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<br /> GENERAL STRUCTURAL NOTES ABBREVIATIONS SPECIAL INSPECTIONS SCHEDULE . a.TNUR .
<br /> s
<br /> DESIGN CRITERIA HELICAL PILES AB ANCHOR BOLT FIG FOOTING fF
<br /> CODE:2018 IBCIIRC 8 AMENDMENTS AS ADOPTED BY THE REVIEWING AGENCYICOUNTY 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". ••.SroAAI ef.'
<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 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 ACC-ES ACCEPTANCE AYC ALASKAN YELLOW CEDAR HOG HOT-DIPPED GALVANIZED CONTINUOUS
<br /> PERIODIC SPECIAL REFERENCED IBC
<br /> GENERAL CONDITIONSTYPE SPECIAL INSPECTION REFERENCE
<br /> CRITERIA FOR CORROSION PROTECTION OF STEEL FOUNDATION SYSTEMS USING POLYMER(EAA) BB BOX BEAM HDR HEADER INSPECTION 3T8NDARD"
<br /> '.'nspecr re,monenen""clm,ng prestressing _ _
<br /> 1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE STRUCTURAL AG 318 cn 20 252
<br /> COATINGS(AC228). BF BOTTOM FLUSH HF HEM FIR tendon and veiny pacement 253.2651-2653 19084
<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 barwee,ng
<br /> a venry waaahalry of reinforcing bars _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 other than ASTM A 706. -
<br /> AWS DI
<br /> 0.Inspect Engle-pass Wet welds.maximum ACI 318.26.5.4
<br /> STARTING WORK.THE ARCHITECT/ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING OF ANY AC358 SECTION 3.9. BM BEAM IN INCH - .and -
<br /> DISCREPANCIES. 6. THE SHAFT SHALL BE DESIGNED AND FABRICATED TO SUPPORT THE SPECIFIED DESIGN LOADS. ROT BOTTOM IT JOINT c Inspect all Other weNS - -
<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 3 Inspect anchors cast In concrete - - ACI 318 1782 -
<br /> 4Inspect anchors posf,nstased in hardened
<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 BEG BEARING MIN MINIMUM concrete menders" W
<br /> BTWN BETWEEN a Aahes9e anchors installed in horizontally
<br /> PROCEEDING WITH ANY WORK SO INVOLVED. INCLINATION OF+/-1 DEGREE FROM VERTICAL PER SECTION 4.2.1 OF ESR-3750. MISC MISCELLANEOUS or upwaran.inclined operations to rest - - ACI318.17824 - Q
<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 BSMT BASEMEN sustained Ramon loads.NB NON-BEARING b Mechanical f anchors and adnesae anchors - - E- m,
<br /> B/W BOTTOM OF WALL not dewed m a a
<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 pcl sla cn 19 19041.19042 z L
<br /> CANT CANTILEVER 5 Verity use Cl required assign Mx - - CI318 Ch 1 190 190 W (7
<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 CENTER264 3
<br /> CI CONTROL JOINT 6.Prtsrta concrete placement fabraale specimens ASTM 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 ter strength tests perform slump are au 0
<br /> CLG. CEILING Q content tests.and deeenne the temperature of - - Ae131As26 a 31z61z t9m-10
<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 the concrete LJ.) w
<br /> CU CEIUNG JOIST 7 Inspect comm.and shame.placement for 56.97.
<br /> DRAWINGS. THAN TWO(2).THE MAXIMUM INSTALLATION TORQUE SHALL NOT EXCEED THE ALLOWABLE TORSIONAL PT PRESSURE TREATED proper application Ie6OngueS - - Ara 31e 2s as 190 1a8
<br /> 19068
<br /> CLR CLEAR avenry 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 l8Venly ureanalecMgsps mamtenarReaspxrta curing - - ACt318.26.47-26S9 19089 m
<br /> CMU CONCRETE MASONRY UNIT 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 REF REFERENCE 9.Inspect prestressed concrete for.
<br /> COL COLUMN a Application at prestressing forces.awl - - ACI 318 26921 - J
<br /> DISTRESS TO THE STRUCTURE. THE MINIMUM REQUIRED BEARING CAPACITY INCLUDING A FACTOR OF SAFETY NO LESS THAN TWO(2). CONC CONCRETE REINF REINFORCEMENT 6 Waiting of fronded prestressing tendons - - ACI318.26923
<br /> 12. REPAIR BRACKETS MUST BE CONCENTRICALLY LOADED AND THE BRACKET PLATE MUST BE FULLY10 m 511 o.syu a n Of preCaSt Ones..b fete members - - ACI318:Cn.268 -
<br /> 8. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE SOLELY RESPONSIBLE CONN CONNECTION READ REQUIRED 11.ve6140,5 u 700.,eeloned o prier 10
<br /> FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. PROVIDE ENGAGED WITH BOTTOM OF CONCRETE FOUNDATION. CONST CONSTRUCTION SF SQUARE FOOT oftendons In poo-tensw aconcrete are _ - Act 31s 26102 -
<br /> Q Q Q pnorto removal or snores am forms Iran
<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 beams and structural Saes \
<br /> EQ 12 Inspect normwoa for slope.locawn and
<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 dI ILSEWIS p1me COMrete member hemptonned - - Ar]318:2610.1(bi - 0
<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 'J
<br /> ANY PORTION OF THE WORK. WRITTEN APPROVAL FROM THE ENGINEER-OF-RECORD PRIOR TO INSTALLATION. DF DOUGLAS FIR(SOUTH) SYP SOUTHERN YELLOW PINE -
<br /> 10. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 15. CONTINUOUS SPECIAL INSPECTION IN ACCORDANCE WITH 2015 AND 2018 IBC SECTION 1705.9 MUST BE DEL DOUGLAS FIR LARCH T/ TOP OF TABLE 1705.7
<br /> PROVIDED FOR THE INSTALLATION OF THE HELICAL PILES AND FOUNDATION BRACKETS.ITEMS TO BE DIM DIMENSION REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS 1-...,.
