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<br /> GENERAL STRUCTURAL NOTES SKWR I',
<br /> �sF
<br /> DESIGN CRITERIA HELICAL PILES SPECIAL INSPECTIONS SCHEDULE P kr, k.••'
<br /> CODE:2018 SBC/SRC&AMENDMENTS AS ADOPTED BY THE REVIEWING AGENCY/COUNTY, 1- HELICAL PILES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH THE ABBREVIATIONS
<br /> ROOF 25 PSF SNOW(GROUND) 2018 INTERNATIONAL BUILDING CODE(IBC). ��x'''T
<br /> ( ) AB ANCHOR BOLT FTG FOOTING SPECIAL INSPECTIONS TABLES PER THE 201818C.ALL ITEMS NON-APPLICABLE ITEMS HAVE BEEN .Srovat
<br /> FLOORS 2. HELICAL PILES SHALL BE DESIGNED AND MANUFACTURED BY IDEAL MANUFACTURING, ABV ABOVE GA GAUGE MARKED WITH A-'.ITEMS REQUIRING SPECIAL INSPECTION HAVE BEEN MARKED WITH AN'X". .
<br /> RESIDENTIAL 40 PSF INC.,AND SHALL BE IN ACCORDANCE WITH ESR-3750. AFF ABOVE FINISH FLOOR GALV GALVANIZED
<br /> BALCONY/DECK 60 PSF 3. ALL MATERIAL PROPERTIES OF HELICAL PILE COMPONENTS SHALL BE IN ACCORDANCE ALT ALTERNATE GIB GLULAM BEAM TABLE 1705.3
<br /> WITH ESR-3750. ALUM ALUMINUM G0. GRADE REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
<br /> GENERAL CONDITIONS 4. CORROSION PROTECTION OF ALL PILE COMPONENTS SHALL COMPLY WITH THE ICC-ES APPROX APPROXIMATE GYP GYPSUM WALL BOARD CONTINUOUS PERIODIC SPECIAL REFERENCED I MC
<br /> 1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE STRUCTURAL ACCEPTANCE CRITERIA FOR CORROSION PROTECTION OF STEEL FOUNDATION SYSTEMS APT ALASKAN YELLOW CEDAR HOG HOT-DIPPED GALVANIZED TYPE g,1IAL
<br /> �TI INSPECTION STANDARD' REFERENCE
<br /> ENGINEER OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING WITH THE WORK. USING POLYMER(EAA)COATINGS(AC22_8). BB BOX BEAM HOE HEADER 1.86Pect reinforcement.axmmng prestressing - - AG 318 CS.20.25.2, 1908 a
<br /> 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFOREteetoms,ngbar and welding:
<br /> STARTING placement 253,ffi5.1-26.5.3
<br /> 5. ALL HELICAL FOUNDATION COMPONENTS SHALL BE GALVANICALLY ISOLATED FROM BF BOTTOM FLUSH HE HEM FIR 2.ireaaorcmgearwelary:
<br /> STARTING WORK.THE ARCHITECT/ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING OF ANY CONCRETE REINFORCING STEEL,BUILDING STRUCTURAL STEEL,OR ANY OTHER METAL BLDG BUILDING HGT HEIGHT a.VerifywetdaWily of reinforcing bars - _
<br /> d8lertlian ASTM A 706; AWS D1.4
<br /> DISCREPANCIES. BUILDING COMPONENTS PER AC358 SECTION 3.9. BLKG BLOCKING HT ,HEIGHT b.Inspect single-pass fillet wet,maximum ACI 318:26.5.4
<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 BPI BEAM IN INCH sy>s;and -
<br /> BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER BEFORE DESIGN LOADS. BOT BOTTOM IT JOINT c.Inspect all other welds. - I - Wj
<br /> PROCEEDING WITH ANY WORK SO INVOLVED. 7. ONLY MANUFACTURER-APPROVED CONNECTORS,ADAPTORS,AND ACCESSORIES MAY MAX MAXIMUM 3.Inspect anchors cast mconcrete. - - AG318:17.8.2
<br /> BP BOTTOM PLATE *Inspect anchors past-Installed in hardened D Z
<br /> 4. IN CASE OF CONFLICT, NOTES AND DETAILS OF THESE STRUCTURAL DRAWINGS SHALL TAKE BE USED. BRG BEARING MIN MINIMUM concrete menders- D I}18
<br /> BTWN BETWEEN a.Adhesive anchors installed In 000,00tsay
<br /> PRECEDENCE OVER THE°GENERAL NOTES"AND/OR"STANDARD DETAILS". 8. HELICAL PILES SHALL BE INSTALLED VERTICALLY INTO THE GROUND WITH AN MISC MISCELLANEOUS - - Z.o
<br /> Or upwardly Waned orientations 10 resist - Are 318:17.82.4
<br /> BSMT BASEMENT a
<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+/-1 DEGREE FROM VERTICAL PER SECTION 4.2.1 NB NON-BEARING sustained tension roads. W
<br /> B/W BOTTOM OF WALL 0.not Mechanical ianchors.4and adhesive anchors - - V I 'B
<br /> SAME AS FOR SIMILAR WORK. OF ESR-3750. NO NUMBER not denied n a.a
<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 CANT CANTILEVER • 5,Vent/use or Ireo - - A2318:26.4.4 1904.2 190a.2.
