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COM2021-00007 Hot Pit Bld B - COM Application - 12/1/2020
MASON COUNTY COMMUNITY SERVICES Permit No: 6Cr PERMIT ASSISTANCE CENTER: •BUILDING•PLANNING•PUBLIC HEALTH•FIRE MARSHAL 615 W.Alder Street,Shelton,WA 98584 � . Phone Shelton:(360)427-9670 ext 352•Fax:(360)427-7798 Phone Bellair.(360)275-4467•Phone Elma:(360)482-5269f#� BUILDING PERMIT APPLICATION PROPERTY OWNER INFORMATION: CONTRACTOR INFORMAqfi x' L v «I! ql NAME:Ridge Motorsports Park NAME:Ridge Motorsports Park Qot- MAILING ADDRESS:PO Box 2467 MAILING ADDRESS:PO Box 2467 T �� CITY:Shelton STATE:WA ZIP:98584 CITY:Shelton STATE:WA ZIP:98584 PHONE#1:360.427.7223 PHONE:360.427.7223 CELL: 206.900.5370 PHONE 42:206.900.5370 EMAIL:tracie@ridgemp.com EMAIL.:tracie@ddgemp.com L&I REG# EXP. J / PRIMARY CONTACT: OWNER[i GM CONTRACTOR❑ OTHER❑ NAME Tracie Schmitt EMAIL tracie@ddgemp.com MAILING ADDRESS PO Box 2467 CITY Shelton STATE WA ZIP 98584 PHONE 360.427.7223 CELL 206.900.5370 PARCEL INFORMATION: PARCEL.NUMBER(12 Digit Number) 420041000000-- L/2 c �L`/�+✓ ZONING RTC-Rural Tourist-Campground LEGAL DESCRIPTION(Abbreviated) NE NE 8,W1/2 NE FIRE DISTRICT.West Mason SITE ADDRESS 1060 West Eells Hill Road CITY Shelton DIRECTIONS TO SITE ADDRESS IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES❑ NO® SNOW LOAD: psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply): SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM TYPE OF WORK: NEW© ADDITION❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Etc.)Day of use shelter/garage,maintenance&dry storage IS USE: PRIMARY❑ SEASONAL© NUMBER OF BEDROOMS NUMBER OF BATHROOMS HEATED STRUCTURE? �, (S Tole Bldg)P YES(Part[sjo Bldg)r] NO DESCRIBE WORK_ 7'TOI+ 8(� SQUARE FOOTAGE:(proposed) Garage 1 30x160,Garage 2 30x160, 1ST FLOOR sq.ft 2ND FLOOR sq.ft 3RD FLOOR sq.ft BASEMENT sq.ft. DECK sq.ft. COVERED DECK sq.ft. STORAGE. sq.ft OTHER sq.ft GARAGE J&!�D sq.ft. Attached❑ Detached❑ CARPORT sq.ft Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC❑ SEWER❑ / NEW❑ EXISTING®No bathrooms in buildin gs. PLUMBING IN STRUCTURE? YES❑ NO® Ifyes,attach completed Water Adequacy Farm PERIMETER/FOUNDATION DRAINS PROPOSED? YES❑ NO❑ EXISTING SQ.FT. EXISTING BEDROOMS PROPOSED BEDROOMS TOTAL BEDROOMS OWNER acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below.I declare that I am the owner and I further declare that I am entitled to receive this permit and to do the work as proposed.I have obtained permission from all the necessary parties,including any easement holder or parties of interest regarding this project. The owner or legal representative,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permitlapplication becomes null&void If work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF C0� INUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT A ICATION OF 180 DA OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON ��" UN ODE 14.08.42) 12, Sign ure of OWNER LMust be signed by the OWNER) Date DEPARTMENTAL REVIEW APPROVED DATE DENILD DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH _� .. �� °�. ...�.. ��- .� 9 .__ .. s. � R�,. i h' , • 7 �' � ,_ - .._. ,\ M' ��"- .. SC� 1'-15-� CcM2,021 -000c)� THE RIDGE MOTORSPORTS PARK PLANNING 0 75 T50 3DO SECTION 4,TOWNSHIP 20 NORTH,RANGE 4 WEST,W.M. ,11,�� •iJ �.It MASON COUNTY,WASHINGTON \J I 6�i(5`v' � PLANNING: ARE MEASURED RECEIVED � 'JM THE FURTHEST EXISTING PAVED RACE TRACK FROJECT00(°,I OF THE BUILDING DEC 0 2 2020 �! - -- ------------------- __ _ It 615 VV. Alder Street \ ' ' \Y APPROVED MASON COUNTY DCD PLANNING \�' \ r --- OR=SWINE SITE PLAN REQUIRED TO BE ON SITE - CHAN S SUSJECTTO APPROVAL \\ \ 1� G BY Date _-- \` r�� INFO �+AIRPORT Rp �. -- OAOUP'A�►1ER \ \�\ 7 APPUDANr: THE RDI.Ti c sysm TELLSNEL70Ll,wA YlSE4 T - - 1060 W f!A NLL AD �•� _ _ -- - ._ PAR NDS 42004-24-WOOD,4 42004-14 00000 '- ' __ .- ADDRESS I..W SELLS NAL RD ____._.--_-_-_._--------.-____--_-__-�__................__ _--_.__ / �'�y20'i�= SHELTON•WA 9&-A4 SITE AREA 17MOS ACRES WATER GROUP'A•WATER SYSTEM SEWER: COMMERCIAL SEPTIC SYSTEM - --.--- /I �FFElIG11 DRAM PROPOSED OT PIT- GARAGES _ \ EXISTING INFILTRATION OF'xi8201 ) �� LEGEND \ TRENCH,2=370 LF ( aF 2) �: _ EXOM BIODOE - __- _ - - ��/i \ =--s�.. - \ `' '_ - i� j10,i EXISTING PROPOSED •-���---- -_-_-c.-______�_.-_-_-•_.___•__ --------- -__ - ------- ._ �____•._ -_ _-_._._____..__. _ __-_ _.__ _._. -• I --W— -w— WATER MAIN ` --- _ _ ._._._-__.ry___-._-.__.••� `, SS— —>♦— SANITARY SEWER MAIN —PM— FORCE MAIN •\\ j i �'� \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ —w— STORM MAIN INF(LTRATON millms / l/ TRENCH,'�20 LF AW -•�'EXISIING PADDOCK/" (- `fie ' / GQ-CART TRACK EXISTING \', EXPANS ON / rpm —Ro —An— ROOF DRAIN RESTROOMS r � • A ' I _`\� �` { ___--__ FOOTING DRAIN . -- _--- T--T _� WEST EELL,S FRCL 011 D ;;, _. _ \� ------- ----- `� • \ \__y�u-�J —p -.-p_ GAS UNE 1 I - �i `, \n' + POWER LINE +\`+ � �>za - __�_� - •• - _ I { � ________ _ _ ! + �+� I\ / \�� !, ' I —•-i— -.-T— TELEPHONE LINE 1 �� -'a :,so4 a.¢.8msmau sasaF:,E__ , •� 0. TV —uTv— CABLE TVLINE ROADWAY CENTERLINE i\\, +� + « ' 'y�,• :.� I "' ! ,ge e i 1'.150' GH —THE RIDGE MOTORSPORT FLAWAY UNE �Er(!AS``EMENT LINE uu RFC M1----� 1 / _I +` f STORMWATER O 84 M 4 W. W.M. JI I t IV A SHOULDER Q , p �\ +�___ I` ` L'P 10 — EDGE OF PAVEMENT 1 EX.SEPTIC -- _______ _ ___._ __...-----___._._.��_-____._-_—__��__-_-_. DRANFIELD AREA 1E)aSTING DRIVEWAY ACCESS EXISTING ADMNASTRATION BUILDING PROPOSED TRACK MAINTENANCE/AGRICULTURE BUILDING 5051100•-20 SETBACK FROM R/W CAN oar 12 4 2020 ,pg-S R Engineering RWB 14050 CIVILENMOING-LAND PLANING-UTN7E5 ALE _ MASON COUNTY. WA. ort4wuc NAME PA Ia 123 OF.(7q 71G 1 OEIMLR IR m FAX(M 7"2 N0. DATE REVISION OF 1 THE RIDGE MOTORSPORTS PARK PLANNING: ,•_,5D FEET �•�.�. ._:_'TnBACKS ARE MEASURE. 0 75® SECTION 4,TOWNSHIP 20 NORTH,RANGE 4 WEST,W.M. • r ROM THE F �.. URTHEST MASON COUNTY,WASHINGTON DUSTMD PAVED RUE 7RAac ,:� TtOt`,I OF THE BUILDmti -0000 RECEIVED DEC 0 2 2020 1t Zo21 —�uuo 615 W. Alder Street � � � _ --- ��'"'� O� -- GROUP'A'WATER J SYSTEM WELL i e i t = - W FRENCH DRAIN DRAIN PROPOSED OT PIT- DUSTING INFLTRATION GARAGES X160•TRENCH DOSIINO BRIDGE ------------ GO KART INFfLTRATION -.r-DOSTUjG PADDOCK-— _ 1FiENCF;�><2D LF U 1.2 \ DUSTING PADDOCK; 3eo'+ .� s• , , ,--- --- - \ / C.Sb•L`MT TRACC DUSTING \ D�ANSION (1 - A I �---`_``t -- -- - •5 SCALE) '' RESTROdAS 1 ` -- --- -�_____---__-------__-- - - WEST EELl,3-HELL Rit'D I 1 s7�'UT71 FUEING"�- - � _- - V, 1. 11'` F;�`•i- f----,ll aio. II 1 .f-' _ I 1 i 1`I''" - 1- //� ^ / � ` 7 _t - - � ,_-__ _ •� �``_I 1 , ` \v; ► - ti`� _ - 't �; tfe x1 1',.150' .� •BA 1\ �11` '�� � t fl tj;;,` JUA DUA EX SEPTIC ---"----- -------- --•-•-•--•--- "'--=-mac= .M.-.__ -_.-�x.�.__� - -..�------------------- — 1 ORAINFIELD AREA DUSTING DRIVEWAY ACCESS - L ADMINISTRATION BUILDING ROPOSED TRACK MAINTENANCE/AGRICULTURE BURDWG 50'100' 20'SrMACY FPOM P/W waE DAlE12/4/2020 .pa NV16EIt ' ` Engineering Rwe 14050 CIVIL ENGWEIRNG-LAND PiAWNG-UTUTES ALE °® _ MASON COUNTY,WA. o WNG NAPE FA 1.W OFF:(JR)740-NI9 WAS.M 9" FNQ(50)740-62 NO. DATE REVISION OF 1 * Structure is limited to S-1 Code- Approved vehicle parking with no exchange of major parts. Add an exit door in this • area, okay in lieu of No Fueling allowed in structure. window. Swing in direction Owner is to Provide an NFPA 72 of egress. Provide exit compliant "addressable fire alarm * No handling or storage of signage. system" under a separate permit. hazardous materials without fire The alarm system shall be dept approval. completed and finaled prior to final occupancy. * Spill kits are req WAed fo6I 8 Bay with bac windows for fire exit struct .300'. 1IP. .2V P. provide emerge cy lighting Provide Exit =emergency with battery Signage backup Change 30x160 open spac no interior wallsswing of door to direction of exit travel Man Door M n Door Fire Exit Fire Exit k .a u•. .mv. a • .tao•. av v. avv. avv. .mo•. .4r. ns a 8 Bays with garage doors for fire exit Provide Exit each door will have a fire extinguisher mounted Signage APPROVED AS NOTED _ �-- Reviewed for Code Compliance for those items RECEIVED Approved Plans as Noted listed on the application for permit. og Q 2 2020 NIA NCOUNI CONMUNEIV SERVICES Project shall comply with permit conditions as 615 W. Alder StrOPI 2A40BC Extinguishers noted on the permit. 9 locations 4 exterior COM2021-00007 The plans shall be on site at the time of the B101LOING inspection. Failure to have permit and plans on interior. site may require re-inspection. 5 Y q Any plan revisions shall be submitted and approved PRIOR to installation or field changes. Changes in Engineering Documents or Details require a letter and stamped detail unless OLF 300 sq ft pp for S-1 @ 16 people. otherwise approved. e O N O r N _ - r o PROJECT NUMBER: U20HO621 A MBMA = M E M B E R CERTIF)ED � U rr4 = 0 R PROJECT NAME: Ridge MP Hot Pit 2 CSAw47.1 PROJECT LOCATION: Shelton. WA � 8 DU/LDIM6 SYSTEMS A DNISION OF NUCOR CORPORATION CUSTOMER: D&R Communications Inc. BUILDING LOADS a Notes and Specifications DESIGN CODE: IBC 18 Building Erection Notes II o �u ROOF LIVE LOAD: 20.00 PSF MBMA OCC. CLASS: 1)The general contractor and/or erector Is rs.porulbi.to safey and property YES NO LINE LOAD REDUCIBLE Yee er t et ec the meal building .yet-In aonforrnanc.with thee.drawing.,OSHA �f FASCIA, PROJECTION: TOP OF FASCIA HEIGHT: requlnmenta and metal bunding sy tem In acnformance with thees drawFrge, PRIMARY AND SECONDARY STEEL PRIMER COLOR:RED ElX GROUND SNOW LOAD: 25.0 PSF SNOW EXP. FACTOR, Cc:1_0000 m OSHA requlremenb and either MBMA or CSA 516 etandarde pertalnln.q to proper erection.This Include.,but Is not limited to,the correct uee of temporary ROOF SHEETING, TYPE: SS 24 GAUGE,FINISH:Pearl Gray PVDF FACE PANEL, TYPE: _GAUGE,FiNISH: SNOW IMPORTANCE FACTOR, Is: 1.00 a guy.and bracing where needed for squarin9.plumbing, and securing the '_ v etrvctural and secondary framing•Secondary wall I members((girt. or ROOF PANEL CLIP TYPE: Tall BACK PANEL, TYPE: _GAUGE,FINISH: 100 YEAR RAINFALL INTENSITY (IN/HR): 4.0 dr bar joists)am not designed to funaUon as a work platform or prmid• safety Ue-off attachment In acoordancs with OSHA nyulrements. THERMAL BLOCKS: Yee EPS FOAM SPACER: NO CAP TRIM PAINTED: BASE TRIM PAINTED: WIND:110/ 85 MPH Secondary rod framing members(purnn,or bar Jd.L) are mat designed (Vult)/(V..d) to p,. d.eatety tl-off attaohnnemt In acoordo.a,with OSHA mquirsmenb. [ CLOSED SYSTEM, CLEAR UNDER SOFFIT TRIM: COMPOSITE CFR DECK, TYPE: N/A GAUGE,FINISH: C do C PRESSURES (PSF): 24 / -32 2) It I. t Ares Bolt tfyh of the nqulnrr to a era 8.- n H I.the responsibility of Ihr •rstion to enure proper bolt Hghtn•ee In SOFFIT PANEL, TYPE: _GAUGE,FINISH: EXPOSURE: C accordance with applkahb regulations.See the RCSC�p.cmcatian tar ROOF LINE TRIM, PAINTED:Brits Red PVDF $� Stnrctural Jdrd, U.Ina A325 or A490 Bits for mars Information. ILL 90 NO EXTERIOR WALL SHEETING, TYPE: CW 26 GAUGE,FINISH:Charcoal PVDF SOFFIT TRIM AT BUILDING LINE PAINTED: Th.fdlo.lnq critsrla may be used to determine the bolt Ughtn... CFR R Roof-Corset ,552 ; FIR R a Roof w/Translucent -Cone Pcnel-C No. 0 e7 n n s er (I.e., enug-tight'or•fully-pmt•nalonsd', ,ill...nqulrsd oiherel.. by EXTERIOR WALL CORNER TRIM FINISH:Charcoal PVDF [' OPEN SYSTEM, (NO SOFFIT PANEL PROVIDED) C(Tt Root-Caret No.552 ; CfR Roaf w/Translucent Penal-Corset No.5o0 local Jurisdiction or contract requirements: Compo.it. CFR Roof-Caret No. ;VR1e It Roof-Coast No.332 . Al A490 bolt..hotl be'fuA --prdmekrnd•. CLEAR UNDER FASCIA B AI A325 bolts In primary framing (rigid frames and bracing) EXTERIOR BASE TRIM, PLANTED:Charcoal PVDF SEISMIC INFORMATION Ss:1.553 S1:0.594 r3 may b.'snug-tight', .xwpt ae tolbwe FRAMED OPENING TRIM, PAINTED:Charcoal PVDF ❑ PARAPET SYSTEM $ $ i_ yy-arsball A325 bolt,m: Design Sds/Sd1: 1.242 / 0.676 Site Class: D ;g a) Bundlnq eupporta a crane eyst.m with.c.P.clty greater STRUCTURAL PARAPET ❑ NON-STRUCTURAL PARAPET than 5 tone. WALL FRAMED OPENING, SIZES: FSIH(8) 6-0"x4'-0", gill O 3-6" Seismic Imp. Factor. 1.00 Seismic Design Category: D 1 a b) Building support. machln.ry that cmates Abratlon,Impact Sa W TOP OF PARAPET HEIGHT: E1r a is ocedure_ Equivalent Lateral Force Method u R or rill or her pro on the connection..The Engineer-ot- BSW(8) 16'-0"x8�-0" + B g o Record for the praJ.ct should be consulted to.valuate nor this aondnian. LEW(1) 3'-4"x7'-2" BACKER PANEL, TYPE: _GAUGE,FINISH: Basic SFRS: Dr&M Steed Gormnt Frame. F 0ft9r1QY Steil Cone. -Braced rarTxe tTSf W o c)Tha proJ•d alt. le boated In a high eefemlc area.For 1e�r IIL IEIC-based cod«, 'High S4.mic Area'1.defined o. ❑ X CANOPY, PROJECTION: * 1 i- •,eierala Deeign Category•of V, 'E•,or'F'. See the REW(1) 3'-4'x7�-2" N_O]T�S L 1 S 'Building Load,"aectlon of thle page for the dsrin.d AT EAVE LINE ❑ BELOW FAVE ❑ 1)OOLLATE77AL DEAD LOADS,UNLESS OTHERWISE NOTED,ARE ASSUMED TO !3E eelrnlo deelgn oateyary for this project INTERIOR WALL SHEETING, TYPE: N/A -GAUGE,FINISH: UNIFORMLY DISTRIBUTED.WHEN SUSPENDED SPRINKLER SYSTEMS, LIGHTING. HVAC d)Arry conn•otlan designated In thee• dmwings ae'A325-SC'. ROOF PANEL, TYPE: GAUGE,FINISH: EQUIPMENT,a0UNG5,ETC.,ARE SUSPENDED FROM ROOF MEMBERS, CONSULT THE M.B.S. apt -Criticol (SC)'connection.mart be free of paint,on, INTERIOR CEILING LINER, TYPE: N/A GAUGE,FINISH: IF THESE CONCENTRATED LOADS E7(CEID 500 POUNDS(USING THE WEB MOUNT DETAIL) or other materiale that mduas friction at comtact surfacee. OR 2DO POUNDS(USING THE FLANGE MOUNT DETAIL),OR IF INONIDUAL MEMBERS ARE GalvamU.d on eghuy Tasted surf.-are.cceptabl.. INTERIOR WALL TRIM, PAINTED:_NA SOFFIT PANEL, TYPE: _GAUGE,FINISH: LOADED SIGNIFICANTLY MORE THAN OTHERS. C) In Canada.all A325 and A490 bolls shall be 'fully pre-ten.loned',.xapt for secondary member (purflns,9lrts, opening fmmlag, etc.) and flange brace,. YES NO SOFFIT TRIM AT BUILDING LINE PAINTED: 2)THE DESIGN OF STRUCTURAL MEMBERS SUPPORTING GRAY"LOADS IS CONTROLLED D) Secondary members dine,girl apenfnq framing, etc.) and flange broce BY THE MORE CRIIICAL EFFECT OF ROOF LIVE LOAD OR ROOF SNOW LOAD.AS comm-U.n.racy always be'snug-tight•,unI-Indloot.d ath-l-In these 1e�f CLEAR UNDER CANOPY BEAM: DETERMINED BY THE APPLICABLE CODE. dro.tnge. Ysl ❑ DOWNSPOUTS PAINTED: Charcoal PVDF GUTTERS PAINTED:Bute Red PVDF 3)The metal building suppler shall be noWl.d polar to any field modifications. EAVE EXTENSION, PROJECTiON:1'-O" 3) Pm 15 BASED ON THE MINIMUM ROOF SNOW LOUD CALCULATED PER BUILDING CODE OR Modification,shall be approved by the metal building supplier before work Ie X WALKDOORS, QUANTITY: PAINTED: ❑ THE CONTRACT SPECIFIED SNOW LOUD.WHICHEVER IS GREATER.THIS VALUE,Pm, is ONLY Q undertaken. APPLIED IN COMBINATION WITH THE DEAD AND COLLATERAL LOADS. ROOF SNOW IN OTHER 4)Common Abbreviation.: ❑ X WINDOWS: PAINTED: SOFFIT PANED TYPE: CW 26 GAUGE,FINISH: Charcoal PVDF a)TYP UNO-TypkaI Unlee.Noted Oth-I., SIM -Simlbr LOADING CONDITIONS t5 DETERMINED PER THE SPECIFIED BUILaNG CODE b SLV-Short Lag Vertk.l q HIC - Not In Contract ❑ INSULATION (NOT BY MBS), ROOF: 4 INCH WALLS: 4 INCH SOFFIT TRIM AT BUILDING LINE PAINTEO: Charcoal PVDF Z c LLV-Lamq Leg VarUcal h SL-Sta•l ure d N5 F5 -Near Sd.and Far Slde N/A-Not Applkabl. 1��f X ❑ RAKE EXTENSION, PROJECTION: 1s-0' BUILDING • OAL -Ovwll Length MRS-Metal Bunding Suppner ❑ X CRANES (SEE CRANE PLAN FOR ADDITIONAL CRANE INFORMATION) ~ 5)Conatructlan loads.hall not be placed on any arb-Aural eteel fro-il,uniee. J such from•worie Is safely balled,welded,or oth.ml-adequately.ecur.d. ❑ � MEZZANINE (SEE MEZZANINE PLAN FOR ADDITIONAL MEZZANINE INFO) SOFFIT PANEL, TYPE:CW j8_GAUGE,FiN SH: CharCool PVDF W 8)Purtlns and girt,,hall not be tied a.an anchorage paint for a fall arrest syst.m ROOF DEAD PS 3.5E = uniess wrttten approv,l I. obtained from the m.tal building -Poner. SOFFIT TRIM AT BUILDING LINE PAINTED: Charcoal PVDF F9.COL. (PS :2.00 X� U 7) Purilne may only be used an a walking/working surface when Installing edety ❑ X WALL TRANSLUCENT PANELS: 1��f - z .y%ta, after all p.mnan•nt bridging he.been I..tall.d and fall probation 1�sr E] W PARTITION WALL SHEETING SEC.COL -2.20 .m 1.provided. ElX ROOF TRANSLUCENT PANELS: SNOW Ct 1. 