Plans (43) t I S 60 Sw 6t I s+- Ave 7, cvc_ o>( 6t-7).a-
fe,,,rceA # W201637
C> ;-014sr
OFFICE COPY
CITY OF TIGARD
REVIEWED FOR CODE COMPLIANCE
Approved:Nki j
OTC: [ j
�-- Pei„zit#: r ,s-r-&O 17 oe- 3 1
Address: 1 15-CO yS w q s�r pI I
Suite#:
IBy: -�- ' Date: 6- )4_ )
I
1
11 I S,caP
moo ` o o
EXISTR G SINGLE-STORY
RESIDENCE
1 O
0 O
l I
Sw 611" Avg
,mss T.-cr/?c�z3)
7, 5-& G Stv 4,/17-----A.,-
FE
r 58'-0" >I( 14'-0"-1
N JUN . � Z01/ >
FOUNDATION SUPPORTWORKS S3 ITY OF -1e. 1
HP288 HELICAL PIER 13t !WING Div f-;. U >
@ 7'-0"o.c. MAX c"j
PER 1&2/S4 -
Z Q N
TYPICAL 10 LOC'NS I O 0_ �' rn
I L_L__ CO -, IY
O 20 ® ; Z cr
0 0 o
®
O UI C
0C 0 Q
I w _ ISI O Q '- I—
' ¢ -I 1 / c �
I ; cc i-
®®
I 0 co
O
- EXISTING SINGLE-STORY ;
rn RESIDENCE ' I
N
I �
®
I '
I '
I I
I
I '
I '
O
10 ® ®
' I
NOTES:
I I
1. ALL PIERS SHALL BE INSTALLED TO A MINIMUM DEPTH AREA OF WORK
OF 8'-0" BELOW GRADE.
2. CIRCLE W/#REPRESENTS LOCATION OF FOUNDATION DIMENSIONING NOTATION
SUPPORTWORKS HP288 HELICAL PIER-LOCATIONS TAKES PRIORITY OVER
SHOWN ON PLAN ARE APPROXIMATE AND SHALL BE - DRADRAWWI. DO
NGSS.. NOT SCALE
LIMITED BY THE MAXIMUM SPACING SHOWN IN THE
TABLE BELOW AS WELL AS THE REQUIREMENTS OF REVISIONS:
THE PROJECT PLANS AND CALCULATIONS. PENGO RS-7 PENGO RS-7 MINIMUM MAXIMUM
3. DIMENSIONS PROVIDED ARE BASED ON TERRAFIRMA PILE TYPE HELIX PLATE SLEEVE MAX MIN. INSTALL MAX. INSTALL INSTALLATION INSTALLATION MORTIERANG ENGINEERS
FIELD PERSONNEL OBSERVATIONS-TO BE VERIFIED CONFIGURATION LENGTH LOAD PRESSURE PRESSURE TORQUE TORQUE 1355 OAK ST,STE 200
4. UNDERFLOOR FRAMING CONFIGURATION AND EUGENE,OR 97401
ORIENTATION TO BE VERIFIED PHONE: 541-484-9080
5. EXISTING CONCRETE FOOTING AND STEM WALL HELICAL PILE 10-12 48" 7350 LB 700 PSI 2300 PSI 2100 LB-FT 7500 LB-FT FAX: 541-484-6859
(USEABLE)CROSS SECTION MUST BE A MINIMUM OF DATE: 6/13/2017 BY: BS
6"X30". NOTIFY ENGINEER PRIOR TO PIER
INSTALLATION IF EXISTING FOUNDATION DOES NOT WORK ORDER NO.
MEET OR EXCEED THE MINIMUM REQUIREMENTS. 21175
6. CONSIDER` ND DESIGN
THE MOST EXTREME LOADING 0 EXISTING FOUNDATION/FRAMING PLAN W/ NEW PIERS SHEET 1 of
CONFIGURATION TO BE APPLIED TO ALL PIER Scale: 1/8" = 1'-0"
LOCATIONS.
5
Page 11
N S
I, 1
f
,„,„ up LLI ui
> >- Z > N
0 I—
LL O7
cc
1r '' / W rn O
1 II ;I Cr 0
'I 1 I Ll_ W ��R
III II Q - CO V
�I II 1 1 1 7 Q ,- �
11 II C
I' II /
I' II
I )
I ''
I II 0
I —: I II
1� 1 II I
11 I II
1 1 11
1i I II
1 I II
II I II
I I II
II I II
1' I II
1' I II
II I II
1� 1 II
I II
1 I II
II I II
II I II
1 1 11
1� I II
11 I II
1 1 II
1' I II
II I II
II I II
I� I II
I
i DIMENSIONING NOTATION
1' 1_ _ _ ,1 TAKES PRIORITY OVER
T SCALE. DO NOT SCALE
DRAWINGS.
