Attachment 10 - Page 91.pdf

MENDEZ NGINEERINGE

Registration # F-14070

6609 Blanco Road, Suite 165

San Antonio, Texas 78216

Office: 210-802-0808 www.MendezEngineering.com

OUTLIER ENGINEERING,INC.

240 Oak Court www.outliereng.com New Braunfels, TX 78132 Ph:830.837.0242 Firm Registration # 14384

IS ON FILE AT OUTLIER ENGINEERING, INC.

91049 ON 6/29/2016. THE ORIGINAL SEALED DRAWING

THE SEAL WAS AUTHORIZED BY A.M. STONE, P.E.

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

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VA FORM 08-6231

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WPF

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ME

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TX

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KERRVILLE

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VA HOSPITAL - KERRVILLE SIGNAGE IMPROVEMENT PLANS

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STRUCTURAL PLAN

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BUILDING#

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A.M. STONE

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1.0 GENERAL 1.1 THIS FOUNDATION DESIGN IS SITE SPECIFIC AND MAY NOT BE USED FOR DIFFERENT SITE LOCATIONS WITHOUT WRITTEN PERMISSION FROM OUTLIER ENGINEERING,INC (OUTLIER) 1.2 THIS FOUNDATION IS DESIGNED AS A SOIL SUPPORTED FOUNDATION, UNLESS NOTED OTHERWISE: AND AS SUCH, WILL MOVE WITH THE SUPPORTING SOILS. IF THE FOUNDATION IS FOUNDED ON EXPANSIVE CLAY SOILS, SOME DISTRESS CAN BE EXPECTED. MINOR CRACKS MAY OCCUR AND ARE PRIMARILY THE RESULT OF TEMPERATURE AND SHRINKAGE STRESS OCCURRING WHILE THE CONCRETE CURES. 1.3 NO SITE SPECIFIC GEOTECH REPORT WAS PROVIDED FOR THIS PROJECT. 1.4 DO NOT SCALE THIS DRAWING.THIS IS A SCHEMATIC PLAN TO BE USED TO LOCATE AND IDENTIFY STRUCTURAL FOUNDATION ELEMENTS ONLY. DIMENSIONAL CONTROL IS THE RESPONSIBILITY OF THE BUILDER AND CONTRACTOR TO FOLLOW THE ARCHITECTURAL, DESIGNER PLANS, OR EXISTING SITE CONDITIONS. USE THIS PLAN FOR PLACEMENT OF STRUCTURAL FOUNDATION ELEMENTS ONLY. 1.5 THE BUILDER SHALL COORDINATE THIS DRAWING WITH ALL STRUCTURAL, CIVIL, ELECTRICAL AND MECHANICAL PLANS FOR ALL OPENINGS, EMBEDDED ITEMS, DROPS, OFFSETS, SLOPES, ETC. AND SHALL NOTIFY THE ARCHITECT OR DESIGNER AND OUTLIER IN WRITING OF ANY DISCREPANCY AND FOR DIRECTIONS TO RESOLVE THE DISCREPANCY. 2.0 DESIGN DATA AND CRITERIA 2.1 THE FOUNDATION DESIGN UTILIZED GUIDANCE PROVIDED IN THE 2012 International Building Code. 2.2 STRUCTURAL FOUNDATION DESIGN LOADS: DEAD LOAD: WEIGHT OF SIGN COMPONENTS AND FOUNDATION LIVE LOAD: WIND- 25PSF UNFACTORED LOAD 3.0 SITE PREPARATION AND DRAINAGE 3.1 BUILDER IS RESPONSIBLE TO FOLLOW ALL SITE PREPARATION AND DRAINAGE RECOMMENDATIONS AS STATED IN THE GEOTECH REPORT, IF ONE IS MADE AVAILABLE. AS A MINIMUM THE AREA TO BE OCCUPIED BY THE FOUNDATION SHALL BE STRIPPED OF ALL VEGETATION, TOP SOIL, ROOTS, BOULDERS, AND OTHER OBSTRUCTIONS TO A POINT (2) TWO FEET BEYOND THE FOUNDATION PERIMETER. SEE SITE-SPECIFIC GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS. 3.2 TREES WITHIN A DISTANCE TO THE FOUNDATION OF ONE TIMES THE MATURE TREE HEIGHT MAY DAMAGE THE FOUNDATION. EXISTING AND NEWLY PLANTED TREES WITHIN ONE TIMES THE MATURE TREE HEIGHT TO THE FOUNDATION PERIMETER ARE AT THE RISK OF BUILDER AND/OR OWNER AND MUST HAVE A PROPERLY DESIGNED AND PLACED ROOT SHIELD (ROOT BARRIER) DESIGNED BY AN ARBORIST OR TREE EXPERT, TO INHIBIT TREE ROOT GROWTH TOWARD AND UNDER THE FOUNDATION. 3.3 VOIDS (HOLES) CREATED AS A RESULT OF DEMOLITION AND REMOVAL OF EXISTING STRUCTURES, TREES, AND OTHER EXISTING OBJECTS SHALL BE FILLED WITH WELL COMPACTED SELECT FILL MATERIAL. THIS IS USUALLY DONE BY LAYERING THE HOLE WITH SELECT FILL MATERIAL APPLYING WATER AND COMPACTING EACH LAYER WITH HEAVY EARTH MOVING EQUIPMENT OR A HEAVY TRUCK. CONTINUE THIS PROCESS UNTIL THE HOLE IS FILLED. SEE SITE-SPECIFIC GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS.