0 e)Con,lruction load.may be placed only within a zon.that I. within 8 feet of the center fine 0 the primary support member.CFR bundle should tea plooed directly INSULATED PANELS YES ElNOD PANEL TYPE: _GAUGE,FINISH: SNOW Cs: 1.00 � Z w aver the rigid frames. ROOF SNOW Pe PS :21.00 N J Q 9)AI nfung d.vtw must meet OSHA or MSHA standard.and In no case I.It 1g� PARTITION WALL TRIM COLOR: acceptobl.to us..tructuml members suppled by the MSS os a.proodir bar ❑ X PIPE JACKS, SIZE: QUANTITY: ROOF SNOW F4n PS :25.00 F- = F: or lifting d.Ak ❑ WIND ENCLOSURE lowed Case Christiansen co Q T ROOF FRAMED OPENINGS, SEE ROOF FRAMING PLAN FOR SIZES ❑ � WAINSCOT � Y d J WALL PANEL, TYPE: GAUGE,FINISH: B 07/27/2020 O W Z Q ElRIDGE VENTS, 10'-0' LONG X 9' THROAT. QUANTITY: - SEISMIC R: 3.25 1 have reviewed this document I NI.Wctural at.el s.ctione and welded plat.member an dWgn d In BASE TRIM PAINTED: JAMB TRIM PAINTED: SEI&W Cs: 0.383 Casey.Christiansen@nbsut.com = W aacardama.with ANSI/Asa 360$p•dfkatian.Tar Swctural Steel Bundlnq: BASE SHEAR KIPS: 24.09 d- on the CAN/CSA SIe'Imlt States Deeign of Steel Structure.;a.required by TRANSITION TRIM PAINTED: IZ U) the apealfl•d bullding cod.. W 2)AI welding.f structural steel I.b-d!on tither AWS 01.1 'Stnutural W.Idng ZE ZE J N Code- Steel'or CAN/CSA W59 'W.Ided Steel Construction (Metal Arc APPROVED AS NOTED a W Z O = ED Welding)•,a,required by the .pedned bulding code. POICLASSIC CTION MANUALS REQUIRED o w W m = 3)Al cold farmed members am dedgned In 0000rdance with ANSI/ASI S1D0 or - RECTION MANl1NS ARE SHIPPED WITH THE _ CAN/GSA S136 'S RlcaUome for the Deeign of Cold Farmed Steel Skuctural FOR OCCUPANCY RISK CATEGORY I OR II, IBC PROVISIONS O o ,I Nemb.rs',as required by the.peofled bullding cods. INDICATE THAT SINGLE-STORY BUILDINGS SHALL HAVE 'NO Reviewed for Code Compliance for those itemsILDING IN A WAREHOUSE PACKING CRATE) o � ; 06 C-) = N 4)Al welding of add formed steel Y based an AWS D1.3'Structural Wddlnq DRIFT LIMIT" PROVIDED THAT INTERIOR WALLS, PARTITIONS, listed on the application for permit. Roo ®H9700 OR ❑H8260 ❑SINGLE CURB (H9850) a o Code-Sheet Steel•or CAN/CSA W59 'Welded Steel Canstructkn (Metal Arc Welding)".a.squired by the epedried building code. CEILINGS, AND EXTERIOR WALL SYSTEMS HAVE BEEN 5)This Metal Building&pWler focllty I.IAS AC-472 Accredited and DESIGNED TO ACCOMMODATE THE SEISMIC STORY DRIFTS. F ❑H9420 OR ❑H0201 IDDOUBLE CURB (H9800) CAN/CSA A6F,c and W47.1 Certified(if applicobl•)for the de.Ign and INTERIOR WALLS, PARTITIONS, CEILINGS, OR EXTERIOR WALL Project shall comply with permit conditions as ❑VR16 II H9925 .�,pP CSl! manufacturlmg of Metal Building System.. SYSTEMS NOT PROVIDED BY THE METAL BUILDING noted on the permit. 8)N Joists are Included with this project,they are.Lopped as a part of the MANUFACTURER SHALL BE DESIGNED AND DETAILED BY eyabmu engine.rsd m re etal building and a fabe-t d In accordance with the requirements of Section 192e.758 of the OSHA safety standards for OTHERS TO ACCOMMODATE THE SEISMIC STORY DRIFTS. u al C-)steel--tion,dated January 18,2001. SEISMIC DRIFT VALUES MAY BE OBTAINED FROM THE METAL The plans shall be on site at the time of the BUILDING MANUFACTURER. inspection.Failure to have .Trait and tans on Material SMIflcations P P P D RAW I N G INDEX 52021 0 Plot, and Flange M.bwioi: THIS BUILDING SYSTEM DESIGN IS BASED ON UNIFORMLY d site may require re-inspection. Rg71 O 5- 12'Wlde,to 1 1/4'Th. A529 Grad.55 APPLYING THE CONTRACT-SPECIFIED LiVE LOAD AND ROOF 6 BuIH-Ott,Structural web IA•157721 Grad(50 or SNOWogee 1)Grade 55 SNOW LOAD. IN ADDITION, THE DESIGN IS BASED ON Approved Plans as Noted SSIta�A1. ' r 0 Hot-Rolted Structural AM or A577 Grade 50 or A992 Grad.N APPLYING A CODE-DEFINED LIVE LOAD (INCLUDING „„�.,,.�,.�,.,a,+ Any plan revisions shall be submitted and COVERSHEET C1. C2. C3 N Structural Tube A500 Grade B(46 K51) APPUCA13LE REDUCTIONS) AND A CODE-DEFINED SNOW LOAD approved PRIOR to installation or field changes. ANCHOR BOLT DRAWINGS F1. F2 07/27 2020 O structural Plea A500 Grade a 42 KS (BASED ON CONTRACT-SPECIFIED GROUND SNOW) FOR ALL C Cold-Formed Structural A1011 or A1039 SS(or HSLAS cla.. 1)or A853 Grade 55 PARTIAL LOADING AND UNBALANCED SNOW LOAD CONDITIONS. Changes In Engineering Documents or Details COLUMN BASE REACTIONS F2 `93_: _5 „a = G Thru-Fastened Roof Pon.l A792 Grade 80 €'E`o standing Seam Root Panel A792 Grade 50,ail.. 1 require a letter and stamped detail unless smUcT(JRA/SHEETING DRAWINGS E1. E2. E3. E4, E5, E6. E7. E8 O Al Wall Panel Prone. A653 God.80,ail.. 1 ar A792 Grade 80,pose 1 ._ Rod B-Ing A52fl Grade SO otherwise approved. >$ 3r`B� ooaa � U WId■ AWS 01.1/01.3 on CSA W'59 Per Building Cod. o Mason County Permitting -"� =w�o�a� ° High-Strength Bib A325 Type I or A490 Type 1 H...y He. DETAILS �" Machine Kolb A307 Grade A Hex D9. D10 I-W-M M8.huc.R 8.101NG SYSTEMS a^ U �mce3„vEa�'eo5 �vOUE q�gom,'"oEn o 0 N � O� N N MBMR PROJECT NUMBER: U��H�s A - M E M 8 E R � U C v Inq PROJECT NAME: Ridge MP Hot Pit 2 CERTIFIED CSA W47.1 _ IU- M PROJECT LOCATION: Shelton, WABUILDING SYSTEMS g A MISION OF NUCOR CORPORATION CUSTOMER: D&R Communications Inc. a •s o � a � m o = STRUCTURAL OBSERVATIONS, TESTS, AND INSPECTION: 1) WHEN STRUCTURAL OBSERVATIONS ARE REQUIRED AS PER IBC 1704.6, OBSERVATIONS SHALL BE PERFORMED BY AN INDEPENDENT ENGINEERING AGENCY EMPLOYED BY THE ARCHITECT OR OWNER. 2) THE SPECIAL INSPECTOR'S DUTIES ARE AS DESCRIBED IN SPECIAL INSPECTION. THE SPECIAL INSPECTOR'S DUTIES ARE AS DESCRIBED IN IBC 1704.3 AND IBC 1705 - 3) ALL TESTS AND INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND INSPECTION AGENCY EMPLOYED BY THE OWNER OR ARCHITECT. 4) THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE TEST AND INSPECTION FIRM WITH A SCHEDULE TO FACILITATE THE PROPER COORDINATION OF WORK. 5) PORTIONS OF WORK REQUIRING SPECIAL INSPECTION: g o AGENCY RESPONSIBLE FOR INSPECTION AND TESTING TO BE NAMED BY OWNER LATER. YES NO N/A A. STRUCTURAL STEEL: 1. MILL REPORTS AND IDENTIFICATION OF STEEL (AFFIDAVIT OF COMPLIANCE) ...........................................................................................................................I.... El Elg 8 $ 8 2. � SAMPLING AND TESTING OF SPECIMENS ........................................................................................................................................................................................ ElEla' 4IJ7 B. WELDING: � 1. ALL STRUCTURAL WELDING (INCLUDES DECKING AND WELDED STUDS), EXCEPT WELDING IN APPROVED SHOPS PER IBC 1704.2.2 ....................................... ❑ ❑ ; $ �gv 2. ULTRASONIC TESTING OF FULL PENETRATION WELD CONNECTIONS AT MOMENT FRAMES, BRACED FRAMES, BEAM SPLICES, AND FIELD WELDS. .................... ❑ / ❑ , r �-W�W;W 3. STRUCTURAL LIGHT GAGE METAL FRAME WELDING ......................................................................................................................................................................... ❑ ■ El rpW $ C. BOLTING: 1. HIGH STRENGTH BOLT A325SC AND A490SC (PRETENSION VERIFICATION) ......................................................................................................................................... ■ ❑ ❑ 2. HIGH STRENGTH BOLT A325N AND A49OX (PER COVER SHEET NOTES) ....................................................................................................................................... N ❑ ❑ 3. EXPANSION/ADHESIVE ANCHORS IN CONCRETE OR MASONRY ..............................................................,....................................................................................... 0 ❑ ❑ Q Z Special Inspection Requirements Apply J W See Attached S ecial Ins ection Form � z p p D-- � z J z w N O - F- Cf) U W Z Q j�: = W t— Q � LL1 J T N � < OQ wco APPROVED AS NOTED < W U = o ZUC) � tYW � _ Reviewed for Code Compliance for those items o 0 0 0 Dz U oN listed on the application for permit. a d Project shall comply with permit conditions as tint CHR7s noted on the permit. . OV u � The plans shall be on site at the time of the - OC:) inspection. Failure to have permit and plans on p site may require re-inspection. 52021 CD Any plan revisions shall be submitted and N approved PRIOR to installation or field changes. 07/27 2020 i CD Changes in Engineering Documents or Details require a letter and stamped detail unless Eeo oor8go2 0 otherwise approved. ->„pogo s CY'> U Mason Count Permitting ao3rsvn9�sa CN vg9�o very o 0 Y g�� v3 �md„ N� 1RAOCMMX 1998,NUCOR BUIOINC SYSTEMS �v�mi'Emusii esm$'N" 'THIS WELD TYPICAL FOR ALL FLANGE TO ENDPLATE WELDS SHOWN. 90 WP#t+:WELD SIZE PER ENG.FULL LENGTH FILLET NEAR N poO TpCn 7J(T1 SIDE OF WEB WITH 3'OF FILLET PAST INNER MOST HOLE m 3Tm 5N T ffl IN FROM EACH FROM FLANGE ALONG THE OPPOSITE SIDE OF WEB. TpT *, v1 �.l-�}y7�11 2m6�,r1 yOnt N �Z37T D coCD ym y IC(RRZT77111 rLT�,1{; a r CD m mO11 �� G m MMIN.THICKNESS0.225 ti D U $ �� � � Z m CD10 F n+rr�r ms u r FWS4 FG-5 w w �� Z�pF m CD m cnw G)LZmZ� y I O G7 In N (TO(T11 CD CL (] Q Z;n n O- Oar m D $ D y N - to O m MON m .G'r T Mm T CD = m (D P. O d0 n ,. V a 6SIot Reinforcement a (g N 0 TCnSPECIAL DETAILSFG-5 See Weld Standard sheet for WPS description wCn WIa .D T y V O �St T] A NOL T m v to tn� O a. CD CD n CD 0 ro _ CD �r-a to_,? m vgm 1. n � � �cn go (D Ccl)L p ° w coo n r w DO co DO to n in D M N y y T GJ d n w 7 rr -1 t1 CD Cn i Im_ up ma D m n 8m2,y CD 9CD 0 a s 'a m m . 09 C n mz F mX N o z $ m m yDm Dp m C to M w W >' p1 - 3 r Weld Plant Location N N NPS# Description Process m Position Limitation X Code n UT IN SC TX -a L FG-4 �rrnABpassBtetweld AWSD1,1.10 GMAWBe�twd POR 1G - X X X X CD (n a co 8 FG-5 1$&+sinole-pass fillets weld Awsm i.tn GMAW POR 2F }-14 X X X X C_ m I Cr t 1 GFG through 1'flange splice AW501.1.10 GMAw(t +flanwwsce) POR 1 G B-T X X X X CD CD Z OCn y J 2GFG i2e flange splice AWS01.1-10 GSAAw(_rfIliaw ) POR I X X X X CD C Groves:1/s' r 3GFG }to}flange splice AWS01.1-10 GUAW(;�}•flange.plim) POP 1G-2F Far:1¢ X X X X o cFlet::s/te X X X X �n Cl) 2036 lob'flange splice AW501.1.10 Gnaw($ ago-0-) POR 1 G-2F ,;Sw 5GFG 1'flange splice AWS01.1-10 GMAW(t'sarp VI-) POR 1 G-2F 0ro ..r X X X X _0 O G' webs lice for 0.275'through X X X X Cn=, �- N 1$WS p g AWS01.1.10 sAwro27saat3 wea epanl POR 1G o.27s-gals 0.313•thick y w C web splice for 0.125'through C1 -1 m m 'n 2SWS AW501.1-i0 sAw(al2sotsawee span) POR 1G a,2s-a+so X X X X rn 0.150'Utick 06 web splice for 0.175'through X X X X o=m 0 _U 3SW$ 0250'thick AWSOt.t-10 sAwro.nsazsvwe0 span) POR 1G a,75•a25o CD f>= � u web splice for 0.3751through X X X X fn a 2038 0.50('lhidc AWSD1.1.10 SAW(0a7s-0.sar Web sprK a e) FOR 1G ms-oaao .T_ 2FR Ppelo endplate weld AWS01.1.10 riAAwi"W"Endplaewe'd) FOR ROTATED s"tl 1P X X X X e --I in FBG-1 Rod to platelangle weld AWS01.1-10 GMAW(Rod4aPlale Weld) POR I fi3 X X X X n pipe splice for 0.134'lhrou h GMAW Splice. YES G O M WPS4 PP P 0.375'Wdc g AW501.1.10 o.i•�o.s7s7 YESROTATED pl'"aers-ta )( X X X W c '� n j a A Z WPS5 pipe splice for 0.375'through AWSO1t10 GMAW(Pipe SprK. YES 1G MM-0.50, X X X X N a 0.500'Ihidc oa7s-o.sooT ROTATED r>irratr:e•to• � T (1I G) WPS6 wide-nange beam splice.an sizes AWS01.1.10 GrAAW Otd.Rwedsprce Weld) YES 1G 0.313.1.50 X X X X to flange to web weld made by WPS7 autowelder us'mg 0.082' AWS01.1-10 SAW V dewelder W.4 YES 2F 0.125-1.00 X X X X electrode Ilarge to web weld made by C `-0 Q�'o 3 WPS8 autowel a earodeo.052'0 AWS01.1-10 sAW PM1Auwwwrwdda) YES 2F 0.125•1.00 X X X X ZO g®in 1 «•«" w A«s .� 3y (� m m p�+ e complete penetration groove weld M / Z ; 'I a 6A F p �m rr- iY WPS9 for tee connection. 'thick AWS01.1-10 GMAw(Ragetoerdpiateweld) YES 1G 0.375-1.00 X X X X m «$ m. ,w 3 WPS11 vertical tack-fitters AWSD1.1.10 cruwNadca ua aanl YES 3F atzs-ummnued X X X X ��> ly �I 6 0 q d 0 WPS-1 ColdFonnseamstitchweltl AW501.3-08 GMAw(cFwmaem.wa) POR FLAT aoszs-onto X X X X Q = WPS is Cold-Form seam�dsOrchweld AWS01.3-Ill GMAwfcF a °� POR FLAT owolanlzio .aszs.a2lo• X X X X oIX Dp Z � m art �I p m 1 y n. 5.- o C-� M m Z cg L" o WPS-2 Cold-Form seam weld AWS01.3.08 GMAW rF sear,wea) POP HORIZ. 021s X X X X T. 21 1 a $ g,� o2 0 6 m WPS-2a Cold-FO seam weld Waiadzed) AWSD1.3.08 GlWWlfxsrwwelg0ir-&.M POP HORIZ 11-0.0525-021s X X X X n I a 1 5 O WPS 3 cddfann seem weld ro Support slcel< n_ AWSD1.3-08 (CFeeanweabstpmae� POR HORIZ 1' �a inzQ o.312s thlck 1P-oaszs _ta-a1252ts, X X X X 9. old-form seem weld to support steel GMAW�seenv�baa9 n-aoszs- M0 1 „ WPS 3a 0.3125' AWSD1.3-OB POR HORIZ g;oaizs X X X X A rm « " 0. I� $ thick(galvanized) (tebe"Imm 6 w 0.0526- WPS-4 cold-form tee connection fillet weld AWS01.3.0 GMAW(CF lee net weal POP HORIZ n azls X I X X X p I m cold-form tee connection fillet weld GMAW(CF tea Biel wea) n-aoszs- Cn V " « 6 WPS-4a (galvanized) AWSM.3-08 c .o POP HORIZ 0215* X X X X Y m mM o a odd-form tee connection fillet weld n-aos2s•- WPS-5 to support steel>0.313'thick AWSDi.3-H Grww(CFwmae-pptaag POP HORIZ. 0215% X X X X Dt2>oa12s• -<Op : a « y cdd-torm tee connection Mist weld GMAwroFueaeca.eppolaM n-aaszs'• N y WPS-5a to support steel>0.313'thick AWSD1.3-M POR HORIZ. �2ts. X X X X p Cn Rl m (9eNerized) (OaNanked) tz_0a125• �CyJ1 cn_ � WPS 6 cold-form lap mlal weld Aws01 3-08 cMAw(cF by Bn.l wea) POR HORIZ. o 215' X X X X p GMAw(CF l.p net waa) n-0.052s•- o X -U TTT C o 0 0 0 « e WPS-6a cold-form lap flier weld(galvanized) AW501.3-08 (0et�z.dt POR HORf2. o2t5- X X X X O n rll M « F m edd-Idn. Aee[wela AWSD1.3.08 GMAw It-a0523°• - WP$-7 to eupppl steel>0.3125'thidk (r�laP laabauppot ae� POR HORIZ ?L0.31 U)X X X X gg 'n p�ta725' Cn cold-form lap filet weld to support n-o.asa•- GMAwroFmpaatoa,pparares Y 4 WPS-7a steel>0.3125'tNck(galvanized) AWS01.3-08 � POR HORIZ. a o a3i2s X X X X UWN this He partWa mb to the Mien h PROJECT NAME W.M.= C RIDGE MP HOT PIT 2 ��is��w�ar)rrsur* Mchor Boni ror conatruo on MBs CRF RHW eoe 7/20/20 cmipereaft The "'tagy' M s Jp6 MUSIItN PAHeIAY,rAmam.IR ,a7ts Belding Dept Review MBS CDB RHW 07/27/20 .rc Me pmNddw rBMaBg ; 5� �' �� 1060 WEST EELLS HILL RD., SHELTON,WA syslma.TM«gWaprofessimd N ti5 O Fb em(,004 200 1ttlST01E 181.S1eYffA SC 2t1t0 entr.erwlaseseel omtm.-4 Ul .a -t CUSTOMER NAME PHaNe(803)Sea-21. .(eo33 sae-2121 draMtgaa amplo)ed ty Naopr '"nl euildnps Syslerta w dm lml serve IV N rT a00 APACHE TRAA.TEfdtEU.TX 75150 d Of N _ Ax D&R COMMUNICATIONS INC. P110HB(t72)a24--SW FW-*M74 a2+-e417 re-as rdt. CD `' CHEHALIS,WA P'H "c,'�i`21"1 �,1"101 SHE �1d JOB NUMBER SHEET TITLE C3 of 3 u U20HO621A COM2021-00007 o � N N N N r ro ANCHOR BOLT SUMMARY m ; 8 Oty L cate (in) Type x O 24 E"d-ll 3/4- F1554 3.00 O 25 From• �/4' F1554 3.00 H 28 F— 1 F7554 3.00 g ANCHOR BOLT PLAN GENERAL NOTES P3 1. THE SPECIFIED ANCHOR ROD DIAMETER m ASSUMES F1554 GRADE 55 UNLESS NOTED o OTHERWISE. ANCHOR ROD MATERIAL OF EQUAL DIAMETER MEETING OR EXCEEDING 1 UT-TO-OUT OF STEEL 9 High Eave THE STRENGTH REQUIREMENTS SET FORTH 160'-0"O -_ � ON THESE DRAWINGS MAY BE UTILIZED AT 2 3 4 5 6 7 8 THE DISCRETION OF THE FOUNDATION $ 20'-0" 20'-0" 20'-0" 20'-0" _20'-0" 20'-0" 20'-0" 20'-0" DESIGN ENGINEER. ANCHOR ROD EMBED- 8 � MENT LENGTH SHALL BE DETERMINED BY i 24 i THE FOUNDATION DESIGN ENGINEER. _A ;1 n 5 N 2. METAL BUILDING MANUFACTURER IS NOT $ m RESPONSIBLE FOR PROJECT FOUNDATION I _I DESIGN. THE FOUNDATION DESIGN IS THE 8 $ 8 -+ RESPONSIBILITY OF A REGISTERED 0 2 A PROFESSIONAL ENGINEER, FAMILIAR WITH 4 f A �a� wSI HA T T T T T '-T- T A LOCAL SITE CONDITIONS. U a 8 g o` JD° D 1D° °DL °DL °1D° ^DL° 3. ALL ANCHOR RODS, FLAT WASHERS FOR , -A W$W W I ANCHOR RODS, EXPANSION BOLTS, AS WELL * 1 IE O i7 AS ALL CONCRETE/MASONRY EMBEDMENT R PLATES ARE NOT BY METAL BUILDING B� B B L °J B MANUFACTURER. Co f a ro 4. THIS DRAWING IS NOT TO SCALE. 5 1 c c I I o ` M 5. FINISHED FLOOR ELEVATION = 100'-0' O Q7 m UNLESS NOTED OTHERWISE. XHA :I I IIZ I Z AHx I 6. "SINGLE' CEE COLUMNS SHALL BE Q a C ORIENTED WITH THE "TOES" TOWARD THE X-Bracing X-Bracing I LOW EAVE UNI ESS NOTED OTHERWISE. z Q 7. ANCHOR RODS ARE REQUIRED ONLY IN THE F- QUANTITIES SPECIFIED. BASEPLATES MAY -1 BE FABRICATED WITH MORE HOLES THAN W 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" NEEDED FOR THIS PROJECT. cn U Z Low Eave 8. THE ANCHOR BOLT LOCATIONS PROVIDED 1 2 3 4 5 6 7 8 9 Z BY METAL BUILDING MANUFACTURER SATISFY PERTINENT REQUIREMENTS FOR THE N J p ANCHOR BOLT PLAN DESIGN OF THE MATERIALS SUPPLIED BY NOTE; All BADE Platea O 100'-0" (U.N.) THE METAL BUILDING MANUFACTURER. ~ U) Q PLEASE NOTE THAT THESE REQUIREMENTS J U MAY NOT SATISFY ALL ANCHOR BOLT ~ W Z Q CONCRETE EDGE DISTANCE REQUIREMENTS O IW :1) DEPENDING ON THE DETAILS OF THE = F- �E UJ Q FOUNDATION DESIGN. D_ w J BECAUSE FOUNDATION DESIGN IS NOT WITH- w W 0 Q 60 APPROVED AS NOTED IN THE METAL BUILDING MANUFACTURER'S W (� _ o SCOPE OF WORK, IT IS THE RESPONSIBIL- co _ ? CD for Code Compliance for those items ITY OF THE QUALIFIED PROFESSIONAL w ❑ CD U z CD listed On the appliCatlOn for permit. DESIGNING THE FOUNDATION TO MAKE a ❑ o ❑ CERTAIN THAT SUFFICIENT CONCRETE EDGE DISTANCE IS PROVIDED FOR THE ANCHOR 1 CH,p Project shall comply with permit conditions as BOLTS IN THE DETAILS OF THE FOUNDA- noted on the permit. T10N DESIGN. The plans shall be on site at the time of the U " O O inspection. Failure to have permit and plans on O site may require re-inspection. 