O.S.1'-4" E.O.S.HSS6X6X5/16 BRACE (+60K/-10K) HSS6X6X5/16 BRACE (+65K/-15K) HSS6X6X5/16 BRACE (+65K/-15K)HSS6X6X5/16 BRACE(+75K/-30K)HSS6X6X5/8 BRACE. (+100K/-30K) 1 S503 1 S503 15 S503 15 S503 1 S503 11 K W18X50 11 K 48 K W18X76 [22] 48 K 34 K W18X65 20 KW16X31 [17]20 K10 KHSS14X6X5/810 K86 K W24X76 [19] 87 K 29 KW18X35 [17]29 K517 K-FT 90 K W24X84 360 K-FT 79 K 90 K W30X99 [31] 117 K 28 KW18X35 [17]28 K89 K W24X68 [31] 88 K 27 KW16X31 [15]27 K85 K W24X103 78 K 79 K W24X55 [24] 79 K 27 KW16X31 [15]27 K81 K W24X62 [30] 85 K 107 K-FT25 KW12X40139 K-FT27 K77 K W24X62 [29] 71 K 52 K W18X40 [46] 25 K 3 3 K W 2 1 X 4 4 5 2 K 12 K W18X50 10 K43 K W21X44 [20] 43 K11 K W16X45 11 K 26 KW16X31 [15]26 K26 KW16X31 [15]26 K25 KW21X50 [15]25 K27 KW16X31 [15]27 K25 KW18X35 [17]25 K13 KW16X31 [17]13 K29 KW18X35 [17]29 K29 KW18X35 [17]29 K30 KW18X35 [17]30 K30 KW18X35 [17]30 K28 KW16X31 [15]28 K28 KW16X31 [15]28 K25 KW16X31 [15]25 K26 KW16X31 [15]26 K27 KW16X31 [15]27 K27 KW16X31 [15]27 K22 KW16X26 [15]22 K25 KW16X31 [15]25 K29 KW18X40 [15]29 K21 KW12X22 [11]19 K25 KW21X50 [14]23 KW12X19 [3]W24X6852 K-FT19 K27 KW16X31 [15]27 K16 KW12X19 [9]14 K26 KW16X31 [15]26 K30 KW18X35 [17]30 K10 KW12X19 [6]28 KW16X31 [15]28 K30 KW18X35 [17]30 K42 KW27X8450 K59 KW30X9967 K28 KW21X4837 KW16X31 [13]W12X19 [6]23 KW16X31 [15]23 K28 KW16X31 [15]28 KW12X19 [5]W12X19 [5] 36 K W21X48 42 K W 16X3 1 10 KW16X31 [13]11 K24 KW16X26 [15]18 KW12X19 [10]23 KW12X1423 K10 KHSS18X6X1/210 K25 KW16X31 [15]25 K20 KW16X31 [17]20 K29 KW18X35 [17]29 K29 KW18X40 [15]29 K21 KW12X1421 K27 KW16X31 [15]27 KW12X19 [6]25 KW16X31 [15]25 KW12X19W16X31W16X31W12X19W12X19W12X19W12X30 W12X19 W12X19 W12X19 W12X19 W12X19W12X19 W12X19W12X19 W12X19 W12X19W12X19 W12X30 W12X19W12X19 W12X19 W12X19W12X19W12X19 W12X19W12X19 W12X19W12X30 W12X19W12X19W12X30 W8X10 W8X10 5" E.O.S.W12X19 W12X30 W12X19 W12X19 W12X19 HSS14X6X5/8HSS6X6X5/8HSS4X4X5/16UPW12X19 W12X19 W16X31 W16X31 3'-9 5/8" 3'-9 5/8"9" E.O.S. COORD. W/ ARCH11'-3"1'-0" E.O.S.4" E.O.S.9'-6 3/4"3'-6"6'-6 1/2"6'-7 1/2"6'-7 1/2"5'-9 3/4"5'-8"#4'S AT 16" O/C (SEE TYP DETAILS) #4'S AT 16" O/C (SEE TYP DETAILS) COLD-FORMED EXTERIOR WALLS (SEE ARCH & NOTES)6" E.O.S.6" E.O .S . 6" E.O.S.12'-0 1/4"4 1/4" E.O.S.8 1/8" E.O.S. PROVIDE COLD FORMED HEADERS AND HANGING WALLS AS REQUIRED TO SUPPORT FIRE-RATED GLAZING (SEE ARCH) 5'-1 7/8" +/-13'-2 3/4" +/-1'-3 7/8" +/- 1'-0" E.O.S.6" E.O.S.1 1/8" E.O.S.1'-5 7/8" E.O.S.7 1/8" E.O.S.RADIAL STAIR BY OTHERS. PROVIDE HSS14X4X5/16 STAIR STRINGERS (MIN.)1'-0" E.O.S.B.5 B.5 15 S502 14 S502 14 S502 16 S502 HSS6X6X5/8 BRACE. (+100K/-30K)HSS6X6X5/16 BRACE(+75K/-30K)HSS6X6X5/16 BRACE(+75K/-30K)HSS6X6X5/16 BRACE(+75K/-30K)N 3" E.O.S.1'-6" E.O.S.5'-5 1/8"6'-7 1/2"6'-7 1/2"6'-7 1/2"6'-7 1/2"5'-1 3/4"0'-6 1/4"0'-10 7/8" E.O.S.3'-9 5/8" 0'-10 7/8" E.O.S.3'-9 5/8" PROVIDE ANGLES TO SUPPORT CURTAIN WALL JAMB. COORD. WITH ARCH. 7 1/2" E.O.S. SLAB OPENING (TYP.) SEE DETAILS. SEE ARCH. -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 SHT. 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. 4TH FLOOR STEEL ELEVATION = 143'-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.N.O. 10. FOURTH FLOOR DESIGNED WITH ADDITIONAL DEAD LOAD ALLOWANCE TO SUPPORT FUTURE USE OF THIRD FLOOR. SEE S001. 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 4:46:51 PMS104 FOURTH FLOOR FRAMING PLAN 02/05/2021 2018089 NH Carpenter Park, Ithaca, NY 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/16" = 1'-0"1 FOURTH FLOOR FRAMING PLAN REVISION SCHEDULE NAME DATE 02/10/2021 Received by DiMarco 2/15/2021