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Home My WebLink AboutAPPROVED Slab SpecsSTEP 1: DETERMINE WIND VELOCITY PER LOCATION, RISK, AND EXPOSURE off I AMERICAST ASCE 7-10 & 7-16 ULT WIND VELOCITY TO ASD DESIGN PRESSURE AT GRADE CONVERSION CHART - HVHZ OR NON HVHZ EXAMPLE RISK EXPOSURE RISK EXPOSURE RISK EXPOSURE COUNTY I C D II C D I III, IV C I D FORT MYERS 145 MPH 29.4 PSF 35.6 PSF 160 MPH 35.8 PSF 43.4 PSF 175 MPH 42.8 PSF 51.9 PSF PALM BEACH 150 MPH 31.5 PSF 38.1 PSF 170 MPH 40.4 PSF 49.0 PSF 180 MPH 45.3 PSF 54.9 PSF BROWARD 156 MPH 34.0 PSF 41.2 PSF 170 MPH 40.4 PSF 49.0 P5F 180 MPH 45.3 PSF 54.9 PSF MIAMI-DADE 165 MPH 38.1 PSF 46.1 PSF 175 MPH 42.8 PSF 51.9 PSF 186 MPH 48.4 PSF SEA PSF MONROE 17S MPH 42.8 PSF 51.9 PSF 190 MPH 45.3 PSF 54.9 PSF 200 MP155 .9 P5F 67.8 PSF Kt (Ew C/O) (Table 26.10-11= D.85 1.03 Kd (Table 26.E-1' = OSG Section 26.11) = 0.85 K1t I Section 21 It 21= 1.D Ke Section 26.91 = 1 Cf l7able 29.4-1 1.4 AMERICAST GENERATOR DUAL FOAM CORE CONCRETE PAD 47 X 90 x 4 IN, FOAM CORE (532 LB MIN) (ON -GRADE APPLICATIONS ONLY) _ T �117o ' IGENEBATOR \\ NOTE: TABLE ABOVE INCLUDES A QUICK REFERENCE OF COMMON FLORIDA CONDITIONS (AT ULTIMATE DESIGN i 1'''' ' WIND VELOCITIES) FOR SITE -SPECIFIC CONDITIONS, CONSULT LOCAL BUILDING MUNICIPALITY. MAXIMUM DESIGN WIND PRESSURES AT GRADE PER SPECIFIED EXPOSURE REMAIN CONSTANT FOR ANY MAX WIND VELOCITY. FOR SITE -SPECIFIC WIND VELOCITY AND PRESSURE CONVERSIONS, SEE QR LINK PROVIDED BELOW. �I STEP 2: DETERMINE CONCRETE PAD PER ALLOWABLE WIND PRESSURE TABLE 2.1: CONCRETE PAD INFORMATION THICKNESS MODEL L,IN W,IN AMERICASTPADS H, IN WT, LB a7X90Do0BLE,FOAMCORE i 47 90 a 1 532 TSOMFTRTC VTEW TABLE 2.2: ALLOWABLE LATERAL ASD PRESSURE FOR PAD / GENERATOR COMBINATION BRAND CAPACITY MODEL L, IN W, IN H, IN Wi, LB ALLOWABLE PRESSURE EQUIVALENTWINDASD E%PC EXPO 22KW QM2224ANAX 29.0 62.2 33.5 943 70.0 PSF 2DO MPH 2O0 MPH 22KW RG022 / RGO2224ANAX 30.6 62.2 38.6 905 57.1 PSF 2DO MPH 18OMPH 2SKW RG025 / RGD2515A ALUM 30.6 62,2 38.6 777 52.0 PSF 190 MPH 175 MPH 25KW RG025/RG02515S STL 30.6 62.2 39.6 865 55.5 PSF 195 MPH 180MPH 27KW RGO27/RGO2724ANAX 30.6 62.2 38.6 940 58.4 PSF 200 MPH 180 MPH 30KW RGO30/ RGO3015ANAX ALUM 30.61 62.2 38.6 807 53.2 PSF 190 MPH 175 MPH 301IW RGO30/ RGD3DISANSX STL 30.6 62.2 39.6 895 1 56.7 PSF 200 MPH 180 MPH GENERAC 32KW RGO32/R632241NAX 3S.0 76.8 46A 1225 40.2 PSF LES MPH 150 MPH 36KW RGO36 / RGD3624AMAX ALUM 35.0 76.8 46.1 1702 39.7 PSF 165 MPH 150 MPH 36KW RGO36 / RGO3624ANSX STL 35.0 76.8 46.1 I255 40.9 PSF 170 MPH 150 MPH 36KW RGO38/ R63824ANAX 35.0 76.8 46.1 1235 40.5 PSF 170 MPH 150 MPH 45KW RGO45/ RG452ANA(C)IX) AWM 5.0 76.8 46.1 1260 41.0 PSF 170 MPH 150 MPH 45KW RGO45IRG452AN5(C1(X)STL 350 76.8 46.1 1313 42.2PSF 170 MPH 156 MPH 48KW RG048/QT048/ RG4854ANA(C1(X) 35.0 76.8 46A 1555 47.8 PSF LBO MPH 165 MPH 6OKW RG060/ALUM 35.0 176.8 46.1 1472 44.7 PSF 175 MPH 160 MPH 6OKW RGO60/STEEL 35.0 76.8 46.1 1335 47.4 PSF IBD MPM 165 MPH 24KW 24RCL/3DRCL 33.tl 7A0 46.0 1260 42.8 PSF 170 MPH 156 MPH KOHLER 30KW 30RES 34.0 72.B 36.8 T044 58.6 PSF 200 MPH 1116 MPH 3OKW 30REOZIB 3A,0 75.7 50.2 2560 39.7 PSF 1$5 MPH ISO MPH B&S 30KW 076000 34 101 78 7 ti0.2 ISDO 39.7 PSF 165 MPH ISO MPH GE 30KW 076034 39.5 94.5 415 1900 59.4 PSF 200MPFI IBE MPH NOTES: 1-CONCRETE PADS WEIGHT PROVIDED BY MANUFACTURER, VERIFIED BY OTHERS. 