|
S P E C IA L I N S P E CTI O N S REQUIRED SPECIAL INSPECTIONS OF WOOD CONSTRUCTION
<br /> DRAWING LEGEND
<br /> The following Statement and Schedules of Inspections are those Special Inspections and Tests that CONTINUOUS PERIODIC SPE- REFERENCED
<br /> shall be performed for this project. Special Inspectors shall reference these plans and IBC Chapter TYPE SPECIAL IN- CIAL INSPEC- STANDARD MARK DESCRIPTION MARK DESCRIPTION
<br /> 17 for all special inspection requirements. SPECTION TION B�RTG� C�P�TAL
<br /> The owner shall retain a WABO accredited Special Inspections agency to provide special inspections 1.Shear Walls(where fastener spacing of the sheathing is 4inches [IBC Section 1705.11.1] FOOTING SYMBOL (REFER TO
<br /> for this project. Special Inspectors shall be qualified persons per IBC 1704.2.1. or less on center) [IBC Section 1705.12.2] F2.0 SPREAD FOOTING SCHEDULE) I INDICATES WIDE FLANGE COLUMN
<br /> Special inspection reports shall be provided on a weekly basis. Submit copies of all inspection re- a.a�ono�soics+��iUd��9 P�oPe�boc�om Piace S�Zes t2X a�a 3X�
<br /> ports to the Architect/Engineer and the Authority Having Jurisdiction for review. In addition to spe- a�d Piace wasner5 - X lNDICATES HOLLOW STRUCTURAL
<br /> cial inspection reports and tests, submit reports and certificates noted in IBC 1704.5 to the Authority b.Hold-downs(HD)and Continuous Rod Tie-Down Systems X P1 PILE CAP SYMBOL (REFER TO ❑ SECTION HSS COLUMN OR
<br /> (TDS)including squash blocks and anchors to concrete PILE CAP SCHEDULE� TUBE ST EL �TS� COLUMN
<br /> aving Jurisdiction. Final special inspection reports will be required by each special inspection firm -
<br /> P@�IBC 'I7O4.2.4. c.A35 and LPT shearconnectors - X TILT-UP�PRECAST CONCRETE WALL INDICATES HOLLOW STRUCTURAL
<br /> d.strap co�nectors X OA CONNECTION SYMBOL o SECTION (HSS� COLUMN OR
<br /> STATEMENT OF SPECIAL INSPECTIONS: � (REFER TO CONNECTION DETAIL) STEEL PIPE COLUMN
<br /> This statement of Special Inspections has been written with the understanding that the Building Offi- e.ao��dary ed9e Na;�;�9 X
<br /> cial will: -
<br /> W6 SHEAR WALL SYMBOL (REFER TO o 1NDICATES WOOD POST
<br /> - Review and approve the qualifications of the Special Inspectors f. Plate Nailing and Panel Edge Nailing for size and spacing - X SHEAR WALL SCHEDULE�
<br /> - Monitor the s ecial ins ection activi on the ro'ect site to assure that S ecial Ins ectors a r C f'1 I t E C t S
<br /> P P tY P 1 p p g.Blocking _ X
<br /> are qualified and performing their duty as state within this statement.
<br /> - Review all Special Inspection Reports submitted to them by the Special Inspector �1 REVISION TRIANGLE ■ INDICATES BUNDLED STUDS
<br /> - Perform inspections as required by IBC Section 110.3. MINIMUM REQUIREMENTS FOR INSPECTIONS OF STRUCTURAL STEEL CONSTRUCTION 2505 Third Avenue
<br /> Suite 324.
