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STRUCTURAL UCTURAL STEEL NOTES CONCRETE GENERAL AL C0N5TRUCTI0N NOTES
<br /> REFERENCE STANDARDS: CONCRETE REQUIREMENTS: CODE: BUILDING DESIGN AND CONSTRUCTION SHALL CONFORM TO THE
<br /> STEEL CONSTRUCTION SHALL CONFORM TO THE AISC "SPECIFICATION LOCATION STRENGTH MAX W/C RATIO PROVISIONS OF THE 2009 IBC AS ADOPTED BY THE CITY OF EVERETT.
<br /> STRUCTURAL STEEL AL DETAILS: TYPICAL OR GENERAL NOTES AND DETAILS ON THESE
<br /> FOR THE DESIGN, FABRICATION AND ERECTION OF ALL LOCATIONS 3000PSI (� 28DAY5 0.55 GENER 1
<br /> FOR BUILDINGS", AND THE AISC "CODE OF STANDARD PRACTICE FOR SHEETS SHALL APPLY TO ALL CONSTRUCTION UNLESS SPECIFICALLY NOTED
<br /> STEEL BUILDINGS AND BRIDGES". OR SHOWN OTHERWISE, CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED
<br /> AIR CONTENT: CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 5% SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS, "'
<br /> MATERIALS: +/-i% ENTRAINED AIR.
<br /> a. ANCHOR BOLTS: CONFORM TO ASTM F1554, GRADE 36 ORMIX DESIGN; SHALL BE BASED ON FIELD EXPERIENCE OR TRIAL DISCREPANCIES: THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A
<br /> A36, MIXTURES IN CONFORMANCE WITH THE SPECIFICATIONS, WRITTEN REQUEST FOR CLARIFICATION UPON FINDING ANY DISCREPANCY OR
<br /> OMISSION IN THE DRAWINGS OR SPECIFICATIONS.
<br /> b. STRUCTURAL STEEL M, 5, HP, CHANNELS AND ANGLES SHALL MATERIAL REQUIREMENTS: i
<br /> CONFORM TO ASTM A36 UNO. CEMENT: ASTM C150. ADMIXTURES: ACI 301. SHORING: IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO DESIGN
<br /> c. STRUCTURAL STEEL FLAT PLATES INCLUDING CAP PLATES, AGGREGATES: ASTM C33. WATER: ASTM C94. AND PROVIDE ADEQUATE SHORING, RESHORING AND BRACING OF THE WORK
<br /> BASE PLATES & CONNECTION PLATES SHALL CONFORM TO AS REQUIRED TO PROTECT LIFE AND PROPERTY DURING THE CONSTRUCTION
<br /> ASTM A36. PLACING REQUIREMENTS: OF THIS BUILDING. ,,,�
<br /> d. PIPE COLUMNS: CONFORM TO ASTM A500, GRADE B. PLACING:
<br /> EXCAVATION: THE CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR ALL
<br /> e. BOLTS: CONFORM TO ASTM A325N & INSTALLED SNUG PLACE CONCRETE AS NEARLY AS PRACTICABLE TO ITS FINAL EXCAVATION PROCEDURES, INCLUDING LAGGING, SHORING AND PROTECTION OF
<br /> TIGHT. POSITION TO AVOID SEGREGATION. THE FREE UNCONFINED FALL OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES. M
<br /> THE CONCRETE SHALL NOT EXCEED 5 FEET, '°
<br /> WELDING: ID
