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HomeMy WebLinkAboutCOM2021-00006 Hot Pit Bld A - COM Application - 12/2/2020 MASON COUNTY COMMUNITY SERVICES Permit Nw Wr'lLVZA -W(o PERMIT ASSISTANCE CENTER: •BUILDING•PLANNING.PUBLIC HEALTH•FIRE MARSHAL 615 W.Alder Street,Shelton,WA 98584 /E-- • Phone Shelton:(360)427-9670 ext.352•Fax:(360)427-7798 Phone • `� Belfair(360)2754467•Phone Elma:(360)482-5269 BUILDING PERMIT APPLICATION D�0 n ) PROPERTY OWNER INFORMATION: CONTRACTOR INFORMAilbN:I41 v I d NANffi;Ridge Motorsports Park Nam:Ridge Motorsports Park MAILING ADDRESS:PO Box 2467 MAILING ADDRESS:PO Box 2467 eE?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#2:206.900.5370 EMAIL:tracie@ridgemp.com EMAIL:trade@ddgemp.com L&I REG# EXP. PRIMARY CONTACT: OWNER[J GM CONTRACTOR❑ OTHER❑ NAME Trade Schmitt EMAIL trade@ddgemp.com MAILING ADDRESS PO Box 2467 CITY Shelton STATE WA ZIP 9858 JILD PHONE 360.427.7223 CELL 206.900.5370 iNG PARCEL INFORMATION: PARCEL.NUMBER(12 Digit Number) 420041000000— L12 c-J::�IZ`/azyeao ZONINGRTC-RuralTourist-Campground LEGAL DESCRIPTION(Abbreviated) NE NE&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[] