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Home My WebLink AboutGENERATOR CONCRETE PAD�Letl 1 �W I \ \ rOTh \ \ GENERATOR AMERICAST GENERATOR CONCRETE PAD PAD THICKNESS �Z 1 1� 4P0 LENGTH ISOMETRIC VIEW PAD DIMENSIONS: GENERATOR TABLE: CONCRETE PAD GENERATOR =_\_ x GENERATOR UNIT BY o SEPARATE SUBMITTAL (SEE SCHEDULE FOR N MINIMUM WEIGHT REQUIRED) I 1 -- 54" LENGTH j 1 PLAN VIEW CONCRETE PAD ROAD MESH MASTERFIBER ry MACI00 3" MIN _q^ MIN " GROUND--li_I_ - 3 2"h1IN 5U 94„ -_ Y (ON -GRADE APPLICATIONS ONLY) HVHZ OR NON-HVHZ COUNTY RISK EXPOSURE EXP) RISK EXPOSURE (EXP) RISK EXPOSURE EXP 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 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 1196 MPH 46.80 Psf 156.80 Psf BRAND &MODEL CAPACITY WIDTH LENGTH HEIGHT WEIGHT ALLOWABLE PRESSURE COMMENTS Generac 005871 & 005983 10 KW 25.00 ' 48.00 ". 29.00 ". 3871bs 41.43 Psf EXP C 175 MPH & D 156 MPH Generac 005872 & 005884 14 KW 25.00' 48.00" 29.00-" 4391bs 47.44 Psf EXP C 186 MPH & D 156 MPH Generac 6459 6461 6462 16 KW 25.00' 48.00" 2900" 5331bs 47.44 Psf Generac 006721 16 KW 25.00" 48.00" 2800" 4481bs 47.44 Psf Generac OOS873 & 005885 17 KW 25.00" 48.00' 2900" 4551bs 47.44 Psf Generac 005874 & 005886 17 KW 25.00" 48.00" 29.00" 421 Ibs 47.44 Psf Generac 005875 & 005887 1 20 KW 25.00" 48.00" 29.00" 4511bs 47.44 Psf Generac 006729 & 006730 20 KW 25.00" 4sxv 29.00" 5161bs 47.44 Psf Generac 006551 & 006552 22 KW 25,00" 48.00" 29.00" 5261bs 47.44 Psf Kohler 14RE5&20RES 14-20 KW 26.00" 48.00" 29.00" 5001bs 47.44 Psf GE40323GE&40324GE 13 KW 35.00" 39.40" 39.00" 5401bs 39.09 Psf 1EXP C170 MPH &D 156 MPH GE 040382 ISKW 15 KW 33D0" 48.00" 30.50" 484163 43.83 Psf EXPC 180 MPH &D 156 MPH GE 04037317KW 17 KW 33.00" 48.00" 30.50" 484lbs 43.13 Psf GE 40330GE&40331GE 20 KW 33.00" 48.00" 30.50" 600lbs 43.83 Psf Briggs& Stratton 040243-0 10 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 it[) 156 MPH Briggs & Stratton 040303-1 15 KW 33.75" 49.00" 31.60" -562 lbs 43.83Psf EXP C 180 MPH & D 156 MPH Briggs & Stratton 040304-1 18 KW 33.75" 49.00" 31.60" 5681bs 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- 406lbs 47.44 Psf EXP C18614H&D 156 MPH Generac 007038 & 007039 -20 KW 25.00" 48.00" 29.00" 448lbs 47.44 Psf Generac007042&7043 22KW 25A0" 48.00" 29.00" 4661Bs 47.44 Psf GENERATOR MOUNTING CONFIGURATION: GENERATOR GENERATOR ATTACHMENT BASE OR SIMPSON A24 ANGLE BRACE W/.(4) C10 SS 316 SELF -DRILLING SCREWS V_ TO GENERATOR (SEE GENERATOR SPECS i 3'e' THICK GALVANIZED GENERATOR I WASHER& RUBBER S = I VIBRATION PAD- Q) l7 (SEE CONCRETE PAD w w SCHEDULEFOR DIMENSIONS & WEIGHT REQUIRED) - 4" _ I� -32" WIDTH: t 54" LE_NGTH- m n SIDE VIEW FRONT VIEW CONCRETE PAD 6,000 PSI LIGHTWEIGHT CONCRETE MIX FILE Cop RECEIVFD% AUGG1 ZUIJ ST. Lucie County, Permitting WIND DESIGN REQUIREMENTS_ (BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION (2017)) AT -GRADE SIGN METHOD ULTIMATE DESIGN WIND SPEED Volt = 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/R2 FORCE COEFFICIENT Cf = 1.44 ��® WIND PRESSURE- S - P = qh G Cf= 56.80Ib/R2 (ASD) BY GENERAL NOTES S4.LudeCountf 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017). 