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HomeMy WebLinkAboutSlab SpecsN 0 `LNG VX LU � I ti. PAD THICKNESS H � P PD LENG� ISOMETRIC VIEW V_ ANCHOR LOCATION FG3154-4G �- -T 9.8591 o "� m N 1.063" Ln O O-E__------- z-=__3 M HURRICANE CONCRETE PAD FOR GENERATORS (GENERAC AND HONEYWELL UNITS) Gordon DiBattisto PE FL PE 82328 CA 9885 (ON -GRADE APPLICATIONS ONLY) ALLOWABLE DESIGN PRESSURE: SEE TABLE SCAN HERE: ABOUT THIS DOCUMENT ENGINEER -CERTIFIED ORIGINALS, VARIATIONS & MORE ❑■ © REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE CERTIFICATION ON A JOB -SPECIFIC BASIS IN INFORMATION CAN BE FOUND BY VISITING ; ACCORDANCE WITH THE GOVERNING CODE. SITE -SPECIFIC LOAD REQUIREMENTS AS ENGINEERINGEXPRESS.COM/STORE OR BY SCANNING OR USING DETERMINED IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE SHALL BE LESS THE WEB ADDRESS FOUND HERE > �ry THIS DOCUMENT NOT VALID THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE "ASD" CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. WITHOUT iY1�� r ORIGNAL ENGINEER CERTIFICATION OR,GOTO ECALC.10/141669 GENERAL NOTES 1/4" 0 ANCHOR _\ FG5431-4G LOCATION \ + i _T I = v 0 i 1.05" o I In Q o a N O f--17.98" i o I M 7.74"- _ - 53.60" (PAD LENGTH) -■ • 53.60" (PAD LENGTH) PLAN VIEW PLAN VIEW FG3154-4G TYPICAL ANCHORAGE: (4) 3/8" DIA. AMIFAST CONCRETE INSERTS (PART# 165003 & TEST REPORT 95329 BY ELEMENT MATERIALS TECHNOLOGY) W/ 3/8" DIA. BOLT ASTM A307, 3" MIN. EDGE DISTANCE, 1-3/8" EMBED. INTO CONCRETE (BASE PAN MIN. THICKNESS = 0.69" AND MIN. BEARING STRENGTH = 6 KSI) d Y WIND LOAD Q RESULTANT 0 J 0 x L9 w x z 7 I ' 1 951I SIDE VIEW IP PAD WIDTH -� FG5431-4G TYPICAL ANCHORAGE: (3) 1/4" DIA. CONCRETE INSERTS (PART# RM0119 & TEST REPORT # 12-0967 BY TEC SERVICES) W/ 1/4" DIA. BOLT ASTM A307, 3" MIN. EDGE DISTANCE, 1-1/4" EMBED. INTO CONCRETE (MIN. BEARING STRENGTH = 6 KSI) I GENERATOR UNIT BY W SEPARATE SUBMITTAL (SEE CONCRETE PAD SCHEDULE FOR MINIMUM i WEIGHT REQUIRED) V) In w a Y H FRONT VIEW - PAD LENGTH 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017). 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 3. MAXIMUM DIMENSIONS AND WEIGHT OF GENERATORS UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. 4. THE AREA UNDER CONCRETE SLAB ON GROUND SHALL HAVE ALL VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS. THESE CONCRETE PADS HAVE BEEN DESIGNED FOR A MINIMUM BEARING CAPACITY OF 2,000 PSF AND MINIMUM SUBGRADE MODULUS = 100 PCI. SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED, THE ENGINEER OF RECORD SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH THE WORK. 5. RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT PART OF THIS DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES. 6. 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. 7. 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 INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 15. S. HOLLOW PADS FOR USE WHERE APPLICABLE BY CODE. 9. 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 FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. 10. 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. 11. 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 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 INVALIDATE OUR CERTIFICATION. 12. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. CONCRETE PAD SCHEDULE UNIT DIMENSIONS (IN) MINIMUM I i PAD DIMENSIONS (IN) WIND LOADS _ GENERATOR ITEM UNIT I WIDTH; LENGTH HEIGHT; UNIT WEIGHT (LBS) (CONCRETE.- PAD MODEL # WIDTH LENGTH THICKNESS - PAD WEIGHT (LBS) - ALLOWABLE ALLOWABLE PRESSURE RESULTANT (PSF) (LBS) 25.00 48.00 29.00 �1 360 30.56 53.S6 4.00 240 30.72 . 93 2 10KW 8 25.00 00 29.00 4077 30.56 53.56 1 4.00 240 333.13 320.25 f 3Z0 i 3 14KW 25.00 1 48.00 29.00 435 1 30.56 53.56 4.00 240 1 34.57 334.21 4 1 16KW 25.00 48.00 29.00 409 0 30.56 53.56 4.00 240 33.10 319.97 5 16KW 25.00 48.00 1 29.00 513 ,1 30.56 53.56 1 4.00 240 38.53 372.44 LIl M 6 17KW 25.00 48.00 29.00 471 I M 30.56 53.56 4.00 240 36.40 351.88 7 17KW 25.00 48.00 29.00 L 4310 30.56 I 53.56 4.00 240 34.37 332.20 L(L 8 20KW 25.00 48.00 29.00 451 1 30.56 53.56 4.00 240 1 35.39 342.12 9 1 20KW 25.00 48.00 29.00 448 I 30.56 53.56 4.001 240 35.26 340.85 r22KW L 10 -J 25.00 48.00 1 29,00 1 4 66 71., 30.16 1 53.56 1 4.00 240 36.35 351.38 NOTES: 1- CONCRETE PADS WEIGHT PROVIDED BY MANUFACTURER, VERIFIED BY OTHERS. 2- MINIMUM COMPRESSIVE STRENGTH, Pc=4,000 PSI AT 28 DAYS. 3- ALL OTHER UNITS NOT SHOWN SHALL BE DESIGNED ON A CASE BY CASE BASIS. LARGER CONCRETE PADS MAY BE DESIGNED PER DIFFERENT LOAD COMBINATIONS. L. BENNARDO, P.E. 46549 CA# 9885 07 "1 2019 ERTIEtt1:6 ENGIXEEN IS . "E LISIF[f Ni :Y.E SFH ;NATURE ON SHEET 1, THIS `ET IS PART OF A DIGITALLY ;NED FILE, SHALL REMAIN IN ;TTAL FORMAT, & PRINTED PIES OF THIS DOCUMENT E NOT CONSIDERED SIGNEI D SEALED. IF THERE IS NO ;ITAL SIGNATURE ON SHEET 1 THIS SHEET DOES NOT 4TAIN AN ENGINEER'S GINAL SIGNATURE & SEAL, L,J N O � rH E rc WM-OVi en O N O W Ln LL m,lri WUj wWU oa L rrLWnn1r ~L > iiZW ZQlu-w3 O.r couz WN Mzw O,4 -j w O v �j Z LL i ■ In (3! Z W LU III� O n O N N LU L-1 Q j Q N M yrj W 0 Q ^O rM.l = W = OM cqO C/1 (D c) -,.zQ' z c to V < LD g O o U w j o � Q o W w 0 -I I- a Z N pu q 0 v < W U m LLi z No o o In cc Q O 'D al��'oININi N$�� Of�l_lal col a z� "w o Siln'rn JIJ F- M.W.6 UCH H!li W H Z WAX= J JIw �:�i� < < <I �'Q �Q JJ!J oKw� ICI .... IYW Wi�iO =Uw�O NlololH- I "mws= rnl�l�'�a U zz�a¢ QCCClm QM CIS N fib �!> COPYRIGHT ENGINEERING EXPRESS 14-1669A SCALE. 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