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COPYRIGHT NOTICE
<br /> DRAWINGLEGEND THIS DOCUMENT AND THE INFORMATION
<br /> SPECIAL INSPECTIONS REQUIRED SPECIAL. INSPECTIONS OF WOOD CONSTRUCTION HERON RELATING TO THE PROJECT ARE
<br /> AN INSTRUMENT OF SERVICE AND THE
<br /> CONTINUOUS PERIODIC SPE- COPYRIGHTED PROPERTY OF BOTESCH,
<br /> TYPE SPECIAL IN CIAL INSPEC- REFERENCED MARK DESCRIPTION MARK DESCRIPTION NASH AND HALL ARCHITECTS, P.S. NO
<br /> The following Statement and Schedules of Inspections are those Special Inspections and Tests that shall SPECTION TION STANDARD DUPLICATED, DSTRIBUTPART HEREOF SHALLBDCS DICLLOSED OR
<br /> be performed for this project. Special inspectors shall reference these plans and IBC Chapter 17 for all FOOTING SYMBOL (REFER TO MADE AVAILABLE TO OTHERS OR USED TO
<br /> 1 41tE t Lunrl\La oft±tasIRnet spacing of IM shnathtng is 4tnch- f8C Section 1705.1 1.1 F2.0 C� INDICATES DIRECTION OF DECK SPAN ANY EXTENT WHATSOEVER, EXCEPT AS
<br /> special inspection requirements. es or less on center) IBC Section 170.5.12.2 SPREAD FOOTING SCHEDULE) EXPRESSLY AUTHORIZED IN WRITING BY
<br /> The owner shall retain a WABO accredited Special Inspections agency to provide special inspections for BOTESCH, NASH AND HALL ARCHITECTS,
<br /> a.Anchor Bons including proper bottom plate sizes(2x and P.S.
<br /> this project. Special Inspectors shall be qualified persons per IBC 1704.2.1. 3x)and plate washers - x PILE CAP SYMBOL (REFER TO
<br /> Special inspection reports shall be provided on a weekly basis. Submit copies of all inspection reports to ( P1) I INDICATES WIDE FLANGE COLUMN
<br /> the Architect/Engineer and the Authority Having Jurisdiction for review. In addition to special inspection Hold-downs t"eland Continuous RodTie-Down Systems PILE CAP SCHEDULE) a:
<br /> T€JSt including squash blocks and anchors,to cortc.rete w
<br /> reports and tests, submit reports and certificates noted in IBC 1704.5 to the Authority Having Jurisdiction. r TILT-UP/PRECAST CONCRETE WALL INDICATES HOLLOW STRUCTURAL Q i c.A35 and LPT shear connectors a, k o
<br /> Final special inspection reports will be required by each special inspection firm per IBC 1704.2.4. O CONNECTION SYMBOL 0 SECTION (HSS) COLUMN OR
<br /> d.Strap Connectors - k
<br /> STATEMENT OF SPECIAL INSPECTIONS: (REFER TO CONNECTION DETAIL) TUBE STEEL (TS) COLUMN
<br /> This statement of Special Inspections has been written with the understandingthat the BuildingOfficial `.EEo&'d'�`r t`" ""'f"' X INDICATES HOLLOW STRUCTURAL
<br /> p p SHEAR WALL SYMBOL (REFER TO
<br /> will; date N.aitinq and Panel Edge flailing fw size and spoil=vd h W6> SHEAR WALL SCHEDULE) o SECTION (HSS) COLUMN OR
<br /> Review and approve the qualifications of the Special Inspectors STEEL PIPE COLUMN
<br /> Monitor the special inspection activity on the project site to assure that Special Inspectors are g'. ,docking X o
<br /> qualified and performing their duty as state within this statement. 2 Blocked and Unblocked Diaphragms(where fastener spaul tg of IBC Section 1705.11.1 ,1 REVISION TRIANGLE D INDICATES WOOD POST eD
<br /> - Review all Special Inspection Reports submitted to them by the Special Inspector the sheathings 4 inches or loss on center) iBC Section 1705,12,2 1
<br /> Perform inspections as required by IBC Section 110.3. a.Blocking and strap connections - X TILT-UP/PRECAST CONCRETE WALL t`.'
