HomeMy WebLinkAboutSpecific Purpose Generator Pada.
32 in.
Width
AMERICAST
www.ameri-casting.com
"MADE YN AMERICA!"
FED TAX # 20-8252362 LICENSE #599-20050163
5303 Palmetto Ave. Fort Pierce, Fl. 34982
Tel. 772-971-1958 Fax: 772-464-0509
Email: salesnameri-castine.com or charlesnitt2001nvahoo.com
54 in. Length
6,000 psi Lightweight Concrete Mix
i
Concrete Pad Plan
n.t.s.
Pad 1 - 32 in. Wide X 54 in. Long
4.0 in.
3.0 6,000psr"& MasYerFiberMac 100 Grid
Structural ForminggFoam
I 1 53 in. 1 1
2.0 in. _ 2.0 in.
Concrete Pad Section
n.t.s.
Calculations:
Generator Model:
GE 17 KW 40378 Length
Width Height Weight
Generator = 48.0 in. 33.0 in. 30.5 in. 4841bs. .
Pad = 54 in.
32 in. 4 in. 4551bs.
qz = Velocity Pressure = 0.00256 x Kz x Kd x K2T x V2
Contributed Total Weight 939 lbs.
V = Wind Speed = 186.mph. V2 = 34,596
Kz = Velocity Pressure Exposure Coef. At Height z = 1.12 Exposure D Eq. 16-12 (FBC 2010)
Kd = Wind Directional Factor = 0.85
G = .0.85
K2T = No Escarpment = 1
Cf = [(1.3-1) x (H/L)] + ] 1.19
qz = 0.00256 x 1.12 x 0.85 x 1 x 34596 = 84.3 psf.
r
Af = 10.17 sq.ft.
-
Design Wind -Force (F) = qz x G x Cfx Af 868 lbs.
D = 939 lbs.
Load Combination - Allowable Stress Design (D) = 0.6D + 0.6W
Aspect ratio of generator Fig 29.5.1
OTM = (0.6) x Wind (F) x 1/2 Width = 8.3 kip.
H/L = 30.5/48 = 0.635
RM = (0.6) x Deadload (D) x 1/2 Width 9.0 kip.
RM
FS = Safety Factor- = OTM = 1.08 > 1
Bolt Allowable Tension = 1,550 lbs./bolt - Use 25% = 387.51bs./bolt
Bolt Allowable Shear = 1,740 lbs./bolt - Use 25% = 435 lbs./bolt
2 Titen Bolts per side used = 775 lbs. Tension
Anchor Bolts OK by inspection
I uplift
_
Force = U
Generator
Gerierato; ,.
Length = Ll
Weagl2t= G
Horizontal
Force =FHneratorUl7idtli='W
ierator
ght=Hl
Tatal;'.
tveight - D
Pad
1
Length=L2
Generac 005871 &. 005883 IOKW 3871bs (48in. X 25in. X
29in.)
Generac 005872 & 005884 14KW 4391bs (48in. X 25in. X
29in.)
Generac 6459 & 6461 & 6462 16KW 513lbs (48in. X 25in. X 29in.)
Generac 006721 16KW 4481bs (48in. X 25in. X 29in.)
Generac 005873 & 005885 17KW 455lbs (48in. X 25in. X
29in.)
Generac 005874 & 005886 17KW 421lbs (48in. X 25in. X
29in.)
Generac 005875 & 005887 20KW 451lbs (48in. X 25in. X
29in.)
Generac 006729 & 006730 20KW 5161bs (48in. X 25in. X
29in.)
Generac 006551 & 006552 22KW 526lbs (48in. X 25in. X
29in.)
Kohler 14RES & 20RES 14-20KW 500lbs. (48in. X 26in. X 29in.)
GE 40323GE & 40324GE 13KW 540.lbs (35in X 39.4in. X 39in.)
GE 040382 15KW 484.lbs (48in X 33in. X 30.5in.)
GE 040378 17KW 484.lbs (48in X 33in. X 30.5in.)
GE 40330GE & 40331GE 20KW 600.lbs (48in X 33in. X 30.5in.)
Briggs & Stratton 040243-0 1OKW (32x31x34)
Briggs & Stratton 040302-2 12KW (50x33.75x31.6)
Briggs & Stratton 040303-1 15KW (49x33.75x31.6)
Briggs & Stratton 040304-1 18KW (4903.7501.6)
Briees & Stratton 040305-1 20KW (4903.7501.6)
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 adjuslj onsite as required.
