HomeMy WebLinkAboutGENERATOR PAD54
54
— - 09 ---- --
AMERICAST
vaww.amerl-castino.tom
'MADE IN AMERICA!'
FED TAX # 20-8252362 LICENSE #599-20050163
5303 Palmetto Ave. Fort Pierce, Fl. 34982
Tel. 772-971-1958 Fax: 772464-0509
Email: salesOarnerirastine.com or charlesoitt20(11ia1vahoo.cam
ST. LUCIE COUNT)' BUILDC,G DINT..'10.N
REVIEWED FOR CO- LLA"r—
REVIEWED BY
DATE
PLANS AAA PER -MIT SPe•ST PE SCE I'T 0\ JC:
OR NO INSPECTION WILL BE `.LADE.
Generator
Generator Attachment Plate
See Generator Specs
Rubber Vibration Pad
MasterFiber Mac 100 Gric
Structural Foam Co.
48
—Generator Size
25 in. Wide X 48 in. Long X 29 in. Tall
Generator Placement Plan
n.t.s.
Simpson A24 Angle Brace
w/ 4 - #10 Stainless Screws
1/211 x 2" x 3" Galy. Metal Washer
1/2tt x 3" Titan Conc. Anchor Screw
psi Lightweight Conc. Mix
OPTIONAL:
a Hole to be Epoxy Filled
Before Installing Screw
211 I
Optional Anchor Plan
n.Ls.
3.0
48
3.5 1 1 3.5
Denotes Concrete
Anchor Screw
25 32 25
Gen. Pad Gen. Generator Mounting
Plate - See Manuf.
Specifications
3.5 1 1 3.5
Generator
Generator Attachment Plate
See Generator Specs
Rubber Vibration Pad
MasterFiber Mac 100 Grid
Structural Foam Coll
9.0 I 8 I 20.0
.Bolt Placement
a'
- -211 L
Anchor Bolt Plan
n.t.s.
8 1 9.0
SCANNED
BY
St. LudeCollnty
1/2n x 2" x 3" Galy. Metal Washer
1/21t x 3" Titan Conc. Anchor Screw
6,000 psi Lightweight Conc. Mix
This Certifies that these plans meet or exceed the 186 mph ultimate wind speed of the 2010 Florida Building Code and ASCE 7-10
OPTIONAL:
Hole to be Epoxy Filled
Before Installing Screw
Wind Speed = 186 MPH
Wind Exposure Category = "D"
of Hazardous to Human Health
>rvlLsvn Drawr: G Daa. 06-29-2010 P-1We• Specific Purpose 'title of Page: � %alder H Wilton n E. List. No. 9710
m w� a ns
4664U Mentf/e/d.4/irenue a�m.cesa"� Pre-Manuf. ,�
.Ahmno"/e P'l as. fAu. a2r/4 rhwengr Q earthlink.nel Duy., RHW Sear n.ts. Generator Pad Concrete Specs Signature: Sheet I
OPTIONALTension Leads InNormal-WelnMConcrete In f•
AT ACrylio-Tie" is a two compononL high solids, 10:1 mile aarylic-based
adhesive for use as a high strength, anchor- grouting material. Formulated
form in all types of weather, AT is designed to dispense easily and cure
at temperatures down to 0•B Resin and initiator are dispensed and mixed
simultaneously through the mixing nozzle. AT meets the physical
requirements of ASTM C881, Type I a IV, Grade 3, Classes A B a C.
except Acrylic-Tht is s Don -epoxy product formulated for fast cure time..
® •Threade0mdanchoring
• Rebar doweling
• Pick -proof sealant around dears, windows and Mines
"® ICC-ES ER-5791- (CMU S URM); City at LA RR25459';
Florida FL 11506.1'; NSF/ANSI Standard 61 (11 InI15000 gal);
Multiple DOT listings. 0 The load tables list values based upon results
from the most recent testing and may net reflect Nose in current code
reports. Where code jurisdictions apply• consul the current reports for
applicable lead values. -Applies to all AT products except AT10.
®" Surfaces to receive adhesive must be clean and free of
frost The base material temperature must be 0•F or above at the time of
Installation. For Information on Installations below O-F contest Simpson.
Mixed material In noole can harden in 5-7 minutes. For installations in or
through standing water, see page 15 for details.
®" See pages 4-5.
® 12 months from date of manufacture in unopened cartridge.
For best results stare between 32-F-80•F.
Partially used Cartridges can be stored for a limited time by leaving nozzle
in place. To re -use, attach new nozzle.
'®" Resin -while, initiator -black
When properly mixed, adhesive will be a uniform gray color.
I uncured material -Wipe up with cotton cloths. It desired
approved. solvents such be ketones (MEK, acetone, etc), lacquer thinner,
or adhesive remover can be used. DO NOT USE SOLVENTS TO CLEAN
ADHESIVE FROM SKIN. Take appropriate precautions when handling
flammable soNems. Solvents may damage surfaces to whim they are
applied. Cured matmial-Chip or grind off surface.
Anchom Installed with AT Acry1Io-TM' adhesive have
been tested in accordance with [CC-ES's Acceptance Criteria forAdheshn,
Anchors(AC5S) for the following:
• Seismic/wind leading
• Long-term creep at elevated -temperature
• Static loading at elevated -temperature
• Damp and water -filled hales
•Freeze-Ihawcondhiens
• Critical and minimum edge distance and spacing
In addition, anchors installed with AT Acrylic -The• adhesive have been
tested in accordance with ICGES's Accountants, Criteria forUnreirdorad
A4asontyAnctzers (AC60) andHSF/ANSI Standard 61, Drinking Mier
System Components - Health Effects.
'® ®,
Consistency (77•F) ASTM C 881 Nan-sagAhixmroplc paste
Heat defection ASTM D 548 149•F (65•C)
Bond strength (moist cure) ASTM C 682 2,900 psi (2 days)
2,970 psi (14 days)
WaterabsorptiDn ASTM O 570 023%(24 hours)
Compressive yield strength ASTM D 695 10,210 psi (7 days)
Compressive modulus ASTM D 695 660,800 psi (7 days)
Gel time(77•F) ASTM C881 9min -Thin film
Very good he excellent against distilled water
and inorganic acids. Fair to goad against organic acids and alkalis. Inorganic
almlis, and many organic solvents. Poor against ketones. For more detailed
Information visit our website or contact Simpson Strong -Tie and request
Technical Bulletin T-SAS-CHEMRESOG.
The performance o/this product results from its unique formulation which is
proprietary to Simpson Shang -Tie. The product may also be protected by one
or more of U.S. Pats. 5.643,994; 5,965.635; 6.228.207. licensed from ITW.
f emDA9nH.-p1
I _ ,1 iiN iq i{tall{ g --
AT13
(AT08 similar)
AOT813B
r
-al
9� WPM
a p
3 y
FAST -PAC' A710 AT30 EMN221
(ATPAC05KT) Includes 9.6 ounce (The EMN22I is the
includes
5 ounce cartridge, and required miens nozzle
maealocridge, mixing nozzle. forthe AT30)
adaptor and
mixing nozzle.
-IMPORTANT-
SEE PAGES 4-5
When the concrete FOR INSTALLATION
lempemburehsatorbelow INSTRUCTIONS
freezing. ensureany holes
drilled in advance arefree
of frost or ice.
