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Concrete Pad For Generator
DESIGN NOTES1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED INACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODESIXTH & SEVENTH EDITION (2017 & 2020).2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THISSYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB-SPECIFIC BASIS INACCORDANCE WITH THE GOVERNING CODE.3. MAXIMUM DIMENSIONS AND WEIGHT OF CONCRETE PAD AND GENERATORUNIT SHALL CONFORM TO SPECIFICATIONS STATED ±1/2" TOLERANCE.4. THE AREA UNDER THE CONCRETE SLAB ON GROUND SHALL HAVE ALLVEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR TOINSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS. THESECONCRETE PADS HAVE BEEN DESIGNED FOR A MINIMUM BEARING CAPACITYOF 2,000 PSF AND MINIMUM SUBGRADE MODULUS = 100 PCI. SHOULDEROTHERS CONDITIONS OR MATERIALS BE ENCOUNTERED, THE ENGINEER OFRECORD SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH THE WORK.5. SLIDING IS ASSUMED RESISTED BY 2" EMBEDMENT OF PAD IN GROUND ALONGWITH RESISTANCE FROM CONNECTED CABLING, NOMINAL SLIDING IS NOTASSUMED A FAILURE CASE IN THIS DESIGN.6. CONCRETE PADS WEIGHT CALCULATED PER STANDARD WEIGHT CONCRETE(150 PCF)7. MIN. REQUIRED WEIGHT LISTED. REFER TO MANUFACTUERS SPECS FORSPECIFIC MODEL WEIGHT8. CONCRETE MIN. COMPRESSIVE STRENGTH TO BE 6000 PSI @ 28 DAYSGENERAL NOTES1. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED AND INSTALLED BYOTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.)SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THEEXPRESS RESPONSIBILITY OF THE CONTRACTOR.2. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWNONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, ET. AL. INDEMNIFIES ANDSAVES HARMLESS THIS ENGINEER FOR ALL COST AND DAMAGES INCLUDINGLEGAL FEES AND APPELLATE FEES RESULTING FROM MATERIAL FABRICATION,SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH ISCALLED FOR BY LOCAL, STATE, AND FEDERAL CODES AND FROM DEVIATIONSOF THIS PLAN.3. HOLLOW PADS FOR USE WHERE APPLICABLE BY CODE. USE OF PADS MAY BESUBJECT TO BUILDING DEPT. APPROVAL4. WATER-TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL RESPONSIBILITYOF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANYREMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTERFABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN. THISENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING ORLEAKAGE ISSUES WHICH MAY OCCUR AS WATER-TIGHTNESS SHALL BE THEFULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR.5. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALITYENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THEARCHITECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THEINTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BECOORDINATED BY THE PERMITTING CONTRACTOR.6. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFICPROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ONCONTRACTOR-SUPPLIED DATA AND MEASUREMENTS. SOUTHEAST BUILDINGENGINEERS, LLC SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAYFOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONSARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA.THEY MAY VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONSSPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TOCONSTRUCTION. SOUTHEAST BUILDING ENGINEERS, LLC SHALL BE NOTIFIEDAND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OFANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELDCONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS.ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED ANDINVALIDATE THE CERTIFICATION.7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL VERIFICATIONS ORAFFIRMATIONS ARE INTENDED.175RISKIEXPOSUREC DRISKIIEXPOSUREC DRISKIII, IVEXPOSUREC D42.8 PSF 51.9 PSF 180 45.3 PSF 54.9 PSF200 55.9 PSF 67.8 PSFASCE 7-10 & 7-16 ULT WIND VELOCITY TO ASD DESIGN PRESSURE@ GRADE CONVERSION CHART - HVHZ OR NON HVHZKz (Exp C/D) (Table 26.10-1) = 0.85, 1.03Kzt (Section 26.8.2) = 1.0Kd (Table 26.6-1) = 0.9Ke (section 26.9) = 1.0G (section 26.11) = 0.85Cf (Table 29.4-1) = 1.4NOTE: TABLE ABOVE INCLUDES QUICKREFERENCE OF COMMON FLORIDACONDITIONS (@ ULT. DESIGN WINDVELOCITIES). FOR SITE SPECIFIC CONDITIONS,CONSULT LOCAL BUILDING MUNICIPALITY.MAX. DESIGN WIND PRESSURES @ GRADE PERSPECIFIED EXPOSURE REMAIN CONSTANT FORANY MAX WIND VELOCITY.BRANDCAPACITY MODELL, IN W, IN H, IN W, LB10KWG007171-0,G007172-04825 29 338GENERAC14KW4825 29 385G007223-0,G007224-0,G007225-018KW4825 29 420G007226-0,G007228-0,20KW4825 29448G007038-1,G007039-1,22KW4825 29466G007042-2,G007043-2,20KW4825 29 436G007038-3,G007039-3,22KW4825 29 445G007042-3,G007043-3,24KW4825 29 455G007209-0,G007210-0,17KW46.526.8 28.4 435040661BRIGGS& STRATTON20KW46.526.828.4 43504065726KW04066446.526.8 28.4 540GENERATOR TABLE:CONCRETE PAD MAY HAVE ROUNDEDSIDES AND CORNERS AS SHOWNTOTAL WIDTH & LENGTH MAY TAPER UPTO 1" FROM BASE TO TOP OF SLAB OREACH SIDE (ANCHOR EDGE DISTANCE TOBE MAINTAINED PER SCHEDULE)BASIS OF DESIGN IS AMERICAST GENERATORCONCRETE PAD OR APPROVED EQUAL26KW4825 29518G007290-0,G007291-0,1©1. 2022+NotesN/AScaleSheet No.2022.02Project No.Revisions1MASTER PLAN SHEETCONCRETE PAD FOR GENERATORS01/13/2022OF 1