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<br /> GENERAL STRUCTURAL NOTES Cz .,_., ,.„.,,,•,
<br /> DESIGN CRITERIA HELICAL PILES ABBREVIATIONS SPECIAL INSPECTIONS SCHEDULE k'r
<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 1,3, . ,g"
<br /> ROOF 25 PSF SNOW(GROUND)
<br /> GROUND) 2018INTERNATIONAL BUILDING CODE(IBC). As ANCHOR BOLT FTG FOOTING SPECIAL INSPECTIONS TABLES PER THE 201E IBC.ALL ITEMS NON-APPLICABLE RENTS HAVE BEEN ••, p"• �
<br /> FLOORS 2. HELICAL PILES SHALL BE DESIGNED AND MANUFACTURED BY IDEAL MANUFACTURING, ABV ABOVE GA GAUGE MARKED WITH A'=.REMS REQUIRING SPECIAL INSPECTION HAVE BEEN MARKET)WITH AN'X'.
<br /> AFF ABOVE FINISH FLOOR GALV GALVANIZED
<br /> RESIDENTIAL 40 PSF INC.,AND SHALL BE IN ACCORDANCE WITH ESR-3750. ALT ALTERNATE GLB GLULAM BEAM TABLE17063
<br /> BALCONY/DECK 60 PSF 3. ALL MATERIAL PROPERTIES OF HELICAL PILE COMPONENTS SHALL BE IN ACCORDANCE ALUM ALUMINUM GR GRADE REQUIRED SPECU,L INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
<br /> WITH ESR-3750. APPROX APPROXIMATE GYP GYPSUM WALL BOARD TYPE
<br /> PERIODIC SPECIAL ERERCEo
<br /> GENERAL CONDITIONS 4. CORROSION PROTECTION OF ALL PILE COMPONENTS SHALL COMPLY WITH THE ICC-ES AYC ALASKAN YELLOW CEDAR HDG HOT-DIPPED GALVANIZED INSPECTION INsvEtnoN -STANDARD" REFErtsxcE
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<br /> 1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE STRUCTURAL ACCEPTANCE CRITERIA FOR CORROSION PROTECTION OF STEEL FOUNDATION SYSTEMS HF HEM FIR ` encreaywac<rcem. .3.26.6 t-2es3
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<br /> ENGINEER OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING WITH THE WORK. USING POLYMER(EAA)COATINGS(AC228). - BLDG BUILDING HGT HEIGHT a YM.<aa°N`mremar,m gas _ _
<br /> 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE 5. ALL HELICAL FOUNDATION COMPONENTS SHALL BE GALVANICALLY ISOLATED FROM BLKG BLOCKING HT HEIGHT g Iape,lother:.gkoass meet welds.moo,,o A06 M 6.=66a
<br /> STARTING WORK.THE ARCHITECT/ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING OF ANY CONCRETE REINFORCING STEEL,BUILDING STRUCTURAL STEEL,OR ANY OTHER METAL BM BEAM IN INCH ',,a"0 EDT BOTTOM IT JOINT `c I Inspect
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<br /> DISCREPANCIES. BUILDING COMPONENTS PER AC358 SECTION 3.9. AP BOTTOM PLATE MAX MAXIMUM 4Ig.
