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Home My WebLink AboutGENERATOR CONCRETE PAD�\ \ GENERATOR LD PAD THICKNESS PAD DIMENSIONS: CONCRETE PAD GENERATOR - r T BY SEPARATE I ESUBMITTAL (SEE SCHEDULE FOR MINIMUM WEIGHT REQUIRED) �- 54" LENGTH PLAN VIEW CONCRETE MAC100 AMERICAST GENERATOR CONCRETE PAD (ON -GRADE APPLICATIONS ONLY) 1 HVHZ OR NON-HVHZ RISK EXPOSURE (EXP) RISK EXPOSURE EXP) RISK POSURE(EXP) COUNTY I C D II C D III, IVC D P. BEACH 150 MPH 30.44 Psf 36.94 Psf 170 MPH 39.09 Psf 47.44 Psf 180 MPH 3 Psf L46.80Psf56.8OPsf 53.19 Psf BROWARD 156 MPH 32.92 Psf 39.95 PSf 170 MPH 39.09 Psf 47.44 Psf 18O MPH 3 Psf 53.19 Psf MIAMI-DADE 165 MPH 36.83 PSF 44.69 Psf 175 MPH 41.43 Psf 50.28 Psf 186 MPH ISOMETRIC VIEW R1 3" MIN s4" MIN GENERATOR TABLE: BRAND &MODEL CAPACITY WIDTH LENGTH HEIGHT WEIGHT ALLOWABLE PRESSURE COMMENTS Generac 005871 & 005883 IO KW 25.00" 48.00" 29.00" 3871bs 41.43 Psf EXP C 175 MPH &D 156 MPH Generac 005872 & 005884 14 KW 25.00" 48.00" 29.00" 4391bs 47.44 Psf EXPC 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" 49.00" 29.00" 4481bs 47.44 Psf Generac 005873 & 005885 17 KW 25.00" 48.00" 29.00" 4551bs 47.44 Psf Generac 005874 & 005886 17 KW 25.00" 48.00" 29.00" 4211bs 47.44 Psf Generac 005875 & 005887 20 KW 25.00" 48.00" 29.00" 4511bs 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" 5261bs 47.44 Psf Kohler 14RES&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" 5401bs 39.09 Psf EXPC 170 MPH &D 156 MPH GE04038215KW 15 KW 33.00" 48.00" 30.50" 4841bs 43.83 Psf EXP C 180 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" 48.00" 30.50" 6001bs 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 " 5071bs 41.43 PSI EXP C 175 MPH & D 156 MPH Briggs&Stratton 040303.1 15 KW 33.75" 49.00" 31.60" 5621bs 43.83 Psf ' EXP C 180 MPH & D 156 MPH Briggs & Stratton 040304-1 18 KW 33.75 " 49.00" 31.60 " 5681bs 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" 406lbs 47.44 Psf EXP C 186 MPH &D156 MPH Generac 007038 & 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 GENERATOR ATTACHMENT BASE OR SIMPSON A24 ANGLE BRACE W/ (4) A30 SS 316 SELF -DRILLING SCREWS 1 TO GENERATOR FS (SEE ONCRETE PAD SCHEDULE FOR UU DIMENSIONS & WEIGHT REQUIRED) �32" WIDTH-54" LENGTH SIDE VIEW FRONT VIEW (SEE ANCHOR TO PAD SCHEDULE: SUBSTRATE DESCRIPTION CONCRETE: (2)-3/8"0 TITER 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 %" SIMPSON TITEN HD, - SEE ANCHOR SCHEDULE 2"x3"x%" GALV. STEEL WASHER RUBBER VIBRATION PAD THICK GALVANIZED WASHER& RUBBER VIBRATION PAD Z CONCRETE PAD - 6,000 PSI LIGHTWEIGHT CONCRETE PAD X CONCRETE MIX t 6,000 PSI LIGHTWEIGHT \ MASTERFIBER MAC 100 & ROAD MESH CONCRETE MIX 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„--f 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 = 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 = Chi 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 INACCORDANCE WITF 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. 5. CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 125 PCF 6. THE AREA UNDER CONCERETE SLOB 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 INCLUDING LEGAL FEES & APPELLATE FEES RESULTING 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 SNLUCTURE 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 15 THAT OF SPECIALTY ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE ARCHCTECT/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 EMPRESS 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 EMPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING REM 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 ODED R t0ARE I)n"--N2Z,171-0 SCANNED B NARDO, P.E. 549 n(� 018 'O E.4VFARS a.' M. A .STO, P.E. O VUN IF -THIS SHEET DOES. TAIN AN ORIGINAL [RE & ENGINEER SEAL 15 A DIGITAL is ON SHEET 1, THIS PART OF A DIGRALLY LE, SHALL REMAIN IN ORMAT, & PRINTED IFTHISDOCUMENT CONSIDERED SIGNET LED. IF THERE IS NO RGNAWRE ON SHEET 1 ;HEEr DOES NOT AN ENGINEER'S u O N oy ST o STnu,.e W FFL tij LLmvim WLI1110 LL(A Xw# zO T Ozx /�IL 4Q LU�w LB'� O 1I11'' O O z L DO- E W W N n w W u y W Qp z LD 3LL w U)W'xW O W W �O V/ U H LU G Q RIGHT ENGINEERING E% SS 17-3961.1 I St. Lucie County