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Home My WebLink AboutAMERICAST GENERATOR CONCRETE PADf \ 1OT/Y GENERATOR _ ~ � I PAD THICKNESS GTN/ �PPD�EN rrnnn cTor� �.rc�n, PAD DIMENSIONS: CONCRETE PAD GENERATOR 1-a = GENERATOR UNIT BY M SEPARATE SUBMITTAL 3 (SEE SCHEDULE FOR MINIMUM WEIGHT REQUIRED) 54" LENGTH PLAN VIEW 1 CONCRETE PAD ROAD MESH 1 MASTERFIBER i MAC100 3 MIN 4' MIN GROUNDS AMERICAST GENERATOR CONCRETE PAD GENERATOR TABLE: (ON -GRADE APPLICATIONS ONLY) AMERICAST •MADH IN AMIRMCM:• FED TAX a 20.82 ou Uc&MM dS994=0163 6300 N..=Av F=P9eme,R 1012 T.I. 77XV71-I m I = 771-51-o D HVHZ OR NON-HVHZ RISK EXPOSURE (EXP) RISK EXPOSURE (EXP) RISK EXPOSURE (EXP) COUNTY I C D II C ifill_IVI P. BEACH 150 MPH 30.44 Psf 36.94 Psf 170 MPH 39.09 Psf 47.44 Psf 180 MPH 43 83.Psf 53.19 Psf BROWARD 156 MPH 32.92 Psf 39.95 Psf 170 MPH 1175 39.09 Psf 47.44 Psf 180 MPH 43:83 Psf 53.19;Psf, MIAMI-DADE 165 MPH 36.83 Psf 44.69 Psf MPH 41.43 Psf 50.28 Psf 186 MPH 46.80 Psf 56.80 Psf BRAND &MODEL CAPACITY WIDTH -LENGTH --HEIGHT_ r 0EIGHI' ALLOWABLE /.+ PRESSURE COMMENTS Generac 005871 & 005883 10 KW 25.00_" �48:00 "- -29.00." 11 C 387:Ibs., 54.00 Psf EXP C 186 MPH & D 180 MPH Generac 005872 & 005884 14 KW 25.06 " ; 48:00=-'__ ; 29:00 " 439 Ibs ._ 56.80 Psf UP TO EXPOSURE D 186 MPH Generac 6459, 6461, 6462 16 KW 25.00 ' --48 00 - ".29.00'! 513 14, '`456.80 Psf Generac 006721 16 KW 25.00 ' `48.00." - 29A0'_'- 448 Ibs_' Y 56.80 Psf Generac 005873 & 005885 17 KW 25.00 " 48.00 " '29:00:" ' 455 Ibs 56.80 Psf Generac 005874 & 005886 17 KW 25:0Q, _ , 48:00 n ;,., 29.00 4'1, -"421"Ibsj;j_ 56:80=Psf Generac 005875 & 005887 20 KW 25.00! ' I48:00 "� 29.001' 45116•s' '56"4&PSf Generac 006729 & 006730 20 KW 25.00 ,r '48 00 i. - 29 00 r` 516 Ib's - 56.80 Psf Generac 006551 & 006552 22 KW 25.00 " 48.00 " 29.00 " 526 Ibs 56.80 Psf Kohler 14RES & 20RES 14-20 KW 26.00 " 48.00 " 29.00 " 500 Ibs 56.80 Psf GE 40323GE & 40324GE 13 KW 35.00 " 39.40 " 39.00 " 540 Ibs 49.50 Psf EXP C 186 MPH & D 170 MPH GE 040382 15KW 15 KW 33. 00 " 48.00 " 30.50 " 484 Ibs 56.80 Psf UP TO EXPOSURE D 186 MPH GE_040378 17KW 17 KW 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 10 KW 31.00 " 32.00 " 34.00 " 430 Ibs 56.80 Psf Briggs & Stratton 040302-2 12 KW 33.75 " 50.00 " 31.60 " 507 Ibs 54.00 Psf EXP C 186 MPH & D 180 MPH Briggs & Stratton 040303-1 15 KW 33.75 " 49.00 " 31.60 " 562 Ibs 56.80 Psf UP TO EXPOSURE D 186 MPH Briggs & Stratton 040304-1 18 KW 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 " 48.00 " 29.00 " 448 Ibs 47.44 Psf 6enerac007042 & 7043 22 KW 25.00 " 48.00 " 29.00 " 466 Ibs 47.44 Psf ' 1` -' -GENERATOR MOUNTING CONFIGURATION: GENERATOR ATTACHMENT BASE OR SIMPSON A24 ANGLE BRACE W/ (4) #10 SS 316 SELF -DRILLING Q 1T1 F�� I _ = GENERATOR (SEE CONCRETE PAD w (DSCHEDULEFOR DIMENSIONS & WEIGHT REQUIRED) 4" - � I II I } 32" WIDTH } i 54" LENGTH } n o SIDE VIEW FRONT VIEW m v 0 GENERATOR WIND DESIGN REOUIREMENTS- (BASED ON ASCE 7-10 & FLORIDA BUILDING CODE FIFTH EDITION (2014)) 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: ( OR EQUITITEN VALENT, MIN.) MIND (6PSI 2-3/4" FULL EMBED MIN.) O CONCRETE, 3" MIN. EDGE DISTANCE, 6" MIN. SPACING TO ANY ADJACENT ANCHOR. 