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CODE:INTERNATIONAL BUILDING CODE(IBC) 2018 REQUIRED?(Y/N) MATERIAL/ACTIVITY EXTENT REQUIRED?(Y/N) MATERIAL/ACTIVITY EXTENT E _ • _ •
<br /> Y N 1704.2.5 Inspection of Fabricators Periodic 1705.4 Masonry Construction
<br /> LOADINGS Verify fabrication/quality control procedures (A)Level A,B and C Quality Assurance: info@b2engineers.com
<br /> FLOOR LIVE LOAD..................................................... 40 PSF Y N 1.Verify compliance with approved submittals Periodic
<br /> DECK LIVE LOAD..................................................... 60 PSF Y N 1705.1.1 Special Cases(work unusual in nature,including but not limited to alternative materials (B)Level B Quality Assurance: 425-318-7047(0)
<br /> ROOF SNOW LOAD..................................................... 25 PSF and systems,unusual design applications,materials and systems with special manufacturer's Y N 1.Verification of fin and f'AAC prior to construction Periodic 425-318-0031 (C)
<br /> requirements) (C)Level C Quality Assurance:
<br /> WIND CRITERIA Y N 1.Verification of f'm and f'AAC prior to construction and for every 5,000 SF during construction Periodic
<br /> BUILDING CLASSIFICATION............................... II Y N 2.Verification of proportions of materials in premixed or prebleaded mortar,prestressing grout,and Continuous
<br /> ULTIMATE WIND SPEED...................................... 98 MPH 1705.2 Steel Construction grout other than self-consolidating grout,as delivered to the project site
<br /> WIND EXPOSURE B Y N 1.Fabricator and erector documents(Verify reports and certificates as listed in AISC 360,chapter Each submittal Y N 3.Verify placement of masonry units Periodic
<br /> TOPOGRAPHIC FACTOR,Kzt................. 1.0 N,paragraph 3.2 for compliance with construction documents) (D)Levels B and C Quality Assurance:
<br /> Y N 2.Material verification of structural steel Periodic Y N 1.Verification of Slump Flow and Visual Stability Index(VSI)of self-consolidating grout as delivered Continuous
<br /> SEISMIC CRITERIA Y N 3.Embedments(Verify diameter,grade,type,length,embedment.See 1705.3 for anchors) Continuous to the project
<br /> SEISMIC RISK CATEGORY............................... II Y N 4.Verify member locations,braces,stiffeners,and application of joint details at each connection Periodic Y N 2.Verify compliance with approved submittals Periodic
<br /> SPECTRAL RESPONSE COEFFICIENT,Ss.... 1.26 comply with construction documents Y N 3.Verify proportions of site-mixed mortar,grout and prestressing grout for bonded tendons Periodic
<br /> SPECTRAL RESPONSE COEFFICIENT,S1.... 0.45 5.Structural steel welding: Y N 4.Verify grade,type,and size of reinforcement and anchor bolts,and prestressing tendons and Periodic
<br /> SEISMIC SITE CLASS................................. D Y N a.Inspection tasks Prior to Welding(Observe,or perform for each welded joint or member,the CA Observe or Perform as noted(4) anchorages
<br /> SEISMIC DESIGN CATEGORY............................... D tasks listed in AISC 360,Table N5.4-1) Y N 5.Verify construction of mortar joints Periodic
<br /> Y N b.Inspection tasks During Welding(Observe,or perform for each welded joint or member,the CA Observe(4) Y N 6.Verify placement of reinforcement,connectors,and prestressing tendons and anchorages Level B-Periodic
<br /> STRUCTURAL DESCRIPTIONS tasks listed in AISC 360,Table N5.4-1) Level C-Continuous
<br /> Y N c.Inspection tasks After Welding(Observe,or perform for each welded joint or member,the CA Observe or Perform as noted(4) Y N 7.Verify grout space prior to grouting Level B-Periodic
<br /> tasks listed in AISC 360,Table N5.4-3) Level C-Continuous
<br /> d.Nondestructive testing(NDT)of welded joints:see Commentary Y N 8.Verify placement of grout and prestressing grout for bonded tendons Continuous
<br /> Y N 1)Complete penetration groove welds 5/16"or greater in risk category III or IV Periodic Y N 9.Verify size and location of structural masonry elements Periodic
