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1. GENERAL STRUCTURAL NOTES: 6. WELDING NOTES: PROPERTY DATA:
<br /> REFER TO SUBSEQUENT PLAN AND DETAIL NOTES FOR VARIATIONS AND CONFORM TO AWS 01.1.WELDERS SHALL BE CERTIFIED IN ACCORDANCE SITE AREA:14,539 SF
<br /> REQUIREMENTS SPECIFIC TO REFERENCED PROJECT.NOTES ON WITH AWS REQUIREMENTS.USE E70 ELECTRODES OF TYPE REQUIRED
<br /> DRAWINGS TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES.ANY FOR MATERIALS TO BE WELDED. EXISTING BUILDING FOOTPRINT:1564 SF
<br /> DISCREPANCIES FOUND AMONG THE DRAWINGS,THESE GENERAL NOTES
<br /> AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ENGINEER,WHO 7. CORROSION PROTECTION: ZONING:SINGLE FAMILY(RES USE)
<br /> ' EC
<br /> SHALL CORRECT SUCH DISCREPANCY IN WRITING.ANY WORK DONE BY SACRIFICIAL DESIGN THICKNESS-CAPACITIES INCLUDE A SCHEDULED
<br /> THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE LOSS IN STEEL THICKNESS DUE TO CORROSION FOR BLACK,UNCOATED NORTH „A
<br /> DONE AT THE CONTRACTOR'S RISK. STEEL.ANCHORS ARE DESIGNED FOR 50-YEAR SCHEDULED SACRIFICIAL
<br /> THICKNESS LOSS IN ACCORDANCE WITH ICC-ES AC358.
<br /> THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE SPECIFIED 1 ADJACENT PROPERTY, ENGINEERING I�
<br /> VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL 8. INSTALLATION: I " #3872900060
<br /> STRUCTURAL ELEMENTS HAS BEEN COMPLETED.STABILITY OF THE SYSTEM TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. 113'-0" C3NIAN Y:
<br /> STRUCTURE PRIOR TO COMPLETION IS THE SOLE REASONABILITY OF THE INSTALLATION PRESSURES BASED ON 3 1/2"0 CYLINDER BORE WITH AN
<br /> CONTRACTOR.THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO EFFECTIVE BORE AREA OF 9.62 IN2. PROPERTY LINE 21907 64TH AVE W,SUITE 140
<br /> JOB SITE SAFETY;ERECTION MEANS,METHODS,AND SEQUENCES; MOUNTLAKE TERRACE,WA 98043
<br /> TEMPORARY SHORING,FORMWORK,BRACING;USE OF EQUIPMENT AND PUSH PIER TARGET INSTALLATION PRESSURE(PSI):
<br /> CONSTRUCTION PROCEDURES.PROVIDE ADEQUATE RESISTANCE TO [DESIGN LOAD]X 2/9.62 IN2. I 31 TEL:425-640-2266
<br /> LOADS ON THE STRUCTURE AND STRUCTURAL COMPONENTS DURING I q FAX:425-640-5665
<br /> CONSTRUCTION PER SEI/ASCE STANDARD NO.37-02"DESIGN LOADS ON PUSH PIER MINIMUM INSTALLATION PRESSURE(PSI): i- w DRIVEWAY to w
<br /> STRUCTURES DURING CONSTRUCTION"UNTIL ALL FINAL CONNECTIONS [DESIGN LOAD]X 1.5/9.62 IN2. 0 z (E)RESIDENCE P I DGEON RESIDENCE
<br /> HAVE BEEN COMPLETED. SITE PLAN NOTES:
<br /> MINIMUM INSTALLATION DEPTH: Lu 1 _ (NO HORIZONTAL 57'-0"t 1- Q
