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<br /> GEI�IERAL REQUIREMENTS CONTRACTOR PERFORMANCE REQUIREMENTS INSPECTIONS
<br /> - �,
<br /> SUMIVIARY OF WORK DESIGN DOCUMENTS INSPECTIONS BY BUILDING OFFICIAL
<br /> Project consists of renovations to the existing education building at the Bible Baptist Church as shown on Contractor shall verify all dimensions and all conditions at the job site, including building and site The building official, upon notification, shall make structural inspections as required by local ordinance. '�� .'
<br /> these Contract Documents, used in coordination with the Architectural and other discipline's documents. conditions before commencing work, and be responsible for same. All discrepancies shall be reported to The inspection by the building official per IBC Section 110 will be separate from and in addition to the `. '
<br /> Structural renovations to include removal of a portion of the 2nd floor, reinforcement of the affected walls the Architect before proceeding with work.Any errors, ambiguities and/or omissions in the contract special inspection and structural observation mentioned subsequently.
<br /> and remaining 2nd floor diaphragm, and installation of a new stair. documents shall be reported to the Architect immediately, in writing. No work is to be started before 1 ZO 1 F1ISt AV2nUe SOutri, Suite 310
<br /> correction is made. SPECIAL INSPECTIONS S G CI t t 12, Wa s h i n g t o n 9 813 4
<br /> DEFINITIONS A Special Inspector shall be hired by the owner to perform the following special ins pections per IBC 2 0 6-4 0 2-5 1 5 6 WWW.lun dopsa h l.Com
<br /> T h e f o l l o w i n g acronyms are use d t hroug hou t t hese s truc tura l no tes: Contractor shall verify and/or coordinate all dimensioned openings and slab edges shown on the Section 1704. See the specifications for additional requirements for special inspection and testing. The
<br /> IBC - Governing code, including local amendments contract documents. Some dimensions, openings and embedded items are shown on the structural architect, structural engineer, and building department shall be furnished with copies of all inspection
<br /> SER - Structural Engineer of Record per these Contract Documents drawings. Others may be required. Refer to architectural drawings for size and location of curbs, reports and test results.
<br /> UNO - unless noted otherwise equipment pads,wall and floor openings, architectural treatment, embeds required for architectural items
<br /> ASTM -American Society for Testing and Materials and dimensions. Refer to mechanical, plumbing, electrical and fire protection drawings for size and See IBC Chapter 17: "Special Inspections and Tests" for more detailed requirements.
<br /> location of all openings for ducts, piping, conduits, etc. Submit openings to Architect for review. '
<br /> �ovERrvirv� co�E SPECIAL INSPECTIONS OF WOOD CONSTRUCTION (PER IBC 1705.5 AND �� �
<br /> All design and construction shall conform to the 2015 International Building Code and local jurisdiction Do not scale drawings. Use only field verified dimensions.When electronic plan files are provided for the �w
<br /> amendments, and to the 2015 International Existing Building Code. Contractor's detailing convenience, it shall be noted that the electronic files are not guaranteed to be 1705.�2.2� �
<br /> dimensionally accurate. The Contractor uses them at their own risk.The published paper documents are Frequency
<br /> Reference to ASTM and other standards shall refer to the latest edition designated by IBC Chapter 35. the controlling Contract Documents. Electronic files of detail sheets and notes will not be provided. Verification and Inspection Reference '
<br /> Refer to the specifications for information in addition to that covered by these structural notes and ,
<br /> drawings. CONTRACTOR-INITIATED CHANGES Continuous Periodic
<br /> Contractor-initiated changes shall be submitted in writing to the Architect for review and acceptance MOISTURE CONTENT OF WOOD-FRAMED REFER TO
<br /> DOCUMENTS prior to fabrication or construction. Changes shown on shop drawings only will not satisfy this CONSTRUCTION AT TIME OF COVER X GENERAL NOTES
<br /> Structural Documents shall be used in conjunction with Architectural Documents for all bidding and requirement.
