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Home My WebLink AboutEngineering r: /y� FRANK LBENNA t00,P.E. \ PEa 0046549 AMERICAST GENERATOR CONCRETE PAD 'PI (ON-GRADE APPLICATIONS ONLY) I \\ WIND DESIGN REQUIREMENTS_ (BASED ON ASCE 7-10&FLORIDA BUILDING CODE FIFTH EDITION(2014)) rP�u,amunzre '' ' AT-GRADE SIGN METHOD , FRANK L.BENNRRDO,P.E. \ GENERATOR m 186 mph ACID .\ I ULTIMATE DESIGN WIND SPEED Vult O FOR I PERMIT ONLY U.N.0 NOMINAL DESIGN WIND SPEED Vasd-144 mph NAMYN'IMORIGH.4 FlGNEERB ' A M E RI CAST i RISK CATEGORY-III INTERNAL PRESSURE COEF-N/A I L9EXPOSURE CATEGORY v D WIND DIRECTIONALITY FACTOR Kd=O,BS UP W N I � I "aIAu1 W ASOmnOA1" L ENCLOSURE CATEGORY-N/A HEIGHT M m AT GROUND O p,J eeY TAXI]P42fiMT rlLL�IpOP4WWill ,-1 L = I f1 �O ssN NSAw rwIFInA n Ixn GUST EFFECT FACTOR-0.65 PRESSURE AT HEIGHT H qh=77.56 Ib/R2 Z C .I h'Ip T>m.lt Tra4TI4ms w"^'4fAg' ?'_ FORCE COEFFICIENT U-1.44 ® FW-m^s E WIND PRESSURE: NO o>J 3 \ HVHZ OR NON-HVHZ P-qh G Cf-56.801b/R2(ASD) IV1'7 LL UI LL n \ I RISK EXPOSURE EXP RISK EXPOSURE EXP RISK EXPOSURE EXP �-- ----- -- - Z W ODj €j COUNTY , C D II C .� .!III,IV' .. - GENERAL NOTES _)� w L, PAD \ I .' '. s' c D rn g<LU t3'� THICKNESS } \ - _ "- P.BEACH 150 MPH 30.44 Psf 36.94 Psf 170 MPH 3909 Psf 47.44 Psf 180 MPH 43 83 Psf 521 Psf 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED `� L m O BROWARD 15fi MPH 32.92 Psf 39.95 Psf 170 MPH 39.09 Psf 47.44 Ps( 180�MPH 43 83 Psf 53,19 Psf IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2014 Z w ADS YP FLORIDA BUILDING CODE(Sth EDITION). uJ O N J^'�w MIAMI-DARE 165 MPH 36.83 Psf 44.69 Psf 175 MPH 41.43 Psf 50.28 Psf 186 MPH 46.80 Psf 56.80 Psf 2. REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR U~W a 10 ISOMETRIC VIEW USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE CERTIFICATION ON A JOB-SPECIFIC BASIS IN to a ACCORDANCE WITH THE GOVERNING CODE.SITE-SPECIFIC O W �+ PAD DIMENSIONS: GENERATOR TABLE. - LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH V3 O THE APPLICABLE BUILDING C06E SHALL BE LESS THAN OR .y Cervc EPAD - ALLOWABLE EQUAL TO THE DESIGN;PRESSURE'ASD':CAPACITY VALUES . GENEMTa0. BRAND&MODEL CAPACITY WIDTH';LENGTH HEIGHT WEIGHT'': COMMENTS LISTED HEREIN FORANY'ASSEMBLY AS SHOWN :C PRESSURE 3. DIMENSIONS ANDIWEIGHT OF UNITS SHALL CONFORM TO Generac 005871&005883 10 KW 2500 :.4600 2900 3871b5'. 54.00 Psf EXP C 186 MPH&D 180 MPH ANCHOR TO PAD SCHEDULE: SPECIFICATIONS STA7ED_HEREIN ` 4. UNITS MUST BE CENTEREO.ON PAD WITH,OPPOSITE SIDES u� Generac OOSB72&005086 14 KW 25 00 .4600 J2900 439Ibs 56.80 Psf HAVING EQUAL CLEARANCE A MINIMUM DISTANCE FROM UNIT >LL m ti Generac 6459,6461,6462 16 KW 25 00 " A800 29.00 5131hs .56.80 Psf SUBSTRATe DeSCRIP720N TO PAD EDGE IS SPECIFIED > N Q •us n GENERATOR UNIT BY Generac 006721 S6 KW 25 00" 48 00 ,29.00 4981bz }'S6.80 Psf S. THE AREA UNDER