<br /> ALL WORK INDICATED ON THESE DRAWINGS SHALL BE PERFORMED BY 10'-0"t 1. ALL WORK AND MATERIAL SHALL > a II II III EXVERTICAL DECK 1.11 EVERETT, WA
<br /> QUALIFIED AND EXPERIENCED CONTRACTORS. CONFORM TO THE REQUIREMENTS OF
<br /> CONTACT ENGINEER OF RECORD IF MINIMUM INSTALLATION PRESSURE KING COUNTY DESIGN STANDARDS. ❑ c cc THIS DRAWING IS THE PROPERTY OF
<br /> Z a a TOWER ENGINEERING COMPANY AND IS
<br /> ALL TYPICAL DETAILS AND NOTES SHOWN ON DRAWINGS SHALL APPLY OR DEPTH ARE NOT ACHIEVED. 2. THE CONTRACTOR SHALL OBTAIN ALL 26'-0"t b
<br /> UNLESS NOTED OTHERWISE.TYPICAL DETAILS MAY NOT NECESSARILY BE REQUIRED PERMIT AND LICENSES TRANSMITTED IN CONFIDENCE.THE
<br /> INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR 9. EXISTING UTILITY LINES: BEFORE STARTING CONSTRUCTION. I REPRODUCTION,USE OR DISCLOSURE,IN
<br /> DESCRIBED IN THE DETAILS.WHERE TYPICAL DETAILS ARE NOTED ON THE CONTRACTOR TO REPAIR UTILITY LINES THAT MAY BE DAMAGED DURING 3. THE CONTRACTOR SHALL NOTIFY THE �- WHOLE OR IN PART,OF THE DESIGN AND
<br /> DRAWINGS,THE SPECIFIED TYPICAL DETAIL SHALL BE USED.WHERE NO INSTALLATION. ENGINEER AND KING COUNTY 24 DETAILS CONTAINED HEREIN IS PROHIBITEC
<br /> N
<br /> PROPERTY LINE WITHOUT THE PRIOR WRITTEN PERMISSION
<br /> DETAIL IS NOTED,IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HOURS BEFORE STARTING OF TOWER ENGINEERING COMPANY.
<br /> CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED. 10. PUSH PIER SPLICING: CONSTRUCTION OR RESUMING WORK , 113'-0"
<br /> PILES ARE TO BE GRAVITY SPLICED WITH FITTING COUPLERS.BUILDING AFTER SHUTDOWNS,EXCEPT FOR I 31
<br /> o ADJACENT PROPERTY,
<br /> 2. APPLICABLE CODES AND STANDARDS: WEIGHT WILL ENSURE JOINTS DO NOT SEPARATE. NORMAL RESUMPTION OF WORK n #3872900080
<br /> ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE FOLLOWING FOLLOWING SUNDAYS OR HOLIDAYS.
<br /> CODES AND STANDARDS: 11. INSPECTION&TESTING: 4. THE CONTRACTOR SHALL ASSIST THE " C.LUhj1
<br /> CONTINUOUS SPECIAL INSPECTION IS REQUIRED DURING INSTALLATION ENGINEER IN PREPARING 7'OV !
<br /> 2.1. ASTM:AMERICAN SOCIETY FOR TESTING AND MATERIALS,LATEST PER 2015 IBC SECTION 1810.4.12. AS-CONSTRUCTED DRAWINGS,IF �' ��
<br /> EDITION. NECESSARY ,
<br /> THE SPECIAL INSPECTOR IS RESPONSIBLE FOR VERIFYING AND 5. SUBCONTRACTOR TO SPECIFY '
<br /> 2.2. IBC:INTERNATIONAL BUILDING CODE,2015 EDITION. RECORDING THE FOLLOWING: LOCATIONS OF UTILITY STUBS f!{ � ,'
<br /> SCALE: f '
<br /> 2.3. IRC:INTERNATIONAL RESIDENTIAL CODE AS AMENDED BY KING - PROJECT DESCRIPTION(ADDRESS,INSTALLATION DATE,PERMIT#) (N) PUSHPIER TO(E) FOUNDATION 3 •rte' W
<br /> COUNTY - FOUNDATION SUPPORT WORKS INSTALLER CERTIFICATION 3-1'-0" .f 1393
