The URL can be used to link to this page

Home My WebLink AboutGENERATOR CONCRETE PAD\ \ GENERATOR PAD \ %` THICKNESS \ �� \• GIN �PPO LEN •c -n .Tr AETCSA/ PAD DIMENSIONS: CONCRETE PAD GENERATOR = I GENERATOR UNIT BY o SEPARATE SUBMITTAL 3 (SEE SCHEDULE FOR N I MINIMUM WEIGHT REQUIRED) Ll I} 54" LENGTH °I PLAN VIEW C) CONCRETE PAD ROAD MESH CL MASTERFIBER 3" MIN 3 MAC100 �4" MIN N m GROUNDS rcc. .i•-z%r., ,... -: zzC 50" 54" GENERATOR TABLE: ERICAST GENERATOR CONCRETE PACE (ON -GRADE APPLICATIONS ONLY) ow AMERICAST RMUNMULOta corn lu'W10IN AAMIMCM0, FEDTA 0=4252361 LICENMO59fl.30pS0163 S M;W-w Aw. Fon Pines, FL 11922 Tel. 717A7]-193I Faz 773�6A-gyp Email: yglea(.`aneri.easHaeran nr ehMdoiM2672�ohoee lscMNw BY Sit. Lude HVHZ OR NON-HVHZ RISK EXPOSURE EXP RISK EXPOSURE EXP RISK EXPOSURE EXP COUNTY I C I D 11 C D III, IV C I D P. BEACH 150 MPH 30.44 Psfj 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 153.19 Psf MIAMI-DADE 165 MPH 36.83 Psf 44.69 Psf 175 MPH 41.43 Psf 50.28 Psf 186 MPH 46.80 Psfj 56.80 Psf BRAND &MODEL CAPACITY WIDTH LENGTH HEIGHT WEIGHT ALLOWABLE PRESSURE COMMENTS Generac 005871 & 005883 10 KW 25.00 " 48.00 " 29.00 " 387 lbs 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 EXP C 186 MPH & D 156 MPH Generac 6459, 6461, 6462 16 KW 25.00 " 48.00 " 29.00 " 51316s 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 lbs 47.44 Psf Generac 005874 & 005886 17 KW 25.00 " 48.00 " 29.00 " 421 lbs 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 " 48.00 " 29.00 " 516 lbs 47.44 Psf Generac 006551 & 006552 22 KW 25.00 " 48.00 " 29.00 " 526 lbs 47.44 Psf Kohler 14RES & 20RES 14-20 KW 26.00 " 48.00 " 29.00 " 500 lbs 47.44 Psf GE 40323GE & 40324GE 13 KW 35.00 " 39.40 " 39.00 " 540 lbs 39.09 Psf EXP C 170 MPH & D 156 MPH GE 04038215KW 15 KW 33.00 " 48.00 " 30.50 " 484 lbs 43.83 Psf EXP C 180 MPH & D 156 MPH GE 04037817KW 17 KW 33.00 " 48.00 " 30.50 " 484 lbs 43.83 Psf GE 40330GE & 40331GE 20 KW 33.00 " 48.00 " 30.50 " 600 lbs 43.83 Psf Briggs & Stratton 040243-0 10 KW 31.00 " 32.00 " 34.00 " 436Ibs 43.83 Psf Briggs & Stratton 040302-2 12 KW 33.75 " 31.60 " 507 lbs 41.43 Psf EXP C 175 MPH & D 156 MPH Briggs & Stratton 040303-1 15 KW 33.75 " 31.60 " 562 lbs 43.83 Psf EXP C 180 MPH & D 156 MPH Briggs & Stratton 040304-1 18 KW 33.75 " 31.60 " 568 lbs 44.00 Psf Briggs & Stratton 040305-1 20 KW 33.75 "9.00 31.60 " 570 Ibs 44.00 Psf Generac 7035, 7036, 7037 16 KW 25.00 " 29.00 " 406 lbs 47.44 Psf EXP C 186 MPH & D 156 MPH Generac 007038 & 007039 20 KW 25.00 " 29.00 " 448 lbs 47.44 Psf Generac 007042 & 7043 22 KW 25.00 " 1 29.00" 466 lbs 47.44 Psf GENERATOR MOUNTING CONFIGURATION: ANCHOR TO PAD SCHEDULE SUBSTRATE I DESCRIPTION I 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. 5. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS TO INSTALL ANCHORS. GENERATOR ATTACHMENT BASE, VARIES WITH MODEL SEE GENERATOR SPECS GENERATOR %' SIMPSON TITEN HD, GENERATOR ATTACHMENT BASE SEE ANCHOR SCHEDULE OR SIMPSON A24 ANGLE BRACE 2"0"x3/e' GALV. STEEL - W/ (4) #10 SS 316 SELF -DRILLING WASHER SCREWS RUBBER VIBRATION PAD - F ( TO GENERATOR SEE TO SPECS) THICK GALVANIZED GENELTOR WASHER& RUBBER (-SEE_ CONCRETE PAD VIBRATION PAD Z C7 CONCRETE PAD DIICEFO - 6,000 PSI & DIMENSIONS WEIGHT GHTiNEi = I REQUIRED) CONCRETE PAD v X CONCRETE MIX6,000 PSI 4.. LIGHTWEIGHT ` MASTERFIBER MAC 100. j LL�l Fl CONCRETE MIX & ROAD MESH - - - - - -a - - -- - - - - -- -- I - NOTES: - - - - - - - - - -- - FOAM CORE 32" WIDTH 54" LENGTH -} 1. Y DISTANCE DEPEND ON GENERATOR BASE LENGTH-, NO - LESS 2" ESS THAN :- 2. X DISTANCE 3" FROM UNIT EDGE TO CLIP. m SIDE VIEW FRONT VIEW 3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH, NO LESS THAN o ANCHOR REQUIREMENTS t--zn--� FRANK L. BEN RDO, P.E. i PE# 0D46549 � 3 03, f2�018 Ir tlE=CID, P.E. APPEARS 6aDW DON M. I TTISTO, P.E. 2328 NOTICE: I IS SHEET DOES � NOT