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HomeMy WebLinkAboutPLANSPAD THICKNESS AMERICAST GENERATOR CONCRETE (ON -GRADE APPLICATIONS ONLY) GENERATOR I _ AM HVHZ OR NON-HVHZ RISK EXPOSURE (EXP) RISK EXPOSURE EXP RISK EXPOSURE(EXP COUNTY I C D II C D III, IV C D P. BEACH 150 MPH 30.44 Psf 36.94 PSI 170 MPH 39.09 Psf 47.44 Psf 180 MPH 43.83 Psf 53.19 Psf BROWARD 156 MPH 32.92 Psf 39.95 Psf 170 MPH 39.09 Psf 47.44 Psf 180 MPH 43.83 Psf 53.19 Psf MIAMI-DADS 165 MPH 36.83 Psf 44.69 Psf 175 MPH 41.43 Psf 50.28 Psf 186 MPH 46.80 Psf 56.80 Psf ISOMETRIC VIEW PAD DIMENSIONS: CONCRETE PAD GENERATOR GENERATOR UNIT BY 0 SEPARATE SUBMITTAL 3 (SEE SCHEDULE FOR n MINIMUM WEIGHT REQUIRED) T1� -- 54" LENGTH -+ PLAN VIEW CONCRETE ROAD MESH- MACI00 GROUND- 3" MIN s4" MIN GENERATOR TABLE: BRAND&MODEL CAPACITY WIDTH LENGTH HEIGHT WEIGHT ALLOWABLE PRESSURE COMMENTS Generac 005871 & 005883 10 KW 25.00 " 48.00" 29.00" 387 lbs 41.43 Psf EXP C 175 MPH & D 156 MPH Generac 005872 & 005894 14 KW 25.00" 48.00" 29.00" 439 lbs 47.44 Psf ' EXP C 186 MPH & D 156 MPH Generac 6459 6461 6462 16 KW 25.00" 48.00" 29.00" 5131bs 47.44 Psf Generac006721 16 KW 25.00" 48.00" 29.00" 4481bs 47.44 Psf Generac 005873 & 005885 17 KW 25.00" 48.00" 29.00" 4551bs 47A4 Psf Generac 005874 & 005886 17 KW 25.00" 48.00" 29.00" 421 lbs 47.44 Psf Generac 005875 & 005887 20 KW 25.00" 48.00" 29.00" 451 lbs 47.44 Psf Generac 006729 & 006730 20 KW 25.00" 48.00" 29.00" 516lb5 47.44 PSI Generac 006551 & 006552 22 KW 25.00" 48.00" 29.00" 5261bs 47.44 Psf Kohler 14RES&20RE5 14-20 KW 26.00" 48.00" 29.00" SOO Ibs 47.44 PSf GE 40323GE & 40324GE 13 KW 35.00" 39.40" 39.00" 540 lbs 39.09 PSf EXP C 170 MPH &D 156 MPH GE 04038215KW 15 KW 33.00" 48.00" 30.50" 4841bs 43.83 Psf EXP C 180 MPH &D 156 MPH GE 04037817KW 17 KW 33.00" 48.00" 30.50" 4841bs 43.83 Psf GE 40330GE & 40331GE 20 KW 33.00" 48.00" 30.50" 6001bs 43.83 Psf Briggs& Stratton 040243-0 SO KW 31.00" 32.00" 34.00" 430lbs 43.83 Psf Briggs & Stratton 040302-2 12 KW 33.75 " 50.00" 31.60" 507lbs 41.43 Psf EXP C 175 MPH & D 156 MPH Briggs & Stratton 040303-1 15 KW 33.7S" 49.00" 31.60" 5621bs 43.83 Psf EXP C 180 MPH & D 156 MPH Briggs & Stratton 040304-1 18 KW 33.75 " 49.00 " 31.60 " 568 lbs 44.00 Psi Briggs& Stratton 040305-1 20 KW 33.75" 49.00" 31.60" 5701bs 44.00 Psf Generac 7035, 7036,7037 16 KW 25.00" 48.00" 29 474Ps E%P C 186 MPH & D 156 MPH Generac 007039 & 007039 20 W 25.00" 48.00 1 20 4461bs 4744 Generac 007042&7043 22 KW 25.00"' 48.00" 29.00" 4661bs 1 47.44 Psf GENERATOR MOUNTING CONFIGURATION: GENERATOR GENERATOR ATTACHMENT BASE OR SIMPSON A24 ANGLE BRACE W/ (4) FIO SS 316 SELF -DRILLING SCREWS © TO GENERATOR GENERATOR (SEE CONCRETE PAD SCHEDULE FOR DIMENSIONS REQ IIRED)EIGHT 4. {32" WIDTH 54" LENGTH-} SIDE VIEW FRONT VIEW (SEE PAD SCANNED BY n C/`CT\ YGf1 St. Lucie County NOV 0 12019 ST. Lucie County, Permitting FILE Copy Wrff"ESIGN REOUIREMENTS (BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION (2017)) AT -GRADE SIGN METHOD ULTIMATE DESIGN WIND SPEED Vult =486mph- - - - - NOMINAL DESIGN WIND SPEED Vasd = 144 mph RISK CATEGORY = III INTERNAL PRESSURE COEF = N/A EXPOSURE CATEGORY = D WIND DIRECTIONALITY FACTOR Kd= 0.85 ENCLOSURE CATEGORY = N/A HEIGHT H = AT GROUND GUST EFFECT FACTOR = 0.85 PRESSURE AT HEIGHT H qh = 77.56 Ib/ft2 FORCE COEFFICIENT Cf = 1.44 WIND PRESSURE: P = qh G Cf = 56.80 Ib/ft2 (ASD) GENERAL NOTES ANCHOR TO PAD SCHEDULE. 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SUBSTRATE DESCRIPTION CONCRETE: (2)-3/8"0 TITEN HD (6000 PSI OR EQUIVALENT, MIN.) 2-3/4" FULL EMBED O CONCRETE, 3" MIN EDGE DISTANCE, 6" MIN. SPACING TO ANY ADJACENT ANCHOR. SIXTH EDITION(2017). 2. REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE CERTIFICATION ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. THE PLICAB LOAD REQUIREMENTS SHALL DETERMINED IN ACCORDANCE WITH THEAPPLICABLE BUILDING CODE SHALL BE LESS THAN ORHEREIN MR ATO NY DESIGN LYPRESSURESHOWN.D" CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY S SHOWN. 3. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. 4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL CLEARANCE. A MINIMUM DISTANCE FROM UNIT TO PAD EDGE IS SPECIFIED. 5. CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 125 KF 6. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL NOTES: VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR 1. ANCHOR QUANTIFY PER LONG SIDE TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS. 2. EMBEDMENT AND EDGE DISTANCE 7. RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT PART OF THIS EXCLUDES FINISHES, IF DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENTVARIES. APPLICABLE. a. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) 3. ENSURE MINIMUM EDGE DISTANCE SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE AS NOTED IN AN CHOR SCHG E�TDpU LE. EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 4. ENSURE MINIMUM SPQQ(JG.'COE COUNTY9. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS ANY ADJACENT USE OF CTOR,et al. ESS NNEER BY S. FOLLOW MANUFACTUREOS.AN REVIEW HARMLTHIS INDEMNIFIES Is FOR INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST &DAMAGES THIS INSTALLATION ISTRUCR9N5'F4� INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL INSTALL ANCHORS. FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT GENERATOR ATTACHMENT BASE, VARIES WITH MODEL SEE GENERATOR SPECS %" SIMPSON TITEN HD, - SEE ANCHOR SCHEDULE 2"x3"xs/e" GALV. STEEL WASHER I RUBBER VIBRATION PAD a%"THICK GALVANIZED \ WASHER& RUBBER VIBRATION PAD Z CONCRETE PAD - 6,000 PSI X LIGHTWEIGHT CONCRETE PAD CONCRETE MIX I 6,000 PSI N/ (I LIGHTWEIGHT \ MASTERFIBER MAC 300 CONCRETE MIX & ROAD MESH NOTES: FOAM CORE 1. Y DISTANCE DEPEND ON GENERATOR BASE LENGTH, NO LESS THAN 2". 2. X DISTANCE 3" FROM UNIT EDGE TO CUP. 3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH, NO LESS THAN ANCHOR REQUIREMENTS BLDG,- WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 10. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE CULL DATE: RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE 15 ELE RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS DATE• WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. PLUMB: 11 -��. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE DATE'_ � ARCHRECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE INTEOTTY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL MECH:� BE COORDINATED BY THE PERMITTING CONTRACTOR. 12. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC DATE: PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTNER DESIGN CRITERIA. THEY MAY VARY SUGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. - M ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO -. REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE /II INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSIALL4TION OF MATERIALS. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 13. EXCEPT AS D(PRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS i% OR AFFIRMATIONS ARE INTENDED. 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