Plans GENERAL STRUCTURAL NOTES „s„4-s ,i °
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THE STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS.THE CONTRACTOR BEARS THE
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RESPONSIBILITY OF IMPLEMENTING THESE REQUIREMENTS INTO THE FINISHED WORK, '
TEMPORARY CONDITONS: INSPECTION&TESTING: lup
THE PIER SYSTEMS AND EXISTING FOUNDATION ARE DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. CONTINUOUS SPECIAL INSPECTION IS REQUIRED DURING INSTALLATION PER 2012 IBC SECTION 1810.4.12.IN LIEU OF 4 U
THE CONTRACTOR BEARS ALL RESPONSIBILITY FOR MEANS AND METHODS OF PIER INSTALLATION AND CONTINUOUS INSPECTION,PERIODIC INSPECTION IS ACCEPTABLE PROVIDED IT IS APPROVED BY THE JURISDICTION.
ASSOCIATED MOVEMENT OF THE EXISTING STRUCTURE. FOR PERIODIC INSPECTION,THE INSPECTOR SHALL WITNESS THE INSTALLATION OF 20%OFALL PIERS.THE SPECIAL N/
INSPECTOR WILL RECORD THE PROJECT LOCATION, DATE, PERMIT NUMBER, PIER LOCATIONS, PART DESCRIPTION, 4 P
DESIGN CRITERIA: PIER DEPTH AND INSTALLATION PRESSURE,
THE PIER SYSTEM IS DESIGNED TO IMPROVE THE SERVICEABILITY OF THE EXISTING STRUCTURE,AND IS VOLUNTARY. LOAD TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ASTM METHOD D1143(QUICK METHOD) ON 20 -
THE DESIGN WAS BASED ON THE CRITERIA OF THE 2014 OREGON STRUCTURAL SPECIALTY CODE AND 2012 PERCENT OF PIERS BUT NOT LESS THEN(2)TOTAL PIERS AND WILL BE SELECTED BY THE SFECIAL INSPECTOR.AN
INTERNATIONAL BUILDING CODE. INSTALLATION PROCEDURES SHALL BE IN ACCORDANCE WITH ICC-ES EVALUATION ALIGNMENT LOAD SHALL BE APPLIED TO THE PILE PRIOR TO SETTING THE DEFLECTION MEASURING EQUIPMENT TO
REPORT UES 289.THE FOLLOWING LOADS WHERE USED FOR DESIGN: ZERO OR A REFERENCE POSITION.THE ALIGNMENT LOAD SHALL BE NO MORE THAN 10%OF THE ALLOWABLE LOAD
DEAD LOADS (AL). INCREMENTAL LOADING SHALL BE IN ACCORDANCE WITH THE FOLLOWING SCHEDULE.
ROOF DEAD LOAD 15 PSF TEST LOADING SCHEDULE HOLD TIME MAX DEFLECTION U3
FLOOR DEAD LOAD 12 PSF ALIGNMENT LOAD(10 DL MAX) 0 MIN,
WALL DEAD LOAD 10 PSF 0.25 AL ,UNTIL STABLE
CONCRETE 190 PCF 0.50 AL UNTIL STABLE w > .r
ROOF SNOW LOAD 20 PSF 0.75 AL UNTIL STALE crril w I m
1.00 AL ,UNTIL STABLE Z «
FLOOR LIVE LOAD(RESIDENTIAL) 40 PSF 1.50 AL UNTIL STABLE 4 0 a
1.25 AL UNTIL STABLE }-- cc 0
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PUSH PIER MATERIALS: 1.75 AL. UNTIL STABLE W Q - O
2.00 AL ,HOLD FOR CREEP TEST(SEE BELOW 0.04 INCHES ~ d g - ''
BRACKET PLATES ASTMA36 1.75 UNTIL STABLE
PIER TUBES ' AST1MA6-00 GRAM P.OR C 1.50 AL UNTIL STABLE 0
EXTERNAL SL EVA ASTMA50�GRAD-E B OR C 1.25 AL '!UNTIL STABLE u
PIER CAP ASTM -629 GRADE:50 1.00 AL :UNTIL STABLE
ALL-THREAD ROD ASTMA193 GRADE B7 0.75 AL UNTIL STABLE
STEEL ANGLE SHAPES ASTMA36 0.50 AL UNTIL STABLE
SHAFT COUPLER ASTM 513 TYPE 5 25 UNTIL STABLE
SHAFT COUPLING HARDWARE GRADE 8 BOLTS WITH NUTS LOAD TESTING CREEP ACCEPTANCE CRITERIA SHALL BE NO GREATER THAN 0.04 INCHES WITHIN A 10 MINUTE PERIOD.
