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STRUCTURAL S I
<br /> RUCTUR L �TEEL NOTES CONCRETE GENERAL CONSTRUCTION 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 /> FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL ALL LOCATIONS3000PSI @ 28DAYS 0,55 GENERAL DETAILS: TYPICAL OR GENERAL NOTES AND DETAILS ON THESE
<br /> FOR BUILDINGS", AND THE AISC k'CODE 4F STANDARD PRACTICE FOR SHEETS SHALL APPLY TO ALL CONSTRUCTION UNLESS SPECIFICALLY NOTED itSTEEL BUILDINGS AND BRIDGES", OR SHOWN OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED
<br /> MATERIALS: AIR CONTENT; CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 5% SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS, u-
<br /> +/-1% ENTRAINED AIR.
<br /> a. ANCHOR BOLTS: CONFORM TO ASTM F1554, GRADE 36 OR MIX DESIGN: SHALL BE BASED ON FIELD EXPERIENCE OR TRIAL DISCREPANCIES: THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A y
<br /> A36. MIXTURES IN CONFORMANCE WITH THE SPECIFICATIONS. WRITTEN REQUEST FOR CLARIFICATION UPON FINDING ANY DISCREPANCY OR
<br /> b. STRUCTURAL STEEL M, S, HP, CHANNELS AND ANGLES SHALL OMISSION IN THE DRAWINGS OR SPECIFICATIONS.
<br /> CONFORM TO ASTM A36 UNO. MATERIAL REQUIREMENTS: SHORING: IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO DESIGN i
<br /> c. STRUCTURAL STEEL FLAT PLATES INCLUDING CAP PLATES,
<br /> CEMENT, ASTM C150, ADMIXTURES; ACI 301. AND PROVIDE ADEQUATE SHORING RESHORING AND BRACING OF THE WORK
<br /> BASE PLATES & CONNECTION PLATES SHALL CONFORM TOAGGREGATES: ASTM C33. WATER: ASTM C94. AS REQUIRED TO PROTECT LIFE AND PROPERTY DURING THE CONSTRUCTION =
<br /> ASTM A36, PLACING REQUIREMENTS: OF THIS BUILDING. 0 4
<br /> d. PIPE COLUMNS: CONFORM TO ASTM A500, GRADE B. Oa
<br /> 41C a
<br /> e. BOLTS: CONFORM TO ASTM A325N & INSTALLED SNUG PLACING: EXCAVATION: THE CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR ALL
<br /> BIGHT, PLACE CONCRETE AS NEARLY AS PRACTICABLE TO ITS FINAL EXCAVATION PROCEDURES, INCLUDING LAGGING, SHORING AND PROTECTION OF
<br /> POSITION TO AVOID SEGREGATION. THE FREE UNCONFINED FALL OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES. a
<br /> WELDING: THE CONCRETE SHALL NOT EXCEED 5 FEET.
<br /> CD I
<br /> CONFORM TO AWS D1.1 "STRUCTRUAL WELDING CODE STEEL".
<br /> DEBRIS: i
<br /> WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH WABO REMOVE ALL DEBRIS FROM FORMS PRIOR TO PLACING CONCRETE, DESIGN CRITERIA °
<br /> REQUIREMENTS. USE E70 ELECTRODES OF TYPE REQUIRED FOR �� W
<br /> MATERIALS TO BE WELDED. CONSOLIDATION: VERTICAL LOADS i
<br /> CONSOLIDATE CONCRETE BY SUITABLE MEANS. THOROUGHLY WORK
<br /> FABRICATION: CONCRETE AROUND EMBEDDED ITEMS AND INTO CORNERS OF FORMS, LOCATION: LOAD: IMO 0 F
<br /> FABRICATE STEEL IN THE SHOP OF A FABRICATOR LICENSED BY THE A. ROOF: SNOW LOAD 25 PSF :*:
<br /> APPROPRIATE GOVERNMENT AGENCY. CURING REQUIREMENTS: w
<br /> SHOP PAINTING: rata
<br /> CURING: WIND LOAD DESIGN: C " a�
<br /> STEEL CONCEALED BY BUILDING FINISH OR IN CONTACT WITH CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A BASIC WIND SPEED = 85 MPH- EXPOSURE "B" �� z a d ,
<br /> CONCRETE NEED NOT BE PAINTED. ALL OTHER STEEL SHALL BE SUITABLE PERIOD OF TIME AFTER PLACEMENT. Iw: 1.0: IMPORTANCE FACTOR 0 INE..
<br /> EVI
<br /> GIVEN ONE COAT OF SHOP PAINT, IN ACCORDANCE WITH SECTION 1.24 C : r �,
<br /> OF THE AISC "CODE", UNLESS NOTED OTHERWISE. WEATHER CONDITIONS: FOUNDATION DESIGN: "z il
<br /> ADEQUATE PRECAUTIONS SHALL BE TAKEN DURING HOT AND COLD FOUNDATION DESIGN IS BASED ON THE FOLLOWING ASSUMED VALUES: kg W
<br /> WEATHER IN ACCORDANCE WITH THE SPECIFICATIONS.
