HomeMy WebLinkAboutEngineering FRANK L.BENNARDO,P.E.
AMERICAST GENERATOR CONCRETE PAD PEa 0046549
(O -GRADE APPLICATIONS ONLY)
\ ri WIND DESIGN REQUIREMENTS-
\\ (BASED ON ASCE 7-10&FLORIDA BUILDING CODE FIFTH EDTRON(2014)) Eomcet�ns•
AT-GRADE SIGN METHOD FRANK L.BENNAROO,P.E.
\\ GENERATOR ULTIMATE DESIGN WIND SPEED Vult m 186 mph 6549
AMERICAST NOMINAL DESIGN WIND SPEED Vasd=144 mph /000t&yWI1X 4RIGWN FONGMRSEAIJ
\ - RISK CATEGORY III INTERNAL PRESSURE COEF a N/A
( v...dwbtom _ EXPOSURE CATEGORY-D WIND DIRECTIONALITY FACTOR Kd-0.85 UT 10 N
l0 •n4ADa1M.461®Iml' - ENCLOSURE CATEGORY=N/A HEIGHT M-AT GROUND 7 a
= Y ,. I I ..Ip F1a IAY�m4ififn DLIDDBUM.iSfMn
"\ ^Jq nm ru..nA.w ngn..an wn GUST EFFECT FACTOR-0.85 PRESSURE AT HEIGHT H qh-77.56 Ib/ft2 Z p
® UJA
i.L man-]PDTu 1n�f4CW FORCE COEFFICIENT Cf.1.44 m O
\\\ I- wro� FrB WIND PRESSURE: W� �LLN
�v \� HVHZ OR NON,HVHZ ` P-qh G C(-S6.BO Ib/ft2(AO w 1-'•' LL V) IQ
\ RISK EXPOSURE E%P RISK EXPOSURE EXP RISK EXPOSURE EXP - W OUjU Za
Pao .•' COUNTY m;Iv GENERAL NOTES ZQ k>aLLw<
I C D II C D lY' C !-D 44X g
THICKNESS \��i - " p,BEACH I50 MPH 30.44 Psf 3fi.94 Psf 170 MPH 39.09 Pt(47.44 Ps( 1g0 MPH 43 83.Psf 53.19 Psf. 1. �N ACCIGNED AND SHALL B
ORDANCE WITH THEHIS YSTEM HAS BEEN SREQUIREMENTS OF THE 014��0 Z W OL m a
PPp BROWARD 356 MPH 32.92 Psf 39.95 Ps( 170 MPH 39.09 Psf 47.44 PsT 380 MPH 43.83 Psf 53.19 Psf. W IW.7 o N O 6 w d
MIAMIwDADE 165 MPH 36.83 Ps( 44.69 Psf 175 MPH 41.43 Ps(S0.28 Psf 186 MPH 46.80 Psf 56.80 Ps( REQFLOUIRED
BUILDING CODE(Sth PRISON).