52021� O Any plan revisions shall be submitted and Yr N ° Dia- 3/4" approved PRIOR to installation or field changes. 07127 2020 ON * Dia-t" Changes in Engineering Documents or Details ti .° W require a letter and stamped detail unless Esoae€ ce=g� otherwise approved. " exTa�s cv U Mason County Permitting $-e;, �-�w ° _ 0�� 4�� rr,W L�nu_4" g",s.`s B � „"fig LI- ��� E;a ��mA5! 0 0 N � o t\ N � n CJ FRAME LINES: 2 3 4 5 6 7 8 mm COLLm��IIONS(k) m Dia= 3/4" 8„ (� RIGID FRAME: � 4 Y Frame Column -----Dead-----Collateral- -----Llve---------Snow-----Wind-Laft1- -Wind-Rightl- �i �� COLUMN LINE Une Una Hors: Vert Hartz Vert Hartz Vert Horiz Vert Horiz Vart Hartz Vert (n - Orr f 2• A 0.3 1.8 0.2 0.6 0.9 4.2 1.6 7.1 -2.5 -2.5 1.3 -7.7 9O N 2• C -0.3 1.8 -0.2 O.8 -0.9 4.2 -1.8 7.1 -1.8 -2.8 3.3 -7.7 Frame Column --wnd_Loft2- -Wndf9ht2- --Wind_L.ong1- --Wind_Long2- -Seismic-Left Seismic-Right LL" m Une Una Horiz Vert Horiz Vert Horiz Vert Hartz Vert Horiz Vert Hartz Vert g O O 2• A -3.1 -3.2 0.5 -2.9 -0.1 -4.5 0.6 -5.6 -1.6 -1.6 1.6 1.6 2• C -1.5 -0.3 3.8 -5.1 -1.4 -3.2 0.7 -6.7 -2.1 1.6 2.1 -1.6 p i p Frame Column -sdamic_Lcng -MIN_SNOW-- DO Une Une Horiz Vert Horiz Vert 3 1/2" 2• A -2.8 -2.7 2.0 7.9 -1-- 2• C -2.5 2.7 -2.0 7.8 I 2• Frame lines: 2 3 4 5 6 7 8 1 1/2' 1 II 1/2" 8 r H H ENDWALL COLUMN: afw cmLm REwms(k S EW } } Wind Wind Wind Wind Wind Wind Wind Wind , •o IV IV Frm Col Dead Collat Live Snow Leftl Rightt Left2 Right2 Press Suct LongI Long2 I Une Una Vert Vert Vert Vert Vert Vert Vert Vert Horz Harz Vert Vert 1 A 0.6 0.1 1.7 1.9 -1.2 -1.9 -0.7 -1.3 -0.8 0.9 -1.1 -1.8 m g' 1 -4 1 B 1.0 0.4 4.3 4.5 -3.0 -5.3 -1.3 -3.5 -2.1 2.4 -3.1 -5.3 1 C 0.5 0.1 1.7 1.9 -1.4 -2.2 -0.8 -1.6 -0.7 0.8 -1.0 -1.7 `o DETAIL A RIGID FRAME: mcHw sous • mK KA= Sal, sale Dia= 3/4' Frm Col Anc.�ok Base-Plate (inl El ev. Frm Col Left Right Hcrz-MIN NOW--EI PATS t E1PAT_S rt Yh Una Une Vert Vert Horz Vert Harz Vert Horz Vert 8 �, ,(� Una Una Qty Dia Width Length ick (in) 1 A 0.1 0..1 0.0 1.4 0'0 1.1 0.0 -0.1 1.2 _I •I"O 1 B 0.0 -.0 0.0 1.4 0.0 L1 0.0 L2 j° 1 C 0.1 0.0 0.0 1.7 0'0 -0.1 0.0 0.9 Oar 2' A 4 0.750 8.000 1275 0.375 0.0 9O Lo 2' C 4 1.000 8.000 1275 0.375 0.0 Wind Wind Wind Wind Wind Wnd Wnd Wind is n n _ T I m Col Dead Collat Live Snow Leftl Rightl Left2 Right2 Frees Suct Long1 Lang2 gC M $ 2• Frame lines: 2 3 4 5 6 7 8 Une Una Vart Vert Vert Vert Vert Vert Vert Vert Horz Horz Vert Vert z N{ d p ' p 9 C 0.5 0.1 1.7 1.9 -1.9 -1.1 -1.3 -0.5 -0.7 0.8 -1.0 -1.7 a Is ' 9 B 1.0 0.4 4.3 4.5 -5.3 -3.0 -3.5 -1.3 -2.1 2.4 -3.1 -5.3 m 3" 9 A 0.6 0.1 1.7 1.9 -2.2 -1.6 -1.6 -1.0 -0.8 0.9 -1.1 -1.8 Do p p ENDWALL COLUMN: Al mm Eons•am PLAin sole sets ���, 3 1/2' F" Cal Anc.-Bolt Baea-Plate (in)) Elev. Frm Col Laft Right -MIR-SNOW--E2PAT_SL_I- E2PAT_SL_._2- i X- --1-- Line Une Qty Diu Width Length Thick (in) Line Une Vert Vert Horz Vart Horz Vert Horz Vert 99II ffiffiffiffi - 9 C 0.0 0.1 0.0 1.7 0.0 0.9 0.0 -0.1 $,J i 1 A 4 0.750 8.000 8.250 0.375 0.0 9 B -0.1 -0.1 0.0 5.4 0.0 1.2 0.0 1.1 a tt o 9 A 0.0 0.0 0.0 1.9 0.0 -0.1 0.0 0.9 2 - S" 1 B 4 0.750 8.000 6.250 0.375 0.0 u = n 1 1/2' 1 1/2" 1 c 4 0.750 8.000 8.250 0.375 0.0 BUILDING BRACING REACTIONS ] 3 a g EW 9 C 4 0.750 8.000 8.250 0.375 0.0 wyI W 5t 9 B 4 0.750 8.000 8.250 0.375 0.0 ; S2 9 A 4 0.750 8.000 8.250 0.375 0.0 d:Reactions((k ) Panel Shea d€€8 - See Plan -Wall -Cal -Wnd--Seismic- (lb7ft) Loc Une Une Horz Va rt Horz Vert Wind Sole DETAIL B GENERAL NOTES L-EW 1 e,c t.7 1.4 1.9 1.5 -- 1. ALL LOADING CONDITIONS ARE EXAMINED. THE MAXIMUM AND MINIMUM HORIZONTAL H) AND VERTICAL V F_SW C 2,3 1.7 0.9 12.5 6.3 REACTIONS AND THE CORRESPONDING VERTICAL (V) OR HORIZONTAL (H) REACTIONS(ARE REPORTED. () 7,8 1.7 0.9 12.6 6.3 Dia= 1" R_EW 9 C,B 1.7 1.4 1.9 1.5 E,. " 2. REACTIONS ARE PROVIDED BY LOAD CASE IN ORDER TO AID THE FOUNDATION ENGINEER IN DETERMINING B_SW A Torsional Bracing Used THE APPROPRIATE LOAD FACTORS AND COMBINATION TO BE USED WITH EITHER WORKING STRESS OR ULTIMATE STRENGTH DESIGN METHODS. WIND LOAD CASES ARE GIVEN FOR EACH PRIMARY WIND DIRECTION. ' --i-- 3. FO ASCE -10 AN NGD ULTIMATE DESITER GNUILDING WINO CODSPEES THE UNFACTORED LOAD CASE REACTIONS DUE TO WIND ARE ERAf7 f� i Iffi 4. POSITIVE (+) REACTIONS ARE AS SHOWN ABOVE. FOUNDATION LOADS ARE IN OPPOSITE DIRECTIONS. A 2" O I 4" 5. BRACING REACTIONS ARE IN THE PLANE OF THE BRACE WITH THE HORIZONTAL REACTION (H) ACTING AWAY O CS ;� is z ' FROM THE BRACED BAY AND THE VERTICAL REACTION (V) ACTING DOWNWARD. Z O I 4 O o 0 o a --1-- „ C) I w LLJ ' ' I •••••• RIGID FRAME LOAD CASE ABBREVIATIONS: •••••• it�, CLR. OPENING VARIES: _cn (Y Wind_LI/Wind_Rt: LATERAL WIND FROM THE LEFT/RIGHT, CASE 1 O COLUMN 21"-3 i" d 8" Wind_L2/Vhnd_R2: LATERAL WIND FROM THE LEFT/RIGHT, CASE 2 'L 2" Wind_Ln1/Wind_Ln2: LONGITUDINAL WIND, CASE 1/2 (1_ (USE (2) 1/2' DIA EXPANSION Z Seismic_L Seismic_R: LATERAL SEISMIC LOAD FROM LEFT RIGHT BOLTS PER COLUMN) LWIN,I_L$/E LWIND�J_R E: LONGITUDINAL WIND EDGE ZONES � FINISH Cn SW F UN9_SL.,,C/FNUN6_S R: UNBALANCED ROOF SNOW WITH WIND FROM LEFT/RIGHT FLOOR GIRT DEPTH + 2" Z F PAT_LL F PAT_SL : PARTIAL UVE/SNOW LOADING FOR CONTINUOUS BEAM SYSTEMS J See Plan •••••• ENDWALL COLUMN LOAD CASE ABBREVIATIONS: •••••• 1.••i�! N J O Collat: COLLATERAL LOAD ) r•'•..� I- _ Rafter Wind_L/Rafter Wind_R: LATERAL WIND FROM THE LEFT/RIGHT fir' • ^•:'�'^; ".1� '!'.'' U) Q m DETAIL C Brace Wind_L/Brace Wind_R: LATERAL WIND FROM THE J FTJRIGHi ;�`4% v "•r''' '' n J (� Wind_P/Wind_S: LONGITUDINAL WIND PRESSURE SUCTION ON COLUMNS ��•;.••• '•.:• •.••ANCHOR BOLT ••'•SECTION A -J - Dia= 3/4" Wind LONGITUDINAL WINO SUCT ON ON R00 "%': t , I Seis_L/Ssis_R: LATERAL SEISMIC LOAD FROM LEFT/RIGHT •,: .:� �'•,:'.:' O Lw Z Q E UNB_S L//E UNB_St�R: UNBALANCED ROOF SNOW WITH WIND FROM LEFT/RIGHT RECOMMENDED _ E PAT_LL�JE PAT_SL /: PARTAL UVE/SNOW LOADING FOR CONTINUOUS BEAM SYSTEMS TYPICAL OVERHEAD DOOR ~ � cq Q TYPICAL COLUMN BASE PLATE DETAIL FRAMED OPENING L a N OQ d < W C:) �0 = . o _ p O 1 0 3" APPROVED AS NOTED o Q o N C6 U z CD I O ( O FOUNDATION DESIGN NOTES: a u ❑ 0' J ( 3 1/2" 1. THE ORIENTATION OF THE ANCHOR BOLT DETAILS SHOWN ON THIS PAGE MAY NOT Reviewed for Code Compliance for those items --1-- COINCIDE WITH THE ACTUAL COLUMN ORIENTATION SHOWN ON THE ANCHOR BOLT listed on the application for permit. �E�s CeR,Sl DRAWING. PLEASE REFERENCE THE SIDEWALL (SW) AND ENDWALL (EW) STEEL LINES 64 WGt� SHOWN ON THE ANCHOR BOLT DETAILS WITH THE ANCHOR BOLT PLAN DURING LAYOUT 8" Project shall comply with permit conditions as OF COLUMN AND ANCHOR BOLT LOCATIONS. AT 1 1/2 1 1/2" noted on the permit. y CD SW 2. COLUMN BASE PLATES MAY HAVE MORE HOLES THAN ARE REQUIRED DUE TO (D PRODUCTION LIMITATIONS. PLEASE FOLLOW ANCHOR BOLT DETAILS FOR QUAIMTY The plans shall be on site at the time of the 52021 O See Plan OF PER ANCHOR BOLTS SIGNREQUIRED. AEX S BASE PLATE HOLES DO NOT NEED INFILLED inspection. Failure to have permit and plans on °ems I T DETAIL D site may require re-inspection. cV 07/27 2020 O Any plan revisions shall be submitted and N w 2i approved PRIOR to installation or field changes. E8�9`o °`s=g3 Changes in Engineering Documents or Details - e:� Mason County Permitting require a letter and stamped detail unless = geS.-gEq�o 4 C)otherwise approved. ==g ^L"V Eysq LLLL �o 8ES1 F9m�$A N N N r o EXTENSION CANOPY BOLTS ROOF PLAN MARK QUAN TYPE DIA LENGTH High Eave EB-22 4 A325 1 2 2 1 9 EB-24 4 A325 1%2 2 S 1 _ 160-0"OUT TO-OUT OF STEEL -0" EB-27 4 A325 1/2 2" 2 3 4 5 6 7 8 EB-28 4 A325 1 2" 2" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" MEMBER TABLE ROOF PLAN APPROVED AS NOTED MARK PART LENGTH EB-21 J08CO60 51.750 Reviewed for Code Compliance for those items EB-22 W8x10 33.500 w o EB-23 W8x10 27.563 listed on the application for permit. �-{ 563 C_I I RF1_21____ I RF1_21 ____ I RF1=21_____I RF1_21_____I RF1=21_____ RFt__21_____I RF1_21 I_3 EB-24 J08CO 51.750 m g EB-25 J08C060 51.750 A Project shall comply with permit conditions as t EC-21 EB-26 J08C060 31.500 EC-26 I noted on the permit. EB-27 W8x10 33.250 a i a EB-28 W8x10 28.563 v ��� cB ��� Ce ��y� C'9 �� �'e i The plans shall be on site at the time of the EB-29 J08C060 31.500 o iN C. `? G� `2 G� `2 G� �2 cmvi inspection. Failure to have permit and plans on P-21 08Z060 270.750 I I I ER-21 R�1-22 �1-22 RF1-22 RF1-22 1-22 F1-22 RF1-22 I I site may require re-inspection. P-22 OBZ060 274.000 o r�i> iw B �`L� �`L�` 9� �`L� cep .`L�` ER-21 wi P-23 08Z060 270.000 s $ `2g G� ?A G� �g c 2�r G� Any plan revisions shall be submitted and P-24 08Z060 274.000 0o i approved PRIOR to installation or field changes. P-25 08Z060 270.750 0 I Changes in Engineering Documents or Details P-26 08Z067 274.000is EC-23 Q ___ ___ ____ _ru EC-24 require a letter and stamped detail unless P-27 08ZO67 274.000 - ru - otherwise approved. E-21 08EO60 216.000 �ja a $ $ o C I I RF1-23 I RF1-23 I RF1-23 I RF1-23 I RF1-23 I RF1-23 I RF1-23 I E-22 OBE060 228.000 1 1 ��3 I E-23 08EO60 228.000 V � E-24 08EO60 228.000 $ >3 g a Low Eave E-25 08ZO60 216.000 3= E-26 08Z060 228.000 1#191 E-27 OBC060 251.000 E-28 OBC060 238.500 PRIMARY ROOF FRAMING PLAN E— 08CO60 238.500 E-30 OSC060 238.500 E-31 08CO60 238.500 E-32 08EO60 12.000 E-33 08ZO60 12.000 ST-21 W08SB075 234.750 CB-24 RD10- 290.000 1 g Htgh Eave CONNECTION PLATES z 1 _ 160'-0"OUT-TO-OUT OF STEEL -0 ROOF PLAN O ❑ID MARK PART J 2 3 4 5 6 7 8 1 EEC01 W PURL IN BRACE TWO ROWS PER 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" rn z BAY, SEE DETAIL ON SHEET D_ o co z CV J_ O i 0 N ~ ~ .!+ `I EB-27 EB-28 EB-28 EB-28 EB-28 EB-28 EB-28 EB-28 EB-27 I �', PA809 �1) PABw J U mC I E-27 I E-31 I E-31 I E-31 I E-31 I E-31 I E-31 I E-27I 3m w 1 PAB07 O W Z Q A - - - - - - - P-25 Typ ( W N E- 3 I P-21 Typ P-22 TYP P-23 Typ P-23 TYP P-23 Typ P-23 TYP P-24 Typ I -33 (13 PA806 = � C Q U G c2) PAS ROOF FRAMING PLAN w EL W o Q I o Q I Of x GENERAL NOTES z W o w U w m O O N I 1. PLACE TAGGED END OF RAFTERS TOWARDS THE LOW EAVE w Q �O o U Z N P-26 P-JJE--32 g�2� PAB05 2. STD. ROD/CABLE SIZES PER PART PREFIX ARE: a Q o' I ROD CABLE 1PAB03 R006- = 3/4" ROD CA03- = 3/8" CABLEE- 2 - - - - - - - �1; PAB04 RD07- = 7/8" ROD CA04- = 1/2' CABLE q1 Cc;F c�1 1 PA802 1 PAB01 RDOB- = 1' ROD q O NC I E-27 I E-28 I E-29 I E-30 I E-28 I E-29 I E-30 I E-27 I 7 � � � � I I EB-22 EB-23 EB-24 EB-24 EB-23 EB-24 EB-24 EB-23 EB-22m Roos- = t 1/e' ROD O W W RD10- = 1 1/4' ROD 52021 O .�,. O PURLIN 1'- 1'-+ 1' + 1' + 1' + 1' 3+ t'-7� " Low Eave 3. PURUN AND EAVE STRUT CONNECTIONS UTIUZE BOTH B'V'CKA>� r LAP 1 -7 1-3 1-3 1-3 1-3 1-3 1-7 A307 AND A325 BOLTS. REFER TO THE DETAILS aVAL N FOR SPECIFIC USAGE REQUIREMENTS. 07/27 2020 0 N 4. THIS DRAWING IS NOT TO SCALE. a s i- w SECONDARY ROOF FRAMING PLAN € � s �ae p Mason County Permitting r� ; 8 (-) 811 1,2�, &- ERECTOR NOTE: N o � THIS BUILDING HAS SPECIFIC ROOF CLIP AND FASTENER REQUIREMENTS. PLEASE REVIEW THIS DETAIL PRIOR TO ERECTING COULD THE ROOF PANEL. FAILURE TO FOLLOW THESE SPECIFIC REQUIREMENTS OU RESULT IN LOSS OF ROOF PANEL(S). � 8 A APPROVED AS NOTED A 19 2 Reviewed for Code Compliance for those items Mason County Permitting listed on the application for permit. Project shall comply with permit conditions as noted on the permit. - w O W A tL The plans shall be on site at the time of the I n a A inspection.Failure to have permit and plans on N OJ O b r site may require re-inspection. tY7 Cn 0- Any plan revisions shall be submitted and O 0O O approved PRIOR to installation or field changes. _I Changes in Engineering Documents or Details gig;; N � require a letter and stamped detail unless 6» $ r-0 otherwise approved. R s C all STD 4" CFR CLIP PART NUMBERS53 MARK # PART DESCRIPTION V 11-1 H2500 SHORT FIXED CUP > �- H2510 TALL FIXED CLIP 1 62'-0" L 1 H2520 SHORT SLIDING CUP H2530 TALL SLIDING- CLIP 1 9 C H2540 I SUPER TALL SLIDING CLIP ROOF SEAMING PLAN CFR PERIMETER CLIP PART NUMBERS Q MARK # PART DESCRIPTION 1) NUCOR ROLL LOCK TM U.N.O. 3: 162'—O" H2720 SHORT SLIDING 8" CLIP z H2730 TALL SLIDING 8" CLIP 2) ® INDICATES NUCOR VISE LOCK® 1 9 H2740 SHORT SLIDING t2" CLIP 3) INDICATES NUCOR VISE LOCK 360® _ H2750 TALL SLIDING 12" CLIP U) Z ROOF CLIP AND FASTENER PLAN H2760 SHORT SLIDING 16" CLIP 0 H2770 TALL SLIDING 16" CLIP co EA6027 N J o STD. 4" PANEL CLIP ATTACHMENT DETAIL STD. 4" PANEL CLIP ATTACHMENT DETAIL PERIMETER PANEL CLIP ATTACHMENT DETAIL CRITICAL SEAMER ORDERING INFORMATION ° U) U_ SEE CFR ROOF ERECTION NOTES FOR PANEL CUP MARK NUMBER SEE CFR ROOF ERECTION NOTES FOR PANEL CUP MARK NUMBER SEE CFR ROOF ERECTION NOTES FOR PANEL CLIP MARK NUMBER W Z Q ROOF PANEL 8", 12" OR 16" do, ROOF TYPE CFR = W = CFR PERIMETER �G� a_ CUP Q cuP Q � W w N ROOF PANEL ROOF PANEL PANEL GAUGE 24 GA LU O Q W U a: w O LU SQUARE FOOTAGE (ENTIRE ROOF) 5,184 SQ. FT 0 0 0 _ = o o— h.6U oN 4" PANEL CUP AT EACH 3 Y'_v 4" PANEL CUP : ; I ROOF PITCH 3/4:12 " a PURUN OR JOIST, AT EACH PURUN, (2) H1020 FASTENERS PER (3) H1020 FASTENERS PER I TALL OR SHORT PANEL CUP TALL OR SHORT PANEL CUP, X'=z1•.___ CI,. WITH PURUNS, (3) H1022 FASTENERS PER SEAM HEIGHT ® 3" 2" p4dgj �9 (2) H1022 FASTENERS PER SUPER TALL PANEL CUP PERIMETER CUP AT EACH �� SUPER TALL PANEL CUP PURLIN OR JOIST, _ ='' ENDLAPS YES ® NO u °' � O WITH PURUNS, FASTENERS PER CUP: _-_ _=: =L 3 H1020 AT PURLINS `-"'- 4s`"'° O (2) H7070 FASTENERS PER ( ) '- _. ^-�:'_- O '^ 52021 SHORT, TALL OR SUPER TALL (2) H1070 AT JOlsrs "=3-„__ ___ GALVALUME OR PAINTED ROOF GALVALUME ® PAINTED �IS� O PANEL CUP WITH JOISTS PURLIN (OR JOIST) a�ar' '3^9 PERIMETER CUPS REQUIRED YES ® NO CV INSULATION 07/27 2020 N PURUN (OR JOIST) 5->ts$ � - PURUN NOTE SEAM HEIGHT: CFR = 3", VR16—II & SR2 = 2" co 0 PLEASE NOTE THAT ALL SEAMIER ORDERS WILL TAKE APPROXIMATELY €_$�$ej$^ '� 5-7 WORKING DAYS FOR DELIVERY TO JOB SITE FROM DATE OF $ `i sg o U o (2) FASTENERS PER CLIP AT PURLIN JOIST (3 FASTENERS PER CUP AT PURLIN (3 FASTENERS PER CUP AT PURLIN ORDER. VISE LOCK & VISE LOCK 360 CFR ROOFS REQUIRE (5) _ _ A (2) FASTENERS PER CUP AT JOIST STATION SEAMERS. LU NUCOR.DIROOFSEAMERS.COM PHONE (888) 343-0456 �� TRIM TABLE o ROOF PLAN h OID PART LENGTH DETAIL 1 SCT121 121.000 2 SET01 121.000 TRIM_861 ; g 4 LEE03 121.000 TRIM_875 5 HEB01 121.000 TRIM_875 6 HEB02 242.000 TRIM_875 7 RRA01 121.000 TRIM-875 g 8 H4000 5.000 9 RCA01 9.250 `M lie 10 GRA01 8.000 11 GTA01 121,000 TRIM-861 12 GTA02 242.000 TRIM_861 13 RCA02 9.250 14 ERA01 8.060 High Eave 1 9 160'-0"OUT-TO-OUT OF STEEL o 2 3 4 5 6 7 8 20'-0" 20'-0" 20'-0" 20'-0" 20'-'D" 20'-0" 20'-0" 20'-0" s Q 14 to 8 8 [A] V � ggv CIDQ t --- -- ------------- ---- -------- ------ ---- I I N in i Ln Ld Q N i N c N I N I Of o u=i [A] [A] Z 0 Lq J `n W � I Cf) U I I C - - - - - - -- - - - - - - -- - - - - - - -11 Ltd Ltd - o Z W co 8 9 1 8 1 1 J Ztz + (Gutter with 4 downspouts) REF Trim-22 N =J O I Low Eave F = F w OCo U ~CD Ow ZQ rn = W z 4 t t F- U Q 2 W w J CV [A] APPROVED AS NOTED < W �: � O _ o wULU Reviewed for Code Compliance for those items W c o 06 _ = o ROOF SHEETING PLAN p o U = N listed on the application for permit. a W o PANELS: 24 Go. SS - Peari Gray PVDF [A] SOFFIT PANELS: 26 Go. CW - Charcoal PVDF Project shall comply with permit conditions as 1 cH noted on the permit. orwt ysJi STEEL LINE START FINISH DIM. E PAN The plans shall be on site at the time of the O SEE ROOF SHMNG PLAN START PANEL WIDTH DETAIL (FIELD CUT) inspection. Failure to have permit and plans on MAY VARY—REFER BACK OF THE FINISH PANEL ALSO NEEDS TO BE CUT site may require re-inspection. 'A 52021 CD To DETAILS RAKE ANGLE NOTE: TO THE REQUIRED WIDTH FROM A FULL SHEET Mason County Permitting Any plan revisions shall be submitted and �ss�liJ�^jy N I WHEN FIELD CUTTING OR MITERING CFR ROOF PANELS, NON- approved PRIOR to installation or field changes. 07/27/2020 ON ABRASIVE CUTTING TOOLS SUCH AS NIBBLERS OR TIN-SNIPS SHALL Changes in Engineering Documents or Details d w BACK of BE USED. ABRASIVE CUTTING TOOLS SUCH AS MECHANICAL - RAKE ANGLE require a letter and stamped detail unless ` `o= o_o=' N t' 5 3 4' 2yz� CUT DIM GRINDERS, SAWS, SHEARS, OR SCISSORS CAN DAMAGE THE Eeogoe^p9 H. O otherwise approved. 