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3.4 LOT FILL MATERIAL BENEATH THE FOUNDATION AREA SHALL BE SELECT STRUCTURAL LOW PLASTICITY FILL MATERIAL HAVING A PI OF 5 TO 20 WITH A LIQUID LIMIT NOT EXCEEDING 40 PERCENT. A WELL-GRADED ROCK/SOIL FILL IS DESIRED HAVING A PI OF 20 OR LESS.THE FILL MATERIAL SHALL BE FREE OF ORGANICS, TRASH, RUBBLE, OR OTHER DELETERIOUS MATERIALS AND SHALL HAVE NO PARTICLE SIZE GREATER THAN 3 INCHES IN DIAMETER.THE FILL MATERIAL SHALL BE PLACED IN MAXIMUM OF 8 INCH LOOSE LIFTS AND COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR (ASTM D698) MAXIMUM DRY DENSITY WITHIN MINUS 2 TO PLUS 3 PERCENT OF OPTIMUM MOISTURE CONTENT AND CERTIFIED BY A GEOTECHNICAL ENGINEER. SEE SITE-SPECIFIC GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS. 3.5 THE BUILDER IS RESPONSIBLE FOR LOCATION OF WATER-BEARING UTILITIES, ROOF DRAINAGE OUTLETS, AND IRRIGATION SPRAY HEADS OUTSIDE OF THE FOUNDATION PERIMETER DRAIN BOUNDARIES. ROOF DOWNSPOUT SHOULD BE EXTENDED OR BE CONNECTED TO UNDERGROUND PIPING SYSTEMS THAT DIRECT ROOF DRAINAGE WATER AT LEAST FIVE FEET TO “DAYLIGHT” AWAY FROM THE DAYLIGHT” AWAY FROM THE AWAY FROM THE FOUNDATION PERIMETER. ALL AIR CONDITIONING CONDENSER DRAIN LINES SHOULD DISCHARGE A MINIMUM OF FIVE FEET AWAY FROM THE FOUNDATION PERIMETER. 3.6 THE BUILDER IS RESPONSIBLE FOR CONSTRUCTION OF FINAL SURFACE DRAINAGE PATTERN TO PREVENT PONDING AND LIMIT SURFACE WATER INFILTRATION AT THE FOUNDATION PERIMETER. OUTLIER IS NOT RESPONSIBLE FOR FOUNDATION WITH IN ADEQUATE DRAINAGE AND/OR GROUND WATER COLLECTION PROXIMATE TO THE FOUNDATION PERIMETER OR BENEATH THE FOUNDATION. THE GROUND ADJACENT TO THE FOUNDATION SHALL SLOPE DOWN AND AWAY A MINIMUM OF SIX INCHES IN THE FIRST FIVE FEET (10% MIN. SLOPE). 3.7 IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY THE PROPERTY OWNER OF THE IMPORTANCE TO MAINTAIN PROPER SURFACE DRAINAGE SLOPING DOWN AND AWAY FROM THE FOUNDATION PERIMETER AND TO MAINTAIN UNIFORM MOISTURE CONTENT OF THE SOIL AROUND THE FOUNDATION PERIMETER. SYSTEMATIC AND UNIFORM WATERING OF THE SOIL IN THE AREAS SURROUNDING THE FOUNDATION DURING DRY PERIODS MAY BE REQUIRED TO MAINTAIN UNIFORM MOISTURE CONTENT OF THE SOIL. 4.0 FOUNDATION CONSTRUCTION 4.1 REMOVE FREE WATER FROM BEAM TRENCHES AND ALL OTHER EXCAVATIONS BEFORE PLACING CONCRETE. CLEAN BOTTOM OF BEAM TRENCHES OF LOOSE SOIL, ROOTS, GRAVEL, AND ALL DEBRIS PRIOR TO PLACING CONCRETE.CONCRETE SHALL NOT BE PLACED ON SOILS THAT HAVE BEEN DISTURBED BY RAINFALL OR WATER SEEPAGE. 4.2 ALL CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ACI 302.1R. 4.3 CONVEY AND PLACE CONCRETE IN SUCH A MANNER THAT THERE WILL BE NO SEPARATION OF INGREDIENTS. MAXIMUM HEIGHT OF CONCRETE FREE FALL IS 5 FEET. REGULATE THE RATE OF PLACEMENT SO CONCRETE REMAINS ELASTIC AND FLOWS INTO POSITION. ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED BY SUITABLE MEANS DURING PLACEMENT AND SHALL BE THOROUGHLY WORKED AROUND REINFORECEMENT AND EMBEDDED ITEMS AND INTO CORNERS OF FORMS, ELIMINATING AIR AND ROCK POCKETS THAT MAY CAUSE HONEYCOMBING, PITTING, OR PLANES OF WEAKNESS.

