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Home My WebLink AboutGENERATOR CONCRETE PADAMERICAST GENERATOR CONCRETE PAD r- N �\ \ GENERATOR__ .I i PAD - THICKNESS \ 1A PPV LEN rcnnn cTor� vrc�nr PAD DIMENSIONS: CONCRETE PAD GENERATOR = GENERATOR UNIT BY o SEPARATE SUBMITTAL 3 (SEE SCHEDULE FOR N MINIMUM WEIGHT REQUIRED) 54" LENGTH PLAN VIEW - CONCRETE PAD ROAD MESH r' MASTERFIBER I l ! MAC100 3-1-MIN 4' MINN,, GROUND GENERATOR TABLE: WANNED BY StLuuieuntr (ON -GRADE APPLICATIONS ONLY) )m AMERICAST •B ADD IN AM IZIOAI• FEUTAXi20-9232343 LICEM4W9-=50163 S303 Pdnsuo A-- Fort Plan, FL 34992 T.L 712471-1959 Fat 771-664-050D Emall: �aie(2�wee4nMuw4m mM�.Indfc2801GA vheae, HVHZ OR NON-HVHZ COUNTY RISK EXPOSURE (EXP) RISK EXPOSURE (EXP) RISK EXPOSURE (EXP) I C D II c impia IiIII,.IVII P. BEACH 150 MPH 30.44 Psf 36.94 Psf 170 MPH 39.09 Psf 47.44 Psf ':& MPH 43.83 Psf 53.19 Psf BROWARD 156 MPH 32.92 Psf 39.95 Psf 170 MPH 39.09 Psf 47.44 Psf 180-MPH '43:83 Psf 53"19.Psf; 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 WIDTH LENGTH I HEIGHT .-., WEIGHT jALLOWABLE . - PRESSURE COMMENTS Generac 005871 & 005883 10 KW 25.00' ; 48 00 29100 387 Ibs `41.43 Psf EXP C 175 MPH & D 156 MPH Generac 005872 & 005884 14 KW 25 00 I 48 00 29 00 ' -439 Ibs ', 4Z:44 Psf Ij EXP C 186 MPH & D 156 MPH Generac 6459, 6461, 6462 16 KW 25.00 ' ' 48 00 -29.00 ' _ :"513 Ibs 47:44 Psf Generac 006721 16 KW 25.00 " 48.00 " 29:00,1 _448' Ibs 47.44 Psf Generac 005873 & 005885 17 KW 25.00", 48.00'_ _ 29.00."-_ _455_lbs_ _. 47.44.Psf _ Generac 005874 & 005886 17 KW 25 00 ;! '48 00 ? ;6 29 00 "421 Ibs �f ;47:44 Psf -, Generac 005875 & 005887 20 KW 25.00 " ; 4&00.' : :29;00-"=, 4511bs- a:;--47A4 Psf Generac 006729 & 006730 20 KW 25.00 " =48-00 -' 29 00 ' • =516 Ibs='1- 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 " 30.50 " 484lbs 43.83 Psf EXP C 180 MPH & D 156 MPH .GE.04037817KW 17 KW 33.00 " 48.00 " 30.50 " 484lbs 43.83 Psf GE 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 " 507lbs 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 Generac007042 & 7043 22 KW 25.00 " 48.00 " 29.00 " 466 Ibs 47.44 Psf IO' \. j iZ. d 14 _ GENERATOR MOUNTING CONFIGURATION: GENERATOR ATTACHMENT BASE _ OR SIMPSON A24 ANGLE BRACE W/ (4) #SO SS 316 SELF -DRILLING T I-F � SCREWS Y TO GENERATOR (SEE GENERATOR SPECS) %11 THICK GALVANIZED ! I- F GENERATOR WASHER& RUBBER (SEE CONCRETE PAD ww SCHEDULE FOR DIMENSIONS & WEIGHT _ = REQUIRED) 4" FJL } --32" WIDTH + +-54" LENGTH - N SIDE VIEW FRONT VIEW 0 0 GENERATOR <t, WIND DESIGN REQUIREMENTS - (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----------- ANCHOR TO PAD SCHEDULE SUBSTRATES DESCRIPTION CONCRETE: (2)-3/8"0 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. NOTES: 1. ANCHOR QUANTITY PER LONG SIDE 2.,-EMBEDMENT AND EDGE DISTANCE lleEXCLUDES_FINISHES,IF APPLICABLE ---.