|
GENERAL STRUCTURAL NOTES ABBREVIATIONS SPECIAL INSPECTIONS SCHEDULE s .�TUR`
<br /> DESIGN CRITERIA HELICAL PILES
<br /> AB ANCHOR BOLT FTG FOOTING
<br /> CODE:2018 IRC/IBC&AMENDMENTS AS ADOPTED BY THE REVIEWING AGENCY/COUNTY. 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 1' :
<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'. siok.4 •'
<br /> FLOORS 2. HELICAL PILES SHALL BE DESIGNED AND MANUFACTURED BY IDEAL MANUFACTURING,INC.,AND SHALL BE ALT ALTERNATE GLB GLULAM BEAM '
<br /> RESIDENTIAL 40 PSF IN ACCORDANCE WITH ESR-3750. ALUM ALUMINUM GR GRADE TABLE TE
<br /> 05
<br /> 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 i REFERENCED IBC
<br /> GENERAL CONDITIONS CRITERIA FOR CORROSION PROTECTION OF STEEL FOUNDATION SYSTEMS USING POLYMER(EAA) BB BOX BEAM HDR HEADER TYPE INSPECTION 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.Inspect reinforcement.including prestressing - - •ACI 318 Ch.20,25.2. MBAENGINEER OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING WITH THE WORK, tendons.and w pacement 253,z6.5.1-z6.5.3
<br /> 5, ALL HELICAL FOUNDATION COMPONENTS SHALL BE GALVANICALLY ISOLATED FROM CONCRETE BLDG BUILDING HGT HEIGHT 2.Reinforcing bar
<br /> r welding:
<br /> 4 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 verify wedamTry of reinforcing barsother n ASTM A 706; - -
<br /> STARTING WORK,THE ARCHITECT ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING OF ANY BM BEAM b.Inspect tsingle-pass fillet welds,ma0mum ACI 318.26.5.4
<br /> / AC358 SECTION 3.9. IN INCH
<br /> DISCREPANCIES. 6. THE SHAFT SHALL BE DESIGNED AND FABRICATED TO SUPPORT THE SPECIFIED DESIGN LOADS. NOT BOUGH IT JOINT st`;and
<br /> 3. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS SHALL BP BOTTOM PLATE MAX Inspect all aver weds. - -
<br /> 7. ONLY MANUFACTURER-APPROVED CONNECTORS,ADAPTORS,AND ACCESSORIES MAY BE USED. MAX MAXIMUM
<br /> 3.Inspeclanchors in concrete. - - ACI 318:17.8.2
<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.Inspect anchors post-Installed castinconcrennardened
<br /> 0 PROCEEDING WITH ANY WORK SO INVOLVED, INCLINATION OF d BTWN BETWEEN-1 DEGREE FROM VERTICAL PER SECTION 4.2.1 OF ESR-3750. MISC MISCELLANEOUS concrete members. o
<br /> BSMT BASEMENT a.Adhesive anchors Installed In to
<br /> ny
<br /> O
<br /> z
<br /> no rest
<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 NB NON-BEARING or upwardly inclined orientations to resist - - ACI 318:17.8.2.4 -
<br /> B/W BOTTOM OF WALL sustained tension loads.
<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 Z o
<br /> CANT CANTILEVER b.mechankal anchors and adhesive 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 defined in 4.a W
<br /> CI CONTROL]DINT 5.Verify use of required design mk. _ - ACI 318:26. 4 1908.1.1908.3 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 CI26.4.3,Chad 1908.2.19082, g
<br /> 6.Prior to concrete placement,fabricate specimens I(l
<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 CLG. CEILING PSI POUNDS PER SQUARE INCH for siren to tests, cloon slump and air ASTMC 172
<br /> CLJ CEILING JOIST 9 De 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 determine the temperature of ACI 31a:.264.5.26.12 Z i7
<br /> CLR CLEAR the concrete.
