HomeMy WebLinkAboutDaggett - In house engineering Product Key:
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Driveway
Intellibrace
C Channel
Wall Anchors
42' M
Garage
F
U 22'
a
HVAC
y I I I I
w 5' 5' 5' 5' 5' 4' 4' 4' 2'
W
3'
Deck Fdirect
by certify that this plan, specification,
t t t ort was prepared by me or under my
General Installation Notes: supervision and that I am a duly
Licensed Professional Engineer under the laws
1)Support locations shown on drawing are approximate.Actual spacing to of the state of Msotq.
be less than or equal to maximum spacing,as determined by site conditions. Signature:
2)Maximum spacing of IntelliBraces and foundation wall anchors is 3 feet Name: R. Andrew Schlarman II
from comer and 5 feet 6 inches on center. Date: 3/29/2023 License Number: 60792
Property Address: 6727 Jefferson Street Northeast, Fridley, Minnesota 55432 INNnVATIVE'
Job Description: Install four (4) IntelliBraces and five (5) foundation wall anchors at BASEMENT AUTHORITY
the approximate locations shown in sketch above. L:,,,,,� ,:;
Permit Application - Grip-rite Wall Anchor System
ANCHOR DISTANCE, Ad
GRADE
45'-a1/2
j ' -
= WALL PLATE PASSIVE WEDGE
COUPLER FAILURE PLANE
J N /
O N oti
I I
U.
o ANCHOR ROD
w
x = ox ACTIVE WEDGE o
w FAILURE PLANE EARTH ANCHOR o 0
x
45—,1)/2 _ u
x �
r �
w
o D
� �
z
~ate
w"
Grip-Tite Wall Anchor System
Site Conditions/Site Geometry:
Height of Wall, Ham,= TO"
Height of Soil (Backfill), H s = 6'0"
Hydrostatic Head, Hhyd = N/A
Grip-Tite Wall Anchor System Installation Requirements:
Minimum Anchor Distance, Ad = 1 O'811
Height of Anchor, Ha = 31011
Depth of Earth Anchor, Dea = 41411
I hereby certify that this plan, specification,
Spacing �� or report was prepared by me or under my
Maximum Anchor S
P g = 5 6 direct supervision and that I am a duly
Licensed Professional Engineer under the laws
of the state of Minnesot .
Signature: /(•
Special Requirements: Name: R. Andrew Schlarman II
Date: 3/29/2023 License Number: 60792
seal/signature/date
Permit Application Section Sketch
T CMU Wall Chart - Variable Fill Heights - Variable Soil Parameters
Soil Investegation/Properties Typical Soils
Yd=110 Ib/ft3 GM -Silty gravels, poorly graded gravel and clay mixes
(�=26° GC-Clayey gravels, poorly graded gravel and clay mixes
c.=60.0 Ib/ft3 SM -Silty sands, poorly graded sand-silt mixtures
c=500 Ib/ft3 SM-SC-Sand-silt clay mix with plastic fines
MIL- Inorganic silts and clayey silts
_ a
7 7' 3.5' 6.3' 12.0' 4.8' 4027
I 6' 6' 3.0' 6.0' 10.6' 4.3' 3876
I�I I—L
II�JI
5' S' 2.5' 5.0' 9.1' 3.8' 3725
— = t
O LLtic
4' v 4' 2.0' 4.0' 7.7' 3.3' 3574
O =
a+
bn 3' 4-
2'
s u o
c °-
m
u
n Q ov
c o
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0 0 0 0 0 -, 0 0 0 0 0 -, 0 0 0 0 0 -, 0 0 0 0 0 -, v QEE
71 ]-PR I1 IIIIII � vamN �° � � vamN �° � � vamN �° � � va7 N a - £ £ v
0 0 0 0 _ m E
> > > > > > cU > > > > > > cU > > > > > > U 0 0 0 0 > > m f0
o 0 0 0 0 0 0 � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
z c7 c7 c7 c7 c7 c7 z c7 c7 c7 c7 c7 c7 z c7 c7 c7 cD cD l7 z c7 c7 c7 c7 c7 0 °
6"CMU 8"CMU 1011CMU 12"CMU a
Notes:
1.Wall height assumed to be constant
2. Backfill may vary between 4' and 7'. Backfill assumed to be horizontal or slightly sloping away from wall.
3.Water table assumed to be 2'-0" above floor elevation-2' hydrostatic head.
4.Anchor height taken as 1/2 the backfill depth.
5. Maximum anchor spacing based on the lesser of that determined based on soil bearing capacity or 2 times the anchor
height.
6. Minimum depth of anchor determined from geometry((�), 2° down angle of anchor rod and 1/2 height of anchor
plate (8").
7.Allowable lateral bearing capacity determined based on depth of anchor plate. Capacity determined from DM7.2
Chapter 4, Figure 1, page 7.2-131.
8. Minimum anchor distance and minimum depth of anchor are based on small earth anchor. Maximum spacing and
allowable lateral bearing capacity are based on small earth anchor.
9. Calculations are based on CMU running bond pattern with f'm=1,500 psi(type N mortar)
10.Calculations referenced Chapter 9,TMS 402/602-16.
Revision A. 4-14-2020