<br /> 1 PANEL NUMBER (REFER TO TILT-UP/ ■ INDICATES BUNDLED STUDS
<br /> The following Special Inspections are applicable to this project: b.Boundary edge and panel shear nailing sire and spacing _ ,x PRECAST CONCRETE WALL ELEVATIONS)
<br /> - Special Inspections for Standard Buildings (per IBC 1705.1) REQUIRED CMU WALL REINFORCING SYMBOL
<br /> J Reci tru4c'hurricane,clips' i(
<br /> - Special Inspections for Seismic Resistance (per IBC 1705.12) REQUIRED
<br /> - Testing for Seismic Resistance (per IBC 1705.13) REQUIRED O (REFER TO CMU WALL REINFORCING INDICATES CONCRETE COLUMN
<br /> -- Special Inspections for Wind Resistance (per IBC 1705.11) REQUIRED MINIMUM REQUIREMENTS FOR INSPECTIONS OF STRUCTURAL STEEL CONSTRUCTION SCHEDULE)
<br /> 8„ CONTINUITY PLATE LENGTH INDICATES PRECAST
<br /> `,E
<br /> SPECIAL INSPECTION OF SHOP FABRICATED GRAVITY LOAD•BEARING MEMBERS AND ASSEMBLIES: INSPECTION TASKS QC QA REFERENCED STANDARD (REFER TO TYPICAL DETAIL) CONCRETE COLUMN .
<br /> Special Inspection of shop fabricated Gravity Load Bearing Members & Assemblies shall be verified by INDICATES DOUBLE SHEAR CONNECTION
<br /> the Special Inspector as stated in Section 1704.2.5 INSPECTION TASKS PRIOR TO <DS> (REFER TO THE DOUBLE SHEAR PLATE 10- INDICATES MOMENT FRAME
<br /> WELDING CONNECTION
<br /> CONNECTIONS DETAIL) ala
<br /> STRUCTURAL STEEL per IBC 1705<2.1 t 1z11trig mrocesa.r.,.specifications(14PSst P P AISC 360-10 TABLE N5,4-1 INDICATES NUMBER OF STUD RAIL = N
<br /> "``iab1e SR REQUIRED AT COLUMN (REFER TO ••- INDICATES DRAG CONNECTION
<br /> A qualified Special Inspector- of an "approved agency„ providing Quality Assurance (QA) Special Inspections t C”
<br /> 2 Manufacturing certifications for welding P AISC 361110 TA6t.E N5,4-1 STUD RAIL DETAILS)
<br /> for the project shall review and confirm the Fabricator and Erectors Quality Control (QC) procedures for coma consumables available Q N
<br /> pleteness and adequacy relative to AISC 360-10 Chapter N, AISC 303-10 Code of Standard Practice, AWS ROOF/FLOOR DIAPHRAGM NAILING N N
<br /> s.Material identification itive,=grade; i INDICATES WOOD OR STEEL STUD
<br /> D1,1-201t0 Structural Welding Code. and 2015 IBC code requirements for the fabricator's scope of work. n 0 Also,360-10 TABLE N5.4-1 01 SYMBOL (REFER TO DIAPHRAGM $ WALL "'
<br /> NAILING SCHEDULE) Z
<br /> 4 welder identification system 0 0 AISC 360-10 TABLE N5.4.1 w L x
<br /> QA Agency providing Special Inspections shall provide personnel meeting the minimum qualifica c)
<br /> C1 STEEL COLUMN SYMBOL (REFER it ir INDICATES MASONRY/CMU WALL
<br /> 5.Fit-up of gaoaue Cedes Occluding}°tot georlt- ///// � L_
<br /> lion requirements for Inspection and Nondestructive Testing NIT per AISC 360-10 Section N4. Bassi TO STEEL COLUMN SCHEDULE) V •.Joint preparation Qi •
