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<br /> GENERAL STRUCTURAL NOTES ABBREVIATIONS SPECIAL INSPECTIONS SCHEDULE ,,PTHUR
<br /> DESIGN CRITERIA HELICAL PILES AB ANCHOR BOLT FTG FOOTING
<br /> CODE: 2018 IBCIIRC&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 v - Z:
<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 AN'X'. Sioypt0.'•'
<br /> FLOORS 2. HELICAL PILES SHALL BE DESIGNED AND MANUFACTURED BY IDEAL MANUFACTURING,INC.,AND SHALL BE ALT ALTERNATE GLB GLULAM BEAM 4. "'
<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 IgC
<br /> SPECGENERAL CONDITIONS CRITERIA FOR CORROSION PROTECTION OF STEEL FOUNDATION SYSTEMS USING POLYMER(EAA) BB BOX BEAM HDR HEADER TYPE INSPECTIONINSPECTION STANDARD' REFERENCE
<br /> 1, THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE STRUCTURAL 1.Inspect relnrorcement,Including prestressing ACI 318 Ch.20,252,
<br /> COATINGS(AC228). BF BOTTOM FLUSH HE HEM FIR - - 1908.4
<br /> ENGINEER OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING WITH THE WORK. tendons,and Arweverity iingement. 25.3,zs.5.tas.5a
<br /> 5. ALL HELICAL FOUNDATION COMPONENTS SHALL BE GALVANICALLY ISOLATED FROM CONCRETE BLDG BUILDING HGT HEIGHT 2 Reinforcing hat-viewing:
<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.Verify weldabihty of reinforcing bars - -
<br /> STARTING WORK.THE ARCHITECT/ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING OF ANY BM BEAMb. spent than ASTM lot AWS0:26.
<br /> AC358 SECTION 3.9. IN INCHspec rg Pass Inlet weds,maximum AG 318:26.5.4
<br /> DISCREPANCIES. B. THE SHAFT SHALL BE DESIGNED AND FABRICATED TO SUPPORT THE SPECIFIED DESIGN LOADS. BOT BOTTOM JT JOINT s/ns and -
<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 otter 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 anchor4 Inspect anchorsnchors in
<br /> in concrete_
<br /> post-Insteed hardened - - AG 318:17.8.2
<br /> BTWN BETWEEN
<br /> PROCEEDING WITH ANY WORK SO INVOLVED. INCLINATION OF+/-1 DEGREE FROM VERTICAL PER SECTION 4.2.1 OF ESR3750. MISC MISCELLANEOUS concrete members.'
<br /> BSMT BASEMENT a Adhesive anchors installed in habnntaly 0 6
<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 upwanly Inclined ori0malarsto resist - - ACI 318:17.82.4 -
<br /> B/W BOTTOM OF WALL sustained tension toads. D 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 anchors and adhesive anchors
<br /> CANT CANTILEVER - -5. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK,THE CONSTRUCTION SHALL 8E THE AT SPECIFIC DEPTHS. OC ON CENTER not defined in 4.a H W
<br /> SAME AS FOR SIMILAR WORK. 10. HELICAL PILES SHALL BE INSTALLED TO THE MINIMUM TORQUE VALUE REQUIRED TO PROVIDE THE CONTROL JOINT PSF POUNDS PER S FOOT - _ ACI 318:en 19, 19oa.i.19oa.2.
<br /> 5.Verify use of required design mu. Z
<br /> 264.3.26A.4 1908.2 1908.3CD.
<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 CLG. CEILING 6.Prortoconcrete placement,fabricate specimens w
<br /> PSI POUNDS PER SQUARE INCH lost tests,perform ASTM C 172
<br /> CU CEILING JOIST strength slump tit
<br /> DRAWINGS. THAN TWO(2).THE MAXIMUM INSTALLATION TORQUE SHALL NOT EXCEED THE ALLOWABLE TORSIONAL PT PRESSURE TREATED content tests,and detemene the temperatures - - ASTM a at 1s0e.1n 7 W
<br /> CLR CLEAR the concrete. AG 318:26.4.5,26.12 L z
<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 snotcrete placement for it108s.19o5.7. 0 w
<br /> CMU CONCRETE MASONRY UNIT - - AG 310:z6.4.5
<br /> CONDITION WHICH IN HIS OPINION MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE it. ALL BRACKETS AND HELICAL PILE ASSEMBLY COMPONENTS SHALL HAVE ADEQUATE CAPACITY TO ACHIEVE REF REFERENCE Proper y maim ina techniques.
<br /> 1908.8
<br /> COL COLUMN a.verdy maintenance or spained curing AG 318:2647-2649 1908.9 J
<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. - -
<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.Application or prestressing forces:and - - AG 318,26.8 z 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 boned prestressing tendons. - - AG 318:26.92.3
<br /> 13. ALL HELICAL PILE ASSEMBLY COMPONENTS MUST HAVE ADEQUATE STRENGTH TO DEVELOP THE TORQUE 10.Ve Inspect-sdw0ncret precast coxretemembers_ - AG3ta:Ch.26.e -
<br /> ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONT CONTINUOUS SIM SIMILAR 11.Verify Insnu costAeestrength,co cretta 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 rtertotennpost-thoresedconanxeana - - AG 318,26.102 -
<br /> poorto,ene, I oreh0(e5andlams flan
<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 simctural swan.
<br /> 12.Inspect formwork for shape,location and ANY PORTION OF THE WORK. WRITTEN APPROVAL FROM THE ENGINEER-OF-RECORD PRIOR TO INSTALLATION. DE DOUGLAS FIR(SOUTH) SYP SOUTHERN YELLOW PINE dimensions of(he concrete member being - - AG 318:26.10.1(b) -
<br /> 15. CONTINUOUS SPECIAL INSPECTION IN ACCORDANCE WITH 2O18 AND 2012 INCSECTION 1705.9 MUST BE DFL DOUGLAS FIR LARCH formed.
