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General Structural Notes FtENGINEERS
<br /> THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGSCRITERIA
<br /> 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE Seattle//Spokane//Baltimore
<br /> DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2018 Copyright©FSi consulting engineers
<br /> EDITION).
<br /> 2. DESIGN LOADING CRITERIA:
<br /> ENVIRONMENTAL LOADS
<br /> WIND. . . . . . . GCpi=0.18, 98 MPH, RISK CATEGORY III, EXPOSURE "B"
<br /> EARTHQUAKE . SITE CLASS=D, Ss-134, Sds-108, S1-48, SDI-60, Cs=0.207 STRUCTURAL
<br /> SDC D(DEFAULT), Ip=1.0, Rp=6.5, ap=1.0 00ENGINEERING
<br /> SEATTLE
<br /> SEE PLANS FOR ADDITIONAL LOADING CRITERIA 2124 Third Avenue,suite 100
<br /> Seattle,WA 98121
<br /> 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL TACOMA
<br /> 934 Broadway,suite 100
<br /> DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE Tacoma,WA 98402
<br /> PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE CENTRAL WASHINGTON
<br /> SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE 206.443.6212 414 N Pearl Street,suie8
<br /> REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ssrengineers.com Ellensburg,WA 98926
<br /> ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH Copyright 2023 Smnson say Faget-All Rights Reserved
<br /> DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK.
<br /> 4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND t3 t4 t5 �gCA
<br /> DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL
<br /> DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING a
<br /> SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL
<br /> ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ° s9
<br /> ARCHITECTURAL AND STRUCTURAL DRAWINGS.
<br /> `�'yd'lONAL
<br /> 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE F1
<br /> METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE ^ 19/S1.1
<br /> CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY 3 TYP. LL
<br /> AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING BOILER/
<br /> SP NKR RISERLM17CH�
<br /> UCONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS QOF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, M
<br /> SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO NEW 3'-3"sq MIN.HOUSKEEPING
<br /> THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. PAD W/#4®16"oc,E.W.
<br /> CTRD.(THICKNESS PER MECH. W
<br /> 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND MECH. UN ENGINEER,6"MIN.)
<br /> STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ^ 8001bs MAX
<br /> ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-14 'DESIGN LOADS ON
<br /> STRUCTURES DURING CONSTRUCTION". /SiA IJ
<br /> TYP. U
<br /> 7. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE
<br /> ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR o
<br /> CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS J
<br /> REQUIREMENT.
<br /> NEW HOUSEK EPING�AD---L==_=// IT
<br /> 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE W/#4®16"oc,E.W.CTRD. - -
<br /> CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO (THICKNESS PER MECH. UJ
<br /> DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO ENGINEER,6' MIN.) Z
<br /> REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL O
<br /> TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED
<br /> OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS '^
<br /> BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL v J W
<br /> DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE J J Z
<br /> USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S O —
<br /> RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE Plan Notes Foundation Plan O =
<br /> PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SHALL SUBMIT "'"I/a = 1-0 M
<br /> ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED 1. DO NOT SCALE DRAWINGS. REFER TO MECHANICAL DRAWINGS FOR ALL DIMENSIONS. Scale: O W CIO
<br /> CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION 2. COORDINATE UNIT PLACEMENT WITH MECHANICAL ENGINEER. T Q
<br /> AND FIELD USE. 3. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
<br /> QUALITY ASSURANCE U
<br /> H
<br /> 9. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT `^ w SPECIFICATIONS AND SECTIONS 110 AND 1705 OF THE INTERNATIONAL BUILDING �J 0 J
<br /> CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND 7
<br /> RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND Q O J L— w
<br /> BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND o m Q >
<br /> TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION
<br /> IS REQUIRED UNLESS NOTED OTHERWISE. J LLI
<br /> EXPANSION BOLTS AND THREADED EXPANSION INSERTS PER MANUFACTURER C)
<br /> PERIODIC INSPECTION: INSPECTION SHALL BE PERFORMED AT INTERVALS NECESSARY H W
<br /> TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH O
<br /> REQUIREMENTS. I J
<br /> CONTINUOUS INSPECTION: INSPECTOR SHALL BE ONSITE AND OBSERVE THE WORK L.I_ O Z
<br /> REQUIRING INSPECTION AT ALL TIMES THAT WORK IS PERFORMED.
<br /> RENOVATION I\J_I U1
<br /> 10.DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE /
<br /> COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING UJ U LLI
<br /> CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES.
