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HomeMy WebLinkAboutCONCRETE PADPAD THICKNESS AMERICAST GENERATOR CONCRETE PAD � ��lD GENERATOR ,- r i ISOMETRIC VIEW PAD DIMENSIONS: CONWEIE PAD GENERATOR GENERAT R UNIT BY o SEPARATE OSUBMITTAL 3 (SEE SCHEDULE FOR Iv I MINIMUM WEIGHT REQUIRED) TY }- 54" LENGTH PLAN VIEW CONCRETE PAD ROAD MESH ASTE.RFIBER 3" MIN MACI00 �4" MIN H 32" WIDTH GENERATOR TABLE: --(ON=GRADE APPLICATIONS ONLY) In AMERICAST •MAD]O TN A11I1C®19LIC ENSEAI• FED TAX � 16V>TKl �YIA 1140 N•em Ava Con N¢q FL 11oP T.L man-rPV Fu: ]AY4� kSWE HVHZ OR NON-HVHZ RISK EXPOSURE EXP RISK EXP LE IXP) RISK EXPOSURE (EXP) COUNTY I C D II C D III, IV C D P. BEACH ISOMPH 30.44 Psf 36.94 Psf 170 MPH 39.09 Psf 47.44 Psf ITO MPH 43.83 Psf 53.19 Psf BROWARD 156 MPH 32.92 PSI 139.95 Psf 170 MPH 39.09 Psf 47.44 Psf 180 MPH 143.83 Psf 153.19 Psf MIAMI-DADE 165 MPH 36.83 Psf 4- -- Psf 175 MPH 141 -- Psf 50.28 Psf 186 MPH 146.80 Psf 156.80 Psf BRAND &MODEL CAPACITY WIDTH LENGTH HEIGHT WEIGHT ALLOWABLE PRESSURE COMMENTS Generac OOS871 & OGS883 10 KW 2S.00" 48.00" 29.00" 387lbs 41.43 Psf EXP C 175 MPH &D ISE MPH Generac 005872&0058M 14 KW 25.00" 48.00" 29.00" 439lbs 47.44 Psf EXP C 186 MPH &D 156 MPH Generac 6459, 6461, 6462 16 KW 25.00" 48.00" 29.00" 513 lbs 47.44 Psf Generac 006721 16 KW 25.00" 48.00" 29.00" 448lbs 47.44 Psf Generac 005873 & 005885 17 KW 25.00" 48.00" 29.00" 455lbs 47.44 Psf Generac 005874 & 005886 17 KW 25.00" 48.00" 29.00" 421lbs 47.44 Psf Generac 005975 & 005887 20 KW 25.00" 48.00" 29.00" 451lbs 47.44 Psf Generac 006729 & 006730 20 KW 25.00" 48.00" 29.00" 516lbs 1 47.44 Psf Generac 006551 & 006552 22 KW 25.00" 48.00" 29.00" 526lbs 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" S40lbs 39.09 Psf EXP C 170 MPH &D 156 MPH GE 040382 ISKW 35 KW 33.00" 48.00" 30.50" 484lbs 43.83 Psf ENPC 180 MPH &D 156 MPH GE 04037817KW 17 KW 33.00" 48.00" 30.50" 4941bs 43.83 Psf BE 40330GE & 40331GE 20 KW 33.00" 48.00" 30.50" 600lbs 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" 32.60" 5071bs 41.43 Psf EXP C 175 MPH & D 156 MPH Briggs &Stratton 040303-1 15 KW 33.75" 49.OD" 31.60" 562lbs 43.83 Psf EXP C 180 MPH &D 156 MPH Briggs & Stratton 04O3G4-1 18 KW 33.75" 49.00" 31.60" 5681bs 44.00 Psf Briggs & Stratton 040305-1 20 KW 33.75" 49.0D"' 31.60" 570lbs 44.00 PSf Generac 7035, 7036, 7037 16 KW 25.00" 48.00" 2900 " 4744 Ps EXP C 186 MPH &D 156 MPH Generac 007038 & 007039 20 KW 25.00" 48.00" 29 26 V 48bs Ps 47.44 Generac 007042&7043 22 KW 25.00" 48.00" 29.00" 466 Ibs 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 F- I (SEE CONCRETE PAD 2 SCHEDULE FOR w DIMENSIONS & WEIGHT REQUIRED) 4„ I i54" LENGTH SIDE VIEW FRONT VIEW GENERATOR --------REC-EIVED - -- JAN 0 7123119 ST. Lucie CoHNEV; Permi4Elm ANCHOR TO PAD SCHEDULE: SUBSTRATE DESCRIPTION CONCRETE: (2)-3/8"0 MEN 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 1/e" SIMPSON TITEN HD, SEE ANCHOR SCHEDULE 2"x3"x7/e" GALV. STEEL - WASHER RUBBER VIBRATION PAD - aW THICK GALVANIZED WASHER& RUBBER VIBRATION PAD Z CONCRETE PAD c - T+t 6,000 PSI A .I CONCRETE PAD X 6,000 PSI LIGHTWEIGHT CONCRETE MIX ,//jj j�i��j �j�//�j/• /Il _ 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 CUP. 3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH, NO LESS THAN ANCHOR REQUIREMENTS SCANNED BY St. Lucie County 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 (ASO) GENERAL NOTES 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017). 2. REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE CERTIFICATION ON THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE DESIGN PRESSURE "ASD" CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 3. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. 4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL CLEARANCE. A MINIMUM DISTANCE FROM UNIT TO PAD EDGE IS SPECIFIED. S. CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 125 PCF 6. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS. 7. RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT PART OF THIS DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES. 8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED &INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 9. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, e . al. FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL. STATE, & FEDERAL CODES &FROM DEVIATIONS OFTHIS PLAN. 10. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE NU. RESPONSIBIUr f OF THE INSTALLING CONTRACTOR. 11. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE ARCHITECT/ENGINEER OF RECORD SMALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THS DESIGN WHICH SHALL BE COORDINATED BYTHE PERMITTING CONTRACTOR. 12. THIS DOCUMENT 15 GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR-SUPPUED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACOJIUM DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS PRIORTO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNINTO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIOATE OUR CERTIFICATION. 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. ULNK L BE R00, P.E. 5t 0046'549 �I.O10 R 03/Fp ]vramRa.. iVNuseena - ORDON M. DI T STO, P.E. Z328 D OTICE: IRTH/5 SHEET DOES OT CONTAIN AN ORIGINAL IGHkRETS AENGINEER SEA ICNF,REISA SHEER HEMS ON SHEET 1, THIS HEFT IS PART A DIGITALLY IGFILE, SHALL REMAIN IN ITN FORMAT, 4 PRINTED OPIES RE NOT CONSIDERED DOCUMENT RE NOT CONSISI DERED SIGNED NO SEALED, IF THERE ISNO I SIGNATURE ON SHEET 1 RTHIS SHEET GOES NOT L9 ID C4 Z a ® M W-gz wF-In U,0 W� V7LL�nVIrn WW LLm Xw ZD ¢ FwLU ¢->Uyswa UAl CaWewLOo wW Rr4C.zWW / 0~w-6z I�JJ 3 In Ul axw OW w UD -t s y�GyG SgOSog� REi e SaS K52112 Wall s=is* 1 17-3961.1 1 G-I