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GENERAL STRUCTURAL NOTES ABBREVIATIONS SPECIAL INSPECTIONS SCHEDULE YF�'
<br /> DESIGN CRITERIA HEHCALPILES AB ANCHOR BOLT FTG FOOTING
<br /> CODE:2021 JRCABC&AVEDNIENS AS ADOPTEDBYTHE REVIEWINGAGENCY/COCAIN. 1. HEUCALPIIFS SHALLBE DESIGINF.DAT-DM4NUFACURED INACCORDANCE WITH THE 2021 INTERNAIIONAL ABV ABOVE GA GAUGE SPECIALINSPECIIONS TABLES PER THE 2021 IBC.ALLIENS NON-APPUCABLEITENS HAVE BEEN •9 `�'
<br /> ROOF........................................25 PSF SNOW(GROUND) BUILDING ODDS MO. AFF ABOVE FINISH FLOOR GALV GALVANIZED MVKF.DWTIHA"-'.ITEMS REQUIRING SPECIALI SPECIIONI-LAVE BEEN MARKED WITHAN'W'.
<br /> FLOORS 2. HELICALPILES SHALL BE DESIGNED A1,11MANUFACTURIED EYIDEALMANUFAMRING,INC.,AND SHALLBE �"•'
<br /> ALT ALTERNATE GLB GLULAM BEAM
<br /> RESIDENTIAL.....................40 PSF INACCORDANCE WITHESR-3750. ALUM ALUMINUM GR GRADE TABLE REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
<br /> BALCONY/DECK................60 PSF 3. AILNIATPRIAI PROPERTIES OFHILIICALPIIE CONPONENIS SHAILBEINACCORDANCE WITHFSR-3750. APPROX APPROXIMATE GYP GYPSUM WALL BOARD
<br /> 4. CORROSION PROTECTION OF ALLPILE COMPONENTS SHALLCOM'LYWTTHTHE IOCES ACCEPTANCE AYC ALASKAN YELLOW CEDAR HOG HOT-DIPPED GALVANIZED CONTINUOUS PERIODIC SPECIAL REFERENCED IgC
<br /> GENERAL CONDITIONS CRTIERIAFOR CORROSIONPROTECDONOF STEELFOUNDATION SYSTENS TI
<br /> USING POEVVER(EAA) BB BOX BEAM HDR HEADER TYPE INSPECON INSPECTION STANDARD' REFERENCE
<br /> 1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE STRUCTURAL COATINGS(AC228. BF BOTTOM FLUSH HF HEM FIR 1-IOSpecirelnTov: h1 Including prestressing AG 318 Ch.20,25.2, 19084
<br /> tendons,and ve placement 25.3,26.5.1-26.5.3
<br /> ENGINEER OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING WITH THE WORK. 5. ALLHELICALFOUNDATIONCONPONINIS SHALLEE GALVAMCALLYISOL4IEDFROMCONCREIE BLDG BUILDING HGT HEIGHT 2.Reinforcing bar m1ding.
<br /> 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE REINFORCING STEEL,BUILDING STRUCIURALSTEF.L,ORANYOTHF.RIVETALBUILDINGCOMPONENTS PER BLKG BLOCKING HT HEIGHT a.Verify weldability,of reinforcing bars - -
<br /> other than ASTM A 706: AWS DI 4
<br /> STARTING WORK.THE ARCHITECT/ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING OF ANY AC358SECIION3.9. BM BEAM IN INCH D-Inspect single-pass fillet welds,maximum ACI 318:2654
<br /> DISCREPANCIES. 6. THE SHAFT SHALL BE DESIGNED AND FABRICATED TO SUPPORT THE SPECIFIED DESIGN LOADS. BOT BOTTOM IT JOINT '116":and -
<br /> 3. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS SHALL 7. ONLYMANOFAC RRERAPPROVPDCOIAFCMRS,ADAPTORS,ANDACCESSORIES MAYBE USED BP BOTTOM PLATE MAX MAXIMUM c Inspect all other welds
<br /> 3.Inspect anchors cast in concrete. - - AG 318:17.8.2
<br /> BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER BEFORE 8. HEI]CALPILES SHALL BE INSTALLED VERTICALLYINIO TIE GROUND'AM ANALLOWABLE ANGLE OF BRG BEARING MIN MINIMUM 4 inspect anchors post-installed in hardened Uj
<br /> .
