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Home My WebLink AboutGENERATOR CONRETE PAD`0�c» �I GENERATOR I - � I � 1 'T' I L7 PAD THICKNESS \ �PPp 4�N�(H PAD DIMENSIONS: CONCRETE PAD ------- GENERATOR - = GENERATOR UNIT BY o SEPARATE SUBMITTAL 3 (SEE SCHEDULE FOR N MINIMUM WEIGHT " REQUIRED) , 54" LENGTH PLAN VIEW CONCRETE PAD ROAD MESH MASTERFIBER 3" MIN MAC100 --j- 4" MIN 50" AMERICAST GENERATOR CONCRETE PAD . (ON -GRADE APPLICATIONS ONLY) GENERATOR TABLE: A�Y[EiZ��A�iT ~,amedsm-uno rrnn •MADN IN AMffitIOAI• FEDTAX# 20.1753362 LICENSE#599.206f0163 S3W PWn Aw. FOK Pl"9.. FL 34932 TOL 7r2-971-1 MF= "346C05" a=3: lel�..ee:4n,B.v_-:-. •' eh.Ae�Nn21p1 fti`�vinOe, HVHZ OR NON-HVHZ COUNTY RISK EXPOSURE (EXP) I RISK EXPOSURE (EXP) RISK EXPOSURE (EXP) I C D I II C F D III, IV C D P. BEACH 150 MPH 30.44 Psf 36.94 Psf 1170 MPH 39.09 Psf 47.44 Psf 180 MPH 43.83 Psf 53.19 Psf BROWARD 156 MPH 32.92 Psf 39.95 Psf I 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 11 75 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 " 29.00 " 387 Ibs 41.43 Psf EXP C 175 MPH & D 156 MPH Generac 005872 & 005884 14 KW 25.00 " 48.00 " 29.00 " 439 lbs 47.44 Psf EXP C 186 MPH & D 156 MPH Generac 6459, 6461, 6462 16 KW 25.00 " 48.00 " 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 & 005386 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 " 500lbs 47.44 Psf GE 40323GE & 40324GE 13 KW 35.00 " 39.40 " 39.00 " 540 Ibs 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 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 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 EXP 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 " 568lbs 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 " 406lbs 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 1 25.00 " 48.00 " 29.00 " 466lbs 47.44 Psf GENERATOR MOUNTING CONFIGURATION: GENERATOR ATTACHMENT BASE OR SIMPSON A24 ANGLE BRACE W/ (4) #10 SS 316 SELF -DRILLING GENERATOR SCAN �JEO_ By ANCHOR TO PAD SCHEDULE SUBSTRATE DESCRIPTION CONCRETE: (2)-3/8"0 TITEN HD (6000 PSI OR EQUIVALENT, MIN.) 2-3/4" FULL EMBED O 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. rl GENERATOR ATTACHMENT BASE, VARIES WITH MODEL SEE GENERATOR SPECS V SIMPSON TITEN HD, - SEE ANCHOR SCHEDULE 2"X3"X48" GALV. STEEL WASHER I (SEE GENERATOR SPECS) i I _ 4'd' THICK GALVANIZED \ H F- GENERATOR WASHER& RUBBER _ = VIBRATION PAD % (SEE CONCRETE PAD ` CONCRETE PAD LULU SCHEDULE FOR rn w w DIMENSIONS & WEIGHT PSI 2 A T 2 LIGHTWEIGHT REQUIRED) CONCRETE PAD X CONCRETE MIX 6,000 PSI 4" f H U I LIGHTWEIGHT MASTERFIBER MAC 100 CONCRETE MIX & ROAD MESH } - 32" WIDTH �- 54" LENGTH - } NOTES: FOAM CORE1. Y DISTANCE DEPEND ON GENERATOR BASE LENGTH, NO LESS THAN 2". 2. X DISTANCE 3" FROM UNIT EDGE TO CLIP. SIDE VIEW FRONT VIEW 3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH, NO LESS THAN ANCHOR REQUIREMENTS RECEIVED .JUL 2 4 2018 ST. Lucie County, Permitting 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= o.8s ENCLOSURE CATEGORY = N/A HEIGHT H = AT GROUND GUST EFFECT FACTOR = 0.85 PRESSURE AT HEIGHT H qh; 77.56 I b/ft2 FORCE COEFFICIENT Cf = 1.44 WIND PRESSURE: P = qh G Cf = 56.80 Ib/ft2 (ASO) - GENERAL NOTES YK L BEN! ROO, P.E. 0046549 11 03 �RDON BATT15T0, P.E. F THERE IS A DIGITAL GIGNATURE ON SHEET 1, THIS MEET IS PART OF A DIGITALLY iIGNED FILE, SHALL REMAIN IN IIGITAL FORMAT, & PRINTED :OPIES OF THIS DOCUMENT 1RE NOT CONSIDERED SIGNEI 1ND SEALED. IF THERE IS NO IIGITAL SIGNATURE ON SHEET 1 IR THIS SHEET DOES