Anchoring adhesive shall be
two -component acrylic based system supplied in manufacturer's standard
Side -by -side or coaxial cartridge and dispensed through a static -miring
nozzle supplied by the manufacturer. Adhesive shall meet the physical
requirements of ASTM C-881 for Type I and N. Grade 3. Class A 0 and
C and mum develop a minimum 10.210 psi compressive yield strength
after day Cure. Adhesive must have a hat deflection temperature of
a minimum 14VF (65•C). Adhesive shall he AT Amrylic-Te• adhesive
from Simpson Strong -Tie. Pleasanton, CA Anchors shall he installed per
Simpson Stiong-Tie instructions for AT Acrylic -Tie° adhesive.
t See pages 88-N of the Simpson Strong -Tie Anchor
ystemse Anchoring and Fastening Systems for Concrete and Masonry
catalog (C-SAS-2009) for Information on dispensing tools, mixing noales
and Other accessories.
sw xams eebw 'see tma stm o,embwan
Sheer Loads In Normat-Welght Comule ® lr�T
81m
Dito
Dmm.
Clout
cderal
Shammed
In.
Be
depth
ads.
SWJM
7cz2mopr
1'czmmpll
rcz4pro,t
tram)
Oo.
o.
obi.
OW.
113.itdee Ccvueo
(2a7 WS Celcrge
.6 Ifflial cOtmete
In.
,{ram)
I..
I..
ulemate
M.D.>
mi."].
Allo6eele
edlmett
SMIlm.
Allowable
(ram).
(ram)
ft.kill
Ira. kN
Un.
...N11. tut
m5.(il)
let. laN
on. rut
24
'Ca
1.5s
1.655
1,710
0
4t5
6
288
1.1
.4
].
W.
G,a77
1,006
1.50
1.00
1,740
OA
(114)
(1521
195
28A
4.5
1,1
.4
2%
_
8,435
1.60
2.01
1,M7
-
2,4M
m
21.61
f/.1
9.1
(414)
a.s,
Yd
'A
3%,
6
1
9,324
1.285
2,330
2.70
13127
691
3,L55
ryzT)
92
..Wit
052)
(203)
41s
5.
10.4
t2A
(SL9)
(zI
14.5
11.319
1.245
2,IA
3,015
3,255
146
55
12.6
135
14.5
p
7,745
1.940
2.220
9.937
2,495
70
34
86
.9
NA
il.l
4w
oat
I'ma12,8M
3,415
13.5m
1.55G
4.00
%
%
7%
to
(15.9)
IDS
(191)
(251)
m.
of15,
821
3
20.
W.
12.40
2.22]3,had
4,650
146
55.6
991175
)
2%
7,m2
Ha11.4h0
2,M5
34.
1a
.Mile
natal$
Oil
9
12
1La2
2,9004,490
24,E8p
2,368
6,178
(19.1)
it
09)
(a05)
49.
12.90.
1o9e
105)
(27A19,793
3,51]iND
24,m0
795
6.174
i
m.0
15.84.
fa.h
3.5
)A
t.iM WxaddtmEvi4wan naedmaa@rymrvDtda. 4.TM mbMwn S. Ten4MwITulwnmeeweemaeDmemwpa�
2 NbnNbdESmrybe9dY0ai51%IDrygM14TI WDN9 dnd5lHVJwwMDMTRYbWSe MONfMrmry[9 amGrcU Yf'vq lAdtlnplFL
Nib a au,mlI.MeIsnl[bimeNml1.1", mals Pe/xhg ,mde0P hnaMlmspatlDn ln.wl.xmwaeml mrynd4Mrwlaled l0rmmnp
wmp,essM saemNS WMsm2p00 DYd,4.0.'V cat
4umvan woes tee-tz9.
Sire
(In.)
Model
No.
MUM
ia.
Dial
SrenncN
.Dial
puantiry
Box
Caron
%x3
THD37300H
-_
G/ie
50--200
%x4
THD37400H
50
200
%x5
THD37500H
50
100
%x6
THD37600H
So
100
.111
'hd
25
100
'fzx4
THD50400H
20
80
Yzx5
THD50500H
20
80
t4z6
!LND50600H
20
80
'fe
'THD50612H
20
40
%z8
THD50800H
20
40
%x 12
THD5012g0H
20
40
%x13
TH0501300H
20
40
Vdx 14
T4D501400H
20
40
kz15
THDSOt500H.