<br /> PROCEEDING WITH ANY WORK SO INVOLVED. ]NCL]NATIONOF+/-1 DEGREE FROM BTWN BETWEEN VERTICALPER SECIION4.2.1 OF ESR-3750. MISC MISCELLANEOUS concrete members° O
<br /> BSMT BASEMENT a-Adhesive anchors installed In horizontally
<br /> 4. IN CASE OF CONFLICT, NOTES AND DETAILS OF THESE STRUCTURAL DRAWINGS SHALL TAKE 9. NDIMR AND RECORD DEPTH OF PILE PENETRATION PROVIDE TORQUE NDN[IORING DEVICE AS PART OF NB NON-BEARING or upwartltyinclined orientations to resist - - AG 318:17.8.2.4 -
<br /> B/W BOTTOM OF WALL sustained tension loads.
<br /> PRECEDENCE OVER THE"GENERAL NOTES"AND/OR"STANDARD DETAILS". THEINSTALLIN'iUNlr.NDNRORANDRECORD TORQUE APPLIEDDURING THE INSTALLATIONOFEPCHPILE CANT CANTILEVER NO NUMBER z o
<br /> D-Mechdnk ors al an and adhesive anchors - - I.... )J,J m
<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 defined in 4.a �
<br /> CI CONTROL JOINT 5-veiny use or ACI 318:Cn.19, 1904.1,1904.2,
<br /> SAME AS FOR SIMILAR WORK. 10. HEICALPILES SHALLBE INSTAILIDTOTHE NMJMTORQUE VALUE REQUIREDTO PROVIDE THE PSF POUNDS PER SQUARE FOOT required - - 26.4.3,zs.b.b 1908.2,1908.3 Z-a•
<br /> CLG. CEILING 6_Prior to concrete placement,fabricate spe Linens W
<br /> 6, WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THESE NIlwDMREQIIIltIDIDADCAPALIIIES AIDICATIDONPLANI YLIIDAK3AF�lUROF SAFEIYNOJFSS PSI POUNDS PER SQUARE INCH for strength tests.perform slump and air ASTM C 172 W
<br /> CU CEILING JOIST - - ASTM C 31 190e.1a W W
<br /> content tests,and determine the temperature of
<br /> DRAWINGS. THAN TWO(2).THE NfAMNEJMINSTALIATIONTORQUESI-IAII,NOTEXCE®THEALTDWAI3IETORSIONAL PT PRESSURE TREATED AG318:26AA2SA2 Z (9CLR CLEAR the concrete_
<br /> 7. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL ENGINEER OF ANY CAPACTIYOF ANY 11SURIDUALCONFONENCOF THE PILEASSEN13LY. RAF RAFTER 7 Inspect and snotcrete placement for 1906.6,1908.7, O Q w
<br /> CMU CONCRETE MASONRY UNIT - - AG 318:26.4.5
<br /> CONDITION WHICH IN HIS OPINION MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE 11. ALLBRPCKEISANDF1111CALPILEASSEM3LYCONPONEDIINSHALLHAVEADEQUATECAPACITYTOtY'HE REF REFERENCE pro ra Ictenanceofation ues. 1908.9 J
<br /> COL COLUMN B.Verify maintenance of specrcied curing - - ACI 378 26-47-26-49 1908-9
<br /> DISTRESS TO THE STRUCTURE. THEM MUNIREQUIREDBEARINGCAPACITYINCUJDIlVGAFACIOROFSAFEIYNOLESSTHANT16O(2). CONC CONCRETE REINF REINFORCEMENT temperatureandtechniques.