<br /> OC ON CENTER TIN rein designmx. za.4.s,zs.4.a 190s.2,19o8.s al
<br /> CI CONTROL JOINT W I g
<br /> DRAWINGS. DEVICE AS PART OF THE INSTALLING UNIT.MONITOR AND RECORD TORQUE APPLIED PSF POUNDS PER SQUARE FOOT 6.Prrortocancrele placement slump
<br /> and
<br /> specimens ASTM C 172 Zt,�
<br /> CLG. CEILING for strength rests,perform slump and as ASTM 190810 `W
<br /> 7. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL ENGINEER OF ANY DURING THE INSTALLATION OF EACH PILE AT SPECIFIC DEPTHS, PSI POUNDS PER SQUARE INCH content tests,and determine the temperature of
<br /> - - Q CU Q ACI 318:26.4.5.26,12 O
<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 CEILING JOIST Inc ect conconcrete.
<br /> PT PRESSURE TREATED 7.Inspect concrele and shokrete placement for - 1908.6,1908.7,
<br /> CIA CLEAR - Ad 318:26.a.5
<br /> DISTRESS TO THE STRUCTURE, PROVIDE THE MINIMUM REQUIRED LOAD CAPACITIES INDICATED ON PLAN INCLUDING A - RAF RAFTER Proper applicationmaintenance
<br /> ce ofspeci 1908,8
<br /> CMU CONCRETE MASONRY UNIT e.Verty maelteos000 of 06000ed curter(' - Are 318 264.7-2649 10009
<br /> 8. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE SOLELY RESPONSIBLE FACTOR OF SAFETY NO LESS THAN TWO(2).THE MAXIMUM INSTALLATION TORQUE SHALL COL COLUMN REF REFERENCE temperature and tecnnlques-__ _
<br /> •FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. PROVIDE REINF REINFORCEMENT 9.Inspect prestressed concrele flu: -
<br /> Q EQ NOT EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF ANY INDIVIDUAL COMPONENT OF CONC CONCRETE a.Appllason of prestressing forces;and - AG 318:2692.1 - 't
<br /> ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. THE PILE ASSEMBLY. CONN CONNECTION REQD REQUIRED b.Grouting of bonded prestressing tendons. - - ACI 318:26.9.2.3
<br /> 11. ALL BRACKETS AND HELICAL PILE ASSEMBLY COMPONENTS SHALL HAVE ADEQUATE 10.Inspect erection or precast concrete members. - - ACI 318:CAI 26.8 -
<br /> 9. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST EDITION OF THE CONST CONSTRUCTION SF SQUARE FOOT 11.verify ms0u concrete strengm,prior tostreosag
<br /> INTERNATIONAL BUILDING CODE,AND ALL OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER CAPACITY TO ACHIEVE THE MINIMUM REQUIRED BEARING CAPACITY INCLUDING A FACTOR COST CONTINUOUS SIM SIMILAR of tendons In post-tellsroned ceps tete and - - ACI st8.26.10.2 -
<br /> prior to removal of shores and forms from
<br /> ANY PORTION OF THE WORK. OF SAFETY NO LESS THAN TWO(2). CTR CENTER SPF SPRUCE PINE FIR Ot8,R5 and structural subs.
