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Home My WebLink AboutS2.01 SECOND FLOOR LOW ROOF FRAMING PLANx12 x12 x10 x8 x8 x7 x7 x6.5 x6 x5 x2 x1 x1 5.5 xA xB xC xD xE xF x11 x9 x4 x3 A A 1 1 2 2 3 4 5 6 7 8 F 2.2 30' - 8" 30' - 0" 30' - 0" 30' - 0"30' - 0" 30' - 0" 30' - 8"24' - 1"6' - 2"17' - 1"20' - 0"B B C C10' - 10"13' - 3"6' - 2"3 1/8"(E) MRI CASSETTE TO REMAIN E 34' - 10 3/16" D D 4' - 2 3/16"10' - 10"13' - 3"6' - 2"6' - 2"1' - 3"W18X35 [30] W16X26 (SL) W16X26 (SL) W16X26 (SL) W16X26 (SL)W16X26W16X26W16X26W16X26W16X26 (SL)W10X12[6]W10X12[6]W10X12[6]W10X12[6]W16X50[8]W16X26[12]W16X26[12]W16X26[12]W18X35[30]W18X35[30]W24X68[24]W18X35[30]W18X35[30]W24X68[24]W10X12[6]W24X68[24]W18X35[30]W18X35[30]W24X68[24]W18X35[30]W18X35[30]W24X68[24]W18X35[30]W18X35[30]W16X57[4]W16X57[8]W21X44 [38]W21X44 [20]W21X44 [20] W18X40 [18]W21X44 [20]W18X40 [15] (E) W14X26 (E) W14X26 (E) W14X26 (E) W14X26 (E) W14X26 (E) W18X50 (E) W14X26 (E) W14X30 (E) W14X30 (E) W14X30 (E) W16X36(E) W16X36 (E) W16X36(E) W16X36 (E) W16X36(E) W16X36 (E) W16X36(E) 20" DP. I-JOISTSVERIFY(E) 20" DP. I-JOISTSVERIFY(E) 20" DP. I-JOISTSVERIFYW21X44 [47] W18X40 [38]W21X44 [20]W21X44 [20]W16X26 [4]W21X44 [20]W21X44 [20]W21X44 [38]1' - 0"7' - 7"8' - 6"10' - 0"10' - 0"W24X68[6]W24X68[6]W24X68[6]W24X68[6]W24X68[6]5' - 8" 20' - 8"3' - 8" 10' - 3"10' - 2" 10' - 3" 10' - 0"10' - 0" 10' - 0" 10' - 0"10' - 0" 10' - 0"6' - 4 3/8" 4' - 4 3/8"10' - 0"10' - 0" 10' - 0" 10' - 0"10' - 0" 10' - 0" 10' - 3"10' - 2"10' - 3" W12X19 W12X19W16X26 [4] W10X12[6]6' - 4 3/8" 7' - 4 5/8"8' - 6" 7' - 9" 2' - 9"48' - 0"34' - 0"10' - 0"48' - 0"34' - 0"10' - 0"15' - 0" 25' - 0"15' - 0" 55' - 0"92' - 0"46' - 6" 55' - 0"66' - 6" 168' - 0" 3' - 10 1/2"11' - 4"2' - 0"23' - 0"23' - 8"16' - 4 1/2"17' - 9 3/4"W16X50[8]W16X50[8]Y Z 20 22 23 25 27 28 21 24 26 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 2 S4.01 2 S4.01 1 S4.01 1 S4.01 3 S4.01 3 S4.01 4 S4.01 4 S4.01 7 S4.01 7 S4.01 6 S4.01 9 S4.01 10 S4.01 SEE FOR MOM. CONN. /6 S4.02 11 S4.01 13 S4.01 5 7/8"9 1/8"(111' -6 3/4")(111' -6 3/4")(111' -6 3/4")(111' -9 3/4")(111' -9 3/4")(111' -6 3/4")(111' -6 3/4") (108' -6")(111' -6 3/4")(111' -6 3/4")(111' -6 3/4")(111' -6 3/4")(111' -6 3/4") (111' -6 3/4")(111' -6 3/4")(111' -6 3/4")(111' -6 3/4") (E) F.F. EL. 112'-0" W8X15 W21X93 8' - 6 7/8" 32' - 5 1/2"(E) P.E. WOOD TRUSS @ 24" o.c.(E) P.E. WOOD TRUSS @ 24" o.c.HSS4X4X1/4 TYP. OF 3 3 S5.01 5 S5.01 3 S5.01 3 S5.01SIM.5 S4.01 12 S4.01 14 S4.01 14 S4.01 RTU 1,500 LBS. RTU 1,500 LBS. RTU 1,500 LBS. RTU 1,600 LBS.RTU2,700 LBS.SEE FOR MOM. CONN. /7 S4.02 (+1' -9 3/4")(+1' -9 3/4")(+2' -6 7/16")(+2' -6 7/16")10' - 0"10' - 0"10' - 0" 8S5321 S4.02 @ COL.2 S4.02@ COL.