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HomeMy WebLinkAboutB16-0254_S301_signed_1507144354.pdfA A 1'-6" 5/8" Ø CIP ANCHOR @ 48" OC (HDG) W/ 7" EMBED OR SIMPSON TITEN HD W/ 5 1/2" EMBED AND MECHANICALLY GALVANIZED FINISH (ASTM B695, CLASS 55, MIN). ALL ANCHORS CENTERED IN WALL 4'-0" MIN 2x6 PLATE PRESERVATIVE TREATED WHEN IN CONTACT WITH CONCRETE EDGE NAILING SEE PLAN NOTE 1'-0" 2" CLR (2) #5 CONT TOP AND BOTTOM #4@12" OC #4@12" OC CONT DOWEL OR SPLICE W/ MIN 1'-5" LAP SPLICE (3) #4x CONT SPLICE 2'-4" AS REQUIRED 8" S301 10 TOP FOOTING SEE PLAN 1'-6" 4'-0" MIN 1/S301 1'-0" TOP (E) GRADE VIF STRUCTURAL FILL NOTES: FOR ADDITIONAL INFORMATION SEE L5x5x5/16 HDG W/ 3/4" Ø SIMPSON TITEN HD @ 24" OC 6" FROM EACH END ANCHORS SHALL BE MECHANICALLY GALVANIZED (ASTM B695 CLASS 55 MIN) 8" TOP FOOTING SEE PLAN S301 10 #4@18", ADHESIVE ANCHOR TO EXISTING SOG 4" 2'-0" NOTE: 1. TYPICAL SLAB REINFORCING NOT SHOWN 2. DOWEL TO SOG AT SIM 8" (E) PRECAST WALL 8" MIN T/FOOTING 4" TYP (2) #4 ADHESIVE ANCHORS W/ 4" EMBED TO MATCH FOOTING REINF 3" MIN 6" (2) #4 ADHESIVE ANCHORS W/ 4" EMBED T&B CENTER IN STEM WALL TYP 3'-0" LAP 6" (E) PRECAST WALL 2'-0" 1'-0" 3'-0" MAX 8" MIN 1/S301 NOTES: FOR ADDITIONAL INFORMATION SEE 1'-0" 8" 4" (3) #4x CONT SPLICE 2'-4" AS REQUIRED S301 10 #4 @ 12" OC 7" 2" 7" (3) #4 @ 12" OC (3) #4 @ 12" OC TOP FOOTING SEE PLAN 1/4" PREFORMED JOINT FILLER, FULL SLAB DEPTH, FILLER SHALL NOT PROTRUDE ABOVE SLAB JOINT SEALANT, SEE ARCH RE-ENTRANT CORNER: (2) #4 DIAG BARS CENTER IN SLAB 1'-6" 4" NOTES: FOR ADDITIONAL INFORMATION SEE 2/S601 2" CLR 8" #4 @ 12" A706 FIELD BENT AT CONTRACTORS OPTION 3'-0" 3'-0" TOP FOOTING SEE PLAN INSIDE FACES CORNER BAR SIZE & SPACING TO MATCH HORIZONTAL REINF OUTSIDE FACE (SOIL SIDE) OUTSIDE FACE (SOIL SIDE) HORIZONTAL REINF NOTES: 1. TYPICAL VERTICAL REINFORCING NOT SHOWN 2. SEE WALL DETAILS FOR BAR LAYERING 2'-1" TYP 1'-6" 4'-0" MIN 1/S301 1'-0" TOP (E) GRADE VIF STRUCTURAL FILL NOTES: FOR ADDITIONAL INFORMATION SEE 8" TOP FOOTING SEE PLAN S301 10 5" 2x12 LEDGER W/ (2) ROWS 3/4" Ø SIMPSON TITEN HD @ 16" OC (4) SCREW ANCHORS AT CONNECTION 8d @ 8" OC SIMPSON HU24-2 2" 1'-0" 1'-0" 1'-0" 1'-0" 2" 2" 6" L8x8x1/2 TIGHT TO BOTTOM OF CONCRETE 4" MIN 4" MIN 3/4" Ø SIMPSON TITEN HD W/ 5 1/2" EMBED 5 3/8" NOTCH ANGLE INTO WALL DRY PACK VOID WITH NON-SHRINK GROUT. ENSURE FULL BEARING OF STEEL LINTEL ONTO GROUT AND/OR CONCRETE EXTENT OF OPENING EXISTING WALL TO REMIAN USE HAND HELD GRINDER TO CHIP EXISTING CONCRETE TO FIT RADIUS OF STEEL ANGLE REMOVE CONCRETE WALL AFTER STEEL ANGLE IS INSTALLED AND GROUT HAS BEEN PLACED AT BEARING ENDS SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2017 DESIGNERS: DATE PRINTED: MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party. PROJECT NO: DATE: 9/13/2017 9:45:38 AM C:\Proj\MS17.0085-Doubletree Vail Roof Investigation and Repair-RS16_KMertens.rvt S301 DOUBLETREE VAIL SKI STORAGE AND VESTIBULE 2211 NORTH FRONTAGE ROAD WEST VAIL, CO 81657 FLOOR DETAILS KPM KPM SJM MS17.0085.S.03 MS17.0085.S.03 09/15/2017 SJM 3/4" = 1'-0" 1 TYP FOUNDATION WALL AT SKI STORAGE 3/4" = 1'-0" 2 TYP FOUNDATION WALL AT VESTIBULE 3/4" = 1'-0" 3 SOG DOWEL TO EXISTING 3/4" = 1'-0" 4 STEM WALL CONNECTION TO (E) PRECASE WALL 3/4" = 1'-0" 5 SKI STORAGE RETAINING WALL NO SCALE 10 TYP SOG ISOLATION JOINT NO SCALE 8 TYP RE-ENTRANT CORNER REINF 3/4" = 1'-0" 6 FOUNDATION WALL AT SKI STORAGE THRESHOLD 3/4" = 1'-0" 9 TYP HORIZONTAL REINFORCING AT WALL CORNER 3/4" = 1'-0" 7 TYP FOUNDATION WALL AT VESTIBULE W/ LEDGER NO ISSUE DATE CCD-06, Revision 10 09/15/2017 1 1/2" = 1'-0" 12 WALL OPENING IN EXISTING CONCRETE WALL 09/15/2017 10/04/17