<br /> Verify Fabricator and Erector QC Program per AISC 360-10 Section N2. .Dimensions(alignment,relit opening, T SLAB ELEVATION SYMBOL (T/ REFERS _ • o co
<br /> Toot face,bevel' �� AISC 36[l iq TABLE N5 4 1 INDICATES CONCRETE/TILT UP ,�,,
<br /> Inspection of welds and bolts byboth QC and QA personnel shall be per the Schedule of Special •cleanliness(condition of steel surfs - , „ TO COMPONENT THAT THE 2
<br /> X -X CONCRETE WALL V o
<br /> Inspections below. All provisions of AWS 01.1-2010 Structural Welding Code for statically loaded e5I ELEVATION REFERENCES) O "J I
<br /> structures shall apply, r Talking(tack welding quality and am .itt
<br /> STUD BUBBLE (INDICATES NUMBER Lc)
<br /> •Bacxing type and Ft(If applicafrle INDICATES WOOD OR STEEL STUD -cN
<br /> Nondestructive Testing (NDT)of welds: 0 ® OF STUDS REQUIRED IF EXCEEDS e,
<br /> SHEAR WALL >
<br /> ■ Non-Destructive Testing(NDT)of welded joints per AISC 360-10 N5,5 ti Confi;u,ati,tn any t.ritsti of a«eS$' lr� 0 0 AISC 360-10 TABLE N5.4-1 NUMBER SPECIFIED IN PLAN NOTE) Q N
<br /> • Risk Category for determination of extent of NDT per AISC 360 N5.5b is noted in the De- i =a-up lllet welds INDICATES STEP IN FOOTING m
<br /> sign Criteria and Loads section of these General Requirements. •Dimensions(alignment,gaps at root; © (REFER TO TYPICAL STEP IN ---- . INDICATES BEARING WALL BELOW = 0 =
<br /> NDTperformed shall be documented and reports shall identify tested weld piece •Cleanliness(condition of steal surfac- 0 0 AISC 360-10 TABLE N5A-.1 FOOTING DETAIL) o -
<br /> P Y byes) r` is
<br /> mark and location of the piece. .Tacking(tack weld quality and Iota- CV ad
<br /> • For field work, the NDT report shall identify the tested weld by location in the structure, tien; IDETAILS OR SECTION CUT INDICATES EXISTING WALL "'
<br /> pfeGe mark and location of the piece, K Check welding equipment: C? - AISC 360.10 TABLE N5.4..1
<br /> X/SX.X (DETAIL NUMBER/SHEET NUMBER)
<br /> Additional Inspection tasks per AiSC 360-10 Section N5.7. INSPECTION TASKS DURING © DETAILS OR SECTION CUT IN PLAN {{����
<br /> Inspection for Composite Construction shall be done per AISC 3Ei0 10 Section N6. WELDING k„, ® VIEW (DETAIL NUMBER/SHEET NUMBER) I' POST-TENSION DEAD END (PLAN)
<br /> 1,Use fat qualiticd welders 0 0 AISC 360-10 TABLE N s.4-z INDICATES LOCATION OF CONCRETE
<br /> POST-INSTALLED ANCHORS TO CONCRETE AND MASONRY: shall comply +.vith IBC Section 1 703. In- 2,Control and handling of westing runsurna-
<br /> 1 Y teems WALLS, SHEAR WALLS OR BRACED --I--- POST-TENSION STRESSING END (PLAN)
<br /> prequirementsapprovedReport .Packaging X SX.X FRAME ELEVATIONS
<br /> s eciiorls shall be in accordance with the set forth in the ICC Evaluation and as 0 AISC sf;010 TABLE N5.4-.2.