5=� ^="xn� U I A GALVALUME FINISH AND CREATE EXCESS METAL SHAVINGS THAT CAN r$_�asa4aaeso CORRODE THE PANELS.' THE USE OF NON-APPROVED CUTTING O FIELD CUT FROM CUT DIM B DEVICES MAY VOID YOUR FACTORY WARRANTY. W Clff DIM FULL WIDTH PANEL •s► Ci Erg I g- Via_ Fvmc`;Eov�i u,00mCn N n N N \n n C SPLICE PLATE & BOLT TABLE MEMBER TABLE � Qty Mark Web De th Web Plate Outside Flange Inside Flange Mark To Bat Int Type Dia Length Width Thick Length Start nd Thick Len th W x Thk x Len th W x Thk x Length RF1-21 12.0 12.0 0.135 138.5 6 x 1 4 x 157.3 6 x 1 4 x 138.5 SP-1 4 4 0 A325 0.625 2.25 6" 1/2" 1'-9 1/8" 12.0/12.0 0.188 18.9 8 x 1/4" x 20.0 RF1-22 15.0/15.0 0.135 96.0 5 x 1/4" x 318.1 5 x 1/4" x 318.1 15.0/15.0 0.135 223.1 19Ig RF1-23 12.0/12.0 0.188 18.0 5 x 1/4" x 20.0 5 x 1/4" x 118.6 _ 12.0 12.0 0.135 118.6 5 x 1 4" x 135.9 i E .e 24 Ga. SS, Pearl G e PVDF 1-0 386.00" 5 1/4" 2'-3 11/16,, 12 = EB-28 FBC3v2q(2) FBC32A 1) FBC32A 1) ' — �_ 11 FBC32A 2) ��k� Y3 EB-23 EB-24 V ! $ ORO# lcq 33 � ; � M I Zn RF1-22 I 32 cV a_ in I NN N O = M V e M O N 0)Of M+ N O N Lt r U OI ¢ O W til n co U io I I Co o Z I U) M7 I M J z Ll J LL J 8" 1'-0 1/2" 26'-7" 1'-0 1/2"_ _ 8" O w CLEAR + — _ � Ui04 Q APPROVED AS NOTED W � O �0 M Wo Reviewed for Code Compliance for those items " ,_p„ W O❑ o o _ = o listed on the application for permit. 1 _p 30'-0" OUT—TO—OUT OF STEEL a U 0 U oCN O r N Project shall comply with permit conditions as A noted on thee p RIGID FRAME ELEVATION: FRAME LINE 2 3 4 5 6 GENMONOTES The plans shall be on site at the time of the 1. � INDICATES FLANGE BRACING LOCATIONS. (1) ONE SIDE; (2) = TWO SIDES. u y OO inspection.Failure to have permit and plans on O 2. IF FLANGE BRACING IS REQUIRED ON BOTH SIDES OF AN EXPANDABLE RIGID FRAME, site may require re-inspection. 52021 O THE OPPOSITE SIDE FLANGE BRACES WILL HAVE TO BE INSTALLED AT THE TIME OF IS14� Any plan revisions shall be submitted and FUTURE EXPANSION. THESE FLANGE BRACES HAVE BEEN PROVIDED, AS REQUIRED. 8rs.0MI L CV FOR THIS FUTURE CONDITION. � approved PRIOR to installation or field changes. 07/27 2020 N Changes in Engineering Documents or Details Mason County Permitting 3. RIGID FRAMES SHALL HAVE 50X OF THEIR BOLTS INSTALLED AND TIGHTENED ON BOTH 15 w require a letter and stamped detail unless SIDES OF THE WEB ADJACENT TO EACH FLANGE BEFORE THE HOISTING EQUIPMENT IS 19 Tr-4 UJ otherwise approved. RELEASED. A �$ n6 0 00 4. INTERIOR COLUMN METAL TAG IS ORIENTED TOWARD THE LOW EAVE OF THE BUILDING. 6 ; a — U W O N N \ O N n ^O TRIM LE L9 FRAME ALINE C OID PART LENGTH DETAIL N N 1 BSB01 122.000 TRIM-301 N N 2 OCA01 242.000 TRIM_? 8 o A o 3 MFB01 121.000 TRIM_? 4 CCA121 121.000 TRIM_19 5 JTA087 87.000 TRIM_99 6 CCA121 Use Drop TRIM_19 7 CCE076 76.000 TRIM_19 0 8 HTA080 80.000 TRIM_99 9 STA076 76.000 TRIM_99 1 9 10 SCT121 121.000 TRIM 861 8 1 160'-0"OUT-TO-OUT OF STEEL CC TABLE 2 3 4 5 6 7 8 FRAME LINE C m g MARK PART LENGTH 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0° DJ-22 J08C060 48.000 E-21 08E060 216.000 E-22 08E060 228.000 N E-23 08E060 228.000 E-24 08E060 228.000 1 I E-21 E-22 E-23 E-24 E-22 E-23 E-24 E-21 w E-32 08EO60 12.000 Eave Extension 4'-6" ---- G-27 08C060 239.000 a SING.„ y ------- ------- T ----------- ----------- G ----------- ------------ o I G-28 2 G-29 $ G-29 G-29 G-29 G-29 2 -29 �� G-28 I G-28 08C060 239.000 r-g N - ------G--2-7 ----------- AG- G G-29 08CO60 238.500 G-29 CB-23 RDO a <�r4'-0" G-29 4 11 �G-21 i a 11 LL - A CONNECTION PLATES ----------- - -----3 ----------- ------------ FRAME LINE C H H sd 'a� Ja ❑ID MARK PART W EC-23 R171-23 RF1-23 RF1-23 RF1-23 RF1-23 RF1-23 RF1-23 EC-24 1 1 GCC03 " — — — — 3 ` aW�iJaW 7' 0 Ll—0" 7' 0" 7' 0" — 7' 0" L ;LSLS ial R1 1-1 SIDEWALL FRAMING: FRAME LINE C T T T Y T (Gutter with 4 downspouts) REF Trim_22 LU rn U 0 0 0 0 0 0 o b o 0 o Z 0 0 0 0 0 0 0 0 0 0 0 � co LO Lo Eave �xtensi�n In to - - - -- r r r - - - - t!) to J Z 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _ W 2 ri vi ri J Ki ri Mi r<i B ri ri Ni ri V i ri ri ri ri ri Ni ri ri © ri ``/ cn Q = z e s a e J = O O O O 0 0 ~ w Z Q O O O O O W 1 SIDEWALL FRAMING PLAN w O APPROVED AS NOTED GENERAL NOTES w � � O = cp 1. STD. ROD/CABLE SIZES PER PART PREFIX ARE: 0 ro Reviewed for Code Compliance for those items ROD CAR F !4❑ o o U Z (D SIDEWALL SHEETING & TRIM: FRAME LINE C listed on the application for permit. RD05- - 5/8" ROD CA02- - 1/4' CABLE ❑ o 7 6 PANELS' 26 Ga. CW - Charcoal PVDF RD06- - 3/4" ROD CA03- - 3/8' .-- Project shall comply with permit conditions as RD07- - 7/8" ROD CA04- - 1/2' CABLE h CCHRI noted on the permit. RDOS- - 1' ROD y��ag yys�ST/9 RD09- = 1 1/8" RODS 4 6 RD10- = 1 1/4" ROD t3� The plans shall be on site at the time of the y = C:) 5 5 inspection.Failure to have permit and plans on P P P 2. ROD/CABLE BRACING THAT OCCURS IN FLUSH OR O site may require re-Inspection. INSET GIRT CONDITIONS WILL REQUIRE FIELD SLOTTING 3 52021 O 4 9 OF GIRT WEBS TO ALLOW FOR BRACING. FS rQQ Any plan revisions shall be submitted and NO 3. FRAMED OPENINGS WHICH ARE FIELD LOCATED WILL approved PRIOR to installation or field changes. 07/27 2020 REQUIRE FIELD CUTTING OF GIRTS AND SHEETING. N Changes in Engineering Documents or Details 5 F LU require a letter and stamped detail unless 4. THIS DRAWING IS NOT TO SCALE. otherwise approved. € g o 0 U Mason County Permitting I W N \n N N \n � O TRIM TABLE IM FRAME LINE A OID PART LENGTH DETAIL 1 BS801 122.000 TRIM-301 2 BSB01 Use Drop TRIM-301 $ 3 OCA01 242.000 TRIM-7 4 MFBO1 121.000 TRIM_? 5 CCA121 121.000 TRIM-19 6 JTA097 97.000 TRIM-98 7 CCA193 193.000 TRIM_19 0 8 HTA196 196.000 TRIM 98 9 1 MEMBER TABLE 1 160-0'OUT-TO-OUT OF STEEL -0� FRAME LINE A E 8 T 6 ART LENGTH 5 4 3 2 DJ MARK 23 JOBC060 153.500 m 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" DH-21 J08C060 192.000 a E-25 OBZ060 216.000 E-26 08ZO60 228.000 E-33 08Z060 12.000 S8Z84 FIELD CUT G-31 08Z060 233.250 _ w E-25 10 E-26 LOB E-26 E-26 E-26 E-26 E-26 E-25 w #G-32 08Z054 42.000 a„ clq --- - ---- --- - ---- -- - ---- --- - ---- --- - ---- -- - ---- -- - ---- -- - ---- G-33 08Z060 227.00011� l G-34 08ZO60 233.250 ..§ 5'-3 1/2its lit I O DH-2 6 r� r7 DH-2t r7 r� DH-21 r� r) DH-21 ,.� r� DH-2 6 r7 r) DH-21: rT r7 OH-21 r� r� DH-21: r� p CONNECTION PLATES $ $ - 01 O O N N O N N O N N O N N O N I r � _I 4'-0" 3 K2 0l N N of N N I N `i I I I I I I I I I I I I I I m FRAME LINE A M 3'-6' m DJ-23 00 E9 00 °° fO �o lIuTAR02 ❑ID MARK PART-� him. 0 0 0 0 o a o -_o 0 0 o a o -0 1GCC03 a � LLH------ -- ------ - ------ - ------- - ------ ------ -- ------ -- ------ H CI3 CIS CI3 CI3 CIS CIJ CI3 H _ _ 2 GF101 EC-26 RF1-21 RFl-21 RF1-21 RF1-21 RF1-21 RF1-21 RF1-21 EC-21 .. OI 0 0 t 1I I 0 0 0 I 000 tt �c4'(I 0 0 ' " I0 N1 NL ' " NN 16'-0 J, " OI a- 16' N SIDEWALL FRAMING: FRAME LINE A z 0 Q Q Q W 9 Z - o o� 0 0 0 0 0 0 0� o� 0 o - - o �o o to si o o _ _ 0 0 0 0 0 - - o� o� 0 0 0 _ 0 0 0 o z to 4 0 00 a0 a0 W 00 0 O o0 00 CO 00 t 0 00 00 00 00 00 0 0 W 00 00 DO QO 0 O o0 00 00 00 L 0 CO of UO o0 00 p 0 00 00 00 00 a0 0 O 00 00 00 a0 ° 4 ~ S O Gi (O t0 tD (O (O f0 (p f0 (O c0 tD to (O f0 t0 CD (O CO (p (O t0 t0 tp co (D (O t0 (O [O (� t0 Co (O tD (D f0 1. 6 8 7 6 6 8 7 611$ 8 7 6 6 8 7 6 cep 6 8 7 91, 6 Lr) 8 7 6 c�D L 6 8 7 6 tu]D 6 8 7 6 3 d J U m 5 5 5 5 5 �5 5 5 5 �� 5 5 5 5 W = j W -------- ------- ------- --------- ------ --------- --------- ------- SIDEWALL FRAMING PLAN = C„ a � ww� =, 1 2 APPROVED AS NOTED GENERAL NOTES W z Z fL o 1. STD. ROD/CABLE SIZES PER PART PREFIX ARE: Z(D � � W _ Reviewed for Code Compliance for those items ROD CABLE W p o o U m o SIDEWALL SHEETING & TRIM: FRAME LINE A listed on the application or permit. RDo5- - 5/8" ROD CA02- - 1/4• CABLE a RD06- - 3/4' ROD CA03- - 3/8' CABLE PANELS: 26 Go. CW - Charcoal PVDF Project shall comply with permit conditions as RDO7- - 7/8' ROD CA04- - 1/2" CABLE art CHR�B RD08- - 1' ROD E UQ Wq�, ri9 noted On the permit. RDO9- = 1 1/8" ROD RD10- = 1 1/4• ROD y The plans shall be on site at the time of the O inspection. Failure to have permit and plans on 2. ROD/CABLE BRACING THAT OCCURS IN FLUSH OR O site may require re-inspection. INSET GIRT CONDITIONS WILL REQUIRE FIELD SLOTTING �552021 O OF GIRT WEBS TO ALLOW FOR BRACING. s aunt T Any plan revisions shall be submitted and 3. FRAMED OPENINGS WHICH ARE FIELD LOCATED WILL 07/27 2020 O approved PRIOR t0 installation or field changes. REQUIRE FIELD CUTTING OF GIRTS AND SHEEIING. CV Changes in Engineering Documents or Details - g w require a letter and stamped detail unless 4. THIS DRAWING IS NOT TO SCALE. 19,61 IV! n O otherwise approved. ss� s E s00 Mason County Permitting 11. -1 W " O N O N n C BOLT TABLE FRAME LINE 1 LOCATION I QUAN TYPE DIA LENGTH Columns Raf 1 4 A325 1 2 2 f , A C 1'- 30'-0" OUT-TO-OUT OF STEEL '-O" TRIM TABLE FRAME LINE 1 g OID PART LENGTH DETAIL 12 19 15'-0" 15'-0" 1 BSBO1 122.000 TRIM_301 2 OCAO1 242.000 TRIM_? a 3 MF801 121,000 TRIM-7 3/4" 4 RTA02 242.000 TRIM_849 12 5 RET03 121.000 TRIM-849 ` E 127 A7 6 RRA01 121.000 TRIM-849 _ — — 3 I ER-21 EE-22 7 SCT121 121.000 TRIM_849 . 8 RRA01 121.000 TRIM_849 m 9 CCA121 121.000 TRIM-19 t 10 JTA087 87.000 TRIM_98 a 11 CCE040 40.000 TRIM_19 I 12 1 HTA044 1 44.000 TRIM 98 2? G-24 G MEMBER TABLE O = I G-22 Im c FRAME LINE 1 $' o m o 0j MARK PART LENGTHS"s gg? EB-22 W8x10 33.500 N N. EB-27 W8x10 33.250 :< t G-21 N cV G-23 G-24 EC-21 W8x10 149.688 H ❑ - EC-22 W8x10 139.438 to I o -3Q3 I `j EC-23 W8x10 129.188 $ 8 ER-21 W8x10 359.688 Q 4 65a3 _ _ _ DJ-21 J08CO60 90.000 I J E I I G-21 08ZO54 58.500ail e � EC-21 EC-22 EC-23 G-22 08ZO54 186.500 W G-23 08ZO54 82.000 • 5'-10" 3'-4" 5'-10" G-24 08ZO54 186.500 E • S . . ., CB-21 RD05- 209.000 CB-22 RD05- 215.000 GIRT t'-3 LAPS t'-3' FLANGE BRACE TABLE FRAME LINE 1 ENDWALL FRAMING: FRAME LINE 1 DID SIDES MARK CLIP n n n 1 1 FBC30 � Y Y Y CONNECTION PLATES z FRAME LINE 1 O ❑ID MARK PART 4 5 6 7 8O 12 1 1 GCC03 W U) U Z -- -- — - _ — — 0 — _ _ CA N =� O rtCq - Cq _ w Q > 2 to t t r, O O 0 O O 3 O W 6 M o 00 Ed z f— u; Q ,- LO In LO °- w w J r ENDWALL FRAMING PLAN N APPROVED AS NOTED w 2 O Q co 1 1 GENERAL NOTES � W _ Reviewed for Code Compliance for those items 1. STD, Roo/CABLE SIZES PER PART PREFIX ARE: o y Q U m N listed on the application for permit. ROD CABLE a O RD05— — 5/8' ROD CA02— —1/4' CABLE S CHR Project shall comply with permit conditions as RDO6— = 3/4' ROD CA03— = 3/8" CABLE E� SST noted on the permit. RD07- - 7/8' ROD CA04- = 1/2' CABLE t RD08- - 1' ROD I\ The plans shall be on site at the time of the RD09- = t 1/8' ROD % = O inspection.Failure to have permit and plans on / O p p p RD10- = 1 1 4 ROD �� O s2021 ENDWALL SHEETING SC TRIM: 1 site may require re inspection. 2. ROD/CABLE BRACING THAT OCCURS IN FLUSH OR Fssl I � PANELS' 26 Go. CW - Charcoal PVDF INSET GIRT CONDITIONS WILL REQUIRE FIELD SLOTTING N • Any plan revisions shall ll submitted and OF GIRT WEBS TO ALLOW FOR BRACING. 07/27 2020 O approved PRIOR to installation or field changes. N 3. FRAMED OPENINGS WHICH ARE FIELD LOCATED WILL s w Changes in Engineering Documents or Details � � - � _ � REQUIRE FIELD CUTTING OF GIRTS AND SHEETING. "g g c N require a letter and stamped detail unless $ '81-ig� 0 otherwise approved. 4. THIS DRAWING IS NOT TO SCALE. ss Mason Count Permitting tiW o � N � \r N � r o BOLT TABLE En FRAME LINE 9 LOCATION I QUAN TYPE DIA LENGTH C A Columns/Rat 1 4 A325 1 2 2 1'— 30'-0" OUT—TO—OUT OF STEEL —0" TRIM TABLE g FRAME LINE 9 B OID PART LENGTH DETAIL 15'-0" 1 BS801 122.000 TRIM-301 2 OCA01 242.000 TRIM-7 3 MFB01 121.000 TRIM-7 Q 3/4" 4 RTA02 242.000 TRIM-849 12 5 RET03 121.000 TRIM-849 s q7— EBI27 •5 I 21 6 RRA01 121.000 TRIM_849 ER ; w EB-22 B3 — 7 SCT121 121.000 TRIM-849 z I — — 8 RRA01 121.000 TRIM_849 m — -- N 9 CCA121 121.000 TRIM-19 10 JTA087 87.000 TRIM-98 11 CCE040 40.000 TRIM-19 J N 12 HTA044 44.000 TRIM 98 G-22 G� G-24 Le ' �© MEMBER TABLE $ o 1 CD MARK LINE 9 O ^ r R1 a I o � o I MARK PART LENGTH S � SI lv EB-22 W8x10 33.500 1 EB-27 W8x10 33.250 � a NA G-22 G-25 N N G- 6 EC-24 W8x10 129.188 � � 0 EC W8x10 139.438 0 0 tD EC-26 W8x10 149.688g8g ;, ER-21 W8x10 359.688 Q till b R02 _ _ _L _ E9 _ DJ-21 J08C060 90.000 • w � I I J C I G-22 08ZO54 186.500 g ego EC-24 EC-25 EC-26 G-24 08Z054 186.500 G-25 08Z054 82.000 r •A s 5-10" J.3'-4"J. 5'-10" G-26 08ZO54 58.500 • CB-21 RD05— 209.000 CB-22 RD05— 215.000 GIRT LAPS 1 -3 FLANGE BRACE TABLE FRAME LINE 9 ENDWALL FRAMING: FRAME LINE 9 # DID SIDES MARK CLIP n n n 1 1 FBC30 3 Y Y Y CONNECTION PLATES z Q 3/4" 00 [lipMMARK PART 12 4 5 6 1 MARK/PART = Co U z_ J z o N J O - Ln = a oo C Q W J U e O O O LO 1 T c0 00 3 O w z Q 3 O O O Ln O O �' _ �/ ri cD (!j Q 2 9 9 ENDWALL FRAMING PLAN w � 5 o Q APPROVED AS NOTED zU 1 1 GENERAL NOTES Z s LL1 _ Reviewed for Code Compliance for those items w ❑ U oN 1. STD. ROD/CABLE SIZES PER PART PREFIX ARE: o — N Q D o listed on the application for permit. ROD CABLE RD05- = 5/8" ROD CA02- = 1/4" CABLE Project shall comply with permit conditions as RD06- = 3/4' ROD CA03- = 3/8' CABLE ENS CFIR�Sl noted on the permit. RD07- = 7/8" ROD CA04- = 1/2' CABLE p4 1 RD08- = 1" ROD Q✓ a The plans shall be on site at the time of the Roos- = 1 1/8" ROD u p inspection. Failure to have permit and plans on RD10- = 1 1/4' ROD ENDWALL SHEETING & TRIM: FRAME LINE 9 site may require re inspection. 5202 o 2. ROD/CABLE BRACING THAT OCCURS IN FLUSH OR �.�+�1 L SSIawT PANELS: 28 Ga. CW - Charcoal PVOF Any plan revisions shall be submitted and INSET GIRT CONDITIONS WILL REQUIRE FIELD SLOTTING OF GIRT WEBS TO ALLOW FOR BRACING. O7/27 2020 �approved PRIOR to installation or field changes. N Changes in Engineering Documents or Details 3• FRAMED OPENINGS WHICH ARE FIELD LOCATED WILL «� w REQUIRE FIELD CUTTING OF GIRTS AND SHEETING. = sxa" O e=6=_s_" require a letter and stamped detail unless E e og eo.V r a��? otherwise approved. 4. THIS DRAWING IS NOT TO SCALE. "'m brava U Mason County Permitting EEo� E$ ° pN=o �v- LU - me3°'d�PPr2� �"m�c ANg�mN�m (4) 1/2°0 X 2" BOLTS 1'-4' COLUMN N RAKE ANGLE (LLV.) ENOWALL MK. MAR01 6 BOLTS 0 SINGLE CEE RAFTER) COLUMN N N 4• 2' O 8'/12'GIRT RAFTER A325 BOLTS H0603 o FASTENER MK. RT NUTS H0300 4• 3 o 10"GIRT AT EACH SUPPORT PURLIN CUP u' �' ., "' 1 1/2" m �U ibt+ GCC03 Hiti L1 1 2 T-1 OF 4" 5 RAFTE — N CLIP SHOP WELDED 3 g CLIP REQ'D 6 � O O O O o TO JAMB MK. EWAO1 o 0 AT SINGLE 1 1/2" CEE RAFTER ' CLEAR OPENING U ERECTOR NOTE: CLIP IS SHOP WELDED ENDWALL COLUMN STEEL LINE o IN PLACE. RAFTER- 1/zGIRT E/W GIRT SHOPcuWPnED z 3 4' o auNNa DOOR JAMB o � GIRT ANGLE MK. IMAGO 3 5 8 FLANGE � SECTION A o WITH (2) H1020 (Flan 6 CUT TO LENGTH) L WELDED CLIP ® ENDWALL RAFTER EW COLUMN TO RAFTER CONNECTION BYPASS ENDWALL GIRT AT CORNER JAMB TO FINISHED FLOOR a) **s o USE (4) 1/2" x 1 1/4' A307 (CONTINUOUS RAFTER) o USE (b) 1/2"z 1 1/4'A307 n Ig& BOLTS H0500 NUTS H0400 /� "ATTACHMENT TO SLAB BY OTHERS" E9 o BOLTS H0500 /NUTS H04N A7 o REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS B3 $ REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS D 1 2 .7 nr$m m REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REOUIREAIENiS a 5• /� PART MTRL SIZE MTRL THICK. ERECTOR NOTE: _ a AT EACH LAPPED GIRT CONNECTION, (1) 1/2" X 1 1/4" THIN r � $ HEAD BOLT H0515/NUT H0400 MUST BE USED TO ATTACH THE $ PURLIN LAP PURLIN LAP 4 FIRST GIRT TO THE GIRT CLIP. THE BOLT/NUT ASSEMBLY MUST SEE PLAN SEE PLAN BE WRENCH TIGHT PRIOR TO THE LAPPED GIRT BEING INSTALLED. COLUMN • �$�w2§o _ REFERENCE THE STANDARD "LAPPED GIRT DETAIL" FOR MORE INFORMATION. ® ® 0 COLUMN SHOP CLIP VARIES ' , g � L � o C 0 O Q WELDED CLIP GIRT N SHOP • • PURLIN SHOP WELDED WELDED CLIP GIRT O O • CLIP O 0 0 O _0_ 0_ ® ® ® S__84 GIRT lnP)0 3 Z 3 RAFTER i— GIRT 4" q TO � OF FIRST SET OF HOLES 4 3 " 0 RAFTER LAP GIRT LAP LENGTH OF FIELD CUT GIRT -1 SEE ELEVATION SEE ELEVATION W S PURLIN TO INTERIOR FRAME RAFTER GIRT TO COLUMN SIMPLE SPAN GIRT TO COLUMN z o USE(8) 1/2' x 1 1/4"A307 USE(7) 1/2"x 1 1/4'A307 USE (4) 1/2' x 1 1/4'A307 UNPUNCHED SHORT GIRT DETAIL N BOLTS H0500 /NUTS H0400 RATS HOs00/ NUTS H0400 FIELD CUT TO LENGTH AND FASTEN � z `� oBOLTS H0500 /NUTS H0400 A m REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS GZ o_ REFERENCE ERECTOR NOTE FOR TYPfCA7.WASHER REQUIREMENTS H2 REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS H4 WITH (3) H1020 AT EACH END cV J U m U � � W S k13 JAMB HOLDBACK NOTE: d J U " SHAPE DIMENSION C 3' PRE-DRILL HOLES 0 NESTED ZEE GIRTS PRE-DRILL HOLES 0 NESTED ZEE GIRTS ~ W Z Q s 4 4 & DOUBLE CEE GIRTS IF REQUIRED. & DOUBLE CEE GIRTS IF REQUIRED. CLIP SHOP WELDED Lu TO HEADER/SILL = H s 4 a' CLIP GIRT (6) TEK 3 Lu w =tcd Q S 4 a SHOP WELDED (6) TEK 3 �� SCREWS H1020 sa U Q cep HOLDBACK TO JAMB SCREWS H1020 Z LU o U = w o DIMENSION JAMB w o oLLI o CUP SHOP WELDED CEE GIRT d D_ r U o � CLEAR OPENING O„ �hT CHR� Sly DOOR JAMB ® i �� y Q CD /52021 CD ® CD WELDED Aas7 DOOR JAMB CLIP N GIRT FRAMED HEADER/SILL 07/27 2020 w OPENING d eLEgs = EBog�o.rrE g g2 '� O o�o`^esr�zN o GIRT TO JAMB DOOR JAMB TO GIRT DOOR JAMB TO GIRT HEADERZSILL TO JAMB o USE(z) 1/2•x 1 1/4'A307 O i-fif USE(2) 1/2'x 1 1/4'A307 BOLTS H0500/ NUTS H0400 9� �o EC �05 BOLTS NCE E/ NUTS H0400 K3 L8 o L9 g2--aido- REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS c� REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS _ �o`m[iE wvsiuom n8` ROD MARK HILLSIDE FLAT A307/A325 COUPLING o N DIAMETER NUMBER WASHERS WASHERS NUTS NUTS o SFc 5/8" 0 RD05 _ (2) H0930 (2) H0210 (2) H0310 H0810 SON 3/4" 0 R006 _ (2) H0930 (2) H0220 (2) H0320 H0820 7/8" 0 RD07 _ (2) H0930 (2) H0230 (2) H0325 H0830 JAMB GIRT 1" 0 RD08 _ (2) H0960 (2) H0240 (2) H0330 H0840 H1020 FASTENER 1 1/8" 0 RD09 _ (2) H0960 (2) H0250 (2) H0450 H0850 $ (12" O.C.) 1 '/4" 0 RD10 — (2) H0960 (2) H0260 (2) H0340 H0860 PURUN GIRT SEE PLANS AND ELEVATIONS FOR BRACING MARK NUMBERS STEEL 10 LINE HEADER WRAP MK. Hw_ ROD ASSEMBLY MK. RD_ COLUMN OR HILLSIDE WASHER, FRAME 4"� S JAMB RAFTER FLAT NUT HER, .P1 6 COUPLING NUT SHOP WELDED CUP 0 CS H1020 FASTENER (QUANTITY VARIES) 7 3 (12" O.C.) -SECTION 3 EAVE STRUT LO N HEADER WRAP DETAIL ROD BRACE DETAIL n B� gig;;$« 16 s (WEB TO WEB) 's 1lq; 241. ^�s� I Ile Hs a EXTENSION BEAM 35 ly ; MAR01 1/4• 3/4• PURUN n CLIP EAVE EXTENSION§. MK.EECO1 3/4• 3/4• 4 1/4•� 3/ 3/4• CEE CHANNEL 3/4' BLDG.L Q ENDWALL RAFTER TE FRAME EXTENSION E EA z SEE PLAN FOR MK/ SHOP WELDED P Y33 CEE CHANNEL S I D EWALL LU Y38 = EAVE S,RLIT c z BLOG.