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Home My WebLink AboutGENERATOR CONCRETE PAD..... - -, FRANK L. BENNA DP.E. .... -� iv AM E RICAST ..GENERATOR C,O.N CIETE ,PAD `�004. I fOTy " (ON.'GRAD.E_AP.PLICATI.ONS ONLY) 1 1.314 O GSN ) WIND DESIGN REQUTREMENTS� " (BASED: ON ASCE 7-10 & FLORIDA: BUILDING CODE SIXTH EDITION (2017)) IFOEcla"'CERT 7- BMW/AT-GRADE SIGN.METHOD FRANK•L. BENNARDO, P.E. ULTIMATE DESIGN WIND SPEED VUIt = 186 mph 0046549 NOMINAL DESIGN WIND SPEED Vasd = 144 mph; :::: VALID FOR PERMIT ONLY u.N o. • RISK CATEGORY III INTERNAL PRESSURE COEF =.N/A ... NOTICE: IF THIS ORIGHEET DOES NAL NOT CONTAIN,AN ORIGINAL ... ::.; ..' •' EXPOSURE CATEGORY = D ...WIND DIRECTIONALITY FACTOR Kd= 0.85 SIGNATURE & ENGINEER SEAL: ENCLOSURE CATEGORY HEIGHT H = AT GROUND IF THERE ISADIGITAL .N/A. GUST EFFECT FACTOR= 0.85 'PRESSURE.AT HEIGHT H qh = 77.56'Ib/R2 SIGNATURE ON SHEET 1, THIS FORCE COEFFICIENT Cf = 1.53 .. SIGNED FILESHEET Is R DIGITALLY.T OF A SHALL REMAIN NIN ' WIND' PRESSURE: DIGITAL FORMAT, &PRINTED:: ' ' - - � - -• : _ - COPIES OF THIS DOCUMENT " = G = 6O.SZ Ib/R2 (ASD) ARE NOT CONSIDERED SIGNED P Cf ' i �'. N THICKNESS: ISOMETRIC VIEW .. ... GENERATORTABLE: PAD DIMENSIONS: �l m B 0 �HVHZORNOWHVHZ "' 'COUNTY RISK EXPOSURE RISK EXPOSURE RISK EXPOSURE - I C :.. D II :C :. D 111, IV C: D- P: BEACH 150 MPH 32A3 Psf 39.33 Psf 170 MPH 41.65 Psf 50.55 Psf 180 MPH 46.70 Fsf S&67.Psf BROWARD 156 MPH 35.08 Psf 42.57. Psf. Q70 MPH 41.65 Psf 50.55 Psf :180 MPH 46.70Psf 56:67 Psf MIAMI-DADS 165 MPH 39.24 Psf 47.62 Psf: 175:MPH 44.14 Psf 53.57 Psf. 18&MPH 49.86 Psf 60.52 Psf BRAND MODELS : CAPACITY LENGTH WIDTH•' HEIGHT WEIGHT ALLOWABLE PRESSURE , COMMENTS' QT02224ANAX 22KW 62.2 in'. 29 0_In , 33.5 in 843 Ib 60.52 Psf: - RG022 % RG02224ANAX 22KW 6727m, . 30 6 mt _ 38.6 in. 905 Ib - 60.52 Psf RG025 / RG02515A ALUM 25KW '-- ..62.2 In 30.6 in .38.6 in . . 777.Ib ' 60.52 Psf RG025 / RG02515S STL: 25KW, +62:2 in:, 30 6 i', 38.6 in ' : 865.IIf : 60.52 Psf RG027 % RG02724ANAX - "' 2jKW .. -62.2.in 30.6 in :'38.6 in 940 Ib 60.52 Psf ' RG036/:RG03015ANAXALUM 30KW 61.2 in 30.6 in: ::38.6 in 807Ib 60.52 Psf: . RG030 / RG03015ANSX.STL 30KW . 62 21n.. 30.6in'.1 38.6 in . , 895.Ib . 60.52 Psf RG032 / RG3224ANAX 32K-W , .76.8 -in - 3S.0 in , 46.1'in . ;122S Ib 60.52 Psf UP TO EXPOSURE v RG036 / RG03624ANAX ALUM 36KW : i76;8lif 35.0 in 46.1 in ' :12021b 60.52 Psf D 186 MPH' RG0361 RG03624ANSX STL_ <.36KW . , 76.8 in _- . 35.0 in `46.1 in 1255 Ib :. 60.52 Psf' RG038./ RG3824ANAX : 38KW 76.8 in 35.0 in: ' :46.1 in 1235 Ib 60.52 Psf .. RG045 / RG452ANA(C)(X) ALUM 45KW 76.8 in 35.0 in 46.1 in 1260 Ib 60.52 Psf RG045 / RG452ANS(C)(X) STL 45KW ' 76.8 in' 35.0 in 46.1 in 13.13 lb 60.52 Psf RG048/ QT048 / RG4854ANA(C)(X) 48KW 76:8 in 35.0 in 46.1 in .15551b: 60.52 Psf RG060 / ALUM :60KW 76.8 in 35.0 in: .46.1 in 1422 Ib :. 60.52 Psf .' . RG060 / STEEL - :60KW 76.8 in 35:0 in: :46.1 in 1539 Ib 60.52 Psf L 24RCL/ 30RCL.: - 24KW . 33.0 in 74.0 in 46.0 in -12601b . 