-. __3 ENSURE MINIMUM I ,� I AS'NOTED IN'ANCF ! I' 4 --ENSURE MINIMUM ! ANY ADJACENT AN( Ij _5 FOLLOW MANUFACI ==INSTALLATION -INS' -INSTALL ANCHORS, - - r SEE GENERATOR SPE %e' SIMPSON TITEN HD, SEE ANCHOR SCHEDULE 2"x3"x%" GALV. STEEL - WASHER RUBBER VIBRATION PAD - J , ` CONCRETE PAD - 6,000 PSI rr LIGHTWEIGHT CONCRETE PAD CONCRETE MIX 6,000 PSI- LIGHTWEIGHT ` MASTERFIBER MAC 100 i CONCRETEIMIX "' & ROAD MESH NOTES " I _ ^' FOAM CORE t'. 1. -'Y DISTANCE DEPEND -ON GENERATOR BASE LENGTH, NO LESS THAN 211. 2. X DISTANCE 3" FROM UNIT EDGE TO CLIP. 3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH, NO LESS THAN ANCHOR REQUIREMENTS E DISTANCE SCHEDULE. ZING TO RS. =R'S CTIONS TO _ -,z 1. 2. 3. 4. S. 6. 7. 8. 9. 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 LESSTHANOR EQUAL TO THE DESIGN PRESSURE "ASD" CAPACITY VALUES LISTED HEREIN FOR ANY'ASSEMBLY AS SHOWN r,' �' DIMENSIONS AND'WEIGHT OF UNITS SHALLCONFORM•TO SPECIFICATIONS STATED HEREIN '-I ' UNITS MUST BE CENTERED ON PAD_ WITH OPPOSITE SIDES HAVING EQUAL CLEARANCE A MINIMUM DISTANCE.F.ROM UNIT TO PAD EDGE IS SPECIFIED `:,LL ` f' CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE125 PCF THE AREA UNDER CONCERETE SLAB _ON ;GRO,UND SHALL HAVE ALL VEGETATION, STUMPS, ROOTS, AND_FOREIGN MATERIALS REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS. r «t 7 ` .1 TT q= ,i , P h:`. I f---„ RESISTANCE TOSLIDING OF THE PAD ON_THE GROUND -IS NOT PART OF THIS DOCUMENT, AS SOIL CHARAGIERISTICS AND PAD PLACEMENT VARIES „= 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 CONTAINED'HEREIN IS BASED ON CONTRACTOR-SUPPLIED.DATA AND.MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR IN DATA OR MEASUREMENTS- DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND!OTHER'DESIGN CRITERIA TH&MAY VARY SLIGHTLY, BUT -MUST REMAIN WITHIN THE -LIMITATIONS SPECIFIED HEREIN. WORK -SHALL BE-FIELD�VERIFIED BY OTHERS PRIOR TO CONSTRUCTION; ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN, AN OPPORTUNITYTO REEVALUATE OUR WORK UPON DISCOVERY OFrANY� it 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.L�z01 L. 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 N Z � � O ey. ® W (r) LL c LL1 M0 u) Ou In WLL III cn V) Q. xLU N_ Z�0 ""� F->Uv�x¢ ZrC ¢ aLLww D:Q W �wU' � 0z M 4 WW OX;'OnzulW N J M w W U U'iWq@jz N,�-IS0 a w z O Uw w j O d z O_ J ~ La i J 00 O o Z W QQ w In O LU Y _ es M Ukur� F- �WIn w ^ J a 00 2 w N In Lu Mom^ C)ro OLL g� O_ p ` Q In Y D' w � � m LU of O W ? - uj' O Z a€g r = LL M m 0! � U OOO ogg o ocw E;j. www�3 I' M0 w o ¢ Wmwoo Yw07 m n EC mi oy�F_ s w z 2 COPYRIGHT ENGINEERING EXPRESS 17-3961.1 SCALE: NITS UNLESS NOTED L