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A I B I C I D I E I F I G I H I J I K
<br /> GENERAL REQUIREMENTS CONTRACTOR PERFORMANCE REQUIREMENTS SHOP DRAWINGS AND SUBMITTALS (continued) INSPECTIONS (continued) ' .
<br /> SUMMARY OF WORK DESIGN DOCUMENTS DEFERRED STRUCTURAL COMPONENTS SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION(PER IBC 1705.3)
<br /> Project consists of new construction as shown on these Contract Documents used In coordination with the Contractor shall verify all dimensions and all conditions at the jab site,including building and site conditions Components referred to as Deferred Structural Components shall comply with these notes.These elements have 1
<br /> Architectural and other discipline's documents. before commencing work and be responsible for same.All discrepancies shall be reported to the Architect before not been permitted under the base building application.The Contractor will be required to submit the Frequency I
<br /> proceeding with work.Any errors,ambiguities and/or omissions in the contract documents shall be reported to component system documents to the building official for approval.The documents shall be stamped and signed Verification and Inspection _.....-- Reference I
<br /> DEFINITIONS the Architect immediately,in writing.No work is to be started before correction is made. by an engineer licensed by the state where the project is located.The deferred structural components shall not Continuous Periodic
<br /> The following acronyms are used throughout these structural noter, be installed until the design and submittal documents have been approved by the building official.
<br /> IBC-Governing code,including local amendments Contractor shall verify and/or coordinate all dimensioned openings and slab edges shown on the contract 1. INSPECT REINFORCEMENT AND VERIFY PLACEMENT X IBC 1908.4 •
<br /> SER-Structural Engineer of Record per these Contract Documents documents.Some dimensions,openings and embedded items are shown on the structural drawings.Others may Prior to building department submittal,the deferred structural components submittals shall receive cursory ACt 318: ����
<br /> UNO-unless noted otherwise be required-Refer to architectural drawings for size and location of curbs,equipment pads,wall and floor revistructure ew by SER for loads imposed on primary structure and general conformance with design concept of the 20,25.Z 253,-.
<br /> ASTM-American Society for Testing and Materials openings,architectural treatment,embeds required for architectural items and dimensions.Refer to mechanical, project and general compliance with the information given in the Structural Contract Documents Review of P T I I--------------
<br /> plumbing, 7 d 1 f'1 fC71._!
<br /> electrical and fire protection drawings for size and location of all openings for ducts,piping,conduits, submittals does not constitute approval or acceptance of unauthorized deviation from Contract Documents. 2. INSPECTION OF ANCHORS CAS N CONCRETE X AC 318.1.&2 e8 9 9 p
<br /> GOVERNING CODE etc.Submit openings to Architect for review. Submittals of contractor-designed components shall include the designing professional engineer's stamp and --------------•-
<br /> All design and construction shall conform to the 2018 International Building Code and local jurisdiction signature,as noted above.The submittal shall be approved by the component vendor prior to review by the SER, 3. INSPECTION OF ANCHORS AND REINFORCING BAR
<br /> amendments. Do not scale drawings.Use only field verified dimensions.When electronic plan files are provided for the The designing professional is responsible for code conformance and all necessary connections not specifically POST-INSTALLED IN HARDENED CONCRETE MEMBERS: il
<br /> Contractors detailing convenience,It shall be noted that the electronic files are not guaranteed to be called out on architectural or structural contract documents.
<br /> Reference to ASTM and other standards shall refer to the latest edition designated by IBC Chapter 35,Refer to dimensionally accurate.The Contractor uses them at their own risk The published paper documents are the a- ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR % ACI 318:17.82A 2
<br /> the specifications for information in addition to that covered by these structural notes and drawings. controlling Contract Documents.Electronic files of detail sheets and notes will not be provided. Submittals shall include details of connections to primary structure that indicate magnitude and direction of all UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED
<br /> loads imposed at point of connection.Design criteria shall be provided with submittal and calculations shall be TENSION LOADS
<br /> DOCUMENTS CONTRACTOR-INITIATED CHANGES made available upon request b. MECHANICAL ANCHORS,ADHESIVE ANCHORS AND X ACI 318:17.8.2
<br /> Structural Documents shall be used in conjunction with Architectural Documents for all bidding and construction. Contractor-Initiated changes shall be submitted(n writing to the Archhect for review and acceptance prior to REINFORCING BAR NOT DEFINED IN 3a AMERICAN INSTITUTE of ARCHITECTS
<br /> fabrication or construction.Changes shown on shop drawings only will not Satisfy this requirement. The following list includes the items that are defined as Deferred Structural Components.Refer to other
<br /> Drawings indicate general and typical details of construction.Typical details and general notes shall apply even if discipline's contract documents for additional deferred components that may require structural design and 4, VERIFYING USE OF REQUIRED DESIGN MIX X IBC 1904.1,1904Z
<br /> not specifically denoted on plans,LINO.Where conditions are not specifically indicated similar details of INSPECTIONS details.Connections of these elements shall not induce torsion an structural members.Deferred Structural 1908.L 19083,
<br /> construction shall be used,subject to review and approval by the Architect and the SER. The Contractor shall coordinate with the building department for all building department required inspections. Components shall be manufactured,delivered,handled,stored,and field erected in conformance with ACI 318:CH.19,_,
<br /> instructions prepared by the component vendor.
