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<br /> GENERAL STRUCTURAL NOTES ABBREVIATIONS SPECIAL INSPECTIONS SCHEDULE " .AhuR<•,
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<br /> DESIGN CRITERIA HELICAL PILES AS ANCHOR BOLT FTG FOOTING s Vj
<br /> CODE: 1. HELICAL PILES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH THE 2018 INTERNATIONAL ABV 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'. '"" royaL.E1.:
<br /> FLOORS 2. HELICAL PILES SHALL BE DESIGNED AND MANUFACTURED BY IDEAL MANUFACTURING,INC.,AND SHALL BE ALT ALTERNATE GLB • GLULAM BEAM TABLE 1706.9 "
<br /> RESIDENTIAL 40 PSF IN ACCORDANCE WITH ESR-3750. ALUM ALUMINUM GR GRADE REQUIRED SPECIAL INSPECTIONS 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 HDG HOT-DIPPED GALVANIZED CONTINUOUS PERIODIC SPECIAL RAW
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<br /> GENERAL CONDITIONS CRITERIA FOR CORROSION PROTECTION OF STEEL FOUNDATION SYSTEMS USING POLYMER(EAA) BB BOX BEAM HDR HEADER TYPE INSSPECCTTION INSPECTION STANDARD REFERENCE
<br /> 1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE STRUCTURAL COATINGS(AC228). BF BOTTOM FLUSH I-IF HEM FIR 1.tendons. avert placement ng prestressing - - ACI
<br /> 25_31826.5.Ch.200,23 tom'"
<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 z Reinrorcmg bar welding:
<br /> 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE BLKG BLOCKING HT HEIGHT averayweaanuayofreimoixigbars - -REINFORCING STEEL,BUILDING STRUCTURAL STEEL,OR ANY OTHER METAL BUILDING COMPONENTS PER other than ASiIA A706; AWS 01.4
<br /> STARTING WORK.THE ARCHITECT/ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING OF ANY AC358 SECTION 3.9. BM BEAM IN INCH b.hasped single-pass Suet weds.madman ACI 318:26.5.4
<br /> DISCREPANCIES. 6. THE SHAFT SHALL BE DESIGNED AND FABRICATED TO SUPPORT THE SPECIFIED DESIGN LOADS. SOT BOTTOM IT JOINT -r1e'and -
<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 c.uwest as other wear. - -
<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 3.4.inspect anchors cast inconcrete. - - ACI ste:n.az - -
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<br /> hrspect anchors past-assailed In hardened W
<br /> BTWN BETWEEN concrete meneers.a -. - - - - -. Q 1:;,,
<br /> PROCEEDING WITH ANY WORK SO INVOLVED. INCLINATION OF+I-1 DEGREE FROM VERTICAL PER SECTION 4.2.1 OF ESR-3750. -- MISC MISCELLANEOUS -
<br /> a.Aane0Ne anchor installed In
<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 �L'IT BASEMENT NB NON-BEARING or upwardly Waned orror�ons to� - - AC1318 17.824 -
<br /> B/W BOTTOM OF WALL sustained tension loam.
<br /> PRECEDENCE OVER THE"GENERAL NOTES"AND/OR"STANDARD DETAILS". THE INSTALLING UNIT.MONITOR AND RECORD TORQUE APPLIED DURING THE INSTALLATION OF EACH PILE NO NUMBER D Z
<br /> CANT CANTILEVER b.Mecnamcal anchors and adhes9e anchors - -
<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 damned in 4.a W
<br /> CI CONTROL JOINT 5.veiny use required design - - Azi318.CO.19. 1904.1,1904.2. z
<br /> SAME AS FOR SIMILAR WORK. 10. HELICAL PILES SHALL BE INSTALLED TO THE MINIMUM TORQUE VALUE REQUIRED TO PROVIDE THE PSF POUNDS PER SQUARE FOOT d 26.4.3.26.4 A 1908.2.1908.3 cc
<br /> CLG. CEILING 6.Pro ,fab Prior concrete placement, specimens
<br /> INCH
<br /> specime 'i
<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 PSI POUNDS PER SQUAREASTMC 172
<br /> CU CEILING JOIST for strength tests,perrorm Shale and air - - ASTM C 31 1908.10 W Z
<br /> DRAWINGS. THAN TWO(2).THE MAXIMUM INSTALLATION TORQUE SHALL NOT EXCEED THE ALLOWABLE TORSIONAL PT PRESSURE TREATED content tests.and determinethe temneramrea ACI318:26.45.26.12 Z I W
<br /> CLR CLEAR the concrete Z;Z
<br /> 7. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL ENGINEER OF ANY CAPACITY OF ANY INDIVIDUAL COMPONENT OF THE PILE ASSEMBLY. RAF RAFTER 7.Inspect m concrete e.6.19os.7. w
