2105 MCDOUGALL AVE A 2024 Plans 2025-07-14

INTERNATIONAL BUILDING CODE(IBC) 2021 STRUCTURAL STEEL.BOLTING AND WELDING SPECIFICATIONS CONCRETE AND REINFORCING SPECIFICATIONS DRAWING LIST mffimfewrom LOADINGS 1. ALL EXPOSED STEEL MEMBERS,HARDWARE,FASTENERS SHALL BE HOT DIPPED GALVANIZED OR EPDXY PAINTED PER ROOF SNOW LOAD..................................................... 25 PSF 1. CONCRETE SHALL CONFORM TO THE INDICATED REFERENCE CODES AND STANDARDS SHEET NUMBER SHEET NAME ISSUE DATE EXCEPT AS MODIFIED BELOW: ARCHITECT REQUIREMENTS.ALL CUT,REPAIRED AND EXPOSED SURFACE SHALL BE PAINTED WITH(2)COAT OF 85% RESIDENTIAL NNE LOAD........................D.......... 40 PSF ACI-301-"STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE" ZINC RICH PAINT PER ASTM A780.COLOR TO MATCH EXISTING. S-0 GENERAL NOTES AND 05-29-24 info@b2engineers.com BALCONY,PLATFORM LIVE LOAD....................... 60 PSF Info@b2engmeers.com RETAIL,CORRIDOR,LOBBY,WALKWAY LIVE LOAD............. 100 PSF ACI-318-"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" SPECIFICATIONS ACI-305R-"HOT WEATHER CONCRETING" 2. STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: 425-318-7047//O OFFICE LIVE LOAD..................................................................._.... 50 PSF l ) PARKING LIVE LOAD.................................. 40 PSF 63000#WHEEL LOAD ACI-306R-"COLD WEATHER CONCRETING" TUBE COLUMNS: ASTM A500,GRADE B(Fy=46 KSI) $-1 FRAMING PLANS, DETAILS 05-29-24 ACI-304-"GUIDE FOR MEASURING,MIXING,TRANSPORTING AND PLACING CONCRETE" WIDE FLANGE COLUMNS OR BEAMS: ASTM 572 GR50 425-318-0031 (C) STEEL PIPES: ASTM A53,TYPE E OR S,GRADE B(Fy=35 KSI.) Grand total:2 WIND CRITERIA 2. CONCRETE COMPRESSIVE STRENGTH REQUIREMENTS(PSI) STEEL PLATES,ANGLES AND MISC: ASTM A36(Fy=36 KSI)OR ASTM A992 BUILDING CLASSIFICATION............................... II BEARING BOLTS: ASTM A325 ULTIMATE WIND SPEED(3 SEC GUST)MPH...... 98 MPH LOCATION fc AT 28 DAYS W/C RATIO AIR CONTENT ADMIXTURES REQUIREMENTS SLIP CRITICAL BOLTS: ASTM A325 WITH LOCK WASHERS WIND EXPOSURE........................................... B ANCHOR BOLTS: ASTM A307(WOOD FRAMING) TOPOGRAPHIC FACTOR,Kzt................ 1.0 FOOTING 3000 PSI(DESIGN BASED ON 2500 PSI CONCRETE) ANCHOR BOLTS: ASTM A325(STEEL FRAMING) SEISMIC CRITERIA SLAB ON GRADE 3000 PSI(DESIGN BASED ON 2500 PSI CONCRETE) 3. ALL SLIP CRITICAL CONNECTIONS SHALL BE ASTM A325 BOLTS AND SHALL BE ENGINEER-APPROVED,SELF-LOAD D �� SEISMIC RISK CATEGORY............................... II FOUNDATION WALL 3000 PSI(DESIGN BASED ON 2500 PSI CONCRETE) INDICATING TYPES,AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SPECTRAL RESPONSE COEFFICIENT,Be.... 1.25 COLUMN NA D SPECTRAL RESPONSE COEFFICIENT,S1.... 0.45 POST TENSIONED BLDG SLAB NA 4. STRUCTURAL STEEL WELDING SHALL CONFORM TO THE AWS CODES D1.1 AND D1.3. - JUL O 9 2024 SEISMIC SITE CLASS................................. D POST TENSIONED PARKING SLAB NA ALL WELDING SHALL CONFORM TO THE AWS CODES AND STRUCTURAL DRAWINGS,AND SHALL BE PERFORMED BY 111111 SEISMIC DESIGN CATEGORY.....:............._.......... 6. TOPPING NA SHOTC ETE NA CERTIFIED WELDERS USING DRY E70XX ELECTRODES CITY OF EVERETT DUCTILITY(R)............................... 6.5 _ WELDS NOT SPECIFIED SHALL BE 1/4"CONTINUOUS FILLET MINIMUM.INCREASE WELD SIZE TO AWS MINIMUM SIZES, METHOD AND BASE SHEAR......