<br /> These Contract Documents and any materials used in preparation of them,including calculations,are the TEMPORARY SHORING AND BRACING S. PRIOR TO CONCRETE PLACEMENT,FABRICATE SPECIMENS FOR- X IBC 1908.10
<br /> exclusive property of the SER and can be reproduced only with the permission of the SER. The Contractor shall provide temporary bracing as required until all permanent connections and stiffening have Deferred structural components: STRENGTH TESTS PERFORM SLUMP AND AIR CONTENT TESTS,AND ACI 318:26.4,
<br /> been installed.The Contractor is responsible for the strength and stability of all partially completed structures Open web woad joists DETERMINE THE TEMPERATURE OF THE CONCRETE 26.12
<br /> WARRANTY including but not limited to concrete or masonry walls,steel framing and erection aids.The Contractor shall,at PI od w 'fists ASTM C172.C31...
<br /> The SER has used that degree of are and skill ordinarily exercised under similar circumstances by members of their discretion,employ the aid of a licensed Structural Engineer to design all temporary bracing and shoring rdr tsar b rs,and wall mounted shower seats
<br /> the profession in this locale and no other warranty.either expressed or implied,Ls made in connection with necessary to complete the work described(n these contract documents.The Contractor shall be responsible for Prein ,actured guards 6. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR X IBC 1908.6.1908.7,
<br /> rendering professional services. all required safety standards,safety precautions and the methods,techniques,sequences or procedures required Fall ain in
<br /> (� PROPER APPLICATION TECHNIQUE$ 1908.8-.
<br /> in performing their work For concrete construction refer to ACI 318-Section 26.11.2"Removal of Formwatk'. .rage rac
<br /> OWNER RESPONSIBILITY Attachments for mechanical and electrical components to structure 7. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND % IBC 19D&9 HELIX DESIGN GROUP,INC
<br /> The owner shall retain a Special Inspector to perform the special inspection requirements required by the SAFETY PROCEDURES Pre-engineered metal building TECHNIQUES Act 318:265.3-...
<br /> building official and as outlined in the Special Inspection section below. Contractor shall be responsible for all safety precautions and the methods,techniques,sequences or procedures
<br /> required to perform the contractor's work.The Structural Engineer has no overall supervisory authority or actual INSPECTIONS S. VERIFICATION OF IN-SITU CONCRETE STRENGTH PRIOR TO X ACI 318:26,11.2
<br /> DESIGN CRITERIA and/or direct responsibility for the specific working conditions at the she and/or for any hazards resulting from REMOVAL OF SHORES AND FORMS FROM BEAMS AND...
<br /> the actions of any trade contractor,The Structural Engineer has no duty to inspect,supervise,note.correct,or INSPECTIONS BY BUILDING OFFICIAL `- UND
<br /> BUILDING CATEGORY p Y lY p project g p p required y 9. INSPECT FORMWORK FOR SHAPE,LOCATION AND DIMENSIONS OF X ACI 318:
<br /> report an health or sate deficiencies to the Owner,Contractors,or other endues or arsons at the ra'ect site. The building official,upon notification,shall make structural Inspections as re u red b local ordinance.The ah'c�--
<br /> Structural Risk Category II Inspection by the building official per IBC Section 110 will be separate from and in addition to the special THE CONCRETE BEING FORMED 26.11.1.2(b) 4 p SAHL
<br /> Importance factors for snow and seismic are listed with the loading criteria.
