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Home My WebLink AboutGENERATOR CONCRETE PAD01 ` \ \ GENERATOR PAD THICKNESS ISOMETRIC VIEW PAD DIMENSIONS: CONCRETE PAD GENERATOR Fja = GENERATOR UNIT BY o SEPARATE SUBMITTAL 3 (SEE SCHEDULE FOR M MINIMUM WEIGHT REQUIRED) 54" LENGTH PLAN VIEW CONCRETE PAD ROAD MESH MASTERFIBER 3" MIN MAC100 4" MIN 50" 54" AMERICAST GENERATOR CONCRETE PAD GENERATOR TABLE: (ON -GRADE APPLICATIONS ONLY) AERICAST x�r Yamehce�6nomrn •blADIC 3a7AM7II2IOA1' . FED 7AXk 70-if757363 LiCE�ffi tl594.]0030167 Small: HVHZ OR NON-HVHZ COUNTY RISK EXPOSURE (EXP) RISK EXPOSURE (EXP) RISK EXPOSURE (EXP) I C I D II C I D III, IV C 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 Psfj 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 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 " 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" 29.00 " 513 Ibs 47.44 Psf Generac 006721 16 KW 25.00 " 48.00 " 29.00 " 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 GeneracC06551 & 006552 22 KW 1 25.00 " 48.00 " 29.00 " 5261bs 47.44 Psf Kohler 14RES & 20RES 14-20 KW 26.00 " 48.00 " 29.00 " 5001bs 47.44 Psf GE 40323GE & 40324GE 13 KW 35.00 " 39.40 " 39.00 " 540 Ibs 39.09 Psf EXP C 170 MPH & D 156 MPH GE 04038215KW 15 KW 33.00 " 48.00 " 30.50 " 484 Ibs 43.83 Psf EXP C 180 MPH & D 156 MPH GE 04037817KW 17 KW 33.00 " 48.00 " 30.50 " 4841bs 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 16 KW 25.00 " 48.00" 1 29.00 " 4061bs 47.44 Psf EXP C 186 MPH & D 156 MPH Generac 007038 & 007039 20 KW 25.00 " 48.00 " 29.00 " 448 Ibs 47.44 Psf Generac 007042 & 7043 22 KW 1 25.00 " 48.00" 29.00 " 466 lbs 1 47.44 Psf GENERATOR MOUNTING CONFIGURATION: GENERATOR ATTACHMENT BASE OR SIMPSON A24 ANGLE BRACE W/ (4) #10 SS 316 SELF -DRILLING SCREWS TO GENERATOR (SEE GENERATOR SPECS) GENERATOR Cx=9 I I (SEE ON CONCRETE PAD (9 W SCHEDULE FOR DIMENSIONS & WEIGHT REQUIRED) 4„ I D n }32" WIDTH }54" LENGTH-� SIDE VIEW FRONT VIEW GENERATOR ANCHOR TO PAD SCHEDULE: SUBSTRATE I 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 %" SIMPSON TITEN HD, SEE ANCHOR SCHEDULE 2"X3")0/s" GALV. STEEL - WASHER RUBBER VIBRATION PAD - Ye' THICK GALVANIZED ) WASHER& RUBBER VIBRATION PAD _ CONCRETE PAD rn PSI LIGHTWEIGHT CONCRETE PAD X CONCRETE MIX6,000 PSI LIGHTWEIGHT \ MASTERFIBER MAC 100 ///i////% /" CONCRETE MIX & ROAD MESH NOTES: FOAM CORE 2" 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 BBIVNARDO, P.E. r 031 OAT s;1.20` 8_ OEMD, C ORDON M F0 P.i AWEVS-SaCW IBAWWO, P.E. �V L. ry' NOTICE: IF THIS SHEET DOGS NOT CONTAIN AN ORIGINAL SIGNATURE & ENGINEER SEAL IF THERE IS A DIGITAL " SIGNATURE ON SHEET 1, THIS SHEET IS PART OF.A DIGITALLY SIGNEn:e�-aFtaatN_IN- _�1'_IR�'} DIGITAL FORMAT, & PRINTED. COPIES OF THIS DOCUMENT ' L- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - WIND DESIGN REQUIREMENTS- (BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION (2017)) AT -GRADE SIGN METHOD ULTIMATE DESIGN WIND SPEED Vult = 186 mph 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 WIND PRESSURE P= qh G Cf = 56.80 Ib/ft2 (ASD) GENERAL NOTES ARE NOT CONSIDERED SIGNET AND SEALED. IF THERE IS NO DIGITAL SOR THIS SHHEET DOEET DOEON SHEET ES NOT CONTAIN AN ENGINEER'S ORIGINAL SIGNATURE & SEAL, THIS SHEET IS A COPY/DRAFT. 'n %D J O N TA Z ® W (n m V F mmr^ LL u^J )- M Mtn U m Lr U,' w CO W uJ LL N LL � X U) W O 2 0 d _ Z Q w LU U "? o. S fj� Q > Q a:W w u Q owU' 0= W In o?? ° W W o F1 0 w W v 0 W ,DOE N W a=W 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE ' O W w 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 O N SITE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH O d THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE 0 DESIGN PRESSURE "ASD" CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. J 3. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS / /� ' Q LL co 0 LU Y STATED HEREIN. 4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL - • Q O W , .z-, = rV U) t CLEARANCE. A MINIMUM DISTANCE FROM UNIT TO PAD EDGE IS SPECIFIED. S. CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 125 PCF U ''� IN .6W 6. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL VEGETATION, STUMPS, W n W 00 = ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR J a n to O TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS. 7. RESISTANCE Q N UJ a � [n Z U TO SLIDING OF THE PAD ON THE GROUND IS NOT PART OF THIS n fn 0 DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES. 40 (2 1 8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY M Y a, OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) W SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE H coEXPRESS RESPONSIBILITY OF, THE CONTRACTOR. W Q co 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 O INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL J LL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM LU a g o OF THIS PLAN. , 1 .0DEVIATIONS 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 CI IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE 0 o F PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY V u_ LL $ c3 WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING Z O O O a o o CONTRACTOR. CI g g g gq� HIM 11. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY + c+ I ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE g $ ARCHITECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE qq 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 w o w Y y a z o PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS Y Lu m c�i vi SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS p c aFa OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO LUt z O 3 Q a ILLUSTRATE DESIGN FORCES AND OTHER' DESIGN CRITERIA. THEY MAY VARY � `" ' ' SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. COPYRIGHT 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: NTS UNLESS NOTED AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. OF 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.