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General Shoring Notes
<br /> THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS
<br /> 1. CODE REQUIREMENTS:
<br /> R— �� ac.:�"� STRUCTURAL
<br /> ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE 6. WOOD: NOTES: sE� ao r yo ENGINEERING
<br /> DRAWINGS, SPECIFICATIONS, THE 2018 IBC, AND THE LATEST EDITION OF THE PTI a 1. ACTIVE PRESSURE ABOVE TOP OF PILE ELEV.PER FINAL lrz4 Third Avenue-Suite—.Seattle,WA 98121
<br /> DOCUMENT, RECOMMENDATIONS FOR PRE-STRESSED ROCK AND SOIL ANCHORS'. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN W EXCAVATION ACTS OVER SIDEWALK GRADE(VERIFY IF P:2o6.443.6:12 ssfenglneers.com
<br /> WIDENED SIDEWALK
<br /> CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. II PILES SHOULD BE COVERED BY
<br /> 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: s (1)PILE SPACING,ACTIVE 934 Broadway-Tacoma,WA gawrn
<br /> 2. REFERENCE DOCUMENTS: PRESSURE BELOW EXCAVATION SIDEWALK) P 253.284947o ssie�gineers.cam
<br /> tap 2'neglected ACTS OVER 1 PILE DIAMETER. (E)SIDEWALK
<br /> () /a'SPACERS BTBN.BOARDS
<br /> TOPOGRAPHIC AND BOUNDARY SURVEY BY ESM CONSULTING ENGINEERS DATED 1-23-20. Use Grade Fb (psi, single use) Copy gM 2@25wemon SayFage-NlRghs Reserved
<br /> REPORT ON GEOTECHNICAL INVESTIGATION BY GEO ENGINEERS NO. 24415-001-00. 4X TIMBER LAGGING HEM-FIR N0. 2 850 60 psf 36 PCF 2. PASSIVE PRESSURE BELOW
<br /> SURCHARGE EXCAVATION ACTS OVER
<br /> 3. GENERAL REQUIREMENTS: WOOD FOR USE IN PERMANENT FOUNDATIONS SHALL BE TREATED TO A RETENTION OF.60 2,5 PILE WIDTHS.
<br /> PCF. SODIUM BORATE(SBX) TREATED WOOD SHALL NOT BE USED WHERE EXPOSED TO VARIES,
<br /> CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, WEATHER. z 3. PASSIVE PRESSURES ARE 6'-0`MAX.EXPOSED HT. 0122
<br /> TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTOR'S o ALLOWABLE A FACTOR OF
<br /> WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL OR ACTUAL SUPERVISORY 7. STEEL: SAFETY OF 1.5 IS INCLUDED BURY(1)LAGGING BOARD
<br /> AUTHORITY AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS FILL H RE0'D.AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE STEEL SPECIFICATIONS: DESIGN, FABRICATION AND ERECTION SHALL BE IN 4. LEVELL BACKFI 1 E ASSUMES BY OTHERS BELOW GRADECONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL, AISC 360 AND IBC 125 PCF CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, SECTION 2205. 5. LAGGING DESIGN IS BASED
<br /> Fx�ST�
<br /> CONTRACTORS, OR OTHER ENTITIES AT THE PROJ. SITE. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: ON 100%OF ACTIVE PRESSURES. DRAWN:
<br /> RI
<br /> UTILITY LOCATION: THE SHORING CONTRACTOR SHALL DETERMINE THE HORIZONTAL AND
<br /> VERTICAL LOCATION OF ALL ADJACENT UNDERGROUND UTILITIES PRIOR TO DRIVING TYPE OF MEMBER ASTM SPECIFICATION Fy DESIGN:
<br /> PILES, OR CUTTING OR DIGGING IN STREETS OR ALLEYS. THE UTILITIES Active Pressure Passive Pressure ABB
<br /> INFORMATION SHOWN ON THE PLANS MAY NOT BE COMPLETE. THIS INCLUDES CALLING WIDE FLANGE SHAPES A992 50 KSI CHECKED:
<br /> ABB
<br /> UTILITY LOCATE AT 1-800-424-5555 AND THEN POTHOLING ALL UTILITIES PRIOR TO OTHER SHAPES AND PLATES A36 36 KSI
<br /> APPROVED:
<br /> CONSTRUCTION TO CONFIRM DEPTHS AND LOCATIONS AND TO VERIFY THAT THERE ARE NO ABB
<br /> CONFLICTS WITH THE PILES. PILES SHALL MAINTAIN A MINIMUM OF 12'CLEARANCE TO ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.W.S. STANDARDS AND N.T.S. N.T.S. I�
<br /> ANY EXISTING UTILITIES TO REMAIN. CONTRACTOR SHALL RESOLVE ANY PROBLEMS SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70 XX ELECTRODES. Pile Loading Diagram Section L
<br /> PRIOR TO PROCEEDING WITH CONSTRUCTION. ONLY PREQUALIFIED WELDS(AS DEFINED BY A.W.S.) SHALL BE USED.