This Certifies that these plans meet or exceed the 186 mph ultimate wind speed of the 2014 Florida Building Code and ASCE 7-10
��
lsG6GWeafherrfTeld .%/>/esiue
✓lllamonledpr/ns Fi�/a. a27/4
F
G W W I'Date, 06-29-2010
Specific Purpose I Title of Page:
Generator Pad Pre-Manuf.
Concrete Spe
`Wind Speed 18b MPH
ALind E x"p6� st[r('Xiteg&y-- "D"
Not Hazardous to Huinan_Health
. ...,e ,
0�29141.
.E. Lisc. No. 971
ph. 407-68240M
ft. 407-M-JSn
rhwengr @ earthlink.net rv-:;o
RHW I Seale: n.t.s.
Sheet 1
AM.ERICAST
www_ameri-castino.com
"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: salesi7.ameri-casting.com or charlesoitt200W. ahoo.com -
Generator
Generator Attachment Plate
See Generator Specs
rt
Rubber Vibration Pad NI"
MasterFiber Mac 100 Grid
Structural Foam Core)
Revision
n.t.s. Bolt Placement
n.t.s.
Simpson A24 Angle Brace
w/ 4 - #10 Stainless Screws
1/2" x 2" x 3" Galv. Metal Washer
1/211 x 3" Titan Cone. Anchor Screw
o . (� 6,000 psi Lightweight Conc. Mix
411 OPTIONAL:
Hole to be Epoxy Filled
f Before Installing Screw
211Io-
Optional Anchor Plan
n.t.s.
Generator
Generator Attachment Plate
See Generator Specs
Rubber Vibration Pad
MasterFiber Mac 100 Grid
Structural Foam Cor—a--211—
Anchor Bolt Plan
n. t.s.
I
Denotes Concrete
Anchor Screw
Generator Mounting
Plate - See Manuf.
Specifications
1 /2" x 2" x 3" Galy Metal Washer
1/2" 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 2014 Florida Building Code and ASCE 7-10
10. U asaff Ph 407-68aa052 Vqw". GWW Darn: 06-29-2010 Specific Purpose
466 RI/eo/he ujteld ✓ vmme ..'.7-6"-'8°' Generator Pad
971/ad+nn/e 3firin i Wa. 32it�r rhwengr @ earthlink.net Vwl". RHW Seale. n.t.s.
Title ofPage:
Pre-Manuf.
Concrete Specs
OPTIONAL:
Hole, to be Epoxy Filled
Before Installing Screw
W, rid S eed 186 MPH
Wa 1cl.E:5rare Category "D"
Not Hazardous to Human Health
°nali. w'ilson, P.E. Lisc. No. 9710
Sheet 2
® 3 9f)1A
i.� 'IONAL C
I' component,high solids 10:1 ratio acrylic -based
ATAc AcrylicTieeisatwog IY
rY
istrength,anchor routin material. Formulated
adhesive for use as a high
g
anchor -grouting
AT is designed to dispense easily and cure
for use in all es of weather, typg P Y
at temperatures down to 0•F. esin and initiator are dispensed and mixed
simultaneously through the mixing nozzle. AT meets the physical
requirements of ASTM C881, Type I & IV, Grade 3, Classes A, B & C.
except Acrylic -Tie is a non -epoxy product formulated for fast cure time.
® • Threaded rod anchoring
• Rebar doweling
• Pick -proof sealant around doors, windows and fixtures
I 1 ICC-ES ER-5791- (CMU & URM): City of LA. RR25459';
Florida FL 11506.1 % NSF/ANSI Standard 61 (11 105000 gal);
Multiple DOT listings. O The load tables list values based upon results
from the most recent testing and may not reflect those in current code
reports. Where code jurisdictions apply, consult the current reports for
applicable load values. 'Applies to all AT products except AT10.
iijawlill.-IIIIIJ 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 OT contact Simpson.
Mixed material in nozzle can harden in 5-7 minutes. For installations in or
through standing water, see page 15 for details.
®i Seepages4-5.
® 12 months from date of manufacture in unopened cartridge.
I • , I r=111 For best results store between 32•F-80•F.