<br /> ALLOWABLE BEARING PRESSURE: 1,500 PSF
<br /> CONCRETE MASONRY LATERAL EARTH PRESSURES ON BSMT WALL: ',it
<br /> AT REST CONDITION: 50 PCF EFW 'l
<br /> MATERIAL REQUIREMENTS:
<br /> REINFORCING BAR ACTIVE CONDITION: 35 PCF EFW ID 0��1►�0�w'x'
<br /> MASONRY UNITS: MATERIAL REQUIREMENT: SEISMIC DESIGN: ! �o
<br /> CONFORM TO ASTM C90, GRADE N-1 MEDIUM WEIGHT CONCRETE UNITS. STRUCTURAL SYSTEM: SPECIAL REINFORCED MASONRY SHEAR WALLS. .�, ,.' sme
<br /> MINIMUM COMPRESSIVE STRENGTH SHALL BE 1000 PSI ON THE GROSS REINFORCING BARS: IMPORTANCE FACTOR, Is : 1,0 ,�'i AREA AND 1900 PSI ON THE NET AREA. USE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60, EXCEPT Ss : 1.29 51 : 0.46 t��� µ ‘11:
<br /> 4
<br /> MORTAR: AS NOTED ON THE DRAWINGS. SITE CLASS = D /
<br /> SD8 = 0.86 SD1 = 0.47 ONAL
<br /> CONFORM TO ASTM C270 TYPE S AND 2009 IBC, PROPORTIONS MAY WELDED WIRE FABRIC: SEISMIC DESIGN CATEGORY, SDC = D
<br /> BE BASED ON LABORATORY OR FIELD EXPERIENCE OR 2006 IBC. SMOOTH FABRIC SHALL CONFORM TO ASTM A185. R = 5.0 RESPONSE MODIFICATION FACTOR
<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:
<br /> CONFORM TO ASTM C476 AND THE 2009 IBC, PROPORTIONS MAY BE BENDING: Ca = 0.172
<br /> BASED ON LABORATORY OR FIELD EXPERIENCE OR 2006 IBC. MINIMUM BARS SHALL BE BENT COLD. BARS PARTIALLY EMBEDDED IN
<br /> COMPRGROUTESSIVE STRENGTH EXCEPT COARSE GROUTLBE MAY 2BE OU ED INT 28 DAYS.SPACES 4" OREMO MORE OTNCRETE THERWISESHALL NOT BE OR AUTHORIZED FIELD
<br /> THEBENT
<br /> ENGINEER.NOTED OR SHOWN SPECIAL INSPECTION PLAN
<br /> IN BOTH HORIZONTAL DIMENSIONS. FILL ALL CELLS WITH GROUT. PLACING:
<br /> REINFORCING: REINFORCEMENT SHALL BE SUPPORTED AND TIED TO PREVENT GENERAL: CO I
<br /> CONFORM TO NOTES FOR "REINFORCING BARS". LAP BARS AT SPLICES DISPLACEMENT BY CONSTRUCTION LOADS OR BY PLACING OF SPECIAL INSPECTION BY A QUALIFIED INSPECTOR IS REQUIRED IN ACCORDANCE
<br /> 48 BAR DIA FOR #3,#4,#5 BARS, 52 BAR DIA FOR LARGER BARS CONCRETE. MAXIMUM SPACING OF SUPPORTS SHALL BE 3'-6". WITH THE 2009 IBC, 41110CONCRETE COVER: a Q
<br /> BLOCK PATTERN: QUALIFICATION:
<br /> USE RUNNING BOND @ ALL LOCATIONS U.N.O. WHERE STACK BOND IS MINIMUM CONCRETE COVER FOR REINF, SHALL BE AS FOLLOWS, THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL CA
<br /> SPECIFIED, UNITS SHALL BE OPEN ENDED. UNLESS NOTED OTHERWISE: DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL. C
<br /> "Ti 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 IS Fon
<br /> ASSEMBLY IS 1500 PSI @ 28 DAYS, NOTED IN THE SCHEDULE BELOW m
<br /> TIES IN COLUMNS AND BEAMS 1-1/2" .0
<br /> WELDING: VERIFICATION & INSPECTION SCHEDULE
<br /> DO NOT WELD REINFORCING BARS. ,3i
<br /> IC
<br /> WET SETTINGS: C
<br /> METAL DECKING REINFORCEMENT ANCHOR BOLTS, OR ANY EMBEDDED ITEM WITHIN THE REFERENCES
<br /> CONCRETE, MAY NOT BE SET INTO THE CONCRETE AFTER IT HAS TYPES OF WORK FREQ . & STANDARDS CD
<br /> BEEN POURED WITHIN THE FORMS. 3
<br /> STANDARDS: _ �■�
<br /> DECK DESIGN AND CONSTRUCTION SHALL CONFORM TO THE LAP SPLICES: A �� ��
<br /> �+.xw-a•.v,.a R.x ..;:''..:....:., ,,,‘2411431;,"::_. .. i. bil- i,...,.4{N j�s4, Y� e af'.. .te_I iv
<br /> FOLLOWING STEEL DECK INSTITUTE DOCUMENTS: LAP ALL BARS IN CONCRETE 24" UNLESS SHOWN OTHERWISE ON THE DRAWINGS, REINFORCING STEEL, PLACEMENT. P ACI 318, 3-5,7.1-7.7aliC 0
<br /> a. "SDI SPECIFICATIONS AND COMMENTARY FOR COMPOSITE SEE MASONRY NOTES FOR LAP LENGTHS IN CMU WALL ASSEMBLIES. IBC 1903.5,1907.1,
<br /> GRCe 1OUTED
<br /> 1914.4
<br /> STEEL FLOOR DECK & NON COMPOSITE ROOF DECK." EPDXY GROUTED ANCHOR PLACEMENT OF ANCHORS & EMBEDS IN CONCRETE C IBC 1912.5
<br /> b. "SDI CODE OF RECOMMENDED STANDARD PRACTICE.