<br /> TILT-UP/PRECAST CONCRETE WALL Seattle, WA 98121
<br /> e ollowing Special Inspections are applicable to this project: INSPECTION TASKS QC QA REFERENCED STANDARD ❑1 PANEL NUMBER (REFER TO TILT-UP/ � INDICATES CONCRETE COLUMN
<br /> - Special Inspections for Standard Buildings (per IBC 1705.1) REQUIRED PRECAST CONCRETE WALL ELEVATIONS)
<br /> - Special Inspections for Seismic Resistance (per IBC 1705.12) REQUIRED
<br /> - Testing for Seismic Resistance (per IBC 1705.1) RE- INSPECTION TASKS PRIOR TO CMU WALL REINFORCING SYMBOL 206.720.7001 phone
<br /> O1 (REFER TO CMU WALL REINFORCING � INDICATES PRECAST 206.720.2949 fax
<br /> QUIRED WELDING SCHEDULE) CONCRETE COLUMN
<br /> 1.Welding procedure specifications(WPSs) P p AISC 360-10 TABLE N5.4-1
<br /> SPECIAL INSPECTION OF SHOP FABRICATED GRAVITY LOAD-BEARING MEMBERS AND ASSEM- a�ai�ab�e
<br /> O CONTINUITY PLATE LENGTH �_ INDICATES MOMENT FRAME wWW•craftarchitects.com
<br /> S' 2.rv�anutacturin9 certit�cations fo�we�din9 con- �REFER TO TYPICAL DETAIL� CONNECTION
<br /> Special Inspection of shop fabricated Gravity Load Bearing Members 8� Assemblies shall be veri- S�mabies a�a+iabie P P AISC 360-10 TABLE N5.4-1
<br /> fied by the Special Inspector as stated in Section 1704.2.5 3.Material identifcation(typelgrade) INDICATES DOUBLE SHEAR CONNECTION
<br /> 0 o AISC 360-10 TABLE N5.4-1 DS (REFER TO THE DOUBLE SHEAR PLATE �--- INDICATES DRAG CONNECTION N
<br /> STRUCTURAL STEEL pe►' IBC 1705.2.1 4.Welder ldentification system O O AISC 360-10 TABLE N5.4-1 CONNECTIONS DETAIL�
<br /> INDICATES NUMBER OF STUD RAIL INDICATES WOOD OR STEEL STUD �
<br /> A qualified Special Inspector of an "approved agency" providing Quality Assurance (QA) Special Inspec- 5 try��p°'9fOOVe"'e'ds�'"°'�d'"91°'�t9e°me- SR REQUIRED AT COLUMN (REFER TO ��
<br /> tions for the project shall review and confirm the Fabricator and Erector's Qualit Control QC roce- STUD RAIL DETAILS) WALL
<br /> y � � p •Joint preparation
<br /> dures for completeness and adequacy relative to AISC 360-10 Chapter N, AISC 303-10 Code of Stand- •Dimensions(alignment,rootopening,
<br /> ard Practice, AWS D1.1-2010 Structural Welding Code, and 2015 IBC code requirements for the fabrica- �ootfa�e,bevel) p o AISC 360-10 TABLE N5.4-1 ROOF/FLOOR DIAPHRAGM NAILING
<br /> tor's scope of work. •Cleanliness(condition ofsteel surfaces) 01 SYMBOL (REFER TO DIAPHRAGM � INDICATES MASONRY�CMU WALL �
<br /> .Tacking(tack welding quality and Ioca- NAILING SCHEDULE�
<br /> tion) w
<br /> •Backing type and fit(if applicable) C� STEEL COLUMN SYMBOL (REFER INDICATES CONCRETE�TILT-UP �
<br /> o QA Agency providing Special Inspections shall provide personnel meeting the minimum � ��
<br /> qualification requirements for Inspection and Nondestructive Testing NDT per AISC 360-10 6.Configuration and finish of access holes o o AISC 360-10 TABLE N5.4-1 TO STEEL COLUMN SCHEDULE) CONCRETE WALL �
<br /> SeCtI0f1 N4. 7.Fit-up fillet welds �
<br /> •Dimensions(alignment,gaps at root) p O AISC 360-10 TABLE N5.4-1 T�SLAB ELEVATION SYMBOL (T� REFERS INDICATES WOOD OR STEEL STUD �
<br /> c Verify Fabricator and Erector QC Program per AISC 360-10 Section N2. •Cleanliness(condition of steel surfaces) X•_X.� TO COMPONENT THAT THE � �
<br /> •Tacking(tack weld quality and location) ELEVATION REFERENCES� SHEAR WALL � �
<br /> c Inspection of welds and bolts by both QC and QA personnel shall be per the Schedule of 8.Check welding equipment o STUD BUBBLE (INDICATES NUMBER