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<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 BRG BEARING MIN MINIMUM COncrete 11P1'.,
<br /> BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER BEFORE DESIGN LOADS. BTWN BETWEEN MISC MISCELLANEOUS a klIsesrve Of coop ry horssaaoC0o'o`w° 'S. - - 50310.17e2.1
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<br /> PROCEEDING WITH ANY WORK SO INVOLVED. 7. ONLY MANUFACTURER-APPROVED CONNECTORS,ADAPTORS,AND ACCESSORIES MAY ° Cno loads NB NON-BEARING aws"a.a,."°„ - O 0 '
<br /> B/W BOTTOM OF WALL NO NUMBER `"
<br /> 4. IN CASE OF CONFLICT, NOTES AND DETAILS OF THESE STRUCTURAL DRAWINGS SHALL TAKE BE USED. CANT CANTILEVER s.ye'^y regoreomsg"mn - - 44 twee,we3 ul
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<br /> PRECEDENCE OVER THE"GENERAL NOTES"AND/OR'STANDARD DETAILS'. 8. HELICAL PILES SHALL BE INSTALLED VERTICALLY INTO THE GROUND WITH AN CJ CONTROL JOINT 6 5.1o<w<,etepacemem_'ae^<ate spec.. ,j2 '" _z-.O
<br /> PSF POUNDS PER SQUARE FOOT tests ms 10 amv -
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<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+I-1 DEGREE FROM VERTICAL PER SECTION 4.2.1 CLG. CEILING - ' 'a"<a 264 s 2812
<br /> CU CEILING JOIST PSI POUNDS PER SQUARE INCH W O
<br /> PT PRESSURE TREATED > eI 3nd000,,e.ceneP3ta - -
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<br /> SAME AS FOR SIMILAR WORK. OF ESR-3750. CLR CLEAR pp` lecm""YPs ,
<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 CMU CONCRETE MASONRY UNIT RAF RAFTER ernmc`my rag'eab a1 o psp.).cdn" - - Aa a,e 2647-26 49 ,9oe9 �./ W
<br /> DRAWINGS. DEVICE AS PART OF THE INSTALLING UNIT.MONITOR AND RECORD TORQUE APPLIED COL COLUMN REF REFERENCE temperature
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<br /> 7. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL ENGINEER OF ANY DURING THE INSTALLATION OF EACH PILE AT SPECIFIC DEPTHS. READ REQUIRED m-mnl,ect,aaro„awe<au.wa<1e n,bmws. - "- --- Aa.,1e a'Pee O'O',W
<br /> CONN CONNECTION erde..<onue.,raga.Pwrm sreg.
<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 CONST CONSTRUCTION SF SQUARE FOOT of tendons
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<br /> DISTRESS TO THE STRUCTURE. PROVIDE THE MINIMUM REQUIRED LOAD CAPACITIES INDICATED ON PLAN INCLUDING A CONT CONTINUOUS SIM SIMILAR _ a
<br /> FACTOR OF SAFETY NO LESS THAN TWO(2).THE MAXIMUM INSTALLATION TORQUE SHALL CTR CENTER SPF SPRUCE PINE FIR Inspect
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<br /> 8. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE SOLELY RESPONSIBLE ,2 la.omerI1/01 it mmwape.,wat
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<br /> FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. PROVIDE NOT EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF ANY INDIVIDUAL COMPONENT OF DET DETAIL STD STANDARD
<br /> TABLE I706.7
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<br /> Q Q DF DOUGLAS FIR(SOUTH) SYP SOUTHERN YELLOW PINE
<br /> ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. THE PILE ASSEMBLY. DFL DOUGLAS FIR LARCH T/ TOP OF NI REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDAN ELEMENTS
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<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 DIM DIMENSION T/C TOP OF CONCRETE 1 vm,1 ewt.m malerNK a.te,gta comply sorb
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<br /> . _INSPECTION PERIODIC SPECIAL INSPEg1roN T ll \ `Pi
<br /> CAPACITY TO ACHIEVE THE MINIMUM REQUIRED BEARING CAPACITY INCLUDING A FACTOR DJ DOUBLE JOIST T/P TOP OF PLATE t reggae
<br /> INTERNATIONAL BUILDING CODE,AND ALL OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER DIA DIAMETER 2.omem,mn ehn.S.wueeregme^n and conduct x -
<br /> OF SAFETY NO LESS THAN TWO(2). T/S TOP OF STEEL
