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GENERAL STRUCTURAL NOTES ABBREVIATIONS SPECIAL INSPECTIONS SCHEDULE P��T huR`,,{..
<br /> DESIGN CRITERIA HELICAL PILES AB ANCHOR BOLT FTG FOOTING - '
<br /> CODE:2018 IRCIIBC&AMENDMENTS AS ADOPTED BY THE REVIEWING AGENCY/COUNTY. 1, HELICAL PILES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH THE 2018 INTERNATIONAL ABV ABOVE GA - GAUGE SPECIAL INSPECTIONS TABLES PER THE 2018 IBC.ALL ITEMS NON-APPLICABLE ITEMS HAVE BEEN ``•
<br /> ROOF 25 PSI SNOW(GROUND) BUILDING CODE(IBC). AFF ABOVE FINISH FLOOR GALE GALVANIZED MARKED WITH A°".ITEMS REQUIRING SPECIAL INSPECTION HAVE BEEN MARKED WITH AN"X". ..•SroNit hA•
<br /> FLOORS 2. HELICAL PILES SHALL BE DESIGNED AND MANUFACTURED BY IDEAL MANUFACTURING,INC.,AND SHALL BE ALT ALTERNATE GLB GLULAM BEAM ...
<br /> TABLE 1705.3
<br /> RESIDENTIAL 40 PSF IN ACCORDANCE WITH ESR-3750. ALUM ALUMINUM GR GRADE
<br /> REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
<br /> BALCONY/DECK 60 PSF 3. ALL MATERIAL PROPERTIES OF HELICAL PILE COMPONENTS SHALL BE IN ACCORDANCE WITH ESR-3750. APPROX APPROXIMATE GYP GYPSUM WALL BOARD
<br /> 4. CORROSION PROTECTION OF ALL PILE COMPONENTS SHALL COMPLY WITH THE ICC-ES ACCEPTANCE AYC ALASKAN YELLOW CEDAR HDG HOT-DIPPED GALVANIZED TYPE CONTINUOUS
<br /> N INUlAOLUS PERIODIC SPECIAL REFERENCED IBC
<br /> GENERAL CONDITIONS CRITERIA FOR CORROSION PROTECTION OF STEEL FOUNDATION SYSTEMS USING POLYMER(EAA) BB BOX BEAM
<br /> HDR HEADER INSPECTION INSPECTION STANDARD REFERENCE
<br /> Inspect reinforcement.1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE STRUCTURAL COATINGS(AC228). BF BOTTOM FLUSH HF HEM FIR L.tendons..and rcem verrrypll,including prestressingplacement. - - ACI 318 cr.20,252,
<br /> 253,26 5.1-26.5.3 1908.4
<br /> ENGINEER OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING WITH THE WORK. 5. ALL HELICAL FOUNDATION COMPONENTS SHALL BE GALVANICALLY ISOLATED FROM CONCRETE BLDG BUILDING HGT HEIGHT 2.Reinforcing bar welding.
<br /> Verity t
<br /> 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE REINFORCING STEEL,BUILDING STRUCTURAL STEEL,OR ANY OTHER METAL BUILDING COMPONENTS PER BLKG BLOCKING HT HEIGHT a. an ASTM
<br /> of reinf bars
<br /> Other than STMA 706. - - MS 01.4
<br /> STARTING WORK.THE ARCHITECT/ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING OF ANY AC358 SECTION 3.9. BM BEAM IN INCH b.Inspem single-pass fillet welds.maximum ACI 318''26.54
<br /> -
<br /> DISCREPANCIES. 6. THE SHAFT SHALL BE DESIGNED AND FABRICATED TO SUPPORT THE SPECIFIED DESIGN LOADS. BOT BOTTOM IT JOINT °r,s'�d
<br /> 3. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS SHALL 7. ONLY MANUFACTURER-APPROVED CONNECTORS,ADAPTORS,AND ACCESSORIES MAY BE USED. BP BOTTOM PLATE MAX MAXIMUM c.Inspect all other weal. _ _ -
<br /> BRG BEARING 3.Inspect anchors cast In concrete ACI 318,17.82
<br /> BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER BEFORE 8. HELICAL PILES SHALL BE INSTALLED VERTICALLY INTO THE GROUND WITH AN ALLOWABLE ANGLE OF MIN MINIMUM 4 inspect anchors post installed in hardened
<br /> PROCEEDING WITH ANY WORK SO INVOLVED. INCLINATION OF+/-1 DEGREE FROM VERTICAL PER SECTION 42.1 OF ESR-3750. BTWN BETWEEN MISC MISCELLANEOUS concrete x..w e.rs. Q 0 z
<br /> BSMT BASEMENT a.AdhesNe anchors Installed in horizontally - - - O'
<br /> 4. IN CASE OF CONFLICT, NOTES AND DETAILS OF THESE STRUCTURAL DRAWINGS SHALL TAKE 9. MONITOR AND RECORD DEPTH OF PILE PENETRATION.PROVIDE TORQUE MONITORING DEVICE AS PART OF NB NON-BEARING or upwardly Inclined orientations to resist ACI 316117.A24 m
<br /> PRECEDENCE OVER THE"GENERAL NOTES"AND/OR"STANDARD DETAILS'. THE INSTALLING UNIT.MONITOR AND RECORD TORQUE APPLIED DURING THE INSTALLATION OF EACH PILE RPM BOTTOM OF WALL NO NUMBER sust Mechanicalechani tension trims. - - z o
<br /> CAM CANTILEVER o lcal anchors and adnesivearcnors
<br /> 5. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK,THE CONSTRUCTION SHALL BE THE AT SPECIFIC DEPTHS. OC ON CENTER not defined In 4 a (I.( ,a
<br /> CI CONTROL JOINT 5 Veri use o!requix¢d tesgn fob. _ ACI318',Ca 19, 1904.1,1904.2. Z
<br /> SAME AS FOR SIMRAR WORK. 10. HELICAL PILES SHALL BE INSTALLED TO THE MINIMUM TORQUE VALUE REQUIRED TO PROVIDE THE PSF POUNDS PER SQUARE FOOT ry - 26.43,26.4.4 1908.2.1908.3 /; W
<br /> CLG. CEILING 6.prior to concrete placement fabricate specimens L,J
<br /> 6. WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THESE MINIMUM REQUIRED LOAD CAPACITIES INDICATED ON PLAN INCLUDING A FACTOR OF SAFETY NO LESS PSI POUNDS PER SQUARE INCH for strength perform stun,and air - ASTM C 172 w
<br /> CU CEILING JOIST 9 P - ASTM C 31 1908.10 Z LI) Z
<br /> DRAWINGS. THAN TWO(2).THE MAXIMUM INSTALLATION TORQUE SHALL NOT EXCEED THE ALLOWABLE TORSIONAL CLR CLEAR PT PRESSURE TREATED content tells,and determine the temperature of ACI 316'26.4 5.26.12 G� Z (7
<br /> rete
<br /> 7. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL ENGINEER OF ANY CAPACITY OF ANY INDIVIDUAL COMPONENT OF THE PILE ASSEMBLY. RAF RAFTER 7.Inspect concrete and shotcrete placement for - - ACI 318.26.A.5 1908.b,1908.7. O'.;Q w
<br /> CMU CONCRETE MASONRY UNIT proper application techniques. t908.8
<br /> CONDITION WHICH IN HIS OPINION MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE 11. ALL BRACKETS AND HELICAL PILE ASSEMBLY COMPONENTS SHALL HAVE ADEQUATE CAPACITY TO ACHIEVE REF REFERENCE eve Menance of specified cuing - _ �!,
<br /> COL COLUMN temperaturel and techniques.
