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Home My WebLink AboutGENERATOR CONCRETE PADs, AMERICAST GENERATOR CONCRETE PAD r�(LC9°'i'0 a XL. BENNARO�P.E. `SF, Q1O PE 00 y r GENERATOR I- \ �� w \p i°4,0 PAD THICKNESS ?PO `ENGtN ISOMETRIC VIEW PAD DIMENSIONS: GENERATOR TABLE: GENERATOR GENERATOR UNIT BY SEPARATE SU BMITTAL (SEE SCHEDULE FOR MINIMUM WEIGHT REQUIRED) 54" LENGTH --1 PLAN VIEW CONCRETE PAD ROAD MESH MASTERFIBER-� MAC - 100 3" MIN � �-' A" MIN - GROUND� - - �J17� 2" MIN 501, 54"--: (ON -GRADE APPLICATIONS ONLY) AUP3��" �'.ImP1•S 5 •aTentoy UCIZRIZ FEOTAxam-crzw ucEs�aswamsarm HVHZ ORNON-HVHZ COUNTY RISK EXPOSURE(EXP) RISK EXPOSURE (EXP) RISK EXPOSURE(EXP C D II C I D III, IV - C D P. BEACH 150 MPH 30.44 Psf 36.94 Psf 170 MPH 39.09 Psf 147.44 Psf 180 MPH 43.83 Psf 53.19 Psf BROWARD 156 MPH 32.92 Psf 139.95 Psf 1170 MPH 139.09 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 LEN HEIGHT WEIGHT - ALLOWABLEGTH PRESSURE COMMENTS Generac 005871 & 005883 30 KW 25.00 " 48.00 " 29 00' 3871bs 41.43 Psf EXP C 175 MPH & 0156 MPH Generac 005872 & 005884 14 KW 25.00" 48.00" 29.00"' 439lbs 47.44 Psf EXP C 186 MPH & D L56 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" 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" 421lbs 47.44 Psf Generac 005875 & 005887 20 KW 25.00" 48.00" 29.00" 451lbs 47.44 Psf Generac 006729 & 006730 20 KW 25.00" 48.00" 29.00" Sl61hs 47.44 Psf Generac 006551 & 006552 22 KW 25.00" 48.00" 29.00" 526lbs 47.44 Psf Kohler 14RES&20RE5 14-20 KW 26.00" 48.00" 29.00" 500lbs 47.44 Psf GE 40323GE & 40324GE 13 KW 35.00" 39.40" 39.00" 5401bS 39.09 Psf EXP C 170 MPH & D L56 MPH GE 040382 ISKW 15 KW 33.00" 48.00" 30.50" 4841hs 43.83 Psf EXP C180 MPH &D 156 MPH GE 04037817KW 17 KW 33.00" 48.00" 30.50" 484lbs 43.83 Psf GE 40330GE&40331GE 20 KW 33.00" 49.00" 30.50" 600lbs 43.83 Psf Briggs& Stratton 040243-0 10 KW 31.00" 32.00" 34.00" 4301bS 43.83 Psf Briggs & Stratton 040302.2 12 KW 33.75" 50.00" 31.60" 507lbs 41A3 Psf EXP C 175 MPH & D -56 MPH Briggs &Stratton 040303-1 15 KW 33.75" 49.00" 31.60" 562lbs 43.83 Psf EXP C 190 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" 570lbs 44.00 Psf Generac 7035, 7036, 7037 1 16 KW 25.00" 48.00" 29.00" 406lbs 47.44 Psf EXPC 186 MPH&D 156 MPH GeneracOW038&007039 20 KW 25.00" 48.00" 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 VI/ (4) #10 SS 316 SELF -DRILLING OE SCREWS r- �- _ T_ _ TO GENERATOR I GENERATOR LD .U. (SEE CONCRETE PAD _ = SCHEDULE FOR It DIMENSIONS & WEIGHT REQUIRED) 4� i n� I --32" WIDTH f-54" LENGTH SIDE VIEW FRONT VIEW FILE COPY I SUBSTRATE DESCRIPTION I (2)-3/8"0 TITEN HD OR EQUIVALENT, 2-3/4" FULL EMBED O CONCRETE, 3" MIT EDGE DISTANCE, 6" IIN. SPACING TO AN' ADJACENT ANCHOR. DATE: ND�_ 1. ANCHOR QUANTITY PER LONG SIDE MECHz UUW=FNT AND EDGE. DISTANCE EXCLUDES FINISHES, IF DATE: APPI iren LE. 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 GENERATOR L9 SON CTE SEE ANCHNCHS OR SCHEDULEDULE I 2'z3'z3,'a" GALV. STEEL \ I WASHER RUBBER VIBRATIONAD (SEE GENERATOR SPECSV-, 3s"THICK GALVANIZE \ \ WASHER& RUBBER / \ I� VIBRATION PAD/ I Z � CONCRETE PAD - 6,000 PSI CONCRETE PAD . ' \r- X CONCRETE MIX ` 6,000 PSI I LIGHTWEIGHT FIAST-eRFIBER MAC 100 -/ CONCRETE MIX & ROAD MESH NOTES: FOAM CORE 1. Y DISTANCE DEPEND Oil 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 a WIND DESIGN REQUIREMENTS_ (BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION (2017)) AT -GRADE SIGN METHOD ULTIMATE DESIGN WIND SPEED VDIt = 196 mph NOMINAL DESIGN WIND SPEED Vasd = 144 mph RISK CATEGORY = III INTERNAL PRESSURE COEF = WA 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/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 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 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. S. CALCULATIONS MADE'USING LIGHTWEIGHT CONCRETE 125 PCF 6. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL VEGETATION, STUMPS, 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 OF THIS DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES. S. 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 & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTIN G FROM MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 10. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. 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. 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. 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 TOdLLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY I v 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 TO �� -i REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIORTO MODIFICATION OF SCANNED EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR ADDITIONS i�V TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. St. Lucie Countv 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED, 01; 04J20V U1NK L BENNARDO, F.E. 146549 SLID FOR I� PERMS ITOMLy Uj. OTICE: IF THIS SHEET DDE CT CONTAIN AN ORIGINAL IGNATURE & ENGINEER SE 'THERE IS A DIGITAL IGNATURE ON SHEET 1, THIS 1EET IS PART OF A DIGTrI IGNED FILE, SHALLREMAIN If WIFACFORMAT, 9 PRINTED OPIES OF THIS DOCUMENT RE NOT CONSIDERED SIGN ND SEALED. IF THERE IS NO IGITAL SIGNATURE ON SHEET R THIS SHEET DOES NOT DWAIN AN ENGMEERS U 0 N Z �v _ IT 0 a wMmus �(jJ �r-" 2;wU A W� V�wSaNm WW LLU) XWu Z O =P02x QW ---Z O. t- r>Q'C'z wx c�a 5a W ow�o OL m yu:4 . W W x m i w w ON J^w.ZU Ibj/ O wP0 E w 7 w Z U)�axw OLL 1 17-3961.1 1