HomeMy WebLinkAboutAnchoring Steps REVISIONXF1NITY Connect Anchon g Steps Printout
Jason Wilson <jwilson@hpanchors.com>
Anchoring Steps
To
Ron and Ea
It's been a- I
help Laura i
be useful. 1
inventory. 1
step). I've 2
common sto
attachment
use on a mE
application,
Now that i
anchoring
needing. I
solution.
https:Hconnect.xtinity.com/appsuite/v=7.8.4-12.20180126.024845/pr...
2/15/201810:51 AM
net <verosupply@comcast.net>
!asure speaking with you both this week, and I appreciate your patience and willingness to
d Mark with their step issue. As discussed, I have attached some documentation that may
u will find a spec sheet for the 4 foot Home Pride anchor that we know you have in your
u'll notice the anchor exceeds 4,150 pounds of vertical resistance (should be plenty for a
o included basic anchor installation instructions. There is a Test report for our most
sizes and construction requirements also. The O�.� t� mf a,aa wil w'r'forthe
���^,V�OR ECT 0
iethod between the step and anchor. The anchoal ads.14r� G r ated for
ufactured home. The attachment point method'il' Wail ��: r�b�tfFt'�U230 tffor this
nd appears to be the primary concern for the ins1 W1PA;A'�'1s'X1ftQA9IX 00"
know this could be a long term issue, I will begin looking into a solution specific for
ps. However, these things take time, and it may not be the immediate help Laura is
to to say it, but she may need to have a registered Engineer do her drawings for a quick
Please feel flee to reach out if you have any questions. I will keep you informed if I am able to make
contact withlPlan Examiner William Durden.
Respectfully,
- — 4�_
H0M PRIDE
Jason Wilso
Home Pride
Direct 615-f
This email
For more i
Product Manager
/ Fax 615-228-1301 x 1167
ichors.com / www.hpanchors.com
Steps Con
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.� MAR 2 7 2018
.,®P artment
permitting Dep
St. Lucie County, FL
1 of 1 1 2/15/2018, 1:32 PM
ANCHOR INSTALLATION GLIDE
You can effectively and safely install anchors with a machine or you
can do it manually. Either method is equally effective.
Machine Installation
An anchor drive machine is used to
turn the anchor into the ground.
. Attach anchor to drive machine.
Line up auger with strap and start
machine.
install anchor at a slight angle
underneath the house. (120
-150, see figure.) This will en-
surethatthe head of the anchor
wt71 by concealed behind future
skirting.
CAUTION: Anchor installation by an-
chor drive requires two persons.
Manual or Mechanica
Installation
Uses more easily accessible equipment.
1.
Dig a hole approx-
112 the length of
the anchor in proper
position Olne up with
strap as in
machine
installation).
2.
screw anchor into the
ground by hand to full
depth of anchc
Use a rod or
length of
pipe for
leverage.
$.
When the anchor
is full installed, re-
pack the soil slowly
and firmly, atmut six
inches at a time.
CAUTION: Make sure to avoid underground water, phone and power linesl
.. . .....
For Head, Detak we
.......
Drawing of HP12
Tension Read Only
.. ... ... ..........
Material -
8 Gauge (-165 -.175)
-4�
(ASTM A-36) M1 020
Finish - Black Paint
Permanent
.650 Square Holes
b .on M
identification Mark
HP4, HP5, H P 6
7- HP4 - 519'x 4T A-M o
HP5 - 3ff'x 48"A-36M o
SINGLE DISC
HP6 - 3f4'x 36'A-3M o
ANCHORS
HP6 - 3V
HP4 & 5 - 48"
See page 1647 for installation
Instructions.
Sharpened
CAUTION: When not installed in
!Edges
fine with the frame tie, a
stabilizing device MUST be
Engineer certifications on file.
Matefiall - 8 Gauge
155-.175)
A
. ..........
:36, MiO2O
Cut 350
. . ...... .........
61, ..... ......... ....
Rome FtWIM.
July 31,1997
Job #97.1315
Page #12
SFMM E - Cont'd
48" Length, 5/91' Rod Diameter with f" Ee1ix - Anchor bulled at 9W A n,& Teolon Load Te
l opd Tc
{Pavans)
Tot No. 4
1JpRWd KMAT
MKhesi
Tit N"
Upward Nvamt
Owhes)
Test NO. 6
Upward MvnM
{inches?
(Preload ) 1,WO
0.fla
0.00
0.00
1,500
0.09
0.07
0:04
2'M
0.18
0.32
0.20
2,5(*
€1.50
030
0.27
MOD
0.70
0.82 _
0.36
3,500
1.flil
1.10
0.54
4,000
1.31
1.30
0.67
4,500
1.56
1.70
0.79
4,725
1,90
1.90
0,96
5,000
-
-
1.14
Avg load 5,0171bs..
(3 WWI)
4,M Is at
2.00" uplift
4,975 Ibs of
2,00" uplift
=5 IN at
2.004 uplift
'rest Probe Readings
in (inch Ibs) per depth
1' - 300
1' - 30D
1' - 300
2' - 350
2' - 375
2' - 200
3" - 3W
3' - 20D
3' - 325
V - 325
4' - 300
4' - 325
Soil Class
4(a)
4(a)
4(a)
Date Installed
4X9197
4109f97
4109197
Date fulled
4109197
4/09197
4109/97
Anch" Modal
HP4
HP-4
HP-4
Angie Fulled
89.69
89.30
89.4°
OFFICE USE ONLY:
DATE FILED:
REVISION FEE:
LOCATION/SITE
ADDRESS:
PERMIT #
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772) 462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY: STATE:
PHONE (DAYTIME):
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
ST. LUCIE CO CERT. #:
FAX:
CITY: STATE:
PHONE (DAYTIME: FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
SLCCC: 9123109
Revised 06130117
STATE:
ZIP:
ZIP:
ZIP: