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Home My WebLink AboutPLANSGENERATOR PAD THICKNESS 1 AMERICAST GENERATOR CONCRETE PAD (ON -GRADE APPLICATIONS ONLY) AMERICAST •➢4AlIB STA&ffitIDA:• -+ a _'' ,�, ,✓ HVHZ OR NON-HVHZ RISK EXPOSURE EXP RISK EXPOSURE (EXPI I RISK EXPOSURE EXP) COUNTY I Cg36.914 II C D III, IV C P. BEACH 150 MPH 30.44 Psf 170 MPH 39.09 P5f 47.44 Psf 180 MPH 43.83 Pf 53.19 P BROWARD 156MPH 32.92Psf 270 MPH 39.09 Psf 47.44 Psf 180 MPH 43.83Psf 53.19P MIAMI-DADE 165MPH 36.83Psf 175 MPH 41.43 Psf 50.28 Psf 1186 MPH 46 80 Psf 56 80 s ISOMETRIC VIEW PAD DIMENSIONS: CONCRETE PAD GENERATOR GENERAT R UNIT BY o I SEPARATE SUBMITTAL UBMITTAL 3 (SEE SCHEDULE FOR H I MINIMUM WEIGHT REQUIRED) �- 54"LENGTH PLAN VIEW CONCRETE PAD ROAD MESH MASTERFIBER 3" MIN MACI00 s4" MIN 501. GENERATOR TABLE: BRAND&MODEL CAPACITY WIDTH LENGTH HEIGHT WEIGHT ALLOWABLE PRESSURE COMMENTS Generac 005871 & 005883 10 KW 25.00" 48.00" 29.00" 387IDS 41.43 Psf EXP C 175 MPH &D 156 MPH Generac 005872 & OG5884 14 KW 25.00" 48.00" 29.00" 439 lbs 47.44 P51' EXP C 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" 4481bs 47.44 Psf Generac 005873 & 005885 17 KW 25.OD" 48.00" 29.00" 455 His 47.44 Psf Generac 005874 & 005886 17 KW 25.00" 48.00" 29.00" 421IDS 47.44 Psf Generac 005875 & 005887 1 20 KW 25.00" 48.00" 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" 48.00" 29.00" 5261bs 47.44 Psf Kohler 14RE5&20RE5 14-20 KW 26.00" 48.00" 29.00" 500lbs 47.44 Psf GE 40323GE & 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" 484lbs 43.83 Psf EXP C 180 MPH&D 156 MPH GE 04037817KW 17 KW 33.00" 48.00" 30.50" 484 lbs 43.83 Psf GE 40330GE & 40331GE 20 KW 33.00" 48.00" 30.50" 600 IDS 43.83 Psf Briggs& Stratton 040243-0 30 KW 31.00" 32.00" 34.00" 430 lbs 43.83 Psf Briggs & Stratton 040302-2 12 KW 33.75 " 50.00 " 31.60 " 507 lbs 41.43 Psf EXP C 175 MPH & D 156 MPH Briggs & Stratton 040303-1 15 KW 33.75" 49.00" 31.60" 562 lbs 43.83 Psf EXP C 190 MPH & D 156 MPH Briggs & Stratton 040304-1 18 KW 33.75 " 49.00" 1 31.60 " 568 lbs 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" 4061bs 47.44 Psf EXPCI86MPH&D156MPH Generac 007038 & 007039 20 KW 25.00" 48.00" 29.00" 44616s 47.44 Psf Generac 007042&7043 22 KW 25.00" 48.00" 29.00" 466 lbs 47.44 Psf GENERATOR MOUNTING CONFIGURATION: GENERATOR GENERATOR ATTACHMENT BASE OR SIMPSON A24 ANGLE BRACE W/ (4) #10 SS 316 SELF -DRILLING D n SCREWS FTO GENERATOR 1H�THICIK GALVANIZED (SEEGENERATORSPSPECS) R ST) GENE (SHER& RUBBER SEE CONCRETE PAD S/a" WAV VIBRATION PAD/ SCHEDULE FOR DIMENSIONS WEIGHT REQI �32" WIDTH 54" LENGTH-� SIDE VIEW FRONT VIEW CONCRETE PAD 6,000 PSI LIGHTWEIGHT CONCRETE MIX INE couNTY fkEview DATE: ELE DATE: PLUMB', - ANCHOR TO PAD $PxtFDU[.-E- SUBSTRATE DESC PTION CONCRETE: (2)-3/8"0 TITEN 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 I%" SIMPSON TITEN HD, SEE ANCHOR SCHEDULE 2"0"x%" GALV. STEEL - WASHER RUBBER VIBRATION PAD - CONCRETE PAD 6PSI LIGHTWEIGHT X CONCRETE MIX MASTERFIBER MAC 100 & 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 CUP. 3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH, NO LESS THAN ANCHOR REQUIREMENTS 0 NOV 01 2019 ST. Lucie County, WIND DESIGN REQUIREMENTS_ ON 1, TALL SHEET IS PARTE FADGHEET SHEET IS PART OF A DIGITALLY (BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION SIGNED FILE, SHALLREMAIN IN 2017 ( )) DIGITAL FORMAT, & PRINTED AT -GRADE SIGN METHOD COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNEI ULTIMATE DESIGN WIND -SPEED Vult =-186 mph _ - _ AND SEALED. IF THERE IS NO NOMINAL DESIGN WIND SPEED Vasd = 144 mph DIGITAL SIGNATURE ON SHEET I RISK CATEGORY =III INTERNAL PRESSURE COEF = N/A OR THIS SHEET DOES NOT CONTAIN AN ENGINEER'S EXPOSURE CATEGORY = D WIND DIRECTIONALITY FACTOR Kd= ORIGINAL SIGNATURE & SEAL, 0.85 THIS SHEET IS A COPY DRAFT. UI ID N ENCLOSURE CATEGORY = N/A HEIGHT H = AT GROUND GUST EFFECT