2. 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 LESS THAN OR EQUAL TO THE DESIGN PRESSURE "ASD" CAPACITY VALUES LISTED HEREIN FOR'ANY ASSEMBLY AS SHOWN.: 3. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. ANCHOR TO PAD SCHEDULE: 4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL CLEARANCE. A_MINIMUM DISTANCE FROM UNIT TO PAD EDGE IS SPECIFIED. 5. CALCULATIONS MAD,E'USING LIGHTWEIGHT CONCRETE 125 PCF 6. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS. 7. RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT PART OF THIS DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES. 8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS NOTES: (CLEAR SPACE TONNAGE ETC.) SHALL BE AS PER 1. ANCHOR QUANTITY PER LONG SIDE 2. EMBEDMENT AND EDGE DISTANCE 9 EXCLUDES FINISHES, IF APPLICABLE. 3. ENSURE MINIMUM EDGE DISTANCE AS NOTED III ANCHOR SCHEDULE. 4. ENSURE.MINIMUM n�PgqCC,{{{{yyGG rrTT� ANY ADJACEN7$ITdW 9`a"UNTY S. FOLLOW MANUFAGRjMREVIEW INSTALLATION INSIS1IGiGN6-� INSTALL ANCHORS. 10 BLDG: DATE: GENERATOR ELE ATTACHMENT BASE, VARIES WITH MODEL DATE: SEE GENERATOR SPECS PLUMB: 11 3a" SIMPSON TITEN HD, SEE ANCHOR SCHEOVLE DATE: 2" X3"Af e" GALL. STEEL DimADD .,.DD.. ,ASHER� KtECH' CONCRETE PAD 6PSI X LIGHTWEIGHT CONCREONCRETE MIX MASTERFIBER MAC 100 & ROAD MESH I SUBSTRATE I DESCRIPTION I CONCRETE: (2)-3/8"0 TITEN HD (6000 PSI OR EQUIVALENT, MIN) 2-3/4" FULL EMBED TO CONCRETE, 3" MIN, EDGE DISTANCE, 6" MIN. SPACING TO ANY ADJACENT ANCHOR. 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 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. _ 12, THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC PROJECT SITE. INFORMATION CONTAINED HEREIN IS - 1 BASED ON CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO ILLUSTRATE 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 PRIORTO CONSTRUCTION. ENGINEERING EXPRESS I SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO �-- -�- REEVALUATE OUR WORK UPON DISCOVERY OF ANY -2"--! 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. 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. X L. BENNARDO, P.E. OliANK oL L BENNARDe, P:E )46. W6849 ALID FOR 1 PERMR ON -V� OLnCE: IF THIS SHEET DOE OT CONTAIN AN ORIGINAL IGNATURE & ENGINEER SE 'THERE IS A DIGITAL IGNATURE ON SHEET 1, THIS HEET 15 PART OF A WGITAW IGNED FILE, SHALL REMAIN 11 IGUAL FORMAT,& PRINTED. OPIES OF THIS DOCUMENT RE NOT CONSIDERED SIGN ND SEALED, IF THERE IS NO IGITAL SIGNATURE ON SHEET R THIS SHEET DOES NOT ONTAIN AN ENGINEERS ORIGINAL SIGNATURE & SEAL w fV oy Zs wv",uf w F M o uMi O'In WrIT W Lr1 i'J LLIIILL,^�`xwx Z O SPOex UJ `Ear rw->Q-,W a L9a �<LU (WDg WW LU KN V H W a O L9 U) O d ow ww 11 O 3961�1E�n I