<br /> Y N 2)Complete penetration groove welds 5/16'or greater in risk category II Periodic Y N 10.Verify type,size,and location of anchors,including details of anchorage of masonry to structural Level B-Periodic
<br /> GENERAL CONDITIONS Y N 3)Thermally cut surfaces of access holes when material t>2" Periodic members,frames,or other construction. Level C-Continuous
<br /> Y N 4)Welded joints subject to fatigue when required by AISC 360,Appendix 3,Table A-3.1 Periodic Y N 11.Verify welding of reinforcement(see 1705.2.2) Continuous
<br /> 1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE Y N 5)Fabricator's NDT reports when fabricator performs NDT Each submittal(5) Y N 12.Verify preparation,construction,and protestion of masonry during cold weather(temperature Periodic
<br /> STRUCTURAL ENGINEER IN WRITING OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING 6.Structural steel bolting: below 40oF)or hot weather(temperature above 90oF)
<br /> WITH THE WORK.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,ELEVATIONS AND SITE Y N a.Inspection tasks Prior to Bolting(Observe,or perform tasks for each bolted connection,in Observe or Perform as noted(4) Y N 13.Verify application and measurement of prestressing force Continuous
<br /> CONDITIONS BEFORE STARTING WORK. accordance with CA tasks listed in AISC 360,Table N5.6-1) Y N 14.Verify placement of AAC masonry units and construction of thin-bed mortar joints(first 5000 SF Continuous
<br /> Y N b.lnspection tasks During Bolting(Observe the CA tasks listed in AISC 360,Table N5.6-2) Observe(4) of AAC masonry) �\ e
<br /> 2. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING 1)Pre-tensioned and slip-critical joints Y N 15.Verify placement of AAC masonry units and construction of thin-bed mortar joints(after the first Level B-Periodic C f WAS '9 s�
<br /> DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL Y N a)Turn-of-nut with matching markings Periodic 5000 SF of AAC masonry) Level C-Continuous Q' O y/
<br /> ENGINEER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. Y N b)Direct tension indicator Periodic Y N 16.Verify properties of thin-bed mortar for AAC masonry(first 5000 SF of AAC masonry) Continuous '� C�
<br /> Y N c)Twist-off type tension control bolt Periodic Y N 17.Verify properties of thin-bed mortar torAAC masonry(after the first 5000 SF of AAC masonry) Level B-Periodic • Z
<br /> 3. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND Y N d)Turn-of-nut without matching markings Continuous Level C-Continuous
<br /> TYPICAL DETAILS.WHERE THE NOTES,DRAWINGS,AND/OR SPECIFICATIONS DIFFER,THE MORE Y N e)Calibrated wrench Continuous Y N 18.Prepare grout and mortar specimens Level B-Periodic
<br /> STRINGENT REQUIREMENT SHALL APPLY. 2)Snug-tight joints Periodic Level C-Continuous
<br /> Y N c.Inspection tasks After Bolting(Perform tasks for each bolted connection in accordance with CA Perform(4) Y N 19.Observe preparation of prisms Level B-Periodic N
<br /> 4. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK,THE CONSTRUCTION tasks listed in AISC 360,Table N5.6-3) Level C-Continuous q a� 43789
<br /> SHALL BE THE SAME AS FOR SIMILAR WORK. Y N 7.Inspection of steel elements of composite construction prior to concrete placement in accordance Observe or Perform as noted(4) 1705.5 Wood Construction
<br /> with CA tasks listed in AISC 360,Table N6.1 Y N 1.Inspection of the fabrication process of wood structural elements and assemblies in accordance Periodic G�f/RAL ENO G\C�77i
<br /> 5. WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS,SECTIONS,OR DETAILS ON with Section 1704.2.5 _`Y/ONAI EN
<br /> THESE DRAWINGS. 1705.2.2 Steel Construction Other Than Structural Steel Y N 2.For high-load diaphragms,verify grade and thickness of structural panel sheathing agree with Periodic
<br /> 1.Material verification of cold-formed steel deck: approved building plans
