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Home My WebLink AboutGENERATOR CONCRETE PAD' \1 ao N 0 NG_TN GENERATOR__! Lu i PAD THICKNESS GS N ISOMETRIC VIEW PAD DIMENSIONS: CONCRETE GENERATOR Fa GENERATOR UNIT BY o SEPARATE SUBMITTAL 3 (SEE SCHEDULE FOR N I MINIMUM WEIGHT REQUIRED) 54" LENGTH PLAN VIEW - CONCRETE PAD ROAD MESH al f MASTERFIBER '3 MIN MAC100 4" MINA GROUNDS GENERATOR TAB AMERICAST GENERATOR CONCRETE PAD (ON -GRADE APPLICATIONS ONLY) AMERICAST s`\ .M1 WllINAMHRIM;• _ FEDTAXA20-9252711 LICBNSH it540.20050i63 ,I SM Wa%Wo AY F-n Pump Fl. M992 T,L "3.971 109 FM 772�6/-0500 EmriE til tie,4n.N�_-•mia eh•AtedIE2001Q_t. = _ _ r; • �,`.` `t HVHZ OR NON-HVHZ RISK EXPOSURE (EXP) RISK EXPOSURE (EXP) RISK EXPOSURE (EXP) COUNTY C D II C i'c-D;! I s III hVI'I GCS ,i P. BEACH 150 MPH 30.44 Psf 36.94 Psf 170 MPH 39.09 Psf 47.44 Psf 180 MPH 43 83,Psf 513.19. Psf BROWARD 156 MPH 32.92 Psf 39.95 Psf 170 MPH 39.09 Psf 47.44 Psf. ;18OW PH- 43:83 Psf: 5319;Pef, 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 I WIDTH LENGTH i HEIGHT --WEIGHT \ /`ALLOWABLE PRESSURE COMMENTS Generac 005871 & 005883 10 KW 25.00 4800 1 -29;00," 387 Ibs ',41.43 Psf EXP C 175 MPH & D 156 MPH Generac005872&005884 14KW 25.00'1 48.00"`-29.00'.' 4391b's/^�47':44Psf EXP C 186 MPH & D 156 MPH Generac 6459, 6461, 6462 16 KW 25.00" 48.00 " '29.00'.' -513 Ibs- v_-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_" _ 29.01J" _ 455 Ibs 47.44 Psf Generac 005874 & 005886 17 KW 25 00 'l 48 00 T l 29.00 +, '421'Ibs ` i i47 44 Psf Generac 005875 & 005887 20 KW 25.00 " 748:00,',i ,;29:00"- ; 451-Ibs- a � 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 " 48.00 " 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 C 170 MPH & D 156 MPH GE 04038215KW 15 KW 33.00 " 48.00 " 30.501, 484 Ibs 43.83 Psf EXP C 180 MPH & D 156 MPH GE;04037817KW 17 KW 33.00 " 48.00 " 30.50 " 4841bs 43.83 Psf .6E 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 " 50.00 " 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 22 KW 25.00 " 48.00 " 29.00 " 466 Ibs 47.44 Psf `-`'`-GENERATOR MOUNTING CONFIGURATION: GENERATOR GENERATOR ATTACHMENT BASE OR SIMPSON A24 ANGLE BRACE W/ (4) #10 SS 316 SELF -DRILLING Q T_ = I I = GENERATOR (SEE CONCRETE PAD w I w SCHEDULE FOR _ = I DIMENSIONSREQUIRED)WEIGHT 4" 32" WIDTH I 54" LENGTH -+ i SIDE VIEW FRONT VIEW GENERA (SEE GENERAT( V THICK GALVAN 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 = qh G Cf = 56.80 Ib/ft2 (ASD) GENERAL NOTES 1 2. 3. ANCHOR TO PAD SCHEDULE: 4, SUBSTRATE I DESCRIPTION I CONCRETE: (2)-3/W0 TITEN HD (6000 PSI OR EQUIVALENT; MIN.) 2-3/4" FULL EMBED O CONCRETE, 3" MIN EDGE DISTANCE, 6" MIN. SPACING TO ANY ADJACENT ANCHOR. 5. 6. 7 8. NOTES: 1. ANCHOR QUANTITY PER LONG SIDE 2,,_EMBEDMENT AND EDGE DISTANCE 9 EXCLUDES FINISHES IF APPLICABLE.. - 3 ENSURE MINIMUM EDGE DISTANCE AS`NOTED IN ANCHOR SCHEDULE. 