� EAVE EXTENSION DETAIL �/ W co NOTE USE 1/2X 2•A325 BOLTS H0603/NUTS H0300 (U.N.O. ) I 2 O F N =� ENDWALL Y35 1 C) Q 6• i 1/4• 1 1/4• O LLLI U 6• 6• UKPEECOI APPROVED AS NOTED • D_ c :5 Q Mason County Permitting W W o Q Reviewed for Code Compliance for those items W z() = w o listed on the application for permit. W U o o� = = o a0 � yotSC) mN 3/4 Project shall comply with permit conditions as a o 4• 1 1/4• ��E>RENSION noted on the permit. 4-E�T CFIR�sr 2 3/4• Op ` el'� The plans shall be on site at the time of the � inspection.Failure to have permit and plans on r3 1/4• 3/4• 1 1/2• 1 1/z• CEE CHANNEL site may require re-inspection. " y = CD Any plan revisions shall be submitted and slDa1 O RAKE EXTENsia+� SEE PLAN SEE PLAN FRAME approved PRIOR to installation or field changes. 8s.y T Changes in Engineering Documents or Details N 07l27 2020 p S I D EWALL require a letter and stamped detail unless otherwise approved. a}y W SN EAVE & RAKE EXTENSION DETAIL bssl; o � _ o U NOTE USE 1/2 X 2•A325 BOLTS H0603/NUTS H0300 (U.N.O.) N ** DMD MAROI TO EXT. STEEL LINE a �„ O N O N N FAVE STRUT EAVE STRUT 01_10.SHOP WELDED n O SHOP WELDED EXTENSION BEAM CLIP EXTENSION BEAM BUILT UP OR HIGH SAVE STRUT CUP HOT ROLLED HOT ROLLED DOT BEAM EXTENSION BEAM m SEE PLAN FOR MKN SEE PLAN FOR MK/ „y SEE PLAN FOR MK/ MAH.-W/(2) MAH.—W/(2) H1020 H1020 CWELDED 93C LIP CUP t� m ti O O � CEE O O O 0 0 14' 11/2� u REF BOLT SCHEDULE ON CEE CEE ROOF FRAMING PLAN REF BOLT SCHEDULE ON FOR BOLT h NUT MK/ W' SHOP o SAVE SMUT SHOP SHOP FAVE STRUT 6 5 8' X 2 1 4' WELDED MAN FRAME COLUMN ROOF FRAMING PLAN P&B RAFTER AND QUANTITY OF REO"D) CUP CUP A325 BOLTS HD610 FOR BOLT k NUr MK/ 1 1/4- 1 1/4" A325 NUTS H0310 41 IS. AND QUANTITY 0. 0 m VARIES 12" VARIES V-4' 6' 6" c SEE SEE PLAN EAVE 'v O E EXT. O BLDG. O EAVE EXr. SINGLE ONR DOUBLE FRAME OR ENDWALL RAFTER o EAVE EXr. O BLDG. !r o BLDC. CEE ENDWALL COLUMN MAN FRALIE COLUMN O LOW EAVE EXTENSION DETAIL Y32 LOW EAVE EXTENSION DETAIL Y33 EAVE STRUT AT EAVE EXTENSION DETAIL z HIGH EAVE EXTENSION DETAIL Y3 a $� BYPASS GIRTS AT INTERMEDIATE FRAMES POST AND BEAM ENOWALL Y3 5 Q GIRT AT INTERMEDIATE FRAMES W/GUSSET(BYPASS CONDITION) 1,1E le FOR HAUNCH DEPTHS> 1'-3' NOTE USE(4) 1/2 X 2"A325 BOLTS H0603/NUTS H0300 $ i NOTE USE 1/2X 2-A325 BOLTS H0503/NUTS HO300 U.N.O. REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REOUIRENENTS NOTE USE 1/2X 2"A325 BOLTS H060J/NUTS H0300 U.N.O. 51 NOTE USE 1/2X 2"A325 BOLTS HO503/NUTS H0300 U.N.O. SEE GIRT DETAIL FOR BOLT REQUIREMENT O GIRT 3 TYPICAL FLANGE BRACE MARK NUMBERS ERECTOR NOTE: UNLESS SPECIFICALLY NOTED OTHERWISE, STD 1/2' A307 BOLTS ACTUAL FLANGE BRACES DO NOT HAVE MARK NUMBERS ON THEM STANDARD ZEE GIRT ORIENTATION IS TO HAVE THE GIRT TOED MK. H0500 r >a DOWN AT THE STEEL LINE AS SHOWN IN THE DETAIL BELOW. NO WASHERS REQUIRED - 8 8 O'_10. HIGH �� � FBC� UNLESS SPECIFICALLY NOTED OTHERWISE, STANDARD CEE GIRT OUTSIDE FLANGE U s6�A e 3 EXTENSION BEAN INDICATES LENGTH OF FLANGE BRACE IN INCHES ORIENTATION IS TO HAVE THE GIRT TOED UP AS SHOWN IN THE . S g SEE PLAN FOR MK/ LENGTH DETAIL BELOW. STANDARD CLIP ATTACHMENT IS BELOW THE .4 u= GIRT, HOWEVER SOME DETAILS REQUIRE THAT THE CLIP BE GIRT LAP BOLTS NOT CUP SHOWN m SHOWN FOR CLARITY. e _ €' 6 5/8-0 X 2 1 4' ABOVE THE GIRT. (REFER TO THE GIRT DETAILS ON THE REFERENCE THE STD. � 8 ERECTION DRAWINGS FOR REQUIREMENTS) BOTH CLIP LAPPED GIRT DETAIL SECOND LAPPED A3zs NUTTSS H0310 ATTACHMENTS ARE SHOWN IN THE DETAIL BELOW. FOR THOSE GIRT REQUIREMENTS. FBD__ ►1 BOLTED OR JCEE COLUMN i OPTIONAL CLIP THIN HEAD 1/2" BOLT WELDED clRr INDICATES LENGTH OF FLANGE BRACE IN INCHES LENGTH ZEE CONNECTION (NO WASHERK. H0515 `REQUIRED) CLIP GIRT COLUMN ( Rµ� CEE FIRST LAPPED GIRT Q z GIRT z STANDARD CUP z 1 4• GIRT _L CONNECTION STD. 1/2' A307 COLUMN TYPE. FB E__ COUNTER LENGTH � CLIP J NUTS MK. H0400 0 VARIES LOCATION,AND L�_ 01 35 7 8" W W GIRT J oRIEMATION VARr COUNTER - SEE CHART 02 37 1 8' CLIP rt o EwE EXr. O BLDG. (SEE PLANS) 03 49 1 2" _ N HIGH EAVE EXTENSION DETAIL o4 sot 4' ZEE GIRT ORIENTATION CEE GIRT ORIENTATION o LAPPED GIRT DETAIL "' z ' O LAPPED GIRTS o INTERIOR BAY COLUMNS z Y38 M STANDARD GIRT ORIENTATION DETAIL C) ** THE THIN HEAD 1/2' A307 BOLT MUST BE INSTALLED INTO THE � Q POST AND BEAM ENDWALL o $ FIRST GIRT AND CUP OF A LAPPED CONDITION. THE BOLT/NUT J Z w NOTE:USE 1/2X 2"A325 BOLTS H0603/NUTS H0300 U.N.O. O NOTE: BYPASS GIRT CONDITION IS SHOWN FOR REFERENCE �' ASSEMBLY MUST BE WRENCH TIGHT PRIOR TO THE SECOND LAPPED -I 0 t SEE GIRT DETAIL FOR BOLT REQUIREMENT O GIRT < ONLY. YOUR PROJECT MAY HAVE FLUSH OR INSET GIRTS. GIRT Nr INS7AI I Fn_ N — 2'-4 1 2" OR 3'-6" FLANGE BRACE OPPOSITE SIDE 11 U N PURLIN REQUIRED WHERE INDICATED LU ? < CEN ERECTION DWGS. AS NS & FS" 0 w NOTE: Mason County Permitting APPROVED AS NOTED wCL � wO Q 1 2 REQ'D FOR BOLTING Reviewed 2" A325 BOLTS LU U = w o Reviewed for Code Compliance for those items o CD LU ARE listed on the application for permit. c o rr, D BRACES. 0 0 H0603 BOLT 0 H0300 NUT H0200 WASHERS <7FLANGE BRACE Protect shall comply with permit conditions as H0603 BOLT MARK FB noted on the permit. cH FLANK E FBRACE H0300 NUT ��0t 4 CHIT" RAFTER MARWASHERS The plans shall be on site at the time of the ��, NOTE: inspection.Failure to have permit and plans on : O 1/2 X 2" A325 COLUMN H000 BOUT site may require re-inspection. 00 BOLTS ARE REQ'D 52021 FOR BOLTING WASHERS Any plan revisions shall be submitted and Ass rs1� H0603 BOLT FLANGE BRACES. approved PRIOR to installation or field changes. H0300 NUT _3 Changes in Engineering Documents or Details H0200 WASHERS g g g 07/27 2020 i N require a letter and stamped detail unless w FLANGE BRACE OPPOSITE SIDE 2'-4 1 2" WALL GIRT otherwise approved. 9 5_ _ 2 REQUIRED WHERE INDICATED (OR 3'-6") 9 1 :' - O 0 ON ERECTION DWGS. AS "NS & FS" . TYP FLANGE BRACE ® PURLIN & RAFTER TYP FLANGE BRACE BU COL & GIRT � > s X° y. �� � ❑ S NOTE: SEE PLANS AND ELEVATIONS FOR NOTE:SEE PLANS AND ELEVATIONS FOR �€sbf3 FLANGE BRACE PART MARKS FLANGE BRACE PART MARKSo COLLATERAL DEAD LOADS, UNLESS OTHERWISE NOTED, ARE ASSUMED TO BE TYPICAL FIELD WELD UNIFORMLY DISTRIBUTED. WHEN SUSPENDED SPRINKLER SYSTEMS, UGHTING, o N HVAC EQUIPMENT, CEILINGS, ETC. ARE SUSPENDED FROM ROOF MEMBERS, REQUIREMENTS ERECTOR NOTE: CONSULT ENGINEER. OF RECORD IF THESE CONCENTRATE[) LOADS EXCEED 500 PURUN UNLESS NOTED OTHERWISE ON DRAWINGS BRACE "X' i NOTE: THE PURUN POUNDS (USING THE WEB MOUNT DETAIL) OR 200 POUNDS (USING THE FLANGE ( ) MOUNT DETAIL), OR IF INDIVIDUAL MEMBERS ARE LOADED SIGNIFICANTLY MORE BRACING ATTACHMENT m THAN OTHERS. ALL FIELD WELDING MUST BE PERFORMED BY AWS/CWB CERTIFIED WELDERS PURUNMETHOD IS THE SAME REGARDLESS OF THE WHO ARE QUALIFIED FOR THE WELDING PROCESSES AND POSITIONS INDICATED. SECONDARY MEMBER 3 TYPE (ZEE, CEE, EAVE PURUN FLANGE ALL WORK MUST BE COMPLETED AND INSPECTED IN ACCORDANCE WITH THE STRUT, BEAM, ETC.) m PURLIN STIFFENING UP APPLICABLE AWS/CWB SPECIFICATIONS. �S 8 PURUN WEB WELD ELECTRODES USED FOR THE SMAW (OR STICK) WELD PROCESS ION INSTRUCTIONS MUST BE 70 KSI/483 MPa MATERIAL AND LOW HYDROGEN CONTENT. ANGLES 'BACK-TO-BACK" GENERAL RESTRICTION: ORY PUNCHED SLOTS, BEND UNDER NO CIRCUMSTANCES CAN THE PURUN STIFFENING UP _ _ HOWN AND ATTACH WITH U BE FIELD MODIFIED FROM THE FACTORY SUPPLIED CONDITION. TENER PER END. GALVANIZED STEEL FIELD WELDING ALSO DO NOT HANG ANYTHING FROM PURUN STIFFENING UP. 2) CONNECT THE PURUN BRACES AT THE RECOMMENDATIONS INTERSECT1oN WITH (1) H1020 FASTENER c4 w � OPTIONS FOR SUPPORT ATTACHMENTS PREPARATION OF WELD AREA (1) H1020 m OPTIONFASTENOPTION B Aw5 D-19.0, WELDING ZINC COATED STEEL CALLS FOR WELDS TO BE (TYPICAL) ROOF STEEL US r (200 LBS MAX) (500 LBSMAX� MADE ON STEEL THAT IS FREE OF ZINC IN THE AREA TO BE WELDED. FOR GALVANIZED STRUCTURAL COMPONENTS, THE ZINC COATING SHOULD BE DRILL SUPPORT SUPPORT ANGLE OR SOME REMOVED AT LEAST ONE TO FOUR INCHES (2.5-10 cm) FROM EITHER SIDE THROUGH THE OTHER TYPE OFBOTTOM FLANGE OF BRACKET. (NOT BY NBS) OF THE INTENDED WELD ZONE AND ON BOTH SIDES OF THE WORKPIECE. THE PURUN. SUPPORT THROUGH GRINDING BACK THE ZINC COATING IS THE PREFERRED AND MOST COMMON PURUN WEB. CE "X' A r 3 METHOD; BURNING THE ZINC AWAY OR PUSHING BACK THE MOLTEN ZINC AN) s ' $;1/2'm MAXIMUM BOLT PURUN z 2 (NOT BY MBS) FROM THE WELD AREA ARE ALSO EFFECTIVE. FASTENER $ 5 a ANGLE SUPPORT TOUCH—UP OF WELD AREA (NOT BY MBS) WELDING ON GALVANIZED SURFACES DESTROYS THE ZINC COATING ON `� M AND AROUND THE WELD AREA. RESTORATION OF THE AREA WILL BE 1" MAXIMUM FROM 11 1' MAXIMUM FROM PLAN VIEW OF PURLIN BRACING LOCATIONS PER BAY 0 8 $ ?_ ZENTERONE-07-PURUN CENTERLINE OF PUR0N___ PERFORMED IN ACCORDANCE WITH ASTM A 780, STANDARD PRACTICE FOR c WEB TO CENTERUNE OF WEB TO CENTERUNE OF REPAIR OF DAMAGED AND UNCOATED AREAS OF HOT-DIP GALVANIZED 1) THERE ARE ALWAYS (2) ROWS OF PURUN BRAfING REQUIRED REGARDLESS u SUPPORT SUPPORT OF THE BAY LENGTH. g a COATINGS, WHICH SPECIFIES THE USE OF PAINTS CONTAINING ZINC DUST, s" ZINC-BASED SOLDERS OR SPRAYED ZINC. ALL TOUCHUP AND REPAIR 2) THE PURUN BRACING IS ALWAYS SPACED AS SHOWN IN THE DETAIL BELOW. 3 ' 8 _ METHODS ARE CAPABLE OF BUILDING A PROTECTIVE LAYER TO THE OPTION MAX THICKNESS REQUIRED BY ASTM A 780. RAFTER 200 LEIS MAX x SAFETY & HEALTH IF PURUN FLANGE ±1� WHEN WELDING DIRECTLY ON GALVANIZED STEEL IS UNAVOIDABLE, OSHA SUPPORT CLAMPS 'X' = TOTAL PROJECTED PERMISSIBLE EXPOSURE UMTrS (PELS) MAY BE EXCEEDED AND EVERY ARE USED. DISTANCE FROM THE PRECAUTION, INCLUDING HIGH-VELOCITY CIRCULATING FANS WITH FILTERS, CENTERLINE OF THE PURUN WEB TO THE END AIR RESPIRATORS AND FUME-EXTRACTION SYSTEMS SUGGESTED BY AWS, PURUN OF THE END OF STIFFENER SHOULD BE EMPLOYED. FUMES FROM WELDING GALVANIZED STEEL CAN PURUN UP. (= 3 5/8" +/- 1/16� BRACE 'X' PURUN LAP CONTAIN ZINC, IRON, AND LEAD. FUME COMPOSITION TYPICALLY DEPENDS CLAMP 1" MAXIMUM NOTE: ON THE COMPOSITION OF THE MATERIALS USED, AS WELL AS THE HEAT (NOT BY NBS) THE CENTERUNE OF THE SUPPORT APPLIED BY THE PARTICULAR WELDING PROCESS. IN ANY EVENT, GOOD 0 MUST BE WITHIN 1" FROM 0.38 x LENGTH 0.24 x LENGTH 0.38 x LENGTH VENTILATION MINIMIZES THE AMOUNT OF EXPOSURE TO FUMES. CENTERUNE OF THE PURLIN WEB. LENGTH LLI CENTERUNE OF SUPPORT CENTERUNE OF PURUN PRIOR TO WELDING ON ANY METAL, CONSULT ANSI/ASC Z-49.1, SAFETY IN WELDING, CUTTING AND ALLIED PROCESSES, WHICH CONTAINS _ � U - Z o INFORMATION ON THE PROTECTION OF PERSONNEL AND THE GENERAL AREA, VENTILATION AND FIRE PREVENTION. PURUN BRACING ATTACHMENT <2:12 SLOPE co PURLIN SUPPORT METHODS SEE ROOF FRAMING PLAN(S) FOR PURUN BRACING J z m MARK NUMBERS, QUANTITIES. AND LOCATIONS N J O INFORMATION COURTESY OF AMERICAN GALVANIZERS ASSOCIATION = TYPICAL WASHER � Q REQUIREMENTS ERECTOR NOTE BOLT/NUT ASSEMBLY U (UNLESS NOTED OTHERWISE ON DRAWINGS) REQUIRED AT LAPPED o LLu z ZEE MEMBERS. (NO = F- BOLT HEAD SLOT SLOT TO SLOT CONNECTIONS WASHERS REQUIRED) m Mason County Permitting APPROVED AS NOTED 0- rn Q LU J WASHER WASHERS ARE REQUIRED ON w O <t BOTH SIDES OF MATERIAL IF w Reviewed for Code Compliance for those items Z LU o U = w = WASHER SLOTS ARE USED ON BOTH listed on the application for permit. u O m DY = m NUT SLOT SIDES (NOTE LAPPED ZEE SECTION "A" o ❑ o o U z CD MEMBER EXCEPTION). Project shall comply with permit conditions as BOLT HEAD SLOT SLOT TO HOLE CONNECTIONS noted on the permit. WASHER ONE WASHER REQUIRED ON tAPPED ZEE �1 p C 1 11 SLOTTED SIDE ONLY. MEMBERS, The plans shall be on site at the time of the PURUNS OR inspection. Failure to have permit and plans on y f� NUT _ HOLE GIRTS LAPPED NESTED REGION site may require re-inspection. CD 52021 � BOLT HEAD HOLE HOLE TO HOLE CONNECTIONS approvedAny plan rPRIOR to shallevisions stal installation ortfeeld changes. �- CD NO WASHERS ARE REQUIRED Changes in Engineering Documents or Details cV WHEN SLOTS ARE NOT USED. require a letter and stamped detail unless 07/27/2020 w O NUT HOLE otherwise approved. EBoc�"vHC8� +2 CDO WASHER PART NUMBERS vacs U H0200 — 1/2" FLAT WASHER H0240 — 1" FLAT WASHER NO WASHERS REQUIRED AT BOLTS USED INg oEs£. H0210 — 5/8" FLAT WASHER H0250 — 1 1/8" FLAT WASHER THE LAPPED REGIONS OF ZEE MEMBERS. H0220 — 3/4 FLAT WASHER H0260 — 1 1/4" FLAT WASHER H0230 — 7/8' FLAT WASHER SECTION "B" A wa`8-s` =fib upiBx gym" `' om CE_ R HAND CRIME' ING IN �T ER_ UCTION !E3 N N IMPORTANT NOTE: THE INSTRUCTIONS ON MANUAL CRIMPING TOOL OPERATION CFR SEAM TYPES NUCOR ROLL LOCKTM SEAM ^o THE PAGE ONLY ADDRESS THE USE OF THE Operating GENERAL OPERATION Crimped Roof Panel Roof Panel i Handle at with HAND CRIMPING TOOLS. THE INSTRUCTIONS The NBS CFR roof system has three seam type options. The Manual Panel Clip Open Operating project design and performance requirements govern which seam Seaming _ FOR MECHANICAL SEAMING, IF REQUIRED, Position Roof Handle type is required. Different seam types may be required on specific Tool ARE OUTLINED IN THE CFR SEAMING Panel areas of the roof. In all cases, refer to the Roof Seaming Plan in m MANUAL, WHICH IS INCLUDED WITH THE Seam erection drawings set to determine the required seam type and 8 locations. At tow Ewe,Rage, Pond Clips,R End kips Between Pond pips MECHANICAL SEAMER KIT. The "Roll Lock" Seam requires the roof panels be crimped with SPFGIAl17FD SEAMING AND HAND CRIMPING TOOLS the hand crimping tool at the panel clips, the cave, the high The finished seam of the CFR roof panels requires special seaming "A" "8" side of the roof panels, and the end laps. The Motorized tools that are available only through NBS. CAUTION; The use of other seaming/crimping equipment will result Seaming Machine is no required for this seam type.t o in faulty and/or damaged seams and shall invalidate the roof Stationary Stationary system's material and weathertightness warranties. Handle at Handle NUCOR VISE LOCK® SEAM NUCOR VISE LOCK 3600 SEAM STEP 1 Horizontal STEP 2 Roof Panel Roof Panel Roof Panel Roof Panel s SEAMING TOOL SOURCE Position The seaming tools are provided by NBS in accordance with the w a terms and conditions of the NBS contract documents. Contact the Panel Clip Panel Clip NBS Quality Service Representive to arrange scheduling, delivery and tum of the seaming tools OR to urc ase other roof accessorym = tool crimpers, modularity tools and clamps Operating t IMPORTANT: It shall be the erector's responsibility to apply the Nucor Roll LockTT'I Handle FINISHED SFAM THE FULL LENGTH OF THE PANEL RUN (PER DESIGN) FINISHED SEAM THE FULL LENGTH OF THE PANEL RUN (PER DESIGN) Set tool The Vise Lock 360 seam can be achieved b three different methods: hand crimping method in such i way as to ensure that the panels have been flush on to The Vise Lock seam can be achieved by two different methods: y adequately secured until mechanical seaming can occur. P 1. Continually hand crimping the seam with the sea Lock 360 Hand Stations 1. Continually hand crimping the seam with the Vise Lock Hand of seam Stationary Crimper. Seam needs to be hand crimped or seamed into a Vise Crimper. Lock Seam gdgr to using the Vise Lock 360 crimper. This crimper g_ CFR CRIMPING/SEAMING Stationary Handle 2 Mechanically seaming with a Vise Lock Seaming Machine. y_ P g s ' is a buy—out tool and is used to hand Grim small edge and Handle Refer to the CFR SEAMING MANUAL for specific motorized seaming comer zones. R SP REQ UIREMENTS 2. Utilizing a two pass (separate seamers) scorner method. Meaning a� instructions. This manual is included in the Motorized