HomeMy WebLinkAboutGENERATOR PAD DETAIL7GEN ERATOI .R_U NIT.BY
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(SEE CONCRETE PAD I
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1 PAD LENGTH.
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LOCATION
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1.063"
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53:56'_ (PAD.LENGTH)
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GGANNH--U--RRIC-AN-ECONCRETE PAD FGR GENERATORS ALLUVVAt5Lt Ut51bIV PE#0046549
PRESSURE: SEE TABLE
l�J J (G E N E RAC Al D H O N EYW E LL UNITS ) REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED o1Ol
y,CBa fFOR USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER 16SEPARATE CERTIFICATION ON A JOB -SPECIFIC BASIS IN ��rlL � '� (ON GRADE;.APPLICATIONS ONLY) AECORDANCEWITHTFIEGOVERNINGCODE.SITE-SPECIFIC, tiauxvaAPPIMtwa'',,r��,
p / LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE EF •REY'ERIAIOTI P.E.
WITH THE APPLICABLE BUILDING CODE SHALL BE LESS,' PE60974,9,
.� i i' ._;- �'�•���`"y: THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN rVALIUFC 1PEa4liT ITONt.JU.N.O ��
PRESSURE'ASD' CAPACITY VALUES LISTED HEREIN FOR .I/i1LiJ G_YV1fiNC LIIWLENGWEENSW. ,
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)
WIND10AD
RESULTANT
o Z y
t
E
i
'v I 95°I SIDE VIEW, PAD
$ } PAD WIDTH THICKNESS
ANY ASSEMBLY AS SHOWN.
•- 1 THIS SYSTEM HAS BEEN DESIGNED _AND . SHALL BE FABRICATED-IN�CCOADAN_CE-_W17H:-THC -
0 I �'�•�I EQUIREMEN3SOECHZ<FLOAIDA-BUI[:I G=CODF6THEDITIONZ20�)FBC.
-� 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH ,THIS SYSTEM SHALL BE
� ��•�-�Il REYERMINE ,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
C%'-"STATED HEREIN.
q��--•••••• 7hpa,-�, p 4 `¢'THE AREA UNDER CONCRETE SLAB ON GROUND SHALL HAVE ALL VEGETATION, STUMPS, ROOTS,
N G I ^ 'A I---• ��••�N rF sRT,ESE CONCRETE PADS HAVE BEEN DESIGNED OR A MINIMUM SOIR:Aj! RIALS REMOVED PRIOR TO INSTALLATION ON DL COEFFICIENT OSOIL' AS F.
BY
D tiEFX� OFRLDU US =100 CI. SHOU.25 AND LID OTHER CONDITIONS OUM 13EARING CAPACITY R MATERIALS BE ENCOUNTERED, T2,000 P§F AND' MINIMUM HE
joT,y 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
RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR.
6. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS..SNOWN ONLY, USE OF -THIS -
SPECIFICATION SPECIFICATION BY CONTRACTOR; et. at. INDEMNIFIES & SAVES HARMLESS7HIS-ENGINEER FORALL
f COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE -LEE RESULTING FROM'MATERIAL1
�NGI" FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES•BEYOND THAT WHICH IS CALLED FOR
BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONSOE THIS'-PLANs15.-\ f(
ISOMETRIC VIEW, 7. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE -FULL RESPONSiBiL17Y'OFeTHE' 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 BI FULL-RESPPON$IBILrrY OOHE
INSTALLING CONTRACTOR.,
8. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY ENGINEER AND NOT THE
ENGINEEROF RECORD. CONSEQUENTLY, THE ARCHITECT/ENGINEER OF;RECORD SHALL BE
RESPONSIBLE FOR THE INTEGRITY OF. ALL SUPPORTING SURFACES40 THI�S'DESIGN'WHIC_ H SHALL
BE COORDINATED BY THE PERMITTING CONTRACTOR l Ni'14.= U I 'q l-,.,.� 41 i B '-3 k
9. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY'SPEGIFLC PROIE!IL
T SITES tt1
INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTORaSUPPUED DATA AND°
MEASUREMENTS. -ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY
FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS, ARE SHOWN TO'
ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT MUST
REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN..WORK SHALL BE FIELD VERIFIED BY OTHERS
PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED;AND GIVEN AN I
OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION'
-" - ���:'�•PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION
�OF M I ATE OUR CERTIFICA
ONS O ;ADDITIONS.TO THIS DOCUMENT ARE NOT,PERMITTED AND,
I.~=�`-i10E%CEFT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE
CONCRETE PAD SCHEDULE
)
UNIT DIMENSIONS'(IN`�-
PAD DIMENSIONS
UNIT
.MINIMUM
iIIUNIT?
