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Home My WebLink AboutCertified Generator slab specsm WIND LOAD 1 UNIT `Eo Glvi �CON� = CAN BE FOUND BY VISITING GL m .(� 2 F- THE WEB ADDRESS FOUND HERE > THIS DOCUMENT NOT VALID WITHOUT ■ ❑' U ; LEI OR, GO TO z d�O m J Z MAXIMUM DIMENSIONS AND WEIGHT OF GENERATORS UNIT SHALL CONFORM TO SPECIFICATIONS STATED La U) m LU PAD r a V- THICKNESS s I u b 950i ENG o PAD WIDTH - ppo N ISOMETRIC VIEW Q PROCEEDING WITH THE WORK. Q al rn 5 RESISTANCE TO SLIDING OF THE PAD ON CHARACTERISTICS AND PAD PLACEMENT VARIESROUND IS NOT PART OF THIS DOCUMENT AS SOIL ANCHOR LOCATION FG3154-4G 0 _ w UJ W U m z EL 6. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS W _ o --� u }- 9.859" M m 0 N 1.063"4{I- o CO ma- BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES n a --.--- ----� O N 10 .-. w W RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, a m a O � N � O 17.625"--� C) W O WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED TD LU N HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE 3 ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE 53.60" (PAD LENGTH) n INSTALLING CONTRACTOR. PLAN VIEW p FG3154-4G TYPICAL ANCHORAGE: O O (4) 3/8" DIA. AMIFAST CONCRETE INSERTS (PART# 165003 & ENGINEER OF RECORD. CONSEQUENTLY, THE ARCHITECT/ENGINEER OF RECORD SHALL BE TEST REPORT 95329 BY ELEMENT MATERIALS TECHNOLOGY) a c RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED W/ 3/8" DIA. BOLT ASTM A307, 3" MIN. EDGE DISTANCE, 1-3/8" EMBED. INTO CONCRETE (BASE PAN MIN. THICKNESS in Z = 0.69" AND MIN. BEARING STRENGTH = 6 KSI) rn m Q Q O m `m _ c m O L CONTAINED HEREIN IS BASED ON CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE 1 m WIND LOAD 1 1 Q RESULTANTLU = CAN BE FOUND BY VISITING DIGITAL SIGNATURE ON SHEET m .(� 2 F- THE WEB ADDRESS FOUND HERE > THIS DOCUMENT NOT VALID WITHOUT ■ ❑' U ; LEI OR, GO TO I ( m J Z MAXIMUM DIMENSIONS AND WEIGHT OF GENERATORS UNIT SHALL CONFORM TO SPECIFICATIONS STATED U) LU W Inm O f a V- - I u b 950i - SIDE VIEW -- 0 PAD WIDTH - HURRICANE CONCRETE PAD FOR GENERATORS (GENERAC AND HONEYWELL UNITS) (ON -GRADE APPLICATIONS ONLY) ABOUT THIS DOCUMENT ENGINEER -CERTIFIED ORIGINALS, VARIATIONS & MORE INFORMATION �■ CAN BE FOUND BY VISITING DIGITAL SIGNATURE ON SHEET ENGINEERINGEXPRESS.COM STORE OR BY SCANNING OR USING 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION THE WEB ADDRESS FOUND HERE > THIS DOCUMENT NOT VALID WITHOUT ■ ❑' ORIGNAL ENGINEER CERTIFICATION ; THIS SHEET IS A COPY DRAFT. OR, GO TO 1/4" Q) ANCHOR LOCATION FG5431-4G I 1.05"� , o LOLO p N t-17.98" I � I -7.74"-t 53.60" (PAD LENGTH) PLAN VIEW FG_5431-46 TYPICAL ANCHORAGE: (3) 1/4" DIA. CONCRETE INSER_TS_(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) GENERATOR UNIT BY SEPARATE SUBMITTAL (SEE CONCRETE PAD SCHEDULE FOR MINIMUM f� WEIGHT REQUIRED) I FRONT VIEW PAD LENGTH - ALLOWABLE DESIGN PRESSURE: SEE TABLE Gordon DiBattisto PE FL PE 82328 CA 9885 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" CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN, L. BENNARDO, P.E. 46549-CA,Y 9885 I 07/,1-1 11 -- ERTMNGENGIN.. IF THERE IS A DIGITAL- SIGNATURE IGITALSIGNATURE 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 SIGNE: RALI.I V/1416h , AND SEALED. IF THERE IS NO _GENERAL NOTES DIGITAL SIGNATURE ON SHEET OR THIS SHEET DOES NOT 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION CONTAIN AN ENGINEEFUS ORIGINAL SIGNATURE & SEAL, (2017). 