Plans (22)1111.11.11.111.1
Mr. Jeffrey Wang October 17, 2023P `' g e 13
Foundation Inspection
10606 SW Titan Ln
Tigard, OR
expressed or implied by this report. If we can be of further assistance or should you have any
questions about this report, please do not hesitate to contact us.
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Sincerely, IQ
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EXPIRES:1 Ew®
Tecchnicihnici
Edward Crabaugh P.E.
Field T
Luis
Managing Principal
an
Attachment Foundation and Elevation Assessment Plan (SK-1)
Ram Jack Helical Pile Detail with 4038 Bracket(SK-2)
Footing & Pile Calculations
Ram Jack 4038 Bracket Shop Drawing
Ram Jack 2 7/8" Helical Pile Specification
P.O.Box 10393/Eugene,OR,97440/541.393.7363/WWW.NWENGGROUP.COM
111.111.11.111/.1111.11
01
O a,
02 3" FIREPLACE
,N-, 0 illi
SEPARATION FROM
X X WOOD SIDING @ TOP
2-CAR GARAGE
ENTRY
FENCE(TYP.)
FOUNDATION & ELEVATION ASSESSMENT PLAN „
RFD FRoF4, LEGEND !'
...c, ,,ctNE.fi�sO
e48•*
® -- HELICAL STEEL PILE (10.0 KIP CAPACITY)
r 7- —i
t�0l� J`7 27' 14q� \" NORTHWEST JEFFREY WANG SHEET:
�-'D w CF'N. 10606 SW TITAN LN S K-1
TIGARD, OR SCAE
:
EXPIRt S:I 3� 2 ENGINEERING GROUP D .
P.O. BOX 10393 31S = 10 7I2
EUGENE, OR 97440 (541)393-7363
I %
I EXISTING BRICK
CHIMNEY
I CHIP-OUT POCKET IN EXISTING
I FOOTING FLUSH WITH FOUNDATION
WALL AS NEEDED TO INSTALL
I BRACKET.
EXISTING FOOTING I
BRACKET MUST SUPPORT THE
L P. BOTTOM OF THE FOOTING
10(rs,v___
'41111141
Fe h
0
J
W
LI
(2)%"SIMPSON TITEN
HD (4"EMBEDMENT)
(SPECIAL INSPECTION
NOT REQUIRED)
HELICAL PILE (REF.TABLE 1)
TABLE 1
PILE PILE MIN.
BRACKET P . SERVICE INSTALL
_ LOAD TORQUE
4038 2 7/e" 10.0 KIP 2,800 FT-LBS
i
SAFETY FACTOR=2.5
•t�4�'D PROFS
4i�G1NE6. I5/
64 8"- - TYPICAL HELICAL PILE DETAIL
O11-9' O ?7, 's A,..,. NORTHWEST JEFFREY 10606 SWIT TAN LN ANG SHEET:
v✓. Cg SK-2
EXPiRES:I ENEENGINEERING GROUP TIGARD,OR P.O. BOX 10393 SCALE: DATE:
EUGENE, OR 97440 (541)393-7363 3/4"= 1'-0 10/17/2023
.
NORTHWEST PILE CALCULATION Date: 10/17/2023
ENGINEERING GROUP Designer: Edward Crabaugh,P.E.
P.O.Box 10393 Project: Jeffrey Wang
Eugene,OR,97440 10606 SW Titan Ln
Tigard,OR
Design Loads: Chimney Load:Piles 01&02
Weight of Brick = 40 psf
Wall Length = 5.58 ft
Wall Height = 17 ft
Weight of Brick = 40 psf FtE� PFtpcfi
Wall Length = 9 ft �g<< aG1NF O
Wall Height = 9 ft �[� "P _y
648--
Weight of Concrete = 150 pcf j��
ChimneyFootingArea = 40 ft2inin •. . -
Footing Height = 0.5 ft q / 27, Iq' �J�
}p W. CRP
Total Weight of Chimney = 10034.4 lbs EXPIRES:I ID®
Number of Piles = 2
Pile Working Loads:
Pile Service Load,PTA= 5017 lbs
Pile Design Load= 10000 lbs assume possible (2)wythes for 80 psf brick load
Pile Ultimate Load,PuLT = 25000 lbs *Safety Factor of 2.5 Applied
Minimum rile installation toraue
Qu2i-
7nm:r: — l;
r
Required ultimate soil capacity(Quit) = 25000 lbs
Pile 0= 2 7/8"
Torque factor(Kr) = 9
Minimum pile installation torque, (Tmi„) = 2800 ft-lbs
Bracket= 4038
Bracket Allowable Capacity= 19,700 lbs
Page 1
4038 SIDE LOAD BRACKET
8 3W Hi�
3.5"0 BRACKET
.I.
SLEEVE
FY=MIN.65KSI ll
%"BENT PLATE I I •.�. „ill,
SEAT(ASTM A36) _J11 \ \ _ �'___
Ii
O 1.....
