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GENERAL STRUCTURAL NOTES
<br /> DESIGN CRITERIA HELICAL PILES .- 'otfr_ •
<br /> CODE:2018 IBC/IRC&AMENDMENTS AS ADOPTED BY THE REVIEWING AGENCY/COUNTY. 1. HELICAL PILES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH THE ABBREVIATIONS SPECIAL INSPECTIONS SCHEDULE •••:�5;-_. _
<br /> ROOF 25 PSF SNOW(GROUND) 2018 INTERNATIONAL BUILDING CODE(IBC). AB ANCHOR BOLT FTG FOOTING •.AJNAI •
<br /> FLOORS 2. HELICAL PILES SHALL BE DESIGNED AND MANUFACTURED BY IDEAL MANUFACTURING, ABV ABOVE GA GAUGE SPECK INSPECTKMS THOLES PER THE IOIB IBC.ALL ITEMS NONAPPLICABLE YENS HAVE BEEN ...•
<br /> AFF ABOVE FINISH FLOOR GALV GALVANIZED NARKED WITH A-=.ITEMS REOURNG SPECNL INSPECTION HAVE BEEN MARKED WITH AN•X•.
<br /> RESIDENTIAL 40 PSF INC.,AND SHALL BE IN ACCORDANCE WITH ESR-3750. ALT ALTERNATE GLB GLULAM BEAM
<br /> TABLE TESTS
<br /> BALCONY/DECK 60 PSF 3. ALL MATERIAL PROPERTIES OF HELICAL PILE COMPONENTS SHALL BE IN ACCORDANCE
<br /> ALUM ALUMINUM GR GRADE REQUIRED SPECIALINbPEClKN3 AND TESTS OF CONCRETE CdI81RUClION
<br /> WITH ESR-3750. APPROX APPROXIMATE GYP GYPSUM WALL BOARD
<br /> GENERAL CONDITIONS 4. CORROSION PROTECTION OF ALL PILE COMPONENTS SHALL COMPLY WITH THE ACC-ES PVC ALASKAN YELLOW CEDAR HOG HOT-DIPPED GALVANIZED TYPE NBEEBTroN INaF6EnEN REFERENCE
<br /> BB BOX BEAM HDR HEADER
<br /> 1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE STRUCTURAL ACCEPTANCE CRITERIA FOR CORROSION PROTECTION OF STEEL FOUNDATION SYSTEMS BF BOTTOM FLUSH HE HEM FIR ..cema'N.A.PeS1eS°'°
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<br /> ENGINEER OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING WITH THE WORK. BLDG BUILDING HGT HEIGHT "E^ar.1041E
<br /> USING POLYMER(FAIT)COATINGS(AC228). m.e10Aaan a.el...Nam - -
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<br /> 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE 5. ALL HELICAL FOUNDATION COMPONENTS SHALL BE GALVANICALLY ISOLATED FROM BM BEAM IN INCH wss NM peas",nmw, ,u 340 x
<br /> STARTING WORK.THE ARCHITECT/ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING OF ANY CONCRETE REINFORCING STEEL,BUILDING STRUCTURAL STEEL,OR ANY OTHER METAL BOT BOTTOM rr JOINT "a
<br /> BP DISCREPANCIES. BUILDING COMPONENTS PER AC358 SECTION 3.9. BRG BEEAR NG PLATEOTTOM MIN MAXIMUM Aspect rcoors assi n mrrcaE - _ m i1P.T6 _
<br /> MIN MINIMUM 4ns�„am,v„s P°P+,wawa n E"amm
<br /> 3. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS SHALL 6. THE SHAFT SHALL BE DESIGNED AND FABRICATED TO SUPPORT THE SPECIFIED BTWN BETWEEN MISC MISCELLANEOUS < new.,
<br /> BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER BEFORE DESIGN LOADS. BSMr BASEMENT NB NON-BEARING ONE. POT.. ma,'p,�in - - A°318„a,4 -
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<br /> B/W BOTTOM OF WALL NO NUMBER
<br /> PROCEEDING WITH ANY WORK SO INVOLVED. 7. ONLY MANUFACTURER-APPROVED CONNECTORS,ADAPTORS,AND ACCESSORIES MAY CANT CANTILEVER Pe n's"'/11 r-d0---- - - Q O z
<br /> OC ON CENTER
<br /> 4. IN CASE OF CONFLICT, NOTES AND DETAILS OF THESE STRUCTURAL DRAWINGS SHALL TAKE BE USED. CLG. CONTROL
<br /> JOINT
<br /> PSF POUNDS PER SQUARE FOOT Vmrv,Nem_:a„•�,m.+a^mar - - -, a ,SEE ,4Ea,
<br /> PSI POUNDS PER SQUARE INCH ,o o,krca NxmNm,anaak sonny. ASTI4C z O
<br /> PRECEDENCE OVER THE"GENERAL NOTES"AND/OR"STANDARD DETAILS". 8. HELICAL PILES SHALL BE INSTALLED VERTICALLY INTO THE GROUND WITH AN CU CEILING JOIST ^+emgnwn M:en,emmPams - - ,�„^
<br /> 5. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK,THE CONSTRUCTION SHALL BE THE ALLOWABLE ANGLE OF INCLINATION OF♦/-1 DEGREE FROM VERTICAL PER SECTION 4.2.1 CLR CLEAR PT PRESSURE TREATED +.as 41a^^^ ,e:m,p IEe,pnSp.a..,.aOP AM 26.4.5..1 S I . W
<br /> CMU CONCRETE MASONRY UNIT RAT RAFTER ,i',u ,ramero Nn Fnnmo-lwxemm:,ry - A OB 2e,s
<br /> SAME AS FOR SIMILAR WORK. OF ESR-3750. COL COLUMN REF REFERENCE u WWPYO.Wa... - .MI36" 0.--
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<br /> REINF REINFORCEMENT ven�mawenaNmv o,"pec led mmy _ - ACT 31e z64,-7600 NITS V
<br /> 6. WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THESE 9. MONITOR AND RECORD DEPTH OF PILE PENETRATION.PROVIDE TORQUE MONITORING CONC CONCRETE s.ana ,�
<br /> CONN CONNECTION REQD REQUIRED °NF""R'esvene^O..e.. Z_ W LL
<br /> DEVICE AS PART OF THE INSTALLING UNIT.MONITOR AND RECORD TORQUE APPLIED 'GOV�[«mm E.o..�"en�C,oi -
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<br /> DRAWINGS. eoNsr CONSTRUCTION SF SQUARE FOOT NV
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<br /> CONT CONTINUOUS SIM SIMILAR m�,e.en�.,mc.se,,w.,v,e - Aa 316 US 263 - O O
<br /> 7. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL ENGINEER OF ANY DURING THE INSTALLATION OF EACH PILE AT SPECIFIC DEPTHS. --K:N '.orc,MM"e�, ,E rcrc,p aaa:eg
<br /> CTR CENTER SPF SPRUCE PINE FIR _ - , -
<br /> CONDITION WHICH IN HIS OPINION MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE 10. HELICAL PILES SHALL BE INSTALLED TO THE MINIMUM TORQUE VALUE REQUIRED TO DET DETAIL STD STANDARD pna .!et ONTandnm,+,pm AD •m.sta. E2 J
<br /> DISTRESS TO THE STRUCTURE. PROVIDE THE MINIMUM REQUIRED LOAD CAPACITIES INDICATED ON PLAN INCLUDING A OF DOUGLAS FIR(SOUTH) SYP SOUTHERN YELLOW PINE a,w.ap,•.IN .M;,+ _ _ Ao 3,6 ze.E,, _
<br /> 8. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE SOLELY RESPONSIBLE FACTOR OF SAFETY NO LESS THAN TWO(2).THE MAXIMUM INSTALLATION TORQUE SHALL DEL DOUGLAS FIR LARCH T/ TOP OF o-^"10
<br /> DIM DIMENSION T/C TOP OF CONCRETE TABLE 1706.7
<br /> FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. PROVIDE NOT EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF ANY INDIVIDUAL COMPONENT OF DI DOUBLE JOIST T/P TOP OF PLATE REQUIRED SPECIN-WSPECTIONS ONO TESTS OF DRAWN DEEP FOUNDATION ELEMENTS
<br /> ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. THE PILE ASSEMBLY. DIA DN DDOWN ER T/S TOP OF STEEL TYPE ASIBOVAVI SPECIAL INSPECTION PERIODIC SPECSPECIALINSPINSPECTIONEc,INSPECTION 1
<br /> 9. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST EDITION OF THE 11. ALL BRACKETS AND HELICAL PILE ASSEMBLY COMPONENTS SHALL HAVE ADEQUATE Ds DOWN SPOUT T/W TOP OF WALL ',°"'a ^,a'e"a""°°'a"^""E'^+".w;•"^ t - /�
<br /> CAPACITY TO ACHIEVE THE MINIMUM REQUIRED BEARING CAPACITY INCLUDING A FACTOR FA EACH Dew. dsa s a a,""""""°""1d1' _ 04
<br /> INTERNATIONAL BUILDING CODE,AND ALL OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER n 1xlr FLUSH
<br /> '°°°°"•"°a°""°a'"a""°° 0
<br /> EF EACH FACE3 aNINFIdwon,-ere,.Nnw"10maeuan<unEN,ea. .