60.52 Psf 0 30RES- 30KW 34.O.in 72.8 in 36.8 in '10461b 60.52 Psf UP TO EXPOSURE D 186 MPH.. Y 30REOZJB 30KW 34.0 in 78.7 in 50.2 in :1560lb: 60.52 Psf m. B&S 076000 30KW 34.0 in 78.7 in, . ' 50.2 in 1560 Ib : 60.52. Psf UP TO EXPOSURE GE 076034 30KW 39.5 in 84.5 in :41.5 in 18001b 60.52 Psf. :. D 186 MPH ' Cummins RS22 / C22 N6 : 22KW 710 in 34.0 in 45.5 in 11091b 41.65 Psf EXP C170 MPH ROAD:MEsti.. GENERATOR MOUNTING CONFIGURATION:::: MASTERFIBER 2" MIN 4'.MIN GROUND�I/ '✓.:�//� r.:'r. �..' s<i'Rrr/r:,;,/i- ... '. :' GENERATOR ATTACHMENT BASE OR SIMPSON A24 ANGLE BRACE W/ (4) #10 SS 316 .. . GENERATOR'- 45"41" TYP. SELF -DRILLING SCREWS TO GENERATOR: (SEE GENERATOR SPECS) j I GENERATOR C7 (SEE CONCRETE PAD SCHEDULE FOR = I = DIMENSIONS & WEIGHT REQUIRED) ) 47" WID.TH - } 45" LENGTH 45" LENGTH - SIDE VIEW FRONT VIEW WASHER: • & RUBBER 'VIBRATION PAD': CONCRETE PAD .: • 6;000 PSI LIGHTWEIGHT CONCRETE MIX - N( ' :"GENERAL . NOTES. AN SEALEP. lfTHERE IS NO DIGITAL SIGNATURE ON SHEET 1 OR THIS SHEEN DOES NOT CONTAIN AN ENGINEER'S 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED ' .... ORIGINAL SIGNATURE &SEAL, :' . THIS SHEET IS A COPY/DKAFN..:. ' IN ACCORDANCE WITH.THE REQUIREMENTS OF THE.FLORIDA BUILDING CODE SIXTH. EDITION (2017). " .. D N 2, REQUIRED WIND LOAD' DESIGN PRESSURES CALCULATED FOR Z :-i o USE WITH THIS'SYSTEM SHALL BE DETERMINED UNDER .' SE Lu may PARATE CERTIFICATION ON A. JOB, SPECIFIC BASIS IN � ® F. m: O � CCORD' NCE WITH THE GOVERNING CODE SITE -SPECIFIC co A r^ O J �wN. CAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH W uJ � N lr_ x in wzzw THE APPLICABLE. BUILDING CODE SHALL BE LESS THAN OR W W ` v w EQUAL TO THE DESIGN PRESSURE "ASD" CAPACITY VALUES 0':`2 �C7-= LLl:u �z a F- • 3. IMENSIONSLISTED IAND W IGHT OF UN TS SHALN 1`6kXll��ASStMBLY AS OL'C_ONFORM TO 4 Q W: w l7 - ANC.HOR TO PAD SCHEDULE: SPECIFICATIONS STATED HEREIN =: ��/ OL 03 a �.F 4. UNITS MUST BE CENTERED ON PAD'VITO OPPOSITE SIDES /\ K N 0 w Lu u HAVING EQUAL CLEARANCE A MINIMUM DISTANCE FROM UNIT W W m O J w ... _ _ .. ,G_'� W '4 w Z TO PAD EDGE IS SPECIFIED. : u v0 5. THE AREA UNDER CON CERETE SLAB ON_GROUND,SHALL HAVE LL ALL VEGETATION, STUMPS; ROOTS,:. AND FOREIGN MATERIALS, U) �LLJ:. = w REMOVED PRIOR TO INSTALLATION: ON COMPACTED SOIL AS O W Lu VERIFIED BY OTHERS... : _ _ tD f) 6. RESISTANCE:TO SLIDING_OF THE PAD ON THE.GROUND IS NOT PART OF THIS DOCUMENT AS SOIL CHARACTERISTICS -AND PAD PLACEMENT VARIES: . o 7. ELECTRICAL GROUND,' WHEN REQUIRED, TO BE DESIGNED &, N p M Q INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS O -a .p .. (CLEAR SPACE, TONNAGE, ETC.)'SHALL BE AS PER .. L (D w D_ 1oTANCHOR�QUANTITY PER LONG SIDE MANUFACTURER. RECOMMENDATIONS AND ARE. THE, EXPRESS RESPONSIBILITY OF THE CONTRACTOR. r ,Lj ;, p w 2. EMBEDMENT -AND EDGE DISTANCE :. : .� Q w ` .EXCLUDES FINISHES, IF - $ ENGINEER SEAL AFFIXED HERETO .VALIDATES STRUCTURAL. BY O N APPLICABLE. DESIGN.AS SHOWN ONLY. USE.O.F:THIS SPECIFICATION V cn .w 3: ENSURE MINIMUM ED'GEDISTANCE CONTRACTOR, et. al. INDEMNIFIES HARMLESS THIS = & U w I --I 66 w..p,. 