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PROPEIkTY DATA: ADJACENT PROPERTY,
<br /> 1. GENERAL STRUCTURAL NOTES: 6. WELDING NOTES: /�__ #00606200001700 ADJACENT PROPERTY
<br /> REFER TO SUBSEQUENT PLAN AND DETAIL NOTES FOR VARIATIONS AND CONFORM TO AWS 01.1.WELDERS SHALL BE CERTIFIED IN pgRCEL#: 00606200001400 __ #00606200001800
<br /> REQUIREMENTS SPECIFIC TO REFERENCED PROJECT.NOTES ON ACCORDANCE WITH AWS REQUIREMENTS.USE E70 ELECTRODES OF _ I ADJACENT PROPERTY,
<br /> __
<br /> DRAWINGS TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES. TYPE REQUIRED FOR MATERIALS TO BE WELDED. USE CODE: 111 SINGLE FAMILY #00606200001900 RANY DISCREPANCIES FOUND AMONG THE DRAWINGS,THESE GENERAL RESIDENCE-DETACHED J P--2.f3ppERTy ��
<br /> NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE 7. CORROSION PROTECTION: _ONE _
<br /> ENGINEER,WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING.ANY SACRIFICIAL DESIGN THICKNESS-CAPACITIES INCLUDE A SCHEDULED LOT DIMENSIONS: 115'x 80'(APPROX.) / _
<br /> WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH LOSS IN STEEL THICKNESS DUE TO CORROSION FOR BLACK,UNCOATED SITE AREA: 0.22 ACRES(9583 SF) ��'4• /
<br /> DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. STEEL.ANCHORS ARE DESIGNED FOR 50-YEAR SCHEDULED OC)e)oO cio
<br /> SACRIFICIAL THICKNESS LOSS IN ACCORDANCE WITH ICC-ES AC358. RESIDENCE: 1734 SF9P�pN5 / i
<br /> C,THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE SPECIFIED DECK: 233 SF , 62 I /1VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL 8. INSTALLATION: DRIVEWAY: 396 SF p� �p60
<br /> STRUCTURAL ELEMENTS HAS BEEN COMPLETED.STABILITY OF THE SYSTEM TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. 2/ DECK 1
<br /> �-��-I ��
<br /> STRUCTURE PRIOR TO COMPLETION IS THE SOLE REASONABILITY OF INSTALLATION PRESSURES BASED ON 3 1/2"0 CYLINDER BORE WITH AN / (REMOVED) ENGINEERING
<br /> NIM
<br /> THE CONTRACTOR.THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED EFFECTIVE BORE AREA OF 9.62 IN2.
<br /> TO JOB SITE SAFETY;ERECTION MEANS,METHODS,AND SEQUENCES; >- 1,' w �1 p/�
<br /> TEMPORARY SHORING,FORMWORK,BRACING;USE OF EQUIPMENT AND PUSH PIER TARGET INSTALLATION PRESSURE(PSI): \ Iz ��o I C C::•
<br /> 1 V 1 1 A.N 1
<br /> A.
<br /> CONSTRUCTION PROCEDURES.PROVIDE ADEQUATE RESISTANCE TO [DESIGN LOAD]X 2/9.62 IN2. O G O�
<br /> _1 OQ^oo
<br /> LOADS ON THE STRUCTURE AND STRUCTURAL COMPONENTS DURINGv.
