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<br /> GENERAL STRUCTURAL NOTES ABBREVIATIONS SPECIAL INSPECTIONS SCHEDULE a-,Fy -`F'•
<br /> DESIGN CRITERIA HELICAL PILES AB ANCHOR BOLT FIG 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 2015 IBC.ALL ITEMS NON-APPLICABLE ITEMS HAVE BEEN W:
<br /> ROOF 25 PSF SNOW(GROUND) BUILDING CODE(IBC). AFF ABOVE FINISH FLOOR GALV GALVANIZED MARKED WITH A".ITEMS REQUIRING SPECIAL INSPECTION HAVE BEEN MARKED WITH ANT. ••S%ONt t EN.•
<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 /> 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 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
<br /> 4. CORROSION PROTECTION OF ALL PILE COMPONENTS SHALL COMPLY WITH THE ICC-ES ACCEPTANCE AYC ALASKAN YELLOW CEDAR HDG HOT-DIPPED GALVANIZED CONTINUOUS PENIWk SPECIAL REFERENCED IBC
<br /> GENERAL CONDITIONS CRITERIA FOR CORROSION PROTECTION OF STEEL FOUNDATION SYSTEMS USING POLYMER(EAA) BB BOX BEAM HDR HEADER TYPE INSPECTION INSPECTION STANDARD' REFERENCE
<br /> 1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE STRUCTURAL COATINGS(AC228). BF BOTTOM FLUSH HE HEM FIR 1 Inspect remmrcemenc Including prestressing - - ACI 318 C11.20.252, ty08d
<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 tendons.me ioa barweblnge t zs a,z6.5.1-z6s.a
<br /> 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDIITONS BEFORE REINFORCING STEEL,BUILDING STRUCTURAL STEEL ORANY OTHER METAL BUILDING COMPONENTS PER BLKG BLOCKING HT HEIGHT a.Veiny weldabliay of reinforcing oars other Ulan ASTM A 706; - - AWS 01.4
<br /> STARTING WORK.THE ARCHITECT/ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING OF ANY AC358 SECTION 3.9. BM BEAM IN INCH 0.mspecrvngle-pass meet welds,mamnum ACI318:265d
<br /> DISCREPANCIES. 6. THE SHAFT SHALL BE DESIGNED AND FABRICATED TO SUPPORT THE SPECIFIED DESIGN LOADS. BOT BOTTOM JT JOINT le -
<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 an other welds. - -
<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 BRG BEARING MIN MINIMUM 3 inspect anchors cast In concrete
<br /> .4 - - ACI318:17.8.2 Inspect anchors post-installed in hardened 1
<br /> BTW N BETWEEN
<br /> PROCEEDING WITH ANY WORK SO INVOLVED. INCLINATION OF al-1 DEGREE FROM VERTICAL PER SECTION 4.2.1 OF ESR-3750. MISC MISCELLANEOUS concrete members. 0
<br /> BSMT BASEMENT a.Adhesle anchors insreeed in horizontally �'s Z
<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 upxaray Inclined onemauons to resist - - AC1318.178.2a
<br /> 8/W BOTTOM OF WALL sustained tension roads. o
<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 Z-b Mechanical arcnors and adhesive anchors CANT CANTILEVERa
<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 Mot defined In n.a - - W
<br /> SAME AS FOR SIMILAR WORK. 10. HELICAL PILES SHALL BE INSTALLED TO THE MINIMUM TORQUE VALUE REQUIRED TO PROVIDE THE U CONTROL JOINT PSF POUNDS PER SQUARE FOOT 5.Verify use of required design mac - -
<br /> ACI318'cn.ig. 19ba.1.190d 2. z
<br /> CLG. CEILING Q 26.as,26.aa 15E82,1908.3 (R•� d
<br /> 6. WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS,SECTIONS,OR DETAILS ON THESE MINIMUM REQUIRED LOAD CAPACITIES INDICATED ON PLAN INCLUDINGA FACTOR OF SAFETY NO LESS 6.Ana-to concrete pacement,fabricate specimens V w
<br /> PSI POUNDS PER SQUARE INCH for st W rests.cerrorm snow area air AST'd C 172 w
<br /> CIU CEILING JOIST rergl ASTM C 31 19D810 Lll
<br /> DRAWINGS. THAN TWO(2).THE MAXIMUM INSTALLATION TORQUE SHALL NOT EXCEED THE ALLOWABLE TORSIONAL PT PRESSURE TREATED content tests,and determine the twaperatureot - - Z i
<br /> CLR CLEAR me concrete. AC1318126.4.5,2612 Z 1(5
<br /> 11''