III
OI
%" GUSSET \ \ 4038 BRACKET
PL(ASTM A36) le 3�2" II
10"
i,
2T/B"0 PILE w/0.216"
SIDE VIEW TOP VIEW WALL THICKNESS
(Fy= MIN.65 KSI)
FASTENING STRAP
I_, w/1"D ALL-THREADS III LOAD CHART _
MI \ ULTIMATE PILE ASSEMBLY 39,400 LBS
0 0 CAPACITY
O 0
o I I ALLOWABLE PILE
ASSEMBLY CAP.(S.F.=2) 19,700 LBS
HELICAL PLATES AS
\ \ REQUIRED FOR
BEARING AREA 90 IN COMPRESSION AND
FRONT VIEW TENSION LOADS _
NOTES: M
1. HOT-DIPPED OR COLD-SPRAYED GALVANIZING OR POLYETHYLENE
COPOLYMER THEMOPLASTIC COATING. INSTALLATION
2. MANUFACTURER TO HAVE IN EFFECT INDUSTRY RECOGNIZED WRITTEN TYP.NOT IN IN SCALE
QUALITY CONTROL FOR ALL MATERIALS AND MANUFACTURING PROCESSES.
3. ALL WELDING IS TO BE DONE BY WELDERS CERTIFIED UNDER SECTION 5 OF
THE AWS CODE 01.1.
4. THE CAPACITY OF THE UNDERPINNING SYSTEM IS A FUNCTION OF MANY THIS DRAWING AND us CONTENTS
ARE CONFIDENTIAL AND F ) RAMJAC K
INDIVIDUAL ELEMENTS, INCLUDING THE CAPACITY OF THE FOUNDATION, EXCLUSIVER PROPERTY OF RAM
BRACKET, CASING,SOIL STRENGTH,AND BEARING STRATA,AS WELL AS THE JACK SYSTEMS DISTRIBUTION,LLC. �
,
STRENGTH OF THE FOUNDATION BRACKET CONNECTION AND THE QUALITY COPIES
NOPUBLICATION MAY BE MADEDISTRIBUTION WITHOUT THE
OF THE INSTALLATION OF THE PILE.YOUR ACHIEVABLE CAPACITIES COULD EXPRESSED WRITTEN CONSENT OF
RAM JACK SYSTEMS DISTRIBUTION, REV.1
BE HIGHER OR LOWER THAN THOSE LISTED DEPENDING ON THE ABOVE LLC.ALL RIGHTS RESERVED UNDER 4038 SIDE LOAD BRACKET
FACTORS. COPYRIGHT LAWS. 3S".ALE
DRAWN BY DATE: 9/2812022 SHEET 1 OF 1
2 . 875"O HELICAL PILES AND ANCHORS - UPSET CONNECTION
-\L\ � � 1. 6"
(TYP.)
00 00 • 00 00 00
IA" _ A" - - "A"
r LEAD SECTION HELIX EXTENSION EXTENSION
MECHANICAL TORQUE RATING - 7,500 FT-LB
LEAD SECTION TABLE HELIX EXTENSIONS ULTIMATECAPACITY(TENS/COMP) - 67.5KIP*
ALLOWABLE CAPACITY(TENS/COMP)-33.8 KIP*
CAT.# "A" "B" "C" "D^ CAT# "A" "B" "BASED ON A TORQUE FACTOR(Kt) = 9
6125 5'-0 8" 8605-8 5'-0 8"
6140 5'-0 8" 10" 8605-10 5'-0 10"
6142 5'-0 10" 12" 8605-12 5'-0 12" gy"
6143 7'-0 10" 12" 8607-10 7'-0 10" lek
6147 7'-0 8" 10" 12"
6148 7'-0 10" 12" 14" EXTENSIONS
6188 10'-0 10" 12" 14" "A" it) w I
CAT# —e- 7/e"0 HOLES TO
*MULTI-HELIX ARE SPACED 3 DIAMETERS 8602 2'-0 ` ) ACCEPT 3/4 0
OF THE LOWEST HELIX. 8605 5'0 1 ( THRU BOLTS
8607 7'-0 I
8610 10'-0
NOTES: _ 27/e"O.D PILING
1. POLYETHYLENE POLYMER THERMOPLASTIC COATING PER ICC-ES AC 228.(GALVANIZED AND
UNCOATED PILES AVAILABLE UPON REQUEST) CONNECTION
2. LEAD AND EXTENSION SECTION LENGTHS ARE NOMINAL. DETAIL
3. SHAFT MATERIAL IS 27/e"O.D.,0.217"WALL, MINIMUM Fy=65 KSI AND Fu=80 KSI,ASTM-A500.
4. HELIX BLADE MATERIAL IS HOT ROLLED, MINIMUM Fy=50 KSI AND Fu=80 KSI CARBON STEEL. PLATE
THICKNESS IS AVAILABLE IN%"AND Y2"THICKNESSES.
5. NOMINAL SPACING BETWEEN HELICAL PLATES IS THREE TIMES THE DIAMETER OF THE LOWEST
HELIX.
6 MANUFACTURER OASSURANCE FORT
ALHMATER MATERIALS AND MANUF CAVE IN EFFECT INDUSTRY TUR NGNPROCESSESEN QUALITY CONTROL AND C (f RAMJACK
7. MANUFACTURER SHALL BE ISO CERTIFIED. ��jj
8. ALL WELDING IS TO BE DONE BY WELDERS CERTIFIED UNDER SECTION 5 OF THE AWS CODE D1.1. owe.ao.:2e75n3 CATALOG NO.:SEE TABLES Ev.1
9. ALL COUPLING BOLTS TO BE 3/4"0,SAE J429 GRADE 8 BOLTS.(SAE J429 GRADE 5 IF GALVANIZED). SCALE DRAW BY DATE: onivia SHEETi of
3,6+1'-0 SA