Plans ----r
/fts r?01? - cos--2..
/3,/,, ,12,3,,12S3i ?AA7l ,2 ?c Sw bill/
�- ✓ .. l STAMP:
�: OF 1 DDn
92917 SW HILL STREET (5)BAYS AT 17-0'D.C. tomer.t if `���, ,'moo
TIGARD, OREGON
Pj20 ECT DESf72P110N: • • • • (A"""I r
PUSH PERS/HELICAL ANCHORS ARE 1D VOLUANTARILY 1QX tOK tOK 10K ;V 74940PE
INSTALLED TO PREVENT FURTHER SIIBOENC:OF THE
DOSING BLDG. 11E-BApCS ARE NOT REQUIRED. �' o o 0 o o Clif Eg 7 ? 1 i OREGON.....
LAND USE NOTA
N,✓&f 13, oarQ
PILE PISTALLA1IONS ARE SUBGRADE&DO NOT AFFECT THE I' ~s`r. r'� k� ) Y 2
H7CIEIRIOR APPEARANCE OF THE STRUCTURE :i�II '.-f . )1.1 je ',;,(';�4 +UIELW `'
tI 4'-0' I 9'-0" 4, 4'-0' 4'-0' I, 9' 0' * 4'-0' 4'-O' 4, 9'-O' , 4'-0' tI EP.: 00/300/18
2012 NIERNA110NAL BUI DNG CODE '
2a7
2
2
7K
2014 OREGON STRUCTURAL SPECIALTY CODE
DE5G1I LOADS:1O 1 1 1
ROOF DEAD WAD: 15 PSF ROOF SNOW - r I N. u —�
FLOOR DEAD LOAD: 15 PSF b b 9'_.0" +/ 'b
FLOOR LIVE LOAD: 40 PSF I I : II -,�' A 1 $
MND LOAD: NOT APPLICABLE I * �+ STARK
•N___,r- I I•N— . I I•N- . •N-4. i N. iii 1. '''
ALLOWABLE SOIL KARIM 1500 PSF /I 3'-9' 9'-0' S-9' S-9' 9'-0' 3'-9'
ALLOWABLE SOL PASSIVE: 100 PSF/FT I 4, 'r '� �I OD 1001 NES 905
STREET
I27K VANCOUVER,WA 99993
a 27K J3!0 X0.7343
-
-- ---- OUQ1r.
AL DETAIL CUTS SHALL BE CONSUMED TYPICAL AT LIKE - •6 • .�- le 1 •N-}
CONDITIONS. WERE ANY DISCREPANCIES OCCUR BETVEEN
Ptd,DETAIS,NOTES AND SPECIFICATIONS, THE GREATER RAMJACK WEST
REQUIREIFNT SHALL GOVERN. 1 990 8ETNEL DRIVE
•r + b + b EUGENE,OR 97402
ESTABLISH AND WRFC ALL GEM-TRY FOR ARCI1EC11JRAL, I? 30 10 Ti P:941.999.7177
MECHANICAL,EIF_CTRICAL, AND PLUMBING CONCERNS PRIOR b b PROJECT:
1D CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE •r ■N le •6 ""}
STRUCTURAL STABILITY OF ALL NEW AND DOMING 1k }-,
STRUCTURES DURING CONS1RUC11ON. THIS INCLUDES ay
EXCAVATIONS, COLLIAIIS,EQUWIENT LOADS,MATERIAL '1 04
LOADS, AND NIERS. OBSERVATIONS BY THE ENGEEER- io ' Z
OF-RECORD DO NOT INCLUDE INSPECTIONS OF 1EWORARY 1? a 4 g
LOADING MO STABIU1Y DURING CONSTRUCiIDN.
HELICAL AND DRIVEN Pte:
ALL PILES,HELICAL BLADES, FOUEIA11ON BRACKETS, V •g • 416 • — Z °
HARDWARE,ETC.,SNAIL BE MANLFAC1LIED BY RAMJACK, Q n O
INC.,AHO DOCUMENTED IN ESR 1854. DRIVEN&FOCAL
g e4
PILES ARE TO BE INSTALLED BY RAMJACK-CEwIED A b b
1111 b
INSTALLERS ]✓' ao m Tip -1 4t
VI
CONCRETE ANCHORS(F REQ'D)SHALL BE SIMPSON OR EQUAL N Co,
(SPECIAL INSPEC11ON REQUIRED) W., ■ 116 •N--Ar 0 E"L
EW
9 N EEC1121C I•TI N
SPECIAL INSPECTIONS OF PIE INSTALLARONS SHALL BE p�
CONTINUOUS&PERFORMED ACCORDING TO ESR 1854,SECTION 4.3,
PARAGRAPH 2. NSPEC11ON SCEDUI E SHALL CONSIST OF VERIFYING
MO DOCNAENTRO PILE MID BRACKET NUMBERS ON Sir., FOLLOMED
BY OBSERVA1KIN OF THE FIRST INSTALLATION'S LOCAIKIN,
OBEDIENT DEPTH, AND FINAL INSTALLATION TORQUE VALUE, REVISONS
CORRELATED TO THE REQUIRED DESIGN LOAD. ON-SITE LOG BOOK
FOR REMAINING MSTALLA1TONS*1.BE VERIFIED. A MAL
NSPEC11ON OF THE INSTALLED REMAINING PILES MO LOG BOOK
DATA WILL BE DOCUMENTED IN A BRIEF LETTER SUBMITTED TO THE DRANMIG TITLE:
BUILDING AUTHORITY.
