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GENERAL STRUCTURAL NOTES ABBREVIATIONS SPECIAL INSPECTIONS SCHEDULE
<br /> DESIGN CRITERIA HELICAL PILES All ANCHOR BOLT FTG FOOTING
<br /> CODE:2018 IRC IBC 8 AMENDMENTS AS ADOPTED BY THE REVIEWING AGENCY/COUNTY. 1. HELICAL PILES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH THE 2018 INTERNATIONAL A8V ABOVE GA GAUGE SPECIAL INSPECTIONS TABLES PER THE 2018 IBC.ALL ITEMS NON-APPLICABLE ITEMS HAVE BEEN
<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". 1
<br /> FLOORS 2. HELICAL PILES SHALL BE DESIGNED AND MANUFACTURED BY IDEAL MANUFACTURING,INC.,AND SHALL BE ALT ALTERNATE GLB GLULAM BEAM
<br /> GR GRADE
<br /> IN ACCORDANCE WITH ESR-3750. ALUM ALUMINUM TABLE EST
<br /> 705.3
<br /> RESIDENTIAL.....................40 PSF REQUIRED SPECIAL INSdECTONS 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 HOG HOT-DIPPED GALVANIZED I CONTINUOUS PERIODIC specUI REFERENCED lsc
<br /> TYPE I SPECIAL INSPECTION
<br /> GENERAL CONDITIONS CRITERIA FOR CORROSION PROTECTION OF STEEL FOUNDATION SYSTEMS USING POLYMER(EAA) BB BOX BEAM HDR HEADER I INSPECTION STANWNiO" REFERENCE
<br /> COATINGS AC228. I lnspt-[t-lon:enrent�nuam jpresmcssmg AC1318Cn 20.25z
<br /> 1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE STRUCTURAL ( ) BF BOTTOM FLUSH HF HEM FIR lendona omt-If, a m"ol a - ^_03.zs 51-2o 63 tt149d
<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 Reiaorony oar WWingC
<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 Venry-.3ml y 01 remlorcrng ban _
<br /> Nher than G A 706 AST AWS Ot d
<br /> STARTING WORK.THE ARCHITECT/ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING OF ANY AC358 SECTION 3.9. BM BEAM IN INCH o malwxl s.lgfe pans nl.1 nieun ma[,. AC1318.2E84
<br /> DISCREPANCIES, 6. THE SHAFT SHALL BE DESIGNED AND FABRICATED TO SUPPORT THE SPECIFIED DESIGN LOADS. ROT BOTTOM IT JOINT + -ano
<br /> BP BOTTOM PLATE -
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<br /> 3, ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS SHALL 7. ONLY MANUFACTURER-APPROVED CONNECTORS,ADAPTORS,AND ACCESSORIES MAYBE USED. MAX MAXIMUM
<br /> 31 tanrnaK[axi m[alxte,r! - - AC13181782 1,1
<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 J lnapf[t arxnors Post-matal4W n rWrdenea w
<br /> PROCEEDING WITH ANY WORK SO INVOLVED. INCLINATION OF+/-1 DEGREE FROM VERTICAL PER SECTION 4.2.1 OF ESR-3750. BTWN BETWEEN MISC MISCELLANEOUS tunuelamernben ( 0 0
<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 BSMT BASEMENT NB NON-BEARING a A&esNe anchors msnned in bommnlallyo,upnuoy-w"On[-mwns m",nsl - - ACI 316 17 D 2 4 -
<br /> PRECEDENCE OVER THE'GENERAL NOTES"AND/OR BfW BOTTOM OF WALL"STANDARD DETAILS'. THE INSTALLING UNIT.MONITOR AND RECORD TORQUE APPLIED DURING THE INSTALLATION OF EACH PILE NO NUMBER Z
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<br /> 5. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK,THE CONSTRUCTION SHALL BE THE AT SPECIFIC DEPTHS. OC ON CENTER not der se,l In d a - - 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 CLG. CEILING PSF POUNDS PER SQUARE FOOT 26 J 3 2a 4 J toots 2 1goo 3
<br /> 6 Pna lO t9nC,Ne PWt<Itklll labntale SPetlmM: V al
<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 CU CEILING JOIST PSI POUNDS PER SQUARE INCH Aa spt n tests.pa"'N l ra Soot a• _ rs7n C v2 IU
<br /> THAN TWO 2 THE MAXIMUM INSTALLATION TORQUE SHALL NOT EXCEED THE ALLOWABLE TORSIONAL PT PRESSURE TREATED content tea,Am netemnne Ine temperance or' "'kI 26C 31 tnnA 10 Z W Z
<br /> DRAWINGS. l 1•
<br /> 7. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL ENGINEER OF ANY CLR CLEAR lee ron[rne - - Ar,1318 28 4 6 26 12 Z is
<br /> CAPACITY OF ANY INDIVIDUAL COMPONENT OF THE PILE ASSEMBLY. RAF RAFTER 71n5., wicat-ou tntstnrlcnac pmr.cumrn 4lr 1!n)88,IOU97 O 0 ul
<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 CMU CONCRETE MASONRY UNIT ro r M:l a18 26 J fi
<br /> REF REFERENCE a rcaoonlernm ueA ,mSS f
