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STRUCTURAL STEEL NOTES CONCRETE SPECIAL INSPECTION PLAN <br /> SCHEDULE OF DRAWINGS <br /> REFERENCE STANDARDS: CONCRETE REQUIREMENTS: GENERAL: <br /> STEEL CONSTRUCTION SHALL CONFORM TO THE AISC "SPECIFICATION LOCATION STRENGTH MAX W/C RATIO SPECIAL INSPECTION BY A QUALIFIED INSPECTOR IS REQUIRED IN ACCORDANCE DATE ISSUED g <br /> FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOOTINGS & 3000PSI @ 28DAYS 4.55 WITH THE 2006 IBC. O <br /> FOR BUILDINGS", AND THE AISC "CODE OF STANDARD PRACTICE FOR SHEET DESCRIPTION ate. <br /> STEEL BUILDINGS AND BRIDGES". FLR DECK FILL rn ,Q <br /> QUALIFICATION: c4 1-- <br /> AIR CONTENT: CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 5N THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL ci <br /> MATERIALS: +/-1% ENTRAINED AIR. DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, S1 GENERAL & STRUCTURAL NOTES • C a <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 PLAN • w °C <br /> A992 FY = 50KSI <br /> MIXTURES IN CONFORMANCE WITH THE SPECIFICATIONS, THE SPECIAL INSPECTOR SHALL PERFORM THE VERIFICATIONS & INSPECTIONS S3 SECONF FLOOR FRAMING DEMOLITION PLAN 0 io W <br /> b. STRUCTURAL STEEL M, 5, HP, CHANNELS AND ANGLES SHALL NOTED IN THE SCHEDULE BELOW <br /> CONFORM TO ASTM A36 UNO. MATERIAL REQUIREMENTS; S4 STRUCTURAL DETAILS • y <br /> c, STRUCTURAL STEEL FLAT PLATES INCLUDING CAP PLATES CEMENT: ASTM C150, ADMIXTURES: ACI 301. S5 STRUCTURAL DETAILS N <br /> • BASE PLATES & CONNECTION PLATES SHALL CONFORM TO AGGREGATES: ASTM C33. WATER: ASTM C94. VERIFICATION & INSPECTION SCHEDULE <br /> 0 <br /> ASTM A36. PLACING REQUIREMENTS: di , <br /> d. STRUCTURAL TUBING: CONFORM TO ASTM A500, GRADE B. PLACING: o N <br /> e. BOLTS: CONFORM TO ASTM A325N & INSTALLED SNUG j <br /> PLACE CONCRETE AS NEARLY AS PRACTICABLE TO ITS FINAL TYPES OF WORK REFERENCES ABBREVIATIONS TIGHT. POSITION TO AVOID SEGREGATION, THE FREE UNCONFINED FALL OF FREQ & STANDARDS E <br /> f. ANCHOR BOLTS: CONFORM TO ASTM F1554, GRADE 36 OR THE CONCRETE SHALL NOT EXCEED 5 FEET. �"'� v <br /> aS N A4E c0NC a. <br /> @ AT JST. JOIST 0 . o <br /> A36, DEBRIS: .. . ... ��. u . <br /> REINFORCING STEEL, PLACEMENT, P ACI 318: 3-5, 7.1-7.7 A.B. ANCHOR BOLT JT. JOINT : .� <br /> WELDING: REMOVE ALL DEBRIS FROM FORMS PRIOR TO PLACING CONCRETE. IBC 1903.5 1907.1, ° <br /> CONFORM TO AWS D1.1 "STRUCTRUAL WELDING CODE - STEEL". 1907.7, 1914.4 APP, ALTERNATEOK. KIP 1000 LES 0Z <br /> WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH WABO CONSOLIDATION; APPROX. APPROXIMATELY ( ) <br /> CONSOLIDATE CONCRETE BY SUITABLE MEANS, THOROUGHLY WORK ARCH. ARCHITECTURAL K/F K/I KIPS PER FOOT <br /> REQUIREMENTS. USE E70 ELECTRODES OF TYPE REQUIRED FOR PLACEMENT OF ANCHORS & EMBEDS IN CONCRETE C IBC 1912.5 COI <br /> MATERIALS TO BE WELDED. CONCRETE AROUND EMBEDDED ITEMS AND INTO CORNERS OF FORMS. WI m <br /> BLDG. BUILDING L. LONG �, <br /> CURING REQUIREMENTS; USE OF REQUIRED DESIGN MIX, P ACI 318, CH BLKG. BLOCKING 0 ? ° z <br /> FABRICATION: 4.5-5.4 IBC 1904 MATL. MATERIAL ' o <br /> FABRICATE STEEL IN THE SHOP OF A FABRICATOR LICENSED BY THE CURING; 1905.2-1905.4,1914,2, BM BEAM MAX, MAXIMUMCD `� <br /> APPROPRIATE GOVERNMENT AGENCY. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A 1914,3 E. BOTTOM MIN. MINIMUM z e w �: <br /> ERG BEARING MISC, MISCELLANEOUS W = >a"� <br /> SHOP PAINTING: SUITABLE PERIOD OF TIME AFTER PLACEMENT, PLACEMENT OF CONCRETE C ACI 318; 5.6,5.8 MBM METAL BUILDING MANUFACTURER - F a <br /> STEEL CONCEALED BY BUILDING FINISH OR IN CONTACT WITH ASTM CM2 C31 C.J. CONSTRUCTION JOINT .. Ki <br /> WEATHER CONDITIONS: ' CL, CENTERLINE ' �' <br /> CONCRETE NEED NOT BE PAINTED. ALL OTHER STEEL SHALL BE IBC 1905 6, 191410 (N) NEW _ :17 cb <br /> ADEQUATE PRECAUTIONS SHALL BE TAKEN DURING HOT AND COLD CLG, CEILING NO., # NUMBER <br /> GIVEN ONE COAT OF SHOP PAINT, IN ACCORDANCE WITH SECTION 1.24 " ETI AfQ2S� _ . ° `d <br /> OF THE AISC "CODE", UNLESS NOTED OTHERWISE. WEATHER IN ACCORDANCE WITH THE SPECIFICATIONS. = ` � � � , �, <, . - CLR, CLEAR N-S NORTH-SOUTH u <br /> ADHESIVE ANCHOR INST. C COL, COLUMN N.T.S. NOT TO SCALE <br /> EXPANSION BOLT INST, CONC, CONCRETE <br /> P CONST, CONSTRUCTION 0/C ON CENTER 1 <br /> �1 ('` TRuc A 11 1. CONT. CONTINUOUS O.F, OUTSIDE FACE I 1t.J.K <br /> CONCRETE MASONRY BOLTS, NUTS & WASHERS IDENTIFICATION MARKINGS P AISC ASD DEL. DOUBLE OPNG. OPENING 44p�1�0'OA%',/. <br /> SEC. PERP. PERPENDICULAR `` <br /> A3.4, AISC LRFD DIA. DIAMETER Z y;. - <br /> MATERIAL REQUIREMENTS: SEC, A3,3 DIAD. DIAGONAL PL, PLATE . `4, <br /> DIM. DIMENSION PLYWD. PLYWOOD - cc <br /> METAL DECKING MASONRY UNITS: BOLT INSTALLATION P AISC LRDF SEC. DN, DOWN P.S.F. POUNDS PER SQUARE FOOT /=,V c -, 44447 ttti <br /> CONFORM TO ASTM C90, GRADE N-1 MEDIUM WEIGHT CONCRETE UNITS, M2.5IBC 1704.3.3 DWG(S). DRAWING(S) P.S.I. POUNDS PER SQUARE INCH Fs,o, 20744 <br /> ��o Z <br /> STANDARDS: MINIMUM COMPRESSIVE STRENGTH SHALL BE 1000 PSI ON THE GROSS SSONAL�� <br /> AREA AND 1900 PSI ON THE NET AREA. EA. EACH <br /> REF, REFERENCE <br /> DECK DESIGN AND CONSTRUCTION SHALL CONFORM TO THE STRUCT STEEL MATERIAL & IDENTIFICATION P ASTM A6 OR REINF, REINFORCE(D)/REINFORCING <br /> FOLLOWING STEEL DECK INSTITUTE DOCUMENTS: MARKINGSE.B. EXPANSION BOLT REQ D. REQUIRED <br /> MORTAR: ASTM A568. IBC REQ' <br /> D,TO ASTM C270 TYPE S AND 2009 IBC, PROPORTIONS MAY 1708.4 EL. ELEVATION <br /> a. "SDI SPECIFICATIONS AND COMMENTARY FOR COMPOSITE ELEV. ELEVATOR SECT, SECTION <br /> BE BASED ON LABORATORY OR FIELD EXPERIENCE OR 2006 IBC. WELD FILLER MATERIAL IDENTIFICATION MARKINGS & P AISC, LFRD, ENGR. ENGINEER SHT, SHEET <br /> STEEL FLOOR DECK 8, NON COMPOSITE ROOF DECK." MINIMUM COMPRESSIVE STRENGTH SHALL BE 1800 PSI AT 28 DAYS. <br /> b. "SDI CODE OF RECOMMENDED STANDARD PRACTICE, MANUFACTURERS CERTIFICATION SECTION 43.5 AISC, E.S. EACH SIDE SHTG, SHEATHTING <br /> GROUT; ASD, SEC A3.6 _ (E) EXISTING SIM, SIMILAR <br /> COATING: CONFORM TO ASTM C476 AND THE 2009 IBC. PROPORTIONS MAY BE COMPLETE AND PARTIAL PEN. GROOVE WELDS STD, STANDARD <br /> MULTI-PASS FILLET WELDS <br /> COATING DECK SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM BASED ON LABORATORY OR FIELD EXPERIENCE OR 2006 IBC. MINIMUM FFLOODATION <br /> C AWS D1.1 IBC 1704.3.1 FLR. FLOOR SYM, SYMMETRICAL <br /> AA525, COATING SHALL BE G60 LIGHT COMMERCIAL WITH NOT LESS COMPRESSIVE STRENGTH SHALL BE 2000 PSI AT 28 DAYS. USE FINE STS SETHAN 5/16LF TAPPING SCREW 0SINGLE-PASS FILLET WELDS GREATER <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 <br /> INSTALLATION: IN BOTH HORIZONTAL DIMENSIONS. FILL ALL CELLS WITH GROUT, SINGLE-PASS FILLET WELDS LESS THAN 5/16" P T,O.O. TOP OF BEAM <br /> F.O,S. FACE OF STUD T.O.C, TOP OF CONCRETE co <br /> INSTALL DECK IN ACCORDANCE WITH MANUFACTURER'S FLOOR AND DECK FASTENING p AWS D13 Q <br /> REINFORCING: F.O,P. FACE OF POST T.O.F. TOP OF FOOTING <br /> RECOMMENDATIONS AND SHOP DRAWINGS. WELDING SHALL CONFORM CONFORM TO NOTES FOR "REINFORCING BARS". LAP BARS AT SPLICES f*P I� F,S, FAR SIDE T.O,S, TOP OF SLAB Q <br /> j <br /> TO AWS 01.3 "STRUCTURAL WELDING CODE - SHEET STEEL", 40 DIA FOR #3,#4,#5 BARS, 50 DIA FOR LARGER BARS PROPORTIONS OF SITE PREPARED MORTAR AND FTG, FOOTING T.O.W. TOP OF WALL 1 .1 <br /> OPENINGS: GROUT. PLACEMENT OF MASONRY UNITS AND CONST, TS STRUCTURAL TUBE .. <br /> BLOCK PATTERN: GA. GAGE <br /> OPENINGS SHALL BE REINFORCED AS SHOWN ON THE DRAWINGS, OF MORTAR JOINTS, p AIC 530 GALV. GALVANIZED TYP. TYPICAL Z <br /> USE RUNNING BOND @ ALL LOCATIONS U,N.0, WHERE STACK BOND IS GLB. GLUE LAMINATED BEAM <br /> TOUCH-UP: SPECIFIED, UNITS SHALL BE OPEN ENDED, PLACEMENT OF REINFORCEMENT, CONNECTORS AND �` <br /> EMBEDED ANCHORAGES, GWB GYPSUM WALL BOARD U.N.O, UNLESS NOTED OTHERWISE d 0 CC <br /> IMMEDIATELY AFTER PLACING DECK, TOUCH-UP WELDS, BURNED AREA DESIGN STRENGTH: HDR. HEADER V VERIFY p LU <br /> AND DAMAGED COATING AS OUTLINED IN THE SPECIFICATIONS. ASSUMED ULTIMATE COMPRESSIVE STRENGTH f'm OF THE CMU GROUT SPACING & PLACEMENT OF GROUT. C HGT, HEIGHT VERT VERTICAL Q �"�' '`j' <br /> ASSEMBLY IS 1500 PSI @ 28 DAYS, FREQUENCY LEGEND HORZ. HORIZONTAL w/ WITH a W <br /> C = CONTINUOUS P = PERIODIC W.W.F. WELDED WIRE FABRIC m ® .. <br /> ISI Z 4 <br /> SEE REFERENCES AND STANDARDS LISTED WITHIN THE VERIFICATION & ; <br /> EPDXY GROUTED ANCHOR INSPECTION SCHEDULE FOR MEANING OF PERIODIC AND CONTINUOUS INSPECTIONS, GENERAL CONSTRUCTION NOTES ac '4� <br /> EPDXY GROUTED ANCHOR BOLTS SHALL BE ASTM A307 THREADED CODE: BUILDING DESIGN AND CONSTRUCTION SHALL CONFORM TO THE D W <br /> CCILI <br /> ROD, OR DEFORMED REINFORCING ROD (ASTM A615, GRADE 60) PER THE REINFORCING 13AR PROVISIONS OF THE 2009 IBC AS ADOPTED BY THE CITY OF EVERETT, 0 <br /> DRAWINGS. USE ANY OF THE FOLLOWING EPDXY GROUTS OR GENERAL DETAILS: TYPICAL OR GENERAL NOTES AND DETAILS ON THESE C„ 0 <br /> EQUIVALENT PRODUCTS WITH I.C,B4O. APPROVALS AND MEETING THE MATERIAL REQUIREMENT: SHEETS SHALL APPLY TO ALL CONSTRUCTION UNLESS SPECIFICALLY NOTED CC <br /> REQUIREMENTS OF ASTM C881, OR SHOWN OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED LU <br /> REINFORCING BARS: SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. W <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 THE DRAWINGS. WRITTEN REQUEST FOR CLARIFICATION UPON FINDING ANY DISCREPANCY OR to <br /> CO <br /> SPECIAL INSPECTION BY AN INDEPENDENT TESTING AGENCY. WELDED WIRE FABRIC: OMISSION IN THE DRAWINGS OR SPECIFICATIONS. CO <br /> MANUFACTURER'SSMOOTH FABRIC SHALL CONFORM TO ASTM 4285, <br /> ti, <br /> INSTALL ANCHOR BOLTS PER RECOMMENDATIONS, 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, Cn <br /> BARS SHALL BE BENT COLD. BARS PARTIALLY EMBEDDED IN CONCRETE SHALL NOT EXCAVATION: THE CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR ALL LU <br /> BE FIELD BENT UNLESS NOTED OR SHOWN OTHERWISE OR AUTHORIZED BY THE 1.- <br /> EXCAVATION PROCEDURES INCLUDING LAGGING SHORING AND PROTECTION OF <br /> EXPANSION ANCHORS ENGINEER, ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES. o <br /> PLACING: <br /> z <br /> MATERIALS; <br /> REINFORCEMENT SHALL BE SUPPORTED AND TIED TO PREVENT DISPLACEMENT BY ..JCONSTRUCTION LOADS OR BY PLACING OF CONCRETE. MAXIMUM SPACING OF < <br /> USE ANY OF THE FOLLOWING PRODUCTS: SUPPORTS SHALL BE 31-6", DESIGN CRITERIA CC <br /> a <br /> a. "HILTI" KWIK- BOLT TZ 1.... <br /> CONCRETECOVER: VERTICAL LOADS <br /> b. RAWL CARBON STEEL HEX HEAD "POWERSTUD+ SDI' MINIMUM CONCRETE COVER FOR REINF. SHALL BE AS FOLLOWS, UNLESS NOTED <br /> INSTALLATION: OTHERWISE: LOCATION: LOAD: CC <br /> INSTALL ANCHORS IN ACCORDANCE WITH MANUFACTURER'S CONCRETE CAST AGAINST EARTH 3„ A. ROOF: SNOW LOAD 25 PSF <br /> DIRECTIONS. MINIMUM INSTALLATION DEPTH AND TORQUE SHALL BE AS B. OFFICE: OCCUPANCY LIVE LOAD 50 PSF OS <br /> FOLLOWS UNLESS GREATER VALUES ARE REQUIRED BY THE ANCHOR CONCRETE CAST AGAINST FORMS AND EXPOSED TO EARTH 2" C. OFFICE: PARTITION LOAD 20 PSF <br /> MANUFACTURER: J <br /> TIES IN COLUMNS AND BEAMS 1-1/2" WIND LOAD DESIGN: 'a <br /> DIAMETER EMBEDMENT TORQUE BASIC WIND SPEED = 85 MPH- EXPOSURE "B" CC <br /> W <br /> 1/2" 2-1/2" 35 FT-LBS WELDING: W <br /> 5/8" �� DO NOT WELD REINFORCING BARS, Iw= 1.0= IMPORTANCE FACTOR Z <br /> 3 60 FT-LBS <br /> Ili <br /> 3/4" 3-1/2" 90 FT-LBS WET SETTINGS: FOUNDATION DESIGN: <br /> REINFORCEMENT ANCHOR BOLTS OR ANY EMBEDDED ITEM WITHIN THE CONCRETE FOUNDATION DESIGN IS BASED ON THE FOLLOWING VALUES FROM THE <br /> INSTCTION: MAY NOT BE SET INTO THE CONCRETE AFTER IT HAS BEEN POURED WITHIN THE ORIGINAL BUILDING CONSTRUCTION DOCUMENTS. SHEET: <br /> INSTAALLATION OF EXPANSION ANCHORS REQUIRES SPECIAL INSPECTION <br /> U.N,O, WITHIN THE DRAWINGS. FORMS, FOUNDATION TYPE, SHALLOW SPREAD FOOTINGS <br /> LAP SPLICES: <br /> ALLOWABLE BEARING PRESSURE 2,500 PSF <br /> PROVIDE LAP LENGTHS AS SHOWN ON THESE DRAWINGS. SI <br /> K-10-033 <br /> 6816 Evergreen Way B1106-019 <br />