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HomeMy WebLinkAboutB15-0250_S101_1467739080.pdfW D 2 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" 7 7 7 FH3 - 33 H8 - 22 11 7/8" TJI210 @ 16" O.C. 9 1/2" LVL @ 16" O.C. 11 7/8" TJI210 @ 16" O.C. 9 1/2" LVL @ 16" O.C. 11 7/8" TJI210 @ 16" O.C. 11 7/8" TJI210 @ 16" O.C. H1 - 11 H8 - 33 W10x19 11 7/8" TJI560 @ 16" O.C. 11 7/8" LVL @ 16" O.C. (2) 11 7/8 LVL (2) 11 7/8 LVL 1 @ 16" O.C. 11 7/8" TJI560 @ 16" O.C. 11 7/8" LVL 11 7/8" TJI210 @ 16" O.C. 3 7 9 7 9 7 11 7/8" TJI-360 @ 16" OC 2 7 W10x88 W10x12 W10x19 W18x40 @ 16" O.C. 11 7/8" TJI560 10 S500 W10x19 3 S500 TYP 5 S610 TYP 1 S610 TYP W18x40 4 S610 3 S610 6 S500 4 S500 11 7/8" SIM ( 142' - 4 1/2" ) 7 S500 SIM 9 S610 WS3 142'-6" 10 S610 2 2 2 S610 TYP AT CANTILEVER 4 S311 5 S311 6 S311 WS3 142'-0 1/4" WS3 142'-6" WS3 142'-6" WS3 142'-0 1/4" 12 S610 2 (4) 11 7/8 LVL W10x22 @ 16" OC 11 7/8" LVL @ 16" OC 11 7/8" TJI-210 W10x12W10x22 11 7/8" TJI-560 @ 16" OC (3) 11 7/8 LVL 11 7/8" TJI-560 @ 16" OC (3) 11 7/8 LVL W1-B0 W1-C1 W1-B1 W1-B6 W1-B0 W1-C2 W1-B0 W1-B0 HD 6 AT 1ST FLOOR W1-C9 W1-C4 H2 - 12 7 7 H2 - 22 H2 - 22 SEE ARCH, 2'-6" MAX 3 (3) 11 7/8 LVL 2 1/S500 (2) 11 7/8 LVL (2) 11 7/8 LVL ( 141'-10" ) ( 141'-10" ) SIMPSON STRONG WALL SSW18x10 2 1/2" 2 1/2" 6 S311 8 S610 1 S501 2 S602 2 S602 2 9 10 HSS10x5x3/8 6 S501 EE FOR HSS BM TO COL CON 3 3 (2) 11 7/8 LVL (2) 11 7/8 LVL (2) 11 7/8 LVL 1/S500 EE 3 4 S501 7 7 9 9 4 S500 EE 9 7 (2) 11 7/8 LVL W10x19 W10x19 3 S501 1/S500 (142'- 4 1/2") 11 7/8" TJI210 @ 16" O.C. 1/S500 S200 3 UP DOWN 4 S611 SIM S200 2 (2) 11 7/8 LVL SEE MARK 2 3/S602 SEE MARK 4 3/S602 8 S311 SIMPSON STRONG WALL SSW18x10 BELOW ABOVE (2) 11 7/8 LVL H6 - 21 W1-C1 H6 - 12 8 S311 SIM SOG6A SEE ARCH SOG6A VARIES SEE ARCH 8 S320 STEP T/WALL STEP T/WALL 2 11 S310 11'-3" 1'-2 3/8"3'-1 3/4" 1'-0" 5'-4" 1'-0" 8'-1 1/2" 8" 2 3/4" TOC= 140'-9" T/WALL= 141' - 8 3/4" 9 S311 3'-6" 1'-0" 8'-3" 1'-4" 4'-4" 137'-6 1/2" SOG6A COORD W/ SPA SUPPLIER T/WALL= 140' - 7 1/2" 12 S311 TOC= 140'-9"TOC= 140'-9" 11 S310 COORD W/ SPA SUPPLIER ARCH EXPOSED BOARD FORMED CONCRETE WALLS. SEE ARCH FOR FINISH REQUIREMENTS 4'-0" 5'-2" 4'-4" 2 SIM 5 S311 STEP T/WALL T/WALL= 145' - 10" T/WALL= 144' - 1" STEP T/WALL 11 S310 8 S311 SIM T/FTG = 138'-0" 12 S310 DRAIN. SEE CIVIL 4 5 S310 8 S311 4" 6" 2" 4" 8 S610 4 H2-11 W1-B0 (2) 11 7/8 LVL (2) 11 7/8 LVL 7 7 2/S500 1/S500 4 2 BP1 BP1 BP1 7 BP2 5 2 7 11 S300 6 9 2 3/4" 5'-7 1/4" HSS8x8x1/4 FOR BASE PL, SEE 4" 4" 11/S603 H6 - 20 6 S611 RFI 28 RFI 032 9 BP2 BP2 6 7" 2 3/4" 9 S611 7 S602 8 S602 2'-3 1/2" 2'-3 1/2" 19'-0 7/8" FLOOR FRAMING PLAN NOTES 1. SEE S0 SERIES SHEETS FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS. 2. SEE S5 SERIES SHEETS FOR TYPICAL STEEL DETAILS. 3. SEE S6 SERIES SHEETS FOR TYPICAL WOOD DETAILS. 4. TOP OF STRUCTURAL STEEL ELEVATION SHALL BE 142’-3 3/4" UNLESS NOTED OTHERWISE ON PLAN. 5. WOOD SHEAR WALLS ABOVE THE FLOOR NOTED THUS: SEE 6. ALL WALLS SHALL BE W1-A, UNLESS NOTED OTHERWISE. 7. WOOD HEADERS NOTED THUS: SEE 8. COLUMNS AND POSTS NOTED THUS: SEE SCHEDULE AND 9. FOR WOOD HANGER SCHEDULE, SEE: UNO 10. FOR WOOD FLOOR SCHEDULE, SEE: 11. FOR VENEER LOOSE LINTEL, SEE: 5/S601 W1-A H6-22 12/S600 5 BP-1 6/S601 9/S601 8/S601 12/S601 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 12:17:51 PM S101 LEVEL 2 FLOOR PLAN M15.0197.S.01 LOT 3 / 994 PTARMIGAN RD VAIL,CO Hughes Residence 07.02.2015 KH 1/4" = 1'-0" LEVEL 2 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 6 No. Description Date PERMIT SET 07.02.2015 2 FND SET 09.22.2015 4 CD 10.06.2015 5 CD REV #1 10.21.2015 6 CD REV #2 05.27.2016 ~3'-6" ~4'-2" 5'-5" +/- 12" 2" Diameter holes for pipe, (2) Pipes OK per RFI 89, 5/3/16 3-1/2" Diameter Hole OK per RFI 89, 5/3/16 (2) 9-1/2" LVL w/ HU7 ea. end, RFI 74 4/13/16 (1)- 11 7/8 LVL ESR2523 Ea. end LBV1.81/11.88, TYP. LBV1.81/11.88 Ea. end BA3.56/11.88, Typ. (2) 11-7/8 LVL RFI 74 4/7/16 (2)- 3/4"x4" Lags on exterior side of saddle per RFI 37 1/22/16 (2)- 3/4"x4" Lags on exterior side of saddle per RFI 37 1/22/16 Simpson MSTC-52 strap this end. RFI 54 2/22/16 4'-10" 4" x 4" opening, top of opening at 141'7" 3/S603, RFI 54 2/22/16 07/05/16