<br /> 10. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 12. REPAIR BRACKETS MUST BE CONCENTRICALLY LOADED AND THE BRACKET PLATE DET DETAIL 12 nspect005ntt the
<br /> nape.wcabor and - - -
<br /> STD STANDARD Inspect
<br /> ottne 0151 ape number being AG 378:%.t0.1(b)
<br /> MUST BE FULLY ENGAGED WITH BOTTOM OF CONCRETE FOUNDATION. DF DOUGLAS FIR(SOUTH) SYP SOUTHERN YELLOW PINE formed.
<br /> WHERE THE NOTES,DRAWINGS,AND/OR SPECIFICATIONS DIFFER,THE MORE STRINGENT REQUIREMENT SHALL APPLY. 13. ALL HELICAL PILE ASSEMBLY COMPONENTS MUST HAVE ADEQUATE STRENGTH TO DaDOUGLAS FIR LARCH T/ TOP OF TABLE 1705.7
<br /> DEVELOP THE TORQUE REQUIRED FOR INSTALLATION AND ALL INDUCED STRESSES. DIM DIMENSION REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS - -
<br /> 11. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTEST/C TOP OF CONCRETE
<br /> OR THE STRUCTURAL DRAWINGS. 14. THE PILE QUANTITY,LAYOUT,AND SPACING INDICATED ON PLAN SHALL NOT BE DJ DOUBLE JOIST T/P TOP OF PLATE TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION
<br /> CHANGED WITHOUT WRITTEN APPROVAL FROM THE ENGINEER-OF-RECORD PRIOR TO DIA DIAMETER L.Ye-V./element marenas•sizes and lengths comply with x
<br /> 12. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. T/S TOP OF STEEL the requirements. -
<br /> x
<br /> INSTALLATION.
<br /> DN DOWN 2.Determine capacmes of test elements and conduct
<br /> 13. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTEDT/W TOP OF WALL 081190nal wad rests,as required, -
<br /> IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. 15. CONTINUOUS SPECIAL INSPECTION IN ACCORDANCE WITH 2O15 AND 2012 IBC SECTION DS DOWN SPOUT TF TOP FLUSH 3.InspectdmMg operations and maintain complete and X -
<br /> 1705.9 MUST BE PROVIDED FOR THE INSTALLATION OF THE HELICAL PILES AND EA EACH accurate records fa'each element _ -
<br /> 14. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS,METHODS,AND WORKMANSHIP ACCEPTED AS Ti TRIPLE JOIST 4.Verify placement locations ancl plumbness.commn
<br /> FOUNDATION BRACKETS.ITEMS TO BE RECORDED AND CONFIRMED BY THE SPECIAL EF EACH FACE type and sae ofhammer,record number allows per
<br /> GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE T/BM TOP OF BEAM root ofpenetration.detemene required penetrationsto x -
<br /> INSPECTOR MUST INCLUDE THE FOLLOWING: El EXPANSION 101N7 achieve design capacity,record Op and inn elevations
<br /> °INTERNATIONAL BUILDING CODE'(IBC),AND STANDARDS REFERENCED THEREIN, T/SLABTOP OF SLAB
<br /> A. document MANUFACTURER ELEV ELEVATION and docume any damage to foundation element.
<br /> 15. STRUCTURAL STABILITY OF ALL NEW AND EXISTING STRUCTURES DURING CONSTRUCTION SHALL BETp TOP PLATE 5.For steel elements,perform additional special I '-
<br /> B. MANUFACTURER'S CERTIFICATION OF THE INSTALLERS EN EDGE NAILING(PANEL) Inspections n accordance with Section 17052 _ - -
<br /> THE RESPONSIBILITY OF THE CONTRACTOR.THIS INCLUDES EXCAVATIONS,COLUMNS,EQUIPMENT EQAL TYP TYPICAL 6.For concrete elements and concrete-fined elements,
<br /> LOADS,MATERIAL LOADS,AND OTHERS.OBSERVATIONS BY THE ENGINEER-OF-RECORD DO NOT C. PRODUCT TYPE AND CONFIGURATIONS FOR HELICAL PILE LEAD SHAFT perform tests and addawnal special inspections In - -
<br /> SECTIONS,EXTENSIONS,BRACKETS,BOLTS,THREADED RODS,NUTS,WASHERS,AND ES EACH SIDE LINO UNLESS NOTED OTHERWISE accordance min section 1705 T.