<br /> CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING STRUCTURES IN THE FIELD EXPOSED PORTIONS OF STEEL PROVIDED FOR SHORING SHALL BE GALVANIZED OR
<br /> REVISIONS:
<br /> AND SHALL NOTIFY THE ENGINEER OF ALL FIELD CHANGES PRIOR TO FABRICATION AND PAINTED BLACK FOR CORROSION PROTECTION, INCLUDING TOUCH UP PAINT AT WELDED
<br /> INSTALLATION OF ANY STRUCTURAL MEMBER. JOINTS. 1 CITY COMMENTS 4/11/22
<br /> ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATIONS, THESE 8. PILE AND LAGGING CONSTRUCTION:
<br /> GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ENGINEER AND
<br /> ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. STEEL PILE PLACEMENT TOLERANCES: 3'IN ANY DIRECTION
<br /> 4. GEOTECHNICAL INFORMATION AND CRITERIA: LAGGING: TIMBER LAGGING SHALL BE INSTALLED IN ALL AREAS. VOIDS BETWEEN typ. 1/4 yp. B 1/4 A4 (12"BELOW
<br /> LAGGING AND SOIL SHALL BE BACKFILLED WITH PEA GRAVEL OR IN ACCORDANCE WITH TOP OF PILE) —
<br /> INSTALLATION OF SHORING, SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, THE GEOTECHNICAL RECOMMENDATIONS. DRAINAGE BEHIND THE WALL MUST BE _
<br /> COMPACTION AND FILLING REQUIREMENTS SHALL CONFORM WITH THE RECOMMENDATIONS MAINTAINED. IT IS CONTRACTOR'S RESPONSIBILITY TO LIMIT THE AMOUNT OF EXPOSED fP2
<br /> CONTAINED IN THE SOILS REPORT AND/OR AS DIRECTED BY THE GEOTECHNICAL SOIL WITHOUT LAGGING TO AVOID LOSS OF SOIL. MAXIMUM HEIGHT OF 4 FEET IS
<br /> ENGINEER. THE SUBSURFACE CHARACTERIZATIONS USED TO DESIGN THE SHORING ARE RECOMMENDED. SPECIAL CARE SHOULD BE TAKEN TO AVOID GROUND LOSS DURING P.T.4x LAGGING JURISDICTIONAL APPROVAL STAMP:
<br /> CONTAINED IN THE SOILS REPORT AS REFERENCED ABOVE. EXCAVATION. P3 L 4x4x1/a
<br /> DESIGN LOADS ARE DETERMINED BY THE GEOTECHNICAL ENGINEER. THE SOIL PRESSURES 9. SHORING MONITORING:
<br /> INDICATED ON THE SOIL PRESSURE DIAGRAM WERE USED FOR DESIGN. SEE REPORT OF
<br /> GEOTECHNICAL INVESTIGATION FOR MORE COMPLETE INFORMATION, INCLUDING REFER TO REPORT OF GEOTECHNICAL INVESTIGATION FOR RECOMMENDATIONS RELATED TO DRIVEN WF PILE - 3/16 2-12
<br /> RECOMMENDATIONS FOR SHORING IN GENERAL, SHORING MONITORING, EXCAVATION, SHORING MONITORING, INCLUDING VIBRATION MONITORING. FIELD DATA AND PER PLAN
<br /> LAGGING, AND DRAINAGE. MEASUREMENTS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE, STRUCTURAL
<br /> ENGINEER AND GEOTECHNICAL ENGINEER FAR REVIEW.
<br /> DESIGN PARAMETERS AS APPROVED BY THE GEOTECHNICAL ENGINEER ARE AS FOLLOWS:
<br /> 10.FALL PROTECTION
<br /> LATERAL EARTH PRESSURES(EQUIVALENT FLUID PRESSURE) E.F.P.
