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Home My WebLink AboutSlab Specs 22kw & 24kwBRAND CAPACITY 10 KW MODEL 005871 & 005663 L, IN 25 W, IN 48 H, IN 29 Wi, LB 367 ALLOWABLE ASD PRESSURE 43.7 PSF EQUIVALENT WIND EXP C 175 MPH E%P D 160 MPH NOTES: 1- CONCRETE PADS WEIGHT CALCULATED PER STANDARD WEIGHT CONCRETE (150 PCF) 2- MIN REQUIRED WEIGHTS LISTED. REFER MANUFACTURER SPECS FOR SPECIFIC MODEL WEIGHT 3- CONCRETE MIN COMPRESSIVE STRENGTH TO BE fc=6,OOO PSI AT 28 DAYS. 4- UNITS NOT SHOWN ARE RATED TO EQUIVALENT PRESSSURES GIVEN EQUAL SIZE & EQUAL OR GREATER WEIGHT. FOR UNITS OR 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 3013-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 POSITIVE OR NEGATIVE DESIGN PRESSURE "ASD" CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. VISIT ECALC.10/30810 [oil FOR ENGINEER CERTIFIED ORIGINALS S MORE INFORMATION ABOUT THIS DOCUMENT OR SCAN THIS OR CODE VISIT ENOINEERINOEXPREW.COWAMERICAST mv FOR ADDITONAL PLANS, REPORT& B RESOURCES STEP 1: DETERMINE WIND VELOCITY PER LOCATION, RISK, AND EXPOSURE ON AMERICAST ASCE 7-10 & 7-16 ULT WIND VELOCTTYTO 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 III, IV C 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 PSF 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 48A PSF 58.6 PSF MONROE 175 MPH 42.8 PSF 51.9 PSF 180 MPH 45.3 PSF 54.9 PSF 200 MPH 55.9 PSF 67.8 PSF Kz(EX C/D) ITahle 26.30-1 = 0.8E 1 1.03 Kd Table26.G1 = 0.9 G SeRlon 26.11 = 0.85 Kzt Section 26.8.21 = 1.0 K. (Section 26.9 = 1 Cf able 29.4-11 1.4 AMERICAST AMERIPAD FOAM CORE CONCRETE PAD 32 X 54 x 4 IN, FOAM CORE (330 LB MIN) (ON -GRADE APPLICATIONS ONLY) NGTH� Y\ \ Y \ / \ �\ \ \ GENERATOR NOTE: TABLE ADOVE INCLUDES A QUICK REFERENCE OF COMMON FLORIDA CONDITIONS (AT ULTIMATE DESIGN WIND VELOCITIES) FOR SITE -SPECIFIC CONDITIONS, CONSULT LOCAL BUILDING MUNICIPALITY. MAXIMUM A�O DESIGN WIND PRESSURES AT GRADE PERSPECIFIED EXPOSURE REMAIN CONSTANT FOR ANY MAX WIND VELOCITY. FOR SITE -SPECIFIC WIND VELOCITY AND PRESSURE CONVERSIONS, SEE QR LINK PROVIDED BELOW. STEP 2: DETERMINE CONCRETE PAD PER ALLOWABLE WIND PRESSURE PAD TABLE 2.1: CONCRETE PAD INFORMATION THICKNESS \ / / / \.s1 `EK ,�N AMERICAST PADS I MODEL ! L, IN W, INI H, IN WT, LB pP I 3 Lu GENERATORAu FA GENERATOR UNIT BY SEPARATE SUBMITTAL (SEE SCHEDULE FOR MINIMUM WEIGHT REQUIRED) i54" BASE LENGTH PAD DIMENSIONS: PLAN VIEW 32 X 54, FOAM CORI 1 32 1 54 1 4 330 ISOMETRIC VIEW CONCRETE PAD MAY HAVE ROUNDED MASTERFIBER 2" MIN ONCRETE PAD TABLE 2.2: ALLOWABLE LATERAL ASD PRESSURE FOR PAD / GENERATOR COMBINATION SIDES & CORNERS AS SHOWN }•• FIBERGLASS H _ f_ MIN TOTAL WIDTH & LENGTH MAY TAPER UP REB0.R J J , i7 TO 1" FROM BASE TO TOP OF SLAB ON EACH SIDE (ANCHOR EDGE DISTANCE TO S ��MIN BE MAINTAINED PER SCHEDULE) 54" - -q- - I -(SE CONCRETE PAD WIND LOAD GENERATOR RESULTANT = I = SCHEDULE FOR DIMENSIONS & WEIGHT E u = I I = I REQUIRED) W MDE � 4" Ft. �-32" WIDTH- - - 4 54" LENGTH PAD SIDE VIEW PAD FRONT VIEW GENERATOR MOUNTING CONFIGURATION: GENERATOR ATTACHMENT BASE OR SIMPSON A24 ANGLE BRACE W/ (4) *10 SS 316 SELF -DRILLING SCREWS TO GENERATOR (SEE GENERATOR SP7 1L" THICK GALVANIZED WASHER& RUBBER VIBRATION PAD 6,000 PSI CONCRETE MIX GENERATOR ATTACHMENT BASE, VARIES WITH MODEL SEE GENERATOR SPECS W SIMPSON TITEN HID, - SEE ANCHOR SCHEDULE 2'X3'.