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Home My WebLink AboutConstruction PlansAMERICAST GENERATOR CONCRETE PAD tilt ` GENERATOR N _I= y'l0 _ Ty PAD THICKNESS PPO BEN ISOMETRIC VIEW PAD DIMENSIONS: GENERATOR TABLE: CONCRETE PAD GENERATOR - S CONCRETE PAD ROA1 MASTE I GROU GENERATOR UNIT BY SEPARATE SUBMITTAL (SEE SCHEDULE FOR MINIMUM WEIGHT REQUIRED) 54"LENGTH PLAN VIEW (ON -GRADE APPLICATIONS ONLY) �Nff AMERICAST .bf1w31Ix1&bnwCwl• FEDT"6204== L10ENIKE 09"M0163 SNL PW=mAve, FonKum n 3012 m. 7MV"-19U Fmr. M-461A FAnII: HVHZ OR NON-HVHZ COUNTY RISK EXPOSURE (EXP) RISK EXPOSURE (EXP) RISK EXPOSURE (EXP) I C D II C I D III, IV C D P. BEACH 150 MPH 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 BRAND & MODEL CAPACITY WIDTH LENGTH HEIGHT WEIGHT ALLOWABLE PRESSURE COMMENTS Generac 005871 & 005883 10 KW 25.00 " 48.00 " 29.0011 387 Ibs 41.43 Psf EXP C 175 MPH & D 156 MPH Generac 005872 & OOS884 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 " 46.00 " 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 Generac 006551 & 006552 22 KW 25.00 " 48.00 " 29.00 " 526 Ibs 47.44 Psf Kohler 14RES & 20RES 14-20 KW 26.00 " 48.00 " 29.00 " 500 Ibs 47.44 Psf GE 40323GE & 40324GE 13 KW 35.00 " 39.40 " 39.00 " 540 Ibs 39.09 Psf EXP C 170 MPH & G 156 MPH GE04038215KW 15KW 33.00" 48.00" 30.50" 484lbs 43.83 Psf EXP C 180 MPH & D 156 MPH GE 040378 17KW 17 KW 33.00 " 48.00 " 30.50 " 484 Ibs 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 jEXP 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 " 29.00 " 406 Ibs 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 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) #SO SS 316 SELF -DRILLING SCREWS TO GENERATOR q (SEE GENERATOR SPECS) F F GENERATOR (SEE CONCRETE PAD L9 w SCHEDULE FOR _ = I DIMENSION WEIGHT REQUI4" } -32" WIDTH- }54" LENGTH SIDE VIEW FRONT VIEW GENERATOR Gordon DiBattisto PE RECElk t 82328 CIA 9885 NOV 21 2019 Permitting Department ST.LUCIE COUNTY St. Lucie County PLAN REVIEW BLDG: WIND DESIGN REQUIREMENTS: DATE: (BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION (2017)) ELE -GRADE SIGN METHOD ULTIMATE DESIGN WIND SPEED Vult = 186 mph - DATE/ -241 NOMINAL DESIGN WIND SPEED Vasd = 144 mph PLUMB: RISK CATEGORY = III INTERNAL PRESSURE COEF = N/A EXPOSURE CATEGORY = D WIND DIRECTIONALITY FACTOR Kd= DATE 0.85 ENCLOSURE CATEGORY = N/A HEIGHT H = AT GROUND MECH: GUST EFFECT FACTOR = 0.85 PRESSURE AT HEIGHT H qh = 77.56 Ib/ft2 DATE: FORCE COEFFICIENT Cf = 1.44 WIND PRESSURE: ANCHOR TO PAD SCHEDULE: SUBSTRATE I DESCRIPTION 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. P = qh G Cf = 56.80 Ib/ft2 (ASD) 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 A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH 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 NOTES: VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR 1. ANCHOR QUANTITY PER LONG SIDE TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS. 2. EMBEDMENT AND EDGE DISTANCE 7• RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT PART OF THIS EXCLUDES FINISHES, IF DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES. APPLICABLE. B. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY 3. ENSURE MINIMUM EDGE DISTANCE OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) AS NOTED IN ANCHOR SCHEDULE. SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE 4. ENSURE MINIMUM SPACING TO EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 9. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS ANY ADJACENT ANCHORS. SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. 5. FOLLOW MANUFACTURER'S INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INSTALLATION INSTRUCTIONS TO INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL INSTALL ANCHORS. FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT GENERATOR ATTACHMENT BASE, VARIES WITH MODEL SEE GENERATOR SPECS %a" SIMPSON TITEN HD, SEE ANCHOR SCHEDULE 2"x3"x3/B" GALV. STEEL - WASHER RUBBER VIBRATION PAD - %" THICK GALVANIZED WASHER& RUBBER VIBRATION PAD Z CONCRETE PAD - 6,000 PSI LIGHTWEIGHT CONCRETE PAD X CONCRETE MIX I 6,000 PSI ` 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 a WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM ,{I DEVIATIONS OF THIS PLAN. ®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 CJPROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. il. 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 SHALL BE RESPONSIBLE FOR THE 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 PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE 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 PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO ,.I - REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE / 1 INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR jCERTIFICATION. 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 2" SCAN HERE: ABOUT THIS DOCUMENT I ENGINEER -CERTIFIED ORIGINALS, VARIATIONS & MORE INFORMATION CAN BE FOUND BY VISITING ENGI SM1,NGRESSCOM/STORE IORUSIOR NG THE WEB ADDRESS FOUND HERE > i THIS DOCUMENT NOT VALID WITHOUT OR, GO TO ORIGINAL ENGINEER CERTIFICATION 1CALCIO/173961d W19 OF AUTH .NATURE ON SHEET 1, THIS =ET IS PART OF A DIGITALLY iNED FILE, SHALL REMAIN IN ;TTAL FORMAT, & PRINTED PIES OF THIS DOCUMENT E NOT CONSIDERED SIGNET D SEALED. IF THERE IS NO ;ITAL SIGNATURE ON SHEET 1 THIS SHEET DOES NOT VTAIN AN ENGINEER'S :GINAL SIGNATURE & SEAL, u O oN Z 't 't 0 �p W M MY2 v 111 ►~-I M o L,.n O Ln Wol °L1L 'XNON W111 O 2�UiHx Z ><U x< c�aa W �Q W owU` U W W 0 N_ m LU W U O� J w U W `J-O0 �U"�wz UlwaxLU �W w TH � C C. 0 FW O - Of f~ Z Q � In o Y - _ U kof-I (z E a °i GOEn o LU M ~a ^ g CD o p v 0.In z In Y tY W rl N CO CW7 < o of O Li c9 zQ� U- III to U 0LL W$ �'M = 3 00 055:5 0 0�0r w � �zw Fzow� N wo a =ioo�a K W y Q DO J O] �izw N C)$ COPYRIGHT ENGINEERING EXPRESS 17-3961.1 SCALE: NITS UNLESS NOTED