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GENERAL STRUCTURAL NOTES ABBREVIATIONS SPECIAL INSPECTIONS SCHEDULE ,,
<br /> DESIGN CRITERIA HELICAL PILES AB ANCHOR BOLT FTG FOOTING tr
<br /> CODE:2018 IRC/IBC&AMENDMENTS AS ADOPTED BY THE REVEWING 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 SBC.ALL ITEMS NON-APPLICABLE ITEMS HAVE BEEN }!-7 J
<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". •s .•
<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 1705.3
<br /> REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
<br /> BALCONY/DECK 60 P5F 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 TYPE CONTINUOUS PERIODIC SPECIAL REFERENCED
<br /> SPEMAL
<br /> GENERAL CONDITIONS CRITERIA FOR CORROSION PROTECTION OF STEEL FOUNDATION SYSTEMS USING POLYMER(EAA) BB BOX BEAM HDR HEADER 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 I.IfMed rentorcen1ent,including presaes$M9 _ - ACI 318 CS 20 252, 1�64
<br /> ( ) tendons.and verify placement 25 3,26 51-26 5 3
<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.Reinforcing oar welding
<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 SLOG BLOCKING HT HEIGHT a.Verity weldamimy a reinforcing oars - -
<br /> other than ASTM A 706: AWS Di 4
<br /> STARTING WORK.THE ARCHITECT/ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING OF ANY AC358 SECTION 3.9. BM BEAM IN INCH b.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 JT JOINT 7,s ar°
<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.Inspect an other welds. - -
<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 allnsped anchors cast Inconcrete - - AC1318:1z6z -
<br /> aspect anchors poll-inslalkw In hardened
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<br /> PROCEEDING WITH ANY WORK SO INVOLVED. INCLINATION OF 0/-1 DEGREE FROM VERTICAL PER SECTION 4.2.1 OF ESR-3750. BTWN BETWEEN MISC MISCELLANEOUS concrete ambers' Q -
<br /> BSMT BASEMENT a Adhesive anchors installed in horizontally v
<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 w resat - - AC1316 17824 - Hm
<br /> B/W BOTTOM OF WALL sustained tension roads
<br /> PRECEDENCE OVER THE"GENERAL NOTES"AND/OR"STANDARD DETAILS". THE INSTALLING UNIT.MONITOR AND RECORD TORQUE APPLIED DURING THE INSTALLATION OF EACH PILE Z El
<br /> CANT CANTILEVER NO NUMBER b Mechanical anchors and adhesive anchors - - LL.�
<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 debited In 4 a t';
<br /> CI CONTROL JOINT ACI 316.Ch.19. 1904.1.1904.2.
<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 6 verity use or required design mu - - 264 3.264 4 1908.2.1908.3 /(S `-wv
<br /> CLG. CEILING 6 P b to con re e p a emem.fain or e spe mens LJ w
<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 SQUARE INCH fP00010 o crete,l010 m slum and air ASTM c 172 w
<br /> CU CEILING JOIST 9 p - - ASTM C 31 1908.10 1 Z (l-W z
<br /> THAN TWO(2).THE MAXIMUM INSTALLATION TORQUE SHALL NOT EXCEED THE ALLOWABLE TORSIONAL PT PRESSURE TREATED content tests and determine the temperature of
<br /> DRAWINGS. () CLR CLEAR the concrete ACI 31s 26.a 5.zs1z 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. CMU CONCRETE MASONRY UNIT RAF RAFTER 7 Inspect concrete and shotcrele placement for - - AC1318.26.d.5 19086.1908 7 0
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<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 pr8 perVeit apphcynleeatwn techniques.
<br /> 19088 J
<br /> COL COLUMN temperature
<br /> malice lveo specified curing - - ACI 918'264.7-26.49 19088
<br /> DISTRESS TO THE STRUCTURE. THE MINIMUM REQUIRED BEARING CAPACITY INCLUDING A FACTOR OF SAFETY NO LESS THAN TWO(2). CONC CONCRETE REINF REINFORCEMENT 9 Inspect prestressed concrete Inc
<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 REQD REQUIRED a Application of prestressing races.and - - AC1318 26e.21 -
<br /> FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. PROVIDE ENGAGED WITH BOTTOM OF CONCRETE FOUNDATION. CONST CONSTRUCTION SF SQUARE FOOT b.GroNxg bo
<br /> nded prestressing tendons. - ACI 318.26.92.3
<br /> Q Q 10 Inspect erection 01 precast concrete members - AC1318 Ch 268 -
<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.Verify in-situ concrete strength.prior to stressing
<br /> REQUIRED FOR INSTALLATION AND ALL INDUCED STRESSES. CTR CENTER SPF SPRUCE PINE FIR of leavens in post-tensioned concrete and - ACI a16.26102 �•
<br /> 9. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST EDITION OF THE pnurtoremovalofshoresandformsfrom - -
<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 smnctural slabs �4
<br /> 12.Inspect formwork for shape.ember and I`
<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 or the concrete member being - - as 316 zsmltoll -
<br /> 10. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 15. CONTINUOUS SPECIAL INSPECTION IN ACCORDANCE WITH 2015 AND 2012 IBC 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 1705.7