1. 2. 3. 4. 5. 6. 7. NOTES: 1. ANCHOR QUANTITY PER LONG SIDE 2., EMBEDMENT AND EDGE DISTANCE 8. EXCLUDES_FINISHES, IF APPLICABLE. " -- 3.__ ENSURE MINIMUM,EDGE DISTANCE I' AS -NOTEO,IN ANCHOR SCHEDULE. I` �•4 _kUREMINIMUM SPACING TO -ANY ADJACENT ANCHORS. -5 1FOLLOW MANUFACTURER'S L_.INSTALLATION/INSTRUCTIONS TO 9. --INSTALL ANCHORS i .GENERATOR_- ATTACHMENT - SEE 'GENERATOR SPECS C -/ %e" SIMPSON TITEN HD, SEE ANCHOR SCHEDULE 2"x3"x3/e" GALV. STEEL - WASHER RUBBER VIBRATION PAD - 10. _ TO GENERATOR '" - 11. (SEE GEN.ERATOR.SP_ECS) '` I %-THICKGALVANIZED__ - '__ WASHER&•RUBBER'- - VIBRATION PAD- t % -_`_ I ` CONCRETE PAD - M 6,000 PSI < D" /, )( LIGHTWEIGHT CONCRETE MIX CONCRETE PA' 6,000 PSI-- LIGHTWEIGHT \ MASTERFIBER MAC 100 MESH -CONCRETEtMIX ? &ROAD FOAM CORE -_-1-._ Y'DISTANCE DEPEND:OWGENERATOR BASE LENGTH, NO LESS THAN 2". 2. X DISTANCE 3" FROM UNIT EDGE TO CLIP. 3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH, NO LESS THAN ANCHOR REQUIREMENTS 12. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE (5th EDITION). 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.SHZCBE LESS. THAN OR EQUAL TO THE DESIGN-PRESSURE-"ASD CAPACITY VALUES LISTED HEREIN FOR ANY ASSEEMBL--AS, /, DIMENSIONS AND -WEIGHT OF'ONITS SHALL`CO.NF.ORM TO SPECIFICATIONS STATED -HEREIN..__- "'; 1, / UNITS MUST BE CENTERED ON PAD WITH.OP �OSITE SIDES HAVING EQUAL CLEARANMINIMUM DISTANCE FROM UNIT TO PAD EDGE IS SPECIFIED i;' , THE AREA UNDER CONCERETE SLAB ON-GROUNdSHALL-HAVE ALL VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR TO INSTALLATION OIV-COMPACTED SOIL AS VERIFIED BY OTHERS RESISTANCE TO -SLIDING OF)THE'P.AD ON THEIGROUND,ISMOT PART OF THIS DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES .?' ` 1� 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 INCL UDING 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 EXPRE5S_SH 'LL-NOTBE-HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO`ILLUSTRATE DESIGN FORCES ANDIDTHER DESIGN CRITERIA.`THEY•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 OPPORTUNITY TO REEVALUATE OUR WORK UPOWDISCOVERYYOFANY� „ N , INACCURATE INFORMATION -PRIOR -TO MODIFICATION OF ' 7 EXISTING FIELD CONDITIONS;AND FABRICATION AND INSTALLATION OF MATERIALS: ALTERATIONS_Of$QDDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. L. BENNARDO, P.E. Z L. BENNARDO, P.E. 0 ON Z O d' �p wr/ yz �Mgo°L, J w y WIQ -v)LL �X�* Z111 0 xn002 w (D 0J z a F- U'a�>aLLwWa §Qw3-0 a4,01%s O N ^w III u W ul w 0 UJ @j Z LL C7 Lo 0�a=w LU - O 0.1 w r-I uj Q In o QOw6 .N1 L, w a 0 a 0 w W aN 2 C II<_j y z x C p QIn In ti aS w w x � to O Mo Z U �rgc� Y/ RS Y W ^' a n I.- - �U)_ m zra�� B 0 LL • F�r 4 9 w I"' N m NOZ2 3 �w LL L co) C7 , '`�'�` 2 z 3 00 oow o g 5 . �W,� 22 g Hw o a y Y w o �zpo� 8 ,6.9 m w COPYRIGHT ENGINEERING EXPRESS 17-3961.1 SCALE: NTS UNLESS NOTED OF 71