<br /> Special Inspections below. All provisions of AWS D1.1-2010 Structural Welding Code for - Aisc 3so-�o TAa�E rv5.a-� � �
<br /> staticall loaded structures shall a I ■ 3 OF STUDS REQUIRED IF EXCEEDS � � INDICATES BEARING WALL BELOW O Q
<br /> Y PP Y� INSPECTION TASKS DURING NUMBER SPECIFIED IN PLAN NOTE) Q
<br /> v Nondestructive Testing (NDT) of welds: WELDING � �
<br /> INDICATES STEP IN FOOTING �
<br /> • Non-Destructive Testing (NDT) of welded�oints per AISC 360-10 N5.5 1.Use of qualified welders o o AISC 360-10 TABLE N5.4-2 -Q (REFER TO TYPICAL STEP IN � : _; : _� INDICATES EXISTING WALL �►
<br /> ■ Risk Category for determination of extent of NDT per AISC 360 N5.5b is noted in 2.Control and handling of welding consumables F O O T I N G D E TAIL)
<br /> the Desi gn Crit eri a a n d L o a ds sec tion o f t hese Genera l Requirements. •Pa�kas��s o o AISC 360-10 TABLE N5.4-2 � �
<br /> ■ NDT performed shall be documented and reports shall identify the tested weld by •Exposurecontrol � DETAILS OR SECTION CUT �1 �
<br /> iece mark and location of the iece. X/SX.X (DETAIL NUMBER/SHEET NUMBER) ��-� POST-TENSION DEAD END (PLAN) �
<br /> p P 3.No welding over cracked tack welds O O AISC 360-10 TABLE N5.4-2
<br /> ■ For field work, the NDT report shall identify the tested weld by location in the struc- a.E����o�me��ai�o�d�t�o�s
<br /> ture, piece mark and location of the piece. .Wind speed within limits o o AISC 360-10 TABLE N5.4-2 x DETAILS OR SECTION CUT IN PLAN � �
<br /> •Precipitation and temperature i' sx.x VIEW (DETAIL NUMBER�SHEET NUMBER� � POST-TENSION STRESSING END (PLAN�
<br /> o Additional Inspection tasks per AISC 360-10 Section N5.7. ` � �
<br /> 5.WPS followed � �
<br /> o Inspection for Composite Construction shall be done per AISC 360-10 Section N6. •sen��ss o�weid��s eq�+pme�� INDICATES LOCATION OF CONCRETE
<br /> •Travel speed / WALLS, SHEAR WALLS OR BRACED �,� ��OS NCHES)ON PROFILE (PLAN) �
<br /> •Selected welding materials X SX.X FRAME ELEVATIONS �
<br /> POST-INSTALLED ANCHORS TO CONCRETE AND MASONRY• shall comply with IBC Section 1703. •Shielding gastype/flowrate O O AISC 360-10 TABLE N5.4-2
<br /> Inspections shall be in accordance with the re uirements set forth in the a roved ICC Evaluation Re- •Preheatapplied SPAN INDICATOR (INDICATES EXTENTS
<br /> a PP •Interpass temperature maintained(min/ ��� OF FRAMING MEMBERS OR OTHER INTERMEDIATE STRESSING PLAN
<br /> port and as indicated by the design requirements specified on the drawings. Refer to the POST IN- max� STRUCTURAL COMPONENTS) � � � �
<br /> STALLED ANCHORS section of these notes for anchors that are the basis of the design. Special inspec- •P�ope��s�t�o��F,v,H.OH)
<br /> tor shall verify anchors are as specified in the POST INSTALLED ANCHORS section of these notes or 6.Welding techniques �
<br /> as otherwise specified on the drawings. Substitutions require approval by the SER and require substanti- •'�te�pass a"d f"ai°iea�'"9 �--� INDICATES DIRECTION OF DECK SPAN
<br /> .Each pass within profile limitations O p AISC 360-10 TABLE N5.4-2
<br /> ating calculations and current 2015 IBC recognized ICC Evaluation Services (ES) Report. Special In- .Ea�n Pass meets q�ai�ry�eq���eme��s
<br /> spector shall document in their Special Inspection Report compliance with each of the elements required
<br /> within the applicable ICC Evaluation Services (ES) Report. INSPECTION TASKS AFTER WELD-
