Plans rr A202O- 002-7 I
tt133swrcx�
RECEIVED
-- v4.6 , __- SEP 15 2020
' PROJECT AMASS: 2_°•
6-0'* t �e4p PROA•f cTY - i IGARD
m33 SW r0RLA7U STREET t7' 1Nf f�% BUILDING DIVISION
PORTLAND.OREGON
PR(AFCT DESCRIPTION
PUSH PIERS/1EUCAL ANCHORS ARE TO BE VOLUNTARILY
INSTALLED TO PREVENT FURTHER SUBSIDENCE OF THE PASTING I � ROPEitn,LINE P T` 74 4OPE
BLDG. 1E-BACKS ARE NOT REQUIRED.1 AND USE NOTE -it- / •' LANE
PRE INSTALLATIONS ARE STl8GRADE&DO NOT AFFECT THE I I �.} V'
EXTERIOR APPEARANCE OF THE STRUCTURE. T',y
44AFEL Wad
'�CRITERIA; LEGEND EXPIRES: 06/30/22 LIABILITY
2O8 INTERNATIONAL BUILDING GORE gill ;LOAD
The City of Tigard and its
201E 7- STRUCTURAL SPECIALTY CODE
(RIPS).SEE DETAIL 3/Si employees shall not be
AS(E 7-10 10
DESIGN LOADS: I IO responsible for discrepancies
ROOF DEAD LOAD: 15 PSF
FLOOR
SNOW LOADOAD 25 PSF Um
whi„h may appear herein.
BOOR OEPD LOAR: IS PSF H' AREA OF REPAU "'�' ■ /'FLOOR LIVE LOAR AO PSF'WINO LOAD: NOT APPUCABLE IH3 / I OeSol s
/
ALLOWABLE SOIL BEARING 1500 PSF09W NE))TH AVENUE
ALLOWABLE SOIL PASSIVE: 100 PSF/FT 16• ELUTE zTs
VANCOUVER,WA 92662
11133 SW TORLO STREET -,,-t-°�� N "°_"»°' VALIDITY OF PERMIT
MEM: PORTLAND,OREGON
ALL DETAIL CUTS SHALL BE CONSIDERED TYPICAL Al LIKE to 7'ERRAFIRN1A
CONDITIONS. MERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, ,; THE ISSUANCE OF A PERMIT
DETAILS,NOTES AND SPECIFICATIONS,THE GREATER REOLIREVIENT BASED ON CONSTRUCTION
444 FOUNDATION SYSTF.L7P
1]119 SA,WALL CTRECI
SHALL GOVERN' PORTLAND DOCUMENTS AND OTHER
o B6E 6eE 199
ESTABLISH AND VERIFY ALL GEOMETRY FOR ARCHITECTURAL, I o i —� DATA SHALL NOT PREVENT
MECHANICAL.CRITICAL AND PLUMBING CONCERNS PRIOR ( THE CODE OFFICIAL FROM
ID calsTRucTION.noN.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE N. —'\ REQUIRING THE CORRECTION
STRUCTURAL STABILITY OF ALL NEW ANo EASING STRUCTURES SW!ORLAND STREET C ; OF ERRORS.ORSC 105.4
DURING CONSTRUCTION. 71115 INCLUDES OAYATIOHS, AINS. W Z
EQUIPMENT LOADS MATERIAL LOADS,ANDT)OTHERS OBSERVATIONS / 28'-6'
EQUIPMENT
/ :r =
BY THE ENGINEER- OF-RECORD DO NOT INCLUDE INSPECTIONS OF O SITESI PLAN
I TEMPORARY LOADING AND STABILITY DURING CONSTRUCTION. ED L. 0. rr v
W W r, W
/B6 Z ` x HELIGN AND ES,HELICAL�� J Approved plans
ALL PILES,HF11CAL BLADES FOUNDATION BRACKETS,
HARDWARE.ETC.,SHALL BE MANUFACTURED BY SUPPORTNUMCS.
INC.,AND DOCUMENTED IN LIES EVALEUATION REPORT 289. DRIVEN
a (� Z, "hall be on job s!+�.
g IrELRGAL PIES ARE m INSTALLED BY fill BACXFLL O FOUNDATION REPAIR PLAN ._
SUPPORTWORKS-CERTIFIED INSTALLERS. Z �. Q
(E)GRADE Z m unr�
t U,
L i ^
CONCRETE ANCHORS(F REVD)SHALL RE SIMPSON OR EQUAL a ^ J,.
(SPECIAL WSPECTa REWIRED) 342
SPECIAL INSPFCIIW. ilia
.,• 4. en
C T - L, ., C
SPEaAL INSPECTIONS OF PILE INSTALLATIONS SHALL BE ^'
CONTINUOUS&PERFORMED ACCORDING TO LIES ER 285,SECTION
14. INSPECTION SCHEDULE SHALL CONSIST O VERIFYING AND '.
DOCUMENTING PILE AND BRACKET NUMBERS ON SITE.FOLLOWED BY _ _
ORSERVAIION OF THE FIRSTINSTALLATION'S LOCATION,MOMENT llali-if
°METH.AND FINAL INSTALLATION-ORpIE VALUE,CORRELATED TO ! :LII
THE RE D N LOAD. ON-SITE LOG BOOK FOR REMAINING r11R II I FOOTING BEYOND
INSTALLATIONS WILL BE NERVED. A ANAL INSPECTION Cf THE
INSTALLED REMNNING PILES AM)LOG BOOK DATA VALL BE ST 4ARD BRACKET ill
CHP CUT POCKET RI(E)FWTING
DOCUMENTED IN A BRIEF LETTER SUBMITTED TO THE BUILDING (SUPPORTWORKS P F55108BL POCKET
AU1HORItt. ATTACH TO EON w/()T/2'0 K 4 i DIM TO FUJSH MATCH WALL
YIDIH FOUNDATION
1/Y SS HUT KB-12(ICC ESR-1917 fi
3,/2'0 x 48'WIDE SLEEVE ii ENCASE TOP OF PIER W/20•A 20• REPAIR PLAN
(SUPPORTWURKS P/N F55288E548) II CONCRETE
2 7/8.0 EXTENSIONS SEE PLAN
(SUPPORTWORKS P/N PP288)
NOTE PUSH PIER DEMENT SHALL
2 7/8.0 STARTER(P/N PP288)W/ BE I-0•MIN INSTALLED TO ACHIEVE •
3 1/2'0 FRICIIEN REDUCTION " 22 DESIGN LOAD NOTED ON THE
COLLAR FOUNDATION PUN.
0 2 7/8"0 TYP PUSH PIER DETAIL S
OFFICE COPY
O
DECEIVED
STAMP SEP 15 2020
fatil PRorej,
vFt��,AG4NEf� cdrr of, r; aRD
��paop BUILDING DdU15tp,J
alma WA
EXPIRES: 06/30/22
(E)2%FRAMING
0 le O.C.
�.. Am
STARK
4400 NE MN AVENUE
SUITE 275
VANCOUVER,WA 56662
P:360.566.7303
cueNTFERRAFIRMA
FOUNDATION SYSTEMS
13110 SW WALL EIREET
PORTLAND,OR 57223
P:666.066.7156
PROJECT
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FRAMING)
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Q4 ROOFFRAMING PLAN
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REVISIONS
ORANINGTI1lE
FRAMING PLANS
VAi P.
SEE PLAN
DATE.
09/04/20
SNEETNO
0 SECOND FLOOR FRAMING PLANT S2
DECEIVED
Trr�r. r_r
2020
EP 1 5
STAMP
�U�1*PROP C TIr�
�eE9s��. BUILDINCITYG; DIVISION
4 4940P
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ri s�,,'
4,MEL 06A
EXPIRES: 06/30/22
STARK
■ ► • _ •►
4400 NE 7T121 AVENUE
SUITE 276
VANCOUVER,WA 99662
P:360.566.7343
(E)2X FLOOR
FRAMING 0 16'D.C. CUE"IFERRAFIRMA
FOUNDATION SYSTEME
13110 SW WALL STREET
PORTLAND,OR 97223
P:266486.7196
PROJECT,
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REVISIONS
OFIRST FLOOR FRAMING PLAN
src waw w
DRAWINGTITLE
FRAMING PLANS
SCALE
SEE PLAN
DATE
09/04/20
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