<br /> COL COLUMN OVeny rminlewnce of speDlRd curnly - AG 31826d 7@6d9 +eL149 J
<br /> DISTRESS TO THE STRUCTURE. THE MINIMUM REQUIRED BEARING CAPACITY INCLUDING A FACTOR OF SAFETY NO LESS THAN TWO(2). CONC CONCRETE REINF REINFORCEMENT Lem ralute arW lernmr res -
<br /> 12. REPAIR BRACKETS MUST BE CONCENTRICALLY LOADED AND THE BRACKET PLATE MUST BE FULLY RED REQUIRED g 1n Ap:rl-prexbeesM tre-u la
<br /> B. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE SOLELY RESPONSIBLE LONN CONNECTION Q Q •t Glou.a.1n u'llm 1s.r1-mijlevi - - AC1316 26921 FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. PROVIDE ENGAGED WITH BOTTOM OF CONCRETE FOUNDATION. CONST CONSTRUCTION SF SQUARE FOOT n Oro1m of b.,W eeslressln I-Um - - AM 319 2G92 7
<br /> IO nit IerMWn of �xX.l torx,ele members AG 3ta Cn Ma I
<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 Sim SIMILAR I I venly mane[onclle kiii pour m sl.SA3 i
<br /> n laWons in posl4ensmmatmrtrete ana AU 318 26 102
<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 prml In 1-1 el slmres-I I.,x npnr - -
<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 a.slTuparal slaps
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<br /> ANY PORTION OF THE WORK. WRITTEN APPROVAL FROM THE ENGINEER-OF-RECORD PRIOR TO INSTALLATION. OF DOUGLAS FIR(SOUTH) SYP SOUTHERN YELLOW PINE mm.enm,s a the corxrete member nnm, - - ua ate re 1n tIu) -
<br /> 10. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 15. CONTINUOUS SPECIAL INSPECTION IN ACCORDANCE WITH 2O15 AND 20181BC SECTION 1705.9 MUST BE DFL DOUGLAS FIR LARCH T/ TOP OF
<br /> PROVIDED FOR THE INSTALLATION OF THE HELICAL PILES AND FOUNDATION BRACKETS.ITEMS TO BE DIM DIMENSION TABLE OF
<br /> WHERE THE NOTES,DRAWINGS,AND/OR SPECIFICATIONS DIFFER,THE MORE STRINGENT REQUIREMENT TIC TOP OF CONCRETE REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS �
<br /> SHALL APPLY, RECORDED AND CONFIRMED BY THE SPECIAL INSPECTOR MUST INCLUDE THE FOLLOWING: DJ DOUBLE JOIST T/P TOP OF PLATE
<br /> 11. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES A. PRODUCT MANUFACTURER DIA DIAMETER AN X T/S TOP OF STEEL ON DOWN I verity n..4 nWletmts sues am
<br /> CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTIONI
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<br /> OR THE STRUCTURAL DRAWINGS. B. MANUFACTURER'S CERTIFICATION OF THE INSTALLERS T/W TOP OF WALL the -1,
<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 2 oeasmlx[apatnles a[esr elenlenn am tonauO x _
<br /> TF TOP FLUSH ammmusl loan Iesla as r eie
<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
<br /> EACH FACE T] TRIPLE JOIST lnapetl wmmg olsemllws Soot mama+n nomplelearW x
<br /> REPORT AND THE CONSTRUCTION DOCUMENTS auaate rooms Ia each elenrenl
<br /> IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION, T/BM TOP OF BEAM a vo,ry Wacement Walarn and plurnbr-5 canlnm
<br /> D. INSTALLATION PROCEDURES FOR THE HELICAL PILE SHAFT,INSTALLATION EQUIPMENT USED,AND E] EXPANSION JOINT Inse and suc a hammer.mcma number a noes Per -
<br /> 14. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS,METHODS,AND WORKMANSHIP ACCEPTED AS EIFV ELEVATION T/SLAB TOP OF SLAB toot of penerauon.aelermmeregarea penevaiinns to x
<br /> THE IDEAL FOUNDATION SYSTEMS INSTALLATION INSTRUCTIONS acne aesgn capacity mtaa np and nuts eievaSons
<br /> GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE
<br /> E. ANTICIPATED AND ACTUAL PILING DEPTH EN EDGE NAILING(PANEL) TP TOP PLATE 5 m am oocnen,a nama e,o touooahon etemeint
<br /> "INTERNATIONAL BUILDING CODE"(IBC),AND STANDARDS REFERENCED THEREIN. EQ EQUAL TIP TYPICAL Fa sleet eletnenn Put.-aaalonal spe[ulms Irons m ucumarxe"In Sa Jmri nos - -
<br /> 15. STRUCTURAL STABILITYF. REQUIRED TARGET INSTALLATION TORQUE OF PILES AND MINIMUM DEPTH OF INSTALLATION
<br /> STABILITY OF ALL NEW AND EXISTING STRUCTURES DURING CONSTRUCTION SHALL BE ES EACH SIDE UND UNLESS NOTED OTHERWISE 6 Fa cwxrele elemenb arW Ix Ie-nnea MmlenB.
