Loading...
HomeMy WebLinkAboutS103 Third Floor Framing PlanA A B B C C D D 1 1 2 2 3 3 3.8 3.8 4 4 5 5 6 6W16X31 [15] W24X103 W16X45 W16X26 [15]W16X26 [15] W18X50 W16X26 [15] W18X50 W30X90 [22] W 8 X 2 1 W8 X10W 8 X 2 1 W8X2 1W8X21W8 X28 W 1 0 X 3 3W8X10W8X10 W8X10 W8X10 W8X10 W8X10W8X10W8X10W8X10W8X10W8X21W8X10W8X10 W16X26 [15]W16X31 [15]W24X68W8X10W8X10F 3.9 E W8X10HSS6X6X5/8 BRACE (+150K/-80K)W16X31 [15]W12X19 [17]W8 X15W8X1 0W12X19 [6] W 1 6X31 W8X18 LOW W21X5 5LOWW8X18 LOWW8 X18 LOWW8X18 LOWW12X19 LOWW 1 2X19 LOW W8X10 LOW D6 D6 D6 R1R 1 R1 R1 5.5 5.5 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X48W8 X18 LOWW8X18 LOW 5.6 5.6 W8X10'S AT UNSUPPORTED ROOF HATCH OPENINGS W16X26 [15] A.5 A.5 B.3 B.3 2.7 2.7 D.3 D.3 W10X12W10X121'-4" E.O.S.1'-7 1/2" E.O.S.1'-7 1/2" E.O.S. 1'-7 1/2" E.O.S.1'-7 1/2" E.O.S.11" E.O.S. 0'-11" E.O.S.HSS6X6X5/8 BRACE(+120K/-70K)HSS6X6X5/16 BRACE(+75K/-40K)HSS6X6X5/16 BRACE (+65K/-15K) HSS6X6X5/8 BRACE (+120K/-55K)W12X19W12X30 W12X19W12X19 W12X19W12X19 W12X19W12X19 W12X19 W12X19 W12X19 W12X19W12X19 W12X19W12X19 W12X19 W12X19HANGING COL., HSS3X3X1/4 HANGING COL., HSS3X3X1/4 HANGING COL., HSS3X3X1/4 4 S503 4 S503 15 S503 15 S503 W8X10'S AT UNSUPPORTED ROOF HATCH OPENINGS PROVIDE COLD FORMED HEADERS AND HANGING WALLS AS REQUIRED TO SUPPORT FIRE-RATED GLAZING (SEE ARCH) 1 8 '-8 "21 K W18X76 32 K W12X58 HSS14X6X5/812 K65 K W24X62 [19] 75 K 27 KW18X40 [33]27 K19 K W21X62 13 K 81 K W24X62 [29] 79 K26 KW18X35 [17]26 K25 KW16X31 [15]25 K126 K-FT25 KW12X40106 K-FT23 K73 K W24X55 [24] 73 K HSS14X6X3/840 K W21X44 [20] 40 K 70 K W24X55 [25] 66 K 3 1 K W 2 1 X 4 4 4 8 K23 KW16X31 [17]23 K27 KW18X40 [33]27 K27 KW18X40 [33]27 K28 KW18X35 [17]28 K26 KW16X31 [15]26 K25 KW16X31 [15]25 K24 KW16X31 [15]24 K24 KW16X31 [15]24 K20 KW16X26 [15]20 K23 KW16X26 [15]23 K27 KW16X31 [15]27 K28 KW18X35 [30]28 K19 KW12X22 [11]17 K23 KW16X26 [14]21 KW12X19 [11]27 KW16X31 [15]27 K26 KW12X19 [32]11 K28 KW18X35 [17]28 KW12X19 [6]21 KW16X26 [15]25 K28 KW18X35 [17]28 K25 KW16X31 [15]25 K24 KW16X26 [15]24 K32 KW30X9033 K47 KW30X9062 K14 KW16X3110 KW16X31 [13]W12X19 [6]21 KW16X26 [15]21 KW12X19 [8]W12X19 [8] 22 K W18X40 26 K W12X19 [25]10 K18 KW16X26 [15]17 K24 KW16X31 [15]24 K23 KW16X26 [15]23 K11 KW12X1910 KHSS18X6X1/248 K W21X44 24 K W12X30 W16X31 W12X30 W16X31 [17]27 KW18X40 [33]27 K24 KW16X31 [15]24 K79 K W24X55 [26] 78 K18 KW16X26 [17]18 KW12X19 [6]HSS6X4X3/8W12X19 W12X19 W16X31W16X3111 KW24X6823 K23 K24 K24 K23 K23 K22 K22 K25 K25 K23 K23 K15 K26 K13 K26 K11 K 10 K 53 K 68 K 69 K 92 K 23 K23 K10 K W12X199'-6 3/4"3'-6"6'-6 1/2"6'-7 1/2"12'-5 1/4"5'-8"W12X19W12X19 W12X19W12X19W12X19W8X10 W8X10 HANGING COL., HSS5X4X1/2 3 5 K-FT5 K6 1 K -F T9 K71 K-FT21 K6 1 K -F T9 K48 K-FT11 KE.1 E.1 9" E.O.S.W12X19 W12X19 W12X19 W12X30 W12X19 W12X19 HSS6X6X5/8W10X33 W10X33 W10X33 18'-7 1/2"[LOW][LOW][LOW] 4 S506 HSS4X4X5/16UPW16X31 W 8 X 1 8 2 5 K -F T 2 5 K -F T 6" E.O.S.4 S503 4 S503 6 " E.O.S . 