<br /> indicated by the design requirements specified on the drawings. Refer to the POST INSTALLED ANCHORS .expos re control
<br /> section of these notes for anchors that are the basis of the design. Special inspector shall verify anchors are as 5 STRUCTURAL EXTENT SYMBOL 3 POST-TENSION PROFILE (PLAN)
<br /> 3 No w*Ictling over(tracked a.. „ells. 0 0 AISC 360-10 TABLE N5.4 e
<br /> specified in the POST INSTALLED ANCHORS section of these notes or as otherwise specified on the draw- SINGLE ARROW - END OF EXTENT t''-I (IN INCHES)
<br /> inns. Substitutions require approval by the SER and require substantiating calculations and current 2015 iBC 4 Environmental conditions ...--e-- DOUBLE ARROW - CONTINUOUS
<br /> .Wind speed within limits t,) 0 AISC 360-10 TABLE N5,4.2
<br /> recognized ICC Evaluation Services (ES) Report. Special Inspector shall document in their Special Inspection .Precipitation and temperature EXTENT ALONG THE ELEMENT LINE rl INTERMEDIATE STRESSING (PLAN)
<br /> Report compliance with each of the elements required within the applicable ICC Evaluation Services (ES) Re- UNTIL THE ELEMENT IS INTERRUPTED
<br /> S,11'PS followed
<br /> '
<br /> Poi' *Settings on welding equipment
<br /> *Travel speed
<br /> PREFABRICATED CONSTRUCTION All prefabricated construction shall conform to IBC Section 1703. .Sefected welding materials ABBREVIATIONS CA
<br /> .Shielding gas typeftowrate 0 0 AISC 360-10 TABLE N5.4-2
<br /> CC
<br /> •Preheat applied
<br /> •mfae%spars temperature maintained lotto°` L Angle FIN Finish PSI Pounds Per Square
<br /> SCHEDULES OF SPECIAL INSPECTIONS:
<br /> •Proper position(F".V.ht Oft) AB Anchor Bo I t FLR F I oor Inch
<br /> ADDL Additional FRP Fiberglass PSL Parallel Strand
<br /> e Welding techniques«4nt ADH Adhesive Reinforced Plastic Lumber Z
<br /> tirs ass and final meaning
<br /> TABLE 1705.6 ach pass within profile limitations C AISC 350•.1 1 TABLE N5.4-2
<br /> REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS •Each pass meets quahtyrequirements ALT AI ternate FRT Fire Retardant Treated P-T Post-TensionedDJ CO
<br /> ARCH Architectural FTG Footing PT Pressure Treated CU N
<br /> INSPECTION TASKS B or BOT Bottom F/ Face of R Radius
<br /> PERIODIC
<br /> SPECIALTI INSPEC IV Bottom Of GA Gage RD Roof Drain
<br /> TYPE CONTINUOUS SPECIAL INSPECTION I'Nia
<br /> ON
<br /> 1 Welds c caned 0 0 AISC:360-10 TABLE N6.4-3 BLDG Building GALV Galvanized REF Refer/Reference •
<br /> 'trigdequate t B ear e shallow estpndatl`'ns BLKG Blocking GEOTECH Geotechn i ca l RE I NF Reinforcing C9 W are adequatetoac.hieve the designbearing • X 2.sue,length, e_and f . .n P 5 PAISC 360-10 TABLE
<br /> opacityBMU Brick Masonry Unit GL Glue Laminated READ Required
<br /> 3.w`eids meet visual acceptance intone BP Base I a t Timber r rife paid aii On',are extend ed to exoper .ti .0 rat*prohibition P e RET Retaining
<br /> depth and have e,cnproperr�atera, BRBF Buckling Restrained GWB Gypsum Wall Board SCBF Special Concentric
<br /> .tVeldfbase-metal tuswn
<br /> 3.Perform c a sift cation and testing of(o-' *Crater cross section
<br /> paciedirlimz+ttnal5 •vv`eldiN?fi1eS AIS`C360-10 TABLE N5.4-3 Braced Frame HDR Header Braced Frame =
<br /> ,weldsize P BRG Bearing HF Hem-Fir SCHED Schedule �'
