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GENERAL STRUCTURAL NOTES ABBREVIATIONS
<br /> DESIGN CRITERIA HELM PILES AS ANCHOR BOLT FIG FOOTING I .'
<br /> CODE:201E BGIRCB AMENDMENTS AS ADOPTED BY THE REVIEYANG AGENCYUCOUNTY 1. HELICAL PILES SHALL BE DESIGNED AND MANUFACTURED N ACCORDANCE WITH THE 2018114TERNATIONAL ABV ABOVE GA GAUGE -
<br /> ROOF.........................
<br /> ............... PSF SNOW(GROUND) BUILDING CODE(I8C). AFF ABOVE FINISH FLOOR GALV GALVANIZED
<br /> FLOORS 2. HELICAL PILES SHALL BE DESIGNED AND MANUFACTURED BY IDEAL MANUFACTURING,NC.AND SHALL BE ALT ALTERNATE GLIB GLUUW BEAM
<br /> RESIDENTIAL.....................4D PSF IN ACCORDANCE WITH ESR-3760. ALUM ALUMINUM GR GRADE
<br /> BALCONY/DECK................60 PSF 3. ALL MATERIAL PROPERTIES OF HELICAL PILE COVPONENFS SHALL BE IY ACCORDANCE WITH ESR-3750. APPROX APPROXIMATE GYP GYPSUM WALL BOARD
<br /> C CORROSION PROTECTION OF ALL PILE COMPONENTS SHALL COMPLY WITH THE ICC-ES ACCEPTANCE AYC ALASKAN YELLOW CEDAR HDG NOT-DIPPED GALVANIZED
<br /> GENERAL CONDITIONS CRITERIA FOR CORROSION PROTECTION OF STEEL FOUNDATION SYSTEMS USING POLYMER(EAA) BB BOX BEAM HDR HEADER
<br /> 1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE STRUCTURAL COATINGS(AC228). 8F BOTTOM FLUSH HF HEM FIR
<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
<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 BL(G BLOCKING HT HEIGHT
<br /> STARTING WORK.THE ARCHITECT/ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING OF ANY AC358 SECTION 39. OM BEAR IN INCH
<br /> DISCREPANCIES. 6. THE SHAFT SHALL BE DESIGNED AND FABRICATED TO SUPPORT THE SPECIFIED DESIGN LOADS. BUT BOTTOM if )DINT
<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
<br /> BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER BEFORE B. HELICAL PILES SHALL BE INSTALLED VERTICALLY INTO THE GROUND WITH AN ALLONABLE ANGLE OF BRG BEAMING MIN MINIMUM W
<br /> PROCEEDING WITH ANY WORK SO INVOLVED. INCLINATION OF N-1 DEGREE FROM VERTICAL PER SECTION 42.1 OF ESR-37% BTVIN BETWEEN MISC MISCELLANEOUS Q °
<br /> 4. IN CASE OF CONFLICT, NOTES AND DETAILS OF THESE STRUCTURAL DRAWINGS SHALL TAKE 9. MONITOR AND RECORD DEPTH OF PILE BASEMENTE PENETRATION.PROVIDE TORQUE MONITORING DEVICE AS PART OF NO NON-BEARING Q w
<br /> PRECEDENCE OVER THE'GENERAL NOTES'AND/OR'STANDARD DETAILS'. THE INSTALLING UNIT.MONITOR AND RECORD TORQUE APPLIED DURING THE INSTALLATION OF EACH PILE BOTTOM Of WALLE NO NUMBER
<br /> ILEVER
<br /> S. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK,THE CONSTRUCTION SHALL BE THE AT SPECIFIC DEPTHS. CAN CANIC) CONTRROL OC ON CENTER W ~
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<br /> SAME AS FOR SIMILAR WORK. 10. HELICAL PILES SHALL BE INSTALLED TO THE MINIMUM TORQUE VALUE REQUIRED TO PROVIDE THE PST POUNDS PER SQUARE FOOT
<br /> CLG. CEILING w
<br /> 6. WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS,SECTIONS, OR DETAILS OM THESE MINIMUM REQUIRED LOAD CAPACITIES INDICATED ON PLAN INCLUDING A FACTOR OF SAFETY NO LESS PSI POUNDS PER SQUARE INCH Z W z
<br /> DRAWINGS. CU CEILINGX)IST
<br /> THAN 7W0(2).THE MAXIN.UM INSTALLATKNL TORQUE SHALL NOT EXCEED THE ALLOWABLE TORSIONAL CLR CLEAR PT PRESSURE TREATED z Z
<br /> 7. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL ENGINEER OF ANY CAPACITY OF ANY INDIVIDUAL COMPONENT COMPONENT OF THE PILE ASSEMBLY. CHU CONCRETE MASONRY UNIT RAF RAFTER O w
