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HomeMy WebLinkAboutGENERATOR CONCRETE PADGENERATOR Y � I PAD THICKNESS AMERICAST GENERATOR CONCRETE PAD (ON -GRADE APPLICATIONS ONLY) AMEE 1CAST 'MAUB INTA�iIOAI• HVHZ OR NON-HVHZ RISK EXPOSURE EXP RISK EXPOSURE EXP RISK I EXPOSURE EXP COUNTY I C D II C I D III, IV C D P. BEACH 150 MPH 30.44 Psf 36.94 Psf 170 MPH 39.09 Psf 47.44 Psf 380 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-DADS 165 MPH 136.83 Psf 144.69 Psf 1175 MPH 141.43 Psf 50.28 Psf 1186 MPH 46.80 Psf 156.80 Psf ISOMETRIC VIEW PAD DIMENSIONS: CONCRETE PAD GE� GENEERATOR o GENERATOR SEPARATESUBMITTAL 3 (SEE SCHEDULE FOR M MINIMUM WEIGHT REQUIRED) 54" LENGTH PLAN VIEW CONCRETE PAD ROAD MESH ASTERFIBE 1 3" MIN MAC100 �4" MIN GENERATOR TABLE: BRAND &MODEL CAPACITYK5.O LENGTH HEIGHT WEIGHT ALLOWABLE PRESSURE COMMENTS Generac 005871 & 005883 IO KW 48.00" 29.00" 3871bS 41A3 Psf EXP C 175 MPH &D 156 MPH Generac 005872 & 005984 14 KW 48.00" 29.00" 4391bs 47.44 Psf EXP C 186 MPH&D 156 MPH Generac 6459,6461, 6462 16 KW 48.00" 29.00" 513 lbs 47.44 Psf Generac 006721 16 KW 48.00" 29.00" 448 lbs 47.44 Psf Generac 005873&005885 17 KW 48.00" 29.00" 455 lbs 47.44 PSf Generac 005874&005886 17 KW 48.00" 29.00" 4211bs 47.44 Psf Generac 005875&005887 20 KW 48.00" 29.00" 4511bs 47.44 Psf Generac 006729 & 006730 20 KW 25.00" 48.00" 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" 500Its 47.44 Psf GE 40323GE & 40324GE 13 KW 35.00" 39.40" 39.00" S4016s 39.09 Psf EXP C 170 MPH &D 156 MPH GE 04038215KW 15 KW 33.00" 48.00" 30.50" 4841bs 43.83 Psf EXPC 180 MPH &D 156 MPH GE 04037817KW 17 KW 33.00" 48.00" 30.50" 4941b5 43.83 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" 430111 43.83 Psf Briggs & Stratton 040302-2 12 KW 33.75 " 50.00" 31.60 " 5071b5 41.43 Psf EXP C 175 MPH & D 156 MPH Briggs & Stratton 040303-1 15 KW 33.75" 49.00" 31.60" 5621bs 43.83 Psf EXP C 180 MPH & D 156 MPH Briggs & Stratton 040304-1 18 KW 33.75 " 49.00 " 31.60" 568 lbs 44.00 Psf Briggs& Stratton 040305-1 20 KW 33.75" 49.00" 31.60" 5701bs 44.00 Psf Generac 7035, 7036,7037 16 KW 25.OD" 48.00" 29.00" 4061bs 47.44 Psf EXP C 186 MPH &D 156 MPH Generac 007038 & 007039 20 KW 25.OD" 48.00" 29.00" 4481bs 47.44 Psf Generac 007042&7043 22 KW 25.00" 48.00" 1 29.00" 4661bS 47.44 Psf GENERATOR MOUNTING CONFIGURATION: GENERATOR ATTACHMENT BASE OR SIMPSON A24 ANGLE BRACE W/ (4) #ID SS 316 SELF -DRILLING SCREWS © € _ TO GENERATOR F � _4 (SEE GENERATOR SPECS) I = I = I GENERATOR E CONCRETE L7 Q9 (S SCHEDULE FORAD DIMENSIONS WEIGHT REQ4„ �32" WIDTH 54" LENGTH SIDE VIEW FRONT VIEW GENERATOR ANCHOR TO PAD SCHEDULE: SUBSTRATE DESCRIPTION CONCRETE: (2)-3/8"0 TITEN HD (6000 PSI OR EQUIVALENT, MIN.) 2-3/4" FULL EMBED O CONCRETE, 3" MIN EDGE DISTANCE, 6" MIN. SPACING TO ANY ADJACENT ANCHOR. NOTES: 1. ANCHOR QUANTITY PER LONG SIDE 2. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. 3. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. 