6" E.O.S. #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) 3'-0" 3'-0" 1'-0" E.O.S.COORD. W/ ARCH12'-1 7/8"12'-0 1/4" +/-HSS4X4X5/16DOWNHSS4X4X5/16DOWN1 1/8" E.O.S.1'-5 7/8" E.O.S.13'-2 3/4" +/-1'-3 7/8" +/-5'-1 7/8" +/-1'-0" E.O.S.1'-0" E.O.S.7 1/8" E.O.S.6" E.O.S.4 1/4" E.O.S.8 1/8" E.O.S. 7 1/2" E.O.S. B.5 B.5 12 S502TYP15 S502 14 S502 14 S502 16 S502 6 S506 6 S506 SIM. 6 S506 6 S506 SIM.1'-7 1/2" E.O.S.HSS6X6X5/8 BRACE (+150K/-80K)HSS6X6X5/8 BRACE(+120K/-70K)HSS6X6X5/16 BRACE(+75K/-40K)HSS6X6X5/16 BRACE (+65K/-15K) HSS6X6X5/8 BRACE (+120K/-55K) 4 S503 N 3" E.O.S.1'-6" E.O.S.W12X19W12X195'-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"3'-0"5" E.O.S.3'-0" 3'-0" 11 S506 PROVIDE ANGLES TO SUPPORT CURTAIN WALL JAMB. COORD. WITH ARCH. 4" E.O.S.FALL PROTECTION ANCHOR ATTACHED TO W8. SEE ARCH. THRU-ROOF FALL PROTECTION STANCHIONS (NOT SHOWN) ATTACHED TO W8 AT LOCATIONS INDICATED ON ARCH DRAWINGS. SEE ARCH AND SPECS FOR LOACTIONS AND REQUIREMENTS. SUPPLEMENTAL W8X10'S MAY BE REQUIRED. PROVIDE FULL-DEPTH 3/8" WEB STIFFENERS AT FINAL LOCATIONS. FALL PROTECTION ANCHOR ATTACHED TO W8. SEE ARCH. THRU-ROOF FALL PROTECTION STANCHIONS (NOT SHOWN) ATTACHED TO W8 AT LOCATIONS INDICATED ON ARCH DRAWINGS. SEE ARCH AND SPECS FOR LOACTIONS AND REQUIREMENTS. SUPPLEMENTAL W8X10'S MAY BE REQUIRED. PROVIDE FULL-DEPTH 3/8" WEB STIFFENERS AT FINAL LOCATIONS. -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. -ROOF STEP DOWN (+/-x'-xx") [X] LEGENDNOTES 1. DATUM ELEVATION = 100'-0" = F.F.E. 2. T.O. 3RD FLOOR STEEL ELEVATION = 127'-5 3/4" 3. T.O. LOW ROOF STEEL ELEVATION = 124'-6" 4. 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. 5. R1 = 1 1/2", 20 GA., TYPE B, GALVANIZED METAL ROOF DECK. MINIMUM 2-SPAN CONDITION. 6. BEAMS ARE EQUALLY SPACED UNLESS NOTED OTHERWISE. 7. PROVIDE A MINIMUM 1/4" BENT PLATE AT FLOOR PERIMETERS U.N.O. 8. "E.O.S." INDICATES EDGE OF COMPOSITE DECK. 9. BRACE FORCES SHOWN ARE ULTIMATE (FACTORED) LOADS. POSITIVE (+) FORCES INDICATE COMPRESSION, NEGATIVE (-) FORCES INDICATE TENSION. 10. COORDINATE ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. OPENINGS NOT INDICATED ON PLANS SHALL CONFORM TO TYPICAL DETAIL REQUIREMENTS. 11. PROVIDE (1)-3/4" DIA. X 5" (LONG) SHEAR STUD PER FOOT OF LENGTH U.N.O. 12. FOURTH FLOOR FRAMING (ABOVE) HAS BEEN DESIGNED FOR AN ADDITIONAL DL ALLOWANCE TO SUPPORT FUTURE 3RD FLOOR USES. 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 4:46:49 PMS103 THIRD FLOOR FRAMING PLAN 02/05/2021 2018089 NH Carpenter Park, Ithaca, NY 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/16" = 1'-0"1 THIRD FLOOR FRAMING PLAN REVISION SCHEDULE NAME DATE 02/10/2021 Received by DiMarco 2/15/2021