'C) AS NOTED JN ANCHOR SCHEDULE. ENGINEER FOR ALL COST DAMAGES INCLUDING LEGAL FEES � a cc) = `4. ENSURE MINIMUM SPACING TO & APPELLATE FEES RESULTING FROM MATERIAL. FABRICATION, fj Q m U Z ANY ADJACENT'ANCHORS. SYSTEM ERECTION,: CONSTRUCTION PRACTICES BEYOND THAT BY �J J a :� ^ Mo c O �. 5. FOLLOW MANUFACTURER'S WHICH IS CALLED FOR LOCAL, -STATE, &FEDERAL CODES & O IL .. INSTALLATION INSTRUCTIONS TO FROM DEVIATIONS OF THIS PLAN.. rD Y cC ' INSTALL ANCHORS. , : • 9. WATER -TIGHTNESS OF EXISTING. FINISHES SHALL BE THE FULL, :: Q In n " H _ RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED . N m w Q .... ... _ ..... .. WATERPROOFING -MEMBRANE IS RESTORED AFTER : - C7 p . • GENERATOR FABRICATION AND INSTALLATION. OF STRUCTURE PROPOSED O. ATTACHMENT BASE, HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY. I+ VARIES: WITH MODEL ' : ' i. : WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS • , , _ SEE GENERATOR SPECS WATER -TIGHTNESS. SHALL BE THE FULL RESPONSIBILITY OF za v i I THE INSTALLING. CONTRACTOR. 3/e". SIMPSON TITEN HD,. f 10; THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS: THAT OF' SEE ANCHOR SCHEDULE f • o 0 0 �a o SPECIALTY ENGINEER AND NOT THE ENGINEER OF RECORD. , x R w a z 2"x3"x3/8" GALV.'STEEL CONSEQUENTLY, THE ARCH ITECT/ENGINEE{ -OF RECORD SHALL V' m m :WASHER . - -- BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING RUBBER VIBRATION PAD w F ¢ �+ ,+ SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED 00 O o 3 z o w BY THE PERMIT TING'CONTRACTOR.' v g g Z o z h 11. THIS DOCUMENT IS GENERIC AND DOES NOT, PERTAIN TO ANY -SPECIEIF PRn>�CTSrM INFORMATION CONTAINED HEREIN IS a w a BASED ON CO SUPPLIED DAi71-AND R1E7+SUR- -- -- - -- -w - -_ ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR CONCRETE -PAD N Qo 3 o LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA Z 6,000 PSI A /' OR MEASUREMENTS ARE SHOWN.TO ILLUSTRATE Y w w o w o U N o LIGHTWEIGHT =+ d, .DIMENSIONS %r rrr rrr % r'` DESIGN FORCES AND OTHER DESIGN CRITERIA THEY MAY Q o N w mLL o o C ovES CONCRETE MIX rr r/ it r ' VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE'LIMITATIONS r,rr i - o r r r>d� I X WORK BE FIELD VERIFIED wu Z 0 y S a MASTERFIBER j%'r%i%; r' i/ SPECIFIED HEREIN. SHALL BY MAC OTHERS.PRIOR TO CONSTRUCTION ENGINEERING EXPRESS COPYRIGHT ENGINEERING ExPREsS� 17=3961.2 ° & ROAD MESH -2" -t SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITYREEVALUATE-OUR FOAM CORE WORK UPON DISCOVERY OF ANY 1. Y DISTA END-O"ENERATOR-BASE LENGTH O LESS INACCURATE INFORMATION PRIOR TO MODIFICATION OF SCALE: NTS UNLESS NOTED THAN 2" OR ANCHOR REQUIREMENT. EXISTING FIELD CONDITIONS AND FABRICATION AND 2. X DISTANCE 3",'FROM UNIT EDGE TO CLIP. INSTALLATION-07TIATEFZIAtS-AL-T:ERAT-IONS-OR-ADDMMS_ CF 3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH, NO LESS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE THAN ANCHOR REQUIREMENTS. OUR CERTIFICATION. 12. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.