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<br /> STRUCTURAL STEEL NOTES CONCRETE SPECIAL INSPECTION PLAN SCHEDULE OF DRAWINGS
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<br /> REFERENCE STANDARDS: CONCRETE REQUIREMENTS: GENERAL: DATE ISSUED -
<br /> STEEL CONSTRUCTION SHALL CONFORM TO THE AISC "SPECIFICATION LOCATION STRENGTH MAX WIC RATIO SPECIAL INSPECTION BY A QUALIFIED INSPECTOR IS REQUIRED IN ACCORDANCE
<br /> FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEELFOOTINGS & 3000PSI @ 28DAYS 0,55 WITH THE 2006 IEC, SHEET DESCRIPTION o
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<br /> FOR BUILDINGS", AND THE AISC "CODEOF STANDARD PRACTICE FOR rn
<br /> �� FLR DECK FILL QUALIFICATION: `�
<br /> STEEL BUILDINGS AND BRIDGES.
<br /> AIR CONTENT: CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 5N THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALLf.5 cc
<br /> MATERIALS: +/-1X ENTRAINED AIR, DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL. S1 GENERAL & STRUCTURAL NOTES 0
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<br /> a. STRUCTURAL STEEL W SHAPES SHALL CONFORM TO ASTM MIX DESIGN: SHALL BE BASED ON FIELD EXPERIENCE OR TRIAL REQUIRED VERIFICATION & INSPECTION: S2 FOUNDATION / DEMOLITION PLANtua
<br /> A992 FY = 5OKSIMIXTURES IN CONFORMANCE WITH THE SPECIFICATIONS, THE SPECIAL INSPECTOR SHALL PERFORM THE VERIFICATIONS & INSPECTIONS S3 SECONF FLOOR FRAMING DEMOLITION PLAN
<br /> b. STRUCTURAL STEEL M, S, HP, CHANNELS AND ANGLES SHALL MATERIAL REQUIREMENTS: NOTED IN THE SCHEDULE BELOW 54 STRUCTURAL DETAILS
<br /> CONFORM TO ASTM A36 UNO.
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<br /> c. STRUCTURAL STEEL FLAT PLATES INCLUDING CAP PLATES, CEMENT: ASTM C150. ADMIXTURES; ACI 301. S5 STRUCTURAL DETAILS
<br /> BASE PLATES & CONNECTION PLATES SHALL CONFORM TO AGGREGATES: ASTM C33. WATER: ASTM C94. VERIFICATION & INSPECTION SCHEDULE
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<br /> ASTM A36. PLACING REQUIREMENTS: t' -
<br /> d. STRUCTURAL TUBING: CONFORM TO ASTM A500, GRADE B. PLACING:
<br /> e. BOLTS: CONFORM TO ASTM A325N & INSTALLED SNUG PLACE CONCRETE AS NEARLY AS PRACTICABLE TO ITS FINAL TYPES OF WORK FREQ. REFERENCES ABBREVIATIONS U _
<br /> TIGHT. POSITION TO AVOID SEGREGATION. THE FREE UNCONFINED FALL OF & STANDARDS ®, f
<br /> >�.?� �-w.v,..���v.L,s:,5'�.a-w..�a't,�, s...3a.,�r .Y -is-^ir�+n�,-:-�_ zr:t'�'.r`��.-�;i�`-�'`�^s"�'�F'k> "�z."s�wiu`•�`k3-:�.��'T'�'s,��c a?>`z,.a.-xy��LL�1 :
<br /> GRADE 36 OR THE CONCRETE SHALL NOT
<br /> EXCEED 5 FEET, K. :: �; w y {, 3 , 0 �: ' ��. .ase • fig ,: r
<br /> f, ANCHOR BOLTS: CONFORM TO ASTM F1554, s ��' '�_���'� �;. �1���.�£;���.,� � � ;{,;�:�. ::��,�_�f �=�.�z;��:�`,��4;7�,����W����¢3���.„�����,_ �w��: . -
<br /> A36. @ AT JST. JOIST t3 z