<br /> COATING: EPDXY GROUTED ANCHOR BOLTS SHALL BE ASTM A307 THREADED USE OF REQUIRED DESIGN MIX. P ACI 318, CH
<br /> 1905.4 I05 1904,
<br /> COATING DECK SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM
<br /> 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 ASTMC881. PLACEMENT OF CONCRETE C ACI 318: 5.6,5.8
<br /> INSTALLATION: ASTM CM2,C31
<br /> INSTALL DECK IN ACCORDANCE WITH MANUFACTURER'S a. SIMPSON SET-XP IBC 1905.6'1914.10
<br /> RECOMMENDATIONS AND SHOP DRAWINGS. WELDING SHALL CONFORM _ _ s ;
<br /> TO AWS D1.3 "STRUCTURAL WELDING CODE - SHEET STEEL", INSTALLATION OF EPDXY GOUTED ANCHORS REQUIRES FULL-TIME � ���"� � .,., ¢
<br /> SPECIAL INSPECTION BY AN INDEPENDENT TESTING AGENCY. ADHESIVE ANCHOR INST. C
<br /> OPENINGS:
<br /> OPENINGS SHALL BE REINFORCED AS SHOWN ON THE DRAWINGS. INSTALL ANCHOR BOLTS PER MANUFACTURER'S RECOMMENDATIONS. EXPANSION BOLT INST. p
<br /> ,y,. a... �b�� 1�C�b a g �t¢^, .n.4 £ e+'�"4-sT}�$..4.X'^�� k -Y �'�
<br /> -STRU n:.. . u` :; s� `.Xte r �fi,�' s'�" � §+d� .. R1'c"-_,".'*3t,,,,,,,,,,,,,,,,,w,'`t 4 1
<br /> 0
<br /> TOUCH-UP: ypi �� � tz.- .
<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. MARKINGS ASTM A568. IBC M
<br /> EXPANSION ANCHORS 1708.4
<br /> MATERIALS: SINGLE-PASS FILLET WELDS LESS THAN 5116" P
<br /> USE ANY OF THE FOLLOWING PRODUCTS: � � � �, e r
<br /> PAF POWDER ACUATED FASTENER � ���r .��.�.r�o . � � .���4�.���r.�. _�..�... ��,.�.R'�. m�. ,.. } kT� ��f6
<br /> a. "HILTI" KWIK- BOLT TZ PROPORTIONS OF SITE PREPARED MORTAR AND
<br /> POWDER ACTUATED FASTENERS SHALL BE HILTI - "X-EDNK22 THQ12" b. RAWL CARBON STEEL HEX HEAD "POWERSTUD+ SD1" GROUT. PLACEMENT OF MASONRY UNITS AND CONST.
<br /> FASTERNERS INSTALLED IN ACCORDANCE WITH ALL MANUFACTURERS OF MORTAR JOINTS. p AIC 530
<br /> RECOMMENDATIONS. INSTALLATION: PLACEMENT OF REINFORCEMENT, CONNECTORS AND
<br /> INSTALL ANCHORS IN ACCORDANCE WITH MANUFACTURER'S EMBEDED ANCHORAGES.
<br /> DIRECTIONS, MINIMUM INSTALLATION DEPTH AND TORQUE SHALL BE AS
<br /> FOLLOWS UNLESS GREATER VALUES ARE REQUIRED BY THE ANCHOR GROUT SPACING & PLACEMENT OF GROUT. C
<br /> MANUFACTURER:
<br /> DIAMETER EMBEDMENT TORQUE
<br /> 1/2" 2-1/2" 35 FT-LBS FREQUENCY LEGEND SHEET:
<br /> 5/8" 3" 60 FT-LBS C : CONTINUOUS P : PERIODIC
<br /> 3/4" 3-1/2" 90 FT-LBS
<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 B1111-028
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