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Home My WebLink AboutGENERATOR CONCRETE PAD- GENERATOR PAD THICKNESS PAD DIMENSIONS: CONCRETE PAD GENERATOR - 0 L, GENERATOR UNIT BY SEPARATE SUBMITTAL (SEE SCHEDULE FOR MINIMUM WEIGHT REQUIRED) Q ) 54" LENGTH PLAN VIEW AMERICAST GENERATOR CONCRETE PAD (ON -GRADE APPLICATIONS ONLY) AMERICA3T •MADIp INA&�Ws FmTAxtaoasan IJCEga NSBESW3tlBaIRT .H: RECEIVED MAR 55 '119 ST. Luele County, P�6rml InL� 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 150 MPH 30.44 Psf 36.94 Psf 170 MPH 39.09 Psf 47.44 Psf IM MPH 43.83 Psf 53.19 Psf BROWARD 156 MPH 32.92 Psf 39.95 Psf 17G 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 ISOMETRIC VIEW CONCRETE PAD ROAD IS ASTERFIBER 3" MIN MAC100 __,V_4" MIN 50" 54" GENERATOR TABLE: BRAND &MODEL CAPACITY WIDTH LENGTH HEIGHT WEIGHT ALLOWABLE PRESSURE COMMENTS Generac 005871 & 005883 10 KW 25.00" 49.00" 29.00" 387lbs 41.43 Psf EXPC 175 MPH &D 156 MPH Generac 005872 & 005884 14 KW 25.00" 48.00" 29.00" 439 lbs 47.44 Psf EXPC 186 MPH &D 156 MPH Generac 6459, 6461, 6462 16 KW 25.00" 48.00" 29.00" 5131bS 47.44 Psf Generac006721 16 KW 25.00" 48.00" 29.00" 448lbs 47.44 Psf Generac 005873 & 005885 17 KW 25.00" 48.00" 29.00" 455Its 47.44 Psf Generac 005874 & 005886 17 KW 25.00" 48.00" 29.00" 4211bs 47.44 Psf Generac 005875 & 005887 20 KW 25.00" 48.00 800 29.00" 4511bs 47.44 Psf Generac 006729 & 006730 20 KW 25.00" 48.00" 29.00" 516lbs 47.44 Psf Generac 006551&006552 22 KW 25.00" 48.00" 29.00" 5261bs 47.44 Psf Kohler 14RES&20RES 14-20 KW 26.00" 48.00" 29.00" 500 Its 47.44 Psf GE 403236E&40324GE 13 KW 35.00" 39.40" 39.00" 5401bs 39.09 Psf EXP C 170 MPH &D 156 MPH GE 04038215KW 15 KW 33.00" 48.00" 30.50" 4841bs 43.83 Psf EXP C 180 MPH &D 156 MPH GE04037817KW 17 KW 33.00" 48.00" 30.50" 484 Its 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" 430lbs 43.83 Psf Briggs & Stratton 040302-2 12 KW 33.75 " 50.00 " 31.60 " 5071Is 41.43 Psf EXP C 175 MPH & D 156 MPH Briggs & Stratton 040303-1 15 KW 33.75" 49.00" 31.60" 562lbs 43.83 Psf EXP C 180 MPH &D 156 MPH Briggs& Stratton 0403044 18 KW 33.75" 49.00" 31.60" 568lbs 44.00 Psf Briggs&Stratton 040305-1 20 KW 33.75" 49.00" 31.60" 5701bs 44.00 PSI Generac 703S, 7036, 7037 16 KW 25.00" 48.00" 29.00" 406lb5 47.44 PSI EXP C186 MPH &D 156 MPH Generac 007038 & 007039 20 KW 25.00" 48.00" 29.00" 448lbs 47.44 Psf Generac 007042&7043 22 KW 25.00" 48.00" 29.00" 466lbs 47.44 Rd GENERATOR MOUNTING CONFIGURATION: GENERATOR GENERATOR ATTACHMENT BASE OR SIMPSON A24 ANGLE BRACE W/ (4) #10 SS 316 SELF -DRILLING O SCREWS 7 TO GENERATOR I ENERATOR (SEECONCRETEPAD SCHEDULE FOR M 2 I DIMENSIONSWEIGHT REQUIRED)I 7-32" WIDTH -�-54" LENGTH+ SIDE VIEW FRONT VIEW (SEE 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 fie° SIMPSON MEN HD, SEE ANCHOR SCHEDULE 2"x3"x1/s" GALV. STEEL - WASHER RUBBER VIBRATION PAD - ale" THICK GALVANIZED WASHER& RUBBER VIBRATION PAD Z CONCRETE PAD - 6,000 PSI LIGHTWEIGHT CONCRETE PAD X CONCRETE MIX 6,000 PSI Nf Nf LIGHTWEIGHT 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 �2" --t JK L. BEN ARDO, P.E. 0046549 '1 �018 .E.01RE0P5 B6N TISTO, P.E. O L UNi ICE: IF THIS SHEET. DOES CONTAIN AN ORIGINAL NATURE & ENGINEER SEA IERE 15 A DIGITAL IAIURE ON SHEET 1, THIS IT IS PART OF A DIGITALLY LED FILE, SHALL REMAIN IN TAL FORMAT, & PRINTED WIND DESIGN REQUIREMENTS- 0R THIS SIEEETTDDOOES NOTEEII NMAtry AN ENGINEERS ORIGINAL SIGNATURE & SEAL, (BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION ( THIS SHEET ISt COPY DRAFT. AT -GRADE DESI SIGN METHOD rr(nf N ULTIMATE DESIGN WIND SPEED V01t = 186 mph U NOMINAL DESIGN WIND SPEED VaSD = 144 mph Z •+ V RISK CATEGORY =III INTERNAL