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0 NOTICE 1 J0HAf S
<br /> CONCRETE:
<br /> STRUCTURAL SHEETS: iF Txis�T 3oF wAsyaHcoO�
<br /> 1. ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REQUIREMENTS OF ACI-301, 'SPECIFICATIONS M isRi+or roEscn�wixc y 20
<br /> STRUCTURAL FOR STRUCTURAL CONCRETE". MIX PROPORTIONS SHALL BE PER ACI-301. SUBMIT MIX DESIGN FOR bw
<br /> REVIEW BY STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 48224 p
<br /> S1 GENERAL NOTES �^wev'S2 SYSTEM �� T URAL �.,, p
<br /> S3 DUCTWORK ELEVATBRACIION,
<br /> MIXING BOX FRAMING, AND FAN CONNECTION 2. NO WATER MAY BE ADDED TO CONCRETE IN THE FIELD UNLESS SPECIFICALLY APPROVED IN WRITING BY .e s °°a cuciE �F�'URAL EN N� Ip9ltipry
<br /> THE CONCRETE SUPPLIER IN CONJUNCTION WITH THE CONCRETE MIX DESIGN. :, 4 p1
<br /> GENERAL STRUCTURAL NOTES: rmm�x�o
<br /> 3. STRUCTURAL CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: � s
<br /> 1. THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO SET MINIMUM STANDARDS FOR e NIhb k = m'
<br /> TYPE f'c SLUMP w/c AIR w l..d
<br /> CONSTRUCTION. THE CONTRACTOR SHALL BE COMPLETELY FAMILIAR WITH THE CONTRACT `°°"'°se szonoz w m a
<br /> FOOTINGS *a,000 si 1-4" 0.45 67 u - ^ ry Pixexuuj
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<br /> DOCUMENTS AND HAVE A COPY OF THEM ON SITE AT ALL TIMES. P c,.?<<wa vo ? . ' © �o-
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<br /> 2. FOR ANY PORTION OF THE CONSTRUCTION WHICH THE CONTRACTOR IS UNABLE TO ASCERTAIN *SPECIAL INSPECTION NOT REQUIRED, 4,000 PSI COMPRESSIVE STRENGTH IS SPECIFIED FOR WEATHERING PROJECT ADDRESS: 'aiM
<br /> PROTECTION. STRUCTURAL DESIGN OF CONCRETE BASED ON 2,500 PSI COMPRESSIVE STRENGTH. ,-}�$} o�m
<br /> THE REQUIRED CONSTRUCTION OR WHERE CONFLICTS EXIST, IT IS THE CONTRACTOR'S 1313 75TH ST SW
<br /> RESPONSIBILITY TO REQUEST ADDITIONAL INFORMATION (RFIs) AND/OR CLARIFICATIONS BEFORE WA 98203 :tn
<br /> o4. ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 6% (f) 1.57 AIR ENTRAINMENT BY VOLUME. AIRENTRAINMENT SHALL BE IN CONFORMANCE WITH ASTM C260. swoIi3. ALL WORK SHALL BE IN STRICT CONFORMANCE WITH THE 2021 INTERNATIONAL BUILDING CODE m(IBC) WITH WASHINGTON AMENDMENTS. ALL BUILDING ELEMENTS AND COMPONENTS NOT 5. COLD WEATHER PLACEMENT SHALL CONFORM TO ACI-306. HOT WEATHER PLACEMENT SHALL CONFORM TO `IvACI-305.SPECIFICALLY DETAILED IN THESE STRUCTURAL CONSTRUCTION DOCUMENTS SHALL BE FABRICATED AND CONSTRUCTED IN ACCORDANCE WITH THE MINIMUM STANDARDS OF THE IBC AS AMENDED IMIEVERETT,
<br /> CONSTRUCTION. 0,1,,T,i P1 S n f IEw i��
<br /> 6. MECHANICALLY VIBRATE ALL FORMED CONCRETE. DO NOT OVER-VIBRATE. PLACE CONCRETE MONOLITHICALLY cameFem .:G O r
<br /> BY THE STATE OF WASHINGTON. BETWEEN CONSTRUCTION OR CONTROL JOINTS. PROTECT ALL CONCRETE FROM PREMATURE DRYING. CO CD
<br /> 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE CONSTRUCTION. THE 7, CHAMFER ALL EXTERIOR CORNERS Y2" UNLESS SHOWN OTHERWISE. sw �� z W U) 00
<br /> ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. - -� a .g cost_o wnoiesa/ie z
<br /> 8. SLUMP LIMITS MAY BE INCREASED BY ADDITION OF ADMIXTURES PROVIDED THAT THE WATER/CEMENT RATIO .ym9 eerna9ea .,^" ae Y� Z W = Q