Partially used cartridges can be stored for a limited time by leaving nozzle
in place. To re -use, attach now nozzle.
= Resin -white, initiator -black
When properly mixed, adhesive will be a uniform gray color.
01110111311 Uncured material -Wipe up with cotton cloths. If desired
approved, solvents such as 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 solvents. Solvents may damage surfaces to which they are
applied. Cured material - Chip or grind 08 surface.
Anchors installed with AT Acryiic-Ttea' adhesive have
been tested in accordance with ICC-ES's Acceptance Criteria for Adhesive
Anchors (AC58) for the following:
• Seismic/wind loading
• Long-term creep at elevated -temperature
• Static loading at elevated -temperature
• Damp and water -filled holes
• Freeze -thaw conditions
• Critical and minimum edge distance and spacing
In addition, anchors installed with AT Acrylic-Tief'adhesive have been
tested in accordance with [CC-ES's Acceptance Criteria for Unreirlforced
Masonry Anchors (AC60) and NSF/ANSI Standard 61, Drinking Water
System Components - Health Effects.
11
Consistency (77°F) ASTM C 881 Non-sag/thixotropic paste
Heat deflection ASTM D 648 149•F (65•C)
Bond strength (moist cure) ASTM C 882 2,900 psi (2 days)
2,970 psi (14 days)
Water absorption ASTM D 570 0.23 % (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 (777) ASTM C 881 9 min -Thin film
Very good to excellent against distilled water
and inorganic acids. Fair to good against organic acids and alkalis, inorganic
alkalis, 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-CHEMRES06.
The performance of this product results from its unique formulation which is
proprietary to Simpson Strong -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; r
1
;1 cull,
p e
r r
r
r
AMN813
AT13
(ATOB similar)
4`
ADT813B
1
}}rri
I
IE
0
.a..io:.�
Ig 4avunua
-
FAST PACTe
AT10
AT30 EM11221
(ATPAC051(T)
includes 9.6 ounce
(The EMN22i is the
Includes 5 ounce
cartridge, and
required mixing nozzle
coaxial cartridge,
mixing nozzle.
for the AT30)
adaptor and
mixing nozzle.
- IMPORTANT - -
SEE PAGES 4-5
When the concrete
FOR INSTALLATION
temperature is at or below
INSTRUCTIONS
freezing, ensure any holes
drilled in advance are free
of frost or ice.
1 • 0 r Anchoring adhesive shall be a
two -component acrylic based system supplied in manufacturer's standard
side -by -side or coaxial cartridge and dispensed through a static -mixing
nozzle supplied by the manufacturer. Adhesive shall meet the physical
requirements o1 ASTM C-881 for Type I and IV, Grade 3, Class A, B and
C and must develop a minimum 10,210 psi compressive yield strength
after 7 day cure. Adhesive must have a heat deflection temperature of
a minimum 149•F (65•C). Adhesive shall be AT Acrylic -Too adhesive
from Simpson Strong -Tie, Pleasanton, CA. Anchors shall be installed per
Simpson Strong -Tire instructions for AT Acrylic -Tie' adhesive.
See pages 88-92 of the Simpson Strong -Tie Anchor
SystemV Anchoring and Fastening Systems for Concrete and Masonry
catalog (C-SAS-2009) for information on dispensing tools, mixing nozzles
and other accessories.
Tension Loads in Normal -Weight Concrete
-She
Drift
-Embed.
Critical
Critical
' " - -_'i.° ` TemlonLoad
'- 'Pe 22000 Pu d;a,.
•rct3ggO psi �
r:rc 2: 000 psi
°PI..,
Bit'I
`,Depth .
Edge
'Spacin0
(mm).
In.,,'
DISL
DISL
13.6 We Concrete
20.7 Mile) Concrete
27.6 MPa Connate
,.
PIS.
n.
.
(mm)',
-
In.
(r I I
• In.
-'tmm):
-. Ummale
ms..(tp)
Sid. Day.
,Ibs. (IN)
[Allowable -
llbs. (trill
- � Aliowslda- ::
` Ibs. (ldi) -
=UlUmale
His.kH)'
. SId.Dev:
IOS. kN
Allowable
yhs. )'.
;y(70)
9.5
Z4'4
3
76
6
152
4,297
(19.1)
1.075
(4.8
1,315
5.8
6,ZD4
27.6
1.550
(6.9
195)
7 T
34T
1.5
11.770
9 7. 1
11 S
9.4
9 820
43.7
1,434
(6.4)
2,455
10.9
ZY4 �.
4 610
2(29.3
1
, 155
i
14�
'6560
1-615 '
'4
..
(102) `
�a:413
`.(203)
" 33.0)
412
1.8 '
1.855
- (8.3 ,•
7270
. p0.1 :'.
10,742
fd7.8
6D0
27)
-2,685-92
11.9 r5Y4
F22.7):,
.°"
`_..
iD,274
..45.7
991
(1.3
"2,670.
ix 11.4
.3,240.
=(14.4 - -
15,540
69.6
2.341
1d.4-
3,910146-
1A4ZY4
4,610
1.155
1,400
5,580
1,645
70
20.5
5.1
62
29.3
.3
4%
105
6.742
138.91
615
2.7
2.185
9.71
2.630
11.
12,286
54.
1,604
.1
13.7)
5
(127)
10
(254)
54'
12,953
1,764
3,240
3.955
18,580
4,670
146
57.6
8
14.4
(17.6)
(83.1)
20.8)
23'
70)
e`
"".
4,674 _
(20.8)
11170,
' t (52)
(63
r"4%
' 11
,.'10,34P
- 46.0 -
1086
-0.9
ff.-�2585 ..
i"�', 11.5
,3,470'-.
15.4
--17,428
775
1,591
W :1
4,355-"
19A '
°`344.
'.(19.1)
�1
6
(152)
12f,
, (305)
13,765
61:2" •'
1 016
4. F�}15.3)
-, 3,440
- 4,0.15 „ `-
(18.0,'
18,650•-
83.1
1.743 ,
"7.8.'
4,570 �
420.8'
see Notes Below
Shear Loads in Normal -Weight Concrete
'See papa Stor an ezpFaitatlon
of me load bble irore
12 r
'Drm'
Emhed,
. critical
_-Critical
-` rt .`It � -° SdearLoad
'rc 2 2000 psi I
• ' rc a:30M psi -
fg 104000 ps1
Is.
Bit
Ddpih ,
Edge
Spacing
. (inm)
Dla
"'tn. a
Dlat
.Diq _�,�
-' 13.8 MPa)-Conlxefe ,m
(20.7 MPa) Concrete
• =^1-' :(27.8 MFa C�cnte. .�.:
hi
{mm) ,
"^ in
In: -,
UIIImaU
Sid Des:
Allowable
Allowable _
Ultimate.
Std.Oev.
Allotrdble
a
(mm)_•(mm),`
;ms. (kN)-HiC
ON .�
„ tbs. (kN) '
' - -Abs.Id))..-Ibt..
n y'•
tbs. ' kN .
• lbs.
ZY
6.353
1.585
1,665
1,740
70
4%
6
28.3
(7.1)
(7A
.7
3%
6.377
1.006
11595
1,670
1,140
(9.5)
(114)
(152)
95
(28.4)
45
1)
A
'- -
6,435 ,`I
1 BOS
*2,OSe
2495,
'(28.6)`'
44:4
8
r7'`h
-a
a,-
9,324-
1,265,
= 2 330
-�" 2,795 ,_ "
18,027
= 69T •.
.11,255p,
(12.7)
(152)
(2W
41:5).'
S.7
104
(124
57.9
2
14.5),1,245.-8:30,�,P.3
T%,
32655
. 50.3)
55
2.6
13
14.51'
7.745
1,940
2,220
9,9872,495
34.5
8.6
9.9
44.4it
1.1rye
8.706
1,830
2,175
3,415
18,507
4,650
7%
10
(191)
(254)
(38.7)
8.1)
9.7)
152
82.8
20.7)
5Yi
12,498
2,227
3.125
3.890
4.550
(146
(55.6)
(9.9
(13.9)
(17.3
(20.7)
2Y
. ^
e ,7 832
.- 1 9�
' � . 2,415
11,46a2,1165-
127
`11,222
49.9) °
2 900 -
(129
(12:0
4,4�
(2110),
`.21,680
(109.8)
2,366-
(10.5
6,170
7.4
Ys
3'4
'" 445
1
8
12
(229)
,p
(305)
6Y
-99.793 =
-: 3.547 ^ •'
4 950,
- 5.560'" '. .
24,680
�. 796'= -.