@ COL.13 S4.01 L2x2x1/4, TYP. EXAM LIGHT, TYP L3x3x1/4, TYP. L3x3x1/4, TYP. MC6x12, TYP. 8 S4.02TYP.9 S4.02TYP.MC6X12 MC6X12 3" DIA. STD. PIPE COL, TYP. ALL (E) WOOD TRUSSES UNDERNEATH AND ADJACENT TO NEW RTU'S TO BE REINFORCED ON BOTH SIDES, TOP & BOT., w/ 1/2" PLYWOOD SHEATHING ALONG ENTIRE LENGTH OF TRUSS ALL (E) WOOD TRUSSES UNDERNEATH AND ADJACENT TO NEW RTU'S TO BE REINFORCED ON BOTH SIDES, TOP & BOT., w/ 1/2" PLYWOOD SHEATHING ALONG ENTIRE LENGTH OF TRUSS FLOOR FRAMING NOTES (STEEL) 1. DESIGN FLOOR LIVE LOADS CORRIDORS ABOVE FIRST FLOOR: 80 PSF LOBBIES, STAIRS AND EXITS: 100 PSF OFFICE: 50 PSF + 15 PSF PARTITION ALLOWANCE A. LIVE LOADS REDUCED PER OBC. 2. FLOOR CONSTRUCTION: 3 1/2" OF NORMAL WEIGHT CONCRETE ON 2" DP. x 18 GA. GALVANIZED COMPOSITE METAL FLOOR DECK (5 1/2" TOTAL SLAB THICKNESS) WITH 6x6-W2.1/W2.1 WWF. 3. TOP OF SLAB ELEVATION (T.O.S.) = 112'-0", U.N.O. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR MINOR SLOPES, C.I.P. CONCRETE CURBS, DRAINS, OPENINGS FOR PIPES AND DUCTS; ETC. 4. TOP OF STEEL ELEVATION (T.O.STL.) = 111'-6 1/2", UNLESS NOTED THUS: (+/-). 5. SEE SHEET FOR GENERAL STRUCTURAL NOTES. 6. SEE SHEET FOR COLUMN SCHEDULE. 7. SEE DETAIL FOR CONCRETE FLOOR SLAB FINISHING REQUIREMENTS AND BEAM/DEFLECTION DUE TO THE WEIGHT OF WET CONCRETE. 8. "[ X ]" INDICATES NUMBER OF 3/4 INCH DIAMETER HEADED SHEAR STUDS REQUIRED ON TOP FLANGE OF BEAM. SEE SECTION FOR LAYOUT AND SPACING REQUIREMENTS OF SHEAR STUDS. 9. INDICATES MOMENT FRAME CONNECTIONS. SEE DETAIL . 10. INDICATES THROUGH COL. MOMENT CONNECTIONS. SEE DETAIL . 11. INDICATES 8" CMU WALLS REINFORCED WITH #5 @ 32" o.c. VERTICAL REINFORCING STEEL. ALL CMU WALLS SHALL BE REINFORCED WITH A MINIMUM #5 @ 32" o.c. VERT., U.N.O. GROUT CORES 100% SOLID AT VERT. REINFORCING LOCATIONS. SEE DETAIL FOR ADDITIONAL INFORMATION. 12. INDICATES FLOOR OPENING. DETERMINE THE EXACT SIZE AND LOCATION FROM THE ARCHITECTURAL AND MECHANICAL DRAWINGS AND THROUGH COORDINATION WITH THE APPROPRIATE CONTRACTORS. PROVIDE A STEEL FRAME AT ALL FLOOR OPENINGS PER SECTION . 13. SEE DETAIL FOR BEAM BEARING ON MASONRY CONSTRUCTION. 14. SEE DETAIL FOR TYPICAL EXAM LIGHT SUPPORT AT (E) WOOD FRAMING 8S532 /3 S4.02 /6 S4.02 /6 S3.01 S0.00 S0.01 /4 S4.02 /5 S4.02 /7 S4.02 /8 S4.01 /10 S4.02 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 SECOND FLOOR / LOW ROOF FRAMING PLAN 04 MARCH 2022 S2.01SPC JPF WRH MEDVET CARMEL -ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN0'4' 8'2' 1' SCALE: 1/8" = 1'-0"A SECOND FLOOR FRAMING 07/13/22