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HomeMy WebLinkAboutB17-0285_S-301_1507158086.pdfA A B B A BOTTOM REINFORCING PER SCHEDULE TOP REINFORCING IF NOTED IN SCHEDULE PLAN L BARS W BARS APPROVED BEARING MATERIAL, SEE EARTHWORK SPECIFICATION T/FTG, SEE PLAN L BARS W BARS 2" CLR 3" CLR T (L x W) PLAN DIMENSIONS 1'-0" DOWELS TO MATCH WALL RINFORCEMENT STANDARD HOOK (4) #4 LONG #4 @ 6" OC HORIZ 3'-0" WALL DOWELS STEP T/FOOTING, SEE PLAN T/FOOTING, SEE PLAN T/FOOTING, SEE PLAN 3'-0" MAX 3" 3" 3'-0" EXCAVATE STEP AS STEEPLY AS SOIL ALLOWS 3" MAX 3" MAX LTE NOTE: 1. WALL HORIZONTAL & VERTICAL MAT REINFORCING NOT SHOWN TO BE CONTINUOUS THROUGH STEP LOWEST STEM WALL HORIZ BAR TO EXTEND LTE MIN PAST FOOTING STEP 2" ADDITIONAL #6x7'-0" @ 12" OC MAX (2 MIN), CENTER ON CONSTRUCTION JOINTS 60'-0" MAX NOTES: 1. SUBMIT LOCATIONS OF CONSTRUCTION JOINTS FOR REVIEW PRIOR TO CONSTRUCTION 2. PLACE A MAXIMUM OF 60 FEET OF CONCRETE IN A STRAIGHT LENGTH OF WALL IN A SINGLE POUR 1ST POUR 2ND POUR TYP 8" +/- TYP 8" +/- 8" MAX EQ +/- 8" MAX 4" MIN OPTION 1 - SHEAR KEYS WALL ELEVATION PLAN SECTION CHAMFER VERTICAL EDGES AS SHOWN AT CONTRACTOR'S OPTION, DO NOT CHAMFER TOP & BOTTOM EDGES W/2 +/- W 1 1/2" 2x KEY, TYP 6" 6" EQ EQ EQ 1ST POUR 2ND POUR 3'-6". 3'-6". OPTION 2 - ADDITIONAL REINFORCING WALL ELEVATION NOTES: 1. REINFORCING SHOWN IS IN ADDITIONAL TO TYPICAL WALL/GRADE BEAM REINFORCING 2. WALL/GRADE BEAM REINFORCING IS NOT SHOWN 3. WALL/GRADE BEAM REINFORING SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINT NOTES: 1. WALL/GRADE BEAM REINFORCING IS NOT SHOWN 2. WALL/GRADE BEAM REINFORING SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINT 3. CLEAN SURFACES AND REMOVE LAITANCE 4. WET SURFACE AND REMOVE STANDING WATER PRIOR TO PLACING CONCRETE 60'-0" MAX 60'-0" MAX CONST JOINT CONST JOINT CONST JOINT INSIDE FACES INSIDE FACES CORNER BAR SIZE & SPACING TO MATCH HORIZONTAL REINF OUTSIDE FACE (SOIL SIDE) OUTSIDE FACE (SOIL SIDE) HORIZONTAL REINF INDICATES ADDITIONAL VERTICAL BARS, SIZE TO MATCH TYPICAL WALL VERTICAL REINFORCING OR LTS, TYP CONTINUOUS CROSS WALL STANDARD HOOK, TYP CONTINUOUS BAR OR SPLICE BAR TO MATCH TYPICAL WALL HORIZONTAL REINFORCING SIZE AND SPACING CORNER BAR SIZE AND SPACING TO MATCH HORIZONTAL REINF NOTES: 1. TYPICAL VERTICAL REINFORCING NOT SHOWN 2. SEE WALL DETAILS FOR BAR LAYERING 3. DETAIL IS SIMILAR WHERE SOIL OCCURS ON BOTH SIDES OF WALL AT CROSS WALL WITH REINFORCING CENTERED AT CROSS WALL WITH REINFORCING EACH FACE 0" TYP TYPICAL WALL PLAN WITH TWO LAYERS OF REINFORCING 3" 3" EQ EQ LOW WALL STEM WALL T/FOOTING, SEE PLAN EQ EQ ADDITIONAL #6x7'-0" @ 12" OC MAX (3 MIN) 6" 1'-0" TYP 3'-6". 3'-6". 4" POCKET IN LOW WALL FOR STEM WALL NOTE: 1. WALL HORIZONTAL & VERTICAL MAT REINFORCING NOT SHOWN TO BE CONTINUOUS THROUGH STEP LOW WALL STEM WALL T/FOOTING, SEE PLAN EQ EQ ADDITIONAL #6x7'-0" @ 12" OC MAX (3 MIN) 4" POCKET IN LOW WALL FOR STEM WALL NOTES: 1. WALL HORIZONTAL & VERTICAL MAT REINFORCING NOT SHOWN 3'-6". AT STEM WALL PERPENDICULAR TO LOW WALL AT STEM WALL PARALLEL TO LOW WALL © MARTIN/MARTIN 2017 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: REVISIONS SHEET TITLE: SHEET NUMBER: MM JOB #: M17.0024.S.01 PRINCIPAL/EOR: SEAN MOLLOY PROJECT MANAGERS: RALEIGH FISHER AND KEVIN HAAS DESIGNER: KARL MERTENS DATE PRINTED: FILE PATH: 7/21/2017 11:49:09 AM C:\Proj\17.0024-VailRowhouse10-RS17_rfisher52P2F.rvt GALVIN RESIDENCE LOT 10 303 GORE CREEK DRIVE MS17.0024.S.01 7/21/2017 S-301 TYP FOUNDATION DETAILS NO SCALE 2 TYP SPREAD FOOTING F3x3 3'-0"x3'-0"x1'-0" (4) #4 EW BOT 27 - F2x2 2'-0"x2'-0"x1'-0" (3) #4 EW BOT 12 - MARK FOOTING SIZE L x W x T REINFORCING SERVICE CAPACITY (KIPS) REMARKS SOIL ALLOWABLE PRESSURE = 3000 PSF SPREAD FOOTING SCHEDULE NO SCALE 4 TYP STRIP FOOTING NO SCALE 6 STRIP FOOTING w/CIP STEM WALL STEP, 3'-0" AND LESS NO SCALE 12 CONSTRUCTION JOINT IN WALL ON FOOTINGS NO SCALE 10 TYPICAL HORIZONTAL REINFORCING AT BASEMENT AND FOUNDATION WALLS NO SCALE 5 TYP CONCRETE WALL HORIZ CONST JT 3/4" = 1'-0" 9 STRIP FOOTING w/CIP STEM WALL STEP, GREATER THAN 3'-0" NO. ISSUE DATE 7/21/2017 10/04/17