<br /> 9.Inspect prestressed concrete for:
<br /> 8. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE SOLELY RESPONSIBLE 12. REPAIR BRACKETS M STEE CONCENIRICALLYIDADF,DA21DU E BRACKETPLATE MST BE FULLY CONN CONNECTION REQD REQUIRED a.Application of prestressing forces:and - - ACI 318:26.9.2.1 -
<br /> FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. PROVIDE ENGAGED WITHBOTTOMOF COINT=FOUNDATION CONST CONSTRUCTION SF SQUAREFOOT I Grouting of bonded prestressing tendons. - = ACI 318:26.9.2.3
<br /> 10_Inspect erection of precast concrete members_ AG 318:Ch.26.8
<br /> ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. 13. ALLBEHCALPILEASSBIBLYCOM'ONENIS MAST HAVE ADEQUATE STRENO HTO DEVELOP TIE TORQUE CONT CONTINUOUS SIM SIMILAR 11 Verify in-sdu concrete strength,prior to stressing
<br /> UIREDFORINSTALLAIIONAAIDALLINDIJCED STRISSIS. ortendons in post-tensioned concrete and - - AG 318:26.10.2
<br /> 9. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST EDITION OF THE REQ CTR CENTER SPF SPRUCE PINE FIR prior to removal of shores and toms from -
<br /> INTERNATIONAL BUILDING CODE,AND ALL OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER 14. THE PILEQUANIfIY,LAYOUT,AND SPACING INDICATIDONPLANSHALLNOTBECHANGED WITHOUT DET DETAIL STD STANDARD beams and swcUiral slabs_
<br /> 12-Inspect fomrxomc for shape,location and
<br /> ANY PORTION OF THE WORK. Vd=APPROVAL FROMTHE ENGINEM-OF-RJECORD PRIOR TO INSTALLATION OF DOUGLAS FIR(SOUTH) SYP SOUTHERN YELLOW PINE D�nsof the concrete member being - - AG 318:26.10.1(D) -
<br /> 10. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 15. CONTINUOUS SPECTALINSPECIICININACCORDANCE WTTH2021 ASID201816C SECTION 1705.9 MJSTBE DFL DOUGLAS FIR LARCH T/ TOP OF
<br /> WHERE THE NOTES,DRAWINGS,AND/OR SPECIFICATIONS DIFFER,THE MORE STRINGENT REQUIREMENT PROVIDEDFOR THE INSTAILATIONOF THE HELICALPILES ATDFOUNDATi0NBRACKEIS.IIENS TORE DIM DIMENSION T/C TOP OF CONCRETE TABLE OF DRIVEN DEEP FOUNDATION ELEMENTS
<br /> RECORDED AND CONFAWEDBYTHE SPECIALINSPECIORMJSTINCLUDE THE FOLLOWING DJ DOUBLE JOIST REQUIRED SPECIAL INSPECTIONS AND TESTS OF D
<br /> SHALL APPLY. T/P TOP OF PLATE
<br /> A PRODUCT M4N(JFACIURER DIA DIAMETER TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION
<br /> 11, REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES ON DOWN T/S TOP OF STEEL 1.Veiny element materials,sizes and lengths comprywith x REVISIONS
<br /> B. MANUFACTURERS C1�R77FICA770N OF THE INSTALLERS the requirements -
<br /> OR THE STRUCTURAL DRAWINGS. T/W TOP OF WALL � oescalPnoN oATe BY
<br /> C. PRODUCI'TYPE ANDCONFIGURAITONS FORHQICALPILE LEAD SHAFT SECTIONS,EXIErSIONS, DS DOWNSPOUT 2.Ixterminecapac0iesottest elements and conduct x
<br /> 12. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. TF TOP FLUSH additional Toad tests,as r uired. -
<br /> BRACKETS,I3OLTS,THREADED RODS,NUTS,WASHERS,AND TORQUES AS SPECIFIED,IN THIS EA EACH 3_Inspect driving operations and maintain complete and
<br /> 13, DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED EF EACH FACE TJ TRIPLE JOIST f x -
<br /> REPORTANDTHE CONSTRUCTION DOCUNEMS accurate records or each element.
<br /> IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. T/BM TOP OF BEAM 4.Verify placement locations and plumbness,confirm
<br /> D. IrSTALIATIONPROCEDURES FORTHE IIEUCALPILE SHAFT,INSTALLATIONEQUIPNENI'LLSED,AND E] EXPANSION JOINT type and size of hammer,record number of blows per -
<br /> 14, ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS,METHODS,AND WORKMANSHIP ACCEPTED AS T/SLABTOPOFSLAB foot of penetration,determine required penetrations to x -
<br /> ELEV ELEVATION g capacity,record tip and butt elevations
<br /> GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE THEIDEALFOUNDATIONSYSTIIVS]NSTAIiATIONINSTRUCHONS TP TOP PLATE achieve
<br /> ddocuementan dams etofoundationelement.