<br /> 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL Y N a.Identification markings Periodic Y N 3.For high-load diaphragms,verify nominal size of framing members at adjoining panel edges,nail Periodic
<br /> ENGINEER OF ANY CONDITION THAT,IN HIS OPINION,MIGHT ENDANGER THE STABILITY OF THE Y N b.Manufacturer's certified test reports Each submittal or staple diameter and length,number of fastener lines,and that spacing between fasteners in each
<br /> STRUCTURE OR CAUSE DISTRESS TO THE STRUCTURE. 2.Connection of cold-formed steel deck to supporting structure: line and at edge margins agree with approved building plans
<br /> Y N a.Welding Periodic Y N 4.Metal-plate-connected wood trusses spanning 60 feet or greater:verify temporary and permanent Periodic
<br /> 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE SOLELY Y N b.Other fasteners(in accordance with AISC 360,Section N6) restraint/bracing are installed in accordance with the approved truss submittal package
<br /> RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES AND Y N 1)Verify fasteners are in conformance with approved submittal Periodic FEDERAL AVE
<br /> PROCEDURES.PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS Y N 2)Verify fastener installation is in conformance with approved submittal and manufacturer's Periodic 1705.6 Soils
<br /> DURING CONSTRUCTION.NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. recommendations 1.Verify materials below shallow foundations are adequate to achieve the design bearing capacity. RESIDENCE
<br /> 3.Reinforcing steel Y N 2.Verify excavations are extended to proper depth and have reached proper material. Periodic
<br /> 8. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE Y N a.Verification of weldability of steel other than ASTM A706 Periodic Y N 3.Perform classification and testing of controlled fill materials. Periodic
<br /> GENERAL NOTES OR THE STRUCTURAL DRAWINGS. Y N b.Reinforcing steel resisting flexural and axial forces in intermediate and special moment frames, Continuous Y N 4.Verify use of proper materials,densities,and lift thicknesses during placement and compaction of Periodic EV E R ETT
<br /> boundary elements of special concrete structural walls and shear reinforcement Y N controlled fill Continuous
<br /> 9. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS,METHODS,AND WORKMANSHIP Y N c.Shear reinforcement Continuous 5.Prior to placement of controlled fill,observe subgrade and verify that site has been prepared
<br /> ACCEPTED AS GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY AND IN CONFORMANCE WITH Y N d.Other reinforcing steel Periodic Y N properly Periodic
<br /> THE PROVISIONS OF PREVAILING CODE EDITION OF THE"INTERNATIONAL BUILDING CODE"(IBC) 4.Cold-formed steel trusses spanning 60 feet or greater
<br /> AND STANDARDS REFERENCED THEREIN. Y N a.Verify temporary and permanent restraint/bracing are installed in accordance with the approved Periodic 1705.7 Driven Deep Foundations
<br /> truss submittal package Y N 1.Verify element materials,sizes and lengths comply with requirements Continuous
<br /> 10. PIPES,DUCTS,SLEEVES,OPENINGS,POCKETS,CHASES,BLOCK-OUTS,ETC.,SHALL NOT Y N 2.Determine capacities of test elements and conduct additional load tests,as required Continuous
<br /> BE PLACED IN SLABS,FOUNDATIONS,ETC.,NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR 1705.3 Concrete Construction Y N 3.Observe driving operations and maintain complete and accurate records for each element Continuous
<br /> SUCH ITEMS,UNLESS SPECIFICALLY DETAILED ON THESE STRUCTURAL DRAWINGS. Y N 1.Inspection of reinforcing steel installation(see 1705.2.2 for welding) Periodic. Y N 4.Verify placement locations and plumbness,confirm type and size of hammer,record number of Continuous
<br /> Y N 2.Inspection of prestressing steel installation Periodic blows per toot of penetration,determine required penetrations to achieve design capacity,record tip 3403 FEDERAL AVE,