<br /> CONFORM TO AWS D1.1 "STRUCTRUAL WELDING CODE - STEEL". DEBRIS; C i
<br /> WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH WABO REMOVE ALL DEBRIS FROM FORMS PRIOR TO PLACING CONCRETE. DESIGN C R I T E R IAad ■� W
<br /> REQUIREMENTS. USE E70 ELECTRODES OF TYPE REQUIRED FOR
<br /> MATERIALS TO BE WELDED. CONSOLIDATION: VERTICAL LOADS0
<br /> CONSOLIDATE CONCRETE BY SUITABLE MEANS. THOROUGHLY WORK LOCATION: LOAD: �® F
<br /> FABRICATION: CONCRETE AROUND EMBEDDED ITEMS AND INTO CORNERS OF FORMS. 0 V
<br /> FABRICATE STEEL IN THE SHOP OF A FABRICATOR LICENSED BY THE A ROOF: SNOW LOAD 25 PSF
<br /> CURING REQUIREMENTS: w
<br /> APPROPRIATE GOVERNMENT AGENCY, N
<br /> WIND LOAD DESIGN: M
<br /> CURING: MO = a d 3
<br /> SHOP PAINTING: CONCRETE SHALL SE MAINTAINED IN A MOIST CONDITION FOR A BASIC WIND SPEED = 85 MPH- EXPOSURE "B" ,
<br /> STEEL CONCEALED BY BUILDING FINISH OR IN CONTACT WITH0 J
<br /> SUITABLE PERIOD OF TIME AFTER PLACEMENT. 1w= 1.0= IMPORTANCE FACTOR
<br /> CONCRETE NEED NOT BE PAINTED. ALL OTHER STEEL SHALL BE w i
<br /> GIVEN ONE COAT OF SHOP PAINT, IN ACCORDANCE WITH SECTION 1.24 WEATHER CONDITIONS: FOUNDATION DESIGN: :OF THE AISC "CODE", UNLESS NOTED OTHERWISE, ADEQUATE PRECAUTIONS SHALL BE TAKEN DURING HOT AND COLD FOUNDATION DESIGN IS BASED ON THE FOLLOWING ASSUMED VALUES: W : k
<br /> WEATHER IN ACCORDANCE WITH THE SPECIFICATIONS. ALLOWABLE BEARING PRESSURE: 1,500 PSF
<br /> LATERAL EARTH PRESSURES ON BSMT WALL: �•it
<br /> AT REST CONDITION: 50 PCF EFW '�
<br /> CONCRETE MASONRY to ��t`'A i..
<br /> REINFORCING B AR ACTIVE CONDITION: 35 PCF EFW c�WA +.
<br /> MATERIAL REQUIREMENTS: "!~, �.,,, io
<br /> A
<br /> MATERIAL REQUIREMENT: SEISMIC DESIGN: °° �` , _
<br /> MASONRY UNITS: STRUCTURAL SYSTEM: SPECIAL REINFORCED MASONRY SHEAR WALLS. ,o oe
<br /> CONFORM TO ASTM C90, GRADE N-1 MEDIUM WEIGHT CONCRETE UNITS. � IMPORTANCE FACTOR, Is = 1,0 �'�,►�a� �µ 0.„c
<br /> MINIMUM COMPRESSIVE STRENGTH SHALL BE 1000 PSI ON THE GROSS REINFORCING BARS: 5s = 1.29 S1 = 0.46 F ORAL E' '
<br /> AREA AND 1900 PSI ON THE NET AREA. USE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60, EXCEPT SITE CLASS = D �`��OAIA4 ��c
<br /> AS NOTED ON THE DRAWINGS. SDs = 0,86 5D1 = 0.47
<br /> MORTAR: G DESIGN CATEGORY
<br /> •
<br /> CONFORM TO ASTM C270 TYPE S AND 2009 IBC, PROPORTIONS MAY WELDED WIRE FABRIC: SEISMS = 5.I 0 RESPONSE MODIFICASDC = D TION••FACTOR
<br /> BE BASED ON LABORATORY OR FIELD EXPERIENCE OR 2006 IBC, SMOOTH FABRIC SHALL CONFORM TO ASTM A185.