<br /> WHERE THE NOTES,DRAWINGS,AND/OR SPECIFICATIONS DIFFER,THE MORE STRINGENT REQUIREMENT T/C 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: DI DOUBLE JOIST T/P TOP OF PLATE
<br /> A. PRODUCT MANUFACTURER DIA DIAMETER TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION
<br /> 11. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES T/S TOP OF STEEL 1.Verify element materwh.saes and lengths comply wrtn - -
<br /> OR THE STRUCTURAL DRAWINGS. B. MANUFACTURER'S CERTIFICATION OF THE INSTALLERS DN DOWN T/W TOP OF WALL the requirementsx - ,
<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 TF TOP FLUSH 2.Determine
<br /> l wad tests.as test
<br /> ured morns and conduct X -
<br /> BRACKETS,BOLTS,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 TI TRIPLE JOIST accurate recoils toreacn element x - •
<br /> REPORT AND THE CONSTRUCTION DOCUMENTS
<br /> IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. T/BM TOP OF BEAM 4 veiny placement locations and plumpness,amain
<br /> D. INSTALLATION PROCEDURES FOR THE HELICAL PILE SHAFT,INSTALLATION EQUIPMENT USED,AND El EXPANSION JOINT type and sae of hammer record number of blows per -
<br /> 14. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS,METHODS,AND WORKMANSHIP ACCEPTED AS T/SLAB TOP OF SLAB fool of penetration.determine required penetrations a x -
<br /> THE IDEAL FOUNDATION SYSTEMS INSTALLATION INSTRUCTIONS ELEV ELEVATION achieve design capacity record tip and butt elevations
<br /> GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE EN EDGE NAILING(PANEL) TP TOP PLATE and document any damage to foundation element
<br /> E. ANTICIPATED AND ACTUAL PILING DEPTHI\\
<br /> 5 For steel elements.perform addrtlonal specie
<br /> "INTERNATIONAL BUILDING CODE"(IBC),AND STANDARDS REFERENCED THEREIN. EQ EQUAL TYP TYPICAL inspections steel
<br /> accordancem a Section 170L,' - -
<br /> F. REQUIRED TARGET INSTALLATION TORQUE OF PILES AND MINIMUM DEPTH OF INSTALLATION vkth
<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 concretc0wed elements.
<br /> G. INCLINATION AND POSITION OF PILES,TOP OF PILE EXTENSION IN FULL CONTACT WITH BRACKET, perform tests and addolonal special inspections in - -
<br /> THE RESPONSIBILITY OF THE CONTRACTOR.THIS INCLUDES EXCAVATIONS,COLUMNS.EQUIPMENT EW EACH WAY UPA UNDER POST ABOVE accordance with Section t 7053
<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 For specially elements.perform addltronal inspections
<br /> BY AN APPROVED IDEAL FOUNDATION SYSTEMS INSTALLER. as determined by the registered design professional in - -
<br /> INCLUDE INSPECTIONS OF TEMPORARY LOADING AND STABILITY DURING CONSTRUCTION. FIN FINISH VERT VERTICAL responsible charge
<br /> 16. MINIMUM ASSUMED SOIL BEARING CAPACITY__..........3,000 PSF 16. PILES IMPROPERLY INSTALLED BECAUSE OF MISLOCATION,MISALIGNMENT,OR FAILURE TO MEET OTHER FL FLOOR VIF VERIFY IN FIELD
<br /> SPECIFIED DESIGN/INSTALLATION CRITERIA ARE NOT ACCEPTABLE.ABANDON REJECTED PILES AND FLSHG FLASHING W/ WITH - . 2418 74TH ST
<br /> INSTALL ADDITIONAL PILES AS REQUIRED. FND FOUNDATION WC WESTERN CEDAR EVERETT
<br /> FP FIREPLACE WP WATERPROOF
<br /> HELICAL PILE PROOF TESTING FT FOOT WWF WELDED WIRE FABRIC WA 98203
<br /> THE CAPACITY OF THE INSTALLED PILES SHALL BE VERIFIED BY FIELD TESTING OFA 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,HILTI,OR EQUIVALENT.SPECIAL OUTLINED IN ASTM D1143AND/OR THE 2018 INTERNATIONAL BUILDING CODE(IBC).THE MAXIMUM TEST LOAD S221006-2XR
<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 SHALL 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 M RT
<br /> LATEST EDITION OF THE AMC"CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". TESTING SHALL BE APPLIED TO EACH OF THE LOAD CONFIGURATIONS SPECIFIED IN THE PILE SPACING&LOAD
<br /> 2. MATERIALS: REQUIREMENTS TABLE.MINIMUM ONE(1)PILE PER LOAD CONFIGURATION SHALL BE TESTED. 11/19/2022
<br /> BOLTS-ASTM A307,UNLESS OTHERWISE NOTED
<br /> WF BEAMS-ASTM A572-50(Fy=50,000 PSI)
<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 IL/1
<br /> PAYMENT FOR REVIEW;CONTRACTOR WILL BEAR BURDEN FOR ADDITIONAL PAYMENT AT NO ADDITIONAL H
<br /> COST TO OWNER. 0
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<br /> 3OBSTTE SAFETY:
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<br /> 1. THE ENGINEER AND/OR ARCHITECT HAVE NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN cc
<br /> AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR n
<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 D
<br /> NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR ce
<br /> PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR,SUBCONTRACTORS, (.7)
<br /> SUPPLIERS OR THEIR EMPLOYEES,OR FOR ACCESS,VISITS,USE,WORK,TRAVEL OR OCCUPANCY BY ANY _I .-I
<br /> PERSON.
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