<br /> BUILDING M OV EM ENT inspection and strucuml observation mentioned subsequently. -
<br /> LIVE LOADS-FLOOR AND ROOF All non-structural wall connections shall account for construction tolerances,column Shorteningand beam SPECIAL INSPECTIONS SPECIAL INSPECTIONS OF STRUCTURAL STEEL CONSTRUCTION OTHER THAN 1201 First Avenue South,Suite 310
<br /> A Special Inspector shall be hired by the owner to perform the following special inspections per IBC Section 1704. Seattle,Washington 98134
<br /> Uve loads indicated with•are reducible per IBC deflections.In addition,all design components shall accommodate a typical vertical movement at each floor of SEISMIC LATERAL FORCE RESISTING SYSTEMS(PER IBC 1705.2,1) 206.4MSISS wwwlundapsald.eom
<br /> Partition loading has been added per IBC 3/4"due to variable live loading.This displacement will occur at the free end of cantilever beams and at midspan See the specifications for additional requirements for special inspection and testing.The architect,strrctural
<br /> of simple span beams.Non-structural walls shall accommodate typical lateral movements of 1/2"between
<br /> engineer,and building department shall be furnished with copies of all inspection reports and test results. Frequency Office Buildings: adjacent floors perpendicular and/or parallel to the wall. Verification and Inspection Reference
<br /> Each contractor responsible for the construction of a seismic force resisting System,designated seismic system, P
<br /> Lobbies and first floor corridors 100 psf Continuous Periodic
<br /> .r component listed in the statement of special inspections shall submit a wdtten statement of responsibility to OY1N PAU<
<br /> Offices 50 psf Wall attachments shall not apply any lateral loads to the bottom flange of beams.If attachment n k made to the 1 cos g
<br /> Ps :1 bottom of beams,additional Inclined struts bracing the bottom flange or other equivalent meant to counteract the building official and the owner prior to the commencement of work on the system or component The INSPECTION OF FABRICATOR'S QUALITY CONTROL PROCEDURES X IBC 1704.7.5 �R M
<br /> Corridors above first floor 80 f .. a
<br /> written statement shall be in accordance with IBC Section 170A.4. AISC 360•N.2 -a`
<br /> Cor red I Ica, ) Ibs this force shall be provided by the Contractor. « �x x
<br /> artition I dinq�s REVIEW OF MATERIAL TEST REPORTS AND CERTIFICATIONS LISTED X AISC 360-NS2 :•
<br /> Handrails,,uardra;ls 60 plf uniform).2 O lbs(con entrated) See IBC Chapter 17:"Special Inspections and Tests"for more detailed requirements IN AISC SECTION N3.2 5 ¢
<br /> SHOP DRAWINGS AND SUBMITTALS -- ------------.-----_------- ----_-- - --- 4.1"�,`
<br /> OF WELDING STRUCTURAL STEEL:-W AISC 360-N.5.4
<br /> LIVE LOADS-SNOW SPECIAL INSPECTIONS AND TESTS OF SOILS PER IBC 1705.6) PER AISC 360 TABLES AISC 360-N.SS �Tthtn,st.c`•'s��
<br /> SHOP DRAWING&SUBMITTAL REVIEW(including Deferred Structural Components)
<br /> Numbering below is per IBC Section 160113: N5.4-1,-2,-3 AWS DI 1
<br /> 2. Snow Exposure Factor, C. =1.0
<br /> The contractor must review and stamp the shop drawings&submittals for review.SER will only review submittals
<br /> 1. Flat-Roof Snow Load: Pr = 1 psf FrequenFrequencyfor items shown on SER documents.Submittals for Deferred Structural Components will receive cursory review by Verification and Inspection Reference NONDESTRUCTIVE TESTING OF WELDED JOINTS PER AISC 360 N5.5 AISC 360-N5.5 70/',�/202�
<br /> 3. Snow Importance Factor. I, =1.0 SER for loads imposed on primary structure.SER will review shop drawings for Continuous;Periodic general conformance with design AWS D1.1
<br /> 4. Thermal Factor. G =1.0 concept of the project and general compliance with the information given in the Structural Contract Documents. 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE i % INSPECT THE FABRICATED STEEL OR ERECTED STEEL FRAME TO X AISC 360-N.5.7
<br /> Review of submittals does not constitute approval or acceptance of unauthorized deviation from Contract ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY VERIFY COMPLIANCE WITH THE DETAILS SHOWN ON THE
<br /> Additional Items: Documents. CONTSTRUCTION DOCUMENTS
<br /> Ground Snow Load: Pa =15 psf L VERIFY THAT EXCAVATIONS ARE EXTENDED TO PROPER DEPTH X
<br /> Corrections or comments made on shop drawings during this review do not relieve Contractor from compliance AND HAVE REACHED PROPER MATERIAL INSPECTION DURING THE PLACEMENT OF ANCHOR RODS AND X AISC 360-N5.7
<br /> Snow drifting load per IBC w"ground snow load OTHER EMBEDMENT$SUPPORTING STRUCTURAL STEEL
<br /> Minimum uniform roof snow load=25 psf with the requirements of the plans and specifications.