<br /> MINIMUM COMPRESSIVE STRENGTH SHALL BE 1800 PSI AT 28 DAYS. Wo = 2.5 SYSTEM OVER STRONG FACTOR
<br /> FABRICATION AND PLACING REQUIREMENTS: Cd = 3.50 DEFLECTION OVER STRENGTH AMPLIFICATION FACTOR
<br /> GROUT: Cs = 0.172
<br /> CONFORM TO ASTM C476 AND THE 2009 IBC. PROPORTIONS MAY Be BENDING:BAS SHALL BE BENT COLD. BARS PARTIALLY EMBEDDED IN
<br /> BASED ON LABORATORY OR FIELD EXPERIENCE OR 2006 IBC. MINIMUM CONCRETE SHALL NOT BE FIELD BENT UNLESS NOTED OR SHOWN
<br /> GROUT EXCEPT COARSE GROUT MAY BE USED IN SPACES 4�� OR MORE
<br /> • COMPRESSIVE STRENGTH SHALL BE 2000 PSI AT 28 DAYS, USE FINE OTHERWISE OR AUTHORIZED BY THE ENGINEER. SPECIAL IN5pECTION PLAN
<br /> IN BOTH HORIZONTAL DIMENSIONS. FILL ALL CELLS WITH GROUT. PLACING: '
<br /> REINFORCEMENT SHALL BE SUPPORTED AND TIED TO PREVENT GENERAL:
<br /> CONFORMEINFORCITG; DISPLACEMENT BY CONSTRUCTION LOADS OR BY PLACING OF SPECIAL INSPECTION BY A QUALIFIED INSPECTOR IS REQUIRED IN ACCORDANCE
<br /> 48 BAR DIA ` ��
<br /> FOR #3,#4,#5 BARS, 52 BAR DIA FOR LARGER BARS NOTES FOR "REINFORCING BARS". LAP BARS AT SPLICES CONCRETE, MAXIMUM SPACING OF SUPPORTS SHALL BE 3'-6". WITH THE 2009 IBC,
<br /> BLOCK PATTERN: CONCRETE COVER: QUALIFICATION:
<br /> 0
<br /> USE RUNNING BOND @ ALL LOCATIONS U.N.O. WHERE STACK BOND IS MINIMUM CONCRETE COVER FOR REINF, SHALLBE AS FOLLOWS, THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL 2
<br /> SPECIFIED, UNITS SHALL Be OPEN ENDED. UNLESS NOTED OTHERWISE: DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL.
<br /> 1:1 0
<br /> DESIGN STRENGTH: CONCRETE CAST AGAINST EARTH 3" REQUIRED VERIFICATION & INSPECTION: .�
<br /> ASSUMED ULTIMATE COMPRESSIVE STRENGTH f'm OF THE CMU CONCRETE CAST AGAINST FORMS AND EXPOSED TO EARTH 2" THE SPECIAL INSPECTOR SHALL PERFORM THE VERIFICATIONS & INSPECTIONS
<br /> NOTED IN THE SCHEDULE BELOW
<br /> Ca
<br /> ASSEMBLY IS 1500 P5I 9 Ism
<br /> 028 DAYS,
<br /> TIES IN COLUMNS AND BEAMS 1-1/2"
<br /> & INSPECTION SCHEDULE a
<br /> JC
<br /> WELDING, VERIFICATION ,
<br /> DO NOT WELD REINFORCING BARS. ?
<br /> ma
<br /> WET SETTINGS: 8 g„,
<br /> REINFORCEMENT ANCHOR BOLTS, OR ANY EMBEDDED ITEM WITHIN THE TYPES OF WORK FREQ. REFERENCES
<br /> METAL DECKING CONCRETE, MAY NOT BE SET INTO THE CONCRETE AFTER IT HAS & STANDARDS 0. MIMI
<br /> BEEN POURED WITHIN THE FORMS.
<br /> STANDARDS: xw �, m ou s ' ,`Y� '` o
<br /> S .CI
<br /> DECK DESIGN AND CONSTRUCTION SHALL CONFORM TO THE LAP SPLICES: �� REINFORCING STEEL,PLACEMENT, P ACI 318: 3-5,7.1-7.7 r�
<br /> FOLLOWING STEEL DECK INSTITUTE DOCUMENTS: LAP ALL BARS IN CONCRETE 24" UNLESS SHOWN OTHERWISE ON THE DRAWINGS, IBC 318: 3, ,7.1-, 0
<br /> "SDICOMMENTARY FOR COMPOSITE SEE MASONRY NOTES FOR LAP LENGTHS IN CMU WALL ASSEMBLIES. 1907.7,1914.4
<br /> a. SPECIFICATIONS AND GROUTED CC 1
<br /> STEEL FLOOR DECK & NON COMPOSITE ROOF DECK," EPDXY ANCHOR PLACEMENT OF ANCHORS & EMBEDS IN CONCRETE C IBC 1912.5
<br /> b. "SDI CODE OF RECOMMENDED STANDARD PRACTICE. P ACI 318, CH
<br /> USE OF REQUIRED DESIGN MIX.