20
4o
%x4
THD62400H
ek
Win
10
40
%s5
7HD62500H
10
40
%x6
THD62600H
10
40
%x 61h
THDO2612H
10
40
%xa
THD62800H
10
1 20
%x4
THD76400H
�4
tYa,
to
40
%x5
THD75500H
5
20
%x6
THDT75600H
5
20
V.x7
THD75700H
5
10
%x 8%4
THD75812H
5
10
%x10
TH0751DOH ..
5
10
1. Lnc pbting meet ASTM BM3, SCI.
21Angth is measured Imm the underside of me head to me tip ofrhe anther.
AMERICAST
www.ameKi as0n0.com
"MADE IN AIviERICAI"
FED TAX # 20-8252362 LICENSE #599-20050163
5303 Palmetto Ave. Fort Pierce, Fl. 34982
Tel. 772-971-1958 Fax: 772464-0509
Email: sales(alameri<astine.comorcharlesni/t2001(rlvahoe.com
A
Titers HO®
screw
anchor
U.S. Patera
5,574,035 a
6,623,228
To ( 9iehearr 2
ta - htip of e tooth an
the tip of the Titter
HIT- screw anchor
facilitate cutting and
reduce Installation
torque.
ne4<rlo ,i
JESIGNE0.
'®
• No spatial drill bit needed: Designed to install using standard sized ANSI tolerance drill bits
• Installs with 50%less torque: Testing shows that when compared to competitors,
the Then HO requires 50% less torque to be installed in concrete.
• Hex -washer head: Requires no separate washer and provides a clean Installed appearance.'
• Removable: Ideal for temporary usanclurin9/e.g. formwork bracing) or applications whom
fixtures may need to be moved. Re-e rat lye anchor to achieve listed load values is not
recommended.
See relnstmtation note on next page.
Reinstallation of Tten Hoe screw anchor In Original Drilled Hole
Tien HD onshore may be removed and reinstalled in the original
hole without reducing lead Capacity if the threads that were cut
Into the Concrete during the original installation are followed.
Stan reinstallation of the anchor by hand to prevent crass -threading
and a passible reduction in load Capacity.
This Certifies that these plans meet or exceed the 186 mph ultimate wind speed of the 2010 Florida Building Code and ASCE 7-10
BVIISan plJmfeE-1M3 D*44i GWW Dare: 06-29-2010 Aef� Specific Purpose Title of Page:
(� 1,66 QV.1her3�e/d9/venue a4owz 1 Pre-Afanuf.
NH-A/lrmm�le d./.eh,�,r. W. 327/h rhwcngQearthlink.ncl Dratgs: RHW Sealc: rats. Generator Pad Concrete Spe
Wind Speed = 186 MPH
Wind Exposure Category= I'D"
Not Hazardous to Human Health
H. Wilson, P.E. Lisc. No. 97
Sheet I
za
32 in.
Width
M-1
AM RILI CAST
www.americastino.com
'MADE rN AMERICA!"
FED TAX # 20-8252362 LICENSE 4599-20050163
5303 Palmetto Ave. Fort Pierce, Fl. 34982
Tel. 772-971-1958 Fax: 772464-0509
Email: sales(alameri-castine.eam nr charlesnitt2001 nvahno.com
6,000 psi Lightweight Concrete Mix
Concrete Pad Plan
n.t.s.
Pad 1 - 32 in. Wide X 54 in. Long
4.0 in.
3.0 in. 6,000psi. & MasterFiber Mac 100 Grid
_
1.0 in. Structural Forming Foam
' 1 53 in. 1 1
2.0 in. 2.0 in.
Concrete Pad Section
n.t.s.