<br /> ACTIVE EARTH PRESSURE(YIELDING) 35 PCF SURFACES
<br /> PER IBC 1 GUARDS ARE ORE T AT THE OPEN SIDE OF
<br /> 60 PSF WALKING SURFACES LOCATEDD MORE THAT ABOVE GRADE.REFER
<br /> TRAFFIC SURCHARGE PRESSURE(UNIFORM LOAD) TO CITY OF EVERETT DETAL 333 FOR GALVANN IZED PEDESTRIAN DETAIL P'
<br /> SEISMIC SURCHARGE PRESSURE(UNIFORM LOAD) 7H PSF
<br /> PASSIVE EARTH PRESSURE(INCLUDES FS=1.5) 125 PCF CI?1 i1'=EVERETT PROJECT TITLE:
<br /> SHORING DURATION: THE SHORING IS PERMANENT. RF.I_WED FOR PERKT Everett Tech Shoring
<br /> 5. INSPECTIONS: N.T.S. ^ 1313 75th Street SW
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS REQUIRED TyIOICgI Driven Pile Everett,WA 98203
<br /> Corner Condition at Piles 1,2 &3
<br /> BY THE LOCAL BUILDING DEPARTMENT. IN ADDITION TO INSPECTIONS REQUIRED BY THE I 0
<br /> LOCAL BUILDING DEPARTMENT, THE OWNER OR A REGISTERED DESIGN PROFESSIONAL IN �J (-
<br /> RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE \ \ ~
<br /> SPECIAL INSPECTORS TO PROVIDE INSPECTIONS FOR ITEMS NOTED IN THE sS J v p\ \\ \ \ \ \ \ \ \ \ \ CLIENT: U
<br /> SPECIFICATIONS AND IBC SECTIONS 108 AND 1704. DISCREPANCIES SHALL BE BROUGHT \ `� \ \ \ \ \ \\'\ \ \ Mc Dowell NW LU
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<br /> TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THE CLOSES' FIBER \ \ \ \ SZ{ \S � j LL
<br /> DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE "\ Kent, A 9 Place S q rr 1.
<br /> ATTENTION OF THE BUILDING OFFICIAL AND THE STRUCTURAL ENGINEER IMMEDIATELY OPTIC CABLE \.5 \ \ \ \ \ \ \ Kent,WA 98032 �J < O
<br /> AND PRIOR TO COMPLETION OF THAT PHASE OF WORK. — r) \ \ ~
<br /> _� 15 �9 8 O\aD<Q` \ \ �\ \ \\ \ \ \ \� \ \ 425-251-8570 Q v a
<br /> SOILS INSPECTION: INSPECTION BY THE SOILS ENGINEER SHALL BE PERFORMED FOR _ \ ---KINK \ \ \ \ \ \
<br /> PILE PLACEMENT, EXCAVATION, LAGGING INSTALLATION. THE GEOTECHNICAL ENGINEER � — \ � \ \\ \— - `�\ \ \ \ \ ISSUE:
<br /> SHALL ALSO ADVISE ON WATER CONTROL AND SLAB ON SRADE CONSTRUCTION.
<br /> J =\ \ \ Permit
<br /> SPECIAL INSPECTION REPORTS ARE TO BE DISTRIBUTE)TO THE ARCHITECT, OWNER, `�'�,
<br /> BUILDING DEPARTMENT AND STRUCTURAL ENGINEER WITiIN TWO WEEKS OF COMPLETION \
<br /> OF EACH PHASE OF WORK UNLESS DISCREPANCIES ARE NOT CORRECTED AS NOTED ABOVE.
<br /> �. \ \ \- '\ �P�\ SHEET TITLE:
<br /> THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTIONS: 7, \
<br /> � � \� ~� \� \ �\ General
<br /> CONSTRUCTION TYPE TYPE OF INSPECTION \ \\ �_ Shoring Notes,
<br /> DRIVEN PILE INSTALLATION CONTINUOUS Pile Schedule - ------ \\ 4/sht`y Plan & Details
<br /> EXCAVATION AND GRADING PERIODIC 3 6'-D" TO A FIELD
<br /> S / VERIFY TO AVOID SCAB
<br /> Pile Pile Total ply As Noted
<br /> LS NECESSARY TO CONFIRM THAT Length CONFLICTS
<br /> PERIODIC INSPECTION ALLOWS INSPECTION AT INTERN. Mark Size Len th �oL \ \ — --- DATE:
<br /> WPA2A'k£Gr/IRIAB'SPECIAL IA5PECTION IS IN CDMPLINCE WITH REQUIREMENTS. pi PROJECTNO` February 23,2022
<br /> CONTINUOUS SPECIAL INSPECTION REQUIRES THAT THE INSPECTOR BE ONSITE AT ALL P1 W8x31 15' / _
<br /> TIMES THAT WORK REQUIRING SPECIAL INSPECTION IS'ERFORMED. 02255-2022-01
<br /> P2-P10 W801 20' SHEET NO:
<br /> P11-P14 W801 15'
<br /> 5 P15-P16 W8x31 ShoringPlan ® I
<br /> Scale: 1/3'=1'-0"
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