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Home My WebLink AboutGENERATOR CONCRETE PADN� < GENERATOR PAD THICKNESS ISOMETRIC VIEW PAD DIMENSIONS: CONCRETE PAD --, GENERATOR � GENERATOR UNIT BY SEPARATE SUBMITTAL (SEE SCHEDULE FOR MINIMUM WEIGHT REQUIRED) L -- _- !- 54" LENGTH -i I PLAN VIEW ' CONCRETE PAD-1 ROAD MESH MASTERFIBER ,- 3" MIN MAC100 - _ - 4" MIN GROUND _ I -t-'2" MIN AMERICAST GENERATOR CONCRETE PAD GENERATOR TABLE: (ON -GRADE APPLICATIONS AUG 2 3 2019 ST. Lucie County, F 'E HVHZ OR NON-HVHZ COUNTY RISK EXPOSURE (EXP) RISK EXPOSURE (EXP) I RISK I EXPOSURE (EXP) I C I D II C - III,IV C D P. BEACH 150 MPH 30.44 Psf 36.94 Psf 170 MPH 39.09 Psf 47.44 Psf 180 MPH 43.63 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 1186 MPH 146.80 Psf 56.80 Psf BRAND &MODEL CAPACITY WIDTH LENGTH HEIGHT WEIGHT - ALLOWABLE I PRESSURE COMMEND Generac 005811&005883 10 KW 25.00' 48.00" 29.00". 3871bs - 41.43 Psf EXPC 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" 29.00" 513 lbs 47.44 Psf Gene,ac006721 16 KW 25.00" 48.00" 29.00" 448lbs 47.44 Psf Generac 005873 & 005885 17 KW 25.00" 48.00" 29.00" 455 lbs 47.44 Psf Generac 005874 & 005886 17 KW _ 25.00" 48.00" 29.00" 421lbs 47.44 Psf Generac 005875 & 005887 20 KW 25.00" 48.00" 29.00" 451 lbs 47.44 Psf Generac 006729 & 006730 20 KW 25.00" 1 48.00" 29.00" 516lbs 47.44 Psf Generac 006551 & 006552 22 KW 25.00" 1 48.00" 29.00" 526 lbs 47.44 Psf Kohler 14RES&20RES 14-20 KW 26.00" 48.00" 29.00" 1 500 lbs 4T44 Psf GE 40323GE&40324GE 13 KW 35.00" 39.40" 39.00" 5401bs 39.09 Psf EXP C170 MPH &D 156 MPH GE 04038215KW 15 KW 33.00" 48.00" 30.50" 484lbs 43.83 Psf EXP C180 MPH &D 156 MPH GE 04037817KW 17 KW 33.00" 48.00" 30.50" 484lbs 43.83 Psf GE 4033GGE & 40331GE 20 KW 33.00" 48.00" 30.50" 600 Its 43.83 Psf Briggs& Stratton 0402434 10 KW 31.00" 32.00" 34.00" 430lbs 43.83 Psf Briggs &Stratton 040302-2 12 KW 33.75 " 50.00 " 31.60 " 5071bs 41.43 Psf _ EXP C 175 MPH & D :56 MPH Briggs & Stratton 040303-1 15 KW 33.75" 49.00" -31.60" 562Its 43.83 Psf EXP C 180 MPH &D 156 MPH Briggs & Sir atton 040304-1 1 KKW 33.75" 49.00" 31.60" 5681bs 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 25.00" 4B.00 29.00" 40616s 47.44 Psf EXPC18fi MPH &D15fi MPH Generac 007038 & 007039 1 20 KW 25.00" 48.00" 29.00" 448 Its 47.44 Psf Generac007042&7043 1 22 KW 25.00" 48.00" 29.00" 466111$ 47.44 Psf GENERATOR MOUNTING CONFIGURATION: GENERATOR ATTACHMENT BASE OR SIMPSON A24 ANGLE BRACE W/ (4) tIO SS 316 SELF -DRILLING O SCREWS _ TO GENERATOR iI (SEE GENERATOR SPECS) THICK GALVANIZED GENERATOR (SEE CONCRETE PAD SCHEDULE FOR 2 = DIMENSIONS & WEIGHT 1 REQUIRED) i-32" WIDTH ---: r-- 54" LENGTH SIDE VIEW FRONT VIEW GENERATOR FILE COPY ND DESIGN REQUIREMENTS_ (B ED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION (2017)) AT- ;RADE SIGN METHOD ULI MATE DESIGN WIND SPEED Volt = 186 mph NO INAL DESIGN WIND SPEED Vast - 144 mph RIS CATEGORY = III INTERNAL PRESSURE COEF = N/A EX SURE CATEGORY = D WIND DIRECTIONALITY FACTOR Kt= 0.85 :Ingq( OSURE CATEGORY = N/A HEIGHT H = AT GROUND EFFECT FACTOR - 0.85 PRESSURE AT HEIGHT H qh = 77.56 Ib/N2 FORCE COEFFICIENT Cf = 1.44 -WIND PRESSURE: P = qh G Cf = 56.80 Ib/R2 (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 A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE -SPECIFIC LOADREQUIREMENTS 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 L�L� ST.I PAD SCHEDULE: SPECIFICATIONS STATED HEREIN. P 4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL CLEARANCE. A MINIMUM DISTANCE FROM UNIT SUBSTRATE DESCRIPTION TO PAD EDGE' IS. SPECIFIED. , BUSING LDG: B 5. CALCULATIONS MADE LIGHTWEIGHT CONCRETE 125 PCF I 6. THE AREA UNDER CONCERETE SLAB ON N GROUND SHALL HAVE DATE: ' Cor+ e: (2)-3/8� ALL VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS OR EQUIVALENT, REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS ELE ! 2-314" FULL EMBED VERIFIED BY OTHERS. TO CONCRETE, 3" MIN" 7, RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT DATE.' Q EDGE DISTANCE, 6" PART OF THIS DOCUMENT AS SOIL CHARACTERISTICS AND PAD MIN. SPACING TO ANY ADJACENT ANCHOR. PLACEMENT VARIES. PLUMBi 8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS ALL MECHANICAL SP DATE: NOTES: MEDH: I. ANCHOR QUANTITY PER LONG SIDE 2. EMBEDMENT AND EDGE DISTANCE DATE: EXCLUDES FINISHES, IF 9' APPLICABLE. 3. ENSURE MINIMUM EDGE DISTANCE AS NOTED Ill ANCHOR SCHEDULE. 4. ENSURE,MINIPIUFI SPACING TO ANY ADJACENT ANCHORS. S. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS TO INSTALLANCHORS. , 10. -SCANNED GENERATOR By ATTACHMENT BASE St I'1n'^Count _ VARIES WITH MODEL VI (�U L! (i"v tfY/ SEE GENERATOR SPECS Il-. e" SIMPSON MEN HD, SEE ANCHOR SCHEDULE 2"X3"10/a" GALV. STEEL WASHER ` RUBBER VIBRATION PAD, - 3RATIONPAD �- LJJI CONCRETE PAD - LIGHTWEEGHT PST CONCRETE PAD - I ~y^ X CONCRETE MIX 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 ECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER 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, at. 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 -- - 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 TQ ILLUSTRATE - DESIGN FORCES AND OTHER DESIGN CRITERIA.. THEY MAY c VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO 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. K L BENNARDO, P:E, E� 00 0 01,!rv'4J2� 1 LINK L BENNAROO, ry• . 'J46549 PLID FOR t PERMIT ONLY UN C OTICE: IF THIS SHEET ODES OT CONTAIN AN ORIGINAL [GNATURE &ENGINEER SE41 `THERE IS A DIGITAL (GNATURE ON SHEET 1, THIS MEET IS PART OF ADIGITALLY TO NEED FILE, SHALLREMAIN IN IGTrAL FORMAT, IL PRINTED OPIES OF THIS DOCUMENT RE NOT CONSIDERED EIGNEI NO SEALED. IF THERE IS NO IGITAL SIGNATURE ON SHEET 1 R THIS SHEET DOES NOT 19 N N Z� 'v _ ST O TfTT '� UJMouL a: f-M S�cu.. W if1 U:J Di -0 WW LLUl xwa ZO =PLDzx �QFi<x`S yXjQ a<uj 90 OL DOoZ 2,F WLU YN, nwww O,y J ��w U 3 U. �l7 wz n US axw I - w D a O U) D wE 7 0 Q IJi N YZ. x 0 N U ° U M ti On D= o w a D' In p LI--I C, a K� o z u Q UMj Y d' w � N m L9 E 1 17-3961.1 1 hl