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SHEET IS A COPY DRAFT. THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING LODE. 3. I ( to fV 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, W Inm O f AND FOREIGN MATERIALS REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS. THESE CONCRETE PADS HAVE BEEN DESIGNED FOR A MINIMUM fnv O BEARING CAPACITY OF 2,000 PSF AND MINIMUM SUBGRADE MODULUS = 100 PCI. SHOULD OTHER CONDITIONS OR - Wry Q U U MATERIALS BE ENCOUNTERED, THE ENGINEER OF RECORD SHALL BE NOTIFIED PRIOR TO + mN u PROCEEDING WITH THE WORK. 5 RESISTANCE TO SLIDING OF THE PAD ON CHARACTERISTICS AND PAD PLACEMENT VARIESROUND IS NOT PART OF THIS DOCUMENT AS SOIL 0 _ w UJ W U m z EL 6. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS X Q < Lu �'' W Q E (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. K W o w (7 O Z m 7. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION CL Q M Z W BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES O N 10 .-. w W RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, U W � @ Z a.` U i7 & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 15. 8. HOLLOW PADS FOR USE WHERE APPLICABLE BY CODE. LL ea W 9. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED C) W O WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED TD LU N 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 n INSTALLING CONTRACTOR. p 10. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY ENGINEER AND NOT THE O O .--i UT O ENGINEER OF RECORD. CONSEQUENTLY, THE ARCHITECT/ENGINEER OF RECORD SHALL BE R'-4 W RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED H Z BY THE PERMITTING CONTRACTOR. 11. THIS DOCUMENT IS GENERIC AND Q Q O DOES NOT PERTAIN TO ANY SPECIFIC PROIECi SITE. INFORMATION In ~ W CONTAINED HEREIN IS BASED ON CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE O } N W C1 M W Z w OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND M Ln (D OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED O `z < 11, Z � UI BY OTHERS PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIEDQ AND GIVEN AN OPPORTUNITY U a rl LU w0 TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION d = -7- M d V) O IN MATERIALS. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE LL C) !Y H OUR CERTIFICATION. 12. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR. AFFIRMATIONS ARE LUL. J F'- K � a z Q lIJ INTENDED. -- - I., a 0 p � W J -_ PAD SCHEDULE (n U `- _ w z Q _CONCRETE ( ) UNIT DIMENSIONS(IN) MINIMUM PAD ) DIMENSIONS IN ( Ln O _ ITEM GENERATOR UNIT WIND LOADS 'CONCRETE - __ - PAD '- I..,y ko U a UNIT WEIGHT PAD WEIGHTS ALLOWABLE ALLOWABLE Q O u_ ! WIDTH LENGTH HEIGHT LBS (LBS) MODEL It WIDTH LENGTH i L THICKNESS (LBS) I ) PRESSURE RESULTANT a (P (LBS) LU 1 SKW 48.00 29.00 360 30.56 53.56 4.00 o aww � 2 1OKW 25.0048.00 I 29.00 407 30.56 53.56 -0 30. 242296.93 -S -F-) T 4.00 240 o 33.13_ _ 3 14KW25.00 48.00 1 29.00 435 320.25 mmolmm�milmJaao f Il,mJmryIl,mmao2 �IIl U�zz0a Wpr¢o25.00 w� � o z- _ 30.56 53.56 4.00 240 1 34.57 4 16KW '- - 25.00 48.00 334.21 - Z w=�2LL 29.00 409 30.56 53.56 4.00 240 33.10 319.97 I I¢�¢Io o z z o w _ 5 16KW 25.00 48.00 29.00 513 1 I "- N M 30.56 53.56 4.00 240 1 38.53 372.44 a.a_¢)J J J❑ U W j 6 17KW29.00a zs.00 as.aa 1 471 T--1 Cr 30.56 I 53.56 1 4.00 240 36.40 M Ln 351.88 0 _ -- �- --. 7 17KW 25.00 48.00 29 00 I 431 ! 53.56 (D 30.56 n ri�lw lw ypp¢� - LCL _ 1 8 20KW 25.00 48.00 29.00 451 4.00 240 34.37 332.20 y� - ¢ I H! - o I w - - 30.56 53.56 4.00 240 35..39 342.12 ��,❑ =zwok ! 9 20KW 25.00 48.00 29.00 448 1 30.56 53.56 q.00 240 _ _ 35.2fi ! 10 22KW 3a0.a5 Q,o KIa I W�IN�=13 LLILL v.� �4 I„ LLw 25.00 48.00 129.00 466 30.56 53.56 4.00 24D _ 36.35 351.38 _ NOTES ; -- - . - _ COPYRIGHT ENGINEERING EXPRESS 1- CONCRETE PADS WEIGHT PROVIDED BY MANUFACTURER, VERIFIED BY OTHERS. 2- 14-1669A MINIMUM COMPRESSIVE STRENGTH, fc=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. SCALE: NTS UNLESS NOTED of