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HomeMy WebLinkAboutB15-0469_S2.1_1452118080.pdfA 1 3 S-2.1 CONCRETE SOG 99'-9 3/4" T/SOG 100'-0" 100'-0" T/WALL T/WALL 99'-3 3/4" T/LEDGE 99'-3 3/4" T/LEDGE 2 1/2" LEDGE 1'-0" 8" 1 1/2" LEDGE 4 S-2.1 HSS4x4x1/4 HSS4x4x1/4 17'-4 1/2" W 12'-5 1/2" W W 19'-3" 7'-10 1/2" PROVIDE EPOXY DWL TO MATCH HORIZ WALL & FTG REINF SPACING WHERE (N) FOUNDATIONS TIE INTO (E). 6" MIN EMBED. 18'-3" 8'-7 3/4" 5 S-2.1 RE: FOR COL BASEPLATE 5/S-2.1 2'-7" A 1 (3) 14" LVL (2) 2x6 WIND GIRT (2) 2x6 WIND GIRT 11 7/8" TJI 210@16"OC 9 1/2" TJI 210@16"OC 7 S-2.1 (LOW) (LOW) (E) LVL BEAM (E) 12" LVL@12"OC (1) 11 7/8" LVL 111'-3 3/4" T/SHEATHING 111'-9" T/(E) SHEATHING 6 S-2.1 (2) 11 7/8" LVL (2) 11 7/8" LVL (2) 14" LVL 0" (2) 14" LVL 8 S-2.1 9 S-2.1 FLAT FLAT 5 1/4" H1 16K W16x31 T/STL= 111'-6 3/4" 16K H1 (E) LVL BEAM (2) 14" LVL H1 H1 H3 H3 H3 H2 H2 H4 H4 H5 H5 H6 5 1/4" 1. FLOOR CONSTRUCTION: 4" THICK CONCRETE SOG W/ WWF 6x6x2.1x2.1 CENTERED IN SLAB DEPTH. 2. TYPICAL BUILT-UP STUD COL IS 3-PART DFL No2, UNO ON PLAN. RE: TYPICAL DETAILS. 3. RE: SHEET S-1.1 & S-1.2 FOR GENERAL NOTES. 4. RE: SHEET S-1.3 & S-1.4 FOR TYPICAL DETAILS. FOUNDATION NOTES: 1. ROOF CONSTRUCTION: 3/4" WOOD SHEATHING ON WOOD JOISTS. 2. CONTRACTOR TO COORDINATE ROOF RAFTER LOCATIONS W/ LIGHTING & SHADE POCKET LOCATIONS. 3. RE: SHEET S-1.1 & S-1.2 FOR GENERAL NOTES. 4. RE: SHEET S-1.3 & S-1.4 FOR TYPICAL DETAILS. 5. RE: 1/S1.4 FOR HANGER SCHED. ROOF NOTES: CONC FTG, REINF W/ (3) #5 BOT CONC FDN WALL, REINF W/ #5@15"OC EA WAY CENTERED FINISHES, RE: ARCH RE: PLAN T/SOG 1'-4" 1'-0" 3" CLR 3'-6" MIN 3" CLR 1'-0" 8" UNGROUTED CMU STONE VENEER SUPPORT 10 1/2" 2'-6" 1'-0" CONC FTG, REINF W/ (3) #5 BOT CONC FDN WALL, REINF W/ #5@12"OC EA WAY CENTERED 3'-6" MIN 3" CLR FINISHES, RE: ARCH RE: PLAN T/SOG STONE VENEER, RE: ARCH 3" CLR (E) CONC FDN WALL (E) CONC FTG (N) HSS COL, RE: PLAN C 3/4"x8"x0'-10" W/ (4) 5/8"F DRILL & EPOXY ANCHOR BOLTS. 6" MIN EMBED. 1 1/2" NON-SHRINK GROUT CONC TOPPING SLAB, RE: ARCH 3" 3" STL BEAM, RE: PLAN PACK OUT WEB SOLID W/ LVL OR 2x MATERIAL W/ (2) 1/2"F BOLTS AT 24"OC STAGGERED TJI FRAMING, RE: PLAN LVL BEAM W/ SIMPSON HANGER, RE: PLAN & HANGER SCHED CONT 2x4, ATTACH W/ (1) 10d NAIL @ 6"OC (E) FRAMING (E) WOOD STUD WALL 2x NAILER ATTACH W/ PAF'S @ 12"OC STAGGERED A TJI FRAMING, RE: PLAN GLAZING, RE: ARCH WIND GIRT, RE: PLAN LVL BEAM W/ SIMPSON HANGER, RE: PLAN & HANGER SCHED PROVIDE BLOCKING ABOVE SHADE POCKET @ 48"OC STUD COL BEYOND, RE: PLAN SIMPSON A35 NS/FS, TYPICAL TOP & BOT OF STUD COL LVL BEAM, RE: PLAN (E) FRAMING (E) LVL BEAM TJI FRAMING W/ SIMPSON HANGER, RE: PLAN & HANGER SCHED. PROVIDE MIN (8) 16d NAILS 2x4 BLOCKING BTWN JOISTS, ATTACH W/ (2) 10d NAILS @ 12"OC (E) WOOD STUD WALL TJI FRAMING, RE: PLAN CONT LVL RIM BOARD STONE VENEER, RE: ARCH Golden ● Loveland ● Roaring Fork ● Buffalo, WY KL A, Inc. & Structural Engineers and Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 P: (970) 927 5174 0 DATE: DRAWN BY:CHECKED BY: PROJECT NUMBER: ISSUE: HISTORY: SCALE: © 2015 KL&A, INC 4' 8' 2' THE STRUCTURAL ENGINEERS SEAL ON THIS DRAWING INDICATES THAT THE INFORMATION SHOWN AND THE CALCULATIONS PERTAINING TO THAT INFORMATION HAVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIRECTION OF THE ENGINEER-OF-RECORD. THE SEAL DOES NOT IMPLY RESPONSIBILITY FOR INFORMATION PREPARED BY OTHERS NOR FOR ANY INFORMATION NOT SHOWN ON THIS DRAWING AND SUCH RESPONSIBILITY IS SPECIFICALLY DISCLAIMED. ON PHASED PROJECTS, DRAWINGS THAT ARE ISSUED BUT NOT SEALED SHALL BE CONSIDERED TO BE PRELIMINARY IN NATURE AND ARE ISSUED FOR INFORMATION ONLY. THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR THE CONSTRUCTION. WHERE CONFLICTS OCCUR CONTACT ARCHITECT FOR CLARIFICATION. As indicated NLD B0361 PLANS & DETAILS S-2.1 BILLINGSLEY REMODEL CONSTRUCTION DOCUMENTS DECEMBER 02, 2015 1170 PTARMAGIN RD., VAIL COLORADO DPD 1/4" = 1'-0"1 REMODEL MAIN LEVEL PLAN 1/4" = 1'-0" 2 REMODEL ROOF FRAMING PLAN 3/4" = 1'-0" 4 FOUNDATION DETAIL 3/4" = 1'-0" 3 FOUNDATION DETAIL 3/4" = 1'-0" 5 COLUMN BASEPLATE DETAIL 1" = 1'-0"6 FRAMING DETAIL 1" = 1'-0" 7 FRAMING DETAIL 1" = 1'-0" 8 FRAMING DETAIL 1" = 1'-0" 9 FRAMING DETAIL ISSUE DATE ISSUED 12/04/2015 01/06/16