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-- GENERAL NOTES -- -- GENERAL NOTES -- -- STRUCTURAL STEEL --
<br /> p j providing supportcanopiesbeing productsREFERENCED STANDARDS: Fabrication, erection and dimensional
<br /> This project consists of rovidin structural for two 14 DELIVERY, STORAGE AND HANDLING: All shall be delivered, 1
<br /> added to an existing metal building. The work shown in these drawings stored, and handled according to the Manufacturer's recommendations tolerances of structural steel members shall be in accordance with
<br /> does not modify the existing building's lateral system or wind profile and and installation instructions. Protect all items from damage, moisture, AISC 303-16 "Code of Standard Practice for Steel Buildings and
<br /> the added seismic load does not create more than a 10% increase in corrosion, or other deterioration before, during and after installation. Bridges" and ASTM A6.
<br /> demand. No further analysis or alterations are required per 2018 IEBC 15 COPYRIGHT: These drawings, and all designs show ith• these 2 MATERIALS (unless otherwise noted on drawings)
<br /> Section 502.5. drawings, are copyrighted by Kingworks Structural E �e •li[..o - Hollow Structural Sections (HSS): A500 Grade C, Rectangular
<br /> 1 DESIGN BASIS: Designed in accordance with the 2021 International is not permitted without written permission. The deli. - s r r- :r fy=50 ksi
<br /> Building Code (IBC). intended for this project only and may not be used on any other project o Bolts: A307 unless noted otherwise.
<br /> 2 RISK CATEGORY: II (per IBC Table 1604.5) for any other purpose. APR 0 1 2024
<br /> 3 CANOPY DESIGN LOADS - - Welding Electrodes: E70XX
<br /> CITY OF EVERETT - Angles / Channels / Plates / Rods / Miscellaneous: ASTM A36
<br /> The canopy manufacturer used the following design loads to design the All welding and provided connection reactions to KW for our design of the Permit Services 3 WELDING: to be performed by qualified welders and
<br /> support. shall conform to A.W.S. D1.1.
<br /> - Canopy Dead Load: Canopy Self Weight + 5 PSF Superimposed -- SPECIAL INSPECTIONS, TESTING, AND STRUCTURAL 4 PRIMING: All structural steel and miscellaneous metals shall be
<br /> OBSERVATION -- prime painted with minimum one (1) shop coat of primer (zinc-rich
<br /> - Canopy Snow Load = 39 PSF (including drift) primer at exterior applications), except where hot-dip galvanized or
<br /> - Wind Speed, V= 110 MPH /V(asd) = 85 MPH 1 STRUCTURAL OBSERVATION: KW will perform Structural Observation specified otherwise. Touch up all disturbed areas.
<br /> if required by the building official. Structural Observation is for
<br /> 4 QUALITY: Contractor shall ensure high standards of worksmanship intermittent review of general conformance to the design intent and shall 5 ERECTION: Contractor shall comply with all current OSHA/WISHA
<br /> throughout, with strict adherence to the contract documents and all be in addition to (not replacing) the third party special inspection requirements concerning steel erection. This may require additional
<br /> governing codes and standards. regimen. bolts, shims, guys, bracing, and other elements that are not detailed
<br /> 5 DESIGN RESPONSIBILITY: Kingworks is responsible only for the design 2 SPECIAL INSPECTIONS: A special inspection agency shall be retained in the Contract Documents but remain the Contractor's responsibility
<br /> of the primary structural system as shown in the contract documents. to implement.
<br /> by the owner to perform inspections according to IBC Chapter 17. The
<br /> Design of all secondary structure or non-structural elements are by others. 6 BOLT INSTALLATION: Bolts shall be snug-tightened (-ST). "-ST"
<br /> following scheduled structural special inspection and testing regimen
<br /> 6 DISCREPANCIES: Notify the Owner immediately of any discrepancies shall be cross-referenced with the IBC and its referenced standards for bolts shall be tightened as needed to bring all plies of the connection
<br /> between these notes, the contract drawings, the specification, or the more specific requirements and exceptions. Special inspection and test into firm contact, achieved by a few impacts of an impact wrench or
<br /> governing code. The Owner shall reply in writing. Any related work reports shall be submitted to the Building Official, Port of Everett, and the full effort of an iron worker using an ordinary spud wrench.