<br /> THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL ENGINEER OF ANY CAPACITY OF ANY INDIVIDUAL COMPONENT OF THE PILE ASSEMBLY. 0 O z
<br /> CHU CONCRETE MASONRY UNIT RAF RAFTER 7Inspect concrete and shulcrete placement for - - 1908.6,1908.7, 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 REF REFERENCE proper application technpues. ACI318.26.d.5 19088
<br /> COL COLUMN 8 veiny maintenance of specified cuing
<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 - - ACI318'.26A 7-264.9 1908.9
<br /> CONC CONCRETE 9 Inspect prestressed concrete Tor
<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 orprestressug forces:and - - ACI 318.2E9.2.1 -
<br /> FOR CONSTRUCTION MEANS, METHODS,TECHNIQUES, SEQUENCES AND PROCEDURES. PROVIDE ENGAGED WITH BOTTOM OF CONCRETE FOUNDATION. CONST CONSTRUCTION SF SQUARE FOOT b.Grouting of bonded prestressdq tendons. - - ACt318'26.92.3
<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_VeInspederedion Of tprestretcmcrete members. - - AG 318:cn 26.8 -
<br /> EQ tiny oesau concrete strergm,prior to stressing
<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 oft nabs in post-tensioned concrete and - - qG 319:26.102 - I/�-
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<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 GET DETAIL STD STANDARD teams and structural slabs. �}\��
<br /> 12 inspect neflS fns of the
<br /> for Scope.location and
<br /> ANY PORTION OF THE WORK. WRITTEN APPROVAL FROM THE ENGINEER-OF-RECORD PRIOR TO INSTALLATION. DF DOUGLAS FIR(SOUTH) SYP SOUTHERN YELLOW PINE domu or the concrete rtenaer being - - AG ate.zE.w.lrb> -
<br /> 10. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 15. CONTINUOUS SPECIAL INSPECTION IN ACCORDANCE WITH 2015 AND 2012 IBC SECTION 1705.9 MUST BE DEL DOUGLAS FIR LARCH T/ TOP OF
<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 1706.7
<br /> SHALL APPLY. RECORDED AND CONFIRMED BY THE SPECIAL INSPECTOR MUST INCLUDE THE FOLLOWING: DJ DOUBLE JOIST T/P TOP OF PLATE REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS ,/
<br /> 11. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES A. PRODUCT MANUFACTURER DIA DIAMETER T/S TOP OF STEEL TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION
<br /> B. MANUFACTURER'S CERTIFICATION OF THE INSTALLERS DN DOWN 1 Verify element matenais.sizes and lengths comply with `;
<br /> OR THE STRUCTURAL DRAWINGS. T/W TOP OF WALL de rearmaments. x _ __
<br /> C. PRODUCT TYPE AND CONFIGURATIONS FOR HELICAL PILE LEAD SHAFT SECTIONS,EXTENSIONS, DS DOWN SPOUT 2.oetemmne capacities of test elements and conduct
<br /> 12. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. TF TOP FLUSH adamonal load1es1s,as required. x - ' ---- .13. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED -
<br /> , , 3Inspect driving operations maintain complete BRACKETS,BOLTS THREADED RODS,NUTS,WASHERS,AND TORQUES AS SPECIFIED IN THIS EA EACH
<br /> EF EACH FACE TJ TRIPLE JOIST x -
<br /> REPORT AND THE CONSTRUCTION DOCUMENTS accurate records for each Bement
<br /> IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. T/BM TOP OF BEAM a.Verify placement localionsard dumbness.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 El EXPANSION JOINT type and sere of hammer.rec0ra number of IX..per -
<br /> THE IDEAL FOUNDATION SYSTEMS INSTALLATION INSTRUCTIONS ELEV ELEVATION m T/SLABTOP OF SLAB to of perletraoon,aetenNne required penetrations to x -
<br /> GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE acneve design capacity.record nip and bud elevationsE. ANTICIPATED AND ACTUAL PILING DEPTH EN EDGE NAILING(PANEL) TP TOP RLATE and document any damage to foundation element.
