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Home My WebLink AboutGENERATOR CONCRETE PAD0 AMERICAST GENERATOR CONCRET GENERATOR i PAD THICKNESS PAD DIMENSIONS: CONCRETE PAD ------ GENERATOR. --,-., ISOMETRIC VIEW GENERATOR TABLE: f GENERATOR UNIT BY SEPARATE SUBMITTAL $ (SEE SCHEDULE FOR j MINIMUM WEIGHT j REQUIRED) 1-- 54" LENGTH ------- PLAN VIEW CONCRETE�AD:- ROAD NFSk IASTERFIBER - ; •'�: 3" MIN MAC100 4" MIN GROUND y 2"-MIN " 50!- CD m�-".,,i d o > ~ 2 � I f l7 w f = f t t E I i M ---32" WIDTH (ON -GRADE APPLICATIONS ONLY) - �S IN AMteRIOA:• FLa TAXi20.E3S3347 LiCQiS6 JSS9P.70p1o16i asa:l»lenaeAwe Twt:fl3t9u Tel. MWI-108 Pox: =-4444M Emil; tSa�.v�*'c.4L}'s��1H-s,•,e rennrl.refecble:nr.sn= HVHZ OR NON-HVHZ COUNTY RISK EXPOSURE (EXP) RISK EXPOSURE (EXP) RISK EXP05URE (EXP) I C D II C D III, IV C p. P. BEACH 150 MPH 30.44 Psf 136.94 Psf 1170 MPH 39.09 Psf 47.44 Psf 180 MPH '43.83. Psf 53.19 Psf BROWARD 156 MPH 3292 Psf 139.95 Psf 1170 MPH 39.09 Psf 141.44 Psf 180 MPH 43.83. Psf 53.19 Psf MIAMI-DADE 165 MPH 36.83 Psf 44.69 Psf 1175 MPH 141.43 Psf 150.28 Psf 186 MPH 46.80 Psf 56.80 Psf BRANDMODEL & CAPACITY WIDTH LENGTH HEIGHT WEIGHT ALLOWABLE PRESSURE COMMENTS Generac 005871 & 005883 SO KW 25.00 " 49.00 " 29.00 " 387 Ibs 54.00 Psf EXP C 186 MPH & D 180 MPH Generac 005872 & 005884 14 KW 25.00 " 48.00 " 29.00 " 439 Ibs 56.80 Psf UP TO EXPCSURE D 186 MPH Generac 6459, 6461, 6462 16 KW 25:00" 48.00 " 29.00 " 513 Ibs 56.80 Psf Generac 006721 16 KW 25.00" 48.00" 29.00" 448 lbs 56.80 Psf Generac 005873 & 005885 17 KW 25.00 " 48.00 " 29.00 " 455 Ibs 56.80 Psf Generac 005874 & 005886 17 KW 25-00 " 48.00 29.00 " 42.1 Ibs 56.80 Psf Generac 005875 & 005887 20 KW 25.00 " 48.00 " 29.00 " i 451 Ibs 56.80 Psf Generac 006729 & 006730 20 KW 25.00 " 48.00 " 29.00 " 516 Ibs 56.80 Psf Generac006551 & 006552 22 KW 25.00" 48:00" 29.00 " 5-26 lbs 56.80 Psf Kohler 14RES & 20RES 1420 KW 26.00" 48.00" 29.00" 500lbs 56.80 Psf GE 40323GE & 40324GE 13 KW 35.00" 39.40" 39.00" 540lbs 49.50 Psf EXP C 186 MPH & D 170 MPH GE 0403821SKW 15 KW 33.00" 48.00 '1 30.50 " 484lbs 56.80 Psf pI0_EXP-05URE_D_186_MPH GE 04037817KW 17 KIN 33.00 " 48:00 " 30.50" 484`Ibs 56.80 Psf GE 40330GE & 40331GE 20 KW 33.00 48.00 30.50 " 600 Ibs 56.80 Psf Briggs &Stratton 040243-0 gg 10 KW 31.00 " 32.00 " i, 34.00 430 Ibs 56.80 Psf Briggs, &Stratton 040302-2 12 KW 33.75 " 50.00" 1 31.60 " 507 Ibs 54.00 Psf EXP C 186 MPH & D 180 MPH Briggs &Stratton 040303-1 15 KW 33.75 " 49.00.n 31.60" 562 Ibs 56.80 Psf , UP TO EXPOSURE D 186 MPH Briggs &Stratton 040304-1 18 KIN 33.75 " 49.00" 31.60 " 568 Ibs 56.80 Psf Briggs& Stratton 040305-1 20 KW 33.75" 49.00" 31.60." 570 Ibs 56.80 Psf Generac 7035, 7036, 7037 16 KW 25.00 " 48.00" 29.00 " 406 Ibs 47.44 Psf EXP C 186 MPH & D 170 MPH Generac 007038 & 007039 20 KW 25.00" 48.OD" 29.00" 448 lbs 47.44 Psf Generac 007042 & 7043 22 KW 25.00 " 4&00" 1 29.00" 466 Ibs 47.44 Psf GENERATOR MOUNTING CONFIGURATION: GENERATOR ATTACHMENT BASE OR SIMPSON A24 ANGLE BRACE W1 (4) # 10 SS 316 SELF -DRILLING SCREWS TO GENERATOR ` (SEE GENERATOR SPECS) ie THICK GALVANIZED WASH RUBBER GENERATOR i VIBRATION PAD/ (SEE CONCRETE PAD SCHEDULE FOR DIMENSIONS & WEIGHT j REQUIRED) ! 4" �. 54" LENGTH l CONCRETE PAD 6,000 PSI LIGHTWEIGHT CONCRETE MIX E PAD WIND -DESIGN REQUIREMENTS= 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, THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED TN ACCORDANCE WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE (5th EDITION). 2 REQUIRED WIND LOAD D I ES GN 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. ANCH_ OR_TO PAD SCHEDULE: DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES - SUBSTRATE i HAVING EQUAL CLEARANCE. A MINIMUM DISTANCE FROM UNIT DESCRIPTION i TO PAD EDGE IS SPECIFIED. 5. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE CONCRETE: I (2)'3/8"I7 TITEN HD i ALL VEGETATION, STUMPS ROOTS, AND FOREIGN MATERIALS � (6000 PSI I OR EQUIVALENT, i REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS MIN.) ! 2-3/4" FULL EMBED VERIFIED BY'OTHERS. TO CONCRETE, 3" MIN; 6, RESISTANCE TO SLIDING OF THE PAD ON'THE GROUND IS NOT EDGE DISTANCE, 6" PART OF THIS DOCUMENT AS SOIL CHARACTERISTICS AND PAD' MIN. SPACING TO ANYj PLACEMENT VARIES. ADJACENT ANCHOR. 7. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & - -- ----- -� INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER NOTES: MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS 1. ANCHOR QUANTITY PER LONG SIDE RESPONSIBILITY OF THE CONTRACTOR. 2. EMBEDMENT AND EDGE DISTANCE 8. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL EXCLUDES FINISHES, IF DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY APPLICABLE 3. ENSURE MIIJIMUM EDGE DISTANCE CONTRACTOR; et: aL-INDEMNIFIES-&-SAVES-HARMLESS-THT5 AS NOTED IN ANCHOR SCHEDULE. ENGINEER FOR ALL COST & DAMAGES.INCLUDING LEGAL FEES 4. ENSURE MINIMUM SPACING TO & APPELLATE FEES RESULTING FROM MATERIAL FABRICION SYSTEM' ERECTION, CONSTRUCTION PRACTICES BEYOND THAT ANY ADJACENT ANCHORS, S. FOLLOW MANUFACTURER'S WHICH IS CALLED FOR BY LOCAL, STATE & FEDERAL CODES & INSTALLATION INSTRUCTIONS TO FROM DEVIATIONS OF THIS PLAN. INSTALL ANCHORS. 9• 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 GENERATOR - HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY ATTACHMENT BASE, WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS VARIES WITH MODEL WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF SEE GENERATOR SPECS �' THE INSTALLING CONTRACTOR. rr 10. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF GENERATOR -"� 38" SIMPSON TITEN HD, - . \ SPECIALTY ENGINEER AND NOT THE ENGINEER OF RECORD. SEE ANCHOR SCHEDULE \ CONSEQUENTLY, THE ARCHITECT/ENGINEER OF RECORD SHALL 2"x3"x3A" GALV. STEEL - �t BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING WASHER ` SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED \\ RUBBER VIBRATION PAD -� BY THE PERMITTING CONTRACTOR. 11. 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 {/, I I LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA �� CONCRETE PAD OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO ILLUSTRATE ` - ^' - r+1 { 6,000 PSI i DESIGN FORCES AND OTHER DESIGN CRITERIA. LIGHTWEIGHT THEY MAY \� CONCRETE MIX / 'v VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS X SPECIFIED HEREIN. WORK SHALL BE FIELD. VERIFIED BY , I OTHERS PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS MASTERFIBER MAC 100 f , j SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO & ROAD MESH NOTES_: 1. Y DISTANCE DEPEND ON GENERATOR BASE LENGTH, NO LESS THAN 2". 2. X DISTANCE 3" FROM UNIT EDGE TO CLIP, -� REEVALUATE OUR WORK UPON DISCOVERY OF ANY FOAM CORE _ �-2" . INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR ADDITIONS TO THIS DOCIIMFNT ARF NOT PFRMTT-rFn ANn TNVAI 1neTC VJK L. BENNARDO, P.E. 0046549 Ei I, AIJK L. BENNAR00, P;E! . Wrr Z; ! I 0 f ;'H1I - LLW W M my 2: wI•"J�wVm u, W- 0 LL U) ,� X W ZW wjU z'- [� 4 ¢ �` 0 �Q W �wL7 0 Osmo0WF wW aW F4-izW..W M Lu U O H c.0 - 1 ( ce a w z xw Lu O w W tD (n a LLT co W �. 01 C`4 a U � O L9wG LU ° cr n MO Q n (7 w `'� v Z � {Zrn � N [1J. m 0 w w r n N O o z U d S u lua�`�I ,f,l oN-z Y LL In �1w �H t2oay- Z ��O I i 1 w ?z? p U Z L G 02!a to ioi moe YIw<1 w 55 ui 1 17=3961.1 1 A