<br /> ANY PORTION OF THE WORK. DN DOWN 31mpeel,7777 «wm,maim.comp).awl x -
<br /> 12. REPAIR BRACKETS MUST BE CONCENTRICALLY LOADED AND THE BRACKET PLATE T/W TOP OF WALL
<br /> 10. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. DS DOWN SPOUT TF TOP FLUSH .°enry placement"`°each p1n...co0rm
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<br /> MUST BE FULLY ENGAGED WITH BOTTOM OF CONCRETE FOUNDATION. EA EACH a uaw„ t^mwe requited petlm,ate.to x - /'
<br /> WHERE THE NOTES,DRAWINGS,AND/OR SPECIFICATIONS DIFFER,THE MORE STRINGENT REQUIREMENTEF EACH FACE T) TRIPLE JOIST ,r,,,�,< ,"^< a ^,n,p�,b,„m,
<br /> SHALL APPLY. 13. ALL HELICAL PILE ASSEMBLY COMPONENTS MUST HAVE ADEQUATE STRENGTH TO T/BM TOP OF BEAM alas n°< 'a m m'
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<br /> 11. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES DEVELOP THE TORQUE REQUIRED FOR INSTALLATION AND ALL INDUCED STRESSES. ELEV ELEVATION T/SLAB TOP OF SLAB "noe<^we^a«n'a,. - MK 2 - - .';`�S
<br /> 14. THE PILE QUANTITY,LAYOUT,AND SPACING INDICATED ON PLAN SHALL NOT BE TP TOP PLATE 6.r«<aets.ete wenemsam moc.,InS eaeinS in
<br /> OR THE STRUCTURAL DRAWINGS. EN EDGE NAILING(PANEL) cenoclancesandzapn p13 span mspxuwsin - -
<br /> TYP TYPICAL :...ay elements agaml
<br /> CHANGED WITHOUT WRITTEN APPROVAL FROM THE ENGINEER-OF-RECORD PRIOR TO EQ EQUALS For...ay elements p<npun aggmona mspal,ars -------"--- ------
<br /> 12. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. UNO UNLESS NOTED OTHERWISE °<'`anon.°by Me reg""red design profess..m - -
<br /> 13. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED INSTALLATION. ES EACH WSIAYE
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<br /> 15. CONTINUOUS SPECIAL INSPECTION IN ACCORDANCE WITH 2015 AND 2012 IBC SECTION EW EACH UPA UNDER POST ABOVE
<br /> IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. F8 FLUSH BEAM UWA UNDER WALL ABOVE _
<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 FIN FINISH VERT VERTICAL
<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 FL FLOOR VIF VERIFY IN FIELD
<br /> "INTERNATIONAL BUILDING CODE"(IBC),AND STANDARDS REFERENCED THEREIN. INSPECTOR MUST INCLUDE THE FOLLOWING: FLSHG FLASHING W/ WITH
<br /> A. PRODUCT MANUFACTURER FND FOUNDATION WC WESTERN CEDAR
<br /> 15. STRUCTURAL STABILITY OF ALL NEW AND EXISTING STRUCTURES DURING FP FIREPLACE WP WATERPROOF
<br /> CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.THIS INCLUDES B. MANUFACTURER'S CERTIFICATION OF THE INSTALLERS Fr FOOT WWF WELDED WIRE FABRIC
<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 3421 Nassau St,
<br /> EQUIPMENT USED,AND
<br /> THE IDEAL FOUNDATION SYSTEMS INSTALLATION INSTRUCTIONS Everett,WA 98201
<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. S220712-3XR
<br /> G. INCLINATION AND POSITION OF PILES,TOP OF PILE EXTENSION IN FULL
<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 ;-:,, _.._ ,,. MRT
<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. _- --9/1/22
<br /> HSS ROUND COLUMNS-ASTM A500 Gr.B(Fy=42,000 PSI)
<br /> HSS RECTANGULAR COLUMNS-ASTM A500 Gr.B(Fy=46,000 PSI) HELICAL PILE PROOF TESTING ,,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 D1.3.,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. Ln
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<br /> JOBSITE 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 J
<br /> TO MEANS,METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORMcc
<br /> HIS WORK.THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER AND/OR ARCHITECT SHALL
<br /> NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR Cb
<br /> PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR,SUBCONTRACTORS, D
<br /> SUPPLIERS OR THEIR EMPLOYEES,OR FOR ACCESS,VISITS,USE,WORK,TRAVEL,OR OCCUPANCY BY ANY
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