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Home My WebLink AboutGENERATOR CONCRETE PAD- ' GENERATOR , SCANNED uj THICKNESS�LENG-TN� ISOMETRIC VIEW GENERATOR TABLE:. PAD DIMENSIONS: CONCRETE PAD --- GENERATOR - Q i 0 a 0 o: _p _ _.----------- -- ----- ---. ..- -- m m 90" LENGTH -- _• . p PLAW _VIEV! q I BRAND MODELS i CAPAUTY I LENGTH WIDTH : HEIGHT WEIGHT ALLOWABLE . COMMENTS PRESSURE'' QT02224ANAX _ 22KV! 62,2 in: a 29.0 in 33.5 in L_- - 1 I 843 Ib.. c 60.52 Ps_ RG022 / RG02224ANAX-�-- _ - 1 - 221C�V T-62.2 in 130.6 in 38.6 in 905 Ib - 60.52 Psf RG025 / RG02515A ALUM 25KW 62.2 in j 30.6 in I 38:6 in 777 lb. -60.52 Psf L- RG025 / RG025155 STL _ -I 251(%V __62.2 in 1 30 6. jn . ; 38.6 in r 865 lb 60.52 Psf RGO27'RG02724ANAX I --- I / T 27KV4' 62 2 in.. 30 6 in i 38:6 in j 946 lb 60.52 Psf j RGO30 / RGO101SANAX ALUM 30KW 2 in 1 30.6 in-n 38.6 inT g071b 60.52 Psf �( _62 RGO30 / RG0301SANSXSTL I - 30KW I 62.2 in 30 6 in 138.o in ,t-895 Ib.: 60.52 Psf u RG032 / RG3224ANAX_ j�76.8 in I 0 ) 46.1 in 11225 lb 1202 Ib :60.52 Psf UP TO EXPOSURE 60.52 Psf D 186 MPH -32KVJ-� a RG036 / RG03_624ANAX ALUM 1 36KW j 76.8 in j 3S.0 in + .46.1 in 1 L_RG036 / RG03624ANSX STL - 36KW' 76.8 in j 35.0 in 146.1 in -� 60.52 Psf 1255 lb I RG038 / RG3824ANAX 1 38KVJ 76.8 in 35.0 in 46.1 in lb 60.52 Psf RG045 / RG452ANA(Q(X) ALUM 1 4SKW 76.8 in 135.0 in 46.1 in _1235 _ 1260'Ib_' 60.52 Psf I RG045 / RG452ANS(C)(X) STL I_ 45KW___ 1 76.8 in fi 35.0 in 46.1 in 1313 lb 60.52 Psf~ 1555 lb !RG048/ QT048 / RG4854AN_A(C)(X) j 76.8 in 35.0 in 46.1 in 60.52 PsfV _48KW_ r- RG060 / ALUM 60KW T 76.8 in 35.0 in46.1 in 1422.Ib 60.52 Psf ' RGO60 / STEEL: 60KW I 76.8 in i 35.0 in 146.1 in 1539 lb 60.52 Psf j 24RCL / 30RCL 24KW 33.0 in j 74.0 in 46.0 in� 1260 Iti 60.52,P_sf . ... 30RES i 30KW 34.0 in 72 8 in 36.8 in --- --- --- - -- -- ----�--- lb 1046 lb :60.52. Psf UP TO EXPOSURE 0 Psf Y j ---L ..30REOZJB 30KW 34.0 in 78.7 in 50.2 in 11560 lb - D 186 MPH 60.52 Psf B&S 076000 30KW 1 34.0 in 178.7 in 50.2 in II - - i- - ---------�-- ----• --- 15601b E0.52 Psf UP TO EXPOSURE. r ----1 ----- --- GE 076034 30KW 39.5 in 84.5 in 1 41.5 in i ---- . 180016 -60. -- - , 60.52 Psf D 186 MPH :. Cummins RS22 / C22 N6 j 22KVJ 72.0 in j 34.0 in 145.5 in 1109 lb 41.65 Psf. I EXP C 170 MPH CONCRETE PAD --- RSTE MESH GENERATOR MOUNTING CONFIGURATION: 1.1ASTERFIBER ____, � ` - 2' MIN 4" MIN MAC100 \-`�---- ------------- -- GROUND --. - � -- -- - -' ' - GENERATOR ATTACHMENT BASE OR SIMPSON A24 ANGLE BRACE GENERATOR ---- 2" MIN -• i W/ (4) #10 SS 316 o ----- - 45" TYP. - v .- - -- 41 ° TYP. -- • Ft F-FHtfa-rrNr v ~, TO GENERATOR (SEE GENERATOR SPECS) THICK GALVANIZED -- - -- -- --- - -- - - -- WASHER F- _ (D W _ y -47" WIDTH - m SIDE VIEW F (D W 2 4„ _ GENERATOR (SEE CONCRETE PAD SCHEDULE FOR DIMENSIONS & WEIGHT REQUIRED) 45" LENGTH ---45" LENGTH - --- FRONT VIEW •BfADH LIT AMMUCAI- FED TAXd20.M52962:: LIC'EWE 3349,2COsDt9 s20I Pile Aa Foil?:' . FL 3 ;22 7d: 7M411-I9s2 Fa Tn4&40•SW .. HVHZ OR NON-HVHZ COUNTY RISK I EXPOSURE RISK--rXPOSURE RISK EXPOSURE I I C D,,.. ...JI C I D..' III;1V C :D .. P. BEACH BROVJ.ARD 1SO MPH 32.43 Psf I39.33 Psf 156 MPH 135.68 Psf. 42.57 Psf 170:MPH 141.65 Psf I S0.55 Psf 170 MPH 41.65 Psf 50.55 Psf --I .180 MPH 146�.70 Psf 180 MPH 11146.70 Psf.:56.67 56.67 Psf Psf h11Ah11-DADE 165 MPH 39.24 Psf 47.62 Psf 175 h1P- i ! 