Scorner Kit. 5 the first pass seamer would be a Vise Lock Scorner and the g THE DESIGN OF THIS STRUCTURE REQUIRES THAT second scorner would be a Vise Lock 360 Seamer. M ' THE FOLLOWING SEAMING METHOD BE UTILIZED: Operating 3. Utilizing a Single directional Vise Lock 360 Seamer. r $& Handle Refer to the CFR SEAMING MANUAL for specific motorized seaming 1)n NUCOR ROLL LOCKTM sEwu (SEE NOTE I AND 2 BELOW) instructions. This manual is included in the Motorized Seamer Kit. 8 S 2 MODIFIED NUCOR ROLL LOCK" SEAM(SEE DETAIL ON FOLLOWING SHEET) SECTION A SECTION B 3)0 NUCOR VISE LOCK®SEMI (SEE NOTE 1, 2 AND 3 BELOW) u NOMENCLATURE n g m = 4X7 NUCOR VISE LOCK 3600sEAm (SEE NOTE 2 AND 3 BELOW) ! g— The detail above identifies the operational parts of the Roll , r W i u u NOTE 1: ADDITIONAL SEAMING MAY BE NECESSARY AS SPECIFIED Lock/Vise Lock Crimping Tool. This crimping tool is shown for the OPERATING HANDLE = 1A �� �� BY THE BUILDER. manually producing the Roll Lock Seam. (OPEN POSITION) OPERATING HANDLE 1 8 (OPEN POSITION) y MULTIPLE SEAMING TYPES MAY BE REQUIRED. REVIEW THE TOOL ORIENTATION k FORMING THE SEAM R0�0 SEAMING PLAN CAREFULLY FOR SEAMING REQUIREMENTS. Orient the tool to fit correctly onto the roof panel seam as STATIONARY shown in Sec A above. STATIONARY HANDLE A NOTE 3: NOT ALL ROOF SYSTEMS REQUIRE MECHANICAL SEAMING. When the tool is correctly positioned on the panel, push the PMOT POINT PMOT POINT L•� THE BUYER, OWNER, OR ARCHITECT MAY ELECT TO SPECIFY A stationary blade solidly against the top of the seam. While �1 MECHANICALLY SEAMED PANEL. OFTEN, FACTORY MUTUAL RATINGS holding the stationary handle in the horizontal position, rotate ice+ ALSO REQUIRE A VL360 MECHANICAL SEAMER. the operating handle down to the horizontal position. SEE THE CFR SEAMING MANUAL FOR IMPORTANT ERECTOR INFO NOTE The detail shows a short handled crimping tool, the tool Q ABOUT VISE LOCK 360 SEAMER REQUIREMENTS, you receive may be the stand—up type crimper, with either tool --PUSH ROD OPERATING PUSH ROD WHEN TO CRIMP/SEAM the orientation on the seam is the same. HANDLE OPERATING HANDLE O (CLOSED (CLOSED POSITION) As work progress's, it shall be the erector's responsibility to apply the Nucor Roll LocIY' Z hand crimping method in such a way as to ensure that the panels have been MANUAL CRIMPING AT EAVE, ENDLAP, POSITION) O U adequately secured until mechanical seaming can occur. RIDGE AND AT EACH CLIP PUSH ROD Whenever possible, the installed roof panels should be mechanically seamed as work FRAME PUSH ROD J FRAME = progreee's OR at the completion of each day's work. If high winds or AT EAVE or Cr imping AT CUPS / co U O rain/snow conditions are imminenet, the installed roof panels must be seamed RIDGE END of _ before such conditions occur. Rom. PANEL Crimping Tool Refer to the project erection drawing Roof Seaming Plan and/or Detail pages PMOT POItIT PMOT POINT _'�= (�� to determine what seaming option Is required. The above detall conveys the ` `U MINIMUM seaming requirements based upon the design of the project. Additional .J z J seaming may be necessary as specified by the builder. NOTE: multiple seaming STATIONARY SHOE (V —U � ~types may he required on a project, review the Roof Seaming Plan and details STATIONARY SHOE STATIONARY SHOE STATIONARY SHOEOPEN CLOSED carefully. Eave or CRIMPING JAWJ CRIMPING JAW OPEN CLOSEDCf) QRidge CHECK PANEL ASSEMBLY End ofPanel ClipRoof (Under Roof O W Z Q Panel Panels) _ F, Q AT ENDLAPS Crimping Tool � U) w J Female Male Lip Female Male Lip p g Crimping Tool STEP 1 UN—CRIMPED STEP 2 — CRIMPED STEP 1 ROLL LOCKED/ STEP 2 VISE LOCK 360 CRIMPED w < O Q � Hook Hook ¢ FLU z = o V CD 0 _ CD Correct Wron MANUAL CRIMPING WITH THE MANUAL CRIMPING WITH THE a o 06 U o � False Seamed) STAND—UP VISE LOCK CRIMPER STAND—UP VISE LOCK 360 CRIMPER SIDE LAP FR—UP Before seaming and/or crimping, inspect the full length of each ®R2�f The Manual Crimping procedure for the stand—up Vise Lock 360roof panel side lap. Check that the lip at the panel's male The Manual Crimping procedure for this stand—up Vise Lock crimper ed a is enclosed b the hook of the ad'acent anel's female RRo f Panelel is the same procedure as the small Vise Lock hand crimper. Thiscr mper is the same procedure as the small V se Lock 360 handg y J P En� Lap crim er could be used in con unction with the stand—u cr mper. This cr mper is designed to be used in conjunction withedge, as shown in the detail above. Any conditions where the U Slgp� p J Pthe stand—u Vise Lock crim er OR seamer. Continunall crim inmale lip is not positioned inside of the female hook must be e�d o a TE nd Vise Lock 260 crimper. Continunally crimping with this crimper will p n y crimping u ' C� end of with this crimper will result in a Vise Lock 360 Seam. corrected before attempting to seam crim the roof panels. SEEP 11 Panel 2 result in a Vise Lock Seam. p � p g / p p TOOL OPERATION .CAUTION* False seaming may occur where the female lip does not hook the roof panel's male edge. False seamed roof panels TOOL POSITION AT THE END OF THE ROOF PANEL When hand TOOL OPERATION the area n� 5r 021 O p g crimping at the Bove or ridge end of the roof panel, crimp panel toofrmother VISE LOCK h SEAM,epl place VISE LOCK360cc crimper �sSICNAL r cannot provide their designed wind load and weather resistance. STEP 1 With the handle in the upward position, place the VL P F .I IC_P AU NMEM a full 12' up from the cave and down from the ridge. crimper on panel rib. Make sure the crimper head is completely over the area with the handle in the upward position. (\1 Before seaming and or crimping, check that each roof panel TOOL POSITION AT PANEL CUPS When crimping at a panel clip down on the top of the panel rib before crimping. _Improper 07/27 2020 1 O clip is properly seated in the roof side lap assembly. Any location, center the tool over the panel clip and crimp that area, placement of crimper an the panel may result in panel and/or Step 2 Push the handle down until it stops. Release handle and v edm w CV displaced clips must be corrected before attempting to seam as shown in Detail above. crimper damage, move the crimper approximently 4", repeat step #I. EBoL"q T 2i the roof panels. TOOL POSITION AT AN END LAP When crimping at an end lap, gme ag`�� O SAItllQN Panel clips that are not properly aligned can cause IMPORTANT: If the 360 tool does not form the VISE LOCK 360 Oro^"e! Sys e cnm in mus a one in two steps. STEP 2 Push down on the handle until it stops. Release and Pg o r faultfaulty seaming/crimping and objectionable seam appearance. P gseam correctly, then stop and check the seam to see if you o2t q� oe U y neamnn STEP 1 Center the end of the crimping tool over the end lap move the crimper approximently 4" and repeat step �{1 (as needed). SEAMand seam that area. re Vcrim e a go seam theoa ea wus ith LOCK SEAM. er If not, t LOCK ntooL w Before seaming, check that the male and female edges do not STEP 2 Position the end of the crimping tool 3° from the edge P/ p p _ v'�" �,os�':' sN oa ❑ � have kinks or other distortions. Any such distortions must be of the end lap and seam that area to ensure that the panel v�ea r ise corrected before attempting to seam the roof panels. clipat this location is also crimped. DO NOT USE THE VISE LOCK 360 CRIMPER FOR TEMPORARY CRIMPING ggsPe 3 N s p �Ea CFR ROOF SYSTEM ERECTION AND APPLICATION REQUIREMENTS N N N N I. GENERAL' C7TO:d NOTES DESIGN AND PERFORMANCE CRITM-RA (CONTINUED) CFR PANEL CLIP ATTACHMENT DETAIL [ I 1.1 UNLOADING AND STORING. 2.3 PANEL CUP FASTENING REQUIREMENTS. 1.1.1 CHECK THE QUANTTTIES AND CONDITION OF CFR BUNDLES AND TRIM CRATES ON ARRIVAL. NOTE 2.3.1 MBS STANDARD CUP FASTENERS ARE DESIGNED TO FASTEN TO A STEEL m "CFR' ROOF PANEL ON THE DELIVERY TICKETS ANY SHORTAGES DAMAGE OR PANljLfL MBS BUILDING STRUCTURAL MEMBER OF.060'MINIMUM THICKNESS (16 GA).A MINIMUM OF TWO SYSTEMS SHALL NOT BE LIABLE FOR DAMAGE OR SHORTAGES WHICH ARE NOT NOTED ON THE FASTENERS ARE REQUIRED TO ENGAGE THE STRUCTURAL MEMBER AT EVERY PANEL CUP LOCATION. DELIVERY TICKETS. IN CERTAIN INSTANCES, THREE FASTENERS MAY BE REQUIRED PER CUP REQUIRED. LOOK ON 1.1.2 EXTREME CARE SHOULD BE EXERCISED WHEN UNLOADING AND HANDLING THE PANEL BUNDLES AND CHART AT RIGHT AND IN THE ERECTION DRAWINGS FOR YOUR SPECIFIC FASTENER REQUIREMENTS. ACCESSORY CRATES TO PREVENT DAMAGE. DIE WEIGHT OF THE PANEL BUNDLE IS PRINTED FASTENER PULLOUT VALUES ARE DEPENDENT UPON PROJECT LOCATION, SIZE, BALDING CODE, _L ON THE BUNDLE TAG ON THE END OF EACH BUNDLE. IF THE TAG IS NOT ON THE BUNDLE, AND LOADING. 1/2- OR 1 1/2� YOU MAY CALCULATE THE WEIGHT OF THE BUNDLE WITH THE FORMULA _ S (QTY. OF PANELS X BUNDLE LENGTH X 2.51ba, PER FOOT) ROO 5T EL UEL TINE 1.1.3 BUNDLES UP TO 25 FEET LONG CAN BE LIFTED WITH A FORKLIFT. BUNDLES OVER 25 FEET IN 2A ROOF TOP UNITS AND CURB SUPPORTS. FOR FASTENER REQUIREMENTS LENGTH SHALL BE LIFTED WITH A CRANE UTILIZING A SPREADER BAR WITH 4 INCH MINIMUM 2.4.1 THE CFR ROOF SYSTEM IS ELEVATED ABOVE THE TOP OF THE ROOF SECONDARY CFR PANEL CUP SEE FASTENER CF1AKi BELOW WIDTH NYLON STRAPS. STRAPS SHOULD BE 15 TO 20 FEET APART. TO AVOID DAMAGE TO STRUCTURAL MEMBERS. THE ROOF CURB SUB-FRAMING IS LEVEL WITH THE THE PANELS, STEEL CABLES, CHAINS, OR CHOKERS SHALL NOT BE USED. SECONDARY STRUCTURAL MEMBERS, REFER TO THE DETAILS FOR PROPER JAMB 1.1.4 THE CFR PANELS AND ACCESSORIES SHALL BE STORED ON HIGH GROUND, SLOPED TO DRAIN,AND LOCATIONS AND DIMENSIONS. TARPED TO PROTECT FROM MOISTURE FORMATION. THE TARP SHOULD BE OPEN AT EACH END TO ALLOW CONSISTENT AIR FLOW THROUGH THE BUNDLES. THE RECOMMENDED PROCEDURES STANDARD PANEL CLIP ATTACHMENT ARE OUTUNED IN THE CFR ERECTION MANUAL MBS WILL NOT BE HELD 2.4.2 THE CFR ROOF SYSTEM IS DESIGNED AS A FLOATING SYSTEM. CURB FRAMING AND RESPONSIBLE FOR DAMAGE OR DISCOLORATION OF PANELS CAUSED BY IMPROPER STORAGE. FLASHING MUST BE DESIGNED ACCORDINGLY TO ALLOW THE CURB SYSTEM TO FLOAT WITH , THE CFR ROOF DURING THERMAL EXPANSION AND CONTRACTION. ROOF CURBS SHALL NOT 1.2 ERECTION SEQUENCE. SPAN THE RIDGE OF A BUILDING. cg 1.2.1 THE CFR ROOF SYSTEM IS DESIGNED TO BE ERECTED FROM EITHER END OF THE BUILDING. CLIP FASTENING NOTES: IN RARE CASES, DUE TO THE BUILDING LAYOUT, IT MAY BE REQUIRED TO START ERECTION 2.5 INSULATION REQUIREMENTS. w FROM A SPECIFIC END. IN THOSE CASES,THIS WILL BE NOTED AS SUCH ON THE ROOF 2.5.1 MBS RECOMMENDS THAT INSULATION BE USED IN ALL CFR ROOF SHEETING PLAN. APPUCATTONS TO AVOID PROBLEMS WITH CONDENSATION FORMING ON THE UNDERSIDE OF THE 7 NUCOR CUPS ARE DESIGNED WITH (4) HOLES. -6 " 1.2.2 FULL-WIDTH PANELS ARE PROVIDED FOR START PANELS TO BE FIELD CUT TO THE PROPER WIDTH, SHEETING. THIS ALSO PROVIDES A BUFFER BETWEEN THE PURUNS AND THE CFR ROOF TO ? WORK FOR EITHER A PURUN OR BAR JOIST SYSTEM. m THIS MAY CAUSE THE RIBS TO BE OUT OF ALIGNMENT ACROSS THE RIDGE. ELIMINATE NOISE AND POSSIBLE DAMAGE DUE TO METAL-"0-METAL CONTACT. MBS CAN ? FASTENER REQUIREMENTS VARY PER JOB. rn THIS IS NORMAL PRACTICE FOR THE CFR ROOF SYSTEM AND DOES NOT AFFECT THE SUPPLY A NOISE REDUCING FOAM TAPE FOR USE IN UML'ED APPLICATIONS (CANOPIES, ETC.) ? FAILURE 70 COMPLY WITH YOUR JOBS SPECIFIC FASTENER REQUIREMENTS PERFORMANCE OF THE ROOF SYSTEM. PLEASE CHECK THE ROOF SHEETING PLAN AND DETAILS WHEN INCLUDED AS PART OF THE ROOF ORDER. REFER TO THE DETAILS FOR FOAM TAPE MAY CAUSE THE ROOF TO BE REMOVED AND REPLACED FOR DIMENSIONS OF START PANELS PRIOR TO ERECTING .G THE ROOF. REQUIREMENTS. dr' 1.2.3 FOR BUILDINGS WITH ROOF TRANSLUCENT PANELS: IN ORDER TO ALIGN THE TRANSLUCENT PANELS 7 DO NOT QVERDRrVE FASTENERS ON SUDINGOVER DRIVING CAN PAINTED CFR ROOF. ACROSS THE RIDGE, IT IS SUGGESTED TO ERECT THE ROOF PANELS ON BOTH SIDES OF THE 2.6 PAIN2.6.1 PAINTED STANDING SEMI ROOF PANELS ARE OFTEN PROVIDED BY MBS. IN THIS CASE, STRIP THE THREADS, CAUSE THE CUP NOT TO ENGAGE THE SUPPORT RIDGE FROM THE SAME END OF THE BUILDING- UTILIZING THE SAME WIDTH START PANEL. THE CINCH STRAPS, GUTTER BRACKETS, END DAMS, AND OTHER MEMBER PROPERLY AND/OR THE CUP NOT TO SUDE PROPERLY. USE }}�� PANEL RUNS WITH TRANSLUCENT PANELS HAVE BEEN PLACED AS SPECIFIED IN THE ORDER ACCESSORIES WILL BE PROVIDED IN THEIR NORMAL UNPAINTED FINISH. FIELD PAINTING SCREW GUNS WITH TORQUE CONTROL SET TO FUNCTION PROPERLY FOR V/ DOCUMENTS. MAY BE REQUIRED; IF S0, PAINT IS NOT PROVIDED BY MOS. THE COMBINATION OF FASTENER SIZE, HOLE SIZE, AND MATERIAL ta 1.3 COORDINATION WITH OTHER TRADES. �18- 1.3.1 SUPPORTS FOR THE CFR ROOF SYSTEM SHALL BE PROVIDED AND ARE REQUIRED AS SHOWN III. COMPOSITE CFR ROOF SYSTEM THICKNESS. IN THE SECTIONS AND AS NOTED IN THESE SPECIFICATIONS. ALL NECESSARY CLEARANCE 7 SPREAD FASTENERS OUT AS FAR AS POSSIBLE. �Q1Q, PLACING FASTENERS APPLICABLE FOR COMPOSITE CFR ROOF SYSTEMS SIDE BY SIDE. z G DIMENSIONS FOR PROPER ELEVATIONS RELATIVE TO THE ROOF PANELS HAVE BEEN SHOWN. ( ) iO s THE ERECTOR SHALL BE RESPONSIBLE FOR COORDINATING THESE DIMENSIONAL REQUIREMENTS 3.1 PRODUCT DEFINITION. +� WITH OTHER TRADES ASSOCIATED WITH THE BUILDING ROOF SYSTEM. 3.1.1 REFER TO THE SECTIONS AND DETAILS IN THESE DRAWINGS FOR SPECIFIC CLIP FASTENING M u v REQUIREMENTS, INSULATION THICKNESS REQUIREMENTS AND LINER DECK TYPE. 1.4 ERECTION CARE STD. CLIP ; � � ,� 1.4.1 THE ERECTOR MUST BE SKILLED IN THE ERECTION OF METAL BUILDING SYSTEMS AND 15 3.1.2 COMPOSITE CFR ROOF WITHOUT THE USE OF A LINER DECK 6 NOT A MBS STANDARD PRODUCT STANDARD CFR CLIP FASTENER RESPONSIBLE FOR COMPLYING WITH ALL APPUCABLE LOCAL, FEDERAL, AND STATE CONSTRUCTION APPLICATION. DUE CONSIDERATION MUST BE GIVEN TO TIE EFFECTS OF CONDENSATION BY ` >- L AND SAFETY REGULATIONS INCLUDING OSHA REGULATIONS AS WELL AS ANY APPUCABLE THE ENGINEER OF RECORD OR ARCHITECT WHEN THIS OCCURS. IN ADDITION, GREAT CARE REQUIREMENTS Q � N REQUIREMENTS OF LOCAL, NATIONAL, OR INTERNATIONAL UNION RULES OR PRACTICES. THE MUST BE TAKEN BY THE ERECTOR TO INSURE THAT THE ROOF SYSTEM IS ERECTED IN A I 1 u i ERECTOR REMAINS SOLELY RESPONSIBLE FOR THE SAFETY AND APPROPRIATENESS OF ALL SAFE, QUALITY MANNER. STD. 4„ CFR CLIP PART NUMBERS NON-� JOBSTECHNIQUES AND AND METHODS UTILIZED BY ITS CREWS IN THE ERECTION OF THE METAL BUILDING (2) FASTENERS PER CUP (U.N.O.) ` li SYSTEM AND/OR THE CFR ROOF SYSTEM. THE ERECTOR IS ALSO RESPONSIBLE FOR SUPPLYING 3.2 VAPOR BARRIER. MARK # PART DESCRIPTION H1070 AT JOISTS 8 222:::gg ANY SAFETY DEVICES SUCH AS SCAFFOLDS, RUNWAYS, NETS, ETC. WHICH MAY BE REQUIRED 3.2.1 VAPOR BARRIER MUST BE USED BETWEEN THE LINER DECKING AND THE INSULATION TO PREVENT A g JOBS 3 o 1 TO SAFELY ERECT THE METAL BUILDING SYSTEM AND/OR CFR ROOF SYSTEM. CONDENSATION. THIS BARRIER IS NOT MY MBS. REFER TO THE ERECTION DRAWING DETAILS. H2500 SHORT FIXED CUP H1020 AT PURUNS 3 W§61 n 0 '1 3.3 INSULATION. H2510 TALL FIXED CUP FIM 1-� 1.4.2 THE ERECTOR OF THE CFR ROOF SYSTEM SHALL EXERCISE GREAT CARE AND ATTENTION TO THE 3.3.1 RIGID BOARD INSULATION CAN BE USED IN CONJUNCTION WTIE A COMPOSITE CFR ROOF SYSTEM. (2) FASTENERS PER CUP L g ` DETAILS AS SHOWN ON THESE DRAWINGS AND IN THE CFR ERECTION MANUAL TO THE RIGID BOARD INSULATION MUST BE CUT TO ALLOW FREE MOVEMENT OF THE BACK-UP H2520 SHORT SUDING CUP H1070 AT JOISTS INSURE A SECURE AND PROPER FIT OF ALL COMPONENTS, M95 PLATE AT PANEL SPLICES, SINGLE SLOPE HIGH EAVES AND RIDGE LOCATIONS. SHALL NOT BE RESPONSIBLE FOR SUPEFMSING AND/OR COORDINATING THE ERECTION OF H2530 TALL SUDING CLIP H1o2o AT PURUNS THE CFR ROOF SYSTEM WITH OTHER TRADES. 