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GENERAL STRUCTURAL NOTES ABBREVIATIONS SPECIAL INSPECTIONS SCHEDULE -R•TN�••
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<br /> DESIGN CRITERIA HELICAL PILES '<„'`'r b
<br /> CODE 2018 IBCARC&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 yam,/‘1Y% W
<br /> ROOF 25 PSF SNOW(GROUND) BUILDING CODE(IBC). .
<br /> AFF ABOVE FINISH FLOOR GALV GALVANIZED MARKED WITH A' ITEMS REQUIRING SPECIAL INSPECTION HAVE BEEN MARKED WITH AN'X'. sxAt 'S.
<br /> FLOORS 2. HELICAL PILES SHALL BE DESIGNED AND MANUFACTURED BY IDEAL MANUFACTURING,INC.,AND SHALL BE ALT ALTERNATE GLB GLULAM BEAM
<br /> RESIDENTIAL, 40 PSF IN ACCORDANCE WITH ESR-3750. ALUM ALUMINUM GR GRADE TABLE 1705.3
<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 CONTINUOUS PERIODIC SPECIAL REFERENCED IBC
<br /> PECIAL
<br /> GENERAL CONDITIONS CRITERIA FOR CORROSION PROTECTION OF STEEL FOUNDATION SYSTEMS USING POLYMER(EAA) BB BOX BEAM HDR HEADER TvvE INSPECTION INSPECTION STANDARD- REFERENCE
<br /> 1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE STRUCTURAL COATINGS(AC228). BF BOTTOM FLUSH HF HEM FIR 1 tmenddo ns.and verity pace gym. pr - - ACI3te6 0.20,may.25_ 1008.4
<br /> ENGINEER OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING WITH THE WORK. 5. ALL HEUCAL FOUNDATION COMPONENTS SHALL BE GALVANICALLY ISOLATED FROM CONCRETE BLDG BUILDING HGT HEIGHT 2.Reinforcing barweldhg
<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.verity wedamayof reinforcing ears Wier - -than ANIMA 706: AWE DTA
<br /> STARTING WORK.THE ARCHITECT/ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING OF ANY AC358 SECTION 3.9. BM BEAM IN INCH b.inspect smile-pass nuet welds.marmmm ACI 318:26.5.4
<br /> DISCREPANCIES. 6. THE SHAFT SHALL BE DESIGNED AND FABRICATED TO SUPPORT THE SPECIFIED DESIGN LOADS. BOT BOTTOM IT JOINT s y,a;ann
<br /> 3. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS SHALLBP BOTTOM PLATE e.Inspect ea otner welds_ - -
<br /> 7. ONLY MANUFACTURER-APPROVED CONNECTORS,ADAPTORS,ANDACCESSORIES MAY BE USED. MAX MAXIMUM 3 inspenarcnorscutln0Onuete - - AG 318:/762
<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 ERG BEARING MIN MINIMUM 4.Inpecta clrorop0SI.instoncrenho,dened
<br /> PROCEEDING WITH ANY WORK SO INVOLVED. INCLINATION OF+J-1 DEGREE FROM VERTICAL PER SECTION 4.2.1 OF ESR3750. BTWN BETWEEN MISC MISCELLANEOUS Concrete rtnmeers.°
<br /> BSMT BASEMENT a.Adnes0e anchors installed In horizontally
<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 orupwaray bdunedoeerse6ons to resist - - AG 318:17.8.2.4 -
<br /> NW BOTTOM OF WALL suat2Ineo tension roads.
<br /> PRECEDENCE OVER THE'GENERAL NOTES"AND/OR"STANDARD DETAILS". THE INSTALLING UNIT.MONITOR AND RECORD TORQUE APPLIED DURING THE INSTALLATION OF EACH PILE NO NUMBER p (Z
<br /> CANT CANTILEVER b.Mechanical anthors and adneshe anchors - - m
<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.e Q
<br /> CI CONTROL JOINT AG 318:Ch.19. 1904.1,1904.2. Z
<br /> SAME AS FOR SIMILAR WORK. 10. HELICAL PILES SHALL BE INSTALLED TO THE MINIMUM TORQUE VALUE REQUIRED TO PROVIDE THE PSF POUNDS PER SQUARE FOOT 5.Veiny use of required design tint - - 26.4.3.26.a 4 1008.2.1008.3
<br /> CLG. CEILING 6.prior to concrete placetbenL fabricate specimens 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 AETM C 172
<br /> CU CEILING JOIST Q ter strength tests,perform stump and air - ASTM C 31 1908.10 Z W 2
<br /> DRAWINGS. THAN TWO 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT EXCEED THE ALLOWABLE TORSIONAL PT PRESSURE TREATED content tests.and determine the temperatures
<br /> () CLR CLEAR the concrete. Aq 348:26.d.5,26.12 Z fZ5
<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.mspeet concrete and shotcrete placement for 1908s,i908.7.
<br /> CMU CONCRETE MASONRY UNIT proper application techniques. - - Aq 316:26.a.5 1908.8 0 O W
<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 COL COLUMN REF REFERENCE pra.voper
<br /> ymaxaeon techce tspecineacuMg _ -
<br /> DISTRESS TO THE STRUCTURE. THE MINIMUM REQUIRED BEARING CAPACITY INCLUDING A FACTOR OF SAFETY NO LESS THAN TWO(2). REINF REINFORCEMENT temperature and techniques- Aq 3t6:z6.4.7-26 e D 7908.9
<br /> CONC CONCRETE 9.inspect prestressed concrete for
<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.Appecatgn of prestressing forces and - - AG 316:26.92.1 -
<br /> FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. PROVIDE ENGAGED WITH BOTTOM OF CONCRETE FOUNDATION. CONST CONSTRUCTION SF SQUARE FOOT b.Grouting wbonded prestressing tendons- -- - ACI 316:26.9.2,3 - )
<br /> 13. ALL HELICAL PILE ASSEMBLY COMPONENTS MUST HAVE ADEQUATE STRENGTH TO DEVELOP THE TORQUE11..V Verify
<br /> ere0 len60 crtostrength,
<br /> precast h[re0 members. AC1318:Ch.26.8 'I
<br /> ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONT CONTINUOUS SIM SIMILAR 11.veers i 0$0,concrete 100040 pant astresssg
<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 or tendons In post.tensloned concrete and - - AG 316:26.10.2 -
<br /> prrorIo remevai Of shores and forms from
<br /> INTERNATIONAL BUILDING CODE,AND ALL OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER 14. THE PILE QUANTITY,LAYOUT,AND SPACING INDICATED ON PLAN SHALL NOT BE CHANGED WITHOUT DET DETAIL STD STANDARD beams and structural slabs.
<br /> 12.Inspect fomMwk tor shape,location and ANY PORTION OF THE WORK. WRITTEN APPROVAL FROM THE ENGINEER-OF-RECORD PRIOR TO INSTALLATION. DF DOUGLAS FIR(SOUTH) SYP SOUTHERN YELLOW PINE dimensions CO are concrete member being - - AG 318:26.10.1IM) -
<br /> 10. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 15. CONTINUOUS SPECIAL INSPECTION IN ACCORDANCE WITH 2018 AND 20121BC SECTION 1705.9 MUST BE DFL DOUGLAS FIR LARCH T/ TOP OF formed.
<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 TABLE 1705.7
<br /> RECORDED AND CONFIRMED BY THE SPECIAL INSPECTOR MUST INCLUDE THE FOLLOWING: DJ DOUBLE JOIST
<br /> / REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS
<br /> SHALL APPLY. T/P TOP OF PLATE
<br /> A. PRODUCT MANUFACTURER DIA DIAMETER TYPE CONTNUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION
<br /> 11. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES VS TOP OF STEEL t.veiny element materiels,saes and lrogl,s comply with
<br /> - >i=
<br /> OR THE STRUCTURAL DRAWINGS. B. MANUFACTURER'S CERTIFICATION OF THE INSTALLERS DN DOWN x -T/W TOP OF WALL the regunements.
<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 TF TOP FLUSH 2aanional iomiraities�test reowrelements and canatct x -
<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 T7 TRIPLE lOIST 3.inspect driving operations and maintain complete and x -
<br /> REPORT AND THE CONSTRUCTION DOCUMENTS EF EACH FACE accurate records for each element.
<br /> IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION, T/BM TOP OF BEAM 4.Verify pcxemeht locations and piumeness,conmm
<br /> D. INSTALLATION PROCEDURES FOR THE HELICAL PILE SHAFT,INSTALLATION EQUIPMENT USED,AND El EXPANSION JOINT type and stre of hammer,record number of blows per -
<br /> 14. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS,METHODS,AND WORKMANSHIP ACCEPTED AS ELEVATION T/SLABTOPOFSLAB foot ofpen�etrzeon.determine regdredpermIationsto X -
<br /> THE IDEAL FOUNDATION SYSTEMS INSTALLATION INSTRUCTIONS ELEV achieve design capacity,record lap and 600�1‘,.,alkn6
<br /> GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE EN EDGE NAILING(PANEL) TP TOP PLATE and document any damage to foundation elemenc
<br /> E. ANTICIPATED AND ACTUAL PILING DEPTH 5.For steel elemenl5.perform aaa60041 011
<br /> "INTERNATIONAL BUILDING CODE"(IBC),AND STANDARDS REFERENCED THEREIN. EQEQUAL TYP TYPICALsPec - -
<br /> F. REQUIRED TARGET INSTALLATION TORQUE OF PILES AND MINIMUM DEPTH OF INSTALLATION Q inspections In attomance with section 1705 z.
