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HomeMy WebLinkAboutB15-0250_S103_1467739020.pdf2 6 3 4 5 A B C K L M 24'-4" 8'-7 1/2" 21'-3" 20'-1" 3'-7 1/2" 3'-3" 30'-1 3/4" 7'-4" 6'-3 1/4" W14x26 H2 - 21 (3) 11 7/8 LVL (3) 14 LVL 2 W12x26 W12x26 W12x26 W14x26 (3) 9 1/2 LVL W18x35 H7 - 22 W12x22 W18x35 W18x35 H1 - 12 H2 - 12 H1 - 12 H1 - 12 H1 - 11 (3) 18 LVL 11 7/8" TJI210 @ 24" O.C. 11 7/8" TJI210 @ 24" O.C. 11 7/8" TJI210 @ 24" O.C. 1 S620 TYP 2 S620 TYP 5 S620 TYP 5 1/4x9 1/4 PSL (LOW) S200 1 ATTIC BELOW 11 7/8" TJI360 @ 24" O.C. 11 7/8" TJI360 @ 24" O.C. 7 1/4" LVL @ 24"O.C. 11 7/8" TJI210 @ 24" O.C. 11 7/8" TJI210 @ 24" O.C. 11 7/8" TJI210 @ 24" O.C. (2) 11 7/8 LVL ROOF (2) 11 7/8 LVL ROOF S620 4 TYP (2) 11 7/8 LVL (2) 11 7/8 LVL 1 S500 TYP 4 S500 H1 - 11 (HIGH) 0". H1 - 11 (HIGH) 5 1/4x9 1/4 PSL(LOW) 0". H1 - 11 5 1/4x9 1/4 PSL(LOW) (HIGH) H1 - 11 WS1 WS1 WS1 WS1 WS1 TYP H4 - 11 H7 - HSS9x5x3/8 (HIGH) H1 - 12 8 S620 H4 - 11 9 S620 H1 - 11 H1 - 11 WS1 161'-2" 5 1/2" LVL @ 24" OC (2) 11 7/8 LVL (2) 11 7/8 LVL (2) 11 7/8 LVL (2) 11 7/8 LVL (2) 11 7/8 LVL (2) 11 7/8 LVL H1 - 11 H1 - 11 WS1 162'-2 5/8" (3) 11 7/8 LVL WS1 SLOPE 9 1/2" LVL AT 16" OC RIPPED TOP, 7 1/4" MIN DEPTH B/RAFTER = 158'-8" 1/S500 1/S500 1/S500 HSS4x4x1/4 BELOW 4/S500 4/S500 4/S602 10 S620 H2 - 11 10 S620 SIM 4 S602 1/S500 10 S611 (2) 11 7/8 LVL (2) 11 7/8 LVL (2) 11 7/8 LVL (2) 11 7/8 LVL SIM 4 4 7 S611 6'-6" INTO WALL EXTEND HEADER 4 H1 - 12 5 9 1/2" LVL@16" OC ABOVE ELEVATOR 9 S200 4 ATTIC BELOW (2) 11 7/8 LVL (2) 11 7/8 LVL 12 S611 TYP AT CHIMNEY Project number Date Drawn by MM JOB #: 15.0197.S.01 PRINCIPAL/EOR: PD PROJECT MANAGER: KH DESIGNERS: JW/KH DATE PRINTED: FILE PATH: 05.27.2016 C:\Proj\15.0197-994Ptarmigan-RS15_kevinh.rvt 5/27/2016 12:17:55 PM S103 ROOF PLAN M15.0197.S.01 LOT 3 / 994 PTARMIGAN RD VAIL,CO Hughes Residence 07.02.2015 KH 1/4" = 1'-0" ROOF NORTH COLUMN SCHEDULE (SEE 6/S601) MARK TYPE REMARKS 1 (2) 2x6 2 (3) 2x6 3 (4) 2x6 4 (3) 5 1/2 LVL 5 (4) 5 1/2 LVL 6 HSS3x3x1/4 SEE 12/S500 FOR BP 7 HSS4x4x1/4 SEE 12/S500 FOR BP 8 (5) 2x6 9 HSS5x5x1/4 SEE 12/S500 FOR BP 10 HSS9x5x1/4 SEE 12/S500 FOR BP 11 3 1/2x5 1/2 PSL 12 6x6 PRESERVATIVE TREATED No. Description Date PERMIT SET 07.02.2015 4 CD 10.06.2015 5 CD REV #1 10.21.2015 6 CD REV #2 05.27.2016 159-6 1/4 at high end RFI 23: Revise this header to H1-11 per 12/S600. Move to South side of ridge column per new window location RFI 53 - Use flat seat hanger where LVLs attach to ridge beam with notch per sketch RFI 53 - Use flat seat hanger where LVLs attach to ridge beam with notch per sketch LBV1.81/11.25 @ LVL's. Notch for Hanger. RFI 60 3/3/16 HU359 @ Rafters. Notch for Hanger. RFI 60 3/3/16 HU2.1/9 @ Rafters, Notch for hanger. RFI 60 3/3/16 Flush header with HU359 hanger for rafters. RFI 58 2/24/16 1 1/2"Ø penetration in middle third of span is structurally acceptable. Provide 2" minimum clear to bottom of LVL. Move towards centerline of member as possible. M/M RFI #99 5/14/16 ASI #29 3/29/16 HUS1.81/10 face mount hanger each end of header. Typ HU2.1/11 face mount hanger at this location 11 7/8" LVL header each side of can light. 2'-0" max spacing between headers. 2'-6" min from inside face of wall to header IUS2.06/11.88 face mount hanger to header. Typ Existing 11 7/8" TJI rafters. Per follow up discussions, only the south rafter is in conflict with a light. RFI 86 4/28/16 45° At (2) LVL, extend notch away from flat seat at 45° from beam axis. RFI 53 2/19/16 2 ply concealed hanger for LVLs applied to backside of king stud with the North side sitting on trimmer. OK per RFI 58 2/24/16 07/05/16