<br /> ING ABBREVIATIONS
<br /> PREFABRICATED CONSTRUCTION: All prefabricated construction shall conform to IBC Section 1703. �.weids oiea�ed o o AISC 360-10 TABLE N5.4-3
<br /> t Ang I e FDN Foundat i on PSF Pounds per Square CONSULTANT
<br /> 2.Size,length,and locations of welds P P AISC 360-10 TABLE N5.4-3 AB An c h o r BO� t F I N F i n i s h F00 t
<br /> � �,;,,,,
<br /> ADDL Add i t i ono I FLR F I oor �''�'`'�
<br /> LES OF SPECIAL INSPECTIONS: 3.Weldsmeetvisualacceptancecriteria PS� Pounds Per Squore
<br /> •Crackprohibition ALT Alternate FRP Fiber lass Inch
<br /> •Weld/base-metal fusion 9
<br /> •Cratercrosssection ARCH Architecturol Reinforced Plastic PSL Paral lel Strand
<br /> TABLE1705.6 •Weldprofiles P P AISC360-10TABLEN5.4-3 B or BOT Bottom FTG Footing Lumber 3� `:�
<br /> •Weldsize B/ Bottom Of F/ Face of P-T Post-Tensioned p
<br /> REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS .Undercut BLDG Bu i I d i ng GA Ga e PT P
<br /> •Po�os�cy g ressure Treated
<br /> TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPEC- a.Arestrikes P P AISC 360-10 TABLE N5.4-3 BLKG B I ock i ng GALV Ga I van i zed R Rad i us
<br /> TION BMU Br i ck Masonry Un i t GEOTECH Geotechn i ca I RD Roof Dra i n www.dci-engineers.com
<br /> 5.k-area P P AISC360-10TABLEN5.4-3 BP Baseplote GL Glue Laminated REF Refer/Reference
<br /> 1.Verify materials below shallow foundations are C 1�/I L / S T R lJ C T lJ RA L
<br /> adequate to achieve the design bearing ca- - X 6.Backing removed and weld tabs removed(if BRBF B U C k I I tl R e s i s t i n g T i mb e r RE I NF R e i n f o r c i n g
<br /> pacity required) P P AISC 360-10 TABLE N5.4-3 g O
<br /> Braced Frame GWB G y p s u m W a l l B o a r d R E Q D R e q u i r e d
<br /> 2.Verify excavations are extended to proper X 7.R e p a i r a c t ivi ties P P AISC 360-10 TABLE N5.4-3 BRG Bea r i n g HDR Heode r RET R2 t a I Il I fl9 ""
<br /> depth and have reach proper material - B TWN B e t W e e n
<br /> 8.Document acceptance or rejection of welded H
<br /> F H
<br /> _ _ em-Fir
<br /> SCBF Special Concentric
<br /> 3.Perform classifcation and testing of compact- joint or member P P AISC 360 10 TABLE N5.4-3 � Ce n t e r I I Cl2 HGR Ha n g e r B r a c e d F r ome
<br /> ed fill matenals XC Com b e r -
<br /> INSPECTION TASKS PRIOR TO H D H o I d d o w n S C H E D S c h e d u I e �� � O���
<br /> 4.VenTy use of proper materials,densities and B O L T I N G CB Cas t e I I a t ed Beam HOR I Z Ho� i zon t a I SHTHG Shea t h i ng �1�',;,� „ �
<br /> l i s t t h i c kness during p lacemen t an d compac- X - C I P CO S t i n P I oc e HP H i gh Po i n t
<br /> tion of compacted fill 1.Manufacturers certifications available for S�M S I f11 I I a r �\;� �!�} %
<br /> 5.Priorto placement ofcompacted fll,inspect fastener matenals � P AISC 360-10 TABLE N5.6-1 C� Con s t r uc t i on 01" HSS = TS �HO� �OW SMF Spec i o I Momen t � .�` 444�/,W�( � J
<br /> subgrade and verify that site has been pre- - CO(1 t C O I Jo i n t � ' j'-' `'✓" �� �
<br /> X 2.Fasteners marked in accordance with ASTM S t r u c t u r a I S e c t i o n� F f OfllB ry'��-
<br /> pared properiy requirements � O AISC 360-10 TABLE N5.6-1 CJP Comp l e t e Jo i n t I BC I n t er na t i ono I Bu i I d i ng SOG S I ab on Gr ade �b ;;
<br /> Penetration Code `� -
<br /> 3.Proper fasteners selected for the joint detail SPEC S p e c i f i c a t i o n .