<br /> CONSTRUCTION PER SEI/ASCE STANDARD NO.37-02"DESIGN LOADS ON PUSH PIER MINIMUM INSTALLATION PRESSURE(PSI): a;/ 0���4kPar'`0 I� `e2000
<br /> STRUCTURES DURING CONSTRUCTION"UNTIL ALL FINAL CONNECTIONS [DESIGN LOAD]X 1.5/9.62 IN2. ��\I0 O- a �o�N
<br /> HAVE BEEN COMPLETED. \ / ��OQ'P,4 I0 �Q.000 I 21907 64TH AVE W,SUITE 140
<br /> MINIMUM INSTALLATION DEPTH: �O ��G D_ p 8k
<br /> ALL WORK INDICATED ON THESE DRAWINGS SHALL BE PERFORMED BY 10'-0"± SITE PLAN NOTES: \ / ),c e MOUNTLAKE TERRACE,WA 98043
<br /> QUALIFIED AND EXPERIENCED CONTRACTORS. J' 1 TEL:425-640-2266
<br /> CONTACT ENGINEER OF RECORD IF MINIMUM INSTALLATION PRESSURE 1. ALL WORK AND MATERIAL SHALL \ \ I I FAX:425-640-5665
<br /> ALL TYPICAL DETAILS AND NOTES SHOWN ON DRAWINGS SHALL APPLY OR DEPTH ARE NOT ACHIEVED. / J J >
<br /> CONFORM TO THE REQUIREMENTS OF '\ /
<br /> UNLESS NOTED OTHERWISE.TYPICAL DETAILS MAY NOT NECESSARILY SNOHOMISH COUNTY DESIGN
<br /> BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR 9. EXISTING UTILITY LINES: STANDARDS. PORCH >
<br /> DESCRIBED IN THE DETAILS.WHERE TYPICAL DETAILS ARE NOTED ON CONTRACTOR TO REPAIR UTILITY LINES THAT MAY BE DAMAGED 2. THE CONTRACTOR SHALL OBTAIN ALL \ o I I MAY RESIDENCE
<br /> THE DRAWINGS,THE SPECIFIED TYPICAL DETAIL SHALL BE USED. DURING INSTALLATION. REQUIRED PERMIT AND LICENSES
<br /> WHERE NO DETAIL IS NOTED,IT SHALL BE THE CONTRACTOR'SBEFORE STARTING CONSTRUCTION. \
<br /> RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM 10. PUSH PIER SPLICING: 3. THE CONTRACTOR SHALL NOTIFY THE PROPERTY LINE - I EVERETT, WA
<br /> THOSE PROVIDED. PILES ARE TO BE GRAVITY SPLICED WITH FITTING COUPLERS.BUILDING ENGINEER AND KING COUNTY 24 HOURS \
<br /> WEIGHT WILL ENSURE JOINTS DO NOT SEPARATE. THIS DRAWING IS THE PROPERTY OF TOWER ENGINEERING
<br /> BEFORE STARTING CONSTRUCTION OR \ \ COMPANY AND IS TRANSMITTED IN CONFIDENCE.THE
<br /> 2. APPLICABLE CODES AND STANDARDS: RESUMING WORK AFTER SHUTDOWNS, \ REPRODUCTION,USE OR DISCLOSURE,IN WHOLE OR IN
<br /> ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE FOLLOWING 11. INSPECTION&TESTING: PART,OF THE DESIGN AND DETAILS CONTAINED HEREIN IS
<br /> EXCEPT FOR NORMAL RESUMPTION OF \ PROHIBITED WITHOUT THE PRIOR WRITTEN PERMISSION
<br /> CODES AND STANDARDS: CONTINUOUS SPECIAL INSPECTION IS REQUIRED DURING INSTALLATION WORK FOLLOWING SUNDAYS OR - _ VIEW RIDGE DRIVE OF TOWER ENGINEERING COMPANY.
<br /> PER 2015 IBC SECTION 1810.4.12. HOLIDAYS. \
<br /> 2.1. ASTM:AMERICAN SOCIETY FOR TESTING AND MATERIALS,LATEST 4. THE CONTRACTOR SHALL ASSIST THE
<br /> EDITION. THE SPECIAL INSPECTOR IS RESPONSIBLE FOR VERIFYING AND ENGINEER IN PREPARING
<br /> RECORDING THE FOLLOWING: AS-CONSTRUCTED DRAWINGS,IF - �y la VA/40//,-
<br /> 2.2. IBC:INTERNATIONAL BUILDING CODE,2015 EDITION. NECESSARY -_ N+ of wA