<br /> 5. THE CONTRACTOR, SUBCONTRACTORS AND SUPPLIERS SHALL ENSURE COORDINATION OF comba�n�mp�Mcscxm© z 7
<br /> OF THE ORIGINAL MIX DESIGN IS NOT EXCEEDED. WATER REDUCING ADMIXTURE SHALL BE IN r a„y�i°;Ea Th hM.I LJ z
<br /> CONTRACTOR SUPPLIED/DESIGNED ELEMENTS AND DEFERRED SUBMITTALS WITH ALL DESIGN r `�`�` c.,k
<br /> DISCIPLINES WITHIN THE CONSTRUCTION SET. COORDINATION SHALL IDENTIFY AND RECONCILE CONFORMANCE WITH ASTM494, USED IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS. SUBMIT \.\ aim rc. ,rn� „h��Y �I J O
<br /> CONFLICTS BETWEEN THE CONTRACTOR SUPPLIED/DESIGNED ELEMENTS AND THE CONSTRUCTION ADMIXTURES TO ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. _ wym7rekAdvenmres v' %� ,, O W
<br /> DRAWINGS PRIOR TO FABRICATION AND DELIVERY TO THE PROJECT SITE. THE PROJECT ENGINEER Ln IW
<br /> g. PORTLAND CEMENT SHALL BE TYPE OR II IN CONFORMANCE WITH ASTM C150. AGGREGATES SHALL BE IN =
<br /> SHALL BE NOTIFIED IF CONFLICTS EXIST. 01
<br /> CONFORMANCE WITH ASTM C33 AND USE CRUSHED (NOT ROUND) GRAVEL OR STONE. COARSE VICINITY MAP
<br /> 6. THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. METHODS, AGGREGATES SHALL NOT EXCEED -Y4". WATER SHALL BE CLEAN AND POTABLE. W
<br /> PROCEDURES, AND SEQUENCE OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.
<br /> THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE 10. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 OR ASTM A706, GRADE 60.
<br /> INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. A'
<br /> 11. DOWELS AND OTHER MISCELLANEOUS STEEL EMBEDDED ITEMS SHALL BE LOCATED AND HELD IN SPECIFIED N
<br /> 7. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD FOR THE STRUCTURE. PROVIDE POSTION PRIOR TO PLACEMENT OF CONCRETE AND SHALL NOT BE PUSHED INTO CONCRETE FOLLOWING
<br /> SHORING AND/OR BRACING WHERE LOADS EXCEED DESIGN CAPACITY AND WHERE STRUCTURES THE CONCRETE POUR.
<br /> HAVE NOT ATTAINED DESIGN STRENGTH.
<br /> STAINLESS STEEL:
<br /> 8. CLADDING, WATERPROOFING, AND OTHER NON-STRUCTURAL FEATURES ARE OUTSIDE THE
<br /> STRUCTURAL SCOPE OF WORK. ANY DEPICTION OF SUCH FEATURES ON THE STRUCTURAL 1. STAINLESS STEEL DESIGN, FABRICATION, AND ERECTION SHALL CONFORM TO THE LATEST EDITION OF THE y
<br /> DRAWINGS ARE NOT INTENDED TO BE USED FOR CONSTRUCTION. REPRESENTATION OF SUCH AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "SPECIFICATION FOR STRUCTURAL STAINLESS STEEL FOUNDATIONS V d
<br /> FEATURES ON THESE DRAWINGS MAY OR MAY NOT BE ACCURATE. CONTRACTOR IS RESPONSIBLE BUILDINGS" WITH AMENDMENTS AND THE AISC "CODE OF STANDARD PRACTICE FOR STRUCTURAL STAINLESS
<br /> FOR LOCATING ALL UTILITIES AND UNDERGROUND BURIED ELEMENTS. STEEL BUILDINGS," WITH AMENDMENTS. 1. SOIL CHARACTERISTICS HAVE BEEN ASSUMED PER THE 2021 IBC SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES
<br /> OF SOILS CONSISTENT WITH CLAY, SANDY CLAY, SILTY CLAY, CLAYEY SILT, SILT AND SANDY SILT (CL, ML, MH AND CH).
<br /> DESIGN LOADS: PER 2021 IBC WITH WASHINGTON AMENDMENTS 2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING GRADES, UNLESS NOTED OTHERWISE ON THE PLANS: THE CONTRACTOR SHALL VERIFY THE PRESUMED SOIL TYPES PRIOR TO CONSTRUCTION AND NOTIFY THE STRUCTURAL
<br /> FOR OF NON-CONFORMING IN-SITU CONDITIONS IF PRESENT BEFORE PROCEEDING.
