The URL can be used to link to this page

Home My WebLink AboutGENERATOR CONCRETE PADPAD THICKNESS yfbTH GENERATOR ISOMETRIC VIEW PAD DIMENSIONS: GENERATOR r CONCRETE ROAD MESH- MASTERFIBER- MAC100 GENERATOR UNIT BY SEPARATE SUBMITTAL (SEE SCHEDULE FOR MINIMUM WEIGHT REQUIRED) 54" LENGTH -+ PLAN VIEW SO" 3" MIN i4" MIN AMERICAST GENERATOR CONCRETE PAD GENERATOR TABLE: (ON -GRADE APPLICATIONS ONLY) AMERICAST HVHZ OR NON-HVH2 RISK EXPOSURE EXP RISK EXPOSURE EXP RISK EXPOSURE (EXP) COUNTY I C I D 1 II C D III, IV C D P. BEACH ISOMPH 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 47.44 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 &MODEL CAPACITY WIDTH LENGTH HEIGHT WEIGHT ALLOWABLE PRESSURE5871&005883 COMMENTS 10 KW 25.00" 48.00" 29.00" 387lbs 41.43 Psf EXP C 175 MPH&D 156 MPH 5872& 005884 14 KW 25.00" 48.00" 29.00" 439lbs 47.44 Psf EXPC 286 MPH &D156 MPH 59,6461,6462 k 16 KW 25.00" 48.00" 29.00" 5131bs 47.44 Psf 6721 16 KW 25.OD" 48.00" 29.00" 448lbs 47.44 PSf 5873&005885 17 KW 25.00" 49.00" 29.00" 455lbs 47.44 Psf 5874&005886 17 KW 25.00" 48.00" 29.00" 421lbs 47.44 Psf Generac 005875&005897 20 KW 25.00" 48.01)" 29.00" 451lbs 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" 48.01)" 29.00" 5261bs 47.44 Psf Kohler 14RES&20RES 14-20 KW 26.00" 48.00" 29.00" 500lbs 47.44 Psf GE 40323GE & 40324GE 13 KW 35.00" 39.40" 39.00" 540lbs 39.09 Psf EXPC 170 MPH &D 156 MPH GE 04038215KW 15 KW 33.00" 48.00" 30.50" 484lbs 43.83 Psf EXPC 180 MPH &D 156 MPH GE 04037817KW 17 KW 33.00" 48.00" 30.50" 484lbs 43.83 Psf GE 40330GE & 40331GE 20 KW 33.00" 48.00" 30.50" 600lbs 43.83 Psf Briggs& Stratton 040243-0 10 KW 31.00" 32.01)" 34.00" 4301bs 43.83 Psf Briggs & Stratton 040302-2 12 KW 33.75 " 50.00" 31.60 " 507lbs 41A3 Psf EXP C 175 MPH & D 156 MPH Briggs& Stratton 040303.1 15 KW 33.75" 49.00" 31.60" 5621bs 43.83 Psf EXP C 180 MPH & D 156 MPH Briggs & Stratton 040304-1 18 KW 33.75 " 49.00 " 31.60 " 5681bs 44.00 Psf Briggs &Stratton 040305-1 20 KW 33.75" 49.00" 31.60" 5701bs 44.00 Psf Generac 7035, 7036, 7037 16 KW 25.00" 48.00" 29.00" 406lbs 47.44 Psf EXPC 186 MPH &D156 MPH Generac 007038 & 007039 20 KW 25. 00" 48.00" 29.00" 4481bs 47.44 Psf Generac 007042&7D43 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) SIO SS 316 SELF -DRILLING SCREWS TO GENERATOR GENERATOR (SEE CONCRETE PAD SCHEDULE FOR DIMENSIONS & WEIGHT REQUIRED) 4" }-32" WIDTH 54" LENGTH SIDE VIEW FRONT VIEW GENERATOR RECEIVED MAR 05 :_ 19 ST. Lucie Count Permlttih ANCHOR TO PAD SCHEDULE: SUBSTRATE DESCRIPTION CONCRETE: (2)-3/8"OTITEN 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/a" SIMPSON TITEN HD, SEE ANCHOR SCHEDULE 2"x3"x1/s" GALV. STEEL - WASHER RUBBER VIBRATION PAD - (SEE GENERATOR SPECS) s/¢" THICK GALVANIZED WASHER& RUBBER VIBRATION PAD Z �. - CON BETE PAD < 6,000 PSI � CONCRETE PAD LIGHTWEIGHT CONCRETE MIX - 6,000 PSI �x LIGHTWEIGHT ` MASTERFIBER MAC 100 CONCRETE MIX &ROAD MESH 2 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 "I L. BE ARDO, P.E. .' 0046599 03,�� /018 i"oeo"D. NGV.EYYE460[WY. ORDON IBATTISTO, P.E. ?328 VLDFO PE ON OT IF SHEET DOES CON CO TAIN NTAININ AN ORIGINAL IGNATURE &ENGINEER SEAT THERE IS A DIGITAL IGNATURE ON SHEET 1. HIS COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNET AND SEALED. IF THERE IS NO DESIGN REQUIREMENTS: EE I ITAL SIGNATURE ONWIND oa HIS SHE DOES NOT CONTAIN AN ENGINEERS ORIGINAL SIGNATURE & SEAL. ( BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION (2017)) HIS SHEET IS A COPY DRAFT. AT -GRADE SIGN METHOD rr(nt W N ULTIMATE DESIGN WIND SPEED Vult = 186 mph U O NOMINAL DESIGN WIND SPEED VasD = 144 mph Z ' xT O RISK CATEGORY =III INTERNAL PRESSURE COEF = N/A TT� ® W M - u £ m - EXPOSURE CATEGORY = D WIND DIRECTIONALITY FACTOR KG= LL ff1 diI.- 00u. 0.85 W0:) ma ENCLOSURE CATEGORY = N/A HEIGHT H = AT GROUND GUST EFFECT FACTOR = 0.85 PRESSURE AT HEIGHT H = 77.56 W� VOjm LL Ln ^ W W * W qh Ib/ft2 O 2 Z w W U -Z % FORCE COEFFICIENT Cf = 1.44 Q a Q W c w O WIND PRESSURE o 0' CO � P= qh G Cf = 56.80 Ib/k2 (ASD) ZX W W ONO n w w U U W GENERAL NOTES veFiQ0.,. ." Bwazw 1. HIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN O W w ACCORDANCE WITH THE REQUIREMENTS OF HE FLORIDA BUILDING CODE _ "W'L SIXTH EDITION (2017). n 2. REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR USE WITH HIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE CERTIFICATION ON A o JOB -SPECIFIC BASIS IN ACCORDANCE WITH HE GOVERNING CODE. N O C SUE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH O 2 ZO HE APPLICABLE BUILDING CODE $HALL BE LESS THAN OR EQUAL TO THE DESIGN PRESSURE 'RED' CAPACITY VALUES LISTED HEREIN FOR ANY L9 J ASSEMBLY AS SHOWN. 3. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS U, W STATED HEREIN. ''f^Y v 1 Q 00 Y Z 4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL IJ 0 CLEARANCE. A MINIMUM DISTANCE FROM UNITTO PAD EDGE IS SPECIFIED. M r ` F F LL W S. CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 125 PCF V 6. HE AREA UNDER CONCERETE SIRS ON GROUND SHALL HAVE ALL I--1 z W LO = Ch VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR J tt N N 0 TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS, 0 1 ry mZ U LU 0 7. RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT PART OF THIS DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES. K n l7 C m 0 Z G LL 8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY Tamil Y K OJ OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) Q U1 W SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. W Q Q 9. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR. et. al. 'r7 FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM F a m m o y'e DEVIATIONS OF THIS PLAN. 10. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL O ? v o o RESPONSIBILITY OF THE INSTALUNG CONTRACTOR. CONTRACTOR SHALL t ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS D m 6 RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE Z V m PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY a 3000 WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER BE THE RESPONSIBILITY �a -TIGHTNESS SHALL FULL OF THE INSTALLING E 3. CONTRACTOR. o S S S Dg 11. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY B u ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE ARCHITECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR HE RILEe INTEGRITY OF ALL SUPPORTING SURFACES TO HIS DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR. a Nffi� m 12. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC w B z o PROJECT SITE O ATIAT CONTAINED SITE. INFORMATION I HEREIN IS BASED q c S ON NA EAS DATA AND MEASUREMENTS. ENGINEERING SHALL C h O F. p SHALL NOT NOT BE HELD RESPONSIBLE LIABLE IN ANY WAY FOR ERRONEOUS ERRONEOUS a t^FES OR INACCURATE OR M DIMENSIONS ARE WN z n STRATEDESIGN F FORCES OTHER D MAY V ILLUSTRATE STRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY .THEY ' !APlNGNT mGIrvD:RIrvO EXPRESS SLIGHTLY, BUT MUFF REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL EXPRESS FIELD VERIFIED N OTHERS ND GIVE CONSTRUCTION. ENGINEERING SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO 17-_ - 61 1 URWOR REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE . INFORMATION PRIOR TO MODIFICATION ION OF EXISTING FIELD SCALE: Nis UNLESS NOTE AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR ALTERATIONS ADDITIONS HIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR OF� CERTIFICATION. 33. OR AFFIRMATIONS TIONSAR PROVIDED HEREIN, NO AD�f11DANNEDnONS OR AFFIRMATIONS ARE INTENDED. //VV`` 'r'71L711