<br /> ANY PORTION OF THE WORK. OF SAFETY NO LESS THAN TWO(2). El EXPANSION JOINT T/BM TOP OF BEAM a 'W WOO.and pl -
<br /> 12. REPAIR BRACKETS MUST BE CONCENTRICALLY LOADED AND THE BRACKET PLATE ELEv ELEVATION T/SLABTOP OF FLAB P-.
<br /> 10. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. Na eve N:a a^.aaw..10,w^A wN 10
<br /> MUST BE FULLY ENGAGED WITH BOTTOM OF CONCRETE FOUNDATION. ENQ EDGE NAILING(PANEL) TP TOP PLATE „,� a3'man bp din NA e�.Nmt
<br /> WHERE THE NOTES,DRAWINGS,AND/OR SPECIFICATIONS DIFFER,THE MORE STRINGENT REQUIREMENT EQ EQUAL TYP TYPICALaad '°'^°^^•^°^e,m,aell
<br /> SHALL APPLY. 13. ALL HELICAL PILE ASSEMBLY COMPONENTS MUST HAVE ADEQUATE STRENGTH TO ES EACH SIDE LINO UNLESS NOTED OTHERWISE a,m"mo. 0on osloeAN•',...
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<br /> DEVELOP THE TORQUE REQUIRED FOR INSTALLATION AND ALL INDUCED STRESSES. ex EACH WAY UPA UNDER POST ABOVE Pe..ItsIs and addaNnain, „^"n - -
<br /> 11. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES FB FLUSH BEAM UWA UNDER WALL ABOVE pm
<br /> DR THE STRUCTURAL DRAWINGS. 14. THE PILE QUANTITY,LAYOUT,AND SPACING INDICATED ON PLAN SHALL NOT BE FIN FINISH VERT VERTICAL >penalty ONINa N."s.P" aseam mamnN. ,uN mNe,oB5MM0005E^Pae10rv,a n - -
<br /> 12. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. CHANGED WITHOUT WRITTEN APPROVAL FROM THE ENGINEER-OF-RECORD PRIOR TO FL FLOOR VIE VERIFY IN FIELD •esport6 4i F
<br /> INSTALLATION. FLUHG FLASHING W/ WITH
<br /> 13. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED RID FOUNDATION WC WESTERN CEDAR
<br /> IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. 15. CONTINUOUS SPECIAL INSPECTION IN ACCORDANCE WITH 2015 AND 2012 IBC SECTION FP FIREPLACE WP WATERPROOF
<br /> 14. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS,METHODS,AND WORKMANSHIP ACCEPTED AS 1705.9 MUST BE PROVIDED FOR THE INSTALLATION OF THE HELICAL PILES AND FT FOOT WWF WELDED WIRE FABRIC
<br /> GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE FOUNDATION BRACKETS.ITEMS TO BE RECORDED AND CONFIRMED BY THE SPECIAL
<br /> "INTERNATIONAL BUILDING CODE"(IBC),AND STANDARDS REFERENCED THEREIN. INSPECTOR MUST INCLUDE THE FOLLOWING:
<br /> 15. STRUCTURAL STABILITY OF ALL NEW AND EXISTING STRUCTURES DURING A. PRODUCT MANUFACTURER
<br /> CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.THIS INCLUDES B. MANUFACTURER'S CERTIFICATION OF THE INSTALLERS
<br /> EXCAVATIONS,COLUMNS,EQUIPMENT LOADS,MATERIAL LOADS,AND OTHERS. C. PRODUCT TYPE AND CONFIGURATIONS FOR HELICAL PILE LEAD SHAFT
<br /> OBSERVATIONS BY THE ENGINEER-OF-RECORD DO NOT INCLUDE INSPECTIONS OF SECTIONS,EXTENSIONS,BRACKETS,BOLTS,THREADED RODS,NUTS,WASHERS,AND
<br /> TEMPORARY LOADING AND STABILITY DURING CONSTRUCTION. TORQUES AS SPECIFIED IN THIS REPORT AND THE CONSTRUCTION DOCUMENTS
<br /> D. INSTALLATION PROCEDURES FOR THE HELICAL PILE SHAFT,INSTALLATION 4332 Colby Ave,
<br /> EQUIPMENT USED,AND
<br /> THE IDEAL FOUNDATION SYSTEMS INSTALLATION INSTRUCTIONS Everett,WA 98203
<br /> E. ANTICIPATED AND ACTUAL PILING DEPTH
<br /> CONCRETE ANCHORS F. REQUIRED TARGET INSTALLATION TORQUE OF PILES AND MINIMUM DEPTH OF
<br /> 1. ALL SPECIFIED CONCRETE ANCHORS SHALL BE SIMPSON STRONG TIE,HILTI,OR EQUIVALENT. INSTALLATION
<br /> SPECIAL INSPECTIONS REQUIRED. G. INCLINATION AND POSITION OF PILES,TOP OF PILE EXTENSION IN FULL S220906-1 XR
<br /> STRUCTURAL AND MISC.STEEL CONTACT WITH BRACKET,TIGHTNESS OF ALL BOLTS AND EVIDENCE THAT THE PILE
<br /> 1. REFERENCE STANDARDS:DESIGN,FABRICATION AND ERECTION ARE TO BE IN ACCORDANCE WITH THE FOUNDATION SYSTEMS ARE INSTALLED BY AN APPROVED IDEAL FOUNDATION SYSTEMS NJ
<br /> LATEST EDITION OF THE AISC"CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". INSTALLER.
<br /> 2. MATERIALS: 16. PILES IMPROPERLY INSTALLED BECAUSE OF MISLOCATION,MISALIGNMENT,OR
<br /> M RT
<br /> BOLTS-ASTM A307,UNLESS OTHERWISE NOTED FAILURE TO MEET OTHER SPECIFIED DESIGN/INSTALLATION CRITERIA ARE NOT
<br /> WF BEAMS-ASTM A572-50(Fy=50,000 PSI) ACCEPTABLE.ABANDON REJECTED PILES AND INSTALL ADDITIONAL PILES AS REQUIRED. 11/13/22
<br /> HSS ROUND COLUMNS-ASTM A500 Gr.B(Fy=42,000 PSI)
<br /> HSS RECTANGULAR COLUMNS-ASTM A500 Gr.8(Fy=46,000 PSI) HELICAL PILE PROOF TESTING
<br /> ALL OTHER STEEL-ASTM A36(Fy=36,000 PSI) PROOF TESTING OF AT LEAST TWENTY PERCENT OF THE HELICAL PIERS IN EIGHT EQUAL
<br /> INCREMENTS UP TO 200 PERCENT OF THE DESIGN LOAD,IF REQUIRED BY THE PERMITTING
<br /> STRUCTURAL STEEL WELDING AUTHORITY.EACH LOAD INCREMENT UP TO THE 200 PERCENT OF DESIGN LOAD SHOULD BE
<br /> 1. CONFORM TO THE AWS CODES D1.1 AND 01.3.,AND USE ONLY CERTIFIED WELDERS.WELDS NOT HELD FOR FIVE(5)MINUTES AND THE VERTICAL STRAIN MONITORED.IF THE TOTAL STRAIN
<br /> SPECIFIED ARE TO BE 1/4"CONTINUOUS FILLET MINIMUM.USE DRY E70 ELECTRODES. BETWEEN 1 AND 5 MINUTES IS LESS THAN 0.04 INCHES,THE HELICAL PIER MAY BE
<br /> CONSIDERED ACCEPTABLE.IF THE RECORDED STRAIN EXCEEDS 0.04 INCHES,THE HELICAL
<br /> ALTERNATES: PIER SHOULD EITHER BE DEEPENED AND RETESTED OR ABANDONED AND A NEW HELICAL
<br /> 1. ALTERNATE ASSEMBLIES AND MATERIALS WILL BE CONSIDERED FOR REVIEW.ENGINEER MAY REQUEST PIER SHALL BE INSTALLED AND TESTED.
<br /> PAYMENT FOR REVIEW;CONTRACTOR WILL BEAR BURDEN FOR ADDITIONAL PAYMENT AT NO ADDITIONAL
<br /> COST TO OWNER.
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<br /> IOBSITE SAFETY: 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
<br /> TO MEANS,METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM Ce
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<br /> HIS WORK.THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER AND/OR ARCHITECT SHALL CITY OF EVE R ETT Ce
<br /> NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR REVIEWED FOR PERMIT
<br /> PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR,SUBCONTRACTORS, u
<br /> SUPPLIERS OR THEIR EMPLOYEES,OR FOR ACCESS,VISITS,USE,WORK,TRAVEL,OR OCCUPANCY BY ANY CC
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