<br /> CMU CONCRETE MASONRY UNIT .nproperappkatbn techniques. - - Aa sta:z6.a.5 190 1908.8 O
<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 COL COLUMN REF REFERENCE BVemymainte5mceOf specified Wring - - ACI 318:26.4.7-26,a.9 1906.9 J
<br /> DISTRESS TO THE STRUCTURE. THE MINIMUM REQUIRED BEARING CAPACITY INCLUDING A FACTOR OF SAFETY NO LESS THAN TWO(2). REINF REINFORCEMENT temperature and techniques_
<br /> CONC CONCRETE 9.Inspect prestressed concrete for
<br /> 8. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE•SOLELY RESPONSIBLE 12. REPAIR BRACKETS MUST BE CONCENTRICALLY LOADED AND THE BRACKET PLATE MUST BE FULLY CONN CONNECTION READ REQUIRED a.Appaca0on of prestressing faces;and - - ACI318,26.921 -
<br /> ENGAGED WITH BOTTOM OF CONCRETE FOUNDATION. b.Grouting of bonded presnessm0 tendons. - - Aa 318,26.9.2.3
<br /> FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. PROVIDE CONST CONSTRUCTION SF SQUARE FOOT - - - 111'
<br /> 13. ALL HELICAL PILE ASSEMBLY COMPONENTS MUST HAVE ADEQUATE STRENGTH TO DEVELOP THE TORQUE I I.vereytnspe i erection a precast concrete manners. Ad sta:CO.26.a
<br /> ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONT CONTINUOUS SIM SIMILAR vaned o-s in oar melted concrete and
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<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 poo tendons es o post-tensioned a dorrms fro d - - AO 318-26.10.2 -
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<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 brans and structural stabs.
<br /> 12.aspect onsfonrworkt0 for shape,caber and
<br /> ANY PORTION OF THE WORK. WRITTEN APPROVAL FROM THE ENGINEER-OF-RECORD PRIOR TO INSTALLATION. DF DOUGLAS FIR(SOUTH) SYP SOUTHERN YELLOW PINE formed.dimensions of the connate member being - - Aa 3ta:26.10.1(b) -
<br /> 10. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 15. CONTINUOUS SPECIAL INSPECTION IN ACCORDANCE WITH 2018 AND 2012 IBC SECTION 1705.9 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 FOUNDATION BRACKETS.ITEMS TO BE DIM DIMENSION T/C TOP OF CONCRETE TABLE 1705.7
<br /> Q REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS -:'
<br /> SHALL APPLY. RECORDED AND CONFIRMED BY THE SPECIAL INSPECTOR MUST INCLUDE THE FOLLOWING: DI DOUBLE JOIST T/P TOP OF PLATE
<br /> 11. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES
<br /> A. PRODUCT MANUFACTURER DIA DIAMETER
<br /> T/S TOP OF STEEL TYPE CONTDIUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION ;.� .--.
<br /> DN DOWN 1.vedy element materials,SQea and lengths comply win
<br /> OR THE STRUCTURAL DRAWINGS. B. MANUFACTURER'S CERTIFICATION OF THE INSTALLERS T/W TOP OF WALL - requirements. x -
<br /> 12. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION.
<br /> C. PRODUCT TYPE AND CONFIGURATIONSFOR HELICAL PILE LEAD SHAFT SECTIONS,EXTENSIONS, DS DOWN SPOUTTF TOP FLUSH 2.Delemmne capnc0ies of test elemam and conduct x
<br /> additional bad tests.as required. -
<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 EACH TI TRIPLE JOIST s.dnspectaMingoperetorrs and rtWntalncompleoand x -
<br /> REPORT AND THE CONSTRUCTION DOCUMENTS accurate retorts foreacch element
<br /> IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. EF EACH FACE T/BM TOP OF BEAM 4.Wily y placement ocarims and planeness.Conner,
<br /> D. INSTALLATION PROCEDURES FOR THE HELICAL PILE SHAFT,INSTALLATION EQUIPMENT USED,AND El EXPANSION JOINT type and sire 01 hammer.record number of bows per -
<br /> 14. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS,METHODS,AND WORKMANSHIP ACCEPTED AS T/SLABTOPOFSLAB motofpenetraton,determine required peretratonso x -
<br /> THE IDEAL FOUNDATION SYSTEMS INSTALLATION INSTRUCTIONS ELEV ELEVATION achieve design capac9y,record bp and butt elevations
<br /> GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE • EN EDGE NAILING(PANEL) TP TOP PLATE arddocam etonyeamageorwrdanbneornent.