CON AN ORIGINAL SIGNATURE & ENGINEER SEAL IF THERE IS A DIGITAL I SIGNATURE ON SHEET 1, THIS SHEET IS PART OF A DIGITALLY SIGNED FILE, SHALL REMAIN IN DIGITAL FORMAT, & PRINTED COPIES OF THIS DOCUMENT L ARE NOT CONSIDERED SIGNEI - _. - - - - - - - - - - - - - - - _ _ _ - - WIND DESIGN REQUIREMENTS- AND SEALED. IF THERE IS NO RSsEETSHEET IOHET 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 'n tD N ULTIMATE DESIGN WIND SPEED Vult = 186 mph 0 NOMINAL DESIGN WIND SPEED Vasd = 144 mph Z li't p RISK CATEGORY = III INTERNAL PRESSURE COEF = N/A ® LIJ M m U i EXPOSURE CATEGORY = D WIND DIRECTIONALITY FACTOR Kd= C[ uJ M `:9 In 0 Uj-J 0.85 W W LL .2 (A ENCLOSURE CATEGORY = N/A HEIGHT H = AT GROUND GUST EFFECT FACTOR = 0.85 PRESSURE AT HEIGHT H = 77.56 W W LL (n ^' X N Tu 0 I? w qh = u'ri = SZ Ib/ft2 ? � w W U IL FORCE COEFFICIENT Cf = 1.44 ~ % Q " w w �Q W WIND PRESSURE - Z _.7uL90 m P= qh G Cf = 56.80 Ib/ft2 (ASD) X o� 4�� N a n w u W O w V '-1 W v @ Z GENERAL NOTES - N a=W 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE LLI 0 W w SIXTH EDITION (2017). PM n 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 N SITE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH O a ZO THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE DESIGN PRESSURE "ASD" CAPACITY VALUES LISTED HEREIN FOR ANY W LU ASSEMBLY AS SHOWN. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. /� \J) Q 00 (D a3. y Z LU 4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL Q 0 ONj W N I,) t X CLEARANCE. A MINIMUM DISTANCE FROM UNIT TO PAD EDGE IS SPECIFIED. 5. CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 125 PCF +y V � M W In 6. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL I-1 n ad W W HAVE ALL VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR W 00 = .J p,cyl N U) C1 TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS. 7. RESISTANCE TO SLIDING OF N W m0 Z U THE PAD ON THE GROUND IS NOT PART OF THIS DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES. . Of n C M O LL v g LD z a. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY C M Y 0 OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) N SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE ti IW- m EXPRESS RESPONSIBILITY OF THE CONTRACTOR. W V) Q 9. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS Ur < SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES p INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL LL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT Lu m r- z WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. Q a .0 , 10. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL G o S o RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE In LL m PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY V , WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING LLo 2 3 O O O CONTRACTOR. p g g s , pzp 11. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY T3 z o ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE 6 $' ARCHITECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES ¢ p S o TO THIS DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR. 12. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC w o S PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL id" E NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS -- -- DIMENSIONS ul 10c -DATA-OP-MEASUREMIM - ARE SHOWN TO -ESIGIT-CKl z - ILLUSTRATE DESIGN FORCES AND O EKRIERIA-THE'PMAY1tA COPYRIGHT ENGINEERING EXPRESS SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. J-� 1 ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE . INFORMATION PRIOR TO MODIFICATION. OF EXISTING FIELD CONDITIONS SCALE: NTS UNLESS NOTED AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR /-� OF ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR ---CERTIFICATION 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. I