<br /> DEBRIS: REINFORCING STEEL, PLACEMENT, P ACI 318: 3-5, 7.1-7.7 A.B. ANCHOR BOLT JT. JOINTZ''''' a 4
<br /> WELDING:
<br /> REMOVE ALL DEBRIS FROM FORMS PRIOR TO PLACING CONCRETE, IBC 1903.5, 1907.1, ALT. ALTERNATE �” 'L3
<br /> CONFORM TO AWS 01.1 "STRUCTRUAL WELDING CODE - STEEL". CONSOLIDATION: 1907.7, 1914.4 APPROX. APPROXIMATELY K. KIP (1,000 LBS)
<br /> SHALL BE CERTIFIED IN ACCORDANCE WITH WABOK/F, K/I KIPS PER FOOT J
<br /> WELDERS H CONCRETE BY SUITABLE MEANS. THOROUGHLY WORK ARCH. ARCHITECTURAL ; E
<br /> REQUIREMENTS. USE E70 ELECTRODES OF TYPE REQUIRED FOR CONSOLIDATE PLACEMENT OF ANCHORS & EMBEDS IN CONCRETE C IBC 1912,5
<br /> MATERIALS TO BE WELDED, CONCRETE AROUND EMBEDDED ITEMS AND INTO CORNERS OF FORMS, BLDG. BUILDING L. LONG ,��, a v
<br /> USE OF REQUIRED DESIGN MIX. P ACI 318, CH ELKS. BLOCKINGCI ' W z
<br /> FABRICATION: CURING REQUIREMENTS: 4.5-5.4 IBC 1904, MAX. MATERIALIMUMz .r
<br /> 1905.2-1945.41914,2 BM BEAM MAX, MAXIMUM M w z°'
<br /> FABRICATE STEEL IN THE SHOP OF A FABRICATOR LICENSED BY THE • CURING: 1905,2-1905.4,1914,2, B. BOTTOM
<br /> 1914.3 MIN, MINIMUM ® W o w 3
<br /> APPROPRIATE GOVERNMENT AGENCY. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A ERG BEARING MISC. MISCELLANEOUS z a 3
<br /> SUITABLE PERIOD OF TIME AFTER PLACEMENT. PLACEMENT OF CONCRETE C ACI 318: 5.6,5.8 MBM METAL BUILDING MANUFACTURER .. "'
<br /> SHOP PAINTING: ASTM CM2 C31 C.J. CONSTRUCTION JOINT ; - 1
<br /> STEEL CONCEALED BY BUILDING FINISH OR IN CONTACT WITH WEATHER CONDITIONS: IBC 1905 6,1914,10 CL, CENTERLINE (NI NEW • • T.
<br /> _..,n �;:; 4 ,� :. .., <7. .�=}.t.g CEILING NO:, # NUMBER .:. o r
<br /> CONCRETE NEED NOT BE PAINTED, ALL OTHER STEEL SHL PRECAUTIONS SHALL BE TAKEN DURING HOT AND COLD w�. _ � .>k ., :. � t MI 4�n. =f _ _ o
<br /> ADEQUATE ?�'���.r��-,�.,��... s��....����,.. .....��..,,������x�:�u��:r�a�:.�:�_.�.r��.,h.�.����..�bN�.£..._.����,�.�.����.�rt�.��:.; �...t�t.tz CLR, CLEAR N S NORTH SOUTH
<br /> GIVEN ONE COAT OF SHOP PAINT, IN ACCORDANCE WITH SECTION 1,24 WEATHER IN ACCORDANCE WITH THE SPECIFICATIONS. � � Jrf° =D. � �
<br /> OF THE AISC "CODE", UNLESS NOTED OTHERWISE. ADHESIVE ANCHOR INST. C COL, COLUMN N,T,S. NOT TO SCALE
<br /> EXPANSION BOLT INST. P CONS, CONCRETE 0/C ON CENTER
<br /> CONST. CONSTRUCTION
<br /> a :,., �:; .:: a F � � �ar���. yz;<r�'s _ ��< �_ < ;� O.F. OUTSIDE FACE 114 `�,K.:
<br /> ;T T>t .�x yA 3; f,; `rig p g. ;. 3 §z� , y,, CONT. CONTINUOUS ;��E 0
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<br /> OPNG. @. •v�Asy y'�
<br /> CONCRETE MASONRY BOLTS, NUTS & WASHERS IDENTIFICATION MARKINGS P AISC ASD SEC. DBL. DOUBLE �`v�� �,
<br /> A3.4, AISC LRFD DIA. DIAMETER
<br /> PERP, PERPENDICULAR y r+ :,
<br /> MATERIAL REQUIREMENTS: SEC. A3,3 DIAG, DIAGONAL PLYWD. PLYWOOD