IN
()
PAD
I WIND LOADS
`
!
'
ALLOWABLE'
ALLOWABLE
ITEM
GENERATOR
{
WEIGHT
CONCRETE
PAD MODEL #
WEIGHT
T
WIDTH q
-LENGTH/'HEIGHT
(49S)
a
�
WIDTH
LENGTH
THICKNESS
(LBS).
PRESSURE
RESULTANT
d k ?9 L=
(PST)
(LBS)
I.
8KW
25.00
48l0029;OO�t
36Q
?FG3.154-4G
30.56
53.56
4.00,
240
30.72
296.93
2
IOKW
25.00
48.00
29.00
407
" 'FG3154-4G,
j 30.56
53.56
4.00:
240
33.13:
320.25
3
14KW
25.00
48.001
29.00,
435
FG3154-4G
30.56
53.56
4.00,
240,
34.57
334.21
4
-161(W L.
25.00
j48.00
29.00,
448
FG3154-4G
30.56
53.56
4:00
240---35
26'
340.85
`'• 5
16KW. I
25:0$/
48.00
29.00
513-
FG3154-4G
30.56
53.56
4:00
T240� -•--
`38 53
jr372.44
i 6
17KW
,
25.00
48.00 T
29.00
471,
FG3154-4G
30.56
53.56
4.00
' i-2404
,[
/'351.88
7
17KW
25.00
48.00
29.00
431
FG3154-4G
30.56
53.56
4.00 (.
240t
34W
-332.20
8
20KW' ;
25MO'
48.00
29.00
j 451
FG3154-4G
30.56
53.56
4.00 `-
• 240 /
3559/r,l-
+�'342.12
9
20KW
25.00.
48:00
29.00-
516
FG3154-4G
30.56
53.56'
4.00~
r 240
_ 38.70
'374.09 I
10
22KW
25.00
48.00
29.00
526
FG3154746
30.56
53,56
4.00
240
39.20
378.93
I� 3 �'L�'h 1 'Vl �.v�._ 3� � u N07ES> - - -- - C.....tl �"`U �.� i i ��,:il� i.M�E ➢ 5 D `L� a...�
+d,� • 1,: CONCRETE PADS, WEIGHT PROVIDED BY MANUFACTURER, VERIFIED BY OTHERS. G,„.., ,�, � b.•,-,I 1:.,.., r--r-.
,2= FULL THICKNESS OF,PADS SHALL BE CONSTRUCTED WITH SOLID PRECAST CONCRETE, MINIMUM COMPRESSIVE STRENGTH _Pc= 4,000•PSI-AT 28•DAYSy R
3- ALL OTHER UNITS NDT SHOWN SHALL BE DESIGNED ON -A CASE BY CASE BASIS. LARGER CONCRETE PADS MAY BE DESIGNED"PEReDIFFERENTLOAD COMBINATIONS.
4- CONTRACTOR SHAD: PROVIDE 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.
EMBED. AS PER CURRENT ELECTRICAL CODE, BY OTHERS) INTO GROUND THROUGH CONCRETE PAD FOR SLIDING RESISTANCE PURPOSE,, 12 DIAMETERS EDGE DISTANCE
FROM ANY CONCRETE FACE (NOT SHOWN)'.
1 PRE -FABRICATED 'GENERATOR PAD DETAIL
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