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Home My WebLink AboutGENERATOR CONCRETE PADAMERICAST GENERATOR CONCRETE PAD �ENGC%A � �L ` GENERATOR Lu I � I I , PAD I ' THICKNESS \ PD G-(N P ISOMETRIC VIEW PAD DIMENSIONS: GENERATOR TABLE: CONCRETE GENERATOR = GENERATOR UNIT BY o SEPARATE SUBMITTAL 3: (SEE SCHEDULE FOR (14 MINIMUM WEIGHT M REQUIRED) } - 54" LENGTH PLAN VIEW CONCRETE ROAD MESH- MAC100 GROUND - 50" 54" 3" MIN x- 4" MIN (ON -GRADE APPLICATIONS ONLY) ■7\T •MADEI IN AMMMOAV FED TAX A 204M2I62 LICENSE 059940030163 SM PJmcuo Ave. Fort PI=4 FL 34982 TLL T12-071-19SE Faz 773469-OW Ewik frtaQa�eela�Mv.eomarehrrleadfe7601(i�•vbo.e SCANNED (� By HVHZ OR NON-HVHZ RISK EXPOSURE (EXP) RISK EXPOSURE (EXP) RISK EXPOSURE (EXP) COUNTY I C I D II C 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 3.83 Psf 53.19 Psf BROWARD 156 MPH 32.92 Psf 39.95 Psf 170 MPH 39.09 Psf 47.44 Psf 180 MPH !43.83Psf 53.19 Psf MIAMI-DADE 165MPH 36.83Psf 44.69Psf 175MPH 41.43Psf 5028Psf 186MPH 6.80 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 Ibs 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 48.00 " 29.00 " 455 Ibs 47.44 Psf Generac 005874 & 005886 17 KW 48.00 " 29.00 " 421 Ibs 47.44 Psf Generac 005875 & 005887 20 KW r25.00 48.00 " 29.00 " 451 Ibs 47.44 Psf Generac 006729 & 006730 20 KW 48.00 " 29.00 " 516 Ibs 47.44 Psf Generac 006551 & 006552 22 KW 48.00 " 29.00 " 526 Ibs 47.44 Psf Kohler 14RES & 20RES 14-20 KW. 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 & D 156 MPH GE 04038215KW 15 KW 33.00 " 48.00 " 30.50 " 484 Ibs 43.83 Psf EXP C 180 MPH & D 156 MPH GE 04037817KW 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_ 430Jbs_ 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 " 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 47.44 Psf GENERATOR MOUNTING CONFIGURATION: GENERATOR GENERATOR ATTACHMENT BASE OR SIMPSON A24 ANGLE BRACE W/ (4) #10 SS 316 SELF -DRILLING SCREWS O � O TO GENERATOR IT � (SEE GENERATOR SPECS) 3/a" THICK GALVANIZED _ = GENERATOR WASHER& RUBBER (SEE CONCRETE PAD VIBRATION PAD W W SCHEDULE FOR DIMENSIONS & WEIGHT = REQUIRED) N 4„ ri El L7 �l I FLO N }--32" WIDTH--4 j -54" LENGTH v ml b SIDE VIEW FRONT VIEW N O N O CONCRETE PAD 6,000 PSI LIGHTWEIGHT CONCRETE MIX 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. GENERATOR ATTACHMENT BASE, VARIES WITH MODEL SEE GENERATOR SPECS 3a" SIMPSON TITEN HD, - SEE ANCHOR SCHEDULE 2"x3"x3/8" GALV. STEEL WASHER RUBBER VIBRATION PAD Z CONCRETE PAD 6,000 PSI X LIGHTWEIGHT 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 CLIP. 3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH, NO LESS THAN ANCHOR REQUIREMENTS JK L. BENNIRDO, P.E. 0046549 JB 031! 0 018 T`' RECEIVED ED IF CHECKED, NG P.E. APPEAR5 BELOW RDON M. ATTISTO, P.E. 82328 VALID FOR I'fSERMIT ONLY U N C AD I rj { NOTICE: IF THIS SHEET DOES ^ (� J, ,J i 8 NOT CONTAIN AN ORIGINAL SIGNATURE & ENGINEER SEAL IF THERE IS A DIGITAL ST. Lucie County, Permitting SIGNATURE ON SHEET 1, THIS SHEET IS PART OF A DIGITALLY SIGNED FILE, SHALL REMAIN IN DIGITAL FORMAT, & PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNET _ AND SEALED. IF THERE IS NO WIND DESIGN REQUIREMENTS1 DIGITAL SIGNAON SHEETI DOE OR THIS SHEET DOES NOT CONTAIN AN ENGINEER'S (BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION (2017)) ORIGINAL SIGNATURE & SEAL, THIS SHEET IS A COP DRAFT. AT -GRADE SIGN METHOD rrnn p N ULTIMATE DESIGN WIND SPEED Vult = 186 mph U NOMINAL DESIGN WIND SPEED Vasd = 144 mph Z RISK CATEGORY =III INTERNAL PRESSURE COEF = N/A ® W M u i EXPOSURE CATEGORY = D WIND DIRECTIONALITY FACTOR Kd= uJ I- M v ui 0 Lu o Ln U Ln ENCLOSURE CATEGORY `rrr^^.l WOx ui SO W = N/A HEIGHT H = AT GROUND GUST EFFECT FACTOR = 0.85 PRESSURE AT HEIGHT H = 77.56 uJ I+. U) p = w o qh x Z a Ib/ft2 w W U Z 0. F- F > Q " a FORCE COEFFICIENT Cf = 1.44 w w �a �QLUgLu0 WIND PRESSURE: OL m A4� P= qh G Cf = 56.80 Ib/ft2 (ASD) W N O w W u W U `"1 W V Z GENERAL NOTES � LL Z L7 in W d=W 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE W w O SIXTH EDITION (2017). n 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. N C) N SITE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH O d ZO THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE DESIGN PRESSURE "ASD" CAPACITY VALUES LISTED HEREIN FOR ANY L9 W ASSEMBLY AS SHOWN. 3. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS I /� j V) O W STATED HEREIN. Q LL N y-= 4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL CLEARANCE. A MINIMUM U A C'j� DISTANCE FROM UNIT TO PAD EDGE IS SPECIFIED. S. CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 125 PCFW IF- LL a, En W 6. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL VEGETATION, STUMPS, ROOTS, AND FOREIGN F--I W ^ 00 = 0 MATERIALS REMOVED PRIOR J 0. I\ U) O TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS. 7. UJJ C N In Z CJ RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT PART OF THIS DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES. n to O N LL 0 ('J z 8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY rM Y a' OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) InQ LLJ SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE H m EXPRESS RESPONSIBILITY OF THE CONTRACTOR. V) W Q 9. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS U. p < SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. K INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES 0 INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT to i� m N o WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. G rD 10. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL CI o 0 0 RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS C m m RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE _ ' i o PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY rJ LL LL N Z 3 0Q 0Q 0Q WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING uzi 0 � S2 M 0 0 w CONTRACTOR. O -1 -I -1 , o o a y 11. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY w w z O ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE a o i L" ARCHITECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL s o BE COORDINATED BY THE PERMITTING CONTRACTOR. o ¢ m o 0 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 m z o k 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 z N ' COPYRIGHT ENGINEERING EXPRESS® 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 _ REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE r INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS SCALE: NTS UNLESS NOTED AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR OF ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS ^ OR AFFIRMATIONS ARE INTENDED. "rTIL J'll