<br /> 11. ALTERNATE ASSEMBLIES AND MATERIALS WILL BE CONSIDERED FOR REVIEW.ENGINEER Y N 3.nspection of anchors cast in concrete where allowable loads have been increased per section Continuous and butt elevations and document any damage to foundation element EVERETT,WA 98201
<br /> MAY REQUEST PAYMENT FOR REVIEW. 1908.5 or where strength design is used Y N 5.For steel elements,perform additional inspections per Section 1705.2 See Section 1705.2
<br /> O N 4.Inspection of anchors and reinforcing steel past-installed in hardened concrete:Per research Periodic or as required by the research report issued by an Y N 6.For concrete elements and concrete-filled elements,perform additional inspections per Section See Section 1705.3
<br /> FOUNDATION reports including verification of anchor type,anchor dimensions,hole dimensions,hole cleaning approved source 1705.3
<br /> procedures,anchor spacing,edge distances,concrete minimum thickness,anchor embedment and Y N 7.For specialty elements,perform additional inspections as determined by the registered design In accordance with construction documents
<br /> 1. STRUCTURAL DESIGN COMPLIES WITH SOILS REPORT PRODUCED BY: tightening torque professional in responsible charge
<br /> Y N 5.Verify use of approved design mix Periodic Y N 8.Perform additional inspections and tests in accordance with the construction documents In accordance with construction documents
<br /> N.A. Y N
<br /> 6.Fresh concrete sampling,perform slump and air content tests and determine temperature of Continuous
<br /> FOOTING BEARING PRESSURE: 1500 PSF(ASSUMED) concrete 1705.8 Cast-In-Place Deep Foundations
<br /> Y N 7.Inspection of concrete and shotcrete placement for proper application techniques Continuous Y N 1.0bserve drilling operations and maintain complete and accurate records for each element Continuous
<br /> LATERAL EARTH PRESSURE ON RETAINING WALLS N.A. Y N 8.nspection for maintenance of specified curing temperature and techniques Periodic Y N 2.Verify placement locations and plumbness,confirm element diameters,bell diameters(if Continuous
<br /> 9.Inspection of prestressed concrete: applicable),lengths,embedment into bedrock(if applicable)and adequate end-bearing strata
<br /> 2. SUBGRADE PREPARATION,DRAINAGE PROVISIONS,AND OTHER RELEVANT SOIL Y N a.Application of prestressing force Continuous capacity.Record concrete or grout volumes
<br /> CONSIDERATIONS ARE TO BE IN ACCORDANCE WITH SAID SOILS REPORT. Y N b.Grouting of bonded prestressing tendons in the seismic-force-resisting system Continuous Y N 3.For concrete elements,perform additional inspections in accordance with Section 1705.3 See Section 1705.3
<br /> 10.Erection of precast concrete members Y N 4.Perform additional inspections and tests in accordance with the construction documents In accordance with construction documents
<br /> Y N a.Inspect in accordance with construction documents In accordance with construction documents
<br /> Y N b.Perform inspections of welding and bolting in accordance with Section 1705.2 n accordance with Section 1705.2 1705.9 Helical Pile Foundations
<br /> Y N 11.Verification of in-situ concrete strength,prior to stressing of tendons in post tensioned concrete Periodic Y N 1.Verify installation equipment,pile dimensions,tip elevations,final depth,final installation torque Continuous
<br /> and prior to removal of shores and forms from beams and structural slabs and other data as required.
<br /> Y N 12.Inspection of formwork for shape,lines,location and dimensions Periodic Y N 2.Perform additional inspections and tests in accordance with the construction documents In accordance with construction documents
<br /> Y N 13.Concrete strength testing and verification of compliance with construction documents Periodic
<br /> 1705.10.1 Structural Wood Special Inspections For Wind Resistance
<br /> Y N 1.Inspection of field gluing operations of elements of the main windtorce-resisting system Continuous
<br /> Notes: Y N 2.nspection of nailing,bolting,anchoring and other fastening of components within the main Periodic
<br /> DIMENSIONAL LUMBER,ANCHOR BOLT AND NAILING SPECIFICATIONS 1.The inspection and testing agents)shall be engaged by the Owner or the Owner's Agent,and windtorce-resisting system
<br /> not by the Contractor or Subcontractor whose work is to be inspected or tested.Any conflict of
<br /> interest must be disclosed to the Building Official prior to commencing work.The qualifications of 1705.10.2 Cold-formed Steel Special Inspections For Wind Resistance
<br /> 1.MEET REQUIREMENTS OF PS 20-70 AND NATIONAL GRADING RULES FOR SOFTWOOD the Special Inspectors)and/or testing agencies may be subject to the approval of the Building Y N 1.Inspection during welding operations of elements of the main windtorce-resisting system Periodic DRAWING INFO
<br /> DIMENSIONAL LUMBER.BEAR STAMP OF W W PA. Official and/or the Design Professional. Y N 2.Inspections for screw attachment,bolting,anchoring and other fastening of components within the Periodic
<br /> 2.MINIMUM DIMENSIONAL LUMBER GRADES TO BE: 2.The list of Special Inspectors may be submitted as a separate document,if noted so above. main windforce-resisting system
<br /> 1705.10.3 Wind-resisting Components ISSUE DATE 08-24-23
<br /> WALL STUDS,2X,3 X........ HIP STUD GRADE 3.Special Insepctions as required by Section 1704.2.5 are not required where the fabricator is Y N Periodic
<br /> 1.Root cladding
<br /> WALL PLATES,2X,3X........ HIP STANDARD GRADE U.N.O approved in accordance with IBC Section 1704.2.5.2 Y N 2.Wall cladding Periodic
<br /> JOISTS,2X6:............. HF#2 ISSUED FOR PERMIT
<br /> JOISTS,2 X 8 AND UP....... DF#2 4.Observe on a random basis,operations need not be delayed pending these inspections.Perform Y N 1705.11.1 Structural Steel Special Inspections for Seismic Resistance In accordance with AISC 341
<br /> BEAMS,HEADERS,6X........ DF#2 these tasks for each welded joint,bolted connection,or steel element. Inspection of structural steel in accordance with AISC 341 PROJECT NO.22082
<br /> BEAMS,HEADERS,4X......... DF#2,WWPA GRADING
<br /> POSTS,4X,6X.............. DF#2 U.N.O 5.NOT of welds completed in an approved fabricators shop may be performed by that fabricator 1705.11.2 Structural Wood Special Inspections for Seismic Resistance
<br /> LUMBER NOT NOTED HERE... DF#2 U.N.O when approved by the AHJ.Refer to AISC 360,N7. Y N 1.Inspection of field gluing operations of elements of the seismic-force resisting system Continuous ENGINEER BB
<br /> 3.PROVIDE STANDARD CUT WASHERS FOR BOLT HEADS AND NUTS BEARING AGAINST Y N 2.Inspection of nailing,bolting,anchoring and other fastening of components within the seismic- Periodic
<br /> WOOD. force-resisting system
<br /> CONCRETE AND REINFORCING REVISION SCHEDULE
<br /> 4.ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY THAT IS IN CONTACT WITH 1705.11.3 Cold-formed Steel Light-Frame Construction Special Inspections for Seismic
<br /> OR RESTING ON FOUNDATIONS SHALL BE PRESSURE-TREATED DOUGLAS FIR/HEMFIR IN 1. CONCRETE SHALL CONFORM TO THE INDICATED REFERENCE CODES AND STANDARDS Resistance NO. DATE DESCRIPTION
<br /> ACCORDANCE TO WITH AWPA U1 PLANT/SHOP TREATMENT AND M4 FIELD TREATMENT EXCEPT AS MODIFIED BELOW: Y N Periodic
<br /> 1.Inspection during welding operations of elements of the seismic-force-resisting system
<br /> ( ) ( ) Y N Periodic
<br /> STANDARDS.ALL BEARING WALL PLATES SHALL HAVE 5/8"0 x10"J-BOLTS PLACED AT 2.Inspections for screw attachment,bolting,anchoring and other fastening of components within the
<br /> MAXIMUM OF 9"FROM THE END OF A PLATE AND SPACED AT INTERVALS SHOWN ON THE ACI-301 -STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE" seismic-force-resisting system
<br /> SHEARWALL SCHEDULE(MAXIMUM 4'-0-OC SPACING).PROVIDE BP PLATE WASHER AT ALL ACI-318-BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"
<br /> FOUNDATION SILL PLATE ANCHOR BOLTS.PROVIDE TWO ANCHOR BOLTS MINIMUM PER ACI-305R-HOT WEATHER CONCRETING"
<br /> SECTION OF SILL.FOR NON-SHEARWALL,PLACE ANCHORS AT 48". ACI-306R-COLD WEATHER CONCRETING" STRUCTURAL AND MISCELLANEOUS STEEL
<br /> ACI-304-GUIDE FOR MEASURING,MIXING,TRANSPORTING AND PLACING CONCRETE" DRAWING LIST
<br /> 5.BOLTS IN WOOD SHALL NOT BE LESS THAN 7 DIAMETERS FROM THE END AND 4 STEEL MEMBERS,HARDWARE,FASTENERS SHALL BE HOT DIPPED GALVANIZED OR EPDXY PAINTED PER ARCHITECT
<br /> DIAMETERS FROM THE EDGE OF THE MEMBER. 2. CONCRETE MIX SPECIFICATIONS REQUIREMENTS.ALL CUT,REPAIRED AND EXPOSED SURFACE SHALL BE PAINTED WITH(2)COAT OF 95%ZINC RICH SHEET
<br /> 6.NAILS:COMMON WIRE NAILS.NAILING IN ACCORDANCE WITH IBC TABLE 2304.9.1. PAINT PER ASTM A780.COLOR TO MATCH EXISTING. NUMBER SHEET NAME ISSUE DATE
<br /> LOCATION COMP.SRENGTH W/C RATIO AIR CONTENT REMARK STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: S-0 GENERAL NOTES AND 08-24-23
<br /> 7.PRESSURE TREATED WOOD:ALL NAILS INTO PT WOOD SHALL BE HOT DIPPED TUBE COLUMNS: ASTM A500,GRADE B(Fy=46 KSI) SPECIFICATIONS
<br /> GALVANIZED PER ASTM At 53 OR STAINLESS STEEL.ALL METAL CONNECTORS IN CONTACT FOOTING 3000 PSI(MIN.OF 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE) WIDE FLANGE COLUMNS/BEAMS: ASTM 572 GR50
<br /> WITH PT WOOD SHALL BE HOT DIPPED GALVANIZED AND MEET ASTM A653 CLASS G185(1.85 STEEL PIPE: SCHEDULE 40,CONFORMING TO ASTM A53,TYPE E OR S,GRADE B(Fy=35 KSI.) S-1 FRAMING PLANS 08-24-23
<br /> OZ OF ZINC PER SO FT MINIMUM)OR TYPE 304/316 STAINLESS STEEL SIMPSON Z-MAX SLAB ON GRADE 3000 PSI(MIN.OF 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE) ALL OTHER STEEL: ASTM A36(Fy=36 KSI)OR ASTM A992 FRAMING PLANS 08-24-23
<br /> CONNECTORS MEET THIS REQUIREMENT.FASTENERS AND CONNECTORS USED TOGETHER BOLTS: ASTM A307(WOOD/STEEL CONN)
<br /> SHALL BE OF THE SAME TYPE(E.G.HOT DIPPED NAILS WITH HOT DIPPED HANGERS) FOUNDATION WALL 3000 PSI(MIN.OF 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE) BOLTS: ASTM A325/A490 WITH LOCK WASHERS(STEEL/STEEL AND STEEL/CONC CONN) S-3 FRAMING DETAILS 08-24-23
<br /> ANCHOR BOLTS: ASTM A307(WOOD FRAMING)
<br /> 8.ALL LUMBER WITH A LEAST DIMENSION OF 2"(NOMINAL)SHALL BE STAMPED"SURFACE- TOPPING N.A. ANCHOR BOLTS: ASTM A325(STEEL FRAMING) $-4 FRAMING SCHEDULES AND 08-24-23 GENERALNOTES
<br /> DRY"AND SHALL HAVE A MOISTURE CONTENT WHEN SURFACED AND WHEN INSTALLED OF DETAILS
<br /> NO MORE THAN 19 PERCENT.LUMBER WITH A LEAST DIMENSION OF 4"(NOMINAL)OR a. TOTAL AIR CONTENT IS SPECIFIED IN THE TABLE ABOVE.AIR CONTENT TOLERANCE SHALL BE ALL SLIP CRITICAL CONNECTIONS SHALL BE ASTM A325 BOLTS AND SHALL BE ENGINEER-APPROVED,SELF-LOAD AND
<br /> GREATER SHALL BE STAMPED"SURFACE-GREEN"AND AIR-DRIED TO A MOISTURE CONTENT 1%AND SHALL BE MEASURED AT THE POINT OF PLACEMENT.(AFTER PUMPING INDICATING TYPES,AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. Grand total:S
<br /> OF NOT MORE THAN 19 PERCENT PRIOR TO ITS USE IN FRAMING THE STRUCTURE. IF APPLICABLE).ALL CONCRETE EXPOSED TO THE WEATHER SHALL HAVE AN APPROVED SPECIFICATIONS
<br /> ADMIXTURE TO ENTRAIN AIR-5%TOTAL AIR REQUIRED.CONCRETE THAT CAN BE SUBJECTED STRUCTURAL STEEL WELDING
<br /> 9.NOTCHING AND BORING OF BEAMS AND JOISTS IS NOT ALLOWED WITHOUT PRIOR TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR ENTRAINED. CONFORM TO THE AWS CODES DIA AND D1.3,AND USE ONLY CERTIFIED WELDERS.WELDS NOT SPECIFIED ARE TO BE
<br /> APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD. 1/4"CONTINUOUS FILLET MINIMUM.INCREASE WELD SIZE TO AWS MINIMUM SIZES,BASED ON PLATE THICKNESS.USE DRY E70
<br /> 3.PROVIDE GRADE 60 KSI(A615)FOR CONCRETE STEEL REINFORCING ELECTRODES.ALL WELDING SHALL CONFORM TO THE AWS CODES,AND SHALL BE BY CERTIFIED WELDERS.WELDS NOT `'_O
<br /> SPECIFIED SHALL BE 1/4"CONTINUOUS FILLET MINIMUM.USE DRY E70 ELECTRODES. J
<br /> Copyhght b2 Structural Engineers 2008
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