4. ENSURE'.MINIMUM'SPACING TO -. ANY ADJACENT ANCHORS. i ( $ IFOLLOW MANUFACTURER'S 'IN STALLATIONINSTRUCTIONS TO I"'--•- z -�-INSTALL ANCHORS '` 10. w- �:,;� f GENERATORS 1 g L ATTACHMENT BASE S G, VARIES WIT] DEL i' ,I GENERATOR SEE SPECS" 11. SIMPSON TITEN HD, SEE ANCHOR SCHEDULE 2"x3"x3/B" GALV. STEEL WASHER RUBBER VIBRATION PAD 12. vviAonorta-rtu000rt- VIBRATION Z CONCRETE PAD - j 6,000 PSI LIGHTWEIGHT CONCRETE.PAD Y CONCRETE MIX tr 6,000 PSI LIGHTWEIGHT ` MASTERFIBER MAC 100 -! „,'CONCRETEIMIX I' &ROAD MESH NOTES a ,` FOAM CORE _ 1•.r. 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 13. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017). 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" CAPACITYNALUES LISTED HEREIN FOR ANY ASSEMBLY AS -SHOWN. DIMENSIONS AND WEIGHT,OF UNITSi SHALL•CONFORM TO SPECIFICATIONS ,STATED- HEREIN -` 1 _, UNITS MUST BE CENTERED -ON PAD_WITH OPPOSITE SIDES HAVING EQUAL CLEARANCE: A MINIMUM DISTANCE•FROM UNIT TO PAD EDGE IS SPECIFIED._' CALCULATIONS MADE USING -LIGHTWEIGHT CONCRETE ] 25 PCF 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 Kam^ p Ipt, G k m l+ ' I I-- ;, RESISTANCE TO_SLIDING.;O.FITHE'PAD_ ONITHE;GROUND'IS;NOT PART OF THIS DOCUMENT,AS-SOIL CHARACTERISTICS AND PAD PLACEMENT VARIESr' = r' 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. 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 MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 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. 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, - - - THIS DOCUMENT IS GENERIC.AND-DOES NOT PERTAIN TO ANY SPECIFIC PROJECT SITE. INFORMATION CONTAINEDrI EREIN IS ACT BASED ON CONTROR-SUPPGIED.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 JO ILLUSTRATE DESIGN FORCES AND OTHER'DESIGN CRITERIA::THEY'MAY VARY SLIGHTLY, BUT -MUST REMAIN'WITHIN THE-L-IMITATIONS 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 OFANYi+I i INACCURATE INFORMATION'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. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. BENNARDO, P.E. 01 KED, CENTIFlTNG P.E. AMMS BELOW L. BENNARDO, P.E. SIGNATURE ON SHEET 1, THIS SHEET IS PART OF A DIGITALLY SIGNED FILE, SHALL REMAIN IN DIGITAL FORMAT, & PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. IF THERE IS NO DIGITAL SIGNATURE ON SHEET 1 OR THIS SHEET DOES NOT CONTAIN AN ENGINEER'S ORIGINAL SIGNATURE & SEAL, U %D N O .-1 0 Z � 0 ,y. ® W M ,., U 2:LL v uiHMouwiy. WU) u071= MaNrn W' 1 1 V1 x 4 ZQ 0 _ZI rF-->ULL�xa '<awgL.uu ZX Orm -Ez� WW 0 _juj MLuwu LL v -1 (/I la 2 W 0 Ul w o a z C9 O_ J ~ I^ z Lu v/ Q LL O Y w N N ItU °-w�' INS I- _ I j c .1 D6 W En Lu W O , � O Lu a1^ pzu C I'I O g G o w 2� D a L Y LU w � Lr) on (D O a?�g Noy o 0 0 0 g�0 "53� = LL 0] U J m J 0 () � LL LL z (�.2�cQi g F z 3000 oioo�w io io ! K ¢ U 0 o w R' Z 2_ COPYRIGHT ENGINEERING EXPRESS 17-3961.1 SCALE: NTS UNLESS NOTED L 0