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GENERAL STRUCTURAL NOTES ABBREVIATIONS SPECIAL •
<br /> INSPECTIONS SCHEDULE "0.•TNDR�
<br /> DESIGN CRITERIA HELICAL PILES AB ANCHOR BOLT FTG FOOTING Y 1
<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 4..
<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 T. . srowa.0":**
<br /> FLOORS 2. HELICAL PILES SHALL BE DESIGNED AND MANUFACTURED BY IDEAL MANUFACTURING,INC.,AND SHALL BE ALT ALTERNATE GIB GLULAM BEAM TABLE 1705.3 ...
<br /> RESIDENTIAL 40 PSF IN ACCORDANCE WITH ESR-3750. ALUM ALUMINUM GR GRADE 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 mimic REFERBICED PECIAL IBC
<br /> GENERAL CONDITIONS CRITERIA FOR CORROSION PROTECTION OF STEEL FOUNDATION SYSTEMS USING POLYMER(EAA) BB BOX BEAM HDR HEADER TYPEINSPECTION INSPECTION swami? 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 1eintorcemem.including prestressing - - AG 318 ch.20.25.2 1908
<br /> ( ) tendons.and varty placement. 25.3.26.51-26 5.3
<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 /> 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 weaamnyofreinforcing bars - - - -
<br /> other Man 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 b.bapect single-pass fillet uelds,maximum Ad 316 26.54
<br /> DISCREPANCIES. 6. THE SHAFT SHALL BE DESIGNED AND FABRICATED TO SUPPORT THE SPECIFIED DESIGN LOADS. BOT BOTTOM IT JOINT •1
<br /> 14 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 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 in concrete.
<br /> spect anchors anchors
<br /> .Il waned M hardened - - AGsta_1762 I
<br /> PROCEEDING WITH ANY WORK SO INVOLVED. INCLINATION OF+I-1 DEGREE FROM VERTICAL PER SECTION 4.2.1 OF ESR-3750. BTWN BETWEEN MISC MISCELLANEOUS Concrete members. 0 BSMT BASEMENT a.Adneswe anchors installed In hortr0ntaAy t7 O '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 upwardly maned orientations to restst - - AC1318.17.8.2A -
<br /> B/W BOTTOM OF WALL sustained tension bads.
<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 12,N
<br /> Ix Mechanical anchors and adhesive anchors
<br /> 5. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK,THE CONSTRUCTION SHALL BE THE AT SPECIFIC DEPTHS. CANT CANTILEVERRDC ON CENTER notdned in -0l W t7
<br /> Cl CONTROL JOINT 5.veiny use m nequmed aesgn inn. - AC1318:Gt.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 PSI' FOUNDS PER SQUARE FOOT - 26.43,26.4.4 1908.2.1908.3 a
<br /> CLG. CEILING 6.Prior to concrete placement,tabdcate specimens w
<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 perform stump and as ASTMC 172
<br /> CU CEILING JOIST - - ASTM C 31 1908.10 W
<br /> DRAWINGS. THAN TWO(2).THE MAXIMUM INSTALLATION TORQUE SHALL NOT EXCEED THE ALLOWABLE TORSIONAL CLR CLEAR PT PRESSURE TREATED content e tests,and determine the temperature w AC1318:26.4.5.2612 Z 13
<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 shpkrete placenmentra - AG 318.2645 +90e.s.ts08.7. O Q w
<br /> CMU CONCRETE MASONRY UNIT proper application co cretean sng0es. - 1908.8
<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 COL COLUMN REF REFERENCE 8 Veny maintenance of specified curing - AG 318:26.4.7-26.a.9 1908.9
<br /> DISTRESS TO THE STRUCTURE. THE MINIMUM REQUIRED BEARING CAPACITY INCLUDING A FACTOR OF SAFETY NO LESS THAN TWO(2). CONC CONCRETE REINF REINFORCEMENT temperature and techniques.
<br /> 9.Inspect pr sbessed concrete ter
<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.AppKaton Ofprestressing forces:and - - ACI318:26.921 -
<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 pestleailnq tendons- _ _ AG 518.26.92.3 - �� N
<br /> 13. ALL HELICAL PILE ASSEMBLY COMPONENTS MUST HAVE ADEQUATE STRENGTH TO DEVELOP THE TORQUE 11.I'0 0Iy I-dcerection concrete
<br /> precast concrete memoera. AG 918:Cn.26.8 l i
<br /> ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. COOT CONTINUOUS SIM SIMILAR n.veen onsau connensioned 00 prior to Crete asdesing
<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 � 0in a0009hores post-tensioned AIMS DOM - - AG 318.26.102 - ��
<br /> prior to removal Of stKKe4 and AIMS mom `
<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 beams and structural slabs.
