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HomeMy WebLinkAboutB17-0255_S100 Structual Plan_1502231940.pdfNEW DINING ROOM NEW KITCHEN NEW KITCHEN NEW LAUNDRY NEW BATH A B B 1 S-100 2 S-100 VERIFY (3) 2x6 MIN VERIFY (2) 2x6 MIN VERIFY BEAM SIZE AND FRAMING ABOVE PRIOR TO REMOVING ANY STUDS INFILL (E) OPENING IN CMU WALL CUT NEW OPENING IN (E) CMU WALL 4'-0" MAX UNIT 4A UNIT 5A EXISTING MASONRY BLOCK TO REMAIN USE HAND HELD GRINDER TO CHIP EXISTING MASONRY TO FIT RADIUS OF STEEL ANGLE (2) L3 1/2 x 3 1/2 x 1/4 STEEL ANGLES TO BE PLACED IN MASONRY BED JOINT, CONTRACTOR TO COORDINATE BED JOINT LOCATION AND OPENING SIZE REMOVE MASONRY BLOCKS AFTER STEEL ANGLES ARE INSTALLED AND GROUT HAS BEEN PLACED AT BEARING ENDS MIN 4" GROUT (E) MASONRY SOLID AT JAMBS OF NEW OPNG (MIN 4" EA SIDE) EXISTING CMU BLOCK WALL DRY PACK VOID WITH NON- SHRINK GROUT. ENSURE FULL BEARING OF STEEL LINTEL ONTO GROUT AND/OR BLOCKS EXTENT OF OPENING SECTION A EXISTING MASONRY BLOCK TO REMAIN 8" BOND BEAM AT TOP AND MIDDLE OF INFILL WALL W/ (2) #4 HORZ VERIFY (E) MASONRY GROUTED SOLID AT JAMBS AND HEADER EXISTING CMU BLOCK WALL EXTENT OF (E) OPENING NEW 8" CMU W/ #4 @ 48" OC VERT #4 VERT EACH END MIN PROVIDE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT W/ (2) W1.7 WIRE @ 16" OC SECTION B VERIFY GROUTED BOND BEAM AT TOP OF OPENING DOWEL TO MATCH VERT W/ SIMPSON SET ADHESIVE 5" DOWEL HORZ BARS 5" INTO JAMB W/ SIMPSON SET SIM MLS 8" BOND BEAM W/ (2) #4 HORZ. AT TOP OF WALL AND @ 48" OC VERT #3 #4 #5 #6 #7 #8 #9 15 20 25 40 (NOTE 8) 55 (NOTE 8) 72 ( NOTE 9) 81 (NOTE 9) 15 23 36 54 (NOTE 8) 63 (NOTE 8) 72 (NOTE 9) 81 (NOTE 9) #29 #25 #22 #19 #16 #13 #10 NOTES: 1. SMALLER BAR LAP LENGTH SHALL BE USED WHEN SPLICING DIFFERENT SIZED BARS 2. LAP LENGTHS SPECIFICALLY DETAILED ON DRAWINGS SHALL GOVERN INSTEAD OF SCHEDULED LAP LENGTHS 3. MECHANICAL COUPLERS MAY BE USED IN LIEU OF ANY LAP LENGTH SHOWN. 4. WHEN LOW LIFT GROUTING IS USED, AND THE LAP LENGTH EXCEEDS THE GROUT LIFT HEIGHT (NOTED BY *), A MECHANICAL COUPLER IS REQUIRED IN LIEU OF LAPPED REINF. 5. HORIZONTAL BOND BEAM RENF SHALL BE SPLICED PER THE "REINF AT FACE" COLUMN 6. REINF IN THESE SIZES SHALL NOT BE USED IN 6" MASONRY 7. REINF IN THESE SIZES SHALL NOT BE USED IN 6", 8", OR 10" MASONRY ENGLISH METRIC BAR SIZE MASONRY LAP SPLICE SCHEDULE (MLS) REINFCENTERED8", 10", 12"MAS REINF ATFACE ANDAT BONDBEAMS REINFCENTERED 6" MAS 2" CLR SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2011 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: 6/29/2017 10:19:38 AM G:\PROJECTS\MS17.0171.S.01-Vail Townhome Condominiums #4A\BIM\M17.0171-Pritzker-R17.rvt S-100 PRITZKER RESIDENCES VAIL TOWNHOUSES UNITS 4A, 5A 303 GORE CREEK DR. VAIL, COLORADO PLAN AND DETAILS Enter Designer's Name Here Enter PM's Name Here SJM M17.0171 M17.0171 06/19/17 SJM NO ISSUE DATE PROGRESS 6/21/17 PERMIT 6/29/17 1/4" = 1'-0" LOWER LEVEL FLOOR PLAN 3/4" = 1'-0" 1 TYP STR MAS WALL STEEL ANGLE LINTEL 3/4" = 1'-0" 2 CMU WALL INFILL NORTH NO SCALE 3 MASONRY STRENGTH DESIGN LAP SPLICE SCHEDULE - 1800 6/29/17 08/08/17