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INSTALL[6)HELICAL O O O O O O O ® Berm ' c- +.� se w < w u^
04 O SITE PLAN I I m m e ° ° ° ° o i1 1i il, - a
PILES TO SUPPORT l E) / , ,u_,
RES[DFM[AL FQtDI1T10N Ad t :�� _ C'z I r__
PROJECT ADDRESS; I By: A�ice•/ DIe� ( / (� m° ,E, Z .
11140 SW MDYARE COURT 1 L'-",�-I I I a Z i- -
T IGARD, OREGON I 1 1 i g U %(n o y
O 1-1 �) A•iiyoved,plans �,
LAID USE NOTE: 0 6'-0' I I ',.- u a a
PILE INSTALLATIONS ARE SUBGRADE AND DO NOT AFFECT THE EXTERIOR APPEARANCE OF THE RESIDENCE. b 1 1 shall •e of job site. ti, 4
VI L4 IL. 2
STRUCTURAL. SUMMARY: = 13.5K1 I I �, �'w c CD
HELICAL PILES ARE TO BE VOLUNTARILY INSTALLED TO PREVENT FURTHER SUBSIDENCE OF EXISTING + V L - - - I 1 _c, I--a tr
PERIMETER CONCRETE RESIDENTIAL FOOTING. ,` L"'► I I E COPY <N .�c.,
K v Ls ~-
SPECIAL INSPECTIONS: \\ 13.5K to a-..4, a
PERIODIC SPECIAL INSPECTIONS OF HELICAL PILE INSTALLATIONS SHALL BE PERFORMED PER ESR 1854 ` b O �`
• SECTION 4.3, PARAGRAPH 2. INSPECTION SCHEDULE SHALL CONSIST OF VERIFYING AND DOCUMENTING 11 I I I + 23'-0' - r/ , z
PILE AND BRACKET PART NUMBERS ON SITE, FOLLOWED BY OBSERVATION OF THE FIRST INSTALLATION'S I I ^ I 7 0'—�{ I I `�` `I.�7 w ¢v,
I I I
LOCATION, EMBEDMENT DEPTH, AND FINAL TORQUE VALUE, CORRELATED TO THE REQUIRED DESIGN LOAD. II O
• ON-SITE LCG BOOK FOR REMAINING INSTALLATIONS WILL BE VERIFIED. A FINAL INSPECTION OF THE II Y I I I I LEGEIO: Si"
INSTALLED REMAINING PILES AND LOG 800K DATA WILL BE[XIOJ HIED IN A BRIEF LETTER SUBMITTED
TO BUILDING AUTHORITY. t0 v 0-1 I •
� INDICATES HELICAL PILE LOCATION �� 3
`t I I I I 1OK AND UPFACTORED DESIGN LOAD
REF COEE; \;t o I I (INSTALL TO 2X LOADS SHAWN) U Zo I
WORK PERFORMED COMPLIES WITH 2010 OREGON STRUCTURAL SPEC I ALTY CODE SECT. 1704.10 WITH SPCL I, N I I GARAGE 5018 ON GRADE m LL1 C
INSPECTION PROVISIONS FROM ICC REPORT. It I Q W
DESIGN CRITERIA: 11 2"v ' > O CC
DESIGN IS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE ABOVE-REFERENCED CODE. v I J� ` -+�1,�L �vCT�� 1 Q
IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS WERE USED: �� I
1111 0
I I `I TEE O( k`� V I I
ROOF: 25 PSF (+ DRIFT/SLIDING/SEE CAL(S) o I I '-' Cr
FLOOR: 40 PSF LIVE � m I I I Q
O O
PARTITION: 10 PSF \\ ``` '�. I I I I -/ BREAK OUT FOOTING•PILE —
\� L I I TO MINIMIZE ECCENTRICITY '1 i_
ALLOWABLE SOIL BEARING: 1500 PSF \\ �- 1 I SIMILAR a •-+
\\ ,1 i1- — r
7 1 1 S.O.G. _ _ BACKFILL _,
CftERAL: HELICAL PILES: s /
ALL DETAIL CUTS SHOULD BE CCSIDERFD TYPICAL AT ALL PILES. HELICAL BLADES, FOUNDATION BRACKETS, \\ NM
LIKE COMDITIOS. HARDWARE, ETC SHALL BE AS MANUFACTURED BY RAMJACK. \\\ 32' 0'
[NC. AND DOCUMENTED IN ESR 1854. HELICAL PILES \ (E)CONCRETE EDUCATION
WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS,
ARE TO BE INSTALLED BY RAMJACK-CERTIFIED
NOTES, AHD SPECIFICATIONS, THE GREATER REOUIRFlENT INSTALLERS ONLY. PROOF TEST PER NOTE, ALLOWING V IN)STANDARD BRACKET
SHALL GOVERN. NO MORE THAN 1/16' PILE MOVEMENT AFTER PROOF TESTING. \\ RAMJACK P/N 4036 z
I
_ '
ESTABLISH AM)VERIFY ALL GECJ(TRY FOR ARCHITECTURAL, CONCRETE ANCHORS: ��\ CD MAIN FL FRAMING PLAN — (N)2-7/B' OD GUIDE SLEEVE X 18' t'CONCRETE ANCHORS SHALL BE POWERSTUD, BY POWERS. EROSION �t w
MECHANICAL, ELECTRICAL, AHD PLUMBING CONCERNS PRIOR RAMJACK P/N 4100.78
TO CONSTRLCT[ON. OR EQUIVALENT(NONE REQUIRED) CONTROL ,I 1/8' = 1`-0' A a w
t NOTES t t (N)23/8' DD EXTENSIONS X 5'-0' 8 I
THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING OTHER HARDWARE: I t RAMJACK P/N 4315 _� W
C@DITICNS. DIIENSIONS, AMO ELEVATIONS SHOWN IN THE
THREADED RODS: A307 GRADE B OR BETTER (NONE READ) I1 4
I I IN)2-3/8' CO LEAD SECTION X 5'-0'
PLANS. AND NOTIFY TIE EICINEER OF ANY OISCREPAM)IES , 1 r/8' DIA HELICAL BLADE
a PRIOR TO STARTING WOW(. EROSION CONTROL;
PLACE FIBER ROLLS DOWNSLOPE OF EXCAVATIONS IN WORK 11 RAM.IAO(P/N 4340
THE CONTRACTOR SHALL BE RESPONSIBLE FOR TIE STRUCTURAL AREA TO CONTAIN SURFACE RUN-OFF DURING WET WEATHER. t t 1 1
STABILITY OF ALL NEW AND EXISTING STRUCTURES CURING COVER ALL EXCAVATIONS AID EXCAVATED SOIL WITH \1 I >- T
CCNSTRLCTION. THIS IN:LUDESEXCAVATIONS, COU S, POLYETHYLENE SHEETS OR SIMILAR TARPING TO PREVENT '�� O TYP HELICAL PILE DETAILS -- m o
WNW LOADS, MATERIAL LOADS, AMA OTHERS. COSER- EROSION AND RLN-OFF TO STREET OR ADJACENT PROPERTY. , 3/8'= 1'-0' Z s N
VATIONS BY THE ENGINEER DO NOT INCLUDE INSPECTICNS CF ,\\ - J . o a w
TEMPORARY LOADING AND STABILITY DURING CONSTRUCTION. `- -� _0
SHEET: REV:
51.0 -
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OCT 312013
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