2. REQUIRED WINO LOAD DESIGN PRESSURES CALCULATED FOR u"-I W�G'Z
USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER 3� L•-�O
ISOMETRIC VIEW SEPARATE CERTIFICATION ON A JOB-SPECIFIC BASIS IN N
ACCORDANCE WITH THE GOVERNING CODE.SITE-SPECIFIC 0 W w
W 10
PAD DIMENSIONS: GENERATOR TABLE: ire APPPPLLIICABLE BUILDING 1LD Na CODE SHALL BE LESS THANINED IN R�
cDNCRE2 PAD ALLOWABLE EQUAL TO THE DgSIGN PRESSURE'ASD'CAPACITY VALUES
ONCUToa _ BRAND CAPACITY WIDTH__,1EENGTH HEIGHT WEIGfIT.?'PRESSURE COMMENTS LISTER HEREIN FOR ANY ASSEMBLY-AS SHOWN
3. DIMENSIONS AND,WEIGHT OF UNITS SMALL CONFORM TO.
Generac 005871&005883 10 KW 2506 ,.4800 29:00 387113s,: 54.00 Psf EXP C 186 MPH&D 180 MPH ANCHOR TO PAD SCHEDULE: SPECIFICATIONS STATED HEREIN
4. UNITS MUST BE CENTERED ON PAD WITH_OPPOSITE SIDES ti
Generac005872&005884 14KW 25 00 48 00 2900 4391h5 56.80 Psf HAVING EQUAL CLEARANCE A MINIMUM DISTANCE FROM UNIT Q m e
Generac 6459,6462,6462 16 KW 25.00 .48 00 29.00 5131hs.�..56.80 Psf SUBSTRATE DESCRIPTION TO PAD EDGE IS SPECIFIED O
GENERATOR UNIT BY S. THE AREA UNDER CONCEREM SLAB ON GROUND SHALL HAVE Q .�+
SEPARATE SUBMITTAL I, Generac 006721 16 KW 25.00" �48.00".' 29.00" 4481hs S6.BO Psf ALL VEGETATION,STUMPS,ROOTS,- FOREIGN MATERIALS U ,n ry O 2
p CONCRETE: (2)-3/8'B TITER HD W n om<O
3 (SEE SCHEDULE FOR Generac 005873&005885 17 KW 25.00" 48.00" �24.00." 4551bs 56.80 Psf OR EQUIVALENT, REMOVED PRIOR TO INSTALLATION ON COMPARED SOIL AS as a C
MINIMUM WEIGHT (6000 PSI VERIFIED BY OTHERS. F
Generac 005874&005886 17 KW 25 00 .48 00 29.00 421 Ibs. - 56:80 Psl UP TO EXPOSURE D 186 MPH 2-3/4'FULL EMBED 6. RESISTANCE TO SLIDING OF THE PAO,ONI7HE GROUND IS;NOT U a K to w
REQUIRED) O CONCRETE,3°MIN W
Generac OOS875&OOSS87 20 KW 25.00" 4800 29.00 4511hs' 'S6.86 P5( PART OF THIS DONMENTASSOIL CMA[IACTERISTIGS AND PAD M O n 2
EDGE DISTANCE,fi° - C o LL
MIN.SPACING TO ANY PLACEMENT VARIES: -r '
II Generac 006729&006730 20KW 25.00','' 48.00"--29.00;'' 'Sl6lbs' 56.80 P51 ADJACENT ANCHOR. 7. ELECTRICAL GROUND;WHEN REQUIRED(TOBE DESIGNED& Q 'n t1
- - - - T>J Generac 006551&006552 22 KW 25.00" 48.00 29.G0" 526Ibs 56.80 Ps( INSTALLED BY OTHERS.ALL MECHANICAL SPECIFICATIONS
a Kohler 24RE5&20RES 14-2O KW 26.00" 48.00" 29.00 500Ibs Sfi.80 Psf (CLEAR SPACE,TONNAGE,ETC.)SMALL BE AS PER m N O
i " 39.40" -39.00" 540Ibs 49.50 Psf EXP C 186 MPH&D 170 MPH NOTES: MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS r^.i U
GE 40323GE&40324GE 13 KW 35.00
U7 -� 1. ANCHOR QUANTITY PER LONG SIDE RESPONSIBILITY OF THE CONTRACTOR.
54"LENGTH V,
g GE 0403B215KW IS KW 33.00" 48.00" 30.50" 48416s Sfi.80 Psf 2.,`EMBEDMENT ADFS,I DISTANCE E. ENGINEER S SHOWN
ONLY.
USE
THIS
SEC STRUCTURAL W Z
PLAN VIEW ,GE 04037817KW 17 KW 33.00 48.00" 30.50 484lbs 56.80 Psf EXCLICABLEINISHES,IF CONTRDESIGACTOR,
CT SHOWN.INDEMNIFIES
USEOF&SAVE HARMLESSTCIFICATION I
UP TO E%POSURED18fi MPH -APPLICABLE -'. .. CONTRACTOR,e[.aI.INDEMNIFIES&SAVES HARMLESS THIS �9
GE40330GE&40331GE 20KW 33.00" 48.00" 30.50" 6001bs 56.80 Psf 3. ENSURE MIHIMUM.EDGE DISTANCE ENGINEER FOR ALL COST&DAMAGES INCLUDING LEGAL FEES Q 5 Ki m
Lt ) AS NOTED IN:ANCHOR SCHEDULE. B GG
r Briggs&Stratton 040243-0 10 KW 31.00" 32.00" 34.00 4301bs 56.80 Ps( 4�ENSURE MINIMUM SPACING TO fl APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, Oil
L9 fCONCRETE PAD- SYSTEM ERECTION,CONSTRUCTION PRACTICES BEYOND THAT IBriggs&Stratton 040302-2 12 KW 33.75" 50 00" 31.60" 5071bs 54.00 Psf E%P C 186 MPH&D 180 MPH 'ANYAOlACE14T,aryCHORS. WHICH IS CALLED FOR BY LOCAL,STATE,&FEDERAL CODES&,!FOLLOW MANUFACTURER'S IROAD MESH f. ;.,Briggs&Stratton 040303-1 15 KW 33.75" 49.00" 31.60" 5621bs 56.80 Psf FROM DEVIATIONS OF THIS PLAN.MASTERFIBER '3"MIN INSTAWTION INSTRUCfIONSTO I
MAC 4".MIN':-Briggs&'Strat[an 040304-1 18KW 33.75 49.00 31.60" 5681bs 56.80 Psf UP TO EXPOSURE D186 MPH -tNSTALLANCHORS +: 9• WATER-TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL !
GROUND _ - Briggs&Stratton 040305-1 RESPONSIBILITY OF THE INSTALLING CONTRACTOR.
_ 20KW 33.75" 4900 31.60" 5701bs 56.80Ps( CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED Bg
Generac 7035,7036,7037 16 KW 25.00" 48.00" 29.00 4061bs 47.44 Psf WATERPROOFING MEMBRANE IS RESTORED AFTER
4 Generac 007038&007039 20 KW 25.00" 48.00 29.00" 4481bs 47.44 Psf EXP C I86 MPM&D 17O MPH FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED
Generac 007042&7043 22 KW 25.00" 48.00 29.00 4fi61bs 47A4 Psf '.GENERATOR, HEREIN.THIS ENGINEER SMALL NOT BE RESPONSIBLE FOR ANY n r yy
ATTACHMENT BASE, WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS L°.-l. yp
VARIES WITH'MOOEL
_ WATER-TIGHTNESS SMALL BE THE FULL RESPONSIBILITY OF a g F
8 ' 1 SEE GENERATOR SPECS '- THE INSTALLING CONTRACTOR. [e
2 'GENERATOR MOUNTING CONFIGURATION: 10. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF
Se GENERATOR SPECIALTY ENGINEER AND NOT THE ENGINEER OF RECORD. f5
3'e'ANCHOR TITER HD, CONSEQUENTLY,THE ARCHITECT/ENGINEERNF RECORD SHALL
GENERATOR ATTACHMENT BASE SEE ANCHOR SCHEDULE + } i3
' ' 'GALV.STEEL
/ BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTI
OR SIMPSON A24 ANGLE BRACE 2X3><3( NG ig
W/(4)a10 SS 316 SELF-DRILLING WASHER I SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED D
'B. SCREWS-• RUBBER VIBRATION PAD -- BY THE PERMITTING CONTRACTOR.'. fsCgjl G�
noo
11. THIS DOCUMENT 15 GENERIC AND DOES NOT PERTAIN TO ANY
q TO GENERATOR' I
6 (SEE GENERATOR SPECS) 1 SPECIFIC PROJECT SITE:INFORMATION CONTAINED:MEREIN IS ' C
I BASED ON CONTRACTOR-SUPPLIED DATA'AND MEASUREMENTS, q W
THICK GALVANIZED '7 ENGINEERING EXPRESS SMALL NOT BE HELD RESPONSIBLE OR aka $ 6
WASHER&R000ER L CONCRETE PAD ^'t T OR ME
(SEELIABLE IN ANY WAY ARE SHOWNTO ILLUSTRATE jY
H GENERATOR VIBRATION PAD 1 E8811
(SEE OR.ERRONEOUS OR INACCURATE DATA
CONCRETE PAD
TWEI PSI •. DESIGN FORCES AND OTHER DESIGN CRITERIA THEY MAY
SCHEDULE FOR LIGHTWEIGHT `a VARY SLIGHTLY,BUT MUST REMAIN WITHIN THE LIMITATIONS s
DIMENSIONS&WEIGHT
REQUIRED) I X CONCRETE MIX ;/ / /�"'!%/� SPECIFIED HEREIN.WORK SHALL BE FlEID.VERIFIED BY
mMPlonr eneuewne DaRP_4
CONCRETE PAD / !if% OTHERS PRIORTO CONSTRUCTION.ENGINEERING EXPRESS 17-3961.1
6,Oa0 PSI .,. // .�;/�,,,..j
LIGHTWEIGHT MASTERFIBER MAC 100 � SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO
4 CONCRETE MIX ,• &ROAD MESH :'i!:"�'! /:/ 'REEVALUATE OUR WORK UPON DISCOVEPy QF ANY'.'
INACCURATE INFORMATION PRIOR MODIFICATION OF SCALE:NTS UNLESS NOTED
..;,
I NOTES:.i FOAM CORE 2' EXISTING FIELD CONDITIONS AND FABRICATION AND 9
.. 32"WIDTH�-} �--54"LENGTH 1. Y DISTANCE DEPEND ON GENERATOR BASE LENGTH,NO LESS THAN 2'. INSTALLATION OF MATERIALS:ALTERATIONS OR ADDITIONS
2. X DISTANCE 3'FROM UNIT EDGE TO CLIP. TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE JT
SIDE VIEW FRONT VIEW 3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH,NO LESS THAN OUR CERTIFlCATION. �IUII
- 12 EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ZONAL
ANCHOR REQUIREMENTS CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.