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Home My WebLink AboutCONCRETE PAD - GENERATOR\ \ GENERATOR l7 ' PAD THICKNESS AMERICAST GENERATOR CONCRETE PAD (ON -GRADE APPLICATIONS ONLY) Al ERMAST •MAD]2IN'A]ffiilOAf' FSD TAXR.10.pfDp IICBNT84RWOoip161 pW PY�n¢r A"e. Ron RemAR )Isp ]ll. fr19f419A Foc 9pH6{O.WD F]NII: YInG�...eeF. mm...eM,1eNMMIRwA".i�. HVHZ OR NON-HVHZ RISK EXPOSURE (EXP) RISK EXPOSURE (EXP) I RISK I EXPOSURE EXP COUNTY I C I D II C D III, IV C D P. BEACH 150 MPH 30.44 PSI 36.94 Psf 170 MPH 39.09 PSI 47.44 Psf 18; 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-DADE 165 MPH 36.83.PSf 44.69 PSf 175 MPH 41.43 PSI 50.28 Psf 186 MPH 146.80 Psf 156.80 Psf ISOMETRIC VIEW PAD DIMENSIONS: GENERATOR GENERATOR UNIT BY SEPARATE SUBMITTAL (SEE SCHEDULE FOR MINIMUM WEIGHT REQUIRED) 54" LENGTH -� PLAN VIEW CONCRETE PAD ROAD MESH MASTERFIBER 3" MIN MAC100 --,V-4" MIN 50" GENERATOR TABLE: BRAND &MODEL CAPACITY WIDTH LENGTH HEIGHT WEIGHT ALLOWABLE PRESSURE COMMENTS Generac 005871 & 005883 10 KW 25.00" 49.00" 29.00" 387lbs 41.43 PSf EXP C 175 MPH &D156 MPH Generac 005872 & 005884 14 KW 25.00" 48.00" 29.00" 439lbs 47.44 Psf EXP C 186 MPH & D 156 MPH Generac 6459, 6461, 6462 16 KW 25.00" 48.00" 29.00" 513lbs 47.44 Psf Generac 006721 16 KW 25.00" 48.00" 29.00" 448lbs 47.44 Psf Generac 005873 & 005885 17 KW 25.00" 48.00" 29.00" 455lbs 47.44 Psf Generac 005874 & 005886 17 KW 25.00 " 48.00 " 29.00 " 421 Ibs 47.44 Psf Generac 005875 & 005897 20 KW 25.00" 48.00" 29.00" 451lbs 1 47.44 Psf Generac 006729 & 006730 20 KW 25.00" 48.00" 29.00" 47.44 Psf Generac 006551 & 006552 22 KW 25.00" 48.00" 29.00" 47.44 Psf Kohler 14RES&20RES 14-20 KW 26.00" 48.00" 29.00" 47A4 Psf GE 40323GE & 40324GE 13 KW 35.00" 39.40" 39.00" 39.09 Psf EXP C 170 MPH &D156 MPH GE 04038215KW 15 KW 33.00" 48.00" 30.50" M4841bs 43.83 Psf EXP C 180 MPH & D 156 MPH GE 04037817KW 17 KW 33.00" 48.00" 30.50" 43.83 Psf GE 403306E&40331GE 20 KW 33.00" 48.00" 30.50" 43.83 Psf Briggs& Stratton 040243-0 10 KW 31.00" 32.00" 34.00" 43.83 Psf Briggs & Stratton 040302-2 12 KW 33.75 " 50.00" 31.60 " 41.43 Psf EXP C 175 MPH & D 156 MPH Briggs & Stratton 040303-1 15 KW 33.75" 49.00" 31.60" 562lbs 43.83 Psf EXP C 180 MPH & D 156 MPH Briggs & Stratton 040304-1 18 KW 33.75 " 49.00" 568lbs 44.00 Psf Briggs & Stratton 040305-1 20 KW 33.75" 49.00" 570lbs 44.00 Psf Generac 7035, 7036, 7037 16 KW 25.00" 48.00" E466lbs 406lbs 47.44 Psf EXP C 186 MPH & D 156 MPH Generac 007038 & 007039 20 KW 25.00" 48.00" 448lbs 47.44 Psf Generac 007042&7043 22 KW 25.00" 48.00" 47.44 Psf GENERATOR MOUNTING CONFIGURATION: GENERATOR GENERATOR ATTACHMENT BASE OR SIMPSON A24 ANGLE BRACE W/ (4) #10 SS 316 SELF -DRILLING SCREWS TO GENERATOR GENETOR (SEE ONCRETE PAD SCHEDULE FOR DIMENSIONS & WEIGHT REQUIRED) 4" }--32" WIDTH �54" LENGTH SIDE VIEW FRONT VIEW (SEE RECEIVED 1 MAR 18 .9 ST. Lucie County, Permitting ANCHOR TO PAD SCHEDULE: 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. NOTES: 1. ANCHOR QUANTITY PER LONG SIDE 2. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. 3. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. 4. ENSURE MINIMUM SPACING TO ANY ADJACENT ANCHORS. S. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS TO INSTALL ANCHORS. GENERATOR ATTACHMENT BASE, VARIES WITH MODEL SEE GENERATOR SPECS 3/e" SIMPSON TITEN HD, SEE ANCHOR SCHEDULE 2"x3"x3/a" GALV. STEEL - WASHER RUBBER VIBRATION PAD - 1%" THICK GALVANIZED WASHER& RUBBER VIBRATION PAD Z CONCRETE PAD - 6,000 PSI X LIGHTWEIGHT CONCRETE PAD CONCRETE MIX 6,000 PSI `\, ` LIGHTWEIGHT MASTERFIBER MAC 100 J 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 CLIP. 3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH, NO LESS THAN ANCHOR REQUIREMENTS t- 2„--t WIND DESIGN REOUIREMENTS (BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION (2017)) AT -GRADE SIGN METHOD ULTIMATE DESIGN WIND SPEED Vult = 186 mph NOMINAL DESIGN WIND SPEED Vasd = 144 mph RISK CATEGORY = III INTERNAL PRESSURE COEF 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 = 56.801b/R2 (ASD) GENERAL NOTES 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017). 2. REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED O USE WITH FOR Q THIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE CERTIFICATION ON P SUE-SPECIFIC UES EOFlC BASIS IN ACCORDANCE S DE THE GOVERNING CODE. THE P APPLICABLE LOAD REQUIREMENTS A- DETERMINED IN ACCORDANCE WITH THEAPPLICABLE BUILDING CODE SHALL BE LESS THAN ORHEREIN FOR THE DESIGN PRESSURE "ASD" CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 3. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. 4. UNITS MUST BE CENTERED PAD WITH OPPOSES SIDEHAVING EQUAL CLEARANCE. A MINIMUM DISTANCE FROM UNIT TO PAD EDGE IS SPECIFIED. 5. CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 1PCF S. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HA HAVE ALL VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR TO INSTALLATION ID COMPACTED SOIL AS VERIFIED BY OTHERS. ]. RESISTADOCUMENT AS SOIL CHARING FT E PADCHARACTERISTICS ONTHE GROUND ISPAD PLACEMENT NOT VARIES. . THIS DOCUMENT A$ SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES. 8. ELECTRICAL GROUND, WHEN REQUIRED, TO (C DESIGNED & INSTALLED BY OTHERS. ALL MECHANICAL MANUFACTURER ECOMSPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL S AS PER MANUFA OF THE RECOMMENDATIONS AND ARE THE EXPRESS RSEAL AFFIXED OF THE CONTRACTOR. 9. ENGINESHOWN ONLY. AFFIXED HERETO VALIDATESYCONTUACTOR, DESIGN AS NDEMN ONLY. USE SAVES HARMLESSTHIS THIS ION ENGINE R CONTRACTOR, COT al. INDEMNIFIES GSAVES HARMLESS THIS ENGINEER FOR FROM M T &DAMAGE! INCLUDING LEGAL FEES &APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, STATE, FEDERAL L CODE & BEYOND THAT WHICH IS CALLED FOR A LOCAL, STATE, &FEDERAL CODES &FROM DEVIATIONS OF THIS PLAN. 10. WATER -TIGHTNESS OF EXISTINGU FINISHES SHALL BE THE FULL ENSURE THAT OFTHE INSTALLINGCONTRACTOR. CONTRACTORWATERPROOFING MEMBRANE SHALL ENSURETHAT ANY REMOVED OR ALTERED INSTALLATION OF STRUCTURE MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF RESPONSIBLE RE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPRGHTNE OR LEAKAGE ISSUES WHICH MAY OCCUR AS CONTRACTOR. CTOR. 55 SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. 11. THEROLEANDOF IS NOT EER FOR GINEER CF PROJECT ONSEQS THAT OF ENTLY, HE ALTY ENGINEERANDNOTTHE ENGINEEROFRECORD. PONSIBLEMR THE ARCHITECT/ENGINEERPO RECORD SHALL T RESPONSIBLE FOR THE INTEGRITYOORD NA ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR. 12. THIS UME.IISGENERIC AND DOES NOT PERTAINANY SPECIFIC PROTECTCTSEE. INFORMATION CONTAINED HEREIN IS BASED ON COEMOT BE DATA AND MEASUREMENTS. ENGINEERING ERRONEOUS SHALL NOT A HELD RESPONSIBLE M NT S. D IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY WO SLY, BE MUST REMAIN WITHIN THE S PRIOR SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE D AND GIVEN AN OPPORNN[tt TO REEVALUATE OUR WORK UPON DISCOVER Y OF ANY INACCURATE INFORMATION IONPRIORAN O MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR ADDITIONS THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 13. IXCEFT AS EXPRESSLY PROVIDED HEREIN, NO ADG�i)J(JA�fI�T(TJGOyONS R IRMATIONS ARE INTENDED J(�H1V'Mt� FRANK L. BE ARDO, P.E. PE# 0046549 03�� 018 6uRCM1FD, vnnm NF. uvuvzemv GORDON M. DIB TUSTO, P.E. 8232E VALID tj22 ONYUNI CONTAIN SHEETINA NOT CONTAIN AN ORIGINAL SIGNATURE & ENGINEER SEAI IF THERE IS A DIGITAL SHEET IS EON SHEET G THIS SHEET IS PART HA A REMAIN LY IN SIGNED FILE, SHALL REMAIN IN DIGITAL FORMAT, & PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED EIGNE AN ENGINEER'S y N oa _ o a:® HmPVi0 SwU� W I11 LLU) r.Xwrt Uhl 0~>LU QW w 7 Z� oLm WWcNo Oww Oti W m°pZ Un 'MP.z W. o N ai ko ] =obi _ ffln Zwgio� o qo�w ?2ow� 3�H�fu 8 �E� 17-3961.1 1