<br /> CONDITION WHICH IN HIS OPINION MIGHT ENDANGER THE STABILITY Of THE STRUCFURE OR CAUSE 11.ALL BRACKETS AND HELICAL PLE ASSEMBLY COMPONENTS SHALL HAVE ADEQUATE CAPACITY TO ACHIEVE COL COLUMN REF REFERENCE J
<br /> DISTRESS TO THE STRUCTURE. THE MINIMUM REQUIRED BEARING CAPACITY INCLUDING A FACTOR OF SAFETY NO LESS THAN TWO(2). CONIC CONCRETE REIKF REINFORCEMENT
<br /> 8. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SMALL BE SOLELY RESPONSIBLE W. REPAIR BRACKETS MUST BE CONCENTRICALLY LOADED AND THE BRACKET PLATE MUST BE FULLY CONN CONNECTION REQD REQUIRED
<br /> FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. PROVIDE ENGAGED WITH BOTTOM OF C04CRETE FOUNDATION. CONST CONSTRUCTION SF SQUAREFOOT
<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 SIFT SIMILAR
<br /> 9. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST EDITION OF THE REQUIRED FOR NSTALLATIONN AND ALL INDUCED STRESSES. CTR CENTER SPF SPRUCE PINE FIR
<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
<br /> ANY PORTION OF THE WORK. WRITTEN APPROVAL FROM THE ENGWEER-OF-RECORD PRIOR TO INSTALLATION. OF DOUGIAS FIR(SOUTH) SYP SOUTHERN YELLOW PINE
<br /> 10. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 15. CONTINUOUS SPECIAL INSPECTIONIN ACCORDANCE WITH 2O15 AND 2018IBC SECTION 17059 MUST BE DFL 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 FOU14DATION BRACKETS,ITEMS TO BE DIV DIMENSION TIC TOP OF CONCRETE
<br /> SHALL APPLY RECORDED AND CONFIRMED BY THE SPECIAL INSPECTOR MUST INCLUDE THE FOLLO'NtNG' 01 DOUBLE)GIST T/P TOP OF PLATE
<br /> ll. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES A PRODUCT MANUFACTURER DIA DIAMETER T/S TOP OF STEEL
<br /> OR THE STRUCTURAL DRAWINGS. B. MANUFACTURER S CERTIFICATION OF THE INSTALLERS D4 DOWN TM 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
<br /> 13. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED BRACKETS,BOLTS,THREADED RODS.NUTS.WASHERS,AND TORQUES AS SPECIFIED N THIS EA EACH TI TRIPLE)OIST
<br /> IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. REPORT AND THE CONSTRUCTION DOCUMENTS EF EACH FACE T/BM TOP OF BEAM _
<br /> D. INSTALLATION PROCEDURES FOR THE HELICAL PILE SHAFT,INSTALLATION EQUIPMENT USED,AND E) EXPANSION XOI1R
<br /> 14. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS,METHODS,AND WORKMANSHIP ACCEPTED AS ELEV ELEVATION TJSIABTOP OF STAB
<br /> GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE THE IDEAL FOUNDATION SYSTEMS INSTALLATION INSTRUCTIONS TIP TOP PLATE
<br /> E. ANTICIPATED AND ACTUAL PIING DEPTH EN EDGE NAILING(PANEL)
<br /> 'INTERNATIONAL BUILDING CODE'(IBC),AND STANDARDS REFERENCED THEREIN, EQ EQUAL lYP TYPICAL
<br /> F. REWIRED TARGET INSTALLATION TORQUE OF PIES AND MINIMUM DEPTH OF INSTALLATION
<br /> 15. STRUCTURAL STABILITY OF ALL NEW AND EXISTING STRUCTURES DURING CONSTRUCTION SHALL BE ES EACH SIDE LINO UNLESS NOTED OTHERWISE
<br /> THE RESPONSIBILITY OF THE CONTRACTOR THIS INCLUDES EXCAVATIONS,COLUMNS,EQUIPMENT G. INCLINATION!AND POSITION DU PIES.TOP H PILE EXTENSION FOUNDATION
<br /> IN FULL SYSTEMS WITH BRACKET, EW EACH WAY UPA UNDER POST ABOVE
<br /> LOADS,MATERIAL LOADS,AND OTHERS.OBSERVATIONS BY THE ENGINEER-OF-RECORD DO NOT TIGHTNESS OF ALL DOLTS AND EVIDENCE THAT THE PILE FDUNDATION SYSTEMS ARE INSTALLED FB FLUSH SFAM UWA UNDER WALL ABOVE
<br /> BY AN APPROVED IDEAL FOUNDATION SYSTEMS INSTALLER.