FACTOR = 0.85 PRESSURE AT HEIGHT H qh = 77.56 -7 O V >0 Ib/R2 Z 'T FORCE COEFFICIENT Cf = 1.44 ® W M - w X WIND PRESSURE: Wr�f1 w=��&L4m SCANNED� LL V, P = qh G Cf = 56.80 Ib/R2 (ASD) (J I U. (N w 2r4arOCx BY ZW O GENERAL NOTESt. Lucie County QwWULLEXS CD a- �'<W�w�o BI 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN OL q-cPEZ F Z ^ O u y LD K C OJ w ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE W W O N m Rwj U SIXTH EDITION (2017). "'I 1U Z O W Lu 2. REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE CERTIFICATION ON A U) JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. W SITE -SPECIFIC WAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH O W w 0 THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE DESIGN PRESSURE "ASD" CAPACITY VALUES LISTED HEREIN FOR ANY ID 0 ASSEMBLY AS SHOWN. n 3. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. ^p 4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL CLEARANCE. A MINIMUM DISTANCE ROM UNIT TO PAD EDGE IS SPECIFIED. m Q Z 5. CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 125 PCP O Ll 0 6. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR W I~ TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS. Ul > J Z w 7. RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT PART OF THIS m Q LL h Y DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES. Q p RI 8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY I U M F OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) U IY •'H �rj LLI jq d5 W SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE Hl f W pD 2 p n EXPRESS RESPONSIBILITY OF THE COWMCTOR. 9. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS J C. 4 N M 0 p Z U SHOWN ONLY. USE THIS f LLI m OF SPECIFICATION BY CONTRACTOR, at. al. mm N T g Z INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES 3 n INCLUDING LEGAL FEES &APPELLATE FEES RESULTING FROM MATERIAL m Y K 0 FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT Q W WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM ,may an DEVIATIONS OF THIS PLAN. L 10. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL LD 2 0 RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL of ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE LL PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY w�nm a m tom. WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. 11. THEROLEANDOF PROTECT Of ENGINEERENGINEER THATQUENTLY, G o ii 32 ttrey Y w m Do ENGINEER AND NO OF D. CONSES ENTLY, HE RESPONSIBLE ARCHITECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE WEER OF BE FOR THE O -i C INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL Z LL M 3: O O O BE COORDINATED BY THE PERMITTING CONTRACTOR. LL 12 PROJECT SM.FORMATION COMA[ ED HEREIN IS BASED ON THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC o 5 3 5 z o„ CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS 3 SHALL NOT HELDRESPONSIBLE LIABLE INANY WAY FOR ERRONEOUS % OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO q€ ILLUSTRATE DESIGN FORCES AND OTHER DESIGN THEY MAY VARY w IONS SPECIFIED HEREIN. SLIGHTLY, BUT MUSTREMAIN WITHIN THE LIMITATIONSONSTR w¢ r O WORK SHALL FIELD OTHERS R TOGIVE CONSTRUCTION. C y E SHALL BE N AND ENGINEERING PRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TOREEVALUATE UPON DISCOVERY OF ANY INACCURATE a y w LL yEES INFORMATIONOURPRIOR TO INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR = n > ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR GOWNGM ExGINEERIxG IXPREGS• CERTIFICATION. 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 17-3961.1 GN XEq[: ABOUT THIS DOCUMENT T ENGINEFA{ERTIFlEOOWGIN45, VARNTION$ Im &NOREINFORMATIONGNxEFOVNDHY J nsmxc ErvcwEEvxGEXPaEss m. oaE .0 SCALE: NTS UNLESS NOTED GF� OE BY $CANNING 00. USING mEWEBAODRE2SIOUNDHERE a MR THISDOCUMEUTrNOTVAUDWILIMOUT O&GOro ORIGEFUL EMGENEER CERTAGTION FGIfJO/17A6W 2