<br /> WHERE THE NOTES,DRAWINGS,AND/OR SPECIFICATIONS DIFFER,THE MORE STRINGENT REQUIREMENTT/C TOP OF CONCRETE
<br /> SHALL APPLY.
<br /> RECORDED AND CONFIRMED BY THE SPECIAL INSPECTOR MUST INCLUDE THE FOLLOWING: DI DOUBLE JOIST
<br /> T/P TOP OF PLATE TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION '
<br /> 1 Verify element matenats Eves and lengths comply won
<br /> 11. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES A. PRODUCT MANUFACTURER DIA DIAMETER T/S TOP OF STEEL 1f1Q Tao008018n6 -
<br /> -
<br /> B. MANUFACTURER'S CERTIFICATION OF THE INSTALLERS DN DOWN 2 Determine
<br /> capacldes or test elements and conduct % ------
<br /> OR THE STRUCTURAL DRAWINGS. T/W TOP OF WALL adnonal load rests as required
<br /> C. PRODUCT TYPE AND CONFIGURATIONS FOR HELICAL PILE LEAD SHAFT SECTIONS,EXTENSIONS, DS DOWN SPOUT 3 Inspect drerng operations and maintain complete and
<br /> 12. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. TF TOP FLUSH accurate records for earn element. ' -
<br /> BRACKETS,BOLTS,THREADED RODS,NUTS,WASHERS,AND TORQUES AS SPECIFIED IN THIS EA EACH 4.Very placement!matrons and plummess.canwm
<br /> 13. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED TJ TRIPLE JOIST type and sere eohammer record numceror Drum per
<br /> REPORT AND THE CONSTRUCTION DOCUMENTS EF EACH FACE tyar49054holfnaenlemnnerd Winther of Mows
<br /> per x
<br /> IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. T/BM TOP OF BEAM font Of -
<br /> D. INSTALLATION PROCEDURES FOR THE HELICAL PILE SHAFT,INSTALLATION EQUIPMENT USED,AND EL EXPANSION JOINT gn capacity.record by and Dun Newham -
<br /> 14. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS,METHODS,AND WORKMANSHIP ACCEPTED AS tf
<br /> T/SLAB TOP OF SLAB and docuem any damage to foundation element
<br /> THE IDEAL FOUNDATION SYSTEMS INSTALLATION INSTRUCTIONS ELEV ELEVATION 5.For steel elements peaonn adduonal special
<br /> GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE EN EDGE NAILING(PANEL) TP TOP PLATE rmpecho"sm man accoce WI section aOVU. - -
<br /> E. ANTICIPATED AND ACTUAL PILING DEPTH 6 For concrete elements and concrete-wed elements.
<br /> "INTERNATIONAL BUILDING CODE"(IBC),AND STANDARDS REFERENCED THEREIN. EQ EQUAL TYP TYPICAL perform drta ormtestsandaanalspeclalm w specns,n - -
<br /> 15. STRUCTURAL STABILITY OF ALL NEW AND EXISTING STRUCTURES DURING CONSTRUCTION SHALL BE F. REQUIRED TARGET INSTALLATION TORQUE OF PILES AND MINIMUM DEPTH OF INSTALLATION accordance w0h Sechon 1.705'1
<br /> G. INCLINATION AND POSITION OF PILES.TOP OF PILE EXTENSION IN FULL CONTACT WITH BRACKET, ES EACH SIDE LINO UNLESS NOTED OTHERWISE 7 specialty elements perform additional Inspections
<br /> THE RESPONSIBILITY OF THE CONTRACTOR.THIS INCLUDES EXCAVATIONS,COLUMNS,EQUIPMENT EW EACH WAY UPA UNDER POST ABOVE as trea by the registered design professional sdeteml in TIGHTNESS OF ALL BOLTS AND EVIDENCE THAT THE PILE FOUNDATION SYSTEMS ARE INSTALLED - -
<br /> responsible charge
<br /> LOADS,MATERIAL LOADS,AND OTHERS.OBSERVATIONS BY THE ENGINEER-OF-RECORD DO NOT FB FLUSH BEAM UWA UNDER WALL ABOVE
<br /> BY AN APPROVED IDEALFOUNDATION SYSTEMS INSTALLER.
<br /> INCLUDE INSPECTIONS OF TEMPORARY LOADING AND STABILITY DURING CONSTRUCTION. FIN FINISH VERT VERTICAL
<br /> 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 1032 W Marine View Dr
<br /> INSTALL ADDITIONAL PILES AS REQUIRED. FND FOUNDATION WC WESTERN CEDAR 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,HILTI,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
<br /> OUTLINED IN ASTM D1143 AND/OR THE 2018 INTERNATIONAL BUILDING CODE(IBC).THE MAXIMUM TEST LOAD S221028-2XR
<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 PAM
<br /> LATEST EDITION OF THE RISC"CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES".
<br /> 2. MATERIALS:
<br /> BOLTS-ASTM A307,UNLESS OTHERWISE NOTED M RT
<br /> WF BEAMS-ASTM A572-50(Fy=50,000 PSI) 12/09/2022
<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. In
<br /> W
<br /> JOBSITE SAFETY: - H
<br /> O
<br /> I. 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 CITY OF E\V E R ETT J
<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 REVIEWED FOR PERMIT 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 /> D
<br /> SUPPLIERS OR THEIR EMPLOYEES,OR FOR ACCESS,VISITS,USE,WORK,TRAVEL,OR OCCUPANCY BY ANY ce
<br /> PERSON.
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