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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)
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HURRICANE CONCRETE PA D FOR GENERATORS
(GENERA C AND HONEYWELL UNITS)
(ON-GRADE APPLICATIONS ONLY)
ABOUT THIS DOCUMENT ENGINEER·CERTIFIED ORIGINALS, VARIATIONS & MORE INFORMATION CAN BE FOUND BY VISITING ENGINEERINGEXPRESS.COM/STORE OR BY SCANNING OR USING THE WEB ADDRESS FOUND HERE > THIS DOCUMENT NOT VALID WITHOUT
ORIGNAL ENGINEER CERTIFICATION
1/4" 0 ANCHOR � FG5431-4GLOCATION \ I
SCAN HERE:
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ECALC.I0/141669
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ALLOWABLE DESIGN PRESSURE: SEE TABLE 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 POSITIVE OR NEGATIVE DESIGN PRESSURE "ASD" CAPACITT VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN.
GENERAL NOTES l. 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 BEARJNG CAPACITY OF 2,000 PSF AND MINIMUM SUBGRADE MODULUS = 100 PC!. SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED, THE ENGINEER OF RECORD SHALL BE NOTIFIED PRJOR TOPROCEEDING 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, e:t. al. INDEMNIFIES & SAVES HARMLESS THJS 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. 8. 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 FABRJCATION 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 . IL THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC PROJECT SITE. o---------53.60" (PAD LENGTH)------.... 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 FABRJCATION AND INSTALLATION OF MATERlALS. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION.
PLAN VIEW
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) 12. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. CONCRETE PAD SCHEDULE UNIT DIMENSIONS (IN) MINIMUM PAD DIMENSIONS (IN) WIND LOADS
----
GENERATOR UNIT BY
SEPARATE SUBMITTAL
(SEE CONCRETE PAD
SCHEDULE FOR MINIMUM
WEIGHT REQUIRED)
----7 I I I I I
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GENERATOR UNIT CONCRETE ITEM UNIT WEIGHT PAD WIDTH LENGTH HEIGHT (LBS) MODEL# WIDTH LENGTH
l 8KW 25.00 48.00 29.00 360 30.56 53.56 2 IOKW 25.00 48.00 29.00 407 30.56 53.56 3 14KW 25.00 48.00 29.00 435 30.56 53.56 4 16KW 25.00 48.00 29.00 409 l9 l9 30.56 53.56 vv I 5 16KW 25.00 48.00 29.00 513 V.-i 30.56 53.56 LI) C") 6 17KW 25.00 48.00 29.00 471 rl <;j" C") LI) 30.56 53.56 7 17KW 25.00 48.00 29.00 431 l9 l9 u. u.30.56 53.56 8 20KW 25.00 48.00 29.00 451 30.56 53.56 9 20KW 25.00 48.00 29.00 448 30.56 53.56 10 22KW 25.00 48.00 29.00 466 30.56 53.56 NOTES: 1-CONCRETE PADS WEIGHT PROVIDED BY MANUFACTURER, VERIFIED BY OTHERS. 2-MINIMUM COMPRESSIVE STRENGTH, Fc=4,000 PSI AT 28 DAYS.
PAD WEIGHT ALLOWABLE ALLOWA BLE THICKNESS (LBS) PRESSURE RESULTANT (PSF) (LBS) 4.00 240 30.72 296.93 4.00 240 33.13 320.25 4.00 240 34.57 334.21 4.00 240 33.10 319.97 4.00 240 38.53 372.44 4.00 240 36.40 351.88 4.00 240 34.37 332.20 4.00 240 35.39 342.12 4.00 240 35.26 340.85 4.00 240 36.35 351.38
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.
FRANKL. BEN ARDO, P.E, PE# 0046549 # 9885
07/19',2019
Gordon .Q� ttisto PE ·rc�r·a2� t:iAs�s5'""VALID FOR 1 PERM T ONLY UN NOTICE: IF THIS SHEET DOES
NOT CONTAIN AN ORIGINAL
SIGNATURE & ENGINEER SEAL: IF THERE IS A DIGITAL 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 SIGNED
AND SEALED. IF THERE IS NO DIGITAL SIGNATURE ON SHEET 1 OR THIS SHEET DOES NOT CONTAIN AN ENGINEER'S ORIGINAL SIGNATURE & SEAL, THIS SHEET IS A COPY/DRAFT.
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COPYRIGHT ENGINEERJNG EXPRESS®
14-1669A
SCALE: NTS UNLESS NOTED J£ill I I I 1111 ll ]--� Ill II-:i:95 01 SIDE VIEW I-IPAD WIDTH
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