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HomeMy WebLinkAboutBlocking Diagrama AMERICAST GENERATOR CONCRETE PA �42b GENERATOR I � I I Y I I PAD THICKNESS POD LENS ISOMETRIC VIEW PAD DIMENSIONS: GENERATOR GENERATOR UNIT BY o SEPARATE SUBMITTAL 3 (SEE SCHEDULE FOR MINIMUM WEIGHT ") REQUIRED) T7j }- 54" LENGTH PLAN VIEW CONCRETE ROAD MESH- ASTERFIBER. MACIOO 54" � J`1 •✓ aJ - 3" MIN i4" MIN GENERATOR TABLE: (ON -GRADE APPLICATIONS ONLY) AMERICAST •BEAR DID IITA�BIOA:' PIDTA%i7a•.RTOD LTCrA.®�39R40ND161 TIN Nv3aAre. T44FWs.R ]19F1 HVHZ OR NON-HVHZ RISK EXPOSURE EXP RISK EXPOSURE(EXP RISK EXPOSURE (EXP) COUNTY I C D II C D III, IV C D P. BEACH 150 MPH 30.44 Psf 36.94 Psf 170 MPH 39.09 Psf 47.44 Psf 180 MP146.80 43.83 Psf 53.19 Psf BROWARD 156 MPH 32.92 Psf 39.95 Psf 170 MPH 39.09 Psf 47.44 Psf 180 MP43.83 PSf 53.19 Psf MIAMI-DADE 165 MPH 36.83 Psf 44.69 Psf 175 MPH 41.43 Psf 50.28 Psf 186 MP Psf 56.80 Psf BRAND &MODEL CAPACITYPRESSURE WIDTH LENGTH HEIGHT WEIGHT ALLOWABLE COMMENTS Generac 005871 & 005883 10 KW 25.00" 48.00" 29.00" 387lbs 41.43 Psf EXP C 175 MPH. & D 156 MPH Generac 005872 & 005894 14 KW 25.00" 48.00" 29.00" 439lbs 47.44 Psf EXP C 186 MPH & D 156 MPH Generac 6459, 6461, 6462 16 KW 25.00" 48.00" 29.00" 5131bs 47.44 Psf Generac006721 16 KW 25.00" 48.00" 29.00" 448lbs 47.44 Psf Generac 005873 & 005885 17 KW 25.00" 48.00" 29.00" 455lbs 47.44 Psf Generac 005874 & 005886 17 KW 25.00 " 48.00" 29.00 " 421 Ibs 47.44 Psf Generac 005875 & 005897 1 20 KW 25.00" 1 48.00" 29.00" 451lbs 1 47.44 Psf Generac 006729 & 006730 1 20 KW 25.00" 48.00" 29.00" 516lbs 47.44 Psf Generac 006551 & 006552 22 KW 25.00" 48.00" 29.00" 526lbs 47.44 Psf Kohler 14RES&20RE5 14-20 KW 26.00" 48.00" 29.00" 500lbs 47.44 Psf GE 40323GE & 40324GE 13 KW 35.00" 39.40" 39.00" 540lbs 39.09 Psf EXPC 170 MPH &D 156 MPH GE 04038215KW 15 KW 33.00" 48.00" 30.50" 484lbs 43.83 Psf - -t _/ 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" 600lbs 43.83 Psf Briggs& Stratton 040243.0 SO KW 31.00" 32.00" 34.00" 430lbs 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" 562lbs 43.83 Psf EXP C 180 MPH & D 156 MPH Briggs & Stratton 040304-1 18 KW 33.75 " 49.00" 31.60" 568lbs 44.00 Psf Briggs&Stratton 040305-1 20 KW 33.75" 49.00"' 31.60" 570lbs 44.00 Psf Generac 7035, 7036, 7037 16 KW 25.00" 48.00" 29.00" 4061bs 47.44 Psf EXPC 186 MPH&DI56 MPH Generac 007038 &007039 20 KW 25.00" 48.00" 29.00" 4481bs 47.44 Psf Generac 007042&7043 22 KW 25.00" 48.00" 29.00" 4661bs 47.Ad Psf GENERATOR MOUNTING CONFIGURATION: GENERATOR ATTACHMENT BASE OR SIMPSON A24 ANGLE BRACE W/ (4) #10 SS 316 SELF -DRILLING SCREWS ©_ TO GENERATOR (SEE GENERATOR SPECS), GENITOR x I (SEE CONCRETE PAD SCHEDULE FOR DIMENSIONS & WEIGHT REQUIRED) -32" WIDTH-7 �54" LENGTH-7 SIDE