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0 NDTCE 1 JOHN q� <br /> losW srof WASR,ti+ <br /> II, MEAF TFIS BAR DOES NOT SURE THEN DRAWING b' �1t Yy� A2 <br /> S NOT TO SCALE V <br /> I' <br /> �48224 0 <br /> IIIIII��I� ��������I�������I���\\\\\\\\\\\\\\ N = RGY <br /> = L 0N S D = LDDNG STRUCTUR = <br /> \ ft��MAL E0 `��,b�T <br /> LiJ . :: <br /> i 'N <br /> tZY <br /> I$r <br /> ,STRUCTURAL SHEETS• CElLIE <br /> GENERAL <br /> A,G1 TITLE SHEET, VICINITY MAP, AND INDEX OF DRAWINGS 13. 1 F.a <br /> FOUNDATON <br /> Q SF1 GENERAL NOTES OCT 2 8 2022 <br /> SF2 QUALITY ASSURANCE AND CONTROL PLAN O } 1n <br /> SF3 EXISTING SLAB DEMO SF4 FOUNDATION GEOMETRY PLLAN AND DETAILS Z W I- CON <br /> SF5 FOUNDATION REINFORCING AND ANCHORAGE PLAN CITY OF EVERETT <br /> SF6 FOUNDATION DETAILS (1 of 2) p ry� * Services <br /> I- W <br /> i <br /> SF7 FOUNDATION DETAILS (2 of 2) Permit Se Y ices ZI-LI O <br /> SUPERSTRUCTURE -71 SS1 GENERAL NOTES 0 J ^ -SS2 QUALITY ASSURANCE AND CONTROL PLAN <br /> SS3 WALL PLANS _ - _Li <br /> SS4 WALL ELEVATIONS - W <br /> SS5 ENCLOSURE SECTIONS <br /> SS6 CEILING FRAMING PLAN AND SECTIONS <br /> SS7 CEILING PANEL BEAM PLAN & ELEVATIONS (1 of 2) <br /> SS8 CEILING PANEL BEAM PLAN & ELEVATIONS (2 of 2) <br /> SS9 CEIUNG PANEL BEAM DETAILS (1 of 2) <br /> SS10 CEIUNG PANEL BEAM DETAILS (2 of 2) <br /> SS11 WALL DETAILS (1 of 3) !^ <br /> SS12 WALL DETAILS (2 of 3) C) <br /> SS13 WALL DETAILS (3 of 3) <br /> SS14 PILASTER DETAILS Z <br /> GENERAL STRUCTURAL DETAILS <br /> L SD1 GENERAL STRUCTURAL DETAILS <br /> GENERAL STRUCTURAL NOTES. w_ <br /> 1. THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO SET MINIMUM STANDARDS FOR I <br /> CONSTRUCTION. THE CONTRACTOR SHALL BE COMPLETELY FAMILIAR WITH THE CONTRACT ,^ <br /> DOCUMENTS AND HAVE A COPY OF THEM ON SITE AT ALL TIMES. V) <br /> PROJECT ADDRESS: <br /> 2. FOR ANY PORTION OF THE CONSTRUCTION WHICH THE CONTRACTOR 1S UNABLE TO ASCERTAIN 1313 75TH ST SW <br /> THE REQUIRED CONSTRUCTION OR WHERE CONFLICTS EXIST, IT IS THE CONTRACTOR'S EVERETT, WA 98203 <br /> RESPONSIBIUTY TO REQUEST ADDITIONAL INFORMATION (RFIs) AND/OR CLARIFICATIONS BEFORE r1 <br /> CONSTRUCTION. �! <br /> Ckf <br /> 3. ALL WORK SHALL BE IN STRICT CONFORMANCE WITH THE 2018 INTERNATIONAL BUILDING CODE <br /> (IBC) WITH WASHINGTON AMENDMENTS. ALL BUILDING ELEMENTS AND COMPONENTS NOT LU <br /> SPECIFICALLY DETAILED IN THESE STRUCTURAL CONSTRUCTION DOCUMENTS SHALL BE FABRICATED Z W rn <br /> AND CONSTRUCTED IN ACCORDANCE WITH THE MINIMUM STANDARDS OF THE IBC AS AMENDED CkfBY THE STATE OF WASHINGTON. LAO <br /> N <br /> 00 <br /> 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE CONSTRUCTION. THE Cry (- <br /> ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. W Q <br /> 5. THE CONTRACTOR, SUBCONTRACTORS AND SUPPLIERS SHALL ENSURE COORDINATION OF zO U (n Z H <br /> CONTRACTOR SUPPLIED/DESIGNED ELEMENTS AND DEFERRED SUBMITTALS WITH ALL DESIGN I W in <br /> DISCIPLINES WITHIN THE CONSTRUCTION SET. COORDINATION SHALL IDENTIFY AND RECONCILE U Z I� <br /> CONFLICTS BETWEEN THE CONTRACTOR SUPPUED/DESIGNED ELEMENTS AND THE CONSTRUCTION _IW <br /> ct O <br /> DRAWINGS PRIOR TO FABRICATION AND DELIVERY TO THE PROJECT SITE. THE PROJECT ENGINEER LLi I— O J 1 W <br /> SHALL BE NOTIFIED IF CONFUCTS EXIST. �//�� > <br /> V I / 0_ I - <br /> 6. THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. METHODS, CI <br /> PROCEDURES, AND SEQUENCE OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. n <br /> THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE o <br /> INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. o <br /> i <br /> 7. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD FOR THE STRUCTURE. 0 PROVIDE N <br /> SHORING AND/OR BRACING WHERE LOADS EXCEED DESIGN CAPACITY AND WHERE STRUCTURES N <br /> HAVE NOT ATTAINED DESIGN STRENGTH. Li <br /> 8. CLADDING, WATERPROOFING, AND OTHER NON-STRUCTURAL FEATURES ARE OUTSIDE THE 0 0 <br /> STRUCTURAL SCOPE OF WORK. ANY DEPICTION OF SUCH FEATURES ON THE STRUCTURAL I- Q <br /> DRAWINGS ARE NOT INTENDED TO BE USED FOR CONSTRUCTION. REPRESENTATION OF SUCH LaJ X <br /> FEATURES ON THESE DRAWINGS MAY OR MAY NOT BE ACCURATE. CONTRACTOR IS RESPONSIBLE w W N <br /> FOR LOCATING ALL UTIUTIES AND UNDERGROUND BURIED ELEMENTS. z = ,_ 0 0 <br /> DESIGN LOADS: PER 2018 IBC WITH WASHINGTON AMENDMENTS VICINITY MAP o N Z z <br /> 8 w Z <br /> 1603.1.1 - FLOOR LOADS: J - 0 Q <br /> DEAD LOAD MATERIAL SELF WEIGHT - N IL 1" UZrz <br /> LIVE LOAD 250 PSF DISTRIBUTED, 8,000 LB CONCENTRATED N I-- > Q 0 <br /> 1603.1.2 - SHIELDING STRUCTURE CEIUNG LOADS: <br /> DEAD CEILING LOAD 303 PSF (UNIFORM); MATERIAL SELF WEIGHT JOB No. <br /> DEAD WALL LOAD 538 PSF (VERTICAL); MATERIAL SELF WEIGHT <br /> LIVE LOAD 20 PSF 2202-0023 <br /> 1603.1.5 - EARTHQUAKE DESIGN CRITERIA: DRAWN CHECKED <br /> RISK CATEGORY II (TEMPORARY STRUCTURE) NRW WJS <br /> SEISMIC IMPORTANCE FACTOR, IE 1.00 <br /> SPECTRAL ACCELERATION, SR 1.370 g DATE <br /> SPECTRAL ACCELERATION, Si 0.490 g 09/02/22 <br /> SITE CLASS D REVISIONS <br /> 4t SPECTRAL RESPONSE COEFFICIENT, Srs 0.913 g <br /> SPECTRAL RESPONSE COEFFICIENT, S,T 0.591 g m 10/18/22 <br /> 1, SEISMIC DESIGN CATEGORY CATEGORY D <br /> STRUCTURAL SYSTEM RESPONSE ELASTIC <br /> RESPONSE MODIFICATION FACTORS(S), R 1.0 <br /> 4 ' SEISMIC RESPONSE COEFFICIENTS(S), Cs 0.913 <br /> DESIGN BASE SHEAR 4,493 KIPS SHEET G 1 <br /> 1 OF 23 <br />