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Home My WebLink AboutCONCRETE PAD/ / \ \ \ GENERATOR ,F \ PAD THICKNESS \ i PAD DIMENSIONS: CONCRETE PAD -� GENERATOR - GENERATOR UNIT BY SEPARATE SUBMITTAL (SEE SCHEDULE FOR MINIMUM WEIGHT REQUIRED) 54" LENGTH -+ PLAN VIEW CONCRETE PAD ROAD MESH ASTERFIBER 3" MIN MACloO __j_4" MIN 54" AMERICAST GENERATOR CONCRETE PAD GENERATOR TABLE: (ON -GRADE APPLICATIONS ONLY) AMERICAST I RECEIVED RlarifdAR •aaA1DBQT"'�'°"'' J0 TEDTAxFmmva'! I3 QEN>$4f4}56 w FAN 7ui9 ST. Lucie COuntyLPermilting HVHZ OR NON-HVHZ RISK EXPOSURE (EXPI 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 PSI 47.44 PSf 180 MPH 43.83 Psf 53.19 Psf BROWARD 156 MPH 32.92 Psf 39.95 Psf 170 MPH 31.09 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 & 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" 48.0D" 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" 513 lbs 47.44 Psf Generac 006721 16 KW 25.00" 48.00" 29.00" 448 lbs 47.44 Psf Generac 005873 & 005885 17 KW 25.00" 48.00" 29.00" 455 lbs 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" 4511hs 47.44 Psf Generac 006729 & 006730 20 KW 25.00" 48.00" 29.00" 516lbs 47.44 PSf Generac 006551 & 006552 22 KW 25.00" 48.00" 29.00" 526lbs 47.44 Psf Kohler 14RE5&20RES 14-20 KW 26.00" 48.00" 29.00" 5001bs 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" 484 lbs 43.83 PSf EXP C 180 MPH &D156 MPH GE04037817KW 17 KW 33.00" 48.00" 30.50" 484 lbs 43.83 Psf GE 403306E&40331GE 20 KW 33.00" 48.00" 30.50" 600 lbs 43.83 Psf Briggs& Stratton 040243-0 10 KW 31.00" 32.00" 34.00" 430Ibs 43.83 Psf Briggs & Stratton 040302-2 12KW 33.75" 50.00" 31.60" 507lbs 1 41.43 Psf IEXPC 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" 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" 406 lbs 47.44 Psf EXP C 186 MPH & D 156 MPH Generac 007038 & 007039 20 KW 25.00 " 48.00 " 29.00" 448 lbs 47.44 Psf Generac 007092&7043 22 KW 25.00" 48.00" 29.00" 466 lbs 47.44 Psf GENERATOR MOUNTING CONFIGURATION: GENERATOR GENERATOR ATTACHMENT BASE OR SIMPSON A24 ANGLE BRACE W/ (4) #10 SS 316 SELF -DRILLING T F 4- SCREWS TO GENERATOR (SEE GENERATOR SPECS) a%"THICK GALVANIZED 2 I = GENERATOR I W"VIBRATIONBBERPAD (SEE CONCRETE PAD .�. SCHEDULE FOR DIMENSIONS & WEIGHT REQUIRED) e �-32" WIDTH 54" LENGTH oI SIDE VIEW FRONT VIEW CONCRETE PAD 6,000 PSI LIGHTWEIGHT CONCRETE MIX ANCHOR TO PAD SCHEDULE: SUBSTRATE DESCRIPTION CONCRETE: (2)-3/8.0 MEN HD (6000 PSI OR EQUIVALENT, MIN.) 2-3/4' FULL EMBED 0 CONCRETE, 3" MIN EDGE DISTANCE, 6" IN. SPACING TO ANY AWACENTANCHOR. 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 INSTALL ANCHORS. GENERATOR ATTACHMENT BASE, VARIES WITH MODEL SEE GENERATOR SPECS fie" SIMPSON TITEN HI SEE ANCHOR SCHEDUL Yx3'x3/e° GALV. STEEL WASHER RUBBER VIBRATION PAD CONCRETE PAD 6,000 PSI LIGHTWEIGHT X CONCRETE MIX MASTERFIBER MAC 100 & 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 M T t SCANNED BY St, Lucie Cnunty L. BENNARDO, P.E. 46549 018 rF0. V.L4fEV689p N M. DI A STO, P.E. e: IF TH SHEET DOES )NTAIN AN ORIGINAL iURE 8 ENGINEER BEA :E IS A DIGITAL URE ON SHEET 1, THIS IS PART OF A DIGITALLY i FILE. SHALL REMAIN IN ARE NOT CONSIDERED SIGNED AND SEALED. IF THERE IS NO WIND DESIGN REQUIREMENTS: NOST EETI ORT S SHEET DOEON Co"" AN ENGINEER'S ORIGINAL SIGNATURE &SEAL. (BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION (2017)) TMIS SHEET IS A COW ORAFT. AT -GRADE SIGN METHOD rr(nT 0ULTIMATE DESIGN WIND SPEED Vult = 186 mph U O Q NOMINAL DESIGN WIND SPEED VasA = 144 mph M RISK CATEGORY = III INTERNAL PRESSURE COEF = N/A ® W M u Z EXPOSURE CATEGORY = D WIND DIRECTIONALITY FACTOR KD= TFT� LL Iil H M $ w OLI m 0.85 Wr^ U�LLmslAm ENCLOSURE CATEGORY = N/A HEIGHT H = AT GROUND W uJ LL En i< w W GUST EFFECT FACTOR = 0.85 PRESSURE AT HEIGHT H qh = 77.56 Z 0 2 rn C m w Ib/R2 Q z X FORCE COEFFICIENT Cf = 1.44 (D fT ¢ Q LU Z L9 o WIND PRESSURE: Z^ OZED P = qh G Cf = 56.80 Ib/R2 (ASD) w lL ^ w O ti . wu O w Gi O .Z-. 