<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 concrete and shotcrete placement for 1908.6.1905.7. O w
<br /> CMU CONCRETE MASONRY UNIT - - ACI 318:26.4.5
<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 REF REFERENCE 8.V fir maintenance
<br /> techniques.of
<br /> fci 19oa.a
<br /> COL COLUMN B.Vanty maintenance ol5pecmed Curing - AG 318:264.7-26.4.9 1908.9
<br /> DISTRESS TO THE STRUCTURE. THE MINIMUM REQUIRED BEARING CAPACITY INCLUDING A FACTOR OF SAFETY NO LESS THAN TWO(2). CONC CONCRETE REINF REINFORCEMENT temperature and techniques. •
<br /> -
<br /> or
<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 FULLY9.inspect prestressedo p concrete forces;
<br /> CONN CONNECTION REQD REQUIRED a.Application of prestressing tortes;and - - ACI 318:26.9 2.1 -
<br /> FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. PROVIDE ENGAGED WITH BOTTOM OF CONCRETE FOUNDATION. b.Grouting of bonded prestressing tendons. - - ACI 318:26.9.23
<br /> Q Q CONST CONSTRUCTION SF SQUARE FOOT 10.Inspect erection of precast concrete members. - - ACI 318:en,26.6 -
<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 11.Verily In-situ concrete strength,prior to siressng
<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 prop to Per impoofshoes and forms
<br /> d ormsfrom - - ACI 318:26.102 -
<br /> oltn to tendons
<br /> In Of of shores and Corms frcrete om
<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 and structural slabs.
<br /> 12.Inspect formwork for shape,location 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 dimensions of the concrete member being - - AG 318:26.10.1(b) -
<br /> 15. CONTINUOUS SPECIAL INSPECTION IN ACCORDANCE WITH 2018 AND 2012 IBC SECTION 1705.9 MUST BE DEL DOUGLAS FIR LARCH fOrrred"
<br /> 10. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 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 /> SHALL APPLY. RECORDED AND CONFIRMED BY THE SPECIAL INSPECTOR MUST INCLUDE THE FOLLOWING: DI DOUBLE JOIST REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS
<br /> 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 TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION REVISIONS
<br /> T/S TOP OF STEEL 1.verity element e,alenals,sizes and lelgnls compy with
<br /> OR THE STRUCTURAL DRAWINGS. B. MANUFACTURER'S CERTIFICATION OF THE INSTALLERS DN DOWN the requirements. x - -T/W TOP OF WALL 1 i. DA
<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.DetennIne capacities of test elements and conduct '"
<br /> TF TOP FLUSH addmonal wad tests.as required. x - _.. ._.._.L.___..__._._._.
<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 3 InspectdrNing operations and maintain complete and
<br /> TJ TRIPLE JOIST x -
<br /> EF EACH FACE
<br /> REPORT AND THE CONSTRUCTION DOCUMENTS accuale cocoons for each element.
<br /> IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. T/BM TOP OF BEAM 4.Verify placement locallons and piunlbness,confirm
<br /> 14. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS,METHODS,AND WORKMANSHIP ACCEPTED AS D. INSTALLATION PROCEDURES FOR THE HELICAL PILE SHAFT,INSTALLATION EQUIPMENT USED,AND El EXPANSION JOINT type and size of hammier.record number of blows per -
<br /> ELEV ELEVATION T/SLABTOP OF SLAB Ioot at penetration,determine required penetrations to x -
<br /> GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE THE IDEAL FOUNDATION SYSTEMS INSTALLATION INSTRUCTIONS achieve design capacity.record bun elevations
<br /> E. ANTICIPATED AND ACTUAL PILING DEPTH EN EDGE NAILING(PANEL) TP TOP PLATE and document any damage to foundation
<br /> on element.
<br /> "INTERNATIONAL BUILDING CODE"(INC),AND STANDARDS REFERENCED THEREIN. TIP TYPICAL 5.For steel elements,perform additional specMI - -
<br /> F. REQUIRED TARGET INSTALLATION TORQUE OF PILES AND MINIMUM DEPTH OF INSTALLATION EQ EQUAL inspections in accordance with section t7p5 z. •
<br /> •
<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-tined 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, perform tests and additional special inspections w - -
<br /> TIGHTNESS OF ALL BOLTS AND EVIDENCE THAT THE PILE FOUNDATION SYSTEMS ARE INSTALLED EW EACH WAY UPA UNDER POST ABOVE accordance with section g7gr •
<br /> _
<br /> LOADS,MATERIAL LOADS,AND OTHERS.OBSERVATIONS BY THE ENGINEER-OF-RECORD DO NOT FB FLUSH BEAM UWA UNDER WALL ABOVE 7.For specialty elements.perorm additional inspections
<br /> BY AN APPROVED IDEAL FOUNDATION SYSTEMS INSTALLER. as determined by the registered design professional w - -
<br /> INCLUDE INSPECTIONS OF TEMPORARY LOADING AND STABILITY DURING CONSTRUCTION. VERT VERTICAL responsible charge.