REVISIONS:
MORTIER ANG ENGINEERS
1355 OAK ST,STE 200
EUGENE,OR 97401
PHONE: 541—484-9080
FAX: 541-484-6859
NOTES:1) PIER ANALYSIS AND CALCULATIONS ASSUME ROOF 1 EXISTING ROOF PLAN DATE: 6/13/2017 BY: BS
FRAMING CONFIGURATION SHOWN IN BUILDING Scale: 1/8" = 1'-0" WORK ORDER NO.
SECTION -CONTRACTOR TO NOTIFY ENGINEER IF 21175
"LIFT" IS ACHIEVED PRIOR TO REACHING
INSTALLATION PRESSURE AND/OR SPECIAL LOADING SHEET
CONDITIONS REQUIRE A REDUCTION OF THE 2 OF
SPECIFIED INSTALLATION PRESSURE/TORQUE. S 2
5
Page 12
I I
Z W N
W Q CV
/ W rn 0
0
UNFINISHED ATTIC 0 N
LU CC
I— Cr g
Q g Lo
h r:17
0
FIRST FLOOR
r
CRAWL SPACE
i ( I i Hi
MAXIMUM ASSUMED SPAN FOR DIMENSIONING NOTATION
TYPICAL FLOOR JOIST= 14'-0'' TAKES PRIORITY OVER
SCALE. DO NOT SCALE
DRAWINGS.
TYP REVISIONS:
PER PLAN Mir
MORTIER ANG ENGINEERS
1355 OAK ST,STE 200
EUGENE,OR 97401
PHONE: 541-484-9080
FAX: 541-484-6859
DATE: 6/13/2017 BY: BS
WORK ORDER NO.
NOTE: 21175
1) TYPICAL CONSTRUCTION ASSUMED AS EXISTING BUILDING SECTION W/ NEW HELICAL PIERS
SHOWN -CONTRACTOR TO VERIFY PRIOR TO 1Scale: 1/4" = 1'-0" SHEET
PIER INSTALLATION. 3 OF
SS
5
Page 13
DWG NOTE:
1) DRAWING REPRODUCED WI PERMISSION FROM
FOUNDATION SUPPORTWORKS INC.
NOTCH FOOTING
FLUSH W/STEM WALL NOTES:
ISI
NOTES:
1. MINIMUM MATERIAL REQUIREMENTS:
CAP PLATESHAFTS-Fy=60 ksi,Fu=70 ksi
LLJ
1. MINIMUM MATERIAL REQUIREMENTS: (FS288C) A COUPLERS-Fy=70 ksi,Fu=80 ksi v/ (..) W Cr)
BRACKET WELDMENT-ASTM A36 BRACKET HARDWARE 1O' .' HELIX PLATES-ASTM A572 Gr.50 > 5- Z > N
EXTERNAL SLEEVE -Fy=50 ksi,Fu=62 ksi SEE NOTES SHAFT COUPLING HARDWARE-(2)-0 3/4" f (f) W Q
CAP PLATE-ASTM A572 GRADE 50 5 CV
' ''..5XISTING GRADE 8 BOLTS WITH NUTS CI .
BRACKET , .STRUCTURE;. LL - U)
BRACKET HARDWARE- (FS288BL) . , 2. ALL WELDING TO BE IN ACCORDANCE WITH AWS D1.1 .- 0
(2)-03/4°x 16"LONG GRADE B7-Fu=125 ksi j\\ TEMPORARY \\% 02.875 O.D.x 0.276 WALL LATEST ISSUE WITH E70-XX MIN ELECTRODE. < O >
ALL-THREAD ROD WITH NUTS / EXCAVATION gr
/\ CI-
• BLANK EXTENSIONS 3. HELIX PLATES HAVE A NOMINAL 3"PITCH WITH N '� CC
(HWTR-S210-Z-075-16&HWH8N-Z-075) ///\ /\\/ • (NO HELIX PLATES) LEADING AND TRAILING EDGES BEING NO MORE THAN%4" cr a Q
/\/\ \, \ ��v / /� OUT OF PARALLEL. Q
OPTIONAL BRACKET HARDWARE- %\/ / / \ \/\/\\j\\/ i n Q - �-
EXTENSION LENGHTS
(2)-03/4"x 16"LONG AISI 1045-Fu=120 ksi /\ \ \ \ /\ \ SHAFT LENGTH PART NO. SHAFT OVERALL 4. LEADS AND EXTENSIONS ARE AVAILABLE AS EITHER
CONTOUR(COIL)THREAD ROD WITH NUTS j\\ \ \ \ \ \\ [SEE TABLE] HP288E2 18.00 23.00 PLAIN STEEL OR HOT-DIP GALVANIZED IN ACCORDANCE
(HWCR-S250-Z-075-16&HWCN-Z-075) / / / / / WITH ASTM A123.A"-G"IS ADDED TO THE END OF THE
\ \ \ \ \ \ \ HP288E3 30.00 35.00 PART NUMBER TO DESIGNATE PART AS HOT-DIP
\ \ \ \ \ \ \ HP288E4 42.00 47.00 GALVANIZED. 0
2. ALL WELDING TO BE IN ACCORDANCE WITH AWS D1.1 \ / / -� HP288E5 54.00 59.00
LATEST ISSUE WITH E70-XX MIN ELECTRODE. / /\ \ /Q [c.: \ \ \ _/� HP288E778.0083.005. SHAFT COUPLING HARDWARE IS PROVIDED AS3. BRACKETS,CAPS,AND SLEEVES ARE AVAILABLE AS \ / \ \ � OLENGTH HP288E0 114.00 119.00 ELECTROZINC PLATED IN ACCORDANCE WITH ASTM B633.