<br /> PROJECT DESCRIPTION(ADDRESS,INSTALLATION DATE,PERMIT --_- NORTH O <�t. -7p,_7
<br /> 5. SUBCONTRACTOR TO SPECIFY r ___ 7.*
<br /> 2.3. IRC:INTERNATIONAL RESIDENTIAL CODE AS AMENDED BY KING NUMBER) LOCATIONS OF UTILITY STUBS I q
<br /> COUNTY - FOUNDATION SUPPORT WORKS INSTALLER CERTIFICATION /
<br /> t, -t. 0
<br /> - PILE AND BRACKET CONFIGURATION -
<br /> 2.4. AISC:AMERICAN INSTITUTE OF STEEL CONSTRUCTION,MANUAL - PART DESCRIPTION(PRODUCT MANUFACTURER,BRACKET TYPE, SCALE: w;r T
<br /> OF STEEL CONSTRUCTION,LATEST EDITION. PIER TYPE,PIER OUTSIDE DIAMETER,PIER WALL THICKNESS) SITE PLAN 3/8"=8'-0" 1 r 0 *54$4 //�
<br /> - PIER INCLINATION,LOCATION,DEPTH,AND INSTALLATION W 4"-'
<br /> 2.5. AWS:AMERICAN WELDING SOCIETY,STRUCTURAL WELDING CODE, PRESSURE ACHIEVED NOTES: % .r 's��G�
<br /> LATEST EDITION. 1. CONTRACTOR TO NOTIFY ENGINEER OF NAIQ!t°t
<br /> LOAD TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ASTM -
<br /> 3. DESIGN CRITERIA: METHOD 01143(QUICK METHOD)ON 20 PERCENT OF PIERS AND WILL BE RECORD OF DISCREPANCIES BETWEEN FIELD
<br /> BUILDING CODE CONFORMANCE(MEETS OR EXCEEDS REQUIREMENTS): SELECTED BY THE SPECIAL INSPECTOR.AN ALIGNMENT LOAD(AL) CONDITIONS&THOSE SHOWN IN THESE
<br /> 2015 INTERNATIONAL BUILDINGCODE(IBC) SHALL BE APPLIED TO THE PILE PRIOR TO SETTING THE DEFLECTION DOCUMENTS PRIOR TO
<br /> 2015 INTERNATIONAL RESIDENTIAL CODE(IRC) MEASURING EQUIPMENT TO ZERO OR A REFERENCE POSITION.THE AL CONSTRUCTION/INSTALLATION OF PIERS
<br /> 2015 WASHINGTON STATE BUILDING CODE SHALL BE NO MORE THAN 10%OF THE DESIGN LOAD.INCREMENTAL NORTH
<br /> LOADING SHALL BE IN ACCORDANCE WITH THE FOLLOWING SCHEDULE.
<br /> DEAD LOADS: 2. (E)CONCRETE STEMWALL ON(E)
<br /> ROOF DEAD LOAD(ASPHALT SINGLE) 12 PSF TEST LOADING SCHEDULE HOLD TIME MAX DEFLECTION CONC FOOTING(CONTRACTOR TO
<br /> FLOOR DEAD LOAD 10 PSF AL(.10 DL MAX) 0 MIN. VERIFY 6"Wx1'-4"H(MIN)(E)CONC
<br /> WALL DEAD LOAD 10 PSF 0.25 DL UNTIL STABLE STEMWALL AND 18"Wx6"DP(E)CONC
<br /> CONCRETE - 150 PCF 0.50 DL UNTIL STABLE FOOTING MIN TYP(NOTIFY EOR IF
<br /> PUSH PIER DESIGN LOAD 7,073 LB 0.75 DL UNTIL STABLE FIELD CONDITIONS DIFFER))
<br /> 1.00 DL UNTIL STABLEREV DATE DESCRIPTION
<br /> LIVE LOADS: 1.25 DL UNTIL STABLE
<br /> ROOF SNOW LOAD 25 PSF 1.50 DL UNTIL STABLE 3. ® SECTION CUT PREPARED BY
<br /> FLOOR LIVE LOAD(RESIDENTIAL) 40 PSF 1.75 DL UNTIL STABLE DETAIUSHEET S-2.00
<br /> 2.00 DL HOLD FOR CREEP 0.04 INCHES ® , ®a DET 6-10-2019
<br /> 4. MATERIALS(PIER): TEST(SEE BELOW)
<br /> -
<br /> BRACKET PLATES-ASTM A36 1.75 DL UNTIL STABLE 4. INDICATES LOCATION OF FSI 288 PUSH Q SMART JACK,
<br /> (MIN YIELD STRESS,Fy=36 KSI/MIN TENSILE STRESS,Fu=58 KSI) 1.50 DL UNTIL STABLE ®® PIER W/FSI FS288BL FOUNDATION `O TYP(3) CHECKED BY