VIEW FRONT VIEW GENERATOR ANCHOR TO PAD SCHEDULE: SUBSTRATE DESCRIPTION CONCRETE: (2)-3/8"0 T1TEN HD (6000 PSI OR EQUIVALENT, MIN.) 2-3/4" FULL EMBED 0 CONCRETE, 3" MIN EDGE DISTANCE, 6" MIN. SPACING TO ANY ADJACENT ANCHOR. Gordon DiBattisto PE FL PE 82328 C/A 9885 MAR 0 5 2020 ST. Lucie County, R WIND DESIGN REOUIREMENTS (BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION (2017)) 1 AT -GRADE SIGN METHOD ULTIMATE DESIGN WIND -SPEED VBIt =486mph- - - - - - - - - - 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) 2. 3. 4. 5. 6. GENERAL NOTES NOTES: 1. ANCHOR QUANTITY PER LONG SIDE 2. EMBEDMENT AND EDGE DISTANCE 7. EXCLUDES FINISHE , APPLICABLE. ST.L IE.,C��O��.�UppN��T�Y B. 3. ENSURE MINIMUt Ream AS NOTED IN ANQUUB.56MEBtiL . 4. ENSURE MINIMUM SPACING TO 9, ANYADJACENTA [[�1O�RS. 5. FOLLOW MANU F/R=A INSTALLATION ] S TO MCTIO INSTALL ANCHILffS.l r-' 1D. DATE: Z' D GENERATOR PLUMB: ATTACHMENT BASE, VARIES WITH MODEL TE:� SEE GENERATOR SPECS KA rH: u. %" SIMPSON MEN HD, SEE ANCHOR SCHEDULE 2"x3"x)/e" GALV. STEEL - WASHER RUBBER VIBRATION PAD - )a%" THICK GALVANIZED \ WASHER& RUBBER VIBRATION PAD Z CONCRETE PAD - 6,000 PSI LIGHTWEIGHT CONCRETE PAD X CONCRETE MIX t 6,000 PSI LIGHTWEIGHT MASTERFIBER MAC 100 CONCRETE MIX & ROAD MESH NOTES: FOAM CORE 1. Y DISTANCE DEPEND ON GENERATOR 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 m L I 12. 13. THIS SYSTEM HAS BEEN DESIGNED AND SMALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE SIRTFI 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. THE UCkB LOAD REQUIREMENTS AS DETERMINED THAN IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE SHALL BE LESS THAN THE DESIGN PRESSURE "ADD" CAPACITY VALUES LISTED HEREIN MR ANY FOR ANY ASSEMBLY AS SHOWN. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. UNIT5 MUST BE CENTERED ST PAD MO OPPOSITE SIDED EIS SPECIFIED. EQUAL CLEARANCE. A MINIMUM DISTANCE FROM UNIT TO PAD EDGE IS SPECIFIED. CALCULATIONS MADE USING LIGHTWEIGHTCONCRETE 125PCF THE AREA UNDER ETE SLAB ON GROUND SHALL HAVE HAVE ALL VEGETATION, STUMPS,MPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS. ID RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT PART OF THIS DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES.. G ELECTRICAL GROUND, WHEN REQUIRED, TO (C DESIGNED & INSTALLED BY OTHERS. ALL MECHANICAL AL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL S AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE ENGINESRSEALA (ED OF THE CONTRACTOR. ENGINEER SEAL AFFIXED HERETO VALIDATES BY CONTRACTOR, AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIED SAVES HARMLESS THIS ENGINEER FOR ALL COST &DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM BRKNON, STATE, FEDERAL PRACTICES BEYOND THAT WHICH IS CALLED FOR A LOCAL, STATE, ®FEDERAL CODES &FROM DEVIATIONS OFTHIS PLAN. WATER -TIGHTNESS OF EXISTING FINISHES CONTRACTOR. SHALL . THE FULL ENSURE THAT OFTHE INDTAWNGCONTRACTOR.