PRESSURE COEF = N/A W M - U £ EXPOSURE CATEGORY = D WIND DIRECTIONALITY FACTOR K0= LL iti H in $ O m w 0.85 LL � LU ENCLOSURE CATEGORY = N/A HEIGHT H = AT GROUND GUST EFFECT FACTOR 1�1 LL in y W �y W = = 0.85 PRESSURE AT HEIGHT H qh = 77.56 0 :`,+ K x Ib/ft2 �� wW UPzw� FORCE COEFFICIENT Cf = 1.44 UI a tt Q, W o w (7 WIND PRESSURE OLm-�z� P= qh G Cf = 56.60 Ib/ft2 (ASD) ZX O N o m w w u W W w U� W - GENERAL NOTES NO 3 Ul W aiw 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE W w Q SIXTH EDITION (2017). n 2. REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR USE Q S WITH THIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE CERTIFICATION ON A JOB -SPECIFIC BASISAD IN THEGOVERNINGI NACCORDE. N N REQUIREMENTS S DE LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH O THE AB BUILDING CODE SHALL BE LISTEDTHAN THEGNPRES W U DESIGN PRESSURE'ASD" CAPACITY YAW ES LISTED HEREIN FOR ANY HERON FOR J H ASSEMBLYASSHOWN. 3. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS LLl U C3 ,� //�� STATED HEREIN. 4. UNITS MUST BE PAD WITH OPPOSITE SIDES HAVING EQUAL LJ J Q LL N Y DI Z O Dj M L- MINIMUM D ST CLEARANCE. AMINIMUM DISTANCE FROM UNIT C PAD EDGE F SPECIFIED. S. MADE USING LIGHTWEIGHT CONCRETE 125 PCF .Pi f ( ) r LLl `� 1[-j W THE AREA fi. THE AREA VNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL UNDER GROUND w HI � W W M 0 VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR J a K M U TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS. d F N m Z U W 7. RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT PART OF THIS L n V Q iD M J DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES. C C) Z G M LL O 8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY y OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) Q N W SMALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE N m EXPRESS RESPONSIBILITY OF THE CONTRACTOR. AFFIXED HERETO VALIDATES 9. ENGINESHOWN (W7 YSTRUCTURALONRACTOR, Et. 1. ONLY. SHOWN ONLY. USE OF THIS SPECIFICATION BYCONTRACTOR, al. of INDEMNIFIES HARMLESS THIS ES FOR ALL T&DAMAGES T O GAL FEE INCLUDING LEGAL FEES &APPELLATE FEES RESULTING FROM MATERIAL UL RESULTING MOM M IJy FABRICATION, SYSTEM ERECTION, CONSTRUCTIONNDER PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, &FEDERAL CODES &FROM F a m m ti 5o i 5 DEVIATIONS OF THIS RAN. Q $ 10. WATER -TIGHTNESS OF EXISTING PUNISHES SHALL BE THE FULL G ? v ? g o 0 0 RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS O x Q6-6 RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE U m w !9 x U ww ES PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY , , WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS ESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING 2 00 iogF CONTRACTOR. 11. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY o g Z 'a U "' � ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE ARCHITECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE 6v: w INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR. Ncow� o r F ¢ o 12. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC w y wo PROJECT SM. INFORMATION CONTAINED HEREIN IS BASED ON CONTMCTDR-SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS M w m E SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS w SU OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO C z n ' ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY COPYRIGHT 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 ��_��"� 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. /'T 13. EXCEPTAS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERi1PUC4TI0N5 _rl(LJIII OR AFFIRMATIONS ARE INTENDED. SCANNED St. Lucie County