__................ ELF BASED ON PLATE THICKNESS. - Permit vBCVICO° 3.PROVIDE GRADE 80 KSI(A815)FOR CONCRETE REINFORCING FOUNDATION DESIGN INFORMATION 4.TOTAL AIR CONTENT IS SPECIFIED IN THE TABLE ABOVE.AIR CONTENT TOLERANCE SHALL BE 31%AND SHALL BE MEASURED AT THE POINT OF PLACEMENT.ALL CONCRETE EXPOSED TO THE WEATHER SHALL HAVE 5%TOTAL AIR REQUIRED. 1. STRUCTURAL DESIGN,DRAINAGE,SUBGRADE PREP.SHALL COMPLY WITH SOIL REPORT: XX DEEP FOUNDATION SYSTEM: XX REQUIRED? SPECIAL INSPECTIONS(PART 1) TYPE OF INSPECTION REQUIRED? SPECIAL INSPECTIONS(PART 2) TYPE OF INSPECTION Fl) B FOOTING BEARING PRESSURE: 1500 PSF(ASSUMED) Py cF WASH qS ACTIVEIPASSIVE EARTH PRESSURE: 35PCF NO 11.2.51NSPECTION OFFABRICATORS PERIODIC NO 1705.4 MASON-CONSTRUCTION Verify fabrication/quality control procedures (A)Level A,B and C Quality Assurance: s 2. ADDITIONAL NOTES/REQUIREMENTS:. ❑ 1.Verify compliance with approved submittals P4 XX - NO 1705.1.1 SPECIAL CASES CONTINUOUS (B)Level B Quality Assurance: ' (work unusual in nature,including but not limited to alternative materials and systems,unusual 1.Verification of fm and fAAC prior to construction PERIODIC GENERAL CONDITIONS CONDITIONS design applications,materials and systems with special manufacturer's requirements) - Quality Assurance: 1.Verificavel C onn of fm and fAAC prior to construction and for every 5,000 SF during construction PERIODIC o GorOaAu allo��d" 1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE 2.Verification of proportions of materials in premixed or preblended mortar,prestressing grout,and CONTINUOUS SS/ONAL ECG STRUCTURAL ENGINEER IN WRITING OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING NO 1705.2 STEEL CONSTRUCTION grout other than self-consolidating grout,as delivered to the project site WITH THE WORK.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,ELEVATIONS AND SITE 1.Fabricator and erector documents(Verify reports and certificates as listed in AISC 360,chapter EACH SUBMITTAL 3.Verify placement of masonry units PERIODIC CONDITIONS BEFORE STARTING WORK. N,paragraph 3.2 for compliance with construction documents) 0)Levels B and C Quality Assurance: 2. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING 2.Material verification of structural steel PERIODIC 1.Verification of Slump Flow and Visual Stability Index(VSI)of self-consolidating grout as delivered CONTINUOUS DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL 3.Embedments(Verify diameter,grade,type,length,embedment.See 1705.3 for anchors) CONTINUOUS to the project ENGINEER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. 4.Verify member locations,braces,stiffeners,and application of joint details at each connection PERIODIC 2.Verify compliance with approved submittals PERIODIC 3. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND comply with construction documents 3.Verify proportions of site-mixed mortar,grout and prestressing grout for bonded tendons P4 TYPICAL DETAILS.WHERE THE NOTES,DRAWINGS,AND/OR SPECIFICATIONS DIFFER,THE MORE 5.Structural steel welding: 4.Verify grade,type,and size of reinforcement and anchor bolts,and prestressing tendons and P4 STRINGENT REQUIREMENT SHALL APPLY. a.Inspection tasks Prior to Welding(Observe,or perform for each welded joint or member,the CA OBSERVE OR PERFORMAS NOTED(4) anchorages 4. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK,THE CONSTRUCTION tasks listed in AISC 360,Table N5.4-1) 5.Verify construction of mortarjoints P4 SHALL BE THE SAME AS FOR SIMILAR WORK. b.Inspection tasks During Welding(Observe,or perform for each welded joint or member,the QA OBSERVE(4) 6.Verify placement of reinforcement,connectors,and prestressing tendons and anchorages LEVEL B-P4 5. WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS,SECTIONS,OR DETAILS ON tasks listed in AISC 360,Table N5.4-1) LEVEL C-CONTINUOUS THESE DRAWINGS. c.Inspection tasks After Welding(Observe,or perform for each welded joint or member,the QA OBSERVE OR PERFORMAS NOTED(4) 7.Verify grout space prior to grouting LEVEL 8-P4 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECTAND THE STRUCTURAL tasks listed in AISC 360,Table N5.4-3) LEVEL C-CONTINUOUS ENGINEER OF ANY CONDITION THAT,IN HIS OPINION,MIGHT ENDANGER THE STABILITY OF THE d.Nondestructive testing(NOT)of welded joints:see Commentary 8.Verify placement of grout and prestressing grout for bonded tendons CONTINUOUS STRUCTURE OR CAUSE DISTRESS TO THE STRUCTURE. 1)Complete penetration groove welds 5/16"or greater in risk category III or IV PERIODIC 9.Verify size and location of structural masonry elements P4 MATT HECK 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE SOLELY 2)Complete penetration groove welds 5/16"or greater in risk category II PERIODIC 10.Verify type,size,and location of anchors,including details of anchorage of masonry to structural LEVEL B-PERIODIC RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES AND 3)Thermally cut surfaces of access holes when material t>2" PERIODIC members,frames,or other construction. LEVEL C-CONTINUOUS D PROCEDURES.PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS 4)Welded joints subject to fatigue when required by AISC 360,Appendix 3,Table A-3.1 PERIODIC 11.Verify welding of reinforcement(see 1705.2.2) CONTINUOUS M C O U GAL L DURING CONSTRUCTION.NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. 5)Fabricator's NDT reports when fabricator performs NDT EACH SUBMITTAL(5) 12.Verify preparation,construction,and protection of masonry during cold weather(temperature P4 8. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE 6.Structural steel bolting: below 40 F)or hot weather(temperature above 90 F) AVE EVERETT GENERAL NOTES OR THE STRUCTURAL DRAWINGS. a.Inspection tasks Prior to Bolting(Observe,or perform tasks for each bolted connection,in OBSERVE OR PERFORM AS NOTED(4) 13.Verify application and measurement of prestressing force CONTINUOUS AV 9. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS,METHODS,AND WORKMANSHIP accordance with QA tasks listed in AISC 360,Table N5.6-1) 14.Verify placement of AAC masonry units and construction of thin-bed mortarjoints(first 5000 SF CONTINUOUS ACCEPTED AS GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY AND IN CONFORMANCE WITH b.lnspection tasks During Bolting(Observe the QA tasks listed in AISC 360,Table N5.6-2) OBSERVE(4) of AAC masonry) THE PROVISIONS OF PREVAILING CODE EDITION OF THE"INTERNATIONAL BUILDING CODE"(IBC) 1)Pre-tensioned and slip-critical joints 15.Verify placement of AAC masonry units and construction of thin-bed mortar joints(after the first LEVEL B-PERIODIC AND STANDARDS REFERENCED THEREIN. a)Tum-of-nut with matching markings PERIODIC 5000 SF of AAC masonry) LEVEL C-CONTINUOUS 10. PIPES,DUCTS,SLEEVES,OPENINGS,POCKETS,CHASES,BLOCK-OUTS,ETC.;SHALL NOT b)Direct tension indicator PERIODIC 16.Verify properties of thin-bed mortar for AAC masonry(first 6000 SF of AAC masonry) CONTINUOUS BE PLACED IN SLABS,FOUNDATIONS,ETC.,NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR c)Twist-off type tension control bolt PERIODIC 17.Verify properties of thin-bed mortar forAAC masonry(after the first 5000 SF of AAC masonry) LEVEL B-PERIODIC SUCH ITEMS,UNLESS SPECIFICALLY DETAILED ON THESE STRUCTURAL DRAWINGS. d)Tum-oMut without matching markings CONTINUOUS LEVEL C-CONTINUOUS 11. LEVEL B-P4 CONSTRUCTIONO STRUCTURAL ENGINEER yILL PERFORM PERIODIC MEMERS AND REVIEW OF REQUESTED SUBSTITU�ONSRING 2)Snug-ttightted PERIODICOOS 18.Prepare grout and mortar specimens - LEVEL C-CONTINUOUS '. 2105 MCDOUGALL AVE, c.Inspection tasks After Bolting(Perform tasks for each bolted connection in accordance with QA PERFORM(4) 19.Observe preparation of prisms LEVEL B-P4 SHOP DRAWINGS AND SUBMITTALS: tasks listed in AISC 360,Table N5.6-3) LEVEL C-CONTINUOUS EVERETT,WA 98201 .- 7.Inspection of steel elements of composite construction prior to concrete placement in accordance OBSERVE OR PERFORM AS N07ED(4) NO 17(15.5 WOOD CONSTRUCTION THE FOLLOWING ITEMS SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION OR INSTALL. with QA tasks listed in AISC 360,Table N6.1 1.Inspection of the fabrication process of wood structural elements and assemblies in accordance PERIODIC CONTRACTOR SHALL ALLOW SUFFICIENT TIME FOR STRUCTURAL ENGINEER'S REVIEW:- ❑ with Section 1704.2.5 1. SLAB CONDUIT LAYOUT NO 1705.2.2 STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL 2.For high-load diaphragms,verify grade and thickness of structural panel sheathing agree with P5 2. CONCRETE OR MASONRY MIX DESIGN 1.Material verification of cold-farmed steel deck: approved building plans 3. CONCRETE OR MASONRY REINFORCING a.Identification markings PERIODIC 3.For high-load diaphragms,verify nominal size of framing members at adjoining panel edges,nail P5 4. CONCRETE POST TENSIONING SYSTEM b.Manufacturers certified test reports EACH SUBMITTAL or staple diameter and length,number of fastener lines,and that spacing between fasteners in each 4. FORMWORK - 2.Connection of cold-formed steel deck to supporting structure: line and at edge margins agree with approved building plans 5. CONCRETE CURING PROCEDURE a.Welding PERIODIC 4.Metal-plateconnected wood trusses spanning 60 feet or greater:verify temporary and permanent PERIODIC 6. STRUCTURAL STEEL b.Other fasteners(in accordance with AISC 360,Section N6) restraint/bracing are installed in accordance with the approved truss submittal package 7. STUD RAILS AND HEADED ANCHOR EMBED PLATES - 1)Verify fasteners are in conformance with approved submittal PERIODIC 8. WOOD FRAMING/LUMBER PACKAGE 2)Verify fastener installation is in conformance with approved submittal and manufacturers PERIODIC NO 1705.6 SOILS 9. SEISMIC HOLDOWN SYSTEM SUCH AS SIMPSON PRODUCTS recommendations 1.Verify materials below shallow foundations are adequate to achieve the design bearing capacity. PERIODIC 3.Reinforcing steel 2.Verify excavations are extended to proper depth and have reached proper material. PERIODIC DEFERRED SUBMITTALS: a.Verification of weldability of steel other than ASTM