<br /> ACI318'2fi 4]-264.9 190E 9
<br /> DISTRESS TO THE STRUCTURE. THE MINIMUM REQUIRED BEARING CAPACITY INCLUDING A FACTOR OF SAFETY NO LESS THAN TWO(2). REINF REINFORCEMENT
<br /> CONC CONCRETE 9 Inspect prestressed concrete far:
<br /> 8. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE SOLELY RESPONSIBLE 12. REPAIR BRACKETS MUST BE CONCENTRICALLY LOADED AND THE BRACKET PLATE MUST BE FULLY CONN CONNECTION REQD REQUIRED a Application orpreslressing forces,and - - ACI 316 26 9.2 1 - -
<br /> FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. PROVIDE ENGAGED WITH BOTTOM OF CONCRETE FOUNDATION. CONST CONSTRUCTION SF SQUARE FOOT U.Grouting of bonded a prestressing tendons. _ - ACI318'269.2.3 - 4
<br /> 10 Inspect erection precast concrete members ACI 318'Ch.268 11
<br /> ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. 13. ALL HELICAL PILE ASSEMBLY COMPONENTS MUST HAVE ADEQUATE STRENGTH TO DEVELOP THE TORQUE CONT CONTINUOUS SIM SIMILAR 11.Verify in-situconcrete strength.prior to stressing - _ -
<br /> of tenons in pbsbrensioned concrete and ACI318'.26.10.2 /�•
<br /> 9. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST EDITION OF THE REQUIRED FOR INSTALLATION AND ALL INDUCED STRESSES. CTR CENTER SPF SPRUCE PINE FIR pnorto removal of snores and forms from
<br /> 14. THE PILE QUANTITY,LAYOUT,AND SPACING INDICATED ON PLAN SHALL NOT BE CHANGED WITHOUT OFT DETAIL STD STANDARD beams an structurorslain. >„��
<br /> INTERNATIONAL BUILDING CODE,AND ALL OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER 12.ears a d structural
<br /> for shape.rotation an
<br /> ANY PORTION OF THE WORK. WRITTEN APPROVAL FROM THE ENGINEER-OF-RECORD PRIOR TO INSTALLATION. DF DOUGLAS FIR(SOUTH) SYP SOUTHERN YELLOW PINE dimensbns or the concrete member being - - ACI 318,26.10.1(5) -
<br /> formed
<br /> 10. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 15. CONTINUOUS SPECIAL INSPECTION IN ACCORDANCE WITH 2O15 AND 20121BC SECTION 1705.9 MUST BE DEL DOUGLAS FIR LARCH T/ TOP OF
<br /> TABLE 1706.7
<br /> WHERE THE NOTES,DRAWINGS,AND/OR SPECIFICATIONS DIFFER,THE MORE STRINGENT REQUIREMENT PROVIDED FOR THE INSTALLATION OF THE HELICAL PILES AND FOUNDATION BRACKETS.ITEMS TO BE DIM DIMENSION T/C TOP OF CONCRETE REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS /'
<br /> SHALL APPLY. RECORDED AND CONFIRMED BY THE SPECIAL INSPECTOR MUST INCLUDE THE FOLLOWING: DJ DOUBLE JOIST T/P TOP OF PLATE
<br /> A. PRODUCT MANUFACTURER DIA DIAMETER TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION
<br /> • 11. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES T/S TOP OF STEEL 1.verity element material.sores an lengths comply whet the
<br /> - - -
<br /> OR THE STRUCTURAL DRAWINGS. B. MANUFACTURER'S CERTIFICATION OF THE INSTALLERS DN DOWN T/W TOP OF WALL ale requirements.
<br /> 12. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. C. PRODUCT TYPE AND CONFIGURATIONS FOR HELICAL PILE LEAD SHAFT SECTIONS,EXTENSIONS, DS DOWN SPOUT 2.Determine capacities of test elements and conduct x - --.- -
<br /> TF TOP FLUSH addmmgl load tests,as required.
