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Home My WebLink AboutGENERATOR CONCRETE PAD PLANSA IV ""( ERICAST GENERATOR CONCRETE PA (ON -GRADE APPLICA I IONS ONLY) \ -- - - GENERATOR I - -- - -- ---- ---- i AMEN%CAST f+�iw emeritn.+tiri0 corn W I I I •MAMIM.IN.ANUMOAV FEDTAX020-2252362 LICE?QM*5W-2W50163 _ 5303;Wm AM FonPi m , F1. 34992 OT T.I.712-971-199 Pet 7M4640509 _ \ FSualld t61eOLLa�eA-n,H•a,em�nr eFMcv?tt20611i1•�homm PAD THICKNESS Pp,D �ENG�N ISOMETRIC VIEW PAD DIMENSIONS: GENERATOR TABLE: CONCRETE PAD GENERATOR Fa = I GENERATOR UNIT BY a SEPARATE SUBMITTAL 3: (SEE SCHEDULE FOR N MINIMUM WEIGHT REQUIRED) 54" LENGTH PLAN VIEW CONCRETE PAD ROAD MESH MASTERFIBER 3" MIN MAC100 s4" MIN 50" 54" HVHZ.OR NON-HVHZ COUNTY RISK _ EXPOSURE EXP RISK EXPOSURE EXP RISK EXPOSURE EXP I C I D, II CtPsf47.44 III, IV C D P. BEACH 150 MPH 30.44 Psf 36.94 Psf 170 MPH 39.09 Psf 180 MPH 43.83 Psf 53.19 Psf BROWARD 156 MPH 32.92 Psf 39.95 Psf 170 MPH 39.09 Psf 180 MPH 43.83 Psf 53.19 Psf MIAMI-DADE 165 MPH 36.83 Psf 44.69 Psf 175 MPH 41.43 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 " MOO " 387 Ibs 41.43 Psf EXP C 175 MPH & D 156 MPH Generac 005872 & 005884 14 KW 25.00 " 48.00 " 29.00 " 439 Ibs 47.44 Psf EXP C 186 MPH & D 156 MPH Generac 6459, 6461, 6462 16 KW 25.00 " 48.00 " 24.00 " 513 Ibs 47.44 Psf Generac 006721 16 KW 25.00 " 48.00 " 29.00 " 1 448 Ibs 47.44 Psf Generac 005873 & 005885 17 KW 25.00 " 48.00 " 29.00 " 455 Ibs 47.44 Psf Generac 005874 & 005886 17 KW 25.00 " 48.00 " 29.00 " 421 Ibs 47.44 Psf Generac 005875 & 005887 20 KW 25.00 " 48.00 " 29.00 " 451 Ibs 47.44 Psf Generac 006729 & 006730 20 KW 25.00 " 48.00 " 29.00 " 516 Ibs 47.44 Psf Generac 006551 & 006552 22 KW 25.00 " 48.00 " 29.00 " 526 Ibs 47.44 Psf Kohler 14RES & 20RFS 14-20 KW 26.00 " 48.00 " 29.00 " 500 Ibs 47.44 Psf GE 40323GE & 40324GE 13 KW 35.00 " 39.40 " 39.00 " S40 Ibs 39.09 Psf EXP C 170 MPH & D 156 MPH GE04039215KW 15KW 33.00" 48.00" 30.50" 484lbs 43.83 Psf EXP C 180 MPH & D 156 MPH GE 04037817KW 17 KW 33.00 " 49.00 " 30.50 " 484 Ibs 43.83 Psf GE 40330GE & 40331GE 20 KW 33.00 " 48.00 " 30.50 " 600 Ibs 43.83 Psf Briggs & Stratton 040243-0 10 KW 31.00 " 32.00 " 34.00 " 430 Ibs 43.83 Psf Briggs & Stratton 040302-2 12 KW 33.75 " 50.00 " 31.60 " 507 Ibs 41.43 Psf EXP C 175 MPH & D 156 MPH Briggs & Stratton 040303-1 15 KW 33.75 " 49.00 " 31.60 " 562 Ibs 43.83 Psf EXP C 180 MPH & D 156 MPH Briggs & Stratton 040304-1 18 KW 33.75 " 49.00 " 31.60 " 568 Ibs 44.00 Psf Briggs & Stratton 040305-1 20 KW 33.75" 49.00" 31.60 " 570 Ibs 44.00 Psf Generac 7035, 7036, 7037 1 16 KW 25.06 " 49.00 " 29.00 " 406 Ibs 47.44 Psf EXP C 186 MPH & D 156 MPH Generac 007038 & 007039 1 20 KW . 25.00 " 48.00 " 29.00 " 448 Ibs 47.44 Psf Generac 007042 & 7043 1 22 KW 1 25.00 " 48.00 " 29.00" 466 Ibs 47.44 Psf GENERATOR MOUNTING CONFIGURATION: GENERATOR ATTACHMENT BASE. OR SIMPSON A24 ANGLE BRACE W/ (4) #10 SS 316 SELF -DRILLING O SCREWS TO T_ FI TOR (SEE GENERATOR GENESPECS) 3/e' THICK GALVANIZED WASHER& RUBBER _ ! = GENERATOR VIBRATION PAD (7 (7 (SEE CONCRETE PAD SCHEDULE FOR = I DIMENSIONS WEIGHT REQUIRED) 0 N '2 4, E N 32" WIDTH --} }- -- 54" LENGTH -� v b SIDE VIEW FRONT VIEW 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. 5. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS TO INSTALL ANCHORS. GENERATOR ATTACHMENT BASE, VARIES WITH MODEL SEE GENERATOR SPECS GENERATOR 3s" SIMPSON TITEN HD, - SEE ANCHOR SCHEDULE 2"x3"x3/s° GALV. STEEL WASHER RUBBER VIBRATION PAD Z CONCRETE PAD 6,000 PSI LIGHTWEIGHT CONCRETE PAD CONCRETE MIX I 6,000 PSI �/ t LIGHTWEIGHT 1 I 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 L. BENNFIRDO, P.E. BY QIECIGD, � • NG P.E. APPFdRa BELO _-T - --- - 1 -- _-- -- _------_-- _ -- -RECEIVED- _ - -.1 - - DON M D3 ArrISTO P.E. Af' (� O f� G NOT CONTAIN AN ORIGINAL lJ U SIGNATURE & ENGINEER SEAL! IF THERE IS A DIGITAL ST, LI.1e)e bin , Permitting SIGNATURE ON SHEET 1, THIS SHEET IS PART OF A DIGITALLY SIGNED FILE, SHALL REMAIN IN - DIGITALFORMAT-&-PRINTED= i COPIES OF THIS DOCUMENT i - ARE NOT CONSIDERED SIGNED L - - - - - - - - - - - - - - - - - - - _ _ - AND SEALED. IF THERE IS NO WIND DESIGN REQUIREMENTS- DIGITAL SIGNATURE ON SHEET 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 ii1tD ULTIMATE DESIGN WIND SPEED Vult = 186 mph v O � NOMINAL DESIGN WIND SPEED Vasd = 144 mph RISK CATEGORY = III INTERNAL PRESSURE COEF = N/A ® LU M - U z EXPOSURE CATEGORY = D WIND DIRECTIONALITY FACTOR Kd= jn . N M 4 y O 0.85 Wr`rr.'+nn+� ED U�-.5;getom "' ENCLOSURE CATEGORY = N/A HEIGHT H = AT GROUND GUST EFFECT FACTOR = 0.85 PRESSURE AT HEIGHT H = 77.56 W W V) x m v, p = v w wD x qh Z LU Ib/ft2 Q w U` E X� F-i Q LL w w< FORCE COEFFICIENT Cf = 1.44 O WIND PRESSURE: ZX c m _-EE o P= qh G Cf = 56.80 Ib/ft2 (ASD) W L,1 w N z W w O J m LU LUU U'i LU GENERAL NOTES p�z a=w LU W w 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 0 SIXTH EDITION (2017). 2. REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR USE WITH n 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 M Q THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE O CL DESIGN PRESSURE "ASD" CAPACITY VALUES LISTED HEREIN FOR ANY LU ASSEMBLY AS SHOWN. 3. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS e+• (9 Z LU STATED HEREIN. 4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL Q ILL L Q 0 W CA Y = M 0) F- CLEARANCE. A MINIMUM DISTANCE FROM UNIT TO PAD EDGE IS SPECIFIED. ( , t F- a S. CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 125 PCF v �U T-! �' W W 6. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL W P, J P, 0 In VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR D_ 0 TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS. N LU p Z U 7. RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT PART OF THIS DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES. � P,d C) C cnCL v Q U J z G M W Y 8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) Q P LU BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 4 on 9. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS p SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES O INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL tL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT m WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM s DEVIATIONS OF THIS PLAN. 10. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL G o o RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL �e ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS Y LL m m ' % RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE_j o25 PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY U LL LL Z5 m WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING Z O O 0, o CONTRACTOR. I2 g g aO g , � 11. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY n 90 ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE a o z g Q ARCHITECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE LL li INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL ¢ o: w BE COORDINATED BY THE PERMITTING CONTRACTOR. 12. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC o w w i 5i g PROJECT SITE. INFORMATION IS BASED ON C,? a 8 CONTAINED HEREIN Ix w M "+ 1 CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS IV SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS N o g OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO z N ' ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. MPYRIGHT ENGINEERING EXPRESS' WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO 17-3961.1 REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS SCALE: NIS UNLESS NOTE[ 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.