3.3.2 UNFACED FIBERGLASS (BATT) INSULATION CAN BE USED IN CONJUNCTION WITH A COMPOSITE F'AI 1-90 THRU FM 1-180 JOBS 1.4.3 DUE CONSIDERATION MUST BE GIVEN H CFR ROOF SYSTEM.Y THE ERECTOR TO THE EFFECTS OF THERMAL EXPANSION (2) H1070 AT JOISTS 0 AND CONTRACTION WHEN ERECTING A ROOF TIE-IN TO AN EXISTING STRUCTURE TO INSURE IV. CFR ROOF COMPONENTS WITH ENGINEERING (3) H1020 AT PURUNS A SAFE, SECURE, WEATHERTIGHT CONDITION. FLASHING FOR TIE-INS TO EXISTING BUILDINGS IS TYPICALLY NOT INCLUDED AS PART OF THE MATERIAL PROVIDED BY MBS BUILDING (APPLICABLE FOR CFR ROOF COMPONENTS WITH ENGINEERING ORDEFS) SYSTEMS. REFER TO THE SECTIONS AND DETAILS FOR SPECIFIC MATERIALS PROVIDED BY 4.1 COMPONENTS WITH ENGINEERING DEFINITION. M85 4.1.1 IN A CASE WHERE MBS IS PROVIDING THE CFR ROOF SYSTEN TO BE USED IN CONJUNCTION WITH 1.5 FIELD CUTTING OF PANELS. A NON-MBS STRUCTURE, MBS REFERS TO THAT AS A"COMPONENTS WITH ENGINEERING." CFR PERIMETER CLIP 1.5.1 WHEN FIELD CUTTING OR MITERING CFR ROOF PANELS, NON-ABRASIVE CUTTING TOOLS SUCH AS THIS SIMPLY MEANS THAT MBS SHALL CALCULATE THE OFMiNGQUANTIlES AND O NIBBLERS, OR TIN-SNIPS SHALL BE USED. ABRASIVE CUTTING TOOLS SUCH AS MECHANICAL LENGTHS FOR THE MATERIAL THE MBS IS ORFOFMINC NO ENGINEERING STUDY OF Q GRINDERS, SAWS, SHEARS, OR SCISSORS CAN DAMAGE THE GALVALUME FINISH AND CREATE THE EXISTING STRUCTURE. THE ENGINEER OF RECORD CN THE PROJECT SHALL S N EXCESS METAL SHAVINGS THAT CAN CORRODE THE PANELS. THE USE OF NON-APPROVED RESPONSIBLE FOR COORDINATING THE CFR ROOF SYSTEM WITH THE OTHER TRADES OF THE CUTTING DEVICES MAY VOID YOUR FACTORY WARRANTY. PROJECT TO INSURE A SAFE, DUALITY, AND PROPER APPJCATION OF THE ROOF SYSTEM. CFR PERIMETER CLIP PART NUMBERS PERIMETER CLIP z 4.2 DIAPHRAGM. MARK PART DESCRIPTION FASTEN ER O II. DESIGN AND PERFORMANCE CRITERIA 421 THE O I 5 DESIGNED O ACCOMMODATE THERMAL EXPANSION A ILL Na ACTASA DIAPHRAGM FOR RESISTING LATERAL LOAD FORCES OR PROVIDING LATERALND CONTRACTION AND iY STABILITY TO THE ROOF STRUCTURAL MEMBERS. DUE CONSIDERATION FOR THIS MUST BE H2720 SHORT SUDING 6" CLIP REQUIREMENTS 2.1 ROOF SYSTEM. LU 2.1.1 THE CFR ROOF SYSTEM CONSISTS OF 24 GAGE PANELS WITH A NOMINAL COVERAGE OF ADRESSED BY THE PROJECT ENGINEER OF RECORD. IN ADDITION,THE CFR ROOF, BECAUSE R H2730 TALL SUDING 8' CLIP PURUNS - (3) H1020 2'-O'AND A PANEL SEAM THAT IS BETWEEN 3 1/2"AND 4 1/2"HIGH DEPENDING ON CUP IS DESIGNED TO FLOAT, WILL NOT SUPPORT STRUCTURAL MEMBERS LATERALLY. WHEN = TYPE USED. REFER TO THE DETAILS AND SECTIONS FOR SPECIFIC PANEL CUP TYPE. REPLACING AN EXISTING SCREWDOWN ROOF,ADDITIONAL BRACING MAY BE REQUIRED TO H2740 SHORT SUDING 12" CUP JOISTS - (2) H1070 U 2.2 PANEL CLIP SPACING. LATERALLY SUPPORT THE MEMBERS. ENGINEERING AND MATERIAL FOR THESE USES SHALL NOT H2750 TALL SUDING 12' CLIP - Z 2.2.1 THE CFR ROOF SYSTEM USES A CUP TO ATTACH THE PANELS TO THE ROOF SECONDARY BE PROVIDED BY M85. Q — MEMBERS. PANEL CUP SPACING REQUIREMENTS ARE AS FOLLOWS: H2760 SHORT SUDING 16' CUP CO FOR CFR ROOF ON A MBS BUILDING: CUPS ARE REQUIRED AT EVERY PURUN AND/OR 4.3 CUP FASTENING REQUIREMENTS. ROOF JOIST. 4.3.1 REFER TO PART 11, 'DESIGN AND PERFORMANCE CRITERIA' FOR CFR ROOF PANEL CUP FASTENING H2770 TALL SUDING 16' CLIP Z FOR CFR ROOF ON A NON-MBS RUII nING: MAXIMUM CUP SPACING IS TO BE 5-0" FOR REQUIREMENTS. w PURUN ROOFS AND 5'-6' FOR JOIST ROOFS. CV O ROOF SHEETING ERECTOR NOTES STANDARD FASTENER SCHEDULE CFR EAVE PLATE DETAIL a_ � �_ H1000 SELF-TAPPING SCREW SELF-DRILLING SCREW H1070 SELF-ORILUNG SCREW SPECIAL CONDITION AT A COLD—FORMED BOX BEAM 0 LU z 1.) THE ROOF SHEETING PLAN IS SHOWN WfIN THE ROOF PANELS BEING (coDF scREw) H1042 12-14 x 7/8" 12-24 x 1 1/2'TCP5 = ERECTED FROM "LEFT-TO-RIGHT". IF THE DESIRE IS TO ERECT THE ROOF 17-14 x 1 1/4' TCP3 W/O WASHER W/O WASHER A� - IF THIS PROJECT HAS A COLD-FORMED BOX BEAM, I— � C1 Q PANELS FROM `LEFT-TO-RIGHT", FOLLOW THE ROOF SHEETING PLAN AS � WITH WASHER 5/16 HEAD 1) AT THE Inw A gLyQI ATTACH ROOF CUPS TO THE BOX BEAM. n- LU SHOWN. IF THE DESIRE IS TO ERECT THE ROOF PANELS FROM LONG LIFE FASTENER VVVV 1/z'THK MAX W3/8' HEAD 5/16' HEAD DPoWNG CAPACITY 1/2" OR 1 2) AT A STRUT LINE (ADJACENT TO A PURUN), DO NOT ATTACH ROOF CLIPS TO THE BOX Q OQ'RIGHT-TO-LEFT', FOLLOW THE INSTRUCTIONS SHOWN BELOW. CFR ROOF BEAM. (NOTE: THE STRUT LINE COULD BE AT THE HIGH EAVE).ROOF STEEL NE EAVE MEMBER VARIES ¢ UJ z = p H1020 SELF-DRIWNG SCREW H1045 SELF-DRIWNG SCREW H1100 1/8'x 3/16' (NOT SHOWN) 3) AT THE HIGH EAVE THAT IS TO A PURUN,DQ ATTACH ROOF CUPS TO THE z O c) W < _ 2.) START do FINISH PANEL DIMENSIONS SHOWN BELOW ARE FOR EXAMPLE 1/4 t4 x 1 1/4'TCP3 12-14 x 2' STAINLESS RIVETSTEEL EAVE PLATE BOX BEAM. Q CO ONLY. W/o WASHER TCP3 W/0 WASHER BOND POP RIVET (9,-O" LONG) �u�{I�T1U�1�1�--� 5/16'HEAD H1020 FASTENERS 0 o o U z ON �TI 3/16'THK MAX AT 6" O.C. a U o 3.) WHEN SETTING BUNDLES OF PANELS ON THE ROOF, THE "MALE RIB' MUST DPoWNG CAPACITY 5/16' HEAD WALL STEEL LNE "'C' ALWAYS BE AWAY FROM THE END OF THE BUILDING WHERE THE SHEETING WILL H10,3 SELF-DRIWNG SCREW H1047 SELF-DRIWNG SCREW H1110 3/8'0 STANLE55 BEGIN. 12-14 x 1 1/4" 12-14 x 2' GROMMET FASTENERTCP2 WRH WASHER TCP3 FIAT TOP EAVE PLATE PART NUMBERS WITH SCULPTURED RAKE TRIMUP CUPROOF PLANE , ILONG LIFE FASTENER "�" W�H°TAT SHORT CUPS AT TALL CLIPS STR5/16' HEAD 5/18� HEAD BOX BEAM BOXURUN BOX BEAM u y PART # EAVE TRIM DETAIL PART # EAVE TRIM DETAIL AT LOW EAVE AT STRUT LINE AT HIGH EAVE CD H1035 SELF-DRIWNG SCREW H1050 SELF-DRIWNG SCREW H1220 SELF-DRIWNG SCREW C) ORIGINAL LAYOUT d MALE RIB 12-14 x 1 1/2' 1/4-14 x 7/8"TCPI 12-14 x 1'TCP3 EPA03 SIMPLE EAVE OR SAVE GUTTER EPBO3 SIMPLE EAVE OR EAVE GUTTER ___-_..__ ___ _.______ _ `Ol021 CD TCP2 WITH WASHER WITH WASHER W/O WASHER A s1S�" (LEFT-TO-RIGHT) a n EPDo1 LOW SAVE EXTENSION EPEO1 LOW SAVE EXTENSION SPECIAL CONDITON AT A STRONG—BACK EAVE BEAM syq , 'MALE RIBS'—�-- LONG LIFE FASTENER LONG LIFE FASTENER LI'^^"-- PHIWPS HEAD r z 5/16"HEAD 5/16" HEAD EPD— SCULPTURED EAVE EPE_ SCULPTURED EAVE IF THIS PROJECT HAS AN EAVE BEAM WITH (2) PURUNS, AS SHOWN, DO N4I ATTACH ROOF N CUPS TO THE 'SECOND" PURUN. 07/27/2020 +—LOW EAVE FULL WDDi PANELS H1040 SE1F-DRIWNG SCREW SELF-DRILLING SCREW PRE-DRILL DIAMETERS _ m 1) 12-14 x 1 1/4' 1/4-14 x 7/8"TCP1 EAVE RATE �LPART- JPS NyU�pM�BERS WITH SIMPLE EAVE & SIMPLE RAKE TCP2 W/O WASHER W/O WASHER 3/16'0 FOR: H1020, H1070 Al SHOW GL O AT TALL CUPS ROTATE O PANELS 180' 5/16.0 HEAD 5/16' HEAD 5/32'Y FOR: H1030,H1035, PART i RJOF SLOPE PART # ROOF SLOPE ~s5 T9ds H1040, H1041, (RIGHT-TO-LEFT) ° H1041 SELF-DRIWNG SCREW SELF-DRILLING SCREW H7042, H7045, zJ EPA03 <OR = 4:12 EPBO3 < OR = 4:12 mclp o „o Es= O H7047, H7220 �m Ed=q x 12-14 x 1 1/4' 1/4-14 x 7/8" ��Na� 6vvC CO 'MALE Poes' _ TCP2 FLAT TOP TCPI FLAT TOP EP001 >4:12, < OR = 11:12 EPE01 > 4:12, < OR = 11:12 SECOND PURUN SECOND PURUN N f—LpW EAVE WITH WISHER WITH WASHER 1/8'�FOR: H7050. H1060, Ng "„�dggeE� o FULL WDTH PANELS pI.151111L11I� H1061 Lts`s.�e s N d N `� HEAD 5/16'0 HEAD EPooz 1ea2 EPE02 12a2 EAVE BEAM AT LOW EAVE EAVE BEAM AT HIGH SAVE B� p 03Em o STANDARD FASTENER SCHEDULE COVER TRIM MARK OUTLET LOCATION USE 4 POP RIVETS N NOTE 1 CCA_ USE AT 8 USING A XT TO SIZE OVAL JMK. H1100 AT ALL o FILLER TRIM MK. MFBO1 SHOWN IS CC8_ lbE AT 10' AREA NEXT, CUT ALONC N 4. N SELF TAPPING SCREW SELF DRIWNG SCREW SELF-DRIWNG SCREW ( ) ELBOW, UT AND �,1ka1 (GOOF SCREW) H1042 12-14 x 7/8" H1070 12-24 x 1 1/2'TCP5 NCT REQUIRED WHERE START/FlNISH CCC_ USE AT 12' THE DASHED UNES. BEND DOWNSPOUT o �1►� �7-14 x 1 1/4" TCP3 W/O WASHER �{,�� W/O WASHER DIMENSION IS LESS THAN OR CCD_ USE AT 9 1/2'CEEj TABS DOWN ALONG THE CONNECTIONS U.N.O. `LJI�IV WITH WASHER C'.� —� 5/16'HEAD 'CLASSIC WALL'-- EQUAL TO 3 1/2 SEE ELEVATIONS CSC USE AT 8 SfRU(:NRAL 4' SOUDW 7O66UT F7i TABS m LONG LIFE FASTENER *W: 1/2'THK MAX CSC_USE AT 12'SIR ST URAL 92 3/8"HEAD 5/16'HEAD DRIWNG CAPACITY CCD_USE AT 9 1 2'STRUCIIWL WITH NE H7060 ' H1060 12' O.C. Z CCE_JUSE AT 8'HEADOi WRAP FASTEN' H1020 SELF-OftIWNG SCREW H1045 SELF-DRIWNG SCREW H1100 1/8'x 3/10' w CCF_ USE AT 10'HEADER M'RAPJ M�K ELBOW 1/4-14 x 1 1/4'TCP3 12-14 x 2' STAINLESS SiEfll m a CCQ_ USE AT 12'HEADER WRAP) FULL OR PARTIAL W/O WASHER TCP3 W/O WASHER BLIND POP RIVET ¢ GIRTS CCH_ USE AT 9 1 2'HEADER WRAP n SECTION AS 5/10' HEAD FIFn,nn..cnmm.4 --s cY REQUIRED 3/16'THK MAX ( """"""""�� Z FOR LINER PANEL, I ELBOW MK. H2330 8 DRIWNG CAPACITY 5/16'HEAD g NOTE t REFERENCE HEAD, SILL OR H1030 SELF-DRILLING SCREW H1047 SELF-DRIWNG SCREW H1110 3/8'Y STNNLESS JAMB DETAILS FOR TYPICAL �� NIRE DOWNSPOUT�qp 12-14 x 1 1/4' 12-14 x 2' GROMMET FASTENER d ,�, TRIM PARTS AND USE ATTACHMENT 1. IF THIS PROJECT BRACKET MK. DBAOI FOR TCP2 WITH WASHER TCP3 FLAT TOP J oUSE WTI WASHER � _ ty 1) CONTRACT' FULL SECTION ATTACH AT PANEL RIBµW LONG LIFE FASTENER 1^ N o ERECTOR NOTE: 'S'SHAPES 5/16" HEAD 5/16'/ HEAD w n IF LINER PANEL IS NOT BOTTOM OF SCREWS USE (2) Hta6D REQUIRED, AT COVER DOWNSPOUU END H1035 SELF-DRILLING SCREW H1050 SELF-DRIWNG SCREW H1220 SELF-DRIWNG SCREW w I TRIM WITH H1040 12" O.C. OF ELBOWS, SEE END pOWNSpOUT STRAP MK. 12-14 x 1 1/2' _��,(Tyyy 1/4-14 x 7/8'TCPI 12-14 x 1'TCP3 1 I DETAIL TCP2 WITH WASHER WITH WASHER W/0 WASHER CC TRIM 2. FIEL.D WO () TYPICAL AT DPA01 (SCREW STRAP TO LONG LIFE FASTENER LONG LIFE FASTENER PHIWPS HEAD OUTSIDE CORNER CS TRIM ELBNWSASRSQUIRED ALL SPLICES ALL USING D ND A `o SCREW). FIELD BEND AND MK. OCA01 FULL OR PARTIAL THEN FASTEN STRAP TO DS p1 5/16"HEAD 5/16'HEAD NOTE 1 AT WALL" WALL CONDITION. SECTION AS COLD-FORMED CEE 3. LOCATE DS REQUIRED FASTENERS. 1060 m g H1040 SELF-DRIWNG SCREW SELF-DRIWNG SCREW PRE-DRILL DIAMETERS START/ H1040 AT EACH SUPPORT (USE CCA_, CCB_, CCC_, OR CCD_ TRIMS) SR/pS ONE AT F_ 12-14 x 1 1/1, 1/4-14 x 7/8'TCP1 FlNISH DIMENSKN ,a TCP2 W/O WASHER W/0 WASHER BETWEEN 12S O.C. STRUCTURAL CEE EVERY'S', ELBOW ELBOW IF REQ'D 1C-�(1'71i1_1j1'1'11_� 3/16"0 FOR: H1020, H7070 SEE PLAN BETWEEIJ SUPPORTS (USE CSA_ , CSC_, OR CCD_ TRIMS) AND DS SPLICE MK. H2330 -�c m' 5/18'0 HEAD 5/16'HEAD 3/32'0 FOR: DOWNSPOUT STRAP (MK. DPA01) AND STRAP BRACKETS (MK. DWI)ARE ALSO PROVIDED H1040, H1041, RIB USEECCE , CCF_, CCG_ OR CCH_ TRIMS FOR MASONRY WALL APPLICATIONS AS WELL AS FOR ATTACHMENT TO COLUMNS. FASTENERS TO MASONRY ARE NOT PROVIDED BY THE M.B.5. H1060 FASTENERS 12-14 x 1 1/4' 1/4-14 x 7/8' H1047, H1 220 0, ARE H1041 SELF-DRIWNG SCREW SELF-DRILLING SCREW H1D42• H1 OUTSIDE CORNER AT "CLASSIC" WALL FRAMED OPENING COVER TRIM PROVIDED FOR COLUMN ATTACHMENT APPLICATIONS, PRE-DRIWNG WILL BE REQUIRm. TCP2 FLAT WASHER TCPI WASHER t/8'f FOR: H1050, H1060, $ n o SILL SHOWN, HEADER AND JAMBS SIMILAR GUTTER AND DOWNSPOUT AT OVERHANG Iu� � H,D6, 0 TRIM-7 o TRIM_19 RREEFFEERSE7PNOCLTGUTTE�ND�ID DOWNSPOUT SCHEDULE FOR cc 5/18' HEAD 5/16'1 HEAD ® 3la s$ ti o GIRT B FASTENER KEY END CLOSURE DETAIL OUTSIDE CORNER TRIM INSIDE CORNER TRIM • 6d �5 � END CLOSURE MK� H4220 MK. H4200 MK. H4210 STITCH FASTENER = H106_ (POLAR WHTE).APPLY DOOR / WINDOW TUBE CAULK (H3152) ALL S S "ACCENT PANEL" STRUCTURAL FASTENER = H104_ AROUND AND INSERT INTO OPENING END OF BSCO1 TFIM AT 1�d WITH COLD—FORM FRAMED OPENINGS, • 5� � a STRUCTURAL FASTENER = H1070 TIING B ID4Gi. V WITH HOT—ROLLED ERECTOR NOTE 3 a W UNTIL WALL PANELS ARE INSTALIED, (3) H1040 SCREWS ARE TO r BE USED FOR TEMPORARY INSTALLATION OF THE BASE TRIM. log 8 JAMB TRIM 2„ MK. JTA WALL PANEL INSIDE PANEL CLOSURE STRUCTURAL FASTENER GIRT JAMB BASE TRIM ` 12" O.C. MK. H3410 0 "CLASSIC PANEL" MK. BS801 1/4-DE u MK. H3430 0 "ACCENT PANEL" WIDE MAX. GIRT JAMB MK. H3400 0 REV. "CLASSIC PANEL" BASE ANGLE MK. SUf DOOR WINDOW MAR02 (S.LV.) _ "CLASSIC WALL" OPENING REVERSE "CLASSIC WALL" PANEL DOOR WINDOW TOP OF SLAB FLAT OF OR MASONRY Q JAMB TRIM OPENING FASTEN AT 3'-0" O.C. MAX. Z STRUCTURAL FASTENER o w 00 (FASTENERS NOT O 12" O.C. JAMMK.BJTA TRIM BY M.B.S.) J STRUCTURAL FASTENER JAMB TRIM o SEALANT = STEP 3 T NOTE: 1FlELD TRIM LEG MK. JTD -- m 3 (NOT BY M.B.S.) coz JAMB TRIM;IA BASE TRIM WITH ANGLE o AS REQUIRED STEP 2 0 01� C0 o SEE WALL PANEL ERECTION NOTES FOR FASTENER LOCATIONS ALTERNATE DETAIL 1 NOTE: FIELD CUT PANELS AS REQUIRED m ~- 1/8'GAP RECOMMENDED FOR WATER DRAINAGE TRIM_301 _ N J 0 D_ f L d co Q SLIT ANEL 2" AND SLIDE PONTO HE ) HEAD TRIM W Z Q TRIM (SEE ABOVE) WALL PANEL Mason County Permitting ow STEP 3 UJ Q � Ww � � N TRIM OVERHANG 12� Q w = ( = K o EDGE OF APPROVED AS NOTED Z o w U W w OPENING w 0 O� o 06 _ O ® Reviewed for Code Compliance for those items a U o � CAU FROM EDGE OF JAMB TRIM listed on the application for permit. TRIM TO FIRST MAJOR RIB MK. H3152 Project shall comply with permit conditions as STEP 4 WALL PANEL INSIDE PANEL CLOSURE noted on the permit. �� MK. H3410 0 'CLASSIC PANEL" coMK. H3430 0 "ACCENT PANEL" The plans shall be on site at the time of the U CDHEAD TRIM. MK. HTA_ P CD STEP 1 HEADER MK. H3400 0 REV" CLASSIC PANEL" inspection. Failure to have permit and plans on 52021 O site may require re-inspection. aF rsL�� O STRUCTURAL FASTENER SIENAL� � JAMB TRIM 12' O.C. 0 "ACCENT' r MK. Jr- 12" O.C. 0 "REV. CLASSIC" Any plan revisions shall be submitted and 07/27/2020 cV 6" O.C. 0 'CLASSIC' approved PRIOR to installation or field changes. = W STEP 2 Changes in Engineering Documents or DetailsS P 5 N 3 HEAD TRIM o require a letter and stamped detail unless 5=ov�dv� _o coo MK. HTA_ or-"�a�o y O z? otherwise approved. =$a3tB �aqa DOOR FRAMED OPENING TRIM DETAIL (L A"� � "s`$� U oa HEAD TRIM �v ° o o O FOR ALL STANDARD WALL PANEL TYPES TRIM 98 STEP I � LEFT HAND SHOWN, RIGHT HAND SIMILAR �e"h"am"ee GIRT B FASTENER KEY a � STITCH FASTENER = H106_ ACCENT PANEL" DOCK WINDOW FASTENER = H 104_ IMPORTANT ERECTOR NOTE: 2" OPENING WITH COLD—FORM STRUCTURAL FASTENER = H1070 WIDE MAX. 0� WITH HOT—ROLLED PLEASE REFER TO THE SHEETING ERECTION MANUALS FOR SLR NMB 'M FURTHER ASSEMBLY INSTRUCTIONS e FLAT OF STRUCTURAL FASTENER GIRT JAMB i JAMB TRIM 12' O.C. GIRT JAMB DOOR WINDOWINDOW ONLINE VIDEO AND MANUALS ARE ALSO AVAILABLE: 2" SLIT REVERSE "CLASSIC WALL" PANEL DOOR WINDOW "CLASSIC WALL" L � OPENING PRIOR TO STARTING THE SHEETING PLEASE VISIT: 2" STRUCTURAL FASTENER m o 12" O.C. M BJTAIM https://www.nucorbuildingsystems.com/resources/manuals/ 1 r � a STRUCTURAL FASTENER JAMB TRIM WALL PANEL IM LEG 12' O.C. MK. JTD JAMB TRIM STEP 3 NOj1a: PANEL SLIT STEP 4 FI AsELD RETRQUIRED $« " NOW. FIELD CUT PANELS ALTERNATE DETAIL 1 INSTALLATION INSTRUCTIONS SEAMING MANUALS top 5! 3 HEADER AND SILL SHOWN AS REQUIRED a� -,9 s HEAD TRIM 5 SLR PANEL 2" AT CFR Standing Seam Installation CFR Standing Seam � � HEAD AND SILL TRIM WALL PANEL AND SLIDE ON (SEE 3 ABOVE) TRIM OVERHANG ItfE=OF CFR Installation Videos SR2 Insulated Standing Seam . Ta STEP 4 2 OPENING Video de Instalacion de cubierta tipo VR16 II Vertical Rib 3 � • �W���� JAMB TRIM r g ' Classic Roof Installation INSIDE PANEL CLOSURE WALL PANEL MK. H3410 O "CLASSIC PANEL" VR16 II Vertical Rib Installation MK. H3430 O 'ACCENT PANEL' ® HEADER MK. H3400 ® REV" CLASSIC PANEL" SPECS & OTHER GUIDES TRIM FROM EDGE OF HR3 Insulated Roof Installation TRIM TO FIRST MAJOR RIB STRUCTURAL FASTENER MK. H3152 12' O.C. 'ACCENT" STEP 5 12" O.C. "REV. CLASSIC" ¢ B' D.C. 'CLASSIC" SR2 Insulated Standing Seam Master Spec 13 34 19 HEAD TRIM. MK. HTA— 3 Z STEP 1 ZZ HEAD A_ Insulated Wall Sheeting NBS Specification Guide 0o HEAD TRIM STEP 1 Single Curb Installation Preventative Maintenance Manual co U Z o — JAMB TRIM JAMB TRIM INDICATED BY DASHED Double Curb Installation or_ U) LINE. THE SILL TRIM EXTENDS 2" J Z STEP 3 PAST EACH SIDE OF THE OPENING. N P THE JAMB TRIM THEN RESTS ON _ w z TAB UPL THE SILL TRIM. TAB LEG OF SILL X. b TRIM BEHIND THE JAMB TRIM TO d J U ' o HELP SHED WATER. O W Z Q SILL TRIM MK. STA_ Lu STITCH FASTENERS 12'D.C. Mason County Permitting n- U) 2i � Q FASTENERS APPROVED AS NOTED LLJ OU = w p SILL CHANNEL 12"O.C. 'ACCENT' w o o 0' = S =O WALL PANEL 12'O.C. "REV. CLASSIC' Reviewed for Code Compliance for those items a N 06 U m (V 6' O.C. "CLASSIC' listed on the application for permit. a O R 0 q D 0 Project shall comply with permit conditions as Et+j cHRISr WALL PANEL CUT OFF EXTRA--- 1" noted on the permit. TOP VIEW 1 3/8" The plans shall be on site at the time of the U "T O Fl�oNT inspection. Failure to have permit and plans on O SILL TRIM MK. STA_ 1 3/8" TAB LIP site may require re-inspection. FS SI02 OC) SFE PREP SKETCH TO StgyU,41�' � THE RIGHT Any plan revisions shall be submitted and N STEP 2 I P ='k approved PRIOR to installation or field changes. 07/27 2020 p TOP Changes in Engineering Documents or Details S�tlLlS SLR LINE MK. H3152 FRONT FRONT VIEW require a letter and stamped detail unless € -61 o � STEP 5 �, ix » SILL TRIM otherwise approved. I � O o WINDOW FRAMED OPENING TRIM DETAIL fv lb 2 OPENI CLEARNG 41-1p" 1 W OPENING oQ FOR ALL STD WALL PANEL TYPES. TYPICAL INSTALL TRIM 99 SILL TRIM PREP STEP 2aNg CO LEFT HAND SHOWN, RIGHT HAND SIMILARm5z SID LAP H STITCH RECEIVING MATERIALS&FILING CLAIMS BUILDING&PANEL PREPARATION 50 FASTENERS ENERS(SEEWAL N N SQUARE FASTENERS(SEE WALL o N STEP 1:PLUMB AND SQUARE PANEL ERECTION DETAIL n r THIS BUILDING IS DESIGNED,MANUFACTURED,AND DELIVERED IN THE FIRST STEP IN THE SUCCESSFUL INSTALLATION OF WALL •H1060 STITCH FASTENER FOR MARK NUMBER AND o PANELS IS TO HAVE THE PRIMARY FRAMING PLUMB AND o H1040 STRUCTURAL FASTENER Q- SPACING) ACCORDANCE WITH MOST RECENT ADDITION OF THE M.B.MA.METAL SQUARE.FOR BEST RESULTS,1715 RECOMMENDED THAT A PUS-1 NEXT TO BUILDING SYSTEMS MANUAL. CONSULT THE INFORMATION IN THE'COMMON TRANSIT BE USED WHEN ERECTING THE STRUCTURAL STEEL, MAJOR RIB IN 3� o EAVE FLASH NOT SHOWN FOR INDUSTRY PRACTICES'SECTION. MAKE SURE THAT THE FOUNDATION AND BUILDING FLA'OF PANEL STRUCTURE IS SQUARE,LEVEL,AND CORRECT TO THE 15 CLARITY.(SEE ERECTION DRAWING LOW EAVE DETAIL FOR � OUT-TO-OUT STEEL LINE DIMENSIONS. CHECK SHIPMENT AGAINST DELIVERY TICKETS DURING UNLOADING. SEE FIGURE"A' FASTENER REQUIREMENTS AND r � � PART NUMBERS) NOTE ANY DAMAGE OR DISCREPANCIES ON THE DELIVERY TICKETS BEFORE SIGNING AS RECEIVER. FIGURE„A„ EAVE STRUT STEP 2:GIRT BLOCKING METAL BUILDING SUPPLIER IS NOT RESPONSIBLE FOR CARRIER DAMAGE OR DISCREPANCIES NOT NOTED ON THE BLOCK GIRTS TO'LEVEL'POSITION BEFORE STARTING THE DELIVERY TICKETS. WALL SHEETING OR INSULATION.CHECK TO BE SURE THAT EAVE MEMBER WALL 4 THE EAVE STRUT AND GIRTS ARE STRAIGHT AND PLUMB.TO PANEL THE CUSTOMER ASSUMES FULL RESPONSIBILITY FOR THE CONDITION OF THIS MATERIAL AFTER DELIVERY BY THE ALIGN THE GIRTS,CUT TEMPORARY WOOD BLOCKING TO THE FRAME y TRUCKING COMPANY. PROPER LENGTH AND INSTALL BETWEEN THE LINES OF GIRTS.THIS BLOCKING CAN BE MOVED FROM BAY TO BAY SIDE LAP METAL BUILDING SUPPLIER IS NOT RESPONSIBLE FOR ITEMS ACCEPTED IN QUESTIONABLE CONDITION. WHICH WILL REDUCE THE NUMBER OF PIECES REQUIRED. 14 NORMALLY,ONE LINE OF BLOCKING PER BAY WILL BE GIRT cg UPON ACCEPTANCE OF SHIPMENT(S),THE CONTRACTORSUFFICIENT BUT WIDER BAYS MAY REQUIRE MORE IT IS IS RESPONSIBLE FOR THE PROPER STORAGE AND FOUNDATION (ARTS HANDLING OF MATERIALS AS DESCRIBED IN METAL BUILDING SUPPLIER'S DOCUMENTATION. RECOMMENDED TO BLOCK AT LEAST TWO BAYS AND LEAP A n 3 FROG THE BLOCKING AS A RAY IS SHEETED.BLOCKING BLOCKING(NOT BY SHOULD NOT BE REMOVED UNTIL THE FULL BAY HAS BEEN METAL BUILDING m METAL BUILDING SUPPLIER IS NOT RESPONSIBLE FOR INJURY,DAMAGE,OR LOSS AS A RESULT OF IMPROPER SHEETED. SUPPLIER) H1060 AT EACH a STORAGE AND/OR HANDLING. SEE FIGURE'S' FIGURE°8° END AND AT 30• O.C. MAX. ALL CLAIMS MUST BE FILED WITH METAL BUILDING SUPPLIER'S QUALITY SERVICES REPRESENTATIVE PRIOR TO BETWEEN 13 ANY FIELD MODIFICATIONS OR PURCHASES THAT MAY RESULT IN A CHARGE TO METAL BUILDING SUPPLIER. SUPPORTS STEP 3:PRE-DRILL PANEL LAP PRE-DRILLED STACK PANELS WITH ENDS FLUSH ON A LEVEL PLACE ON THE DRILL BIT TOP PANEL GROUND IN PILES NOT EXCEEDING 1 D PANELS.THEN PLACE BASE TOP AP SMALL WOODEN BLOCKS UNDER SIDE LAPPING EDGE OF D _ n STACK OF PANELS TO HOLD THEM AT CORRECT HEIGHT AND 2 $HANDLING MATERIALS MEN WALL PANELS ARE ROLLED AND BANDED,WITH A COVER PANEL PLACED TOP AND BOTTOM. POSITION WHILE DRILLING FASTENER HOLES.HOLD PANELS x 18 i GI Mi g11 TIGHTLY TOGETHER AT EACH END WITH CLAMPING PILLARS. z 6 PANEL BUNDLE WEIGHT CAN BE FOUND ON I.D.TAG AT LOW END OF EACH BUNDLE.MAXIMUM WEIGHT IS 4300 CAREFULLY MARK POSITIONS FOR SIDELAP FASTENERS ON POUNDS. TOP OF HIGH RIB.FASTENERS SHOULD BE LOCATED*ON WOOp BLOCK III 12 GIRT(SPACING $ a CENTER'OF HIGH RIB.DRILL HOLES FOR'STTTCH'FASTENER BUNDLES UP TO 25 FEET CAN BE HANDLED USING A FORKLIFT,FORKS MUST BE SPACED A MINIMUM OF FINE FEET (USE k1,-7132'-15164-DRILL-BIT)ON TOP SHEET OF SIDELAP. 3'-0• PANEL COVERAGE FIGURE"E" WALL PANEL ERECTION DETAIL VARIES PER PROJECT) &8 8 APART. BE SURE PANELS ARE WELL NESTED BEFORE DRILLING. SEE FIGURE'C' FIGURE"Cie tls BUNDLES OVER 25 FEET SHOULD BE HANDLED WITH A CRANE USING A SPREADER BAR AND NYLON SLINGS.LIFTING SHOULD OCCUR AT CENTER OF GRAVITY. 1n FIELD CUTTING PANELS PANEL INSTALLATION&FASTENER SEQUENCE Egg g v LOCATE SLINGS AT 114 OF THE LENGTH OF THE PANEL FROM EACH END OF THE BUNDLE 1 n 1" �.F WHEN FIELD CUTTING OR MITERING WALL PANELS,NON-ABRASIVE CUTTING TOOLS SUCH AS NIBBLERS OR TIN-SNIPS STEP 1:INSTALL FIRST PANEL , .1 W$W 5L W }� TRIM CRATES/BOXES ARE TO BE HANDLED 7NESMAE AS PANEL BUNDLES. SHALL BE USED.ABRASIVE CUTTING TOOLS SUCH AS MECHANICAL GRINDERS OR POWER SAWS CAN DAMAGE THE INSTALL THE FIRSTWALL PANEL AT THE BUILDING CORNER AND ALIGN THE PANEL RIB WITH THE STEEL LINE AS SHOWN SH6 6 GIRT BLOCKING AS �'el isd MATERIAL FINISH AND CREATE EXCESS METAL SHAVINGS THAT CAN CORRODE THE PANELS.THE USE OF IN THE CORNER DETAILS USING THE START/FINISH DIMENSION SHOWN ON THE PLAN.IT IS EXTREMELY IMPORTANT FTj4, DESCRIBED IN BUILDING r R ,� NON-APPROVED CUTTING DEVICES MAY VOID THE FACTORY WARRANTY. THAT THE FIRST WALL PANEL IS INSTALLED PLUMB AND SQUARE.USE A LEVEL OR A TRANSIT TO AID IN THIS PROCESS. OOT'QF 11 AND PANEL PREPARATION STEP 2(NOT BY METAL RIGHT WAY ANY METAL SHAVINGS THAT ARE CREATED NEED TO BE CLEANED FROM THE PANEL TO PREVENT SCRATCHING PLACE A 1/8'SHIM ON THE BASE TRIM UNDER THE PANEL TO HOLD THE PANEL OFF THE BASE TRIM.ENSURE THAT THE BUILDING SUPPLIER) L AND/OR CORROSION.THE MANUFACTURER WILL NOT ACCEPT CLAIMS FOR DAMAGEIDETERIORATION DUE TO USE OF WEIGHT OF THE PANE DOES NOT FORCE BASE TRIM TO EXCESSIVELY BEND DOWN.BASE TRIM SHOULD HAVE A SLIGHT /I UNAPPROVED TOOLS. SLOPE TO ALLOW WATER TO RUN OUT AND NOT SIT ON BASE TRIM. Y/ RIGHT WAY SEE FIGURE'O'-TO RIGHT p RPROI ECT)I ATTACHMENTTIOS O WHEN INSTALLING THE PANEL,APPLY PRESSURE EVENLY TO AVOID DISTORTING THE PANEL AND CAUSING OIL FOUNDATION IS NOT BY METAL FASTENER INSTALLATION CANNING. BUILDING SUPPLIER SEE FIGURE'E'-ABOVE }I RECOMMENDED TOOL TYPES:SEE ALSO FASTENER SCHEDULE Q 4 AMP OR HIGHER RATED TOOLS(DO NOT USE IMPACTING TOOLS) RECOMMENDED PANE FASTENING SEQUENCE IS SHOWN TO THE RIGHT.THIS PATTERN AIDS IN PLUMBING AS WELL AS 2000-2500 RPM SCREW GUN WITH TORQUE ADJUSTABLE CLUTCH MAINTAINING PANEL COVERAGE MODULARITY.SOME APPLICATIONS MAY REQUIRE MODIFIED SEQUENCE AND WILL BE 3 MANUAL OR ELECTRIC RIVET TOOL BEST DETERMINED IN THE FIELD.DO NOT ATTACH PANEL AT BASE AND TOP AND WORK TOWARD THE MIDDLE OF THE z O X PANEL.THIS CREATES OIL CANNING.MANUFACTURER IS NOT RESPONSIBLE FOR FINAL APPEARANCE OF INSTALLED O X DO NOT USE IMPACTING TOOLS PANEL. 0 WRONG WAY WRONG WAY TO ASSURE PROPER VOLTAGE TO THE TOOL EXTENSION CORDS SHOULD BE CHECKED FOR PROPER WIRE J SIMCORD LENGTH. STEP 2:INSTALL SUBSEQUENT PANELS W STEEL CHOKERSISLINGS,CABLES OR 16 GAGE WIRE,MAXIMUM CORD LENGTH=100' INSTALL THE SECOND PANEL BY LAYING THE LAP EDGE OVER THE BEARING RIB OF THE FIRST PANEL SEE BELOW FOR CHAINS SHALL NOT BE USED. 14 GAGE WIRE,MAXIMUM CORD LENGTH-200' PROPER ALIGNMENTAT SIDELAP.CHECK PANEL PLUMBNESS AND FASTEN PANEL IN THE SAME SEQUENCE STARTING CORRECT OVERBENT UNDERBENT U 12 GAGE WIRE,MAXIMUM CORD LENGTH=300' WITH THE STRUCTURAL FASTENERS ALONG THE LAP TO ENSURE A TIGHT SIDELAP.CONTINUE FOR THE REMAINDER OF SHOWS GAP @ HIGH RIBS HOLDS WATER z O THE WALL,CUTTING PANELS AROUND FRAMED OPENINGS AS REQUIRED.(TRIM SHOULD BE INSTALLED AROUND DRIVING TIPS: OPENINGS PRIOR TO NSTALLING PANEL) NOTE:BASE TRIM PROFILES ARE MANUFACTURED WITH A 5-SLOPE TO PROMOTE WATER SHED.ENSURE 0 z STORING MATERIALS RECOMMENDED TIPS: CREATING LARGER CAP AT RIB OF PANEL. /^ SET THE NUT DRIVER AS DESCRIBED BELOW PRIOR TO INSTALLING FASTENERS TO PREVENT FASTENER WOBBLE. SLOPE IS PRESENT TO PREVENT HOLDING WATER.DO NOT ALLOW WEIGHT OF PANEL TO OVERBEND TRIM V I J PANEL AND TRIM BUNDLES I CRATES SHOULD BE BLOCKED 12 INCHES ABOVE GRADE AND ELEVATE ONE END TO COMPRESS THE INSULATION AT FASTENER LOCATION WITH ONE HAND WHILE DRIVING THE FASTENER WITH THE WALL PANELS CAN BE INSTALLED LEFT TO RIGHT OR RIGHT TO LEFT.fT IS RECOMMENDED TO INSTALL SHEETS N =1 0_ �- ALLOW MOISTURE TO DRAIN.IF THE PANELS ARE WET,THE BUNDLES SHOULD BE OPENED AND THEN THE PANELS OTHER.THIS WILL HELP KEEP THE PANEL FLAT AND PREVENT THE FASTENER FROM'WALKING'.DRIVE FASTENERS STARTING OPPOSITE THE PREVAILING VIEW I WIND$O THAT THE SIDELAP SEAM IS AWAY AND LESS NOTICEABLE. FIGURE,�De _ SHOULD BE DRIED AND RE-STACKED TO PREVENT DAMAGE PERPENDICULAR TO PANEL SURFACE. On Q LOOSELY COVER WITH WATERPROOF TARP TO ALLOW PROPER AIR CIRCULATION.INSPECT DAILY AND DRY IF EXCESSIVE PRESSURE CAN CAUSE DRILL POINT FAILURE.LET THE FASTENER DO THE WORK PANEL ORIENTATION AND ALIGNMENT BASE TRIM LAP SEALANT ~ w Z Q NECESSARY. DO NOT OVER TIGHTEN FASTENERS AS THIS WILL LEAD TO PANEL DIMPLING AND DISTORTION. NOTE THE ORIENTATION OF THE PROFILE AND BEARING LEG FOR THE LEADING EDGE OF THE PANEL.PANELS AT BASE TRIM LAPS,APPLY A BEAD OF POLYURETHANE TUBE CAULK(H3152)TO ALL ADJOINING SURFACES AND LAP O W ::) SHOULD BE INSTALLED AS SHOWN BELOW TO HELP MAINTAIN PANEL MODULARITY I COVERAGE FOR THE LENGTH OF 1'.SEE BASE TRIM DETAIL FOR THE SPECIFIC TRIM FOR YOUR PROJECT. _ )--- ACCESSORIES MUST BE KEPT DRY AND FREE OF CONTAMINATION.STORE INDOORS IF POSSIBLE. THE WALL a_ (n c�c �_ Q IF JOB HAS OPTIONAL FOAM PANEL CLOSURES ORDERED AT BASE,ATTACH TO INSIDE OF WALL PANEL AT BASE AND w w G J IMPORTANT NOTE:THE FINISH ON THESE PANELS MAY NOT PERFORM AS INTENDED IF NOT ERECTED WITHIN 90 N DAYS FROM RECEIPT AT THE JOB SITE.THE FINISH IS ALSO SUBJECT TO SEVERE DAMAGE IF MOISTURE,DEBRIS,OR FASTEN THROUGH PANEL AND CLOSURE,INTO BASE TRIM. FASTENING PATTERN WILL VARY PER WALL PANEL TYPE � d- O Q (p DUST IS ALLOWED TO GET BETWEEN THE PANELS;THEREFORE,PANELS MUST BE STORED UNDER COVER WITH ONE PANEL ERECTION REFER TO THE WAIL PANEL ERECTION DETAIL FOR MORE FASTENING INFO. z W O w(„) W O END ELEVATED TO ALLOW FOR DRAINAGE AND PROTECTION AGAINST MOISTURE,DUST,OR DEBRIS UNTIL ERECTED. ABC-LONGSPAN III r, 0 O � _ THE MANUFACTURER WILL NOT ACCEPT CLAIMS FOR NON-PERFORMING PANELS IF NOT PROPERLY STORED AT THE LAP LEG USE SUPPLIED BASE CORNER PIECES OR FIELD MITRE BASE TRIM AT CORNERS. w C) O 0 Z O CBC-R-PANEL 00 — < N KS U m N JOBSITE.THE CUSTOMER ASSUMES FULL RESPONSIBILITY FOR THE CONDITION OF THIS MATERIAL AFTER DELIVERY KBS-KIRBYRIBII INSULATION HINT:AT THE BASE,FOLD THE INSULATION VAPOR BARRIER OVER THE FIBER TO HELP PREVENT WATER a ❑ BY THE TRUCKING COMPANY. Fm TUBS-CLASSIC WALL FROM WICKING. IT IS RECOMMENDED STEEL LINE BEARING LEG THAT THE EXPOSED ECij CH,. Waterproof I T I EDGE OF THE TRIM Tarp 1.PUT THE TOP OF THE FASTENER INTO THE NUT 2.PLACE THE POINT OF THE FASTENER ONTO LAPS BE CAULKED IN { OFF -,l9 FIELD NOTCH THE DRIVER.NOTE:FOR PAINTED FASTENERS, A HARD SURFACE AND FIRMLY HIT THE TOP Of MAY VARY TUCK PANEL TIGHT TO OILER TO HELP •BACK'VERTICAL hey .a TRIM CRATE PLACE A SINGLE OR DOUBLED LAYER OF THE NUT DRIVER 2.3 TIMES. THIS CORNER PREVENT RUSTING. LEG OF THE BASE urn C) PLASTIC BETWEEN THE FASTENER HEAD AND ABC-ARCHITECTURAL V LAP LEG n TRIM 1'AT ALL LAPS Q THE NUT DRIVER. CBC-A-PAN EL SSE ,p,52021 O 12'MIN TRIM NBS-ACCENT PANEL BASE TRIM(NO •aSwt 4 , • • , STEEL LINE BEARING LEG FASTENERS J• N REOD AT LAP) �4p 07/27 2D2D 1 O Waterproof PANEL BUNDLES Tarp TUBE CAULK r i d E w 5� �— MAY YARY TUCK PANEL TIGHT TO POLYURETHANE (APPLY TO ALL EB ae 1,€`-6 B N ` NO THIS CORNER TUBE CAULK 14)ADJOINING 8(TYP) SURFACES) O O GAP ABC-ARCHITECTURAL III - e��-H c) U s. sS� a GAP LAP LEG „a"� a^NsE3 O —� CBC-REVERSER-PANEL ��s�$ •' KBS-KIRBYREVERSEDROLL WALL SHEETING GENERAL NOTES =y .oa"�� � rn 3.THE BASE OF THE NUT DRIVER SHOULD NOW 4.BAD SET VS.GOOD SET. NBS-REVERSE CLASSIC WALL ' E «e" Q 12'MIN BE CONTACTING THE TOP OF THE HEAD OF THE STEEL LINE BEARING LEG '^� �==�„ p FASTENER I P TRIM_698 a m8EA�gmAeA RAKE TRIM MK. RTA_ H1030 FASTENER AT 4'O.C. (SEE NOTE 1 STEEL LINE AT SAVE EXTENSION 4' END OF ROOF PANEL o 0 RAKE ANGLE MK. ) END OF 5 1/4" STEEL LINE AT N N ( ) 2 1/4'TAPE MASTIC H1020 FASTENER (5) H1030 FASTENERS MAR02 SLV. (MK. H3020) BETWEEN — 3/4'TAPE MASTIC MK. TPJ:J AND,INEL 'nR'ROOF-' _. END DAM MK. H2600 PER PANEL N H3000 BETWEEN ROOF "CFR' ROOF �1 MK. H3001 \ 'CFR' ROOF PANEL I 1 1/2"TAPE MASTIC ~ o PANEL AND W02 START/KNISH PANEL 1/2'OR 1 1/2' HIGH SAVE TRIM RAKE ANGLE CUP TOP OF SAVE ---�� MK. HEB_ (7) H1020 FASTENERS RAKE ANGLE (LL(1 2' PER PANEL MK. MAR01 WTM (1) MK. H2O41 (SHORT) TOP OF PANEL PANEL CUP WITH (2) BACK-UP PLATE H1020 FASTENER AT MK. H2O51 (TALL) MK. H2650 27'LONG PRECUT EACH SUPPORT WITH (2) H1020 FASTENERS GUTTER AND TOP OF EAVE H1020 FASTENERS TAPE MASTIC WK. POP RNET PER CUP GUTTER HANGER 2' HIGH EAVE CEE H3650 m HI FASTENERS WK. 2 D0 PURUN NOT SHOWN EAVE STRUT SHOWN, I �- AT 36 FASTENER 8 AT 12 O.C. TOP OF PANEL AT 38'O.C. AT 12'O.C. FOR CLARITY MEMBER VARIES _ EAVE STRUT SHOWN, MEMBER (1) H1040 FASTENER AT EACH H1060 FASTENERS SUPPORT AND H1060 FASTENERS VARIES (REFERENCE THE RAKE RETAINER OUTSIDE PANEL CLOSURE AT 12'O.C. BETWEEN SUPPORTS 15 GA ANGLE MAE_— SEDONDAFN LOW FAYE MK. RRA01 H3400 AT'CLASSIC' PANEL AT 12' O.C. STEEL LANE AT I STEEL UNE I MEMBER OPTION DETAIL FOR H3420 AT"ACCENT" PANEL RACE RETAINER SOFFIT PANEL EAVE IXTF.NSION AT BUILDING I H1060 FAS(FNER H3410 AT"REVERSE CLASSIC'PANEL TRIM MK. RRA01 ('CLASSIC'SHOWN) I ALTERNATE MEMBERS) AT 12'O.C. H1040 AT 12'O.C, S RAKE EXTHNSKNN TRIN 1) SEE DETAIL AT RIGHT FOR TRIM PART I J HAT TRIM MK. LE>=--�� WK. REr_ NUMBERS AT THE BUILDING STEEL LINE. H1040 FASTENER -- -- ERECTOR NOTE: JAMB TRIM CLA SCr_ v O ACCENT/CLASSIC SOFFIT PANEL--�` OUTSIDE PANEL CLOSURE AT 12' O.C. STEEL UNE AT FACE OF SCREWS AND H2200 MK.JTD_O REVERSE CLASSIC 2 SEE THE DETAIL BELOW FOR EAVE H3400 AT"CLASSIC' PANEL SOFFIT PANEL —H1060 FASTENER INSULATION WASHERS HAVE w RAKE EXTENSION JAMB TRIM ) (INSTALL PRIOR TO SOFFIT PANEL) H3420 AT'ACCENT'PANEL AT 12'O.C. BEEN SUPPLIED AT 12" L AT RAKE EXTENSION STEEL LINE EXTENSION TRIM PART NUMBERS. H3410 AT'REVERSE' STEEL UNE AT EAVE EXTENSION O.C. FOR INSULATION � y - - CLASSIC PANEL AT EAVE EXTENSION STEEL LINE ATTACHMENT AT THE ROOF, m 3) SEE THE DETAIL BELOW RIGHT FOR t 'CFR'ROOF PANEL RAKE ANGLE ( 20 GUTTER ASSEMBLY PART NUMBERS. soFFrr TRIM MK. scr_ wail PANEL MARO1 WIT}i (1)1) H1 H1020 STEEL LANE FASTENER AT EACH AT BUILDING 'CFR' ROOF SUPPORT. D. PANEL CUP WITH COPE EAVE EXTENSION WITH SOFFIT (2) H1020 FASTENERS AS REQUIRED. (OFU�TSIDE PANEL CLOSURE S n (1) H1040 FASTENER AT EACH H3400SLOM PAN • FIELD CUT WALL PANEL AROUND EXTENSION BEAM PURUN TOP OF EAVE L. TRIM_861 © BUILDING STEEL LINE gl v ; SUPPORT AND H1060 FASTENERS SEE WALL SHEETING ERECTION NOTE FOR FASTENER LOCATIONS .v ,K gg S 4 o AT 12'O.C. BETWEEN SUPPORTS H3410 AT'ACCENT' PANEL FAVE ANGLE MAL_ z T n H3410 AT'REVERSE _-_._ _— ..__-- _______ ___. _.__. ____--_-.—__.__ _. __ __._ _ - _. TOP OF PANEL - so 'CLASSIC' PANEL H1040 FASTENER AT 12'O.C. ! RACE ANGTE MAY BE H2630 PANEL VOID SEE THE DETAIL AT RIGHT FOR N CAP TRIM CTA02 PURUN - ERECTED ON TOP OF CLOSURE WITH (1) GUTTER ASSEMBLY PART NUMBERS - SOFFIT PANEL r @8 8 PLACE AN 8"PRECUT H1080 FASTENER AT JB'O.C. ; PURUN AS SHOWN H1030 FASTENER AND IF GUTTER IS REQUIRED THEE GUTTER BRACKET PIECE OF TAPE MASTIC ` a:_ SOFFIT PANEL ABOVE OR UNDERNEATH 8"PRECUT TAPE WK. H3W gg qq IS PLACED _ OUTSIDE PANEL CLOSURE ('CLASSIC'SHOWN) F AS SHOWN HERE MASTIC MK. H3840 BETWEEN BRACKET 1 u ( ) UNDER THE UP I H1060 FASTENERS AT THE GUTTER ` AND PANEL, DIRECTLY H3400 AT"CLASSIC'PANEL .a G Q JAMB TRIM WK. SCT_ (7) H1030 IN PANEL AS SHOWN BELOW \J\ UNDER FASTENERS H1040 FASTENER AT 12'O.C. H3420 AT 'ACCENT" PAN El. Igm O ACCENT/CLASSIFC 12"O'C' FLAT, 3"O.C. ON MK. JTD_ O REVERSE CLASSIC WAL PANEL(FlE1D HAN10 AT 'REVERSEMAX SOFFIT TRIM MK. SCi_ PANELCUT AROUND PURUNS) •CFR'ROOF 1 1/2'TAPE () WALL PANEL(FlELD CUT3(INSTAL.PRIOR TO SOFFIT PANEL) 4 H1050 FASTENERS STEEL UNE A7 BUILDING yg� C STEEL UNE AT BUILDING IN THE FLAT AROUND E XT. BEAMS) �A g � d AT BUILDING STEEL LINE MASTIC MK. H3001 OF F� PANEL AT BUILDING STEEL LINE _ is s �LINE AT K F NOTE 1 H1020 FASTENER 1/2 TAPE MASTIC RAKE ANGLE KEEP FASTENER A MINIMUM OF 2' z 3/4'TAPE AT 6'O.C. MK. H3010 BETWEENSTEEL UNE AT 4' END OF ROOF PANEL AN n AWAY FROM Y RAKE CUP.DO MASTIC WK. H3000 GUTTER AND PANEL LAVE EXTENSION n NOT FASTEN THROUGH RAKE CUP. H2200 INSULATION RETAINER AT 12' O.C. (1) H1050 H1040 AT 12'O.C. EAVE PLATE FASTENER (2) H1050 1/2"OR 1 1/2" 1 1 2" EAVE MEMBER PER BRACKET 1 3/4" FASTENERS PER VARLES OUTSIDE PANEL CLOSURE BEND ET BRACKET BRAG H3400 AT'CLASSIC'PANEL BRACKET 1/2 d H1040 AT 38"O.C. H3420 AT'ACCENT' PANEL � � SCULPTURED EAVE H3410 AT"REVERSE'CLASSIC PANEL GUTTER HANGER K OF MK. H2640 GUTTER 4o TRIM MK.SETOt Z H1060 AT 12' O.C. -- - 0 SOFFIT PANEL GUTTER WK.GTA_H1080 AT 12'O.C. L1J STEEL_UNE AT VARIES�� tSTEE1 UNE HAT TRIM MK. LEE_ L_LINE A = _INSET EXTENSION IORW H1040 AT 12'O.C. EAVE EXTENSION AT BUILDING U STANDARD RAKE EXTENSION ROOF EXTENSION AT HIGH EAVE INSTSEE WALL SHEETING ER JAMB IM AND ECTION NOTES FOR OSURE IOR TO FASTENER LOCATIONS TRIM_849 © EXTENSION STEEL LINE GUTTER (IF R EQ U I R EDDY SEE ROOF AND WALL ERECTION NOTES FOR FASTENER LOCATIONS TRIM_875 N J o SEE WALL SHEETING ERECTION NOTES FOR FASTENER LOCATIONS In Q T1 N —J — ~O w Z Q = W S APPROVED AS NOTED I- (n Q w � w w Reviewed for Code Compliance for those items O 2 W U = o Mason County Permitting listed on the application for permit. ' 0 CD w W 2 = o _ � � o � � Project shall comply with permit conditions as noted on the permit. ANT CH p!S The plans shall be on site at the time of the , pe rJy inspection.Failure to have permit and plans on site may require re-inspection. O O Any plan revisions shall be submitted and F� 52021 o approved PRIOR to installation or field changes. Ss�I T QNAL Changes in Engineering Documents or Details CV require a letter and stamped detail unless 07/27 2020 CD otherwise approved. s W CD O U aF CD ,e�ag� � �o Em