<br /> 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL X 6
<br /> LATERAL LOADS-WIND Contractor responsible for; MATERIALS
<br /> Numbering below is per IBC Section 1603.1,4; Reviewing,approving,stamping and signing submittals prior to submittal to Architect and SER
<br /> 1. Ultimate Design Wind Speed(3-second gust):Vvs=98mph Tiimingsubmhtalsto allow two weeks of review time for The SER and time for corrections and/or resubmittal 4. VERIFY USE OF PROPER MATERIALS,DENSITIES AND LIFT X SPECIAL INSPECTIONS OF MASONRY CONSTRUCTION,LEVEL 2(PER ISC 1705.4)
<br /> n uirem Conformance to requirements of theContract D onracocuments THICKNESSES DURING PLACEMENT AND COMPACTION OF
<br /> Nominal Design Wind Speed: V„a= 76 mpht Frequency
<br /> iti d i mensons an quantities COMPACTED FILL � Verification and Inspection Reference t ---
<br /> 2. Risk Category:II Di Cont. Periodic
<br /> Verifying Information to be confirmed car coordinated
<br /> 3. Wind Exposure: B S. PRIOR TO PLACEMENT OF COMPACTED FILL.OBSERVE ! X
<br /> 4. Internal Pressure Coefficient=•/-0.18 Information solely for fabrication,safety,means,methods,techniques and sequences of construction SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED Verification of slump flaw and visual stability index(VSq as delivered to the X TMS 602:
<br /> S.
<br /> Components and Cladding: Coordination of all trades PROPERLY project site for self-consolidating grout T93,1,5,1.6.3
<br /> The following working loads may be used in lieu of calculations(zones per ASCE 7-16 Table 30.6-2): Verification of fm prior to construction,except where specifically exempted X TMS 602:
<br /> Resubmittals shall be clouded and dated for all changes to the submittal.Only clouded portions of resubmittal b the code TB3,1AB
<br /> Pressure(PSF) will be reviewed and SER's review stamp applies to only these areas. SPECIAL INSPECTIONS OF WOOD CONSTRUCTION(PER IBC 1705.5 AND r STRUCTURAL
<br /> Verify compliance with the approved submittals X TMS 602:7.5
<br /> Location Z°nr (1005q Ft) SUBSTITUTIONS 17os.1 z.z) 7 GENERAL
<br /> Service Ultimata Substitutions shall be submitted in writing prior to submittal of shop drawings.Shop drawings bearing As masonry construction begins,verify that the following are in compliance:
<br /> 1' -10.0/+10,0 .16.0/+16.0 substitutions will be rejected.Submit engineering data to substantiate the equivalence of the proposed hems.The Frequency NOTES
<br /> SER'S basic services contract does not include review of substitutions that require re-engineering of the item or Verification and Inspection Reference Proportions of site-prepared mortar X TMS 602:2.1,
<br /> 1 -12.5/+10.0 -20.9/+16.0 adjacent structure.Nor does the SER's contract cover excessive review of proposed substitutions.The fees for Continuous Periodic 2.6A,2.6C
<br /> ROOF
<br /> 2 -16.6/.10.0 -27.7/+16.0 making these reviews and/or redesign shall be paid by the Contractor.Reviews and approvals shall not he made Grade.type and size of reinforcement,connectors,and anchor bolts % TMS 602:3A,31A
<br /> +- - until authorization is received. MOISTURE CONTENT OF WOOD-FRAMED CONSTRUCTION AT REFER TO
<br /> 3� -19.8/+10.0 -333/+16.0 TIME OF COVER X GENERAL NOTES
<br /> 4 -10.0/+10.0 -16.0/+1&D SUBMITTALS -'---'----"'--- - Prior to grouting,verify that the following are in compliance:
<br /> WALLS ---- Shop drawings and material submittals shall be submitted to the Architect and SER prior to any fabrication or NAILING,BOLTING,ANCHORING AND OTHER FASTENING OF •Grout space % TMS 60 3.2F
<br /> 3.2D,
<br /> 5 -10.0/+1G0 -1&0/+16.0 construction for the following structural items.Submittals shall include one reproducible and one copy, COMPONENTS(SPACED 4"OC OR CLOSER)WITHIN THE X 1705.12.2.2 Additional Info: reproducible will be marked and returned.if deviations,discrepancies.or conflicts between shop drawings SEISMIC FORCE RESISTING SYSTEM,INCLUDING DRAG STRUTS 1705.5.1 Placement of reinforcement,connectors,and anchor bolts X TMS 402:6.1,