CONCERETE SLAB ON GROUND SHALLHAVE Q o I SEPARATE SUBMITTAL Generac005873&005885 17 KW 25.00" 48.00" *29.00"' 4551bs 56.80 Psf ! CONCRETE: (21-3/B'D MEN HD ALL VEGETATION,STUMPS,ROOTS,AND,FOREIGN MATERIALS u �C ti' n T]� 3 (SEE SCHEDULE FOR (6000 P51 OR EQUIVALENT, REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS F1 a m c a OL. MINIMUM WEIGHT I Generac 005874&005886 17 KW 25.00" �AI 00 ::29.00- 421 Ibs - 56.80 Ps( UP TO EXPOSURE D 186 MPH MIN 2-3/4'FULL EMBED VERIFIED BY OTHERS., ., " - - ) 0 CONCRETE,7'MIN 6. RESISTANCE TO SLIDING OF THE PAD ON�THE GROUND IS'N0T m K n L9 LU REQUIRED) Generac005875&005887 20 KW 2S.00" =4800 4 29.00 4SS Ib' 56.80 Psf EDGE DISTANCE,6- PART 3F THIS DOCUMENT;ASSOIL CHARACTERISTICS AND PAD ewc e S - Generac 006729&006730 20KW 25.00" '4806---29.00 SSfi Ibs-- 'Sfi.80 Psf IN.SPACING TO ANY PLACEMENT VARIES Generac 006551&006552 22 KW 25.00" 4800 29.00 52616s S6.BO Psf - ADJACENTANCHOR. 7.. ELECTRICAL GROUND,WHEN REQUIRED,TO'BE DESIGNED& Q W m a INSTALLED BY OTHERS.ALL MECHANICAL SPECIFICATIONS ds W W Kohler 14RII&211E5 14-21 KW 26,00" 41,011 21,10" 1.Ibs S6.80 Psf (CLEAR SPACE,TONNAGE,ETC.)SHALL BE AS PER 0=0 NOTES: MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS VI O GE 40323GE&40324GE 13 KW 35.00 39.40 39.00" 5401bs 49.50 Psf EXP C 186 MPH&D 170 MPH 1. ANCHOR QUANTITY PER LONG SIDE RESPONSIBILITY OF THE CONTRACTOR. mo U 54'LENGTH } GE 04038215KW 15 KW 33.00" 48.00 30.50" 484Ibs 56.80 Psf ! 2..EMBEDMENTAND EDGE DISTANCE B. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL ` v O EXCLUDES FINISHES,IF DESIGN AS SHOWN ONLY.USE OF THIS SPECIFICATION BY F 3 PUN VIEW GE 04037817KW 17 KW 33.00 48 00 30.50" 484Ibs 56.80 Psf UP TO EXPOSURE D 186 MPH APPLICABLE:.,'.- CONTRACTOR,at al.INDEMNIFIES&SAVES HARMLESS THIS (n 9 - GE 40330GE&40331GE 20 KW 33.00" 48.00 30.50 600lbs 56.80 Psf 3 ENSURE MINIMUM EDGE DISTANCE ENGINEER FOR ALL COST&DAMAGES INCLUDING LEGAL FEES a 7 Briggs&Stratton Og0243.0 AS NOTED IN ANCHOR SCHEDULE. &APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, il4 w m 8gs 10 KW 31.00 32.00" 34.00 4301bs 56.80 Psf a:`ENSURE MNJIMUM'SPACING TO SYSTEM ERECTION,CONSTRUCTION PRACTICES BEYOND THAT V ii1+ L9 Y QO $ CONCRETE PAD BTlggs&Stratton 040302-2 12 KW 33.75" 50.00' 31.60" 5071bs 54.00 Psf EXP C 186 MPH&O 180 MPH 'ANY ADJacENT ANCHORS. dy WHICH IS CALLED FOR BY LOCAL,STATE,,&FEDERAL CODES& ROAD MESH } ` Brigs&Stratton 040303-1 5`�`FOLLOW MANUFACTURERS. 6 f�' O MASTERFIBER :. `r g 15 KW 33.75" 49.00" 31.fi0" 5621b5 56.80 PSf ;:-INSTAUATIONINSTp rIONS TO FROM DEVIATIONS OF THIS PLAN. MACI00 3'MIN q•MIN ".BTlggs&Stratton 040304-1 18 KW 33.75" 49.00" 31.60" 5681bs 56.80 Psf UP TO EXPOSURE D 186 MPH INSTALLANCNORS,:) 9. WATER-TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL w �� GROUND Brlggs&Stratton 040305-1 20 KW 33.75" 49.00 31.60 5701bs 56.80 Psf RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED �By .. ..„ .. M Generac 7035,7036,7037 I6 KW 25.00" 48.00 29.00 4061h5 47.44 Psf WATERPROOFING MEMBRANE IS RESTORED AFTER a 4 Generac 007038&007039 20 KW 25.00" 48.00' 29.00" 4481bs 47.44 Psf EXP C I86 MPH&D 170 MPH ..,..,.... FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED n 50^ HEREIN.THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY n n Generac 007042&7043 22 KW 25.00 48.00 29.00 4661hs 47.44 Psf �.GENERATOR WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS a a i° 54 ATTACHMENT BASE - WATER-TIGHTNESS SMALL BE THE FULL RESPONSIBILITY OF a S- VARIES WiTN MODEL -� o GENERATOR MOUNTING CONFIGURATION: seEGENERATORSPECS THEINsrALLlNccoNTRAcroR. ZZ 10. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF Y 4 GENERATOR ;e•5IMP50N FEN HD, SPECIALTY ENGINEER AND NOT THE ENGINEER OF RECORD. , 69Wq GENERATOR ATTACHMENT BASE - SEE ANCHOR SCM EDULE ! CONSEQUENTLY,THE ARCHITECT/ENGINEER OF RECORD SHALL yy OR SIMPSON A24 AN BRACE 2•x3°xis"GALV.STEEL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING ,9 9 B S $ W/(4)a10 SS 316 SELF-DRILLING WASHER __ SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED ]] z B n SCREWS- RUBBER VIBRATION PAD BY THE PERMITTING CONTRACTOR:':. V GENERATOR 11. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY ! (SEE GENERATOR SPECS) I! SPECIFIC PROJECT SITE.INFORMATION CONTAINED'HEREIN IS MIR BASED ON CONTRACTOR-SUPPLIED DATA AND MEASUREMENTS. mW$ THICK GALVANIZED �..: ENGINEERING EXPRESS SHALL'NOT BEHELD RESPONSIBLE OR y B = I ! I GENERATOR I WASHER&RUBBER T LIABLE IN ANY WAY FOR ERRONEOUS O,R INACCURATE DATA VIBRATION PAD 1 n OR MEASUREMENTS.DIMENSIONS ARE SHOWN TO ILLUSTRATE (SEE CONCRETE PAD CONCRETE PAD i SCHEDULE FOR 6,000 PSI % I DESIGN FORCES ANDOTHER DESIGN CRJTERIA.THE1/MAY DIMENSIONS&WEIGHT `�- U HTWEIGHT - -=;1- `a VARY SLIGHTLY,BUT.�MUST REMAIN WITHIN THE LIMITATIONS ee ......Hill . CONCRE E b REQUIRED X CONCRETE MI% SPECIFIED HEREIN.WORK BE FIELD VERIFIED BY rowNexr FAewerwrve matsss 3 fi,000 PSI OTHERS PRIOR TO CONSTRUCTION.ENGINEERING EXPRESS LIGHTWEIGHT \ MASTERFIBER MAC100 /.�•;�%�i%i SHALLBENOTIFIEDANDGIVENANOPPORTUNITYTO 17-3961,1 4" I fl CONCASTE�MIX &ROAD MESH /�'ii;:%!!%�'. REEVALUATE OUR WORK UPON.DISCOVERY OF ANY, gCALN NTB UNLESS NOTED '' Zn INACCURATE INFORMATION PRIOR TO MODIFICATION OF ov I� WIDTH I I ;NOTES: _ FOAM CORE EXISTING FIELD CONDITIONS AND FABRICATION AND 32 .� " 54"LENGTH T 1. Y DISTANCE DEPEND ON BASE LENGTH,NO LESS THAN 2'. INSTALLATION OF MATERIALS.ALTERATIONS OR ADDITIONS n 2. X DISTANCE 3-FROM UNIT EDGE TO CLIP. TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE SIDE VIEW FRONT VIEW 3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH,NO LESS THAN OUR CERTIFICATION. C(I-!II ANCHOR REQUIREMENTS 12. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.