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HomeMy WebLinkAboutGENERATOR CONCRETE PAD�\ \ GENERATOR PAD THICKNESS AMERICAST GENERATOR CONCRETE PAD SCANNED (ON -GRADE APPLICATIONS ONLY) BY -------- St Lucie Counk AMERICAST •lfA�)E�INdM LIOAi` HVHZ OR NON-HVHZ RISK EXPOSURE (EXP- - RISK EXPOSURE (EXP) RISK POSURE (EXP) COUNTY I C D II C D III,NC D P. BEACH 150 MPH 30.44 Psf 36.94 Psf 170 MPH 39.09 Psf 47.44 PSI 180 MPH F43.83Psf 53.19 Psf BROWARD 156 MPH 32.92 Psf 39.95 Psf 170 MPH 39.09 Psf 47.44 Psf 180 MPH fMIAMI-DADE 165 MPH 36.83 Psf 44.69 PSI 175 MPH 41.43 Psf 50.28 Psf 186 MPH 0 Psf 56.80 Psf ISOMETRIC VIEW PAD DIMENSIONS: CONCRETE PAD GENERATOR GENERAT R UNIT BY o I EPARATEO UBMITTAL 3 (SEE SCHEDULE FOR N MINIMUM WEIGHT REQUIRED) T)J 54" LENGTH PLAN VIEW CONCRETE PAD ROAD MESH ASTERFIBER 3" MIN MAC100 -,V-4" MIN GENERATOR TABLE: BRAND &MODEL CAPACITY WIDTH LENGTH HEIGHT WEIGHT ALLOWABLE PRESSURE COMMENTS Generac 005971 & 005883 10 KW 25.00" 48.00" 29.00" 387 lbs 41.43 Psf EXP C 175 MPH & D 156 MPH Generac 005872 & 005884 14 KW 25.00" 48.00" 29.00" 439 US 47.44 Psf EXP C 186 MPH & D 155 MPH Generac 6459, 6461, 6462 16 KW 25.00" 48.00" 29.00" 5131bs 47.44 Psf Generac 006721 16 KW 2S.00" 48.00" 29.00" 448 HIS 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 " 421 Us 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" 5161bs 47.44 Psf Generac 006551 & 006552 22 KW 25.00" 48.GO" 29.00" 5261bs 47.44 Psf Kohler 14RES&20RES 14-20 KW 26.00" 48.00" 29.00" 500lbs 47.44 PSI 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" 484lbs 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 403306E&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" 430 lbs 43.83 Psf Briggs & Stratton 040302-2 12 KW 33.75 " 50.00" 31.60 " 507 lbs 41.43 PSf EXP C 175 MPH & D 158 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 " 5681b5 44.00 Psf Briggs&Stratton 040305-1 20 KW 33.75" 49.00" 31.60" S701bs 44.00 Psf Generac 7035, 7036, 7037 16 KW 25.00" 48.00" 29.00" 4061bs 47.44 Psf 11EXPCI86 MPH & D 156 MPH Generac 007038 & 007039 20 KW 25.00 " 48.00" 29.00 " 4481bs 47.44 Psf Generac 007D42&7043 22 KW 25.00" 48.00" 29.00" AAA lhs 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 SPECS), = GENERATOR .�. FS (SEE CONCRETE PAD SCHEDULE FOR DIMENSIONSWEIGHT REQUIRED) 4„ �__32"WIDTH i54"LENGTH SIDE VIEW FRONT VIEW ST.LUCIREVIEWCOUNTY FILE COPY PLAN REVIEW BLDG: DATE: EL ND DESIGN REQUIREMENTS: DA ,.,e.� ,b, _ /(BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION �j�.�,'(2017)) PLUMB: AT -GRADE SIGN METHOD '�fL4IMATE DESIGN WIND SPEED Vult = 186 mph DATE; NOMINAL DESIGN WIND SPEED Vasd = 144 mph _�SK CATEGORY = III INTERNAL PRESSURE COEF = N/A MECH: EXPOSURE CATEGORY = D WIND DIRECTIONALITY FACTOR Kd= 0.85 DATE: 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 ANCHOR TO PAD SCHEDULE: WIND PRESSURE P = qh G Cf = 56.80 Ib/ft2 (ASD) 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" 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 INSTRUCRONS TO INSTALL ANCHORS. GENERATOR ATTACHMENT BASE, VARIES WITH MODEL SEE GENERATOR SPECS GENERATOR a/a" SIMPSON MEN HD, - SEE ANCHOR SCHEDULE 2"x3"x3/s" GALV. STEEL WASHER \ RUBBER VIBRATION PAD %" THICK GALVANIZED WASHER& RUBBER VIBRATION PAD ` Z - CONCRETE PAD io 6,000 PSILIGHTWE n CONCRETE PAD X 6PSI GHT ONCRETB MIX )� LIGHTWEIGHT MASTERF&ROAD CONCRETE MIX MESH �2 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 �S / `�" ANCHOR REQUIREMENTS / t J�/� �' u� v GENERAL NOTES 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE H OMDA 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 SUB 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. 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 Is SAVES HARMLESS THIS ENGINEER FOR ALL COST Is DAMAGE'. INCLUDING LEGAL FEES &APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, Is FEDERAL CODES Is 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 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 TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INWRMATION 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. BEN ARDO, P.E. 549 fT08 o`_ a_7 MTSO1E. M o L uNc IFT Ir DOES & AN ORIGINAL IRE A OR RE & ENGINEER SEAL 15 A DIGITAL t ON SHEET 1, THIS PART OF A DIGITALLY RE, SHALL REMAIN IN ORMAT, & PRINTED )F THIS DOCUMENT CONSIDERED SIGNEI LED. IF IS NO RGNAIURE ON SHEET 1 LA ID N oa IT 0 _ ® WM,.,uf W� VZWiI WLLm ..Xw. #WD=N�6Z ��' Xa><c<ryaOQ owOLL LD]zrm WW o:N0 ^wW u OOti W �Opz U) LL C U aiw W ow w 1 17-3961.1 1 I