<br /> 1603.1.1 - FLOOR LOADS: SHAPE ASTM DESIGNATION YIELD STRESS (Fv)
<br /> DEAD LOAD .................................................................... MATERIAL SELF WEIGHT PLATES & BARS ASTM 304L SS 25 ksi `-✓'
<br /> FLOOR LIVE LOADS - N/A CHANNELS & ANGLES ASTM 304L SS 25 ksi 2. ALL FOUNDATIONS TO BEAR ON UNDISTURBED NATIVE MATERIAL, OR GRANULAR COMPACTED FILL.
<br /> RECTANGULAR HSS ASTM 304L SS 25 ksi 3. SOIL DESIGN CRITERIA, PER 2021 IBC SECTION 1806: d
<br /> 1603.1.2 - ROOF LIVE LOADS - N/A 3. WELDING SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY (AWS) STANDARD 3.1. SOIL BEARING - 1,500 PSF
<br /> 1603.1.3 - ROOF SNOW LOADS - N/A D1.6 FOR STAINLESS STEEL. ALL WELD OPERATORS SHALL BE CURRENTLY AWS CERTIFIED. 3.1.1. 1/3 INCREASE ALLOWED FOR SHORT TERM LOADS
<br /> 3.2. COEFFICIENT OF FRICTION - 0.3
<br /> 1603.1.4 - WIND DESIGN DATA 4. WELD SIZES/LENGTHS SHOWN ON THE DESIGN DRAWINGS ARE CONSIDERED EFFECTIVE WELD SIZES/LENGHT 3.3. FROST DEPTH - 16-IN
<br /> BASIC WIND SPEED ............................................................. 98 MPH AND SHALL BE INCREASED IN ACCORDANCE WITH AWS AS REQUIRED BY GAPS OR SKEWS BETWEEN 3.4. LATERAL BEARING PRESSURE - 100 PSF/FT
<br /> RISK CATEGORY ................................................................... II COMPONENTS. WELD LENGTHS AND WELD SIZES SHALL BE AISC MINIMUM, UNO.
<br /> WIND EXPOSURE ................................................................. C
<br /> WIND PRESSURES (CH. 29, OTHER STRUCTURES) 4. CONTRACTOR SHALL PROVIDE PROPER DE-WATERING OF EXCAVATIONS FROM ALL SURFACE, GROUND, OR SEEPAGE
<br /> MIXING BOX 34.68 PSF 5. ALL STRUCTURAL CONNECTION BOLTS SHALL CONFORM TO ASTM F593 TYPE 316, UNO. BOLTED CONNECTIONS WATER PER IBC REQUIREMENTS. ry 3 O
<br /> SHALL BE BEARING TYPE AND THREADS PERMITTED IN SHEAR PLANES EXCEPT AS NOTED OTHERWISE. � (n N
<br /> DUCT ........................................................................... 19.04 PSF -:::) 00
<br /> 5. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. � O
<br /> 1603.1.5 - EARTHQUAKE DESIGN CRITERIA: 6. ALL CONNECTION HOLES SHALL BE STANDARD SIZED HOLES FOR BEARING CONNECTIONS UNO Lij E U)
<br /> RISK CATEGORY ...................._....._....._....._....._....._... II 6. LOCATE AND PROTECT EXISTING UTILITIES TO REMAIN IN SERVICE DURING AND/OR AFTER CONSTRUCTION. 7: W = <
<br /> SEISMIC IMPORTANCE FACTOR, IE ......_....._....._....._...... 1.00 7. WELDING BETWEEN DISSIMILAR METALS IS NOT PERMITTED. CONTACT BETWEEN DISSIMILAR METALS SHALL BE Z
<br /> SPECTRAL ACCELERATION, Ss ......__..._....._....._....._....._ 1.370 g ISOLATED USING PHENOLIC OR OTHERWISE APPROVED ISOLATION HARDWARE. W ~
<br /> SPECTRAL ACCELERATION, S, ......__..._....._....._....._....._ 0.490 g NOTE: PREVIOUS GEOTECHNICAL REPORTS HAVE BEEN PREPARED FOR STRUCTURES AT THE SAME SITE. SEISMIC U � 1-
<br /> SITE CLASS ACCELERATIONS, SITE CLASS, AND OTHER PARAMETERS SPECIFIED HEREIN ARE BASED ON PREVIOUS GEOTECHNICAL z
<br /> ----------------------------- D 8. SPLICING OF STRUCTURAL STAINLESS-STEEL MEMBERS WHERE NOT DETAILED ON THE CONTRACT DOCUMENTS W W
<br /> SPECTRAL RESPONSE COEFFICIENT, SIDS ......_....._....._.... 0.913 g IS PROHIBITED WITHOUT THE APPROVAL OF THE STRUCTURAL EOR. REPORTING PREPARED BY GEOENGINEERS DATED JUNE 3, 2021. A GEOTECHNICAL REPORT WAS NOT PREPARED SPECIFICALLY O r7 D_
<br /> SPECTRAL RESPONSE COEFFICIENT, Spy .......................... 0.591 g FOR THE STRUCTURES DETAILED HEREIN DETAILING REOMMENDATIONS FOR SOIL PREP OR ALLOWABLE BEARING PRESSURE, SO O J Lg
<br /> SEISMIC DESIGN CATEGORY CATEGORY D PRESUMPTIVE VALUES WERE ASSUMED FOR DESIGN PER THE 2021 IBC. ®�, � = M W
<br /> ..................................... V d
<br /> ANALYSIS PROCEDURE EQUIV. LATERAL FORCE 9. CUTS, HOLES (OPENINGS), NOTCHES, ETC. AS REQUIRED IN STRUCTURAL STEEL MEMBERS FOR THE WORK OF
<br /> ........................................................