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<br /> DIM. DIMENSION
<br /> P.S.F. POUNDS PER SQUARE FOOT 1•�� 2o7�t ,��► 'c►
<br /> MASONRY UNITS: BOLT INSTALLATION P AISC LRDF SEC. DN. DOWN P,S. POUNDS PER SQUARE INCH �F �r�RAL E�°�Q� ,
<br /> METAL DECKING CONFORM TO ASTM C90, GRADE N-1 MEDIUM WEIGHT CONCRETE UNITS. M2.5,IBC 1704,3.3 DWG(S), DRAWING(S) '�s�o ��,
<br /> MINIMUM COMPRESSIVE STRENGTH SHALL BE 1000 PSI ON THE GROSS REF, REFERENCE ` i NAL
<br /> STANDARDS: AREA AND 1900 PSI ON THE NET AREA. STRUCT STEEL MATERIAL & IDENTIFICATION P ASTM A6 OR EA. EACH REINF. REINFORCED)/REINFORCING
<br /> DECK DESIGN AND CONSTRUCTION SHALL CONFORM TO THE E.B. EXPANSION BOLT
<br /> FOLLOWING STEEL DECK INSTITUTE DOCUMENTS: MORTAR: MARKINGS ASTM A568, IBC EL. ELEVATION REQ'D. REQUIRED
<br /> CONFORM TO ASTM C270 TYPE S AND 2009 IBC. PROPORTIONS MAY 1708.4
<br /> a. "SDI SPECIFICATIONS AND COMMENTARY FOR COMPOSITE ELEV, ELEVATOR SECT. SECTION
<br /> STEEL FLOOR DECK & NON COMPOSITE ROOF DECK." BE BASED ON LABORATORY OR FIELD EXPERIENCE OR 2006 IBC. WELD FILLER MATERIAL IDENTIFICATION MARKINGS & P AISC, LFRD, ENGR, ENGINEER BHT, SHEET
<br /> MINIMUM COMPRESSIVE STRENGTH SHALL BE 1800 PSI AT 28 DAYS. MANUFACTURER'S CERTIFICATION SECTION 43.5 AISC, E.S. EACH SIDE SHTG: SHEATHTING
<br /> b. "SDI CODE OF RECOMMENDED STANDARD PRACTICE. ASD, SEC A3.6 (E) EXISTING
<br /> GROUT: SIM. SIMILAR
<br /> C476 AND THE 2009 IBC. PROPORTIONS MAY BE COMPLETE AND PARTIAL PEN. GROOVE WELDS FDN, FOUNDATION
<br /> COATING: CONFORM TO ASTM STD. STANDARD �
<br /> COATING DECK SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM BASED ON LABORATORY OR FIELD EXPERIENCE OR 2006 IBC. MINIMUM MULTI-PASS FILLET WELDS C AWS D1.1, IBC 1704.3.1 FLR. FLOOR STS SYM, SYMMETRICALSLF TAPPING SCREW
<br /> AA525, COATING SHALL BE G60 LIGHT COMMERCIAL WITH NOT LESS COMPRESSIVE STRENGTH SHALL BE 2000 PSI AT 28 DAYS, USE FINE SINGLE-PASS FILLET WELDS GREATER THAN 5/16" F.O. FACE OF
<br /> THAN 0.6002 PER SQ. FT. GROUT EXCEPT COARSE GROUT MAY BE USED IN SPACES 4" OR MORE F,O,M. FACE OF MASONRY T,O.E. TOP OF BEAM re
<br /> IN BOTH HORIZONTAL DIMENSIONS. FILL ALL CELLS WITH GROUT. SINGLE-PASS FILLET WELDS LESS THAN 5/16" P F.O.S. FACE OF STUD T.O.C. TOP OF CONCRETE E/1
<br /> INSTALLATION: FLOOR AND DECK FASTENING p AWS D13 F.O.P. FACE OF POST T.O.F. TOP OF FOOTING 4
<br /> INSTALL DECK IN ACCORDANCE WITH MANUFACTURER'S REINFORCING: ti .` s. � ', y, �� z� =r" T - Yr� q": �` " : 'r�'; v
<br /> ... ..��� � ����,�a�����:��;���,� #�� ��,��_ � ��: �����������,;� ,G,� F.S. FAR SIDE T,O:S, TOP OF SLAB
<br /> CONFORM TO NOTES FOR "REINFORCING BARS". LAP BARS AT SPLICES SMIN .��y,��`:p_ _>r}r =.z"�� , I "..."�,,";,' .°
<br /> RECOMMENDATIONS AND SHOP DRAWINGS, WELDING SHALL CONFORM FTG. FOOTING T,O,W, TOP OF WALL F.