<br /> DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING
<br /> STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON T
<br /> EXISTING FLOOR SYSTEMS TO 40 PSF. 00
<br /> [y�
<br /> 11.CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND "'
<br /> CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING T
<br /> CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND y
<br /> MUST BE VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL
<br /> ENGINEER IF EXISTING CONDITIONS DETERMINED DURING WORK VARY FROM THE W
<br /> EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS. 0
<br /> ANCHORAGE Q
<br /> 12,EXPANSION BOLTS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE "KWIK U
<br /> BOLT TZ" AS MANUFACTURED BY THE HILTI CORP., INSTALLED IN STRICT U)
<br /> ACCORDANCE WITH ICC-ES REPORT NO. ESR-1917 FOR CONCRETE, AND ESR-3785 FOR
<br /> MASONRY, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. BOLTS INTO CONCRETE
<br /> MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. U
<br /> SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH ICC
<br /> REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. PERIODIC SPECIAL INSPECTION IS REQUIRED TO VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, ANCHOR 13 1 4 1 5
<br /> LOCATION, TIGHTENING TORQUE, HOLE DIMENSIONS, ANCHOR EMBEDMENT, AND
<br /> ADHERENCE TO THE INSTALLATION INSTRUCTIONS.
<br /> STEEL
<br /> 13.STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON:
<br /> A. AISC 360-16 AND SECTION 2205.2 OF THE INTERNATIONAL BUILDING CODE. Project N O.
<br /> B. JUNE 15, 2016 AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND
<br /> BRIDGES AMENDED AS FOLLOWS: AS NOTED IN THE CONTRACT DOCUMENTS, BY THE 23032
<br /> DELETION OF PARAGRAPH 4.4.1, AND REVISE REFERENCE FROM "STRUCTURAL DESIGN
<br /> DRAWINGS" TO "CONTRACT DOCUMENTS" IN PARAGRAPH 3.1.
<br /> C. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. P E RM IT SET
<br /> 14.ROLLED SHAPES INCLUDING PLATES, SHALL CONFORM TO ASTM A36, FY=36 KS I. MECH.CURB PER MANUF. Date
<br /> 15.ALL STEEL EXPOSED TO THE WEATHER OR IN CONTACT WITH GROUND SHALL BE 1/2"0 EXP.BOLT,EMBED 09.11.2023
<br /> CORROSION PROTECTED BY GALVANIZATION OR PROVIDED WITH EXTERIOR PAINT 2"MIN.INTO(E)SLAB . . . . . . . . . .
<br /> SYSTEM, UNLESS OTHERWISE NOTED. BOILER PER MECH. BELOW PAD,TIP. Date Revision
<br /> 16.ALL WELDING SHALL BE IN CONFORMANCE WITH ALSO AND AWS STANDARDS AND SHALL . . . . . . . . .
<br /> BE PERFORMED BY WABO CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY BOILER PER MECH. (3)sides,typ. 3/Is
<br /> PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED. ALL COMPLETE JOINT HOUSEKEEPING PAD
<br /> PENETRATION GROOVE WELDS SHALL BE MADE WITH A FILLER MATERIAL THAT HAS A PER PLAN
<br /> MINIMUM CVN TOUGHNESS OF 20 FT-LBS AT 20 DEGREES F AND 40 FT - LBS AT 70 ANGLE PER 20/51.1, 2 L3a3x1/4 a 31/2" Sheet T`. �:
<br /> DEGREES F, AS DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER TYP.ANG ()
<br /> CERTIFICATION. EA.SIDE,TYP.
<br /> ,; GENERALSTRUCTURAL
<br /> 17.CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE
<br /> WITH ACT 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY =ff A 3 NOTES, FOUNDATION
<br /> 1J"min. 1-"min. BOND OR ROUGHEN
<br /> STRENGTH OF f'c = 3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 3"min. 2 1'-6"min. 4
<br /> SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A typ. typ typ SURFACE PLAN&DETAILS
<br /> SLUMP OF 5" OR LESS. REQUIRED CONCRETE STRENGTH IS BASED ON THE DURABILITY
<br /> REQUIREMENTS OF SECTION 1904 OF THE IBC. DESIGN STRENGTH IS f'c - 2,500
<br /> PSI.
<br /> Sheet
<br /> 18 3/4,=1-0.' 19 3/4"=1'-O. 20 Si . 1
<br />
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