4. ENSURE MINIMUM SPACING TO ANY ADJACENT ANCHORS. S. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS TO INSTALL ANCHORS. GENERATOR ATTACHMENT BASE, VARIES WITH MODEL SEE GENERATOR SPECS No' SIMPSON TITEN NO, SEE ANCHOR SCHEDULE 2"x3')V GALV. STEEL - WASHER RUBBER VIBRATION PAD - THICK GALVANIZED WASHER& RUBBER VIBRATION PAD CONCRETE PAD - 6,000 PSI LIGHTWEIGHT CONCRETE PAD X CONCRETE MIX 6,000 PSI J ` LIGHTWEIGHT ` MASTERFIBER MAC 100 J & ROAD MESH CONCRETE MIX 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 �2" --f WIND DESIGN REOUIREMENTS (BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION (2017)) AT -GRADE SIGN METHOD ULTIMATE DESIGN WIND SPEED Vult = 186 mph NOMINAL DESIGN WIND SPEED VasO = 144 mph RISK CATEGORY = III INTERNAL PRESSURE COEF - N/A EXPOSURE CATEGORY = D WIND DIRECTIONALITY FACTOR KI 0.85 ENCLOSURE CATEGORY = N/A HEIGHT H = AT GROUND GUST EFFECT FACTOR = 0.85 PRESSURE AT HEIGHT H qh = 77.56 IIII FORCE COEFFICIENT Cf = 1.44 WIND PRESSURE: P = qh G Cf = 56.80 Ib/tt2 (ASD) GENERAL NOTES 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 / JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SIT SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WIh 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. 4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL CLEARANCE. A MINIMUM DISTANCE FROM UNIT TO PAD EDGE IS SPECIFIED. S. CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 125 PCP 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 OFTHE PAD ON THE GROUND IS NOT PART OF THIS DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES. B. 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. 9. ENGINEER S CAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, at. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGE! INCLUDING LEGAL FEES &APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL. STATE, & FEDERAL CODES Is FROM DEVIATIONS OFTHIS PLAN. 10. 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 INSTALLINC CONTRACTOR. 11. 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 15 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 'T 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 PRIOR TO CONSTRUCTION, ENGINEERING EXPRESS SHALL BE NOTIFIED AND GWEN AN OPPORTUNITY TC REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INWRMATION 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 A$a1TMM�ILMEP�SCpTIDNS OR AFFIRMATIONS ARE INTENDED. JlJ/"11 ED BY LANK L. BEN AMID, P.E. E#0046549 03J 018 ]na¢ 'anI V:T.fFD0.5 NLWl ORDON M. DI STO, P.E. 2328 ALDFO O IYU C OTICE: IF I SHEET DOES OT CONT N ORIGINAL IGNATURE NGINEER SEAL ' THERE IS A DIGITAL IGNATURE ON SHEET 1, THIS HEET IS PART OF A DIGITALLY IGNED FILE, SHALL REMAIN IN IGITAL FORMAT, Is PRINTED DRIES OF THIS DOCUMENT RE NOT CONSIDERED SIGNER ND SEALED. IF THERE IS NO IGITAL SIGNATURE ON SHEET 1 R THIS SHEET DOES NOT 1 17-3961.1 11