Loading...
HomeMy WebLinkAboutS2.02 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 46' - 6" 55' - 0" 66' - 6"3' - 2 1/2"6' - 2"24' - 1"10' - 10"13' - 3"1 1 2 2 3 4 5 6 7 8 30' - 8" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 8" F 2.2 (E) T.B.E. 123'-3" (E) T.B.E. 123'-3" (E) T.B.E. 123'-3" (E) P.E. WOOD TRUSS @ 24" o.c. B B C C E D D10' - 10"13' - 3"W16X36 (SL)W16X36 (SL)W16X26 (SL)W16X26 (SL)W16X26 (SL)W24X55 (SL)W16X26 (SL)W16X26 (SL)W24X55 (SL)W16X26 (SL)W16X26 (SL)W24X55 (SL)W10X12 (SL)W10X12 (SL)W24X55 (SL)W16X31 (SL)W16X31 (SL)W24X55 (SL)W16X26 (SL)W16X26 (SL)W24X55 (SL)W16X26 (SL)W16X26 (SL)W16X36 (SL)W16X31 EL.126' - 0 1/2"W16X31 EL.126' -0 1/2" W16X31 EL.126' -8 1/2" W16X31 EL.126' -0 1/2" W18X40 EL.126' - 8 1/2" W16X31 EL.126' - 8 1/2" W16X26 EL.126' - 0 1/2" W16X31 EL.126' - 0 1/2" W16X31 EL.126' - 8 1/2" W16X31 EL.126' -8 1/2" W16X31 EL.126' -0 1/2" W16X31 EL.126' -8 1/2" W16X31 EL.126' -0 1/2"W16X36 (SL)W10X12 W10X12 W16X26 EL.126' -0 1/2" 10' - 4"10' - 1" 10' - 0" 10' - 0"10' - 0" 10' - 0" 10' - 0"10' - 0" 10' - 0"10' - 0" 10' - 0" 10' - 0"10' - 0" 10' - 0" 10' - 3"10' - 2"10' - 3" W8X18W10X12 (SL)W10X12 (SL)168' - 0"92' - 0"15' - 0" 25' - 0"15' - 0" 55' - 0"10' - 0"1 S5.01 2 S5.01 2 S5.01 3 S5.01 3 S5.01 4 S5.01 4 S5.01 6 S5.01 7 S5.01 7 S5.01 8 S5.01 (E) W16X36(E) W16X36 (E) W16X36 (E) W16X36(E) W16X36(E) W16X36(E) W16X36(123' -1 1/2")(123' -1 1/2") (123' -1 1/2")(123' -1 1/2")(123' -1 1/2")(123' -1 1/2")(123' -1 1/2")3"W16X31 EL.126' - 8 1/2" RTU 1,500 LBS. RTU 1,500 LBS. RTU 4,200 LBS. RTU 8,200 LBS.W16X36 (SL)MATCH EXISTING TRUSS PROFILE W8X10W8X10 W8X10 W8X10 W8X10 (SL)W8x10 BENEATH RTU CURB, TYP. COORD. LOCATION w/ MECH. CONTR. C6x8.2 @ ROOF OPENINGS, TYP. COORD. LOCATION w/ MECH. CONTR. SEE FOR MOM. CONN. /7 S4.02@ COL.@ COL.@ COL.SEE FOR MOM. CONN. /6 S4.02 3 S5.01 ROOF HATCH OPENING. ARCH. TO CONFIRM LOCATION W8X10(126' -5 1/2") W10X12 W10X12 W10X122' - 11 5/8"W10X12 W10X12 MC6X12 8 S4.02 9 S4.02 TYP.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 SCREEN WALL FRAMING NOTES (STEEL) 1. DESIGN ROOF SNOW LOADS = 20 PSF PLUS THE EFFECTS OF DRIFTING SNOW PER OBC. 8 PSF NET WIND UPLIFT. 2. ROOF CONSTRUCTION: 3" x 20 GA. GALVANIZED WIDE RIB METAL ROOF DECK, U.N.O. 3. ALL EXTERNAL EXPOSED STEEL IS TO BE GALVANZIED 4. ELEVATIONS SHOWN INDICATE THE FOLLOWING: AT BEAMS: TOP OF BEAM EL. (U.N.O.) WORKPOINTS OF SLOPING MEMBERS ARE LOCATED AT CENTERLINES OF COLUMNS & SUPPORTING BEAMS AND AT THE OUTSIDE FACE OF WALLS, U.N.O. 5. SEE SHEET FOR GENERAL STRUCTURAL NOTES. 6. SEE DETAIL FOR TYPICAL DECK FASTENING PATTERN. 7. INDICATES ROOF OPENING. DETERMINE THE EXACT SIZE AND LOCATION FROM THE ARCHITECTURAL AND MECHANICAL DRAWINGS AND THROUGH COORDINATION WITH THE APPROPRIATE CONTRACTORS. PROVIDE A STEEL FRAME PER SECTION AT ALL OPENINGS LARGER THAN 9". 8. INDICATES MECHANICAL LOADS SUPPORTED ON THE ROOF. COORDINATE THE SIZE, LOCATION AND WEIGHTS OF ALL UNITS WITH THE MECHANICAL CONTRACTOR. PROVIDE A STEEL FRAME BENEATH ALL UNIT CURBS SIMILAR TO SECTION . 9. SEE DETAIL FOR BEAM BEARING ON MASONRY CONSTRUCTION. 10. SEE DETAIL FOR TYPICAL EXAM LIGHT SUPPORT AT (E) WOOD FRAMING /10 S5.01 /9 S5.01 /9 S5.01 S0.00 /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 ROOF FRAMING PLAN 04 MARCH 2022 S2.02SPC JPF WRH MEDVET CARMEL -ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN0'4' 8' 2' 1' SCALE: 1/8" = 1'-0"A ROOF FRAMING 07/13/22