<br /> E. ANTICIPATED AND ACTUAL PILING DEPTH 5.For steel x.-1,"nib.perform additional special
<br /> "INTERNATIONAL BUILDING CODE"(IBC),AND STANDARDS REFERENCED THEREIN. EQUAL TYP TYPICAL - -
<br /> F. REQUIRED TARGET INSTALLATION TORQUE OF PILES AND MINIMUM DEPTH OF INSTALLATION Q inspections in eccaraane with Section tr05-z.
<br /> 15. STRUCTURAL STABILITY OF ALL NEW AND EXISTING STRUCTURES DURING CONSTRUCTION SHALL BE ES EACH SIDE UNO UNLESS NOTED OTHERWISE 6.For concrete elements and concrete•mlea elements.
<br /> THE RESPONSIBILITY OF THE CONTRACTOR.THIS INCLUDES EXCAVATIONS,COLUMNS,EQUIPMENT G. INCLINATION AND POSITION OF PILES,TOP OF PILE EXTENSION IN FULL CONTACT WITH BRACKET, - EW EACH WAY UPA UNDER POST ABOVE aperform tests and c0 see w h Sec additional ospecUas In
<br /> TIGHTNESS OF ALL BOLTS AND EVIDENCE THAT THE PILE FOUNDATION SYSTEMS ARE INSTALLED 7 Far specialty eternenas pertain additional inspections
<br /> LOADS,MATERIAL LOADS,AND OTHERS.OBSERVATIONS BY THE ENGINEER-OF-RECORD DO NOT FB FLUSH BEAM UWA UNDER WALL ABOVE For determined semenby the registered design al ins action o
<br /> INCLUDE INSPECTIONS OF TEMPORARY LOADING AND STABILITY DURING CONSTRUCTION. BY AN APPROVED IDEAL FOUNDATION SYSTEMS INSTALLER. as FIN FINISH VERT VERTICAL resporso1e cnxrge, _
<br /> 16. PILES IMPROPERLY INSTALLED BECAUSE OF MISLOCATION,MISALIGNMENT,OR FAILURE TO MEET OTHER FL FLOOR VIF VERIFY IN FIELD P -` -
<br /> SPECIFIED DESIGN/INSTALLATION CRITERIA ARE NOT ACCEPTABLE.ABANDON REJECTED PILES AND• FLSHG FLASHING W/ WITH 2107 BUCKER AVE,
<br /> INSTALL ADDITIONAL PILES AS REQUIRED.
<br /> FND FOUNDATION WC WESTERN CEDAR
<br /> EVERETT,WA 98201
<br /> CONCRETE ANCHORS HELICAL PILE PROOF TESTING FP FIREPLACE WP WATERPROOF
<br /> FT FOOT WWF WELDED WIRE FABRIC
<br /> 1. ALL SPECIFIED CONCRETE ANCHORS SHALL BE SIMPSON STRONG TIE,HILT!,OR EQUIVALENT.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 MAXIMUM(ONE(1)MINIMUM)IN ACCORDANCE WITH THE PROCEDURE S210409-4XR
<br /> OUTLINED IN ASTM D1143 AND/OR THE 2018 INTERNATIONAL BUILDING CODE(IBC).THE MAXIMUM TEST LOAD •
<br /> STRUCTURAL AND MISC.STEEL SHALL BE TWO-HUNDRED(200)PERCENT OF THE SPECIFIED DESIGN LOAD.
<br /> 1. REFERENCE STANDARDS:DESIGN,FABRICATION AND ERECTION ARE TO BE IN ACCORDANCE WITH THE ,. Fy
<br /> LATEST EDITION OF THE AISC"CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES".
<br /> 2. MATERIALS:
<br /> BOLTS-ASTM A307,UNLESS OTHERWISE NOTED "�hFD`-" M RT
<br /> WF BEAMS-ASTM A572-50(Fy=50,000 PSI) - "EEf D�(Pc- 06/27/2021
<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
<br /> PAYMENT FOR REVIEW;CONTRACTOR WILL BEAR BURDEN FOR ADDITIONAL PAYMENT AT NO ADDITIONAL
<br /> COST TO OWNER. V)
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<br /> JOBSITE SAFETY: ~
<br /> 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 PERFORM
<br /> •
<br /> HIS WORK.' HE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER AND/OR ARCHITECT SHALL D
<br /> NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR F-
<br /> PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR,SUBCONTRACTORS, CITY Q F TT
<br /> SUPPLIERS OR THEIR EMPLOYEES,OR FOR ACCESS,VISITS,USE,WORK,TRAVEL,OR OCCUPANCY BY ANY H
<br /> PERSON.
<br /> . EVIEWED FOR PERK MtT.. ._,
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