<br /> "INTERNATIONAL BUILDING CODE"(IBC),AND STANDARDS REFERENCED THEREIN. EQ EQUAL TYP TYPICAL 5.For steel elements,perform adan+onalspecial
<br /> F. REQUIRED TARGET INSTALLATION TORQUE OF PILES AND MINIMUM DEPTH OF INSTALLATION inspecns accordance wdn Section lzQ.. -
<br /> w in15. STRUCTURAL STABILITY OF ALL NEW AND EXISTING STRUCTURES DURING CONSTRUCTION SHALL BE G. INCLINATION AND POSITION OF PILES,TOP OF PILE EXTENSION IN FULL CONTACT WITH BRACKET, ES EACH SIDE UNO UNLESS NOTED OTHERWISE 6.For concrete elements and concrete-mien elements,
<br /> THE RESPONSIBILITY OF THE CONTRACTOR.THIS INCLUDES EXCAVATIONS,COLUMNS,EQUIPMENT EW EACH WAY UPA UNDER POST ABOVE cert accordance vans anon 170special 5) mspecuons In -
<br /> TIGHTNESS OF ALL BOLTS AND EVIDENCE THAT THE PILE FOUNDATION SYSTEMS ARE INSTALLED FB FLUSH BEAM UWA UNDER WALL ABOVE acp specially elements,perform aaandnai inspections
<br /> LOADS,MATERIAL LOADS,AND OTHERS.OBSERVATIONS BY THE ENGINEER-OF-RECORD DO NOT7.For
<br /> BY AN APPROVED IDEAL FOUNDATION SYSTEMS INSTALLER as detenni d by me regrstered design professional in - -
<br /> INCLUDE INSPECTIONS OF TEMPORARY LOADING AND STABILITY DURING CONSTRUCTION. FIN FINISH VERT VERTICAL responsible charge.
<br /> ........3,000 PSF 16. PILES IMPROPERLY INSTALLED BECAUSE OF MISLOCATION,MISALIGNMENT,OR FAILURE TO MEET OTHER FL FLOOR VIE VERIFY IN FIELD "'
<br /> 16. MINIMUM ASSUMED SOIL BEARING CAPACITY.. SPECIFIED DESIGN/INSTALLATION CRITERIA ARE NOT ACCEPTABLE.ABANDON REJECTED PILES AND
<br /> ---- ----
<br /> FLSHG FLASHING W/ WITH 3030 LEONARD DR
<br /> INSTALL ADDITIONAL PILES AS REQUIRED. END FOUNDATION WC WESTERN CEDAR EVERETT
<br /> CONCRETE ANCHORS HELICAL PILE PROOF TESTING FP FIREPLACE WP WATERPROOF
<br /> FF 1. ALL SPECIFIED CONCRETE ANCHORS SHALL BE SIMPSON STRONG TIE,HILT!,OR EQUIVALENT.SPECIAL THE CAPACITY OF THE INSTALLED PILES SHALL BE VERIFIED BY FIELD TESTING OF A MINIMUM THREE(3) PEE:Jr FOOT WWF WELDED WIRE FABRIC WA 98201
<br /> INSPECTIONS REQUIRED. PERCENT OF PILES UP TO FIVE(5)PILES MAXIMUM(ONE(1)MINIMUM)IN ACCORDANCE WITH THE PROCEDURE - CA
<br /> OUTLINED IN ASTM D1143 AND/OR THE 2018 INTERNATIONAL BUILDING CODE(IBC).THE MAXIMUM TEST LOAD S210812-2XR
<br /> STRUCTURAL AND MISC.STEEL SHALL BE TWO-HUNDRED(200)PERCENT OF THE SPECIFIED DESIGN LOAD.
<br /> 1, REFERENCE STANDARDS:DESIGN,FABRICATION AND ERECTION ARE TO BE IN ACCORDANCE WITH THE _- ,; JT
<br /> LATEST EDITION OF THE AISC'CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". --- --
<br /> 2. MATERIALS:
<br /> BOLTS-ASTM A307,UNLESS OTHERWISE NOTED --"={L.'>r-M RT_ ___
<br /> WE BEAMS-ASTM A572-50(Fy=50,000 PSI)
<br /> HSS ROUND COLUMNS-ASTM A500 Gr.B(Fy=42,000 PSI) - _".. 08/26/2021
<br /> HSS RECTANGULAR COLUMNS-ASTM A500 Gr.B(Fy=46,000 PSI)
<br /> ALL OTHER STEEL-ASTM A36(Fy=36,000 PSI) ---`"'4" ----
<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 •
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<br /> COST TO OWNER,
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<br /> JOBSITE SAFETY: •
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<br /> I. THE ENGINEER AND/OR ARCHITECT HAVE NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN • Z
<br /> AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR _ J
<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 �y y�
<br /> NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR �� p'� ®oE�{po� (-
<br /> •
<br /> PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR,SUBCONTRACTORS, v !/ 7!60
<br /> PERSON. OR THEIR EMPLOYEES,OR FOR ACCESS,VISITS,USE,WORK,TRAVEL,OR OCCUPANCY BY ANY REV I EW E®F F®R PERMIT I-
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