<br /> 6. Topographic factor. Kr,=1.0
<br /> submittals and the contract documents are discovered either prior to or after shop drawing submittals are BRACES,HOLDOWNS,SHEAR WALLS,AND DIAPHRAGMS 6.3.1,63.6.63.7 nality factor. Ka-0.85 processed by tl1e SER 8
<br /> TMS 602:
<br /> 7. Directio the Contract Documents control and shall he followed. -- ------- -- 3,2E,3A
<br /> 8. Ground Elevation Factor, K.=toil FIELD GLUING OPERATIONS OF ELEMENTS WITHIN THE X 1705.121.1
<br /> 9, Enclosure classification: Enclosed Construction sequence description SEISMIC FORCE RESISTING SYSTEM Proportions of site-prepared grout X TMS 602:
<br /> 10.Gust Effect factor, G=0.85 Contractor quality control testing procedures when required in specifications 2.6B,24G.1.b
<br /> Concrete mix Resigns ---------------- .....___ __....... _.._.._...._...._...._
<br /> 11-Analysis procedure: Directional Verify during construction:
<br /> Concrete construction joint plans
<br /> LATERAL LOADS-EARTHQUAKE Materials and procedures with the approved submittals X TMS 602,IS
<br /> Numbering below is per IBC Section 1603.1.5: Concrete accessories material specification,size card location Placement of masonry units and mortarjoint construction X TMS 602:3.3B REVISION DATE
<br /> 1.Risk Category,II Reinforcing bar shop drawings and placing plans
<br /> 9 ry •Size and location of structural elements X TMS 6D2:33F 1 PERMIT REV.1 02A4.23
<br /> 2.Seismic Importance Factor: I.=1.0 Reinforcing bar mill certificates shall be available upon request
<br /> 3.Mapped Spectral Response Acceleration Parameters:S,=1398 g; St-0.498 g Non-shrink grout material specifications and manufacturer's installation recommendations Type,size and location of anchors,Including other details of anchorage X TMS 402:
<br /> 4.Site Class: D, Fa=1 A, Fv-1.8 Fabrication shop AISC Certification of masonry to structural members,frames,or other construction 1.2.1(e),62.1.
<br /> 5,Design Spectral Response Acceleration Parameters: Sas=0.932 g Sn1=0.598 g Structural steel registration/certification or quality control inspection records 63.1 C1
<br /> 6,Seismic Design Category. D Structural steel shop and erection drawings Preparation,construction,and protection of masonry during cold weather X TMS 602:1.8C 7
<br /> 7.Basic Seismic Force-ResistingSystems; Welding Procedure Specifications
<br /> y Glued laminated members(certificates shall be on site and be available upon request) (temperature below 40'0 or hot weather(temperature above 90'q 1.8D
<br /> Vertical Elements:Wood framed shear walls; Engineered wood beams(certificates shall be on site and be available upon request
<br /> Diaphragms: Wood framed plywood diaphragm; Deferred Structural Components listed below t z'{y
<br /> &Design Base Shear, 42 kips p T / OF e/F•1^.s T Placement of grout is in compliance X TMS 602:3.5,3.6C
<br /> O.
<br /> 9.Seismic Response Coefficient Cs=0.143 Certificate of conformance for welding material,Including supplemental notch toughness requirements ' V1 �• _- DATE JOB-01
<br /> p (� ^ r j 1 0/14;2022 21-133-0t
<br /> 10,Response Modification Coefficient R=6.5 V r (^7 Observe preparation of grout specimens,mortar specimens,and/or prisms % TMS W2:
<br /> 11.Analysis Procedure:Equivalent lateral Force Procedure f ��1, J 1 U L\ - - .4 AA
<br /> Additional Items: 148.7 c3,
<br /> Building Location:47.9047•N,-122.2695'W 1,483,1ABA
<br /> Building Height =28 feet
<br /> Redundancy Factors: C002
<br /> North/South Direction=1.0 1 I O J
<br /> Easf/West Direction -1.0
<br /> DRAWING NO.
<br /> HELIX DESIGN GROUP,INC.:11 pith
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