<br /> construction. NAILING, BOLTING,ANCHORING AND OTHER FASTENING
<br /> INSPECTIONS OF COMPONENTS (SPACED 4" OC OR CLOSER)WITHIN 1705.12.2.2 Ed ucation
<br /> Drawings indicate general and typical details of construction.Typical details and general notes shall apply The Contractor shall coordinate with the buildin de artment for all buildin de artment re uired THE SEISMIC FORCE RESISTING SYSTEM, INCLUDING X � � �
<br /> g p g p a DRAG STRUTS, BRACES, HOLDOWNS, SHEAR WALLS,AND 1705.5.1 �u i I d i n
<br /> even if not specifically denoted on plans, UNO.Where conditions are not specifically indicated similar inspections. � ;�`'`,
<br /> details of construction shall be used, subject to review and approval by the Architect and the SER. DIAPHRAGMS
<br /> TEMPORARY SHORING AND BRACING R�i 1 IOV��I O� T
<br /> Existing structural information, designated as (E) on the structural drawings, has been compiled from The Contractor shall provide temporary bracing as required until all permanent connections and SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION (PER
<br /> information furnished by various sources and is not necessarily field-verified by the engineer. Dimensions stiffening have been installed.The Contractor is responsible for the strength and stability of all partially Bible Baptist Church '
<br /> relating to existing structures are intended for use as guidelines only; all dimensions shall be field-verified completed structures including but not limited to steel framing and erection aids.The Contractor shall, at IBC 1705.3� 805 West Casino Road �
<br /> by the contractor prior to start of construction. Notify the Architect of any discrepancies. their discretion, employ the aid of a licensed Structural Engineer to design all temporary bracing and Everett, WA 98204
<br /> shoring necessary to complete the work described in these contract documents.The Contractor shall be
<br /> Frequency
<br /> These Contract Documents and any materials used in preparation of them, including calculations, are the responsible for all required safety standards, safety precautions and the methods, techniques, sequences Verification and Inspection Reference
<br /> exclusive property of the SER and can be reproduced only with the permission of the SER. or procedures required in performing their work. For concrete construction refer to ACI 318 - Section Continuous Periodic
<br /> 26.11.2 "Removal of Formwork". 1. INSPECT REWFORCEMENT AND VERIFY PLACEMENT X IBC 1908.4
<br /> WARRANTY
<br /> ACI 318: � '
<br /> The SER has used that degree of care and skill ordinarily exercised under similar circumstances by SAFETY PROCEDURES 20, 252, 25.3,
<br /> members of the profession in this locale and no other warranty, either expressed or implied, is made in Contractor shall be responsible for all safety precautions and the methods, techniques, sequences or 26.6.1-3
<br /> connection with rendering professional services. procedures required to perform the contractor's work.The Structural Engineer has no overall supervisory ` •
<br /> authority or actual and/or direct responsibility for the specific working conditions at the site and/or for
<br /> OWNER RESPONSIBILITY any hazards resulting from the actions of any trade contractor.The Structural Engineer has no duty to SPECIAL INSPECTIONS OF STRUCTURAL STEEL CONSTRUCTION OTHER
<br /> The owner shall retain a Special Inspector to perform the special inspection requirements required by the inspect, supervise, note, correct, or report any health or safety deficiencies to the Owner, Contractors, or THAN SEISMIC LATERAL FORCE RESISTING SYSTEMS (PER IBC 1705.2.1) ' �
<br /> building official and as outlined in the Special Inspection section below. other entities or persons at the project site.
<br /> Frequency Building Permit
<br /> DESIGN CRITERIA RENOVATIONS �erificationandlnspection Reference
<br /> Continuous Periodic 06/01/18
<br /> BUILDING CATEGORY DEMOLITION
<br /> Structural Risk Category II Contractor shall verify all existing conditions before commencing any demolition. Shoring shall be INSPECTION OF FABRICATOR'S QUALITY CONTROL X IBC 1704.2.5 ;
<br /> installed to support existing construction as required and in a manner suitable to the work sequences. PROCEDURES AISC 360-N.2
<br /> LIVE LOADS - FLOOR AND ROOF Demolition debris shall not be allowed to damage or overload the existing structure. Limit construction REVIEW OF MATERIAL TEST REPORTS AND CERTIFICATIONS X AISC 360-N.5.2
<br /> Stairs 100 psf loading (including demolition debris) on existing floor systems to 40 psf. LISTED IN AISC SECTION N32 .=� _
<br /> INSPECTION OF WELDING STRUCTURAL STEEL: AISC 360-N.5.4
<br /> LATERAL LOADS - WIND EXISTWG CONCRETE PER AISC 360 TABLES �
<br /> Numbering below is per IBC Section 1603.1.4: Existing reinforcing shall be saved where and as noted on the plans. Saw cuttin g, if and where used, N5.4-1, -2, -3 AISC 360-N.5.5 ,
<br /> AWS D1.1
<br /> 1. Ultimate Design Wind Speed (3-second gust): VUit = 110 mph shall not cut existing reinforcing that is to be saved. '
<br /> Nominal Design Wind Speed: Vasa = 85 mph INSPECT THE FABRICATED STEEL OR ERECTED STEEL FRAME X AISC 360-N.SJ
<br /> 2. Risk Category: II • All new openings through existing walls, slabs and beams shall be accomplished by saw cutting TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN ON
<br /> 3. Wind Exposure: B wherever possible. THE CONTSTRUCTION DOCUMENTS
<br /> 4. Internal Pressure Coefficient = +/-0.18 • Contractor shall verify all existing conditions and location of inembers prior to cutting any openings.
<br /> 5. Components and Cladding: • Small round openings shall be accomplished by core drilling, if possible.
<br /> The following working loads may be used in lieu of calculations: • Where new reinforcing terminates at existing concrete, dowels epoxy grouted into existing concrete �
<br /> shall be provided to match horizontal reinforcing, unless noted otherwise on plans. .
<br /> Walls
<br /> at field - 18.08 psf ExisriN� woo� DRAWING REVISIONS s
<br /> at corner - 18.08 psf Contractor shall check for dryrot at all areas of new work. All rot shall be removed and damaged
<br /> members shall be replaced or repaired as directed by the Structural Engineer or Architect.