<br /> COATING: EPDXY GROUTED ANCHOR BOLTS SHALL BE ASTM A307 THREADED 4.5-5.4 IBC 1904,
<br /> COATING DECK SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM ROD, OR DEFORMED REINFORCING ROD (ASTM A615, GRADE 60) PER THE 1905,2-1905.4,1914.2,
<br /> AA525. COATING SHALL Be G60 LIGHT COMMERCIAL WITH NOT LESS DRAWINGS. USE ANY OF THE FOLLOWING EPDXY GROUTS OR 1914.3
<br /> THAN 0.6002 PER SQ. FT. EQUIVALENT PRODUCTS WITH I.C.B.O. APPROVALS AND MEETING THE
<br /> REQUIREMENTS OF ASTM C881, PLACEMENT OF CONCRETE C ACI 318: 5.6,5.8
<br /> ASTM CM2,C31
<br /> INSTALLATION: • IBC 1905.6,1914.101 '
<br /> INSTALL DECK IN ACCORDANCE WITH MANUFACTURER'S a. SIMPSON SET-XP :t �� � �� ��, �� „_ `
<br /> RECOMMENDATIONS AND SHOP DRAWINGS. WELDING SHALL CONFORM ' A �Y' :*0 :. a '.. 3 z, 4Ps- at,."'..',4
<br /> TO AWS D1,3 "STRUCTURAL WELDING CODE - SHEET STEEL". INSTALLATION OF EPDXY GOUTED ANCHORS REQUIRES FULL-TIME ADHESIVE ANCHOR INET. C
<br /> SPECIAL INSPECTION BY AN INDEPENDENT TESTING AGENCY.
<br /> OPENINGS: INSTALL ANCHOR BOLTS PER MANUFACTURER'S RECOMMENDATIONS. EXPANSION BOLT INST. P
<br /> OPENINGS SHALL BE REINFORCED AS SHOWN ON THE DRAWINGS. � � 5 � ry
<br /> Y ;� V ,:M M.v 4}x�...:iia .. ,� *:.* .
<br /> TOUCH-UP:
<br /> IMMEDIATELY AFTER PLACING DECK, TOUCH-UP WELDS, BURNED AREA STRUCT STEEL MATERIAL &IDENTIFICATION P ASTM A6 OR
<br /> AND DAMAGED COATING AS OUTLINED IN THE SPECIFICATIONS, ANCHORS MARKINGS ASTM A568. IBC
<br /> EXPANSION 1708.4
<br /> MATERIALS:
<br /> SINGLE-PASS FILLET WELDS LESS THAN 5116" P
<br /> a � � r,. . '� �,,.RN ��,���i'" ,,�� ��� A��n� �-� r* ���
<br /> USE ANY OF THE FOLLOWING PRODUCTS: 5 : ,,40,1 .., ` 2 .�,,,.4-,1,v,,,&4 s ', et.,,,,s , ,, ; ° .f
<br /> PAP POWDER AC U A T DFASTENER "HILTI" PROPORTIONS OF SITE PREPARED MORTAR AND
<br /> a. HILTi KWIK- BOLT TZ 9
<br /> b, RAWL CARBON STEEL HEX HEAD "POWERSTUD+ S01" GROUT. PLACEMENT OF MASONRY UNITS AND CONST.
<br /> FASTPOWDER ACTUATED FASTENERS SHALL BE HILTI - "X-EDNK22 THQ12" OF MORTAR JOINTS. p AIC 530
<br /> MINSTALLED IN ACCORDANCE WITH ALL MANUFACTURERS INSTALLATION: PLACEMENT OF REINFORCEMENT,CONNECTORS AND
<br /> RECOMMENDATIONS. INSTALL ANCHORS IN ACCORDANCE WITH MANUFACTURER'S EMBEDED ANCHORAGES.
<br /> DIRECTIONS. MINIMUM INSTALLATION DEPTH AND TORQUE SHALL BE AS GROUT SPACING & PLACEMENT OF GROUT,
<br /> FOLLOWS UNLESS GREATER VALUES ARE REQUIRED BY THE ANCHOR
<br /> MANUFACTURER:
<br /> DIAMETER EMBEDMENT TORQUE SHEET:
<br /> 1/2" 2-1/2" 35 FT-LBS FREQUENCY LEGEND
<br /> 5/8" 3" 60 FT-LBS C = CONTINUOUS P = PERIODIC
<br /> 3/4" 3-1/2" 90 FT-LBSS2
<br /> INSPECTION: SEE REFERENCES AND STANDARDS LISTED WITHIN THE VERIFICATION &
<br /> INSTALLATION OF EXPANSION ANCHORS REQUIRES SPECIAL INSPECTION INSPECTION SCHEDULE FOR MEANING OF PERIODIC AND CONTINUOUS INSPECTIONS. OF 2
<br /> U.N.O. WITHIN THE DRAWINGS, K-11-38
<br /> 6816 Evergreen Way B1111-O28
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