<br /> SEISMIC FORCE-RESISTING SYSTEMS (ASCE 7-16 T. 13.6-1) OTHER TRADES SHALL BE SHOWN ON THE SUBMITTED SHOP DRAWINGS. BURNING OF HOLES AND CUTS IN
<br /> MIXING BOX: STRUCTURAL STAINLESS STEEL MEMBERS IN THE FIELD SHALL NOT BE ALLOWED, EXCEPT BY WRITTEN
<br /> AIR-SIDE HVAC, FANS, AIR HANDLERS, AC UNITS, PERMISSION FROM THE STRUCTURAL EOR. o
<br /> 0
<br /> CABINET HEATERS, AIR DISTRIBUTION BOXES, AND I
<br /> OTHER MECH. COMP. CONSTRUCTED OF SHEET 10. FOR MEMBERS AND CONNECTIONS THAT ARE PART OF THE SEISMIC FORCE RESISTING SYSTEM, o
<br /> METAL FRAMING DISCONTINUITIES CREATED BY ERRORS OR BY FABRICATION OR ERECTION OPERATIONS, SUCH AS TACK WELDS,
<br /> ERECTION AIDS, AIR-ARC GOUGING, OR FLAME CUTTING, SHALL BE REPAIRED AS REQUIRED BY THE W
<br /> RESPONSE MODIFICATION FACTORS(S), R ........... 6.0 STRUCTURAL EOR.
<br /> SEISMIC RESPONSE COEFFICIENTS(S), CS ........... 0.457 SPECIAL INSPECTIONS: Q
<br /> DUCT: 1. AN INDEPENDENT TESTING LABORATORY CHOSEN BY THE OWNER SHALL PROVIDE SPECIAL INSPECTIONS IN ACCORDANCE z
<br /> DUCTWORK, INCLUDING IN-LINE COMPONENTS, WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE FOR THE STRUCTURAL SYSTEMS OUTLINED HEREIN. ALL
<br /> CONSTRUCTED OF HIGH- OR LIMITED- OTHER ELEMENTS SHALL COMPLY WITH THE SPECIAL INSPECTION & TESTING REQUIREMENTS OF CHAPTER 17 OF THE w J
<br /> DEFORMABILITY MATERIALS, WITH JOINTS MADE INTERNATIONAL BUILDING CODE. Q
<br /> BY MEANS OTHER THAN WELDING OR BRAZINGo
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<br /> 2. EACH SPECIAL INSPECTION AND MATERIAL TESTING REPORT SHALL BE DISTRIBUTED TO THE OWNER, CONTRACTOR, LJ
<br /> RESPONSE MODIFICATION FACTORS(S), R ........... 6.0 Z
<br /> BUILDING OFFICIAL, AND STRUCTURAL FOR IN TIMELY FASHION.
<br /> SEISMIC RESPONSE COEFFICIENTS(S), Cs ........... 0.457 w W
<br /> 3. THE CONTRACTOR SHALL MAKE AVAILABLE ALL MEANS AND METHODS NECESSARY FOR THE SPECIAL INSPECTOR TO vsi C7
<br /> PERFORM THE REQUIRED INSPECTIONS. IN ADDITION, THE CONTRACTOR SHALL NOTIFY THE OWNER AND SPECIAL
<br /> INSPECTOR A MINIMUM OF 48 HOURS BEFORE THE TIME AT WHICH THE SPECIFIED SPECIAL INSPECTIONS MAY BE
<br /> PERFORMED. JOB NO.
<br /> 24050003
<br /> DRAWN CHECKED
<br /> ARW NRW
<br /> DATE 07/03/24
<br /> REVISIONS
<br /> SHEET S 1
<br /> 1 OF 3
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