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<br /> / t SHEETING SCHEDULE
<br /> U rl �� L L V > I� - 1 -- TYPE - COLOR GA.
<br /> ROOF PANEL HR Need Color 26
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<br /> EVef^�tt, WA 7 9U r1
<br /> i — WALL PANEL --
<br /> • GENERAL STRUCTURAL NOTES LINER PANE
<br /> ,SOFFIT PANEL
<br /> 2. RAKE/EAVE TRIM Need Color 26
<br /> Roof Solar P net Load N/A tY'UCturGl Steel ,
<br /> 1. IBC 18
<br /> D. Bolted Connectors, WALL TRIM Need Color
<br /> - aterial• i Use ASTM A325N bolts for hot ralleo stair?, to steel (e.g. girder to column, - -- - - - .
<br /> Sol ¢ i Angles, Plates, and Channels ASTM A36 (Fy - 36 k.s.i) rafter to column/cap plate, beam to beam, etc.) connections unless CORNER TRIM Need Color
<br /> A. Dead Load � 2.000
<br /> Roof Collateral Load 1
<br /> i. Wide Flanges ASTM A99? (Fy = 50 ks.iJ' noted otherwise in the drawings. All connections shall conform to the JAMB/HEAD TRIM _ Need Color
<br /> B. Total Floor Dead Load- N/A 6. Tubes MS): ASTM A500, Grade B (F y 46 k.s..) RCSC 'Specification For Structural .Joints Using ASTM A325 or A490 Botts' GUTTER
<br /> Floor Dead Load------ - ---- N/A v. Pipes. ASTM A53, Grade B (Fy - 35 k.s.i) ii A325 bolts shall be pretensloneo using an acceptable method such as — - — 26
<br /> Floor Collateral Load• N/A -ABOVE -BELOW B. Fabrication and construction shall comply with the latest edition of the 'turn of the Nut'as per the RCSC Specifics(ion Sec lion 8.2 at all 8-bolt _C.Roof Live Load 20.00 Following Codes and Standards: wide flange to wide flange ridge and haunch Conner bons only. DRAWING RECORD
<br /> D. floor Live Load N/A i American Institute of Steel Construction (AISC) 'Specification for iii. All other A325 baits shall be ruily tightened to the 'Snug Tight' condition _F. Roof Snow Load Data Structural Steel Buildings.'(360-10) in accordance with the RCSC Specification Sec tram BJ DESCRIPTION_ PAGE NO
<br /> Ground Snow Load P g
<br /> •-- 25 C Provide full height web stiffener plates to each side of all beams bearing on .
<br /> Flat roof Snow Load P 25 iii AISC 'Seismic Provisions for Structural Steel Buildings,' including
<br /> Exposure Factor C e LOU supplement No. i (341 10) top of columns Plate thickness shall match the Thickness of the bean web
<br /> Importmxe lactor I 1,00 iii. AISC 'Code of Standard Practice' except that the thickness need not exceed q' unless noted otherwise or Anchor Bolt Plan1
<br /> hernal tailor ( - 1.20 iv. RCSC 'Specification for Structural Joints Using ASTM A325 or A490 Bolts.' drawings. Anchor Bolt Details 2
<br /> Slope factor -- 1.00 v Steel Joist Institute (SJI), 'Standard Specifications and Code of Standard F All structural steel, except prates embedded in concrete or masonry, to hove _
<br /> F. Wind Design Data Practice' one coat (mint of gray shop primer, L5 mil minimum thickness. Anchor Bolt Reactions 3
<br /> Ultimate Design Wind Speed V uTr 9/ vi American Welding Society (AWS), Structural Welding Coo, (specific items oo G. Cold farmed Girls S Purtins __
<br /> Nominal Design Wind Speed V nail GB
<br /> not apply when they conflict with the AISC req✓iremerts) r All cold formed tees and tees shall be ftCl standard or equal. Roof Framing„ All girt and puNin Connection bolts shall be GR-5 or equal.
<br /> Closed/Open • Open vii. American Iron and Steel Institute(AISI), 'Specification For the Design cf
<br /> Illosfxposure- _- — B 9 H. Ilse erfet 26 gage wall panel and ilfFR 26 gage roof pane! or ?4 gage standing h_e- .Cold-Formed Steel Structural Memoers' Roof Sheeting 5
<br /> Importance- I.00 seam roof as indicated on drawings
<br /> Component 6 Cladding Max.Loads- See Reaction ` Welding: 1. Flange brace as shown by marks UB and FB to be 2'x?'x 16' angle.i Certification of Welders All shop and field welding shot! be executed by ( Lail Lndwoll Drawing 6
<br /> I Steel Stairs, Handrails, and Gunrdrnits
<br /> 6 Earthquake Design Data AWS certified welders Certification snailbe considered current if dated Design of steel stairs, handrois, and guardrails is nut by Nangia I noinPPring of texas l td.
<br /> within the past 12 months, Welders will or consdered certified if they Ingineerinq Right Lndwall Drawing
<br /> Importance lac tar 1 e 1.00 have been certified by AWS and their work records ore current within iii All stars,hanaaa,is,and guardrails shall comply with the requirements or
<br /> Mapped Spectral Parameters every six month period thereafter as required by AWS Certification and
<br /> S c 1e2 record must comply WA AWS Standards Certification and appropriatethe 2015 tB[ unless noted otherwise vi the project sperintatians. front Sidewall growing 8
<br /> ill The Fobr,cator shall be responsible for the design and certification
<br /> S I........ •••--•—••-•------ 0.43 retards mist be provided to the inspec for prior to beginning work cer on ofno
<br /> Hack Sidewall Drawing 9
<br /> Site Class D (Default) ii.Llectrodes- E 70XX or as noted otherwise r-60XX may be used for steel stows, handrails, and guardrails.including member sires and _
<br /> Design Spectral Parameters welding steel floor and roof decks. connection details Rigid Frame #1 10 -_. •
<br /> --- - 0.9? iv. See the arcnitectural plans For all stair information including, but not
<br /> S0C g iii. Minimum Welds All intersecting steel shapes which are rot board shall _ _
<br /> Sal- ---- - 0.54limited to, stair layout, dimensions, and style DetOIIS1 •
<br /> 11
<br /> Seismic Design Category - D be connected by a it min. fillet weld allaround, unless sated otherwise.