Calculations:
Generator Model:
Generae 22 KW 6551-0 / 6552-0 Length Width Height Weight
Generator = 48.0 in. 25.0 in. 29.0 in. 5261bs.
Pad = 54 in. 32 in. 4 in. 3701bs.
qz = Velocity Pressure = 0.00256 x Kz x Kd x K2T x V2 Contributed Total Weight 8961bs.
V = - Wind -Speed- 186 mph V2 = 34,596
Kz = Velocity Pressure Exposure Coer`. At Height z = 1.03 Exposure D Eq. 16-12 (FBC 2010)
Kd = Wind Directional Factor = 0.85 G = 0.85
K2T= No Escarpment = 1
qz = 0.00256 x 1.03 x 0.85 x 1 x 34596 = 77.5 psf.
Design Wind Force (F) = qz x G x Cf x Af 753 lbs.
Load Combination - Allowable Stress Design (D) = 0.6D + 0.6W
OTM = (0.6) x Wind (F) x 1/2 Width = 7.2 kip.
RM = (0.6) x Deadload (D) x 1/2 Width 8.6 kip.
RM
FS = Safety Factor =
OTM
Anchor Bolts are OK by inspection
= 1.19
Cf= [(1.3-1) x (H/L)] + I 1.18
Af= 9.67 sq.ft.
D = 896 lbs.
Aspect ratio of generator Fig 29.5.1
H/L = 29/48 = 0.6
ierac 005871 & 005883 1OKW 387lbs (48in. X 25in. X 29in.)
lerac 005872 & 005884 14KW 439lbs (48in. X 25in. X 29in.)
terac 6459 & 6461 & 6462 16KW 513lbs (48in. X 25in. X 29in.)
terac 006721 16KW 448lbs (48in. X 25in. X 29in.)
ierac 005873 & 005885 17KW 455lbs (48in. X 25in. X 29in.)
terac 005874 & 005886 17KW 4211bs (48in. X 25in. X 29in.)
terac 005875 & 005887 20KW 4511bs (48in. X 25in. X 29in.)
terac 006729 & 006730 20KW 516lbs (48in. X 25in. X 29in.)
terac 006551 & 006552 22KW 526lbs (48in. X 25in. X 29in.)
filer 14RES & 20RES 14-20KW 500lbs. (48in. X 26in. X 29in.)
40323GE & 40324GE 13KW 540.lbs (35in X 39.4in. X 39in.)
40330GE & 40331GE 20KW 600.lbs (48in X 33in. X 30.5in.)
rgs & Stratton 040243-0 lOKW (32x3lx34)
;gs & Stratton 040302-2 12KW (50x33.75x3l.6)
7gs & Stratton 040303-1 15KW (4903.7501.6)
;gs & Stratton 040304-1 18KW (4903.7501.6)
;gs & Stratton 040305-1 20KW (4903.7501.6)
Horizontal
Farce =F�
TFP
caee=U Crenerator
Due to expansion and shrinkage of prints, written dimension takes precedence over scaling
It is the responsibility of the contractor to field verify all dimensions and adjust onsite as required.
Generator Length=LI
Weight =.G
=D
Lmgth=L2
Wind Speed = 186 MPH
Wind Exposure Category = "D"
This Certifies that these plans meet or exceed the 186 mph ultimate wind speed of the 2010 Florida Building Code and ASCE 7-10 Not Hazardous to Human Health
�s uriLcall Dtan.: GW W Dan: 06-29-2010 P*"Srr: Title of Page: - onald H. Wilson, P.E. Lise. No. 9710
ce•,07<rua5, Specific Purpose
466 qt' aIha frcrd 9Erenne a�o7asx.�w,
.9nlnmonred .m r. !F/n. a2714 D RHW Svn: n.ts. Generator Pad Pre -Name glgnar Sheet 1
P G rhwengr@carffilink.net earthlink.net '°rY: Concrete Specs r ��-rr; r��
AUb 21 L111.1 Aline