<br /> DET DETAIL STD STANDARD i
<br /> 72.Inspect bmo M for shape.locationmer and -ANY PORTION OF THE WORK, WRITTEN APPROVAL FROM THE ENGINEER-OF-RECORD PRIOR TO INSTALLATION. DF DOUGLAS FIR(SOUTH) SYP SOUTHERN YELLOW PINE denfOnnad.s of Me concrete member being - - AG s+e:26.10.1(b) - /''
<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 DFL DOUGLAS RR 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 1705.7 -J
<br /> RECORDED AND CONFIRMED BY THE SPECIAL INSPECTOR MUST INCLUDE THE FOLLOWING: DJ DOUBLE JOIST REQUIRED SPECIAL INSPEC710N3 AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS
<br /> SHALL APPLY. 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 MANUFACTURERS1 verily element natenas sacs and lergos COMM wmm
<br /> B. CERTIFICATION OF THE INSTALLERS Me requirements x -
<br /> OR THE STRUCTURAL DRAWINGS. DN DOWN T/W TOP OF WALL
<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 itttes load tests.sot�elements and conductadditiona x - _
<br /> BRACKETS,BOLTS,THREADED RODS,NUTS,WASHERS,AND TORQUES AS SPECIFIED IN THIS EA EACH 3.Inspect drMng operations and maintain compete and x -
<br /> 13. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED EF EACH FACE TJ TRIPLE JOIST accurate ate ecmdsraeach element.
<br /> REPORT AND THE CONSTRUCTION DOCUMENTS
<br /> IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. T/BM TOP OF BEAM 4.Veiny placement batons and pumbness.confirm
<br /> D. INSTALLATION PROCEDURES FOR THE HELICAL PILE SHAFT,INSTALLATION EQUIPMENT USED,AND El EXPANSION JOINT type and sae ofhammer.record number of bows per -
<br /> 14. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS,METHODS,AND WORKMANSHIP ACCEPTED AS T/SLABTOP OF SLAB foot a penetration.determine required penetratosto X -
<br /> THEIDEALFOUNDATIONSYSTEMSINSTALLATIONINSTRUCTIONS ELEV ELEVATION achieve design capacity.record bp and butt,.n..at5,
<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 totounda0anelement
<br /> E. ANTICIPATED AND ACTUAL PILING DEPTH 5.Forstea dements.perform additional special TYP TYPICAL - -
<br /> F. REQUIRED TARGET INSTALLATION TORQUE OF PILES AND MINIMUM DEPTH OF INSTALLATION Q EQUAL inspections an accordance with Section 1705 2-
<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, EW EACH WAY UPA UNDER POST ABOVE acc8nndmm,ce�am Secctbrr717q 3. inspecoms in - -
<br /> LOADS,MATERIAL LOADS,AND OTHERS.OBSERVATIONS BY THE ENGINEER-OF-RECORD DO NOT TIGHTNESS OF ALL BOLTS AND EVIDENCE THAT THE PILE FOUNDATION SYSTEMS ARE INSTALLED FB FLUSH BEAM UWA UNDER WALL ABOVE 7.Forspeclany elements.perform additional Inspections
<br /> INCLUDE INSPECTIONS OF TEMPORARY LOADING AND STABILITY DURING CONSTRUCTION. BY AN APPROVED IDEAL FOUNDATION SYSTEMS INSTALLER. as determined by tne FIN FINISH VERT VERTICAL nes5ons'de charge. registered design praM.slorlal m
<br /> - -
<br /> 16. PILES IMPROPERLY INSTALLED BECAUSE OF MISLOCATION,MISALIGNMENT,OR FAILURE TO MEET OTHER FL FLOOR VIF VERIFY IN FIELD • rE"
<br /> 16. MINIMUM ASSUMED SOIL BEARING CAPACITY 3,000 PSF
<br /> SPECIFIED DESIGN/INSTALLATION CRITERIA ARE NOT ACCEPTABLE.ABANDON REJECTED PILES AND FLSHG FLASHING W/ WITH 1918 LOMBARD AVE
<br /> INSTALL ADDITIONAL PILES AS REQUIRED. FND FOUNDATION WC WESTERN CEDAR EVERETT
<br /> FP FIREPLACE WP WATERPROOF CONCRETE ANCHORS HELICAL PILE PROOF TESTING WA 98201FT 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. PERCENT OF PILES UP TO FIVE(5)PILES MAXIMUM(ONE(1)MINIMUM)IN ACCORDANCE WITH THE PROCEDURE •
<br /> - -
<br /> OUTLINED IN ASTM D1143 AND/OR THE 2018 INTERNATIONAL BUILDING CODE(IBC).THE MAXIMUM TEST LOAD - S210421-2XR
<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 .7.,..:..-,-.-,y,,.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 --_ _-•='-M RT
<br /> WF BEAMS-ASTM A572-50(Fy=50,000 PSI) '-_"JTF06�28�2021
<br /> H5S 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
<br /> COST TO OWNER. -
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<br /> JOBSITE SAFETY:
<br /> 0
<br /> 1. 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 g
<br /> HIS WORK.THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER AND/OR ARCHITECT SHALL H
<br /> NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR CITY OF EVERETT U
<br /> PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR,SUBCONTRACTORS, EVIEI.NED F 0 PERMIT DDc
<br /> SUPPLIERS OR THEIR EMPLOYEES,OR FOR ACCESS,VISITS,USE,WORK,TRAVEL,OR OCCUPANCY BY ANY
<br /> PER N.
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