HELIX PLATES(ROUND SHAFT) ASTMA572 GRADE 50 GENERAL
IF MOVEMENT IS OBSERVED GREATER THAN 0.04 INCHES WITHIN THE 10 MINUTE PERIOD THE LOAD TEST SHALL BE STRUCTURAL
WELDING SHALL CONFORM TO AWS D.1.1 WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH AWS HELD FOR AN ADDITIONAL 50 MINUTES,THE PIER IS TO BE DEEPENED AND RE-TESTED, OR THE PIER IS TO BE NOTES
REQUIREMENTS. USE E70 ELECTRODES OF TYPE REQUIRED FOR MATERIALS TO BE WELDED.COMPONENTS OF ABANDONED AND REPLACED WITH A NEW PIER.F THE LOAD TEST IS TO BE HELD THE PIER MOVEMENTS SHALL BE
THE PIERING SYSTEM ARE FABRICATED BY BEHLEN MANUFACTURING COMPANY,AN ISO 9001 CERTIFIED MEASURED AT 15,20,30,4(1,50 AND 60 MINUTES.THE CREEP VERSUS THE LOGARITHM OF TIME SHALL BE PLOTTED.
FABRICATOR. IF THE CREEP RATE IS LESS THAN 0.080 INCHES BETWEEN 6 AND 60 MINUTES,THE LOAD TEST SHALL BE CONSIDERED
SUCCESSFUL.
THE PUSH PIER DESIGN INCLUDES A SCHEDULED LOSS IN STEEL THICKNESS DUE TO CORROSION FOR BLACK, z
UNCOATED STEEL.ANCHORS ARE DESIGNED FOR 50-YEAR SCHEDULED SACRIFICIAL THICKNESS LOSS IN PUSH PIER TEST PRESSURE(PSI): [ALLOWABLE LOAD]x 2/9.2 SQ. W. a
ACCORDANCE WITH CC-ES AC358. °
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PUSH PIER INSTALLATION: OFFICE COPY Lu
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THE PUSH PIER SYSTEM SHALL BE INSTALLED PER MANUFACTURES RECOMMENDATIONS. i CITY OP TIGARD �� ucrur �u. Q
REVIEWED FOR CODE COMPLIANCE
MINIMUM INSTALLATION PRESSURE ARE DETERMINED BY THE FOLLOWING EQUATION:PUSH PIER INSTALLATION coaPIfarp
PRESSURE(PSI)EQUALS[ALLOWABLE LOAD} x 2/9.2 SQ. IN. REFER TO PLAN FOR INSTALLATION GAUGE PRESSURES. Approved: I mac,'\�' G 1 N 4-t...SU✓� cwt
OTC: `K, 40 73.26 -A PROJECT NO.
PILES ARE TO BE GRAVITY SPLICED WITH FITTING COUPLERS. BUILDING WEIGHT WILL ENSURE JOINTS DO NOT i ` r'- S101-332
SEPARATE MINIMUM INSTALLATION DEPTH IS 30'-0"± UNO.CONSULT ENGINEER OF RECORD IF FIELD CONCITIONS Permit#: 1>'1 ztala 17 ' c'b O 8 ... DATE:
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Address: 19.3 9a sw RRA AJ °c,,, OREGON .f..\' 2117/17
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