<br /> - PILE AND BRACKET CONFIGURATION a o o a o !'•`,S ma,a G) i
<br /> 2.4. AISC:AMERICAN INSTITUTE OF STEEL CONSTRUCTION,MANUAL OF - PART DESCRIPTION(PRODUCT MANUFACTURER,BRACKET TYPE, NOTES: . !ONAL V l`1�
<br /> STEEL CONSTRUCTION,LATEST EDITION. PIER TYPE,PIER OUTSIDE DIAMETER,PIER WALL THICKNESS) (i'
<br /> - PIER INCLINATION,LOCATION,DEPTH,AND INSTALLATION 1. CONTRACTOR TO NOTIFY ENGINEER OF L6x6x1/2 X 4'-0",
<br /> 2.5. AWS:AMERICAN WELDING SOCIETY,STRUCTURAL WELDING CODE, PRESSURE ACHIEVED RECORD OF DISCREPANCIES BETWEEN FIELD TYP(4) 6'-0"
<br /> LATEST EDITION. CONDITIONS&THOSE SHOWN IN THESE cco
<br /> LOAD TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ASTM DOCUMENTS PRIOR TOO 0
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<br /> 3. DESIGN CRITERIA: METHOD 01143(QUICK METHOD)ON 20 PERCENT OF PIERS AND WILL BE CONSTRUCTION/INSTALLATION OF PIERS A
<br /> BUILDING CODE CONFORMANCE(MEETS OR EXCEEDS REQUIREMENTS): SELECTED BY THE SPECIAL INSPECTOR.AN ALIGNMENT LOAD(AL)SHALL 'r
<br /> 2015 INTERNATIONAL BUILDINGCODE(IBC) BE APPLIED TO THE PILE PRIOR TO SETTING THE DEFLECTION '
<br /> 2015 INTERNATIONAL RESIDENTIAL CODE(IRC) MEASURING EQUIPMENT TO ZERO OR A REFERENCE POSITION.THE AL 2. i (E)CONCRETE STEMWALL ON(E) C;
<br /> 2015 WASHINGTON STATE BUILDING CODE SHALL BE NO MORE THAN 10%OF THE DESIGN LOAD.INCREMENTAL CONC FOOTING(CONTRACTOR TO
<br /> LOADING SHALL BE IN ACCORDANCE WITH THE FOLLOWING SCHEDULE. VERIFY 6"Wx1'-9"H(MIN)(E)CONC °' r.1
<br /> DEAD LOADS: STEMWALL TYP(NOTIFY EOR IF ' •
<br /> ROOF DEAD LOAD(ASPHALT SINGLE) 15 PSF TEST LOADING SCHEDULE HOLD TIME MAX DEFLECTION FIELD CONDITIONS DIFFER)) q
<br /> FLOOR DEAD LOAD 10 PSF AL(.10 DL MAX) 0 MIN.
<br /> WALL DEAD LOAD 10 PSF 0.25 DL UNTIL STABLE m I o I I)e 11 REV DATE DESCRIPTION
<br /> CONCRETE 150 PCF 0.50 DL UNTIL STABLE En L�1 4 J •
<br /> PREPARED BY
<br /> PUSH PIER DESIGN LOAD 6,554 LB 0.75 DL UNTIL STABLE 3. © SECTION CUT cDf ' ;
<br /> 1.00 DL UNTIL STABLE ‘1117 DETAIUSHEET S-2.00
<br /> LIVE LOADS: 1.25 DL UNTIL STABLE NKT 4-11-2019
<br /> ROOF SNOW LOAD 25 PSF 1.50 DL UNTIL STABLE - 1=
<br /> FLOOR LIVE LOAD(RESIDENTIAL) 40 PSF 1.75 DL UNTIL STABLE 4. a INDICATES LOCATION OF FSI 288 PUSH 1 ,
<br /> 2.00 DL HOLD FOR CREEP 0.04 INCHES PIER W/FSI FS288BL FOUNDATION 2 L _ CHECKED BY
<br /> 4. MATERIALS(PIER): TEST(SEE BELOW) BRACKET PER S-2.0 ----J
<br /> BRACKET PLATES-ASTM A36 1.75 DL UNTIL STABLE -
<br /> (MIN YIELD STRESS,Fy=36 KSI/MIN TENSILE STRESS,Fu=58 KSI) 1.50 DL UNTIL STABLE o • PCL 4-11-2019
<br /> PIER TUBES-ASTM A500 GRADE B OR C 1.25 DL UNTIL STABLE PUSH PIER INSTALLATION NOTES:
<br /> (MIN YIELD STRESS,Fy=50 KSI/MIN TENSILE STRESS,Fu=55 KSI) 1.00 DL UNTIL STABLE • DESIGN LOAD TO PIER=6,554 LB ENGINEER REVIEW
<br /> EXTERNAL SLEEVE-ASTM A500 GRADE B OR C 0.75 DL UNTIL STABLE • 3.5"0 x 0.216 x 30"LONG EXTERNAL PIPE C ® H
<br /> (MIN YIELD STRESS,Fy=50 KSI/MIN TENSILE STRESS,Fu=62 KSI) 0.50 DL UNTIL STABLE SLEEVE PCL 4-11-2019
<br /> PIER CAP-ASTM A529 GRADE 50 0.25 DL UNTIL STABLE • 2.875"0 x 0.165 x 36"LONG PIER TUBE
<br /> (MIN YIELD STRESS,Fy=50 KSI/MIN TENSILE STRESS,Fu=65 KSI) • 3.5"0 DRIVE AND LIFT CYLINDER BORE
<br /> ALL-THREAD ROD-ASTM A193 GRADE B7 LOAD TESTING CREEP ACCEPTANCE CRITERIA SHALL BE NO GREATER • TARGET 1363 INSTALLATION PRESSURE PROJECT NUMBER
<br /> (MIN YIELD STRESS,Fy=---/MIN TENSILE STRESS,Fu=125 KSI) THAN 0.04 INCHES WITHIN A 10 MINUTE PERIOD.IF MOVEMENT IS • MINIMUM 1022 PSI INSTALLATION PRESSURE I
<br /> STEEL ANGLE SHAPES-ASTM A36 OBSERVED GREATER THAN 0.04 INCHES WITHIN THE 10 MINUTE PERIOD • MINIMUM 10'-0"INSTALLATION DEPTHr= 19001.09
<br /> (MIN YIELD STRESS,Fy=36 KSI/MIN TENSILE STRESS,Fu=58 KSI) THE LOAD TEST SHALL BE HELD FOR AN ADDITIONAL 50 MINUTES,THE • MINIMUM 1/4"FOUNDATION LIFT DURING
<br /> PIER IS TO BE DEEPENED AND RE-TESTED,OR THE PIER IS TO BE INSTALLATION TO STABILIZE
<br /> 5. MATERIALS(SMARTJACK): ABANDONED AND REPLACED WITH A NEW PIER.IF THE LOAD TEST IS TO
<br /> TOP PLATE-ASTM A36 BE HELD THE PIER MOVEMENTS SHALL BE MEASURED AT 15,20,30,40,50, 5. PIER SPACING SHALL BE AS INDICATED ON PLAN GENERAL
<br /> THREADED(MIN YIELD STRESS,Fy=36 KSI/MIN INSERT-ASTM A108 GRADE 10018 SLE TRESS,Fu=58 KSI) AND 60 PLOTTED.IIF THE CREEP RATE ISUTES.THE CREEP RSUS THE LOGARITHM LESS THAN 0 080 INCHESFTIME BETWEEN 6L BE (7-0"MAX) NOTES
<br /> LEGEND
<br /> (MIN YIELD STRESS,Fy=56 KSI/MIN TENSILE STRESS,Fu=90 KSI) AND 60 MINUTES,THE LOAD TEST SHALL BE CONSIDERED SUCCESSFUL.
<br /> TUBE-ASTM A500GRADE C PUSH PIER
<br /> (MIN YIELD STRESS,Fy=50 KSI I MIN TENSILE STRESS,Fu=55 KSI) MAX PUSH PIER TEST LOAD:
<br /> BOTtOM PLATE-ASTM A36 [DESIGN LOAD]X 2=6,554 LB X 2=13,108 LB • •
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<br /> (MIN YIELD STRESS,Fy=36 KSI/MIN TENSILE STRESS,Fu=58 KSI) I\\\\\\I ANGLE IRON ''- J 1 .00
<br /> CONFINING RING-ASTM A53 GRADE B MAX PUSH PIER TEST PRESSURE:
<br /> (MIN YIELD STRESS,Fy=35 KSI I MIN TENSILE STRESS,Fu=60 KSI) [DESIGN LOAD]X 2/9.62 IN=6,554 LB X 2/9.62 IN2=1363 PSI SCALE:
<br /> E FOUNDATION &(N)PIER LAYOUT PLAN ;, 3 2 OF 3 SHEETS
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<br /> 11e=T-0
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