<br /> 4.Verify use of proper materials,densities and .Undercut BTWN Between HGR Hanger
<br /> list thickness during placement and compae:- X S E R Structural Engineer
<br /> •roros,iY
<br /> tionofcompactedfilt Centerline HD Hold-down of Record < N
<br /> 5.Poor to placement of compacted fill.inspect1 Arc strikes P P AISC 360-10 TABLE N5 4-3 C Camber HOR I Z Horizontal S FR S Seismic Force- W
<br /> subgrade and verify that site has been pre- X CB Castellated Beam HP High Point Resisting System
<br /> pared property k a'e 3 P P AISC 360-10 TABLE N5 4-3is CC
<br /> C BORE Counterbore HSS = TS (Hollow SHTHG Sheathing •
<br /> a Sacking remover and weld tubs removed Of
<br /> P P AISC CIP Cast in Place Structural Section) SIM Similar
<br /> required( CJ Construction or IBC International Building SLBB Short Leg 47) CO
<br /> TABLE 1705.3 ' Repair activities P P AISC 360-10 TABLE N5,4-3 Control Joint Code Back-to-Back W
<br /> REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION B.Document acceptance et rejection of welded f, B AISC:360-10 TABLE Ns 4-3 CJP Complete Joint ID Inside Diameter SMF Special Moment
<br /> ioint or member
<br /> Penetration IE Invert Elevation Frame
<br /> CONTINUOUS PERIODIC SPE- INSPECTION TASKS PRIOR TO CLG Ce i I i ng IF Inside .Face SOG Slab on Grade
<br /> REFERENCED IBC BOLTING TYPE SPECIAL IN- CIALINSPEC CLR Clear INT Interior SP Southern Pine
<br /> SPECTION TION STANDARD REFERENCE
<br /> 1 Manufacturers certifications avaiiabietot CLT Cross-Laminated k Kips SPEC Specification
<br /> fastevnermatenats P Ai4C36010TAt3Ll N56m1 Timber KSF Kips Per Square Foot SQ Square
<br /> 1.inspect reinforcement and verify A l31z3C1,2t 25.2, CMU Concrete MasonryLF Lineal Foot SR Studrai I
<br /> X 19t:8 4 2 Fasteners marks rn,'i ry dance with ASTM
<br /> pracer,ent. _ 25.3 2b E�.'4,-'.?b ti>:� C) 0 AISC 3Ei+J-1C1 TABLE N5.i-1
<br /> requirements Unit LL Live Load SF Square Foot
<br /> 2 Inspect anchors cast Inconcrete - X ACf 318 17.8.2 - 3 Proper fasteners seler.tedforthejointdetai COL Column LLBB Long Leg Back-to-Back SST Stainless Steel
<br /> 3,Inspectanchorspost-instal1edin a^afle type,bolt f r AISC36L7-tr7TALLEN5,6I CONC Concrete LLH Long Leg Horizontal STAGG Stagger/Staggered
<br /> hardened concrete members: excluded from s ear p one)
<br /> a..Rdhssiveaneharsii,staHedire a Propertoilingp,dedureselectedforJoint CONN Connection LLV Long Leg Vertical STD Standard
<br /> detail 0 c AISC360-10TABLEN5.6-1 CONST Construction LP Low Point STIFF Stiffener
<br /> horizontally or upwardly in- Acl 516:17.f32.4
<br /> dined orientations to resist CONT Continuous LONGIT Longitudinal STL Steel
<br /> y aefayinntteler props C'SINK Countersink LSL Laminated Strand Lumber STRUCT Structural JOB NUMBER
<br /> sustained tension loads ate rie.t. surface�t=u,l.,;r; li ci liule preps
<br /> -
<br /> b.Mechanical anchors and adtti., ration,rf spacsndd,;neat applicable require- `) 0 AISC 360-10 TABLE N5.6-1
<br /> site en;ttors.not definers in 3,a L:f 31 F3: 17 Et.2 mes'>ts`
<br /> CTRD Centered LVL Laminated Veneer Lumber SWWJ Solid Web Woody-QQ�S
<br /> 0 Diameter MAS Masonry Joist
<br /> ACI 318' Oh 19, 1904.1, 1904,2, 1908.2, a Pre-installation ven`f,caton testing by instalia- DATE
<br /> 4.verify use of required design mix X eon e personnel observed and documented for f' 0 AISC 360-10 TABLE N5.6-1 DB Drop Beam MAX Maximum SYM Symmetrical t r i ca