<br /> i6. MINIMUM ASSUMED SOIL BEARING CAPACITY...............3,000 PSF 16. PILES IMPROPERLY INSTALLED BECAUSE OF MISLOCATION,MISALIGNMENT,OR FAILURE TO MEET OTHER FIN FINISH _PROJECT.NAME
<br /> FL FLOOR VIF VERIFY IN FIELD .. ..._._...___.
<br /> SPECIFIED DESIGN/INSTALLATION CRITERIA ARE NOT ACCEPTABLE.ABANDON REJECTED PILES AND FLSHG FLASHING W/ WITH 4728 COMMERCIAL
<br /> INSTALL ADDITIONAL PILES AS REQUIRED. FND FOUNDATION WC WESTERN CEDAR AVE,EVERETT,WA
<br /> CONCRETE ANCHORS FP FIREPLACE WP WATERPROOF
<br /> HELICAL PILE PROOF TESTING
<br /> FT
<br /> 1. ALL SPECIFIED CONCRETE ANCHORS SHALL BE SIMPSON STRONG TIE,HILTI,OR EQUIVALENT.SPECIAL THE CAPACITY OF THE INSTALLED PILES SHALL BE VERIFIED BY FIELD TESTING OF A MINIMUM THREE(3) FOOT WWF WELDED WIRE FABRIC 98203
<br /> PROJECT NUMBER
<br /> INSPECTIONS REQUIRED. PERCENT OF PILES UP TO FIVE(5)PILES MAXIMUM(ONE(1)MINIMUM)IN ACCORDANCE WITH THE PROCEDURE -----------------------
<br /> OUTLINED IN ASTM D1143 AND/OR THE 2018 SEATTLE BUILDING CODE(SBC).THE MAXIMUM TEST LOAD SHALL BE S210405-3XR
<br /> STRUCTURAL AND MISC.STEEL TWO-HUNDRED(200)PERCENT OF THE SPECIFIED DESIGN LOAD.
<br /> 1. REFERENCE STANDARDS:DESIGN,FABRICATION AND ERECTION ARE TO BE IN ACCORDANCE WITH THE DRAWN BY-ZT
<br /> LATEST EDITION OF THE AISC"CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES".
<br /> 2. MATERIALS;
<br /> -M
<br /> BOLTS-ASTM A307,UNLESS OTHERWISE NOTED _CHECKED BY .-
<br /> .._.._. .BY...._.._.._..._..__._..___.
<br /> T
<br /> WF BEAMS-ASTM A572-50(Fy=50,000 PSI)
<br /> HSS ROUND COLUMNS-ASTM AS00 Or,B(Pp=42,000 PSI) SHEET DATE-6/21/2021.._..__......
<br /> HSS RECTANGULAR COLUMNS-ASTM A500 Gr.B(Fy=46,000 PSI) SCALE
<br /> ALL OTHER STEEL-ASTM A36(Fy=36,000 PSI) _.._.._.__._._.._._......................................
<br /> STRUCTURAL STEEL WELDING
<br /> 1. CONFORM TO THE AWS CODES D1.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
<br /> PAYMENT FOR REVIEW;CONTRACTOR WILL BEAR BURDEN FOR ADDITIONAL PAYMENT AT NO ADDITIONAL
<br /> COST TO OWNER, (/)
<br /> W
<br /> JOBSITE SAFETY: 0
<br /> 0
<br /> 1. THE ENGINEER AND/OR ARCHITECT HAVE NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN z
<br /> •j AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR -I
<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 U
<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 Ce
<br /> PERSON.
<br /> CITY OF EVERETT
<br /> REVIEWED FOR PERMIT !. !/�
<br /> `•.� 0w IA
<br /> S
<br /> rn
<br />
|