<br /> TO AWS D1.3 "STRUCTURAL WELDING CODE - SHEET STEEL", 40 DIA FOR #3,#4,#5 BARS, 50 DIA FOR LARGER BARS PROPORTIONS OF SITE PREPARED MORTAR AND TS STRUCTURAL TUBE �.
<br /> GROUT. PLACEMENT OF MASONRY UNITS AND CONST. GA. GAGE TSP. TYPICAL
<br /> OPENINGS: BLOCK PATTERN: OF MORTAR JOINTS. p AIC 530 GALV, GALVANIZED
<br /> OPENINGS SHALL BE REINFORCED AS SHOWN ON THE DRAWINGS. USE RUNNING BOND @ ALL LOCATIONS U.N.O. WHERE STACK BOND IS GLS, GLUE LAMINATED BEAM �J
<br /> SPECIFIED, UNITS SHALL BE OPEN ENDED, PLACEMENT OF REINFORCEMENT, CONNECTORS AND GWB GYPSUM WALL BOARD U,N,O, UNLESS NOTED OTHERWISE
<br /> TOUCH-UP: EMBEDED ANCHORAGES, CI 0 CC
<br /> V VERIFY ® CC
<br /> IMMEDIATELY AFTER PLACING DECK, TOUCH-UP WELDS, BURNED AREA DESIGN STRENGTH: GROUT SPACING & PLACEMENT OF GROUT. C HDR. HEIGHT VERT VERTICAL 4 W
<br /> AND DAMAGED COATING AS OUTLINED IN THE SPECIFICATIONS. ASSUMED ULTIMATE COMPRESSIVE STRENGTH f m OF THE CMU HORZ.GT. HORIZONTALIGH
<br /> ASSEMBLY IS 1500 PSI @ 28 DAYS, FREQUENCY LEGEND w/ WITH
<br /> W.W.F. WELDED WIRE FABRIC
<br /> C = CONTINUOUS P = PERIODIC � >::
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<br /> SEE REFERENCES AND STANDARDS LISTED WITHIN THE VERIFICATION & 5 04
<br /> EPDXY GROUTED ANCHOR
<br /> INSPECTION SCHEDULE FOR MEANING OF PERIODIC AND CONTINUOUS INSPECTIONS. GENERAL CONSTRUCTION NOTES r
<br /> ��
<br /> CODE: BUILDING DESIGN AND CONSTRUCTION SHALL CONFORM TO THE LU
<br /> EPDXY GROUTED ANCHOR BOLTS SHALL BE ASTM A307 THREADED PROVISIONS OF THE 2009 IBC AS ADOPTED BY THE CITY OF EVERETT,
<br /> ROD, OR DEFORMED REINFORCING ROD (ASTM A615, GRADE 60) PER THE REINFORCING BA GENERAL DETAILS: TYPICAL OR GENERAL NOTES AND DETAILS ON THESE 0
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<br /> DRAWINGS, USE ANY OF THE FOLLOWING EPDXY GROUTS OR SHEETS SHALL APPLY TO ALL CONSTRUCTION UNLESS SPECIFICALLY NOTED �
<br /> EQUIVALENT PRODUCTS WITH I,C,B.O, APPROVALS AND MEETING THE MATERIAL REQUIREMENT: OR SHOWN OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED
<br /> REQUIREMENTS OF ASTM C881. >
<br /> REINFORCING BARS: SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS, LLI
<br /> a. SIMPSON SET-XP USE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60, EXCEPT AS NOTED ON DISCREPANCIES: THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A
<br /> INSTALLATION OF EPDXY GOUTED ANCHORS REQUIRES FULL-TIME
<br /> THE DRAWINGS, WRITTEN REQUEST FOR CLARIFICATION UPON FINDING ANY DISCREPANCY OR CO
<br /> SPECIAL INSPECTION BY AN INDEPENDENT TESTING AGENCY. WELDED WIRE FABRIC: OMISSION IN THE DRAWINGS OR SPECIFICATIONS, GO
<br /> INSTALL ANCHOR BOLTS PER MANUFACTURER'S RECOMMENDATIONS, SMOOTH FABRIC SHALL CONFORM TO ASTM A185, SHORING: IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO DESIGN
<br /> FABRICATION AND PLACING REQUIREMENTS: AND PROVIDE ADEQUATE SHORING, RESHORING AND BRACING OF THE WORK
<br /> AS REQUIRED TO PROTECT LIFE AND PROPERTY DURING THE CONSTRUCTION
<br /> BENDING: OF THIS BUILDING.
