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Home My WebLink AboutGENERATOR CONCRETE PADt.ENG�H \ \GL ` GENERATOR L7 Lu PAD THICKNESS TcZnMf'TOTr 1/TFTAI PAD DIMENSIONS: NRTE PAD GENERATOR = GENERATOR UNIT BY o . 'SEPARATE SUBMITTAL (SEE SCHEDULE FOR N MINIMUM WEIGHT "7 REQUIRED) 54"LENGTH - PLAN -VIEW CONCRETE PAD ROAD MESH MASTERFIBER 3" MIN MAC100 4" MIN GROUNDS ,;. 50" 54" AMERICAST GENERATOR CONCRETE PAD GENERATOR TABLE: (ON -GRADE APPLICATIONS ONLY) AMERICAST wrvw emerEraasnv mfl1. .•EfAD19�IN.�RIOK:' FMIAXY'^:.252362 LILMNSEZ994 01S7 53M Pdmene Are, Foot Pierm. FL 3012- Td: 772-971-1951 F- 77246"M EMM 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 Psf 170 MPH 39.09 Psf 47.44 Psf 180 MPH 43.83 Psf 53.19 Psf BROWARD 156 MPH 32.92 Psfj 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 144.69 Psf 175 MPH 141.43 Psf 50.28 Psf 1 186 MPH 46.80 Psf 56.80 Psf BRAND & MODEL CAPACITY WIDTH LENGTH HEIGHT WEIGHT ALLOWABLE PRESSURE COMMENTS Generac 005871 & 005883 10 KW 25.00 " 48.00 " 29.00 " 387 Ibs 41.43 Psf EXP C 175 MPH 6 D 156 MPH Generac 005872 & 005884 14 KW 25.00 " 48.00 " 29.00 " 439 Ibs 47.44 Psf EXP C 186 MPH & D 156 MPH Generac 6459, 6461, 6462 16 KW 25.00 " 48.00 " 29.00 " 513 Ibs 47.44 Psf Generac 006721 16 KW 25.00 " 48.00 " 29.00 " 448 Ibs 47.44 Psf Generac 005873 & 005885 17 KW 25.00 " 48.00 " 29.00 " 455 Ibs 47.44 Psf Generac 005874 & 005986 17 KW 25.00 " 48.00 " 29.00 " 421 Ibs 47.44 Psf Generac 005875 & 005887 20 KW 25.00 " 48.00 " 29.00 " 451 Ibs 47.44 Psf Generac 006729 & 006730 20 KW 25.00 " 48.00 " 29.00 " 516 Ibs 47.44 Psf Generac 006551 & 006552 22 KW 25.00 " 48.00 " 29.00 " 526 Ibs 47.44 Psf Kohler 14RES & 20RES 14-20 KW 26.00 " 48.00" 29.00 " 500 Ibs 47.44 Psf GE 40323GE & 40324GE 13 KW 35.00 " 39.40 " 39.00 " 540 Ibs 39.09 Psf EXP X C 170 MP' H&D156MPH GE 04038215KW 15 KW 33.00 " 48.00 " 30.S0 " 484 Ibs 43.83 Psf EXP C 180 MPH & D 156 MPH -GE-04037817KVV -17-KW 3.00-"- 48-.00-"- -3(L50"- 841bs 43.83-Psf- GE 40330GE & 40331GE 20 KW 33.00 " 48.00 " 30.50 " 600 Ibs 43.83 Psf Briggs & Stratton 040243-0 10 KW 31.00 " 32.00 " 34.00 " 430 Ibs 43.83 Psf Briggs & Stratton 040302-2 12 KW 33.75 " S0.00 " 31.60 " 507 Ibs 41.43 Psf EXP C 175 MPH & D 156 MPH Briggs & Stratton 040303-1 15 KW 33.75 " 49.00" 31.60 " 562 Ibs 43.83 Psf EXP C 180 MPH & D 156 MPH Briggs & Stratton 040304-1 18 KW 33.75 " 49.00 " 31.60 " 568 Ibs 44.00 Psf Briggs & Stratton 040305-1 20 KW 33.75 " 49.00 " 31.60 " 570 Ibs 44.00 Psf Generac 7035, 7036, 7037 16 KW 25.00 " 48.00 " 29.00 " 406 Ibs 47.44 Psf EXP C 186 MPH & D 156 MPH Generac 007038 & 007039 20 KW 25.00 " 48.00 " 29.00 " 448 Ibs 47.44 Psf Generac 007042 & 7043 1 22 KW 25.00 " 48.00 " 29.00 " 466 Ibs 47.44 Psf GENERATOR MOUNTING CONFIGURATION: GENERATOR ATTACHMENT BASE OR SIMPSON A24 ANGLE BRACE W/ (4) #10 SS 316 SELF -DRILLING SCREWS T TO GENERATOR Q (SEE GENERATOR SPECS) I I- GENERATOR (SEE CONCRETE PAD Lu w SCHEDULE FOR DIMENSIONS & WEIGHT = REQUIRED) 4" EL �--32" WIDTH+ }54" LENGTH+ m SIDE VIEW FRONT VIEW 0 `u 0 V THICK GALVANIZED WASHER& RUBBER VIBRATION PAD CONCRETE PAD 6,000 PSI LIGHTWEIGHT CONCRETE MIX ANCHOR TO PAD SCHEDULE: SUBSTRATE DESCRIPTION CONCRETE: (2)-3/8" 0 TITEN HD (6000 PSI OREQUIVALENT, MIN.) 2-3/4' FULL EMBED 0 CONCRETE, 3" MIN EDGE DISTANCE, 6" MIN. SPACING TO ANY ADJACENT ANCHOR. I SCANNED By I I WIND DESIGN REQUIREMENTS- (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 = 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 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 A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE DESIGN PRESSURE "ASD" CAPACITY VALUES LISTED HEREIN FOR ANY NOTES: ASSEMBLY AS SHOWN. 1. ANCHOR QUANTITY PER LONG SIDE 3. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS 2. EMBEDMENT AND EDGE DISTANCE STATED HEREIN. _.EXCLUDES_EINISHES,_IF 4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL -A -MINIMUM -DISTANCE -PAD APPLICABLE. CLEARANCE. FROM UNIT TO EDGE IS SPECIFIED. 3. ENSURE MINIMUM EDGE DISTANCE S. 6. CALCULATIONS MADE.. I US NG LIGHTWEIGHT CONCRETE 125 PCF THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL AS NOTED IN ANCHOR SCHEDULE. VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR 4. ENSURE MINIMUM SPACING TO TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS. ANY ADJACENT ANCHORS. 7. RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT PART OF THIS S. FOLLOW MANUFACTURER'S DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES. INSTALLATION INSTRUCTIONS TO B. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY INSTALL ANCHORS. 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 & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM M-T GENERATOR IAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT ATTACHMENT BASE, WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM VARIES WITH MODEL DEVIATIONS OF THIS PLAN. SEE GENERATOR SPECS 10. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL GENERATOR %e' SIMPSON TITEN HD, ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS SEE ANCHOR SCHEDULE RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE 2"x3"x3/e" GALV. STEEL PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WASHER WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS RUBBER VIBRATION PAD WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. 11. 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. Z 12. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC CONCRETE PAD < in PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON 6,000 PSI „I - CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS LIGHTWEIGHT X CONCRETE MIX j j jj j jjj j jj j j jj j j j// �I1 aOR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS R ILLUSTRATE DESIGN FORCES AND OTHER DESIGN VARY CRITER ATHEY MAY ` MASTERFIBER MAC 100 /j///j//j///j///j// SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN, WORK SHALL BE FIELD VERIFIED BY %/////� OTHERS PRIOR TO CONSTRUCTION. & ROAD MESH /j% ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE 2" INFORMATION PRIOR TO MODIFICATION OF EXISTIN FOAM CORE G F IELD CONDITION. NOTES: AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR 1. Y DISTANCE DEPEND ON GENERATOR BASE LENGTH, NO LESS THAN 2". ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR 2. X DISTANCE 3" FROM UNIT EDGE TO CLIP. CERTIFICATION. 3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH, NO LESS THAN 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS ANCHOR REQUIREMENTS OR AFFIRMATIONS ARE INTENDED. VK L. BENNAFPO, P.E. 0046549 03;� CMECKED,C Fl7NG P.E. APPE5R5 BELOW RDON M DIBATTISTO, P.E. NATURE ON SHEET 1, THIS EET IS PART OF A DIGITALLY MED FILE, SHALL REMAIN IN iITAL FORMAT, & PRINTED PIES OF THIS DOCUMENT E NOT CONSIDERED SIGNET D SEALED. IF THERE IS NO :ITAL SIGNATURE ON SHEET 1 THIS SHEET DOES NOT NTAIN AN ENGINEER'S [GINAL SIGNATURE & SEAL, U ID N Z o 'T 0 uJ � M V, w 0 WUJ U'U) W X �A WTI' O Lu Lu S�Fi �wax Z I- > U R Lu l.J '<Q W w0 II1,11. OLmoz+z~ W W O N -1m w W U O,4UJ'0- � UL 0 U) ct = oLu uj W w � Q rn Q z O d- 0 J ~ LLI C7 O Z LU Q LL Ln Q_ 0 . ri- Y x N I- NM -x U Lu 1 w Wp W cc) 00 2 0 LU a�ri ozu g C cn O [� W .. z Q m Y � � W ti m Ln Lu Q a d O W a a OJ � NOZZ CI g�gCF z Y.n W co[O R. U O = U J J OwpF zog 0 0 O oizo¢ o�5g wWw== w �oW 0 co w Qo w'o-�z Y w o > >zc�iy� K Q U oC o m g w w Noi2 z 0 N -1a31. COPYRIGHT ENGINEERING EXPRESS e 17-3961.1 SCALE: NTS UNLESS NOTED OF