<br /> INCLUDE INSPECTIONS OF TEMPORARY LOADING AND STABILITY DURING CONSTRUCTION. EW EACH WAY UPA UNDER POST ABOVE 7.For spedaity elements,per1Orm additional Inspection
<br /> TORQUES AS SPECIFIED IN THIS REPORT AND THE CONSTRUCTION DOCUMENTS as determined bytne registered design protesswnal in - -
<br /> D. INSTALLATION PROCEDURES FOR THE HELICAL PILE SHAFT,INSTALLATION FB FLUSH BEAM UWA UNDER WALL ABOVE __responsible charge. _ -.. _
<br /> EQUIPMENT USED,AND FIN FINISH VERT VERTICAL 10304 1st Dr SE,
<br /> FL FLOOR VIE VERIFY IN FIELD Everett,WA,98208
<br /> THE IDEAL FOUNDATION SYSTEMS INSTALLATION INSTRUCTIONS
<br /> CONCRETE ANCHORS FLSHG FLASHING W/ WITH
<br /> E. ANTICIPATED AND ACTUAL PILING DEPTH
<br /> 1- ALL SPECIFIED CONCRETE ANCHORS SHALL BE SIMPSON STRONG TIE,HILT,,OR EQUIVALENT.SPECIAL F. REQUIRED TARGET INSTALLATION TORQUE OF PILES AND MINIMUM DEPTH OF FND FOUNDATION WC WESTERN CEDAR
<br /> INSPECTIONS REQUIRED. INSTALLATION FP FIREPLACE WP WATERPROOF I "".__
<br /> FT
<br /> G. INCLINATION AND POSITION OF PILES,TOP OF PILE EXTENSION IN FULL FOOT WWF WELDED WIRE FABRIC
<br /> S201708-2XR
<br /> STRUCTURAL AND MISC.STEEL
<br /> 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 ATSC"CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". INSTALLER.
<br /> 2. MATERIALS: 16. PILES IMPROPERLY INSTALLED BECAUSE OF MISLOCATION,MISALIGNMENT,OR -
<br /> MRT
<br /> BOLTS-ASTM A307,UNLESS OTHERWISE NOTED FAILURE TO MEET OTHER SPECIFIED DESIGN/INSTALLATION CRITERIA ARE NOT ---
<br /> WE BEAMS-ASTM A572-50(Fy=50,000 PSI) ACCEPTABLE.ABANDON REJECTED PILES AND INSTALL ADDITIONAL PILES AS REQUIRED. 8/15/21
<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
<br /> ALL OTHER STEEL-ASTM A36(Fy=36,000 PSI) THE CAPACITY OF THE INSTALLED PILES SHALL BE VERIFIED BY FIELD TESTING OF A
<br /> MINIMUM THREE(3)PERCENT OF PILES UP TO FIVE(5)PILES MAXIMUM.(ONE(1)MINIMUM)IN
<br /> STRUCTURAL STEEL WELDING ACCORDANCE WITH THE PROCEDURE OUTLINED IN ASTM D1143 AND/OR THE 2015 SEATTLE
<br /> •
<br /> 1- CONFORM TO THE AWS CODES D1.1 AND D1.3.,AND USE ONLY CERTIFIED WELDERS.WELDS NOT BUILDING CODE(SEC).THE MAXIMUM TEST LOAD SHALL BE TWO-HUNDRED(200)PERCENT •
<br /> SPECIFIED ARE TO BE 1/4°CONTINUOUS FILLET MINIMUM.USE DRY E70 ELECTRODES. OF THE SPECIFIED DESIGN LOAD.
<br /> •
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<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, (j)
<br /> W
<br /> JOBSITE SAFETY: H
<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
<br /> TO MEANS,METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM
<br /> HIS WORK.THE 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
<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 ccPERSON, CITY OF EVERETT Lin
<br /> REVIEWED FOR PERMIT `' ....1
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