<br /> 15. STRUCTURAL STABILITY OF ALL NEW AND EXISTING STRUCTURES DURING CONSTRUCTION SHALL BE ES EACH SIDE UNO UNLESS NOTED OTHERWISE 6.For concrete elements and concrete-filled elements.
<br /> THE RESPONSIBILITY OF THE CONTRACTOR.THIS INCLUDES EXCAVATIONS,COLUMNS,EQUIPMENT G. INCLINATION AND POSITION OF PILES,TOP OF PILE EXTENSION IN FULL CONTACT WITH BRACKET, perform tests and additional special Inspections In - -
<br /> TIGHTNESS OF ALL BOLTS AND EVIDENCE THAT THE PILE FOUNDATION SYSTEMS ARE INSTALLED EW EACH WAY UPA UNDER POST ABOVE accordance min section_g05 9.
<br /> LOADS,MATERIAL LOADS,AND OTHERS.OBSERVATIONS BY THE ENGINEER-OF-RECORD DO NOT FB FLUSH BEAM UWA UNDER WALL ABOVE 7.For specialty dements,perform addnwr1I Inspections
<br /> BY AN APPROVED IDEAL FOUNDATION SYSTEMS INSTALLER. as deterMined by the registered design protesslon6l in - -
<br /> INCLUDE INSPECTIONS OF TEMPORARY LOADING AND STABILITY DURING CONSTRUCTION. FIN FINISH VERT VERTICAL resp0nsi0e charge
<br /> 16. PILES IMPROPERLY INSTALLED BECAUSE OF MISLOCATION,MISALIGNMENT,OR FAILURE TO MEET OTHER FL FLOOR VIF VERIFY IN FIELD
<br /> SPECIFIED DESIGWINSTALLATION CRITERIA ARE NOT ACCEPTABLE.ABANDON REJECTED PILES AND FLSHG FLASHING W/ WITH 1434 GRAND AVE,
<br /> INSTALL ADDITIONAL PILES AS REQUIRED
<br /> FND FOUNDATION WC WESTERN CEDAR .
<br /> FP FIREPLACE WP WATERPROOF
<br /> HELICAL PILE PROOF TESTING EVERETT,WA 98201
<br /> FT FOOT WWF WELDED WIRE FABRIC
<br /> CONCRETE ANCHORS THE CAPACITY OF THE INSTALLED PILES SHALL BE VERIFIED BY FIELD TESTING OF A MINIMUM THREE(3) k. -
<br /> 1. ALL SPECIFIED CONCRETE ANCHORS SHALL BE SIMPSON STRONG TIE,HILTI,OR EQUIVALENT.SPECIAL PERCENT OF PILES UP TO FIVE(5)PILES MAXIMUM(ONE(I)MINIMUM)IN ACCORDANCE WITH THE PROCEDURE S210630-4XR
<br /> INSPECTIONS REQUIRED. OUTLINED IN ASTM D1143 AND/OR THE 2018 INTERNATIONAL BUILDING CODE(IBC).THE MAXIMUM TEST LOAD
<br /> SHALL BE TWO-HUNDRED(200)PERCENT OF THE SPECIFIED DESIGN LOAD. .
<br /> STRUCTURAL AND MISC.STEEL .
<br /> 1. REFERENCE STANDARDS:DESIGN,FABRICATION AND ERECTION ARE TO BE IN ACCORDANCE WITH THE - - --LATEST EDITION OF THE ALSC'CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES".
<br /> 2. MATERIALS: -'`.-.MRT
<br /> BOLTS-ASTM A307,UNLESS OTHERWISE NOTED 07/21/2021
<br /> WF BEAMS-ASTM A572-50(Fy=50,000 PSI) .- -2
<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:
<br /> 1. ALTERNATE ASSEMBLIES AND MATERIALS WILL BE CONSIDERED FOR REVIEW.ENGINEER MAY REQUEST
<br /> PAYMENT FOR REVIEW;CONTRACTOR WILL BEAR BURDEN FOR ADDITIONAL PAYMENT AT NO ADDITIONAL N
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<br /> COST TO OWNER.
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<br /> JOBSITE SAFETY: - Z
<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
<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 G
<br /> NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR •
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<br /> PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR,SUBCONTRACTORS, Ce
<br /> SUPPLIERS OR THEIR EMPLOYEES,OR FOR ACCESS,VISITS,USE,WORK,TRAVEL,OR OCCUPANCY BY ANY • VT
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