2. MIN REQUIRED WEIGHTS LISTED. REFER MANUFACTURER SPECS FOR SPECIFIC MODEL WEIGHT 3. CONCRETE MIN COMPRESSIVE STRENGTH TO BE Pr-6,000 PSI AT 28 DAYS. 4- UNITS NOT SHOWN ARE RATED TO EQUIVALENT PRESSSURES GIVEN Q SIZE & EQUAL EQUAL OR GREATER WEIGHT. FOR UNITS OR Q CONDITIONS REQUIRING GREATER ALLOWABLE PRESSURE, LARGER PAD OR ADDITIONAL ANCHORAGE MAY BE REQUIRED. ALLOWABLE DESIGN PRESSURE REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE CERTIFICATION ON A 305-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 TOME POSITIVE OR NEGATIVE DESIGN PRESSURE'ASD' CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. VISIT ECALC.10/30807 �■ $a - FOR ENGINEER CERTIFIED ORIGINALS & MORE INFORMATION ABOUT THIS DOCUMENT OR $CAN THIS OR CODE VISIT ENGINEERINGEKPRESS.COMTAMERICAST FOR ADDITIONAL PLANS, REPORTS & RESOURCES MR V GENERATOR MAX SIZE MINCRETE PAD 102" X 42.4" (LXW) O `3 I PAD 1 PAD 2 v �100"LENGTH PAD DIMENSIONS PLAN VIEW Digitally signed ;kYPERMIT Bennardo Date: 021.03 12 9:Wa 'u DESIGN NOTES 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICknD IN ACCORDANCE WITH THE REQUIREMENTS OFME FLORIDA SLIDING CODE SIXTH & SEVENTH EDITION (2017 & 2020). 2. POSITIVE AND NEGATIVE DESIGN PRESSURES ULNLATED FOR USE WIM THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 3. MAXIMUM LIMENSIONS AND WEIGHT OF GENERATORS UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN, 4. THE AREA UNDER CONCRETE SLAB ON GROUND SHALL HAVE ALL VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERW LS REMOVED PRIOR TO INSTALLATION ON COMPACTED SOILAS VERIFIED BY OTHERS. THESE CONCRETE PADS HAVE BEEN DESIGNED MR A MINIMUM BEARING CAPACITY OF 2,000 PSF AND MINIMUM SUBGMDE MODULUS = 100 PCI. SHOULD OTHER CONDITIONS OR MATERIA BE ENCOUNTERED, ME ENGINEER OF RECORD SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH THE WORK. S. SLIDING 15 ASSUMED RESISTED BY 2' EMBEDMENT OF PAD IN GROUND ALONG WITH RESISTANCE FROM CONNECTED CABLING. NOMIAL SLIDING IS NOT ASSUMED A FAILURE CASE IN THIS DESIGN GENFRAI NOTFS 2" MIN 91 6. ELECIRIUL GROUND, WHEN REQUIRED, TO BE 50" TYP. 46" TVP. DESIGNED & INSTALLED BY OTHERS. ALL MECHANICAL SPI IHCA IONS(REAR SPACE, PAD SECTION VIEW TONNAGE,ETC.)SHALLBEASPER MANUFACTURER RECOMMENDATIONS AND ARE T_F_ A WIND LOAD I I- .5ULTANT = = GENERATOR �� I ,U)-� (SEE CONCRETE PAD SCHEDULE FOR 9 I I I DIMENSIONS & WEIGHT REQUIRED) I I t g I 4" 4" MAX -}- 4" MAX � �__46" WIDTH �--50" LENGTH-50" LENGTH PAD SIDE VIEW PAD FRONT VIEW GENERATOR MOUNTING CONFIGURATION: BASE, ATTACHMENT ARIES WITH VARIES WITH MODEL SEE GENERATOR SPECS GENERATOR %* SIMPSON TITEN HD, - GENERATOR ATTACHMENT BASE OR SIMPSON A24 ANGLE BRACE SEE ANCHOR SCHEDULE 2"X3N%3 GAL". STEEL W W/ (4) #10 SS 316 SELF-DRING SCREWS WASHER RUBBER VIBRATION PAD (SEE GENERATOR SPEC THICK GALVANI D WASHER& RUBBER VIBRATION Pao CONCRETE PAD 6'000 PSI LIGHTWEIGHT CONCRETE MIX CONCRETE PAD 6,000 PSI LIGHTWEIGHT CONCRETE MIX MASTERFIBER MAC 100 W6 X 16 / W1A X 1.4 MESH MIN NOTES: EPS FOAM CORE r FIBERGLASS 1. Y DISTANCE DEPEND ON GENERATOR BASE LENGTH, NO LESS THAN 2". REBAR AS SHOWN 2, X DISTANCE 3' FROM UNIT EDGE TO CLIP. ALONG EACH EDGE 3. 2 DISTANCE DEPEND ON GENERATOR BASE WIDTH, NO LESS THAN ANCHOR REQUIREMENTS THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 7. ENGINEERSEAL AFFIXEDHERETOVAIIDATES STRUCTURAL DESIGN AS SHOWN ONLY, USE OF ICHOR TO PAD SCHEDULE: THIS SPECIFICATION BY CONTRACTOR, It. al. INDEMNIFIES R SAVES HARMLESS THIS ENGINEER Te FOR ALL CAST A DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM (0a0.-E/n•0 rrITn x0 MATERIAL FABRICATION, SYSTEM ERECTION, Iwa�. MIE AIEx�, i• CONSTRUCRDN PPACDCES BEYOND THAT WHLCN IS CALLED FOR BY LOCAL, STATE, & FEDERAL HIx.] xCRETe, J' xlx. CODES & FROM DEVIATIONS OF THIS PLAN.15. S. HOLLOW PADS FOR USE WHERE APPLICABLE BY CODE. USE OF PADS MAY BE SUBJECT TO BUILDING DEPT APPROVAL 9. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL RESPONSIBILITY OF THE INSTAW11 w0ft Nwxrsn �R Len ". "IEDMTANIANY CONTRACTOR. CONTRACTOR SHALL ENSURE THAT REMOVED OR ALTERED WATERPROOFING HES, IF MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED =ET HEREIN. THIS ENGINEER SHALL NOT BE an 0 RESPONSIBLE MR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS Ionsm INSTNLL ANMORs. RESPONTIGIITNE55 SHALL STARE FULL OF THE INSTAWNG CONTRACTOR. CONTR CTOR. lO. IS THAT OF SPECS ENGINEER GINEEFOR THIN NOT ISTHATOF MET ENGINEER AND NOTTHE ENGINEER OF CONSEQUENTLY, THE /E GINEER. ARCHRELT/ENGINEERI RECORD SHALL BE RESPONSIBLE FOR ACE iT OF ALL SUPPORTING SURFACER B THIS DESIGN WHICH THIS SHALL BE COORDINATED BY THE PERMITTING 11. THIS DOCUMENT IS GENERIC AND ODES NOT PERTAIN TO ANY SPECIFIC PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTMEASUACIO DATA AND REMENTSUPPLIED. ENGINEERING NOTBEHUD R ENGINEERING EXPRESS SHALL NOT 8E HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS, DIMENSIONS ARE SHOWN ILLVSIRA. FORCES AND OTHER DESIGN THEY DESIGN CRITERIA.THEY MAY VART BUT MUST e ill REMAIN WORK THELIMITATIONSSPECIFIED TII NSSP HEREIN. WORK SHALL S FIELD VERIFIED E OTHERS PItIALI1 CONSTRUCTION. ENGINEERING • rL ,/p, a 0 PRES55HYTOREOTIFIEDAND GWORKAN LU RATE OUR IN WORK UPON U DISCO ERY OF ANY INACCURATE PRIOR TOMOFANYINACCURATE INFORMATION PRIOR TO MODIFICATION OF FIELD ON AND INSTAL NANDON OF FATERI- A-OR �2•� ADDMLATIONMMATERIALS.TARENOT ARE NOT ARMITTES AND INVAOCUMEOU PERMITTED AND INVALIDATE OUR CERTIFICATION. I 2 AS NO HERUNAFFIRM, ADDITEXCEPICRESSLY TIFICAROWDER ONAL AREINTE DED. FlUTIONS OR AFFIRMATIONS ARE INTENDED. /2021 1 20-30807 1 N