NOT )ONTAIN AN ENGINEER'S IRIGINAL SIGNATURE & SEAL, HIS SHEET IS A COPY/DRAFT. ID ON O Z _ It O m® W M "ui uiI~rfhg(nUin w co LL U) V) CA w WLU O =llax Z F->Q��W< zx � T`4 z W w 0�1JMUlwL! LU O U) LL LU xw 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ' w O W w ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE I a SIXTH EDITION (2017). _ 2. REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR USE WITH n THIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE CERTIFICATION ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 0 v SITE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH THE N APPLICABLE BUILDING CODE SHALL BE LESS THAN OR EQUALTO THE "ASD" p d DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY C9 W ASSEMBLY AS SHOWN. �. w 0: 3. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. I/�� L I Q 00 Y Z w 4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL CLEARANCE. Q O T N LO S. A MINIMUM DISTANCE FROM UNIT TO PAD EDGE IS SPECIFIED. MADE USING LIGHTWEIGHT U w 4 M 6. THEAREA UCONS NDER CONCERETE SS ON w G OUND SHALLCONCRETEI25 HAVE ALL 1-1 LU n w VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR J ii rl EnO 7. TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS. RESISTANCE TO SLIDING OF THE W d N 'n Z U PAD ON THE GROUND IS NOT PART OF THIS DOCUMENT AS SOIL CHARACTERISTICS r, Q 8. AND PAD PLACEMENT VARIES. ELECTRICAL GROUND, WHEN REQUIRED, TO BE M Q a Q a DESIGNED &INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS M Y (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER W RECOMMENDATIONS AND ARE THE EXPRESS 9. RESPONSIBILITY OF THE CONTRACTOR. Ui Q Q ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. < INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES O - INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL -1 FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT LL WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM w :-° 5 f 10. DEVIATIONS OF THIS PLAN. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL Q Cl A is "` g o i z F RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL�- ENSURE THAT ANY REMOVED b OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE Cl le LL m m O �d PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY V LL LL WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS f..0. LL WATER -TIGHTNESS SHALL BE THE FULL.RESP_ONSIBILTr.Y-OF_THE-INSTALLING O..O.- - 11. CONTRACTO - - THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY G g pp G ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE D5 o a ARCHITECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE w INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL ii 0 12. BE COORDINATED BY THE PERMITTING CONTRACTOR. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC w a 52 o g PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS N Y w S m § $ K SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS y w "• OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN 10,r 22 1 TO C ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY z - ' S SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. COPYRIGHT ENGINEERING EXPRESS WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO 17-3961.-1 - REEVALUATE -OUR -WORK -UPON DISCOVERY OF ANY INACCURATE ' INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR SCALE: NTS UNLESS NOTED ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR OF 13. CERTIFICATION. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. / - I