44;14:psf 153.57 Psf 186 MPH 49.Sd Psf. 60.52 Psf WIND DESIGN REQUIREMENTS (,BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION (2017)) '1:== AT -GRADE SIGN METHOD. FZANK L. BENPJ•5RD0,'�.E. ULTIMATE DESIGN WIND SPEED Vult = 186 mph 0465,49: ,.,.;. 4"; NO,MI,NAL DESIGN WIND SPEED Vasd = 144 mph /ASao FOR I P RriT.cN Y " RISK CATEGORY = III INTERNAL PRESSURE COEF = NIA NOTICE: I THIS SHEET D EXPOSURE CATEGORY = D WIND DIRECTIONALITY FACTOR Kd= 0.85 NOT CONTAIN AN ORIGIN SIGNATURE& ENGINEER ENCLOSURE CATEGORY = N/A HEIGHT H = AT GROUND 'F - - GUST EFFECT FACTOR = 0.85 PRESSURE AT HEIGHT H qh = 77.56 Ib/ft2 UNITS +. THE2c to A D G/TAL ' Stcrian on sliEEr I Teats '- FORCE, COEFFICIENT Cf = 1.53 SHE=_T IS PART OF A.DI ITALLY WIND PRESSURE:__ SIGNED FILE,.SHALL RE4AIN IN DIGITAL FCRMAT, & PRINTED P = qh G Cf = 60.52.Ib/ft2 (ASD) COPIES OF THIS DOCUMENT. ARE NOT CONSIDERED SIGNED GENERAL -NOTES :.: AND SEALED. IF THERE IS: N4 -; . _ DIGITAL SIGNATURE ON SHEET 1; :.. ----- -- -- -'-- OR Tr.IS SHE^ 'OCES NOT' CONS AIN AN Er GI.NEER'S. 1. THIS SYSTEM -HAS BEEN DESIGNED AND SHALL BE, FABRICATED ORIGINAL s CNATURE & SEAL, IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA THIS SHEET IS A'COPY/DRAFT.. BUILDING CODE SIXTH EDITION (20i7). rlJn C) N 2. REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR :z _ r USE WITH THIS. SYSTEM SHALL BE DETERMINED UNDER O SEPARATE CERTIFICATION' ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. _ rc rr3^ Lu m Q O LL La,.- U SITE -SPECIFIC LOAD REQUIREMENTS AS DETER6IINED IN ACCORDANCE WITH UJ q w m W THE APPLICABLE BUILDING CODE;SHALL BE LESS THAN OR VJ L'�'u- X w ;W -co I i O m EQUAL TO THE DESIGN PRESSURE "ASD CAPACITY VALUES LISTED HEREIN.FOR.ANY = x M. Z `- j U _..Z x ASSEMBLY AS SHOWN 3 DIMENSIONS AND WEIGHT OF Fw a ¢' Q LL W L SHALL CONFORhI TO U Q.LU o M U ,L ANCHOR TO PAD SCHEDULE: SPECIFICATIONS STATED HEREIN.z. O ID o Z ? t 4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES X 11-" p g z w w. HAVING EQUAL CLEARANCE :A MINIMOM DISTANCE FROM UNIT :W W 0 N J M, tu w u; - - -- - - - SUBSTRATE DESCRIPTION :: •' .-I _ TO PAD: EDGE IS SPECIFIED. U LU 5. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE �i L ' z i (4)-3/8"O TIIEIV HD CONCRETE: OR EQUIVALENT, 2' ALL VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS ' N a x w FULL EMBED TO REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS t" O .W (6COD PSI W MIN.) " CONCRETE, 3' MIN. VERIFIED BY OTHERS. EDGE DISTANCE, 6- 6. RESISTANCE TO SLIDING OF -THE PAD ON THE GROUND IS NOT MIN. SPACING TO PART OF THIS DOCUMENT AS SOIL.CHARACTERISTICS AND PAD ANY ADJACENT PLACEMENT VARIES. - o- - _ ANCHOR.- -- 7, ELECTRICAL GROUND,. WHEN REQUIRED, TO BE DESIGNED & N ❑ C 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,MA'NUFACTURER'S INSTALLATION INSTRUCTIONS TO INSTALL ANCHORS. GENERATOR - ATTACHMENT BASE, VARIES WITH MODEL SEE GENERATOR SPECS INSTALLED BY OTHERS. ALL MECHANICAL.SPECIFICATIONS o Qa z a- (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER -- Lu MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS U RESPONSIBILITY OF THE CONTRACTOR.. > J Z w; 8. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION Q U- N Q w °i: Y -M BY CONTRACTOR, et.. al. INDEMNIFIES & SAVES I❑- U , HARMLESS THIS ENGINEER U: 0 w FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & A.PPELILATE FEES RESULTING �/ w nDo a w vI O. FROM MATERIAL FABRICATION, SYSTEM: ERECTION, CONSTRUCTION PRACTICES BEYOND THAT L L _j a H N a Z (D: WHICH IS CALLED FOR_BY LOCAL, STATE, & FEDERAL CODES & C o p v z FROM DEVIATIONS OF'THIS PLAN. G M o 9. WATER -TIGHTNESS OF. EXISTING FINISHES SHALL BE THE FULL Q ^ W RESPONSIBILITY OF THE INSTALLING CONTRACTOR. '+ N ro CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED w Q < WATERPROOFING MEMBRANE IS:RESTORED AFTER (7 ❑ FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED p� HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY. i LL OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL RESP_0_ w ^ate - -WATERPROOFING • xa4r SEE ANCHOR SCHEDULE 10. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF o c o - -• ., 2'x3'x'o' GALV. STEEL SPECIALTY ENGINEER AND NOT THE ENGINEER OF RECORD. Y'a m m z <> j WASHER ` ` CONSEQUENTLY, THE ARCHITECT/ENGINEER OF RECORD SHALL = O:J J' 8 RUBBER VIBRATION PAD -- BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING Z-V ' °: g H M. e SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED 3 o O 0 sxxg ; x 1 BY THE PERMITTING CONTRACTOR.- 11. THIS DOCUMENT_IS-GENERIC-AND-DOES-NOT-PERTAIN70 z;< a < O _ w= -` _ Y SPECIFIC PROJECT SITE. INFORMATION CONTAINED:HEREIN IS oo�-.g�. & RUBBER _ -T> - - -- =__ - VIBRATION PAD _ �r t?" BASED ON CONTRACTOR -SUPPLIED DATA AND,MEASUREMENTS. ' S--�-2 7 CONCRETE PAD ---- N ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR m Z ` 6,000 PSI LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA LIGHTWEIGHT _._ _ _-. _ OR MEASUREMENTS._DIMENSN ON e �* S-. RE-5b 000 PST LIGHTWEIGHT -� �-- X CONCRETE MIX � J NOTES: I. Y DISTANCE DEPEND ON GENERATOR BASE L_NGTH, NO LESS THAN 2" OR ANCHOR REQUIREMENT. 2. X DISTANCE 3' FROM UNIT EDGE TO CLIP. 3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH. NO LESS THAN ANCHOR REQUIREMENTS CONJCRETE 14I E ESIGN FORCES AND OTHER -DESIGN CRITERIA. THEY MAY a.' w y g w C VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS W o r a MASTERFIBER i� SPECIFIED HEREIN. WORK: BE FIELD VERIFIED BY z . • . MAC 100 j OTHERS PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS MPYR.IGNT ENG:`EEiNG EIE4_--5; & ROAD MESH - - j -- - --- ' --- -� SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO FOAM CORE -" F 2 ' REEVALUATE OUR WORK UPON DISCOVERY OF ANY - 17-3961 INACCURATE INFORMATION PRIOR TO. MODIFICATION OF .2 EXISTING FIELD CONDITIONS AND FABRICATION AND SCALE: NTS UNLESS NOTED INSTALLATION) OF MATERIALS. ALTERATIONS OR ADDITIONS ,;F TO THIS DOCUMENT ARE NOT PERMITTED.AND INVALIDATE I OUR CERTIFICATION. - - 12. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONiAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENJDED. I