<br /> BARS SHALL BE BENT COLD, BARS PARTIALLY EMBEDDED IN CONCRETE SHALL NOTEXCAVATION: THE CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR ALLLIJ
<br /> BE FIELD BENT UNLESS NOTED OR SHOWN OTHERWISE OR AUTHORIZED BY THEEXCAVATION PROCEDURES, INCLUDING LAGGING, SHORING AND PROTECTION OF
<br /> ENGINEER, ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES,
<br /> EXPANSION ANCHORS PLACING:
<br /> MATERIALS: REINFORCEMENT SHALL BE SUPPORTED AND TIED TO PREVENT DISPLACEMENT BY
<br /> USE ANY OF THE FOLLOWING PRODUCTS: CONSTRUCTION LOADS OR BY PLACING OF CONCRETE. MAXIMUM SPACING OF CC
<br /> DESIGN C ITE IA
<br /> SUPPORTS SHALL BE 3'-6",
<br /> a. "HILTI" KWIK- BOLT TZ F..
<br /> CONCRETE COVER: VERTICAL LOADS 0
<br /> b. BAWL CARBON STEEL HEX HEAD "POWERSTUD+ SD1" MINIMUM CONCRETE COVER FOR REINF. SHALL BE AS FOLLOWS, UNLESS NOTED =
<br /> INSTALLATION: OTHERWISE: LOCATION: LOAD:
<br /> A. ROOF: SNOW LOAD 25 PSF ti)
<br /> INSTALL ANCHORS IN ACCORDANCE WITH MANUFACTURERS CONCRETE CAST AGAINST EARTH 3,, B. OFFICE: OCCUPANCY LIVE LOAD 50 PSF eiS
<br /> DIRECTIONS, MINIMUM INSTALLATION DEPTH AND TORQUE SHALL BE AS „ C. OFFICE: PARTITION LOAD 20 PSF
<br /> FOLLOWS UNLESS GREATER VALUES ARE REQUIRED BY THE ANCHOR CONCRETE CAST AGAINST FORMS AND EXPOSED TO EARTH 2 J
<br /> MANUFACTURER: TIES IN COLUMNS AND BEAMS 1-1/2" WIND LOAD DESIGN:
<br /> DIAMETER EMBEDMENT TORQUE WELDING: BASIC WIND SPEED = 85 MPH- EXPOSURE "B" ILI
<br /> 1/2" 2-1/2" 35 FT-LBSIw= 1.0= IMPORTANCE FACTOR
<br /> 5/8" 3" 60 FT-LBS DO NOT WELD REINFORCING BARS, W
<br /> 3/4" 3-1/2" 90 FT-LBS WET SETTINGS: FOUNDATION DESIGN: 0
<br /> OR ANY EMBEDDED ITEM WITHIN THE CONCRETE, FOUNDATION DESIGN IS BASED ON THE FOLLOWING VALUES FROM THE
<br /> REINFORCEMENT ANCHOR BOLTS, ORIGINAL BUILDING CONSTRUCTION DOCUMENTS, SHEET:
<br /> INSTALLATION OF EXPANSION ANCHORS REQUIRES SPECIAL INSPECTION MAY NOT BE SET INTO THE CONCRETE AFTER IT HAS BEEN POURED WITHIN THE
<br /> U.N.O. WITHIN THE DRAWINGS. FORMS. FOUNDATION TYPE: SHALLOW SPREAD FOOTINGS
<br /> ALLOWABLE BEARING PRESSURE 2,500 PSF 0.rmiil'!ei;i; a r
<br /> LAP SPLICES: ,ii,,,,
<br /> PROVIDE LAP LENGTHS AS SHOWN ON THESE DRAWINGS, Il,li i j I:;I
<br /> K-10-033
<br /> 6816 Evergreen ,
<br /> � een Way B1106-019
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