EITHER PLAIN STEEL OR HOT-DIP GALVANIZED IN /\/48 EXTERNAL/\ i \
ACCORDANCE WITH ASTM A123.A"-G"IS ADDED TO THE I // // / [SEE TABLE] 6. THE SAME HELIX PLATE CONFIGURATION WITH
END OF THE PART NUMBER TO DESIGNATE PART AS /\\ SLEEVE \/ \/\/� LONGER OR SHORTER SHAFT LENGTHS MAY BE
HOT-DIP GALVANIZED. /\/ (FS288ES48)/\ / / / / POSSIBLE WITH OTHER COMMONLY STOCKED OR
/x/x/�/\/\ \ COUPLER CUSTOM FABRICATED PARTS BASED ON THE PROJECT
4. BRACKET HARDWARE IS PROVIDED AS ELECTROZINC j\\//\\//\/\\//\\/ /\\// / SPECIFIC REQUIREMENTS.
PLATED IN ACCORDANCE WITH ASTM B633. /\/\ \/\/\ \/\ \ �
/\ //\ \//\//\/ � 02.875 O.D.x 0.276 WALL
�/ f LEAD SECTION
-- 6.7500 r (HP288L7H02-3850)
HP288 �1
PIER SHAFT ,1
111
03.50 O.D.x 0.281
mos Ins_ I �� OVERALL LENGTH WALL x6.00 LONG DIMENSIONING NOTATION
1 M 2 x 00.84 THRU
4.0000 8.0000
[84.0000] TAKES PRIORITY OVER
Thai al
1-
1- -1 LIFT ' ' 0000 • 200 SCALE. DO NOT SCALE
• DRAWINGS.
0.38 x 012.00 + 2 x O4"BOLTS
IIII 'I HELIX PLATE WITHNUTS REVISIONS:
�,- 8.1914 1.50 • I (HWSBB-Z-075-425
`n I I�n In • &HWSJ5N-Z-075)
30.0000 1.50 MORTIER ANG ENGINEERS
.. 2.00 2 x 00.84 THRU 1355 OAK ST,STE 200
111
14.004 EUGENE,OR 97401, ,:.
ASSEMBLY DETAIL COUPLE PHONE: 541-484-9080
FAX: 541-484-6859
0.38 x 010.00 DATE: 6/13/2017 BY: BS
4.0000 1 HELIX PLATE
45°MITER WORK ORDER NO.
21175
0 HP288 PIER DETAILS SHEET
10-12 HELIX CONFIGURATION 4 of
Scale: 1" = 1'-0" 2
Scale: 1/2" = 1'-0" S 4
5
Page 14
DWG NOTE:
1) DRAWING REPRODUCED W/PERMISSION FROM
FOUNDATION SUPPORTWORKS INC.
111
1—
Q (ip W V W co
iPI
^ > W Q N
N.
NOTE: 11 1 rn (I) CC
1) CONTRACTOR TO CONSULT ENGINEER PRIOR TO PIER INSTALLATION IF Aif
BUILDING CONFIGURATION AND/OR CONSTRUCTION REQUIRES PLACEMENT OF W O
CC
A PIER BELOW AN OPENING
w oma[
,. ni a[ 0Q
12 < Eo
NO PIER PLACEMENT ZONE 0
@ HATCHED REGIONSI i
r A rr A
0.
0-r-iit
i
rr,,----- . .4
k
rimy . , d •
affil t nliC_ E19�IJ CIii1 EPM EI`il q DIMENSIONING NOTATION
'! '! '! IF IF '! TAKES PRIORITY OVER
�� �� �� II Ill �� IIIV
SCALE. DO NOT SCALE
DRAWINGS.
REVISIONS:
IF
MORTIER ANG ENGINEERS
1355 OAK ST,STE 200
00 _ EUGENE,OR 97401
PHONE: 541-484-9080
t FAX: 541-484-6859
I, DATE: 6/13/2017 BY: BS
WORK ORDER NO..-40 .
21175
0 PIER PLACEMENT DETAILS oteN, SHEET OF
Scale: 1/4" = 1'-0" k. 5
S5
ape: 5
4.0101
Page 15