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HomeMy WebLinkAboutGenPad pg 2.pdf 2018;ETE PAD FOR GENERATORS D HONEYWELL UNITS) APPLICATIONS ONLY) ALLOWABLE DESIGN FRANK L.6BENNA549 O, P,E, �E» 004 PRESSURE: SEE TABLE REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED ©�)ITISfO, '� O J FOR USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER 1 SEPARATE CERTIFICATION ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE lr CHECP.E. nvPE RSBL.J!l WITH THE APPLICABLE BUILDING CODE SHALL BE LESS GO P.E THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PE# 82 PRESSURE "ASD" CAPACITY VAL E LI TED H VALID FY -PFRM T L - GENERAL NOTES U 5 S EREINFOR ANY ASSEMBLY AS SHOWN. G NrT 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 SOIL COEFFICIENT OF �i FRICTI.ON := 0.25 AND MINIMUM BEARING CAPACITY OF 2,000 PSF AND MINIMUM SUBGRADE MOTH MODUI_U51= 100 PCI. SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED, THE \ ENGINEER OF RECORD SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH THE WORK. \ 5. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. ALL \ MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER y RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. Y J 6. 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 WHIICH IS CALLED FOR 2A BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 15.', ISOMETRIC VIEW 7. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL RESPONSIBILITY'OFrTH( 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 RESPONSI6ILITY OF THE INSTALLING CONTRACTOR. 8. THE ROLE OF THIS ENGINEER FOR THIS PR03ECT 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. 9. 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 PRIORTO 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. 10. , EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED, CONCRETE PAD SCHEDULE PAD DIMENSIONS (IN) WIND LOADS UNIT DIMENSIONS (IN) MINIMUGIi UNIT" T ! WEIGHT CONCRETE PAD MODEL # -_ _-.---._.._._. PAD WEIGHT ALLOWABLE ALLOWABLE WIDTH LENGTH HEIGHT (LBS.).:, WIDTH LENGTH THICKNESS (LBS) PRESSURE RESULTANT L _ 240 240 (PSF) 30.72 33.13 (LBS) 296.93 320.25 25.00 48 00, 29..00 360 FG3154-4G 30.56 53.56 4.00 25.00 48.00 29.00 407 FG3154-4G 30.56 53.56 4.00 25.00 48.00 29.00 435 FG3154-4G 30.56 53.56 4.00 240 34.57 334.21 25.00 48.00 29.00 448 FG3154-4G 30.56 53.56 4.00 4.00 4,00 240 240 240 35.26 340.85 25.00 48.00 29.00 513 FG3154-4G 30.56 53.56 38.53 36:40 31.72.44 25.00 48.00 29.00 471 FG3154-4G li 30.56 1 53.56 351.88 4.00 240 25.00 48.00 29.00 431 FG3154-4G 30.56 53.56 34.37 332.20 25.00 48.00 29.00 451 FG3154-4G 30.56 53.56 4.00 240 35.39:' 1, 38,70 342.12 324.09 25.00 48.00 29.00 536 FG3154-4G 30.56 53.56 4.00 240- 25.00 48.00 29.00 526 FG3154-4G 30.56 53.56 4.00 240 - 3920 378.93 F PROVIDED BY MANUFACTURER, VERIFIED BY OTHERS. ry IS SHALL BE CONSTRUCTED WITH SOLID PRECAST CONCRETE, MINIMUM COMPRESSIVE STRENGTH, Pc=.4,000 PSI AT'28DAYS. HOWN SHALL BE DESIGNED ON A CASE BY CASE BASIS. LARGER CONCRETE PADS MAY BE DESIGNED PER DIFFERENT LOAD COMBINATIONS. )VIDE 5/8" DIA. (0.675" O.D.) GALV. TUBE ASTM A53B SCH 40 MIN. OR 1/2" DIA. SOLID COPPER BAR SPIKE, 4' MIN. EMBED. (ALSO SEE MIN. LECTRICAL CODE, BY OTHERS) INTO GROUND THROUGH CONCRETE PAD FOR SLIDING RESISTANCE PURPOSE, 12 DIAMETERS EDGE DISTANCE (NOT SHOWN) . SIGNATI'JRE 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 SIGNED AND SEALED. IF THERE IS NO DIGITAL SIGNATURE ON SHEET I OR THIS SHEET DOES NOT CONTAIN AN ENGINEER'S ORIGINAL SIGNATURE & 5FAL, ON Z �� fl^ 0 LJ. W M Uu Z In uii 0 �rhh WV1 w � v �III�` Xw# zW ° =�Wre �zaH w�aLLaW4 U' � QW�wL70 0 mig��C" �NDmwWu WW uJ U W �0? �LL-`Wz (n Lam 2 D.I J ow W 0 IJ G o � QF r` W d Lu cq af Q CD 00 LEI E 0 c ¢ ^ U¢ 0 o, a Q in LL m LL T = LL J p O V 0 o V a L� Lu J °a C0 W z w ED V CICE.) to zLD LLI 0 0 p r�LL m mm za�u�i 2 ui V7 N mJ Ios-§3o oa Z woa S2 J J J 6?� C) oEmcaw ao zf� w 0-- o�z�w aa��o z o VI ._- Y w a LL u s yo a 4 g�Fe= Lu w a COPYRIGHT ENGINEERING EXPRESS® 14-1669A SCALE: NTS UNLESS NOTED IOF