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 MAYOCCUR AS LL WATER -TIGHTNESS SHABE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. THE ROLE OF THIS ENGINEER FOR TH15 PROJECT IS THAT OF SPECIALTY ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE ARCHITECT/ENGINEERNO TINGE SHALL BERESPONSIBLE WHICH INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY THE ICAND DO SNCONTRACTOR.PERTAIN THIS DOCUMENT IS GENERIC AND DOES NOT HEREIN IS BASED ANY SPKIHC PROJECT SITE. INFORMATION C AND MEAD HEREIN IS BASED ON CONTRACTOR -SUPPLED DATA AND MEASUREMENTS. ENGINEERING SS SHALL NOT HELD RESPONSIBLE TABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY WORKSLIGHTLY, BUT MUST REMAIN EDDH[N THE IMITATIONS SPECIFIED HEREIN. WORK ERIN EXPRESS PIEVERIFIED BY OTHERS PRIORTO CONSTRUCTION. ENGINEERING URWOR SHALL BE NOTIFIED AND GIVEN AN OPPTRTUNItt TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION ION OF EXISTING FIELD CONDITIONS ADD FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR E ADDITIONSTOTHIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. OR AFFIRMATIONS TIONSAR PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE (MENDED. GN XE0.F: ABOUTRVFIE S DOCUMENT T EN. MORE{FRTIFlEDON.Be VARNTIDNS &MORE INFINEERIDNUNBEE0WRIO J VISITIN.KN SEENNGIXORFSS..A�STORE .TTi 00.E ADDRESS FdtDH TXE WEB ADDRESS FOUND HERE> � TXLSDONNENT EERCERTIFICATIAN OR60 TO t DmcrxAL ENcmEFa aaTnaunox Eulwo�ims)a E rURE ON SHEET 1, THIS IS PART OF A DIGITALLY ) FILE. SHALL REMAIN IN SEALED. IFTHERE IS NO 'AL SIGNATURE ON SHEET 1 Qam� wo o 2E9: Y rc2E W�S 9 000 b O4D ° c !g Y �� WDu�� Q o LL w 0UH t 1 17-3961.1 Cd Ll Optional Load Calculation Meat Larger Than Air SF 3VA Living Only (2) Small appliance dots @ 1501)VA each Refrigerator @ 1500 Refrigerator @ 1500 Freezer @ 1500 Washing Machine @ 1500 Dishwasher @ 1500 Disposal @ 1500 Mini Sewer @ 1500 Clothes Dryer@ 5000 Range @ 12000 Water heater @ 4500 Fixed microwave @ 1500 Vacuum @ 1500 Trash Compactor @ 15130 Pool Heater @ 'name plate' Spa @'nameplate' Motors 746VA per HOC, i i eSto Garage Door Opener 1) Total 2) First 10 KVA of general load @ 100% 3) Subtract line 2 from 1 4) Multiply line 3 @ 40% S) Add lines 2 and 4 6) 60/50amp breaker for heat (10000) 7) 40/30amp breaker for heat (5000) s) Total heat. Add ,lines 6 and 7 9) Multiply line 8 @ 65% 10) Add lines 5 and 9 11) Divide line 10 by 240 Summary; Line 10 Is the total KW Line 11 is the total Amps 3000 = 3'U15 /A ST.LUCIE COUNTY PLAN REVIEW BLDG: DATE: DATE DATE PLUMB: DATE: MECH: DATE: (eeneratorsize Needed) (Breaker size iVeeded)