%' GALV. STEEL WASHER OF RUBBER VIBRATION PAD CONCRETE PAD 6.000 PSI 9 XMASTERFIBER MAC 100 W6 X W6 / WIA X 1.4 MESH MIN PAD SECTION VIEW ANCHOR TO PAD SCHEDULE: MIPiJT `2 010R QWVJTIIY PER La1G.. sTEs,IFULI NOTES: EPS FOAM CORE ' }" FIBERGLASS 1. Y DISTANCE DEPEND ON GENERATOR BASE LENGTH, NO LESS THAN 2". REBAR ASSHOWN 2. X DISTANCE 3" FROM UNIT EDGE TO CLIP. ALONG EACH EDGE 3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH, NO LESS THAN ANCHOR REQUIREMENTS tia_$ R WFrank :: 'PE'kMI T ate, sbM<u.RA- 2021.08.19 12:54:06-"W DESIGN NOTES -- 1. THIS SYSTEM HAS BEEN DESIGNED AND SWILL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE MWPDDA BUILDING CODE SIXTH & SEVENTH EDITION 2017 B.2020 ( ). 2. POSRNE AND NEGATIVE DESIGN p6 CALCALCULATEDATED FOSYSTEM USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHER S E AVERNINGJOB-SPECITICCOD BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 3. MAXIMUM DIMENSIONS AND WEIGHT OF CONCRETE PAD 8. GENERATOR UNIT SHALL CONFORM TO SPECIFICATIONS STATED 3 S TOLERANCE. 4. SHALL HAVE UNDER CONCRETE VEGETATION, STUMPS, GROUND SHALL HAVEN MATERIALS EM STUMPS,ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR TO INSTALLATION COMPARED SOIL AS VERIFIED BY OTHERS. THESE CONCRETE PADS HAVE BEEN DE DESIGNED FORA MINIMUM BEARING CAPACITY OF 000 PSF AND MINIMUM SUBGRADE MODULUS 1 = 00 PCL SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED, THE ENGINEER OF RECORD SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH THE WORK 5. OF DINPAD N ROUNDASSUMED RESISTEDWITH BY RESISTANCE EMBEDMENT OF PAC IN GROUND ALONG WTW .LUDING FROM CONNECTED CABLING. CASE IN DESIGN GENERAL NOT ASSUMED A FAILURE CASEIN THIS DESIGN GENERAL NOTES & ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, EEC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 7 ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY, USE OF THIS SPECIFICATION BY MWMROR d. al. INDEMNITIES & 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 W LOCAL STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 15. a. HOLLOW PADS FOR USE WHERE APPUMM BY CODE. USE OF PROS MAY BE SUBJECT TO BUILDING DEPT APPROVAL 9. WATER -TIGHTNESS OF EXISTING MNISHES SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED O0. ALIENED EM WATROOTNFG MEMBRANE IS RESTORED AFTER FADRICATION AND INSTALLATION OF STRUCNRE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATFR-TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR 10. THE ROLE OF THI5 ENGINEER FOR THIS PROJECT IS THHT 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 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 LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS DIMENSIONS ARE SHOWN TO HILE TRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS MORTO CONSTRUCTSON. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDM HS AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION 12 EXCEPT A5 EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS AREINTENDED. 21