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4.4 SCHEDULING OF CONCRETE DELIVERY SHALL BE SUCH TO PREVENT PLACED CONCRETE FROM HARDENING PRIOR TO PLACEMENT OF ADDITIONAL FRESH CONCRETE. NO HORIZONTAL JOINTS WILL BE PREMITTED IN THE CONCRETE EXCEPT AS NOTED. THE BUILDER SHALL CONTACT OUTLIER PRIOR TO PLACING ANY CONCRETE IF CONSTRUCTION JOINTS ARE REQUIRED. 4.5 FOUNDATION SURFACE FINISH SHALL BE TROWELED. FINISHES FOUNDATION FINISH TOLERANCES SHALL BE TRUE PLANES WITHIN 1/8 INCH IN 10 FEET AS DETERMINED BY A 10 FOOT DIRECTION. 5.0 CONCRETE AND REINFORCING STEEL. 5.1 ALL REINFORCEMENT SHALL BE SECURELY SUPPORTED AT 24” O.C. O.C. TO PREVENT VERTICAL AND HORIZONTAL MOVEMENT DURING THE PLACEMENT OF CONCRETE, METAL, PLASTIC, CONCRETE, OR MASONRY CHAIRS MAY BE USED TO SUPPORT REINFORCEMENT. 5.2 FOUNDATION REINFORCING BARS SHALL BE TIED AT EVERY INTERSECTION AND SUPPORTED AT 24 INCHES O.C. WITH METAL, PLASTIC, CONCRETE, OR MASONRY CHAIRS. EVERY STIRRUP BAR SHALL BE TIED AT BOTH TOP AND BOTTOM BEAM REINFORCING BAR LOCATION. STIRRUPS ARE TO BE INSTALLED VERTICALLY. ANGLED STIRRUPS ARE NOT PERMITTED. 5.3 ALL BEAM REINFORCING BARS SHALL HAVE A MINIMUM CLEAR COVER OF 3 INCHES FROM THE BOTTOM OF THE BEAM AND 2 INCHES FROM THE TOP AND SIDES OF THE BEAM. 5.4 REINFORCING STEEL LAPS AND SPLICES SHALL BE A MINIMUM OF 30 BAR DIAMETERS, BUT NO LESS THAN 12 INCHES. SPLICES OF THE TOP AND BOTTOM BEAM REINFORCEMENT SHALL BE STAGGERED A MINIMUM OF 5 FEET. 5.5 ALL BEAM SIZES, SLAB THICKNESS, AND REINFORCING SIZES ARE A MINIMUM AND SHALL NOT BE DECREASED WITHOUT PRIOR APPROVAL BY OUTLIER. 5.6 ALL BEAM SPACING ARE MAXIMUM AND SHALL NOT BE INCREASED OR RELOCATED WITHOUT APPROVAL BY OUTLIER. 6.0 SITE OBSERVATION INSPECTIONS BY OUTLIER 6.1 OUTLIER ACCEPTS NO RESPONSIBILITY FOR THE PERFORMANCE OF THIS FOUNDATION UNLESS SITE OBSERVATIONS ARE PERFORMED BY OUTLIER OR A REPRESENTATIVE OF OUTLIER AND THE CONCRETE IS PLACED WITHIN 48 HOURS AFTER THE OUTLIER SITE OBSERVATION INSPECTION. 6.2 OBSERVATIONS MADE BY OUTLIER ARE TO CHECK FOR GENERAL CONFORMANCE WITH THE OUTLIER PLANS AND SPECIFICATIONS.THE RESPONSIBILITY FOR ENSURING ACCURACY OF THE CONSTRUCTION AND QUALITY CONTROL PROCEDURES REMAIN WITH THE BUILDER. 6.3 OUTLIER REQUIRES A SITE OBSERVATION INSPECTION TO VERIFY UNDER SLAB SLOPES, UNDER SLAB FRENCH DRAINS, AND ALL SLAB AND BEAM CONSTRUCTION AND REINFORCEMENT PRIOR TO THE PLACEMENT OF CONCRETE. 6.4 THE BUILDER SHALL NOT PLACE ANY CONCRETE UNTIL OUTLIER HAS CONDUCTED THE SITE OBSERVATION AND HAS GIVEN APPROVAL TO PLACE CONCRETE. 6.5 NOTIFY OUTLIER AT LEAST 48 HOURS BEFORE EACH SITE OBSERVATION INSPECTION IS NEEDED.

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GENERAL NOTES

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PLAN VIEW

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3'-0" TO 6'-0"

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1'-6" MIN

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6"-12" PROJ.

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4'-0" TOTAL EMBED

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3"-4" DRAIN ROCK

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SECTION A

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#3 STIRRUPS @ 18" MAX

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#4 BAR @ 18" MAX EACH FACE

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