<br /> 10. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 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 1705.7
<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 /> materials,sbes and lengths comply with
<br /> B. MANUFACTURER'S CERTIFICATION OF THE INSTALLERS DN DOWN 1-Verily element X REVISIONS
<br /> OR THE STRUCTURAL DRAWINGS. T/W TOP OF WALL the 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 TF TOP FLUSH 2 Determine capacities or test elements and conduct X <:� ^[;rlarno^i MIL Si
<br /> additional 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 and
<br /> IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. REPORT AND THE CONSTRUCTION DOCUMENTS EF EACH FACE TJ TRIPLE JOIST 4 Ve z -
<br /> accurate records for each element.
<br /> T/BM TOP OF BEAM my placement locations and plurnbness.cormrm
<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 sloe of hammer.record number of blows per -
<br /> o
<br /> ELEV ELEVATION T/SLABTOP OF SLAB to of penetration,determine required penetrations to X -
<br /> GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE THE IDEAL FOUNDATION SYSTEMS INSTALLATION INSTRUCTIONS achieve design capacity,record tip and bun elevations
<br /> E. ANTICIPATED AND ACTUAL PILING DEPTH EN EDGE NAILING(PANEL)E. TOP PLATE 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 additional special - -
<br /> F. REQUIRED TARGET INSTALLATION TORQUE OF PILES AND MINIMUM DEPTH OF INSTALLATION Inspections in accordance x m Section nn5z.
<br /> 15. STRUCTURAL STABILITY OF ALL NEW AND EXISTING STRUCTURES DURING CONSTRUCTION SHALL BE ES EACH SIDE ENO UNLESS NOTED OTHERWISE 6.For concrete elements and concrete-tilled 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, �y EACH WAY UPA UNDER POST ABOVE perform tells and additional special Inspections In - -
<br /> TIGHTNESS OF ALL BOLTS AND EVIDENCE THAT THE PILE FOUNDATION SYSTEMS ARE INSTALLED accordance dim section 17n5
<br /> LOADS,MATERIAL LOADS,AND OTHERS.OBSERVATIONS BY THE ENGINEER-OF-RECORD DO NOT FB FLUSH BEAM 7.For specialty elements,perr0rn additional Inspections
<br /> UWA UNDER WALL ABOVE esgn professional in
<br /> INCLUDE INSPECTIONS OF TEMPORARY LOADING AND STABILITY DURING CONSTRUCTION. BY AN APPROVED IDEAL FOUNDATION SYSTEMS INSTALLER. as determined 0r then registered a - -
<br /> FIN FINISH VERT VERTICAL responsiaecnage.
<br /> 16. PILES IMPROPERLY INSTALLED BECAUSE OF MISLOCATION,MISALIGNMENT,OR FAILURE TO MEET OTHER FL FLOOR VIF VERIFY IN FIELD FP,OJECT NAME
<br /> SPECIFIED DESIGN/INSTALLATION CRITERIA ARE NOT ACCEPTABLE.ABANDON REJECTED PILES AND FLSHG FLASHING W/ WITH
<br /> INSTALL ADDITIONAL PILES AS REQUIRED. 4202 S 3RD AVE,
<br /> FND FOUNDATION WC WESTERN CEDAR
<br /> FP FIREPLACE WP WATERPROOF EVERETT,WA 98203
<br /> CONCRETE ANCHORS HELICAL PILE PROOF TESTING FT FOOT
<br /> 1. ALL SPECIFIED CONCRETE ANCHORS SHALL BE SIMPSON STRONG TIE,HILTI,OR EQUIVALENT.SPECIAL THE CAPACITY OF THE INSTALLED PILES SHALL BE VERIFIED BY FIELD TESTING OF A MINIMUM THREE(3) WWF WELDED WIRE FABRIC
<br /> INSPECTIONS REQUIRED. PROJECT t•IUMBEP
<br /> PERCENT OF PILES UP TO FIVE(5)PILES MAXIMUM(ONE(1)MINIMUM)IN ACCORDANCE WITH THE PROCEDURE -------------------------------
<br /> OUTLINED IN ASTM DI143 AND/OR THE 2018 INTERNATIONAL BUILDING CODE(IBC).THE MAXIMUM TEST LOAD S210610-2XR
<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 DRAWN,>T-FY
<br /> LATEST EDITION OF THE RISC"CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". --------------------
<br /> 2, MATERIALS:
<br /> BOLTS-ASTM A307,UNLESS OTHERWISE NOTED CHECKED 6Y'-M RT
<br /> US-.._..._R._.___.____._,_
<br /> WF BEAMS-ASTM A572-50(Fy=50,000 PSI)
<br /> HSS ROUND COLUMNS-ASTM A500 Gr.B(Fy=42,000 PSI) SHEET DATE-06/19/2021
<br /> HSS RECTANGULAR COLUMNS-ASTM A500 Gr.B(Fy=46,000 PSI) SCALE
<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
<br /> COST TO OWNER. (q
<br /> LL1
<br /> JOBSITE SAFETY: O
<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 -
<br /> TO MEANS,METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM ! Q
<br /> HIS WORK.THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER AND/OR ARCHITECT SHALL ac
<br /> ' NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR F-
<br /> PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR,SUBCONTRACTORS, U
<br /> M
<br /> SUPPLIERS OR THEIR EMPLOYEES,OR FOR ACCESS,VISITS,USE,WORK,TRAVEL,OR OCCUPANCY BY ANY Ce
<br /> PERSON. F-
<br /> T O F (n�rr , EVERETT
<br /> : � EIA )1EFOR
<br /> HERMIT W w Z( LI
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