<br /> INCLUDE INSPECTIONS OF TEMPORARY LOADING AND STABILITY DURING CONSTRUCTION. FIN FINISH VERT VERTICAL
<br /> 16. PILES IVPROPERLY INSTALLED BECAUSE OF MISLOCATION,MISALIGNMENT,OR FAILURE i0 MEET OTHER FL FLOOR VIFIF VERIFY IN FIELD
<br /> SPECIFIED DESIGNANSTALLATION CRITERIA ARE NOT ACCEPTABLE.ABANDON REJECTED PILES AND FLSHG FLASHING 1V/ WITH 7211 Beverly Blvd
<br /> INSTALL ADDITIONAL PILES AS REQUIRED. FND FOUNDATION WC WESTERN CEDAR
<br /> Everett,WA 98203
<br /> FP FIREPLACE WP WATERPROOF
<br /> CONCRETE ANCHORS HELICAL PILE PROOF TESTING
<br /> FT FOOT IYWF WENDED WIRE FABRIC
<br /> 1. ALL SPECIFIED CONCRETE ANCHORS SHALL BE SIVPSON STRONG TE,NLTI,OR EQUNAI_ENT.SPECIAL THE CAPACITY OF THE INSTALLED PILES SHALL BE VERIFIED BY FIELD TESTING OF A MINIMUM THREE(3)
<br /> INSPECTIONS REQUIRED. PERCENT OF PILES UP TO FIVE(5)PILES MAXSJUM(ONE(1)MINIMUM)IN ACCORDANCE WITH THE PROCEDURE
<br /> OUTLINED IN ASTM DI143ANWOR THE 2018INTERNATIONAL BUILDING CODE(18C).THE MAXIMUM TEST LOAD S230731-2XR
<br /> STRUCTURAL AND MISC.STEEL SHALL BE TWO-HUNDRED(200)PERCENT OF THE SPECIFIED DES"LOAD. SPECIAL INSPECTIONS SCHEDULE
<br /> 1. REFERENCE STANDARDS:DESIGN,FABRICATION AND ERECTION ARE TO BE IN ACCORDANCE WITH THE PAM
<br /> LATEST EDITION OF THE AISC'CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES'. SPECIAL INSPECTIONS TABLES PER THE 20181BC.ALL ITEMS NON-APPLICABLE ITEMS HAVE BEEN
<br /> 2. MATERIALS: MARKED%%TIM A'.*.ITEMS REQUIRING SPECIAL INSPECTION HAVE BEEN MARKED WITH AN'X'. M RT
<br /> BOLTS-ASTM A307,UNLESS OTHERWISE NOTED
<br /> WF BEAMS-ASTH A572.50(Fy=50,000 PSI) TABLE 1705.3 TABLE 1705.7
<br /> HSS ROUND COLUMNS-ASTM ASOD Gr.B(Fy=42,000 PSI) REODULED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION REWIRED SPECIAL N SPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS 08/09/2023
<br /> HSS RECTANGULAR COLUMNS-ASTIR A500 Gr.8(Fy=46,000 PSI) col-Vws FEl000e snem uFEaxeEO 19c TYPE coNT9.vous spicm Nsncl ntttotnc s9Eau nsftc O
<br /> ALL OTHER STEEL-ASTM A35(Fy=36,000 PSI) TYPE x$F�ECT� wsrEot s1A1tP+lto' REFERENCE 1 rFe J 4'G w°'a"s'°"7"'c°'s`F'^' _
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<br /> ALTERNATES:
<br /> 1. CONFORM TO THE AWS CODES Dl.l AND D1.3.,AND USE ONLY CERTIFIED WELDERS.WELDS NOT aw.Fw asluATo6 - - Alns 01+ .1•erry stxercrt vxranax su4m
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<br /> SPECIFIED ARE TO BE 1/4'CONTINUOUS FILLET MINIMUM.USE DRY E70 ELECTRODES. er.Av - awl aTe*ebam x+t^ •tdPeres'a+Dn+n x -
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<br /> 1. ALTERNATE ASSEMBLIES AND MATERIALS WILL BE CONSIDERED FOR REVIEW.ENGINEER HAY REQUEST +Fx7ecl arms-Rwvdonrder,ea tuts F,xc«atnc<rD15ec1m '
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<br /> PAYMENT FOR REVIEW;CONTRACTOR WILL BEAR BURDEN FOR ADDITIONAL PAYMENT AT NO ADDITIONAL a afesx axnxs rowed=naw,y icfaa:',1`.ersi�«c1
<br /> COST TO OWNER. or15>.:roY rnlrled cfeevemnresal - - an sls 1]9z+ - ]Fas9efa]FeWr,ft Pecbcleds•owlraNe. _ - Lu
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<br /> 1. THE ENGINEER AND/OR ARCHITECT HAVE NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN s er.Nlue arev,ted esylti - - 26 a 26 a e 19x32 19:d 3
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<br /> AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR bs.`cngr+Nsls_P'"'•'S'�'pa3a - - as]uC31 1 a 10 -U
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<br /> TO MEANS,METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM ]1,wefttu„c,.ttaa„ra,:•ep,le+xab 1Ae6.190a]. �
<br /> HIS WORK.THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER AND/OR ARCHITECT SHALL yA„� - - Ac1316 2e+s Ims :D
<br /> NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR 4isLe caepeC`eO - - wms zeara6+9 is[99 r
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<br /> PROVIDING A SAFE PLACE FOR THE PERFORMANCE Of WORK BY THE CONTRACTOR,SUBCONTRACTORS, 9 tbpeflresteslmcorcreletx - -
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<br /> SUPPLIERS OR THEIR EMPLOYEES,OR FOR ACCESS,VISITS,USE,WORK,TRAVEL,OR OCCUPANCY BY ANY to
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