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Home My WebLink AboutengineeringlqWIos�O(O ro y GENERATOR ID 1 PAD THICKNESS ISOMETRIC VIEW PAD DIMENSIONS: CONCRETE PAD GENERATOR CONCRETE ROAD MESH- IASTERFIBER. MAC100 GENERATOR UNIT BY SEPARATE SUBMITTAL (SEE SCHEDULE FOR MINIMUM WEIGHT REQUIRED) 54" LENGTH PLAN VIEW 3" MIN r 4" MIN AMERICAST GENERATOR CONCRETE PAD GENERATOR TABLE: (ON -GRADE APPLICATIONS ONLY) in AMERICAST •MADID M 1,IMIERliJAI' FIm TA%£3Ri]S2163 LID6NSEY599306{019 5103 PYAtiw Avu Wn Nutt V1949t2 nl. 'rTI-P7iaPSsra: fT.1JNO5RP Fsull: ylellrmdtu.MarmmeN•.IMeGMIRwM„epu HVHZ OR NON-HVHZ RISK EXPOSURE [EXP) I RISK I EXPOSURE(EXP) I RISK I 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 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 186 MPH 146.80 Psf 156.80 Psf BRAND&MODEL CAPACITY WIDTH LENGTH HEIGHT WEIGHT ALLOWABLE PRESSURE COMMENTS Generac 005871 & 005883 10 KW 25.00" 48.00" 29.00" 387Its 41.43 Psf EXPC 175 MPH &D 156 MPH Generac 005972 & 005884 14 KW 25.00" 48.00" 29.00" 439lbs 47.44 Psf EXP C 186 MPH &D156 MPH Generac 6459, 6461, 6462 16 KW 25.00" 48.00" 29.00" 513 lbs 47.44 Psf Generac 006721 16 KW 25.00" 48.00" 29.00" 4481bs 47.44 Psf Generac 005873 & 005895 17 KW 25.00" 48.00" 29.00" 455 lbs 47.44 Psf Generac 005874 & 005886 17 KW 25.00" 48.00" 29.00" 4211bs 47.44 PIE Generac 005875 & 005887 20 KW 25.00" 48.00" 29.00" 451 lbs 47.44 Psf Generac 006729 & 006730 20 KW 25.00" 48.00" 29.00" 516 lbs 47.44 Psf Generac 006551 & 006552 22 KW 25.00" 1 48.00" 29.00" 526lbs 47.44 Psf Kohler 14RES&20RES 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 EXP C 170 MPH &D 156 MPH GE 040382 ISKW 15 KW 33.00" 48.00" 30.50" 484lbs 43.83 Psf EXP C 180 MPH &D156 MPH GE 04037817KW 17 KW 33.00" 48.00" 30.50" 484lbs 43.83 Psf GE 403306E&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" 430 lbs 43.83 Psf Briggs & Stratton 040302-2 12 KW 33.75 " 50.00 " 31.60 " 507 lbs 41.43 Psf EXP C 175 MPH & D 156 MPH Briggs & Stratton 040303-1 15 KW 33.75" 49.00" 31.60" 562 lbs 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" 570 Ibis 44.00 Psf Generac 7035, 7036, 7037 16 KW 25.00" 48.00" 29.00" 406 lbs 47.44 Psf EXP C 186 MPH & D 156 MPH Generac 007038 & 007039 20 KW 25.00" 48.00" 29.00" 448 lbs 47.44 Psf Generac 007042&7043 22 KW 25.00" 48.00" 29.00" 466lbs 47.44 Psf GENERATOR MOUNTING CONFIGURATION: GENERATOR ATTACHMENT BASE OR SIMPSON A24 ANGLE BRACE W/ (4) #10 SS 316 SELF -DRILLING SCREWS OO TO GENERATOR (SEE GENERATOR SPECS) GENERATOR (SEE CONCRETE PAD SCHEDULE FOR 2 = DIMENSIONS WEIGHT REQUI4' +-32" WIDTH 'I54" LENGTH SIDE VIEW FRONT VIEW GENERATOR FILE ST.LUCIECOUNTY RCI.CiVBU PLAN REVIEW ® JUN 2 6 2019 BLDG: DATE:. ST. Lucie County, permlttmg ELE , DATE: PLUMB: WIND DESIGN REQUIREMENTS DATE. (BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION (2017)) MECH; AT -GRADE SIGN METHOD ULTIMATE DESIGN WIND SPEED Vult = 186 mph DATE: 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 ANCHOR TO PAD SCHEDULE: WIND PRESSURE P = qh G Cf = 56.80 Ib/R2 (ASD) SUBSTRATE DESCRIPTION CONCRETE: (2)-3/8"0 TITEN HD (6000 PSI OR EQUIVALENT, MIN.) 2-3/4" FULL EMBED 0 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. 5. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS TO INSTALL ANCHORS. GENERATOR ATTACHMENT BASE, VARIES WITH MODEL SEE GENERATOR SPECS %- SIMPSON TITEN HD, - SEE ANCHOR SCHEDULE 2"x3"x3/e" GALV. STEEL � WASHER RUBBER VIBRATION PAD THICK GALVANIZ ED \ WASHER& RUBBER VIBRATION PAD e CONCRETE PAD m 6WEI PSI CONCRETE PAD X 6,000 PSI LIGHTWEIGHT CONCRETE MIX LIGHTWEIGHT MASTERFIBER MAC 100 CONCRETE MIX & ROAD MESH 2 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 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 I JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE, SITE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WRY 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. 5. 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 OF THE PAD ON THE GROUND IS NOT PART OF THIS DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES, S. 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 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 & 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 & FROM DEVIATIONS OF THIS 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 RESPONSIBILIFY OF THE INSTALLING 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 PERMITTIN G CONTRACTOR. 12. THISDOCUMENTSITEN IS GENERICINFORMATION ANDDOES AINED HE PERTAINIS TO BASE ON PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR -SUPPLIED DATA AND MEAS UREMENTS. ENGINEERING EXPRESS SHALL NOT A HELD RESPONSIBLE LIABLE INANY WAY FOR ERRONEOUS OR INACCURATE OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGNGN F FORCES AND OTHER DESIGN CRITERIA. THEY VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS PRIORGIVE CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF E)CSTINGMATERIALS. FIELD ALTERATIONS R AND FABRICATION AND INSTALLATION OF MATERIALS. AND INVALIDATE OR ADDITIONS O THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. L. P.E. NOT CONSIDERED SIGNET SEALED. IF THERE IS NO EAL SIGNATURE ON SHEET 1 HIS SHEET DOES NOT -AIN AN ENGINEER'S INAL SIGNATURE & SEAL, ID N O It It o EDMpu2 �F In Li U� l�a�rn uN ^ww Oj= O�`zar FUi U" Ewa Q LU a ° O M '� co T ti Z ,. . 09 of NC ZED 0 . J ^ w U U W NO, LEI W 0, w l0 Q rl e 00 0 0 a HM K¢ S EL E.-wo � �' wo LL SCEs W t o a NPYWGHT ENGINFEW NG EXPRESS® 17-3961.1 I