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HomeMy WebLinkAboutS105 Fifth Floor Framing PlanA A B B C C D D 1 1 2 2 3 3 3.8 3.8 4 4 5 5HSS14X6X5/8W21X44 W16X31 [15] W18X50W16X26 [15]W16X26 [15]W16X26 [15] W30X90 [39]W24X62W16X31 [15]W16X31 [15]W12X19 [7]W16X26 [15]W16X26 [15]W16X26 [15]W18X35 [17]W16X31 [15]W16X31 [9]W16X26 [15]W16X26 [15] D6 D6 D6 5.6 5.6 W16X31W10X12 W16X26 [15] A.5 A.5 B.3 B.3 2.7 2.7 D.3 D.3 W10X121'-4" E.O.S.1'-4" E.O.S.1'-4" E.O.S. 1'-4"E.O.S.1'-4" E.O.S.HSS6X6X5/8 BRACE (+100K/-10K)HSS6X6X5/16 BRACE(+35K/-15K)HSS6X6X3/8 BRACE(+60K/-35K)HSS6X6X3/8 BRACE (+70K/-15K) HSS6X6X5/16 BRACE (+55K/-10K) 1 S503 1 S503 15 S503 15 S503 1 S503W16X31W12X19W12X30 W12X19 W12X30W12X19 W12X19 W12X19 W12X19 W12X30 W12X1912 K W18X50 12 K 45 K W18X76 [20] 45 K 32 K W18X65 19 KW16X31 [17]19 K71 K W24X62 [19] 76 K 27 KW18X35 [17]27 K507 K-FT 82 K W24X84 382 K-FT 74 K 22 KW16X31 [17]22 K88 K W24X62 [31] 81 K 25 KW16X31 [15]25 K73 K W24X55 [24] 73 K 91 K-FT20 KW14X38111 K-FT21 K66 K W21X55 [26] 57 K 32 K W18X35 [17] 20 K 2 0 K W 1 8 X 3 5 1 5 K 40 K W21X44 [20] 40 K11 K W16X45 11 KHSS14X6X5/825 KW16X26 [15]25 K28 KW18X35 [17]28 K12 KW16X31 [17]12 K27 KW18X35 [17]27 K27 KW18X35 [17]27 K31 KW18X35 [17]31 K26 KW18X35 [17]26 K29 KW18X35 [30]29 K24 KW16X31 [15]24 K24 KW16X31 [15]24 K24 KW16X31 [15]24 K18 KW16X31 [15]13 KW12X19 [4]W12X19 [11]25 KW16X31 [15]25 K23 KW16X31 [17]23 K33 KW24X8434 K48 KW30X9059 K14 KW16X3110 KW12X19 [9]W12X19 [9] W16X31 [13]W12X19 [6]21 KW16X26 [15]21 K24 K W21X44 28 K W 16X31 9 KW12X19 [13]10 KW12X19 [6]25 KW16X26 [15]25 KHSS18X6X1/2W16X31 W16X3127 KW18X35 [17]27 K24 KW16X31 [15]24 K26 KW16X31 [15]26 K18 KW16X26 [17]18 KW12X19 [6]W12X19 [7]23 KW16X26 [15]23 KHSS6X4X3/8?W16X3174 K W24X55 [25] 78 K W12X30 W12X30 W12X19 W12X19 W12X19 W12X19 W12X19W12X19W12X19W12X19W12X19W12X19W12X19 W12X19W12X19W12X19W12X19 W12X19 W12X19 W12X19W12X19 W12X30 W12X19W12X19W12X19W8X10 W8X10 23 K24 K24 K20 K17 K23 K24 K23 K20 K23 K24 K23 K23 K24 K24 K20 K18 K20 K27 K26 K25 K24 K17 K30 K30 K27 K26 K25 K24 K10" E.O.S.5" E.O.S.69 K53 K W12X30 HSS6X6X5/8W16X31 W16X31 HSS6X6X5/8W16X31 HSS4X4X5/16DOWN50 K-FTSUPPLEMENTARY STRUCUTRAL SUPPORT BELOW: UNISTRUT SYSTEM FOR MEDICAL EQUIPMENT SUPPORT BY OTHERS. COORDINATE WITH EQUIPMENT MNFR. COLD-FORMED EXTERIOR WALLS (SEE ARCH & NOTES) RADIAL STAIR BY OTHERS. PROVIDE HSS14X4X5/16 STAIR STRINGERS (MIN.) 4'-7" 4'-7" #4'S AT 16" O/C (SEE TYP DETAILS) #4'S AT 16" O/C (SEE TYP DETAILS)6" E.O.S.6" E.O .S .12'-0 1/4"6" E.O.S. PROVIDE COLD FORMED HEADERS AND HANGING WALLS AS REQUIRED TO SUPPORT FIRE-RATED GLAZING (SEE ARCH) 8 1/8" E.O.S.4 1/4" E.O.S.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.1'-0" E.O.S.9" E.O.S.COORD. W/ ARCH12'-2"5'-3"5'-1 1/8"3'-6"6'-6 1/2"6'-7 1/2"6'-7 1/2"5'-9 3/4"5'-8"4" E.O.S.7 1/2" E.O.S. 1'-0" E.O.S. B.5 B.51'-6" E.O.S.15 S502 14 S502 14 S502 16 S502 HSS6X6X5/8 BRACE (+100K/-10K)HSS6X6X5/16 BRACE(+35K/-15K)HSS6X6X3/8 BRACE(+60K/-35K)HSS6X6X3/8 BRACE (+70K/-15K) HSS6X6X5/16 BRACE (+55K/-10K) N 3" 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"4'-7" 10" E.O.S.4'-7" PROVIDE ANGLES TO SUPPORT CURTAIN WALL JAMB. COORD. WITH ARCH. 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. 5TH FLOOR STEEL ELEVATION = 157'-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. 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 4:46:56 PMS105 FIFTH FLOOR FRAMING PLAN 02/05/2021 2018089 NH Carpenter Park, Ithaca, NY 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/16" = 1'-0"1 FIFTH FLOOR FRAMING PLAN REVISION SCHEDULE NAME DATE 02/10/2021 Received by DiMarco 2/15/2021