3"'." GENERAL NOTES diw UID 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 0, w ID 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. N SITE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH :V O R THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE 0 DESIGN PRESSURE'ASD' CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. J T' G 3. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS U) w STATED HEREIN. 4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL V I Q IL :Tj Y rZi z Q U m F CLEARANCE. A MINIMUM DISTANCE MOM UNITTO PAD EDGE IS SPECIFIED. S. CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 125 PCF I 15 U ti pi w 6. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL HI w ON DO = O VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR � J a N O TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS. M W L F N ZG U t` (D 7. RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT PART OF THIS PAD PLACEMENT VARIES. O! J DOCUMENT AS SOIL CHARACTERISTICS AND G M LL Y 8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) w SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE ti N m EXPRESS RESPONSIBILITY OF THE CONTRACTOR p 9. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS (w,U < SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. aL INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES O INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL LL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT m WHICH IS CALLED FOR BY LOCAL, SrATE, & FEDERAL CODES & FROM DEVIATIONS THIS RAN. W OF 10. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL RESPONSIBILITY OF THE INSTALING CONTRACTOR. CONTRACTOR SHALL tt tt ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS CT RESTORED AFTER FABRICATION AND INSTALLATION OF STRUURE Y W a] m S 6 4 i Z PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY O f � U -. u w o g WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER-TIGHTNESSSHALLBETHEFULLRFSPONSIBILTTYOFTHEINSTAWNG 2 3000 � CONTRACTOR. 00 g g g w 11. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE ¢ $ i a ARCHITECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE e� INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR y rc 12. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC PRWECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON y Y suia CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS w S w y m SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS W e iJ f e g YY OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO 1, ¢ ry 2 ' ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY COPYRIGHT ENGINEERING DIPRESSr SLIGHTLY. BUT MUST REMAIN WITHIN THE LINITATIONS SPECIFIED HEREIN. ��-��.� WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GNEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE SCALE: NIS UNLESS NOTES INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR OF ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 13. ES PROVIDED HEREIN, NO ADDCDONAL CERTIFICATIONS CIIL.IIII OR AFFIRMATIONS OR gFFIRMAT10N5 ARE INTENDED. ARE