<br /> E ANTICIPATEDAMACTUALPIUNY,DEPTH EN EDGE NAILING(PANEL)
<br /> "INTERNATIONAL BUILDING CODE"(IBC),AND STANDARDS REFERENCED THEREIN. Q Q E EQUAL TYP TYPICAL 5.For steel elements,perform additional special
<br /> 15. STRUCIURALSTABICITYOFACLNEWANDEXfSTINY'iSTRUCIURISDLJRINGCONSTRLJCIIONSHAII,BE F. REQUIREDTARGETINSTALLATIONTORQUEOFPIL.ESAJ-ZDM rvLMDEPTHOFINSTALLATION inspectionsinaccordancewithSection17052
<br /> ES EACH SIDE UNO UNLESS NOTED OTHERWISE 6.For concrete elements and concrete-filled elements,
<br /> G. Illi ION AND POSITIONOF PILES,TOP OF PILE EXTENSION IN FULLCONTACr WITH BRACKET, perfon lests and additional special inspections in
<br /> THE RESPONSIBILITY OF THE CONTRACTOR.THIS INCLUDES EXCAVATIONS,COLIJMIS,EQUIPNENr - -
<br /> EW EACH WAY UPA UNDER POST ABOVE accordance with Section 17053_
<br /> LOADS,NIAT7IRIAI,IDAll6,AND OTHERS.OBSERVATIONS BYTHEI -0OF-RECORD]JO NOT FB FLUSH BEAM UWA UNDER WALL ABOVE TIGHTNESS OF ALLBOLTS ANDE'VIDENCE THAT THE PILE FOUNDATION SYSTENE ARE MTALIID 7.For specialty elements,perform additional inspections
<br /> BY AN APPROVED IDEALFOUNDAIION SNSTMS MTAIIFR stletermi registered design professional in - -
<br /> INCIIJDEINSPECHONSOFT1TvPORARYLOAI)IIVG AND STAB]CIIYIAIRIIJCiCONSTRUCTION FIN FINISH VERT VERTICAL responsible
<br /> charge
<br /> cna e-
<br /> 16. NIlNMIMASSUNIDSOILBEARINGCAPACHY..............1,500PSF 16. PICESMROPERLYASTAlEDBE-CALISEOFMSLOCATIOKNESAHGN[vENrORFAICIIRETOIvEETOTHER FL FLOOR VIF VERIFY IN FIELD PROJECT NAME
<br /> SPECIFTMDESIGNI STALIATION CRITERLAARE NOT ACCEPTABLE.ABA1`IDONRELECIEDPILES AND FLSHG FLASHING W/ WITH 703 T FR AVE
<br /> INSTALLAMMONALPILES AS REQUIRED.
<br /> FND FOUNDATION WC WESTERN CEDAR
<br /> EVERETT
<br /> FP FIREPLACE WP WATERPROOF
<br /> HEIICALPILE PROOF TESTING FT FOOT WWF WELDED WIRE FABRIC WA98201
<br /> THE CAPACTIYOF THE INSTACIEDPIIJ S SHALLBE VERIFIED BYFIELD TESTING OF AMMMJMTHREE(3) PROJECT NUMBER
<br /> CONCRETE ANCHORS PERCENT OF PILES UP TO FIVE(5)PILES MAXIMJM(ONE(1)N11N➢MJNI)INACCORDANCE WITH TIE PROCEDURE
<br /> 1. ALL SPECIFIED CONCRETE ANUIDRS SHALLBE STNPSON STRONG TIE,FIE-9OREQUIVXENT.SPECIAL OUTLINEDIN ASTMD1 143 AND'OR THE 20211NILRNATION&BURDING CODE 013C).THE MkMNI IMTEST LOAD S1240722-2XR
<br /> INSPECTIONS REQUIRED SHALLBE TWO-HUNDRED(200)PERCENT OF THE SPKIFIED DESIGN LOAD.
<br /> DRAWN BY-JT
<br /> STRUCTURAL AND MISC.STEEL PROOF TESTING SHALLBE INACCORDANCE WITH ASTMSTATDARD D 1143-81.GEOTECTINIICALSPECIAL
<br /> 1. REFERENCE STANDARDS:DESIGN,FABRICATION AND ERECTION ARE TO BE IN ACCORDANCE WITH THE INSPECFORSHAiLBECON17NUOUSLYPRESENTDURING PIE I STALLAHONANDLOADTESTING PROOF CHECKED BY-M RT
<br /> LATEST EDITION OF THE AISC"CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". TESTING SHALLBE APPHEDTOEPCHOF THE LOAD CONFIGURATIONS SPECIFIIDINTHEPILE SPACING&LOAD
<br /> 2. MATERIALS: REQUIREIVENTS TABLE.MNMJMOM(1)PILE PER LOAD CONFIGURATION SHALLBETESTED.
<br /> SHEET DATE-07/23/2024
<br /> BOLTS-ASTM A307,UNLESS OTHERWISE NOTED
<br /> WF BEAMS-ASTM A572-50(Fy=50,000 PSI) SCALE
<br /> HSS 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
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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 /> JOBSITE SAFETY:
<br /> 1. THE ENGINEER AND/OR ARCHITECT HAVE NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN Q
<br /> AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR Z)
<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 Z)
<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,
<br /> SUPPLIERS OR THEIR EMPLOYEES,OR FOR ACCESS,VISITS,USE,WORK,TRAVEL,OR OCCUPANCY BY ANY z J
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<br /> PERSON,
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