<br /> Seismic Force Resisting System - arc UCDI iv. Welded reinforcing bars snail be ASTM A706 Grade G0.
<br /> Seismic Response Coefficient C -- -- 0.?35, 0235
<br /> Response Notification Factor R-S 3..1 (CM), 3.5 (l1CBF) ,_____
<br /> Analysis Procedure FquivnlenI Lateral forte Procedure •
<br /> ill M. Frost Depth 1*- 4, iMi,cellanious
<br /> 1. Special Loads See Reactions A. The project specifications ore not superseded by the General Structural Notes
<br /> Notes and details on the drawings chat. take precedence over General -- '.
<br /> Structural Notes and typical detals. Show° any of the de tailed instructions
<br /> shown on the pains conflict with the General Structural Notes, or with each _ r
<br /> other, the strictest provisions shall govern. J
<br /> D. It is steely and the responsibility iuirin o each contractor toc Fallow all ngineer li safety
<br /> i odes and regulations during all phases of ronstruc lion. The engineer is not
<br /> engaged in,and does not supervise. construction JOB N O•.
<br /> 3. Spacial [n5pec lions C.f rection,Shoring, and Bracing •
<br /> I V
<br /> A $pei dal inspections,as required by Sir lion i/OS of the 1DC, shalt be provided i it is the contractor's responsibility to determine erection procedures and •
<br /> by an Independent agency employed by the owner unless waived by the partseque lei andtoo ensure the stability of the building and its component 1"-
<br /> building official. the contractor shall coordinate and cooperate with the Parts during Pr e.o limn.
<br /> iii It is solely the contractor's responsibility to provi°e any temporary
<br /> required inspections Items regii-'wig special inspection area shoring bracing guys,and tie downs that maybe necessary to rov,de
<br /> i. Steed Construction (AISC 360-I0 Chapter N) Y p
<br /> adequate vertical and lateral support Such material , not shown on the
<br /> a. Field welding (if any is used). drawings. Shoring and bracing shalt remain in place until all permanent AO W A /R
<br /> b. Highs teen lh bolls. � C` C'7 •
<br /> 9 members are in place and all final connections ore completed, including `. , ���i
<br /> c. Structural steel shall be fabricated by a fabricator that has been all roof and floor attachments A, --
<br /> approved by the local building department or shall have special iii The building shall not be considered stable until all connections are
<br /> inspection as per IBC 1105.2.1 performed by an approved complete. ` �+�
<br /> inspection agency. v. Teo engineer has no expo'use in, and cokes no responsibility far, `r-t� $Y OF E c�r TT � 44 p
<br /> d. Open web joists and girders (IBC Table 1705.?.3.) construction means and methods or lob site safety during construe lion i IF,Ii EL.e Z
<br /> iii Concrete Construction (IBC 1705.3) Approval of subnittols mode by true contractor which nay contain [VIEWED FOR PERMIT .�`• ,
<br /> a. Special inspections of concrete footings,grade beams, walls, and slabs information related to constructonn methods or safety Issues. or �Irtippli
<br /> are not required ins per Exceptions t, 2.3, 3, 4, 6 5 to IBC Section participation v,meetings where sutra issues night be osrusspd, span not T • tit'1705.3. Th rd party special inspection of re nForcing placement need be tuns.rued as v¢untary assumption by the engineer ar any 'espansibil ty O� 4N�\ \v •
<br /> only be performed where specifically required by the building official for safety procedures b. Special inspection of anchor rods/bolts is required per IBC Table D. Fquilrent framing loads, openings, and strut tore n any way related to st+ ALE
<br /> 1705.1 Special Inspection nay be waived subject to the approval of mechanical, plumbing,or etec:triral requirements ore Shawn for bidding J �v
<br /> the building official. purposes only. The contractor shall coordinate this information with The •
<br /> c. Special inspection of rebar welding is required(if any is used). Involved trades before proceeding with such portion of the work Excess cost
<br /> B. Special Inspector must be qualified and appr oved by local building department. related to variation n these requirements shall be borne by the appropriate AUG 16 2021
<br /> contractor.
<br /> E the contractor shall notify engineer of any variations in dimensions. REVISIONS 'Wt.,M
<br /> F. The engineer is not responsible for any deviations From Sr' MOUNTAIN VIEW
<br /> these plans unless such changes are authorized in writing by the engineer. 6310 188th ST NE A ENGINEERING, INC.
<br /> r ARLINGTON, WA 98223
<br /> STEEL BUILDINGS LIE (306) 403-4900 L_..,\ 345 Na Main St Suite A MVE doh Numher
<br /> - Brigham Gty UT 84302 XXXXXX
<br /> Built to Last" www hcisteetbuildings.com REV. DATE. Phone(435)'134-9700
<br /> • DESCRIPTION: DRAWING COVER CUSTOMER: Wilcox Construction Inc.
<br /> PROJECT:I Sunbelt Everett STREET: 7400 Hardeson Rd.
<br /> JOB NO:1- 2992 CITY, ST, ZIP: Everett, WA 98201
<br /> DWN BY:I RLG I DATE: 7/27/21 CK BY: DATE: 7/27/21 ISSUE #: DRAWING COVER PAGE
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