FOUNDATION
`., L Ji JJ_ -' REPAIR PLAN
1. PROOF TESTING SHALL CONSIST OF LOADING AT LEAST ONE }-I I8'-0'
OF THE PIERS IN(6)EQUAL NQE#ENTS TO 150%OF THE DESIGN
LOAD. EACH LOAD NC WENT SHALL BE HELD FOR FIVE(5) LEGEND SCALE
ANNUM MID THE VERTK;AL S1RAIN MONITORED. F DE TOTAL • NDICAIES HELICAL PIER&
STRAIN IS LESS MAN 0.04', TIE ANCHOR MAY BE DEEMED 10K IMEACTOORED DESIGN LOAD SEE PLAN
ACCEPTABLE. HOWEVER,F THE STRAIN EXCEEDS 0.04', 111E (KIPS). SE 1/S2 DAIS
ANCHOR SHOULD BE DEEPENED AND RETESTED OR ABANDONED AND • INDICATES PUSH PIER&
A NEW PILE INSTALLED AHO TES1ED. } 10K IWACTORED LOAD 01/31/17
OFFICE x
Vr FOUNDATION PLAN ` INDICATES HELICAL SHEET
L 1 )
sue„ ,-, ii 11E-BACK E IINFFAG101ED c
�, J DESIGN LOAD(KIPS).SEE J
DETAIL 3/52
STAMP:
(4)/4 EQ SPACED W/ ,\<coS4,DPRS'
(5) #3 TIES EQ SPACED
C. tOmetat
749402E -
SEML.8:1 NOTE SPECIAL INSPECTION IS yy��,, DREGON
REWRED FOR EPDXY ANCHORS A'"fid t* , 1oOk 4Q
(E) PT 6X6 POST
Fla. 'iY'�'" '" i. atgEL'1N PPBZ POST BASE
•�
3' qR _ (�GRADE • .I�.11=111=11 (E)GRADE ei
fl�l.11ai 11 v �
11=11=11 1 151
1160}
vx
Al i •A a .n 4 STARK
N z . • � 1 _ . • .. • 6. • I- II II, "
. 11111111 I
•
leE MAIN STREET
, tN1H ENCASE TOP OF PIER ' •• ,II 4001 SU
— ITE 305
�' 18'O CONC CAP .4f STANDARD BRACKET �L1 MIP OUT POCKET IN(E)FOOTING VANCO VER,�98803
t
FLUSH VIMFDN WALL–POCKET
– - - - ._---#1ftwar1'1K MU
Mum10 WARM WRACK!WIDTH '
(N)NEW CONSTRUCTION BRACKET ATTACH 10(E)CONC WALL W/(2)51Y WEN
r(RAuJAq(P/N4079) § 0 STAMNESS STEEL.HIL71 HAS ROD W// HIT–RE 500 V3 EPDXY(4'EMBED) RAMJACK WEST
(N)2 7/8'0 OD X 5'-0"J 3 1/2 0 X 48'GUIDE SLEEVE EEUUGEH HEL.0 4
EXTENSIONS(RAMJACK P/N 4315) F NOTE: PILE EMBEDMENT SHALL BE (RAMJACK P/N 4107) P:541168.1177
10'-0'MIN INSTALLED PER THE PROJECT:
COLO ELATION METHODIO 2 7/6'0 EXTENSIONS(5'OR 7')
IP- ACHIEVE 2X DE=LOAD NOTED ON (RAMJACK P/N 4225 OR 4227) NOTE PUSH PI R ElBm111E1NT SHALL
(N)2 7/8'0 OD X 5'-0"LEAD W/ THE FOUNDATION PLAN BE 1O'–O'YIN INSTAIm 1T)
ACHIEVE 21 DESIGN LOAD NOTED ON L%
8'0 HELIX(RAI JACK P/N 4340) 2 7/6"0 STARTER(5'OR 7') THE FOUNDATION PLAN.
r (RAMJACK P/N 4235 OR 4237) 1 I..1 0 z
OTYP HELICAL PILEDETAIL 0 2 7/8"0 PUSH PIER DETAIL a Q
0
0
W/
HOLES O 212''O.C.7/8'0 0 ti) 0
3' TIP
N ^
M
1 L6& DETAL N V`
DRILLS1EMWALL FOR(3)3/4'0 HIL11 et "i
HAS B7 RODS.EPDXY W/HILI PO
PO
HIT–RE 500 V3(EMBED 5")PER
MANUF SPEC(SPEC IN'READ) 44 CA
CT
z• L6x6xl/2 LLV x 2 .
SEE DI.ABOVE
. 4/444401,41 1,4i
' INSTALL AT 15 DEGREE ORAING 1111E
01s r4.1 • ANGLE FROM HORIZONTAL
NOTE LOCATE ON OPPOSITE SIDE
T
Al OSON I DETAILS
(E)FOUNDATION WALL
4I
t, DRILL ANGLE AND PIPE 13/16'0 FOR
(2)3/4'0 X 6"A325 BOLTS SCALE:
NOTE: PILE EMBEDMENT SNAIL BE SEE PLAN
(N)2 7/6'0 OD X 5'-0 10'-0'MIN NSUILED PER DE
EXTENSIONS(RAMJACK P/N 4315) TORQUE CORRELATION METHOD TO DA1E:
ACHIEVE 2X DESIGN LOAD NOTED ON
it-'• (N)2 7/8'0 OD X 5'-0'LEAD W/ If FOUNDATION PLAN. 01/31/17
10'0 FELE((RAMJACK P/N 4340)
SHEET N0:
OTYP HELICAL TIEBACK DETAIL S2