<br /> G. INCLINATION AND POSITION OF PILES,TOP OF PILE EXTENSION IN FULL CONTACT WITH BRACKET, peemn,testy ana aamronal pa 1"n,'I an in
<br /> -
<br /> THE RESPONSIBILITY OF THE CONTRACTOR.THIS INCLUDES EXCAVATIONS,COLUMNS,EQUIPMENT EW EACH WAY UPA UNDER POST ABOVE accomance�mm Section r:ot.
<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 I'mstrecranv elements pe.aam a,Wnan,m mxperiinn,
<br /> BY AN APPROVED IDEAL FOUNDATION SYSTEMS INSTALLER. eel-en oy he regnlerea design praessronaun - -
<br /> INCLUDE INSPECTIONS OF TEMPORARY LOADING AND STABILITY DURING CONSTRUCTION. BY FINISH VERT VERTICAL res s+l#rnaroe
<br /> 16. PILES IMPROPERLY INSTALLED BECAUSE OF MISLOCATION,MISALIGNMENT,OR FAILURE TO MEET OTHER
<br /> 16. MINIMUM ASSUMED SOIL BEARING CAPACITY...............1,500 PSF FL FLOOR VERIFY IN FIELD
<br /> SPECIFIED DESIGWINSTALLATION CRITERIA ARE NOT ACCEPTABLE.ABANDON REJECTED PILES AND FISHG FLASHING W/WJ WITH 1711 ENGLAND AVE
<br /> INSTALL ADDITIONAL PILES AS REQUIRED.
<br /> RID FOUNDATION WC WESTERN CEDAR EVERETT
<br /> FP FIREPLACE WP WATERPROOF
<br /> HELICAL PILE PROOF TESTING FF FOOT WAIF WELDED WIRE FABRIC WA 98203
<br /> THE CAPACITY OF THE INSTALLED PILES SHALL BE VERIFIED BY FIELD TESTING OF A MINIMUM THREE(3)
<br /> CONCRETE ANCHORS PERCENT OF PILES UP TO FIVE(5)PILES MAXIMUM(ONE(1)MINIMUM)IN ACCORDANCE WITH THE PROCEDURE
<br /> 1. ALL SPECIFIED CONCRETE ANCHORS SHALL BE SIMPSON STRONG TIE,HILT],OR EQUIVALENT.SPECIAL OUTLINED IN ASTM D1143 AND/OR THE 2018 INTERNATIONAL BUILDING CODE(IBC).THE MAXIMUM TEST LOAD S231120-2XR
<br /> INSPECTIONS REQUIRED. SHALL BE TWO-HUNDRED(200)PERCENT OF THE SPECIFIED DESIGN LOAD.
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<br /> STRUCTURAL AND MISC.STEEL PROOF TESTING SMALL BE IN ACCORDANCE WITH ASTM STANDARD D 1143-81.GEOTECHNICAL SPECIAL
<br /> 1. REFERENCE STANDARDS:DESIGN,FABRICATION AND ERECTION ARE TO BE IN ACCORDANCE WITH THE INSPECTOR SHALL BE CONTINUOUSLY PRESENT DURING PILE INSTALLATION AND LOAD TESTING.PROOF
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<br /> LATEST EDITION OF THE AISC'CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". TESTING SHALL BE APPLIED TO EACH OF THE LOAD CONFIGURATIONS SPECIFIED IN THE PILE SPACING 8 LOAD
<br /> 2. MATERIALS: REQUIREMENTS TABLE.MINIMUM ONE(1)PILE PER LOAD CONFIGURATION SHALL BE TESTED. 12/19/2023
<br /> BOLTS-ASTM A307,UNLESS OTHERWISE NOTED
<br /> WF BEAMS-ASTM A572-50(FY=50,000 PSI)
<br /> HSS ROUND COLUMNS-ASTM A500 Gr.8(Fy=42,000 PSI)
<br /> HSS RECTANGULAR COLUMNS-ASTM A500 Gr.B(Fy=46,000 PSI)
<br /> ALL OTHER STEEL-ASTM A36(Fy=36,OD0 PSI)
<br /> STRUCTURAL STEEL WELDING
<br /> 1. CONFORM TO THE AWS CODES Dl.l 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 Lit
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<br /> PAYMENT FOR REVIEW;CONTRACTOR WILL BEAR BURDEN FOR ADDITIONAL PAYMENT AT NO ADDITIONAL O
<br /> COST TO OWNER.
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<br /> ]OBSITE SAFETY: J
<br /> 1. THE ENGINEER AND/OR ARCHITECT HAVE NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN Q
<br /> IY
<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 U
<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
<br /> PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR,SUBCONTRACTORS, Lit
<br /> SUPPLIERS OR THEIR EMPLOYEES,OR FOR ACCESS,VISITS,USE,WORK,TRAVEL,OR OCCUPANCY BY ANY J .�
<br /> PERSON. 222Q"'
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