-
.. 8.170' :.
_s 148
'�:
,s(88.0)
fi. 15.8
t22.0
":(24.7) •'
. `(t 09.8
' 5 --
27.4 ,-�
1. The allowable loans listed are based on a safely factor of 4.0. 4. The minimum concrete thickness Is 116 times the embedment depth.
2 Allowable loads may be hubeased 33'f, for snort -term loading 5.Tension and Shear loadstor me Tdon HD anchor may be combined using the elliptical
due to wind or selsmlclomes where permitted by code. interaction equation(n.%). Abowabie load may be interpolated for concrete
8. Refer to allowable load -adjustment factors for spacing and edge compressW stiengtns between 2000 psi 30 4000 psi.
distance on pages 128-129.
Titan HO
O Anchor Product Data -Zinc Plated
Size
(in.)
Mode(
- _ N o. - ,'
Drill Bit
Dla.
. ' (to.)
Wrench
Site
(in:)
Quanti N
Box
Carton.
% x3
THD37300H
9
/116
50
200
% x4
THD37400H
50
200
%X5
THD37500H
50
100
%x6
THD37600H
50
100
1�.
' 3/a'
25
100'
1hx4 .
"TH050400H-..
a 20
80
1hx5
THD50500H
20
80
,hx6 ° '
=THD50600H'
-' 20
" 80,'• -
1hx61h
THD50612H,. _
20
-40 ,
1hx8
THD50800H
20 _
40'
1fi x 12• :
THD501200H
20
40,
1hx 13
TH0501300H
20
40
'/i'x 14 `'
TH0501400H
20;
401;,
'14,x:15 --
THD501500H'
20,
.e 40F•
%x4
THD62400H
t5/16
10
40
%x5
THD62500H
10
40
%x6
THD62600H
10
40
%x61h
THD62612H
10
40
% x8
THD62800H
10
20
31/4x4
TH075400H
3/a
1
1/a
� '"
10
401,
34x5 s:
THD75500H ,_
5
20-'
9'sx"6
THDT75600H .
5
20,
3/xx7
TiD76700H
3/4x81h
THD758t2H .
5.
10t
Sax 10"'--
'THD75100H'
� 5 `
10 `
1. Zinc plating meets ASTM B633, SC1.
2. Length is measured from the underside of the head to the tip of the anchor.
AMERI�C,XS 9
www.ameri-casting.com
"MADE IN AMERICA!"
FED TAX # 20-8252362 LICENSE 4599-20050163
5303 Palmetto Ave. Fort Pierce, FI. 34982
Tel. 772-971-1958 Fax: 772464-0509
Email: sales r(a)ameri-castine.com or charlesaitt20010-:vahoo.com
This Certifies that these plans meet or exceed the 186 mph ultimate wind speed of the 2014 Florida Building Code and ASCE 7-10
Revision
�� Dd��ifpit
.666 Rhea.-&rrsfleld ✓ls enue
Slllomon/e dfirAlosi s, Me,. 32714
DWOW GWW I Dare: 06-29-2010
ph.407-6824052
ft. 407.682-3841
rhwengr @ earthlink.net I fi q., RHW I Seale: n.t.s.
Specific Purpose I Title of Page:
Generator Pad Pre -Manus:
Concrete Spey
r'
I
Then HO®
screw
anchor
U.S. Patent
5.674,035 &
6,623,228
,vim,
.mEEr Y220006
V V
Serrated teeth on
the tip of the Titan
HD" screw anchor
facilitate cutting and
reduce installation
torque.
ANCMO J
JC�IGnLR -"(
• No special 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 HD 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 anchoring (e.g. formwork, bracing) or applications where
fixtures may need to be moved. Re -use of the anchor to achieve listed load values is not
recommended.
See reinstallation note on next page.
Reinstallation of Titan HD®screw anchor in Original Drilled Hole
Titen HD anchors may be removed and reinstalled in the original
hole without reducing load capacity if the threads that were cut
into the concrete during the original installation are followed.
Start reinstallation of the anchor by hand to prevent cross -threading
and a possible reduction in load capacity.
Wind Speird = 1-86 MPH
Win1 &fSxpc;s lie Category = 11D1t
Not Hazardous to Hunan Health
i
t
RQralw ilso[
-0V
l�
P.E. Lisc. No. 97
Sheet 3