<br /> 13. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED BRACKETS,BOLTS,THREADED RODS,NUTS,WASHERS,AND TORQUES AS SPECIFIED IN THIS EA EACH 3 Inspect driving operations and maintain complete an -
<br /> TJ TRIPLE JOIST rare records for earn el6rnent x
<br /> IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. REPORT AND THE CONSTRUCTION DOCUMENTS EF EACH FACE T/BM TOP OF BEAM 4.vedry placement iodations and plumbness,confirm -
<br /> 14. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS,METHODS,AND WORKMANSHIP ACCEPTED AS D. INSTALLATION PROCEDURES FOR THE HELICAL PILE SHAFT,INSTALLATION EQUIPMENT USED,AND EJ EXPANSION JDIM type of an size ammeter ine re numcep penetrations woos per -
<br /> EJ ELEVATION T/SIABTOP OF SLAB foot and size of ha mer,rec required mberofowlper x
<br /> GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE THE IDEAL FOUNDATION SYSTEMS INSTALLATION INSTRUCTIONS achieve designamen capany am.record tip and bin elevations
<br /> EN EDGEVATIONING(PANEL) TP TOP PLATE and document am damage g foundationan element.
<br /> E. ANTICIPATED AND ACTUAL PILING DEPTH s For steel elements,perform additional special - _
<br /> "INTERNATIONAL BUILDING CODE"(IBC),AND STANDARDS REFERENCED THEREIN. EQ EQUAL TYP TYPICAL .inspections in accordance lnih Section 0705.Z.
<br /> F. REQUIRED TARGET INSTALLATION TORQUE OF PILES AND MINIMUM DEPTH OF INSTALLATION UNO UNLESS NOTED OTHERWISE 6.For concrete elements and concrete-Need elements.
<br /> 15. STRUCTURAL STABILITY OF ALL NEW AND EXISTING STRUCTURES DURING CONSTRUCTION SHALL BE - ES EACH SIDE - -
<br /> G. INCLINATION AND POSITION OF PILES,TOP OF PILE EXTENSION IN FULL CONTACT WITH BRACKET, perform tern and additional specal inspections in
<br /> THE RESPONSIBILITY OF THE CONTRACTOR.THIS INCLUDES EXCAVATIONS,COLUMNS,EQUIPMENT EW EACH WAY UPA UNDER POST ABOVE accordance wtth Section 3,7.0_53.
<br /> TIGHTNESS OF ALL BOLTS AND EVIDENCE THAT THE PILE FOUNDATION SYSTEMS ARE INSTALLED FB FLUSH BEAM UWA UNDER WALL ABOVE 7.For specially elements,perform additional Inspections
<br /> LOADS,MATERIAL LOADS,AND OTHERS.OBSERVATIONS BY THE ENGINEER-OF-RECORD DO NOT BY AN APPROVED IDEAL FOUNDATION SYSTEMS INSTALLER. as determined by the registered design professional In - -
<br /> INCLUDE INSPECTIONS OF TEMPORARY LOADING AND STABILITY DURING CONSTRUCTION. FIN FINISH VERT VERTICAL responsible charge.
<br /> 16. PILES IMPROPERLY INSTALLED BECAUSE OF MISLOCATION,MISALIGNMENT,OR FAILURE TO MEET OTHER ,. ..