<br /> performed by the Contractor prior to receiving a reply from the Owner is at Structural Engineer in accordance with IBC 1704.2.4. 7 BOLT HOLES: Bolt holes in steel shall be 1/16" larger than bolt
<br /> the Contractor's sole risk. For purposes of bidding, the most stringent of diameter,A� , `specifically detailed otherwise.
<br /> the conflictingdocuments shall apply.
<br /> verify -- STRUCTURAL SPECIAL INSPECTION SCHEDULE -- "`Ii`e or s PLANN PLANNING U V
<br /> ppy ty, Planning
<br /> 7 VERIFICATIONS: Verifyall existingconditions; all dimensions in the
<br /> field; notify the Owner of any discrepancies, substandard existing FREQUENCY __ • 3 2 ,r, 2 y
<br /> conditions, or conditions not included in or contrary to the Contract (C=continuous, REFERENCE (2018 Name DATE:
<br /> Documents prior to shop drawing submittal or construction. STRUCTURAL ITEM P=periodic) IBC Section, uon)
<br /> 8 DRAWING COORDINATION: Coordinate the structural drawings with the 1 STEEL 1705.2, 1705.12.1
<br /> existing building drawings and the canopy drawings. - Material Verification - Steel P AISC 360-16 Chap N Permit#: B2403-134
<br /> 9 COMPLETED FORM: The structure shown in these drawings is designed Members ,� Site Address: 1130 W MARINE VIEW DR STE A
<br /> to be stable and to resist the loads above onlyin a fullycompleted form. �� Owner: EVERETT PORT OF
<br /> p - Weld Filler Material Verification P AISC 360-16 Chap N �
<br /> Q' Tenant: MARITIME INSTITUTE
<br /> Contractor shall ensure that the structure is adequately braced and shored - Single Pass Fillet Welds <_ 5/16 P AISC 360-16 ChapN ��
<br /> during construction for all temporary loads until all elements are in place, g J 2Q PeApp. Date: 3/19/2024
<br /> �(j 0` Permit Type: COMMERCIAL BUILDING
<br /> and shall ensure that temporary loadings do not exceed the allowable '1 t7 V <( Subtype: ACCESSORY STRUCTURE(COMMERCIAL)
<br /> capacity of any structural elements both before and after these elements ^ . . ,V.. i V 1 O Q
<br /> are in place. ! �.`yA` Description: INSTALL TWO 14'X 4'TIE-BACK STEEL
<br /> I r1( G �V �tG'� TUBING CANOPIES AT CUSTOMER
<br /> 10 MEANS AND METHODS: Contractor is solely responsible for site safety, MAR 19 2024 .1 J� CelZat ENTRANCES
<br /> coordination, procedures, construction methodology, shoring, bracing, Cl� � ,.�y ,GF. �•,
<br /> sequencing, and all other"means and methods" of construction except L -`I OF EVERETT �° `. ` F��eviewed By: Date:����y
<br /> R i-c;rrtit Services \� �`35,• P�►�O
<br /> where specifically shown in the Contract Documents. o a� '' �. office Set Job Site Set
<br /> 11 PROTECTION AND BRACING: Contractor is solely responsible for the /',o '���i QO Fc ,��;� -
<br /> protection of existingbuildings, utilities, streets, equipment, etc. during7; 41 �'b S� `� �`' r `'�S
<br /> g p '�' � "- '��� ������F. N ��'� STRUCTURAL NOTES
<br /> construction. Provide temporary bracing and protection as required. II �=� 4' - K I N G WO R KS PQ �G ZD ��
<br /> ri sj >.
<br /> 12 SCALING: Do not scale drawings. � POE Maritime Building Canopies
<br /> 13 ALTERATIONS: Any holes or other alterations to the structure which are \ /o3/o5/2o4
<br /> STRUCTURALProject number 23223
<br /> not specifically detailed on the Contract Drawings shall be submitted to the cL :1III ENGINEERS Q� Date 5-MAR-2024 S 1 .1
<br /> engineer for approval. SSIONAL - Drawn by THeidersdorf
<br /> g pp 600 Dupont St,Suite B 360.714.8260
<br /> TNIS ELE�c RDNIE!�! EIGNA DRE IE Bellingham,WA 98225 www.king-works.com Checked by BJohnson Scale
<br /> APPLIED WITHIN AN ELECTRONIC DOCUMENT.
<br /> A DICIT�ToNAT6SDoE Ar DNE ©copyright Kingworks Structural Engineers PLLC:2024 3/5/20241:11:14 PM
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