The URL can be used to link to this page

Home My WebLink AboutGENERATOR CONCRETE PAD/ ) AMERICAST GENERATOR CONCRETE PAD fob GENERATOR �lp, h PAD THICKNESS �. PNO CENGTN ISOMETRIC VIEW PAD DIMENSIONS: GENERATOR TABLE: GENERATOR M GENERATOR UNIT BY o SEPARATE SUBMITTAL 3 (SEE SCHEDULE FOR H MINIMUM WEIGHT REQUIRED) 11� +- 54" LENGTH PLAN VIEW CONCRETE PAD ROAD MESH ASTERFIBER MACI00 3° MIN --C-4" MIN 50" �--32" WIDTH SIDE VIEW (ON -GRADE APPLICATIONS ONLY) AMERICAST 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 15O 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 47.1 4 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 46.80 Psf 56.80 Psf BRAND &MODEL CAPACITY WIDTH LENGTH HEIGHT WEIGHT ALLOWABLE PRESSURE COMMENTS Generac 005871 & 005883 10 KW 25.00" 48.00" 29.00" 387IDS 41.43 Psf EXP C 175 MPH &D 156 MPH Generac 005872 & 005884 14 KW 25.00" 48.00" 29.00" 439 lbs 47.44 Psf EXPC 186 MPH &DI56 MPH Generac 6459, 6461, 6462 16 KW 25.00" 48.00" 29.00" 513111s 47.44 Psf Generac 006721 16 KW 25.00" 48.00" 29.00" 448 lbs 47.44 Psf Generac 005873 & 005885 17 KW 25.00" 48.00" 29.00" 455 Has 47.44 Psf Generac 005874 & 005886 17 KW 25.00" 48.00" 29.00" 421lbs 47.44 Psf Generac 005975 & 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 HIS 47.44 Psf Generac 006551 & 006552 22 KW 25.00" 48.00" 29.00" 526lbs 47.44 Psf Kohler 14RE5&20RES 14-20 KW 26.00" 48.00" 29.00" 500lbs 47.44 Psf GE 403236E&40324GE 13 KW 35.00" 39.40" 39.00" 540lbs 39.09 Psf EXP C 170 MPH &D156 MPH GE 04038215KW 15 KW 33.00" 48.00" 30.50" 484lbs 43.83 Psf EXP C 180 MPH &D 156 MPH GE 04037817KW 17 KW 33.00" 48.00" 30.50" 494 lbs 43.83 Psf GE 40330GE & 40331GE 20 KW 33.00" 48.00" 30.50" 600lbs 43.83 PSf Briggs &St2tton 040243-0 IO KW 31.00" 32.00" 34.00" 4301bs 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 NIS 44.00 Psf Briggs &St2tton 040305-1 20 KW 33.75" 49.00" 31.60" 570 lbs 44.00 Psf Generac 7035, 7036, 7037 1 16 KW 25.00" 48.00" 29.00" 406 lbs 47.44 Psf EXP C 186 MPH & D 156 MPH Generac 007038 & 007039 1 20 KW 25.00" 48.00" 29.00" 448 lbs 47.44 Psf GeneracOW042&7043 1 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) 410 SS 316 SELF -DRILLING £ SCREWS O_ TO GENERATOR (SEE GENERATOR SPECS), F_ I GENERATOR U, (SEE CONCRETE PAD LEI DIMENSIONS FOR = DIMENSIONS & WEIGHT REQUIRED) I 54" LENGTH -7 FRONT VIEW GENERATOR ANCHOR TO PAD SCHEDULE: SUBSTRATE DESCRIPTION CONCRETE: (2)-3/8"0 TIfEN 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. S. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS TO INSTALL ANCHORS. GENERATOR ATTACHMENT BASE, VARIES WITH MODEL SEE GENERATOR SPECS a/e SIMPSON TITEN HD, SEE ANCHOR SCHEDULE 2"x3"xs/e" GALV. STEEL - WASHER RUBBER VIBRATION PAD - THICK GALVANIZED WASHER& RUBBER VIBRATION PAD Z CONCRETE PAD I 1 6PSI CONCRETE PAD X PSI LIGHTWEIIVEI GHT CONCRETE MIX6,000 _ LIGHTWEIGHT ` MASTERFIBER MAC 100 CONCRETE MIX & ROAD MESH t2" 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 P.E. - -- 03�J�' 018 RECEIVED 6.Lj GORDON M. D STO, P.E. 82328 FEB0 4 VALOFOR O L UNi NOTICE: BNEET DOE9 2919 IN NOT CONTAIN AN ORIGINAL GINAI, ST. Lucie County, Permitting SIGNATURE D ENGINEER SEA IF THERE I SIGNATUREE ON ON SHEET 1, THIS SHEET IS PART OF A DIGITALLY OF A D ' SIGNED RUE, SHALL REMAIN IN ' DIGITAL FORMAT_ 8 PRINTED AND SEALED. IFTHERE 15 NO WIND DESIGN REQUIREMENTS_ DIGITAL SIGNATURE ON SHEET 1 OR THIS SHEET DOES NOT CONTAIN AN ENGINEER'S ORIGINAL SIGNATURE & SEAL, (BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION (2017)) THIS SHEET IS A COPY DRAFT. AT -GRADE SIGN METHOD r�(�t1 UJ N ULTIMATE DESIGN WIND SPEED Vult = 186 mph L--1 O NOMINAL DESIGN WIND SPEED Vasd = 144 mph IT o RISK CATEGORY = III INTERNAL PRESSURE COEF = N/A EZN� ® w M ,., u S `- EXPOSURE CATEGORY = D WIND DIRECTIONALITY FACTOR Kd= LL f1T W - M 9.0 R, 0.85 W��JT V��m�v+P ENCLOSURE CATEGORY = N/A HEIGHT H = AT GROUND GUST EFFECT FACTOR 0.85 PRESSURE AT NEIGHi H 77.56 W "+ u (n w W m = qh = O M w m i w �'? Z/� Ib/ft2 w U - X� FORCE COEFFICIENT Cf = 1.44 W w (w9 w WIND PRESSURE: oL m e" o P=qh GCf= 56.80 III,=(ASD) Zk w wu WW O,Ny O W GENERAL NOTES OZ w U)C U W axw 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE O w w to SIXTH EDITION (2017). i:z 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. N 0 .N- SR SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH O a THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE DESIGN PRESSURE "ASD" CAPACITY VALUES LISTED HEREIN FOR ANY J F ASSEMBLY AS SHOWN. 3. DIMENSIONS AND WEIGHT OF UNITS SMALL CONFORM TO SPECIFICATIONS I, /^T j Z STATED HEREIN. 4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL _j V/ Q U_ N Y Z Q [T M M CLEARANCE. A MINIMUM DISTANCE FROM UNIT TO PAD EDGE IS SPECIFIED. ( IF-. N U •i S. CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 125 PEE `�' W w W 6. THE AREA UNDER CONCERETE SLAB ON GROUND SMALL HAVE ALL HI W p7 = VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR J 6 O TO INSTALLATION ON COMPARED SOIL AS VERIFIED BY OTHERS. C ry ZQ U F n W 7. RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT PART OF THIS AND PAD C V J U' 0 DOCUMENT AS SOIL CHARACTERISTICS PLACEMENT VARIES. c C S. ELECTRICAL GROUND, MEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. �/ BY p 9. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS f SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. aL�y INDEMNIFIES& SAVES HARMLESS THIS ENGINEER FOR ALL COST &O71L Cie Couni 0 INCW DING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL LL WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. w Q 35 $ 9 .0 10. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE PULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL D o S o C ,3ay Z rj$y351 ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY U w u , iiS1 Z 3 O O 0 WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF TH E INSTALLING 4"ojS M5 CONTRACTOR. p5a5 c z� 11. THE OLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE i$L" ARCHDECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE MR THE µµ 6 INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR. 5 Wu¢� 9 o = 12. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC y o n N ERBASED PROJECT SITE. I FORMATION CONTAINED H EIN ON Y w y '$ S. GIN CONTRACT DATA AND ENGINEERING EXPRESS K y S M R LIABLE INAN. $HALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS BE W ' OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO z O P d ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY COwwGHT ENGINEERING EXPRESS SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO 17-� REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE " INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITION$ SCALE:MS UNLESS NOTE AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR OF ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. ICATIO J'I 13. EXCEPT PESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS [-IILIIII OR AFFIRMATIONS ARE INTENDED.