<br /> NO. DATE DESCRIPTION �
<br /> Additional Infa '
<br /> 6. Topographic factor: KZt = ,.o SHOP DRAWI NGS AN D SUBM ITTALS
<br /> 7. Directionality factor: Ka = 0.85
<br /> 8. Enclosure classifcation: Enclosed
<br /> SHOP DRAWING &SUBMITTAL REVIEW
<br /> 9. Gust Effect Factor: G = 0.85 The contractor must review and stamp the shop drawings &submittals for review. SER will only review
<br /> LATERAL LOADS - EARTHQUAKE submittals for items shown on SER documents. Submittals for Deferred Structural Components will receive
<br /> cursory review by SER for loads imposed on primary structure. SER will review shop drawings for general
<br /> Numbering below is per IBC Section 1603.1.5: conformance with design concept of the project and general compliance with the information given in the
<br /> 1.Risk Category: II Structural Contract Documents. Review of submittals does not constitute approval or acceptance of
<br /> 2.Seismic Importance Factor: le = 1.0 unauthorized deviation from Contract Documents. -
<br /> 3.Mapped Spectral Response Acceleration Parameters: SS = 1.436 g; S� = 0.552 g '
<br /> 4.Site Class: D; Fa = 1.0; Fv = 1.5 Corrections or comments made on shop drawings during this review do not relieve Contractor from �
<br /> 5.Design Spectral Response Acceleration Parameters: Sos = 0.958 g; S�� = 0.552 g compliance with the requirements of the plans and specifications. '
<br /> 6.Seismic Design Category: D ,
<br /> 7.Basic Seismic Force-Resisting Systems Contractor responsible for:
<br /> Vertical Elements: Light framed wood shear walls; Reviewing, approving, stamping and signing submittals prior to submittal to Architect and SER
<br /> Diaphragms: Wood sheathing rated for hsear resistance; �
<br /> • Timing submittals to allow two weeks of review time for the SER and time for corrections and/or
<br /> 8.Design Base Shear: 26 kips resubmittal
<br /> 9.Seismic Response Coefficient: C5 = 0.147 • Conformance to requirements of the Contract Documents �
<br /> 10. Response Modification Coefficient: R = 6.5 • Dimensions and quantities �
<br /> 11. Analysis Procedure: Equivalent Lateral Force Procedure • Verifying information to be confirmed or coordinated
<br /> Additional Items:
<br /> • Information solely for fabrication, safety, means, methods, techniques and sequences of construction
<br /> Building Location: 47°55'20.03" N, 122°14'40.08"W
<br /> • Coordination of all trades ` '
<br /> Building Height = 24 feet Resubmittals shall be clouded and dated for all changes to the submittal. Only clouded portions of
<br /> Redundancy Factors: resubmittal will be reviewed and SER's review stamp applies to only these areas.
<br /> North/South Direction = 1.3 '
<br /> East/West Direction = 1.3 SUBSTITUTIONS
<br /> Substitutions shall be submitted in writing prior to submittal of shop drawings. Shop drawings bearing
<br /> substitutions will be rejected. Submit engineering data to substantiate the equivalence of the proposed ��E
<br /> items.The SER's basic services contract does not include review of substitutions that require re- a � ,
<br /> engineering of the item or adjacent structure. Nor does the SER's contract cover excessive review of '�'� a� ���sf�� ' ,�'` -
<br /> proposed substitutions.The fees for making these reviews and/or redesign shall be paid by the � �w 1 '�,ti� � ,_
<br /> ��, � � � ,
<br /> Contractor. Reviews and approvals shall not be made until authorization is received. ;-r .
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<br /> SUBMITTALS :�
<br /> *0 ���1 215U?. ��`�� �. _ ,
<br /> Shop drawings and material submittals shall be submitted to the Architect and SER prior to any fabrication ��f � � 4�,
<br /> or construction for the following structural items. Submittals shall include one reproducible and one copy; SHEET INDEX � �IC� t�L ,��
<br /> reproducible will be marked and returned. If deviations, discrepancies, or conflicts between shop drawings
<br /> submittals and the contract documents are discovered either prior to or after shop drawing submittals are 5001 STRUCTURAL GENERAL NOTES
<br /> processed by the SER, the Contract Documents control and shall be followed. 5002 STRUCTURAL GENERAL NOTES
<br /> 5101 PARTIAL PLANS & DETAILS
<br /> • Concrete mix designs 5601 STRUCTURAL WOOD DETAILS
<br /> • Reinforcing bar mill certificates shall be available upon request 5602 STRUCTURAL WOOD DETAILS p
<br /> Structural steel registration/certification or quality control inspection records ST R U CT U RAL
<br /> � • Structural steel shop drawings
<br /> N • Glued laminated members (certificates shall be on site and be available upon request) `"� ♦'
<br /> • Engineered wood beams (certificates shall be on site and be available upon request) G E N E RAL N OTE S �
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