<br /> 16. MINIMUM ASSUMED SOIL BEARING CAPACITY__..........3,000 PSF FL FLOOR VIE VERIFY IN FIELD
<br /> SPECIFIED DESIGN/INSTALLATION CRITERIA ARE NOT ACCEPTABLE.ABANDON REJECTED PILES AND FLSHG FLASHING W/ WITH 216 73RD ST SW
<br /> INSTALL ADDITIONAL PILES AS REQUIRED. FND FOUNDATION WC WESTERN CEDAR EVERETT
<br /> FP FIREPLACE WP WATERPROOF
<br /> HELICAL PILE PROOF TESTING FT FOOT WWF WELDED WIRE FABRIC WA 98203
<br /> THE CAPACITY OF THE INSTALLED PILES SHALL BE VERIFIED BY FIELD TESTING OF A MINIMUM THREE(3) --
<br /> CONCRETE ANCHORS PERCENT OF PILES UP TO FIVE(5)PILES MAXIMUM(ONE(1)MINIMUM)IN ACCORDANCE WITH THE PROCEDURE
<br /> 1. ALL SPECIFIED CONCRETE ANCHORS SHALL BE SIMPSON STRONG TIE,HILT!,OR EQUIVALENT.SPECIAL OUTLINED IN ASTM D1143 AND/OR THE 2018 INTERNATIONAL BUILDING CODE(IBC).THE MAXIMUM TEST LOAD S230503-1 XR
<br /> INSPECTIONS REQUIRED. SHALL BE TWO-HUNDRED(200)PERCENT OF THE SPECIFIED DESIGN LOAD.
<br /> .':•JT
<br /> STRUCTURAL AND MISC.STEEL PROOF TESTING SHALL BE IN ACCORDANCE WITH ASTM STANDARD D 1143-81.GEOTECHNICAL SPECIAL
<br /> 1. REFERENCE STANDARDS:DESIGN,FABRICATION AND ERECTION ARE TO BE IN ACCORDANCE WITH THE INSPECTOR SHALL BE CONTINUOUSLY PRESENT DURING PILE INSTALLATION AND LOAD TESTING.PROOF `-( ''__M RT
<br /> LATEST EDITION OF THE AISC°CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". TESTING SHALL BE APPLIED TO EACH OF THE LOAD CONFIGURATIONS SPECIFIED IN THE PILE SPACING&LOAD
<br /> 2. MATERIALS: REQUIREMENTS TABLE.MINIMUM ONE(1)PILE PER LOAD CONFIGURATION SHALL BE TESTED. _.- t-07/13/2023
<br /> BOLTS-ASTM A307,UNLESS OTHERWISE NOTED
<br /> WF BEAMS-ASTM A572-50(Fy=50,000 PSI) - .,
<br /> HSS ROUND COLUMNS-ASTM A500 Gr.B(Fy=42,000 PSI)
<br /> HSS RECTANGULAR COLUMNS-ASTM A500 Gr.B(Fy=46,000 PSI)
<br /> ALL OTHER STEEL-ASTM A36(Fy=36,000 PSI)
<br /> STRUCTURAL STEEL WELDING
<br /> 1. CONFORM TO THE AWS CODES D1.1 AND D1.3.,AND USE ONLY CERTIFIED WELDERS.WELDS NOT '
<br /> SPECIFIED ARE TO BE 1/4"CONTINUOUS FILLET MINIMUM.USE DRY E70 ELECTRODES.
<br /> ALTERNATES: (n
<br /> 1. ALTERNATE ASSEMBLIES AND MATERIALS WILL BE CONSIDERED FOR REVIEW.ENGINEER MAY REQUEST LLI
<br /> PAYMENT FOR REVIEW;CONTRACTOR WILL BEAR BURDEN FOR ADDITIONAL PAYMENT AT NO ADDITIONAL I-
<br /> COST TO OWNER. Z
<br /> JOBSITE SAFETY: <
<br /> 1. THE ENGINEER AND/OR ARCHITECT HAVE NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN
<br /> AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR 1-
<br /> U
<br /> TO MEANS,METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM
<br /> HIS WORK.THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER AND/OR ARCHITECT SHALL CC
<br /> NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR I-
<br /> PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR,SUBCONTRACTORS,
<br /> SUPPLIERS OR THEIR EMPLOYEES,OR FOR ACCESS,VISITS,USE,WORK,TRAVEL,OR OCCUPANCY BY ANY _I
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<br /> PERSON. - -
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