<br /> PIER TUBES-ASTM A500 GRADE B OR C 1.25 DL UNTIL STABLE BRACKET PER S-2.0 -
<br /> (MIN YIELD STRESS,Fy=50 KSI/MIN TENSILE STRESS,Fu=55 KSI) 1.00 DL UNTIL STABLE 0 6
<br /> EXTERNAL SLEEVE-ASTM A500 GRADE B OR C 0.75 DL UNTIL STABLE PUSH PIER INSTALLATION NOTES: KKB 6-10-2019
<br /> (MIN YIELD STRESS,Fy=50 KSI/MIN TENSILE STRESS,Fu=62 KSI) 0.50 DL UNTIL STABLE • DESIGN LOAD TO PIER=7,073 LB q = -
<br /> PIER CAP-ASTM A529 GRADE 50 0.25 DL UNTIL STABLE • 3.5"0 x 0.216 x 30"LONG EXTERNAL PIPE O * ENGINEER REVIEW
<br /> (MIN YIELD STRESS,Fy=50 KSI/MIN TENSILE STRESS,Fu=65 KSI) SLEEVE
<br /> ALL-THREAD ROD-ASTM A193 GRADE B7 LOAD TESTING CREEP ACCEPTANCE CRITERIA SHALL BE NO GREATER • 2.875"0 x 0.165 x 36"LONG PIER TUBE KKB 6-10-2019
<br /> (MIN YIELD STRESS,Fy=---/MIN TENSILE STRESS,Fu=125 KSI) THAN 0.04 INCHES WITHIN A 10 MINUTE PERIOD.IF MOVEMENT IS • 3.5"0 DRIVE AND LIFT CYLINDER BORE -
<br /> STEEL ANGLE SHAPES-ASTM A36 OBSERVED GREATER THAN 0.04 INCHES WITHIN THE 10 MINUTE PERIOD • TARGET 1471 INSTALLATION PRESSURE q
<br /> (MIN YIELD STRESS,Fy=36 KSI/MIN TENSILE STRESS,Fu=58 KSI) THE LOAD TEST SHALL BE FOR AN ADDITIONAL 50 MINUTES,THE • MINIMUM 1103 PSI INSTALLATION PRESSURE I� PROJECT NUMBER
<br /> PIER IS TO BE DEEPENED AND RE-TESTED,OR THE PIER IS TO BE • MINIMUM 10'-0"INSTALLATION DEPTH.
<br /> 5. MATERIALS(SMARTJACK): ABANDONED AND REPLACED WITH A NEW PIER.IF THE LOAD TEST IS TO • MINIMUM 1/4"FOUNDATION LIFT DURING ' Q 4
<br /> TOP PLATE-ASTM A36 BE HELD THE PIER MOVEMENTS SHALL BE MEASURED AT 15,20,30,40, INSTALLATION TO STABILIZE 19001.18
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<br /> (MIN YIELD STRESS,Fy=36 KSI/MIN TENSILE STRESS,Fu=58 KSI) 50,AND 60 MINUTES.THE CREEP VERSUS THE LOGARITHM OF TIME _0 I I
<br /> THREADED INSERT-ASTM A108 GRADE 1018 SHALL BE PLOTTED.IF THE CREEP RATE IS LESS THAN 0.080 INCHES 5. PIER SPACING SHALL BE AS INDICATED ON PLAN O O I O I
<br /> (MIN YIELD STRESS,Fy=56 KSI/MIN TENSILE STRESS,Fu=90 KSI) BETWEEN 6 AND 60 MINUTES,THE LOAD TEST SHALL BE CONSIDERED (8'-0"MAX) L_ _L_ J GENERAL
<br /> TUBE-ASTM A500 GRADE C SUCCESSFUL. 2'-0" 8'-0" [ 7'-2"
<br /> (MIN YIELD STRESS,Fy=50 KSI/MIN TENSILE STRESS,Fu=55 KSI) LEGENDPUSH PIER, L6x6x3/8x3'-0" 7 NOTES& c3//
<br /> BOTtOM PLATE-ASTM A36 MAX PUSH PIER TEST LOAD:
<br /> (MIN YIELD STRESS,Fy=36 KSI/MIN TENSILE STRESS,Fu=58 KSI) [DESIGN LOAD]X 2=7,073 LB X 2=17,147 LB 0 PUSH PIER TYP(8) TYP(2) PLANS
<br /> - CONFINING RING-ASTM A53 GRADE B nw ANGLE IRON
<br /> (MIN YIELD STRESS,Fy=35 KSI/MIN TENSILE STRESS,Fu=60 KSI) MAX PUSH PIER TEST PRESSURE:
<br /> [DESIGN LOAD]X 2/9.62 IN=7,073 LB X 2/9.62 IN2=1471 PSI SJ SMART JACK \ S 1 •00
<br /> (E) FOUNDATION & (N) PIER LAYOUT PLAN SCALE: 3 �CG c�
<br /> 1/2"=3'0'
<br />
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