A706 PERIODIC 3.Perform classification and testing of controlled fill materials. PERIODIC b.Reinforcing steel resisting flexural and axial forces in intermediate and special moment frames, CONTINUOUS 4.Verify use of proper materials,densities,and lift thicknesses during placement and compaction of CONTINUOUS THE FOLLOWING ITEMS SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION OR INSTALL: boundary elements of special concrete structural walls and shear reinforcement controlled fill 1. ANCHORAGE OF NONSTRUCTURAL COMPONENTS Q.Shear reinforcement CONTINUOUS 5.Prior to placement of controlled fill,observe subgrade and verify that site has been prepared PERIODIC 2: CANOPIES AND BALCONIES d.Other reinforcing steel PERIODIC properly 3. CURTAIN WALLS 4.Cold-formed steel trusses spanning 60 feet or greater 4. EXTERIOR CLADDING a.Verify temporary and permanent restraint/bracing are installed in accordance with the approved PERIODIC NO 1105.1 DRIVEN PILE FOUNDATIONS 5. HANDRAIL AND GUARDRAIL ASSEMBLIES truss submittal package 1.Verify element materials,sizes and lengths comply with requirements CONTINUOUS 6. HEAVY HUNG FUTURES 2.Determine capacities of test elements and conduct additional load tests,as required CONTINUOUS 7. MECHANICAL EQUIPMENT SUPPORT,SEISMIC ANCHORAGE OR RESTRAINING SYSTEM NO 1705.3 CONCRETE CONSTRUCTION 3.Observe driving operations and maintain complete and accurate records for each element CONTINUOUS 8. STEEL STAIRS 1.Inspection of reinforcing steel installation(see 1705.2.2 for welding) P1 4.Verify placement locations and plumbness,confirm type and size of hammer,record number of CONTINUOUS DRAWING INFO 9. WINDOW WASHING AND FALL PROTECTION SYSTEMS 2.Inspection of prestressing steel installation PERIODIC blows per foot of penetration,determine required,penetrations to achieve design capacity,record tip 3.Inspection of anchors cast in concrete where allowable loads have been increased per section CONTINUOUS and butt elevations and document any damage to foundation element LUMBER.ANCHOR BOLTING AND NAILING SPECIFICATIONS 1908.5 or where strength design is used 5.For steel elements,perform additional inspections per Section 1705.2 SEE SECTION 1705.2 4.Verify use of approved design mix Pf 6.For concrete elements and concrete-filled elements,perform additional inspections per Section SEE SEC77ON 1705.3 ISSUE DATE 05-29-24 1.MEET REQUIREMENTS OF PS 20-70 AND NATIONAL GRADING RULES FOR SOFTWOOD 5.Fresh concrete sampling,perform slump and air content tests and determine temperature of CONTINUOUS 1705.3 DIMENSIONAL LUMBER,BEARING STAMP OF W WPA.ALL EXPOSED LUMBER SHALL BE concrete 7.For specialty elements,perform additional inspections as determined by the registered design SEE CONST.DOCUMENTS PRESSURE TREATED OR EXTERIOR GRADE 6.Inspection of concrete and shotcrete placement for proper application techniques CONTINUOUS professional in responsible charge ISSUED FOR PERMIT 7.Inspection for maintenance of specified curing temperature and techniques P4 8.Perform additional inspections and tests in accordance with the construction documents SEE CONST.DOCUMENTS 2.LUMBER GRADES TO BE(UNLESS NOTED OTHERWISE ON PLAN): - It.Inspection of prestressed concrete: a.Application of prestressing force CONTINUOUS NO 1705.8 CAST IN PLACE FOUNDATIONS PROJECT NO. 24103 WALL STUDS,2X,3 X........ - HF STUD GRADE b.Grouting of bonded prestressing tendons in the seismic-force-resisting system CONTINUOUS 1.Observe drilling operations and maintain complete and accurate records for each element CONTINUOUS WALL PLATES,2X,3X........ HF STANDARD GRADE U.N.O 9.Erection of precast concrete members P4 2.Verify placement locations and plumbness,confirm element diameters,bell diameters(if CONTINUOUS JOISTS,2 X 6: HF#2 a.Inspect in accordance with construction documents SEE CONST DOCUMENTS applicable),lengths,embedment into bedrock(if applicable)and adequate end-bearing strata ENGINEER BB JOISTS,2 X 8 AND UP....... OF#2 b.Perform inspections of welding and bolting in accordance with Section 1705.2 ACCORDING TO SECTION 1705.2 capacity.Record concrete or grout volumes BEAMS,HEADERS,6X........ DF#2 10.Verification of in-situ concrete strength,prior to stressing of tendons in past tensioned concrete P4 3.For concrete elements,perform additional inspections in accordance with Section 1705.3 SEE SECTION 1705.3 BEAMS,HEADERS,4X......... OF ii W WPA GRADING and prior to removal of shores and loans from beams and structural slabs 4.Perform additional inspections and tests in accordance with the construction documents SEE CONST.DOCUMENTS REVISION SCHEDULE POSTS,4X,8X.............. OF#2 U.N.O 11.Inspection of formwork for shape,lines,location and dimensions PI LUMBER NOT NOTED HERE... OF#2 U.N.O 12.Concrete strength testing and verification of compliance with construction documents P4 NO 1705.9 HELICAL PILE FOUNDATIONS NO. DATE DESCRIPTION GLULAM BEAMS WESTERN SPECIES 24F-V4 1.Verify installation equipment,pile dimensions,tip elevations,final depth,final installation torque CONTINUOUS PSIILVL BEAMS 2.0E OR HIGHER YES POST INSTALLED ANCHORS IN HARDENED CONCRETE and other data as required. Per research reports including verification of anchor type,anchor dimensions,hole dimensions,hole P2 OR AS REQUIRED 2.Perform additional inspections and tests in accordance with the construction documents SEE CONST.DOCUMENTS 3.ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY THAT IS IN CONTACT WITH OR cleaning procedures,anchor spacing,edge distances,concrete minimum thickness,anchor BY THE APPROVED REPORT RESTING ON FOUNDATIONS SHALL BE PRESSURE-TREATED DOUGLAS FIR/HEMFIR IN embedment and tightening torque p/Q 1705.10.1 STRUCTURAL WOOD SPECIAL INSPECTIONS FOR WIND RESISTANCE CONTINUOUS ACCORDANCE TO WITH AWPA Ul(PLANT/SHOP TREATMENT)AND M4(FIELD TREATMENT) 1.Inspection of field gluing operations of elements of the main windforce-resisting system P5 STANDARDS.ALL BEARING WALL PLATES SHALL HAVE 5/8"0 x10"J-BOLTS PLACED AT MAXIMUM 2.Inspection of nailing,bolting,anchoring and other fastening of components within the main OF 9"FROM THE END OF A PLATE AND SPACED AT INTERVALS SHOWN ON THE SHEARWALL INSPECUM NOTES, windforce-resisting system SCHEDULE(MAXIMUM 48"OC SPACING).PROVIDE BP/BPS PLATE WASHER ATALL FOUNDATION (1).The inspection and testing agent(s)shall be engaged by the Owner or the Owners Agent,and SILL PLATE ANCHOR BOLTS.PROVIDE TWO ANCHOR BOLTS MINIMUM PER SECTION OF SILL. not by the Contractor or Subcontractor whose work is to be inspected or tested.Any conflict of NO 1705.10.2 FOLD FORMED STEEL INSPECTIONS FOR WIND RESISTANCE FOR NON-SHEARWALL,PLACE ANCHORS AT 48".BOLTS IN WOOD SHALL NOT BE LESS THAN 7 interest must