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Foundation Schematic Notes jmw_ _ sign O GENERAL: 713 washington street 1. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND DETAILS BEFORE kerrville,texas80 M CONSTRUCTION AND REPORT ANY DISCREPANCIES OR DISCREPANCIES OR OMISSIONS IN 830.890.8808/831 :• 1 THE CONTRACT DOCUMENTS TO THE STRUCTURAL ENGINEER. Sacramento,ca.916.980.9165 0) ILA 2. THE CONTRACTOR SHALL COORDINATE ALL LEAVE-OUTS, SLEEVES AND OTHER SLAB jmwellsdesign@gmail.com/ tl-I Interior z Exterior Interior PENETRATIONS BEFORE CONSTRUCTION. jackmwells@outlook.com 71 LU COPY RIGHT 2 0 24 LU 3. SITE, SUBGRADE, CONCRETE, AND CURING SHALL CONFORM TO THE PROVISIONS OF ACI NOT PUBLISHED.ALL RIGHTS RESERVED BY DESIGNER. DRAWINGS ® O 302.1 R-80. GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION. IF UNUSUAL AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE DESIGNER.THEY SHALL NOT BE USED (X -t AMOUNTS OF WATER CONTINUE TO APPEAR ON SITE, A SOILS ENGINEER SHALL BE ON OTHER PRO JECTSOREXTENSIONS TOTHIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO ® O r!�! CONTACTED FOR CORRECTIVE ACTIONS. THE DESIGNER.CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND -A IYl CORRELATION DIMENSIONS AT THE JOB SITE,THE DESIGNER WILL NOT -A BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, O 4. SITE GRADING AND DRAINAGE AROUND THE FOUNDATION SHALL BE MAINTAINED AT ALL TECHNIQUES, SEQUENCES OR FOR SAFETY PRECAUTIONS AND d TIMES IN SUCH A MANNER THAT THE SURFACE OR GROUND WATER WILL NOT COLLECT PROGRAMS IN CONNECTION WITH THE PROJECT. O AROUND OR UNDER THE SLAB. THIS IS CRITICALLY IMPORTANT DURING THE PERIOD Pg��3T IMMEDIATELY AFTER THE CONCRETE PLACEMENT. Exterior 50 BAR ®IAMEfiERS 5. IF TREES AND HIGH DENSITY BRUSH ARE REMOVED, CONTRACTOR SHALL FOLLOW GUIDE Company, LLC LINES FOR PAD PREPARATION OUTLINED BY SOILS ENGINEER. TREES WHOSE CANOPY Daryl Jordan P.E. * 2'-0 MIN. EXTEND OVER SLAB ARE NOT ADVISED SINCE ROOT SYSTEMS CAN EXTEND UNDER THE PO Box 467 A4.0 SLAB, WHICH IS NOT ADVISED. Mount Hermon,CA 95941 (209) 485-8620 6. THERE SHALL BE A MINIMUM OF 6 INCHES OF CLEARANCE BETWEEN THE TOP OF SLAB OR NOTE: ALL CORNER BARS SHALL BRICK LEDGE AND SOIL SURFACE. ��`�QO -j\- JO ••• BE SAME SIZE AND SPACING AS 7. CONSTRUCTION JOINTS ARE NOT PERMITTED UNLESS SHOWN. = o � HORIZONTAL REINFORCEMENT. � \ I 8. TRENCHES FOR PLUMBING LINES SHALL NOT BE LOCATED DIRECTLY UNDER BEAMS. _J + I z LOCATE BETWEEN BEAMS AND CROSS AT RIGHT ANGLES UNDER BEAM. * o 9. WHERE THERE ARE DISCREPANCIES BETWEEN SLAB DIMENSIONS AND ARCHITECTURAL CIVIL 2-0 v PLANS,THE ARCHITECTURAL PLANS SHALL CONTROL. F0 CAS l� CIAInterior Interior 0 S1 SUGGEST 3 10. UPON COMPLETION OF FINAL GRADING, ALL BEAMS SHALL HAVE A MINIMUM SOIL .0 I AT 16" O.C. EACH WAY) COVER OF 6 INCHES. I O m 2 1/2"X 3 1/2" REBAR BAR LIFT/ 11. IT IS ADVISABLE TO HAVE THE HOMEOWNER OR A REPRESENTATIVE OF THE BUILDER date of issue/revisions: O O CHAIR OR EQUAL AT 36" O.C. MAX PRESENT DURING THE FOUNDATION PLACEMENT. I L_____J_ no. date description CODE&DESIGN SPECIFICATIONS: IA �Ajl IN I I GENERAL: 2022 CALIFORNIA BUILDING AND RESIDENTIAL CODE IS USED AS THE BASIC CODE Exterior DOCUMENT. THIS IS SUPPLEMENTED BY THE FOLLOWING SPECIFICATIONS AND REFERENCES TO 50 5AR DIAMETERS SO BAR DIAMETERS a) BE USED FOR DESIGN, DETAILING AND CONSTRUCTION. 2'-0 MIN. 2'-0 MIN. A. STRUCTURAL CONCRETE: 2022 BUILDING CODE FOR REINFORCED CONCRETE OF THE SLAB/ FOUNDATION NOTE: MIN 5" THK. SLAB CONSISTING OF 3500 PSI CONCRETE REINF. w/ #3 AT 16" O.G. E.W. AMERICAN CONCRETE INSTITUTE (ACI 318-19). OVER IO mil MOISTURE BARRIER/ 4" AGGREGATE BASE B. SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI 301-84, AMERICAN AND COMP'D SELECT FILL AND/OR UNDISTURBED SOIL. CONCRETE INSTITUTE. GRADE BEAMS SHALL BE MIN 12"w x 24" d, REINFORCED TYPICAL CORNER BAR SLAB REINFORCEMENT w/ MIN 2- #5 TOP AND BOT. C. CONTROL OF CRACKING IN CONCRETE STRUCTURES, ACI 224R-80, AMERICAN 01 PLACEMENT DETAIL 02 PLACEMENT DETAIL CONCRETE INSTITUTE. %2"