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HomeMy WebLinkAboutGENERATOR CONCRETE PADAMERICAST GENERATOR CONCRETE PAD (ON -GRADE APPLICATIONS ONLY) REVIEWED FOR GENERATOR �r ' I PAD THICKNESS ISOMETRIC VIEW PAD DIMENSIONS: CONCRETE PAD GENERATOR F s GENERATOR UNIT BY 9 SEPARATE SUBMITTAL g (SEE SCHEDULE FOR MINIMUM WEIGHT REQUIRED) 54"LENGTH PLAN VIEW CONCRETE PAD ROAD MESH MASTERFIBER 3" MIN MAC100 �4" MIN SO" GENERATOR TABLE: AMERICAST •Jvwa�a4A,•ro,n,., nBwAealazelwr F�rAxommvn uDBNFBA. 300W19 SIN PUvmrAw FRN Nr�ev. R )19D HVHZ OR NON-HVHZ RISK EXPOS URE(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 Psf 170 MPH 39.09 Psf 47.44 Psf 186 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 Psf 50.28 Psf 186 MPH 46.80 Psf 56.80 Psf BRAND &MODEL CAPACITY WIDTH LENGTH HEIGHT WEIGHT ALLOWABLE PRESSURE COMMENTS Generac 005871 & OOSS83 30 KW 25.00" 48.00" 29.00" 387lbs 41.43 Psf EXP C 175 MPH & D 156 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" 5131bs 47.44 Psf Generac 006721 16 KW 25.00" 48.00" 29.00" 4481bs 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 lbs 47.44 Psf Generac 005875 & 005887 20 KW 25.00" 48.00" 29.00" 451lbs 47.44 Psf Generac OG6729 & 006730 20 KW 25.00" 48.00" 29.00" 516lbs 47.44 Psf Generac 006551 & 006552 22 KW 25.00" 18.00" 29.00" 526lbs 47.44 Psf Kohler 14RES&20RE5 14-20 KW 26.00" 48.00" 29.00" SOOIbs 47.44 Psf GE 403236E&40324GE 13 KW 35.00" 39.40" 39.00" 540lbs 39.09 Psf EXP C 170 MPH &D156 MPH GE 04038215KW 15 KW 33.00" 48.00" 30.50" 484lbs 43.83 Psf EXPC 180 MPH &D 156 MPH GE 04037817KW 17 KW 33.00" 48.00" 30.50" 484lbs 43.83 Psf GE 403306E&40331GE 20 KW 33.00" 48.00" 30.50" 600lbs 43.83 Psf Briggs& Stratton 040243-0 10 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 33.75" 49.00" 31.60" 562Ibs 43.83 Psf EXP C 180 MPH & D 156 MPH Briggs &Stratton 040304-1 18 KW 33.75" 49.00" 31.60" 568lbs 44.00 Psf 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" 29.00" 4061bs 47.44 Psf EXP C 186 MPH &D 156 MPH Generac 007038 & 007039 20 KW 25.00" 49.00" 29.00" 448lbs 47.44 Psf Generac 007042&7043 22 KW 25.00" 48.00" 29.00" 466lbs 47.44 Psf GENERATOR MOUNTING CONFIGURATION: GENERATOR ATTACHMENT BASE OR SIMPSON A24 ANGLE BRACE W/ (4) #10 SS 316 SELF -DRILLING SCREWS © TO GENERATOR (SEE GENERATOR TOGEE RATOR II(SEE 0 CONCRETE PAD SCHEDULE FOR DIMENSIONS & WEIGHT I REQUIRED) llll 4n �32" WIDTH I 54" LENGTH SIDE VIEW FRONT VIEW GENERATOR C®DE COMPLIANCE ST. LUCIE COUNTY,, �Fo BOCC Q°�, �Fa .s eel File Copy `c 7O� oC� 1-;ll ANCHOR TO PAD SCHEDULE: SUBSTRATE DESCRIPTION CONCRETE: (2)-3/8"0 TITEN HD (6000 PSI OR EQUIVALENT, MIN.) 2-3/4" FULL EMBED 0 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. 5. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS TO INSTALLANCHORS. GENERATOR ATTACHMENT BASE, VARIES WITH MODEL SEE GENERATOR SPECS 3'e" SIMPSON TITEN HD, SEE ANCHOR SCHEDULE 2"x3"x3/e" GALV. STEEL - WASHER RUBBER VIBRATION PAD - a/4"THICK GALVANIZED WASHER&RUBBER / VIBRATION PAD Z CONCRETE PAD - En 6,000 PSI CONCRETE PAD X 6PSI LIGHTWEIGHT CONCRETE MIX /;'; /i '!/%; j%• j/ ji' LIGHTWEIWEI GHT MASTERFIBER MAC 100 CONCRETE MIX & ROAD MESH �2"� NOTES: FOAM CORE 1. Y DISTANCE DEPEND ON GENERATOR BASE LENGTH, NO LESS THAN 2". /I p'�R�^ 2. X DISTANCE 3" FROM UNIT EDGE TO CLIP. SGAN 3. 2 DISTANCE DEPEND ON GENERATOR BASE WIDTH, NO LESS THAN EtorLwTJI ANCHOR REQUIREMENTS _ ft� WIND DESIGN REOUIREMENTS (BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION (2017)) AT -GRADE SIGN METHOD ULTIMATE DESIGN WIND SPEED VUIt = 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 = 56.80 Ib/tt2 (ASO) 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 FOR USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE CERTIFICATION ON JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WM THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE DESIGN PRUSURE'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 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 PCF 6. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL VEGETATION, STAMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS. 7. RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT PART OFTHIS _ DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES. 8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 9. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGE: NCLUDING LEGAL FEES &APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAI WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES Is FROM DEVIATIONS OF THIS PLAN. 10. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING COMPACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS 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 WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. 22. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE ARCHITECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR. 12. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC 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 OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TC REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. TANK L BENNARDO, P.E. E# OD46549 03/�J 018 i,Po¢am. ce a.curues earn ORDON M I ATRSTO, P.E. ATURE ON SHEET 1, THIS T IS PART OF A DIGITALLY ED FILE, SHALL REMAIN IN PAL FORMAT, & PRINTED IES OF THIG DOCUMENT NOT CONSIDERED SIGNE[ SEALED. IF THERE IS NO rAL SIGNATURE ON SHEET 1 ORIGINAL SIGNATURE & SEAL. THIS SHEET 0 A COPYYDRAFT 6,J N Z O ® W m vi 0 z- UWl OU m i Lij Otm'xUim WL11itJ LLUi ..Xwm Zr O " E-, rw><X2,< 19a g¢Wewuo 0, Do zx TEE ti WONW Oy -, ^^ .Ow . u O a@tiH IN c! .z 0 LU %D 0 O � G�o< a gg H ra§ MIE 0PYADGHT XPRI 17-3961.1