be disclosed to the Building Official prior to commencing work.The qualifications of 1.Inspection during welding operations of elements of the main windforoe-resisting system PERIODIC DIAMETERS FROM THE END AND 4 DIAMETERS FROM THE EDGE OF THE MEMBER. the Special Inspector(s)and/or testing agencies may be subject to the approval of the Building 2.Inspections for screw attachment,bolting,anchoring and other fastening of components within the PERIODIC Official and/or the Design Professional. main windforce-resisting system 4.NAILS:COMMON WIRE NAILS.NAILING IN ACCORDANCE WITH IBC TABLE 2304.9.1. (2).The list of Special Inspectors may be submitted as a separate document,if noted so above. (3).Special Inspections as required by Section 1704.2.5 are not required where the fabricator is NO 1705.10.3 WIND RESISTANCE INSPECTIONS 5.PRESSURE TREATED WOOD:ALL NAILS INTO PT WOOD SHALL BE HOT DIPPED GALVANIZED approved in accordance with IBC Section 1704.2.5.2 1.Roof cladding PERIODIC PER ASTM At 53 OR STAINLESS STEEL.,ALL METAL CONNECTORS IN CONTACT WITH PT WOOD (4).Observe on a random basis,operations need not be delayed pending these inspections. 2.Wall cladding PERIODIC SHALL BE HOT DIPPED GALVANIZED AND MEET ASTM A653 CLASS G185(1.85 OZ OF ZINC PER SQ Perform these tasks for each welded joint,bolted connection,or steel element. FT MINIMUM)OR TYPE 304 1316 STAINLESS STEEL SIMPSON Z-MAX CONNECTORS MEET THIS (5).NOT of welds completed in an approved fabricator's shop may be performed by that fabricator NO STRUCTURAL1705.11.1 STRUCTURAL SPECI AL ACCORDANCE WITH SEISMIC 84 RESISTANCE SEEAISC 341 GENERAL NOTES REQUIREMENT.FASTENERS AND CONNECTORS USED TOGETHER SHALL BE OF THE SAME TYPE when approved by the AHJ.Refer to AISC 360,N7. INSPECTION (E.G.HOT DIPPED NAILS WITH HOT DIPPED HANGERS) LEGEND: NO 1705.11.2 STRUCTURAL WOOD SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE S.ALL LUMBER WITH A LEAST DIMENSION OF 2"(NOMINAL)SHALL BE STAMPED"SURFACE-DRY" C CONTINUOUS INSPECTION 1.Inspection of field gluing operations of elements of the seismic-force resisting system CONTINUOUS AND AND SHALL HAVE A MOISTURE CONTENT WHEN SURFACED AND WHEN INSTALLED OF NO MORE P7 PERIODIC INSPECTION PRIOR TO CONCRETE PLACEMENT 2.Inspection of nailing,bolting,anchoring and other fastening of components within the seismic- P5 THAN 19 PERCENT.LUMBER WITH A LEAST DIMENSION OF 4"(NOMINAL)OR GREATER SHALL BE P2 PERIODIC INSPECTION PRIOR TO INSTALLATION OF ELEMENT force-resisting system SPECIFICATIONS STAMPED"SURFACE-GREEN"AND AIR-PRIED TO A MOISTURE CONTENT OF NOT MORE THAN 19 P3 PERIODIC INSPECTION PRIOR TO USE ON PROJECT(ONCE ONLY) PERCENT PRIOR TO ITS USE IN FRAMING THE STRUCTURE. - P4 PERIODIC INSPECTION ATLEASTONCEADAY 1705.11.3 P5 PERIODIC INSPECTION AFTER ELEMENT IS IN PLACE NO FOR SEISMICLD-FOR COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION SPECIAL INSPECTIONS (1 7.NOTCHING AND BORING OF BEAMS AND JOISTS IS NOT ALLOWED WITHOUT PRIOR APPROVAL S VERIFY WITH SOILS ENGINEER 1.Inspection during welding operations of elements of the seismic-force-resisting system PERIODIC S 0 ----. OF THE STRUCTURAL ENGINEER OF RECORD. T MATERIAL TEST REQUIRED 2.Inspections for screw attachment,bolting,anchoring and other fastening of components within the PERIODIC seismic-force-resisting system Copyright h2 Stmclurel Engineers 2008