<br /> 6 4,:3.26.4.4 1908 3 hIias and methods tlse,^:_ 1/ p
<br /> DBA Deformed Bar Anchor MECH Mechanical T Top
<br /> Poor to concrete placementlabri- 7 ��, ;roved f°ro�it4.nuts DBL Double MEZZ Mezzanine T/ Top Of DRAWN BY
<br /> cafe sperrmens for strength tests, AST�t C172 Washer' ant.Other fasts-ter.c.otnfeoneot 0 0 alsc 36©-10 TABLE N5.6 1 DEMO Demo I i sh MFR Manufacturer TB&B Top & Bot tom DA
<br /> perform Slump and air content tests, n ASThil C31 1908.10
<br /> and determine the temperature of' ACI 318:26.12 INSPECTION TASKS DURING BOLT r- r, , �---- t n�---� DEV Development MIN Minimum TC AX LD Top Chord
<br /> the concrete 'f„ ±r ��
<br /> lNG i'� I ,t � � i_� 7 r+\, CHECKED BY
<br /> t 1 �� ;;i-.,j I t.�' DF Douglas Fir M I SC Miscellaneous Axial Load CND
<br /> C, en scot on el ci r I 4 1
<br /> x 1908,6, 1908.7, 1908,8 1 aastenerasseniblies ofsutabrc,conui..�>r. DIAG Diagonal NIC Not In Contract TCX Top Chord Extension
<br /> proper out+llcation le`nwq;'es AC1 318:26.5 placed in all holes and washers(if requrredi C1 0 11-‘ D I ST Distributed NLT Nail-Laminated TDS Tie Down System
<br /> are sitlonoci as required AISC.36L7-1 S)TABLE NS,ti-'2 MAY
<br /> 7 Verify'maintenance of specified rtC131Q 26, .3 I 1 I L 9 2019 -1 DL Dead Load Timber T&G Tongue & Groove SHEET TITLE
<br /> curing Imnperature and technique' X _,.5,5
<br /> 1908,9
<br /> 2 Jont brought to the snug-tide snug-tidte`,"'.'t'`."prior 0 t AISC 360-10 TABLE N5.6-2 DN Down NTS Not To Scale THKND Thickened
<br /> tothpre-tensioningoperacco CITY OF EVERETT DO Ditto OC On Center THRD Threaded
<br /> 3 esrener component not fumed bythe Cl0 AISC Permit Services DP Depth/Deep OCBF Ordinary Concentric THRU Through $T CTL j_
<br /> wrenehprev'vntedfromrvtatirtg DWG Drawing Braced Frame TRANSV Transverse
<br /> ththeR4 Fasteners arepSpecifiationinogrersince (E) Existing OD Outside Diameter TYP Typical
<br /> SPECIAL
<br /> with the RCSG Specification,progressing C) L` AISC 360-'10 TABLE N5,6-2
<br /> systematicailyfromtheniostrigidpotnt EA Each OF Outside Face UBC Uniform Building INSPECTIONS
<br /> toward the free edges
<br /> EF Each Face OPNG Opening Code
<br /> INSPECTION TASKS AFTER BOLT- EL Elevation OPP Opposite UNO Unless Noted
<br /> ING ELEC Electrical OWSJ Open Web Steel Joist Otherwise
<br /> 1.Docurre tatceptanceorreiecboriofbolte<t ELEV Elevator OWWJ Open Web Wood Joist URM Unreinforced
<br /> 'ooncctronc P P AISC 36010 ;ABLE Ns:s 3 EMBED Embedment e Plate Masonry Unit SHEET NUMBER
<br /> 0-Observe Ihese'items on a random basis,Operations need not be delayed pending these inspedt,o ns EQ Equal PAF Powder Actuated Fastener VERT Vertical
<br /> P-Perform these tasks for each welded joint or reiember,each boiled conoecl on„or each steel element EQUIP Equipment PC Precast W Wide
<br /> EW Each Way PERP Perpendicular W/ With
<br /> EXP Expansion PLWD Plywood W/O Without •
<br /> EXP JT Expansion Joint PJP Partial Joint Penetration WHS Welded Headed Stud
<br /> 3
<br /> EXT Exterior PREFAB Prefabricated WP Working Point
<br /> FD Floor Drain PSF Pounds per Square WWF Welded Wire Fabric
<br /> FDN Foundation Foot ± Plus or Minus
<br />
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