<br /> (grade,type,bolt length if threads are to be O O AISC 360-10 TABLE N5.6-1 CLG Ce I I i n g �� I n s i d e D i ame t e r SQ Sq u a r e ;J -; 3 9G �:'`\�
<br /> TABLE 1705.3 excludedfromshearplane) CLR C I ear I E I nver t E I evat i on SR St udra i I
<br /> REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION a.Pro erbo�tin �%� (j\\I' \�\�
<br /> p gprocedureselectedforjoint � O AISC360-10TABLEN5.6-1 CMU Concrete Masonry IF Inside Face SF Square Foot
<br /> detail Unit INT Interior SST Stainless Steel
<br /> CONTINUOUS PERIODIC SPE- REFERENCED 5.Connectin9 e�ements,including the appropri- COL Co I umrl
<br /> TYPE SPECIAL IN- CIAL INSPEC- IBC REFERENCE ate faying surface condition and hole prepara- O O AISC 360-10 TABLE N5.6-1 k K i ps STAGG S t ogge r/S t agge r ed Submittals/Revisions:
<br /> SPECTION TION
<br /> STANDARD tion,ifspecified,meetapplicablerequirements CONC Concrete KSF Kips Per Squar'e Foot STD Standard
<br /> 6.Pre-installation verification testing by installa- CONN Co n n e c t i o n LF L i n e o I F00 t ST I FF S t i f f e n e r
<br /> 1.Inspection,reinforcement,including tion personnel observed and documented for P O AISC 360-10 TABLE N5.6-1 CONST Con s t r uc t i on LL L i ve Load STL S t ee I PERMIT SUBMITTAL 08 08 18
<br /> placere-stressin tendons,andveri ACI318Ch.20,25.2, 1908.4 CONT Continuous LLH Long Leg Horizontal STRUCT StruCtural
<br /> ment. 9 � X 25.3, 26.5.1-26.6.3 fastener assemblies and methods used. 1
<br /> 7.Properstorege providedforbolts,nuts,Wasn- o o C'S I NK Coun t ers i nk LLV Long Leg Ver t i ca I SWWJ So I i d Web Wood � PERMIT CORRECTIONS 10/19/18
<br /> 2.Reinforcing bar welding: AWS D1.4 ers and other fasteners components AISC 360-10 TABLE N5.6-1
<br /> CTRD Centered LP Low Point Joist
<br /> ACI 318: 26.6.4 - INSPECTION TASKS DURING BOLT- 0 D i ame t e r LONG I T Long i t ud i na I SYM Syrrme t r i ca I 0 PERMIT CORRECTIONS 11 13 18
<br /> a.Venfyweldabilityofreinforcing X ING DB Drop Beam LSL Laminated Strond Lumber T Top - / /
<br /> barsotherthanASTMA706 - DBA Deformed Bar Anchor LVL Lominated Veneer Lumber T/ Top Of
<br /> 1.Fastener assemblies,of suitable condition, � PERMIT REVISION 01 11 19
<br /> b.Inspect single pass ftllet weld X placed in all holes and washers(if required) p / /
<br /> maximum 5/16" - are positioned as required � AISC 360-10 TABLE N5.6-2 DBL Doub l e MAS MoSon r y T8B Top & Bo t t om
<br /> DEMO Demolish MAX Maximum TC AX LD Top Chord
<br /> c. nspect a�l other welds X - 2.Joint brought to the snug-tight condition prior � � D EV D e v e I o pme n t MECH Me c h a n i c a I A x I d I L o o d
<br /> to the pre-tensioning operation AISC 360-10 TABLE N5.6-2
<br /> 3.Inspect anchors cast in concrete - X ACI 318: 17.8.2 -
<br /> D F Doug las Fir MEZZ Mezzanine TCX Top Chord Extension
<br /> 3.Fastenercomponentnottumedbythewrench � � DIAG Diagonal MFR Manufacturer TDS Tie Down System
<br /> 4.Inspect anchors post-installed in prevented from rotating AISC 360-10 TABLE N5.6-2
<br /> hardenedconcretemembers- ' D�ST Distributed MIN Minimum T&G Tongue 8� Groove
<br /> 4.Fastenersarepre-tensionedinaccordance DL Dead Lood MISC Miscel loneous THKND Thickened
<br /> a.Adhesive anchors installed in with the RCSC Specification,progressing O O
<br /> horizontally or upwardly inclined X systematically from the most rigid point toward AISC 360-10 TABLE N5.6-2 DN Down N I C NO t I n Con t r oc t THRD Th r eode d
<br /> orientations to resist sustained ACI 318: 17.8.2.4 the free edges �� �I t t 0
<br /> tensionloads NTS Not To Sca I e THRU Throu h
<br /> INSPECTION TASKS AFTER BOLT- TRANSV Transverse
<br /> D P D e p t h/Deep O C On Cen ter g
<br /> b.Mechanicalanchorsandadhe- X A C I 3 1 8: 17.8.2 I N G DWG Drawing OCBF Ordinary Concentric TYP Typical
<br /> sive anchors not defined in 4.a �
<br /> ACI 318: Ch. 19, 1904.1, 1904.2, 1908.2, � Document acceptance or rejection of bolted �E� E x i s t i n g B r a c e d F r ame UBC U n i f o rm B u i I d i n g Sheet Title: S T R U C T U R A L
<br /> 5.Verify use of required design mix - X connections P P AISC 360-10 TABLE N5.6-3 EA Each �� Ou t s i de D i ame t e r Code
<br /> 26.4.3,26.4.4 1908.3
<br /> O-Observe these items on a random basis.Operations need not be dela yed pendin g these ins pe c t i o n s EF E a c h F a c e OF 0 U t S I d e F a c e UN� U n I e s s No t e d S P E C I A L I N S T R U C T I 0 N S
<br /> 6.Prior to concrete placement,fabricate P-Pertorm these tasks for each welded joint or member,each bolted connection,or each steel element E L E I e v a t i o n OPNG 0 e n i n
<br /> specimens,for strength tests,perform ASTM C172 p g 0 t h e r w i s e
<br /> slump and air content tests,and X - ASTM C31 1908.10 E LEC E I e c t r i c o I p P URM Un r e i n f o r c e d
<br /> OPP 0 osite
<br /> eterminethetem peratur e of t h e ACI318:26.12 ELEV Elevotor OWSJ 0 en Web Steel Joist
<br /> concrete p Masonry Unit Date: 10/19/18
<br /> EMBED Embedment OWWJ Open Web Wood Joist VERT Vertical
<br /> Inspect concrete placement for proper X 1908.6, 1908.7, 1908.8 EQ E q u a I e P I a t e W W i d e
<br /> application techniques ACI 318:26.5 Design�
<br /> EQUIP Equipment PAF Powder Actuated Fastener W/ With ' �S
<br /> erify maintenance of specified curing ACI 318:26.5.3- EW E a c h Wa y PC P r e c o s t W�0 W i t h 0 U t
<br /> tempereture and techniques - X 26.5.5 1908.9 EXP E X 0 tl S I OIl
<br /> 3 9. Inspectformworkforshape,location p PERP Per end i cu f ar WHS We I d e d H e a d e d S t u d Orawn: P R
<br /> P
<br /> E X P J T Expansion Joint PLWD Plywood WP Working Point
<br /> and dimensions of th e c o n c r e t e X A C I 3 1 8:2 6.1 1.1.2(b) EXT E x t e r i o r
<br /> `" memberbeingformed PP Par t i a l Penet rat i on WWF We I ded Wi re Fabr i c PI'0'ect No: _
<br /> � F D F l o o r D r a i n P R E F A B P r e f a b rica te d f P lus or Minus � 1 8 0 1 1 0 1 6 2
<br /> N
<br /> �
<br /> O
<br /> � � Approved: GG
<br /> o Building No:
<br /> 0
<br /> N
<br /> m
<br /> �� �=��- Sheet No: S I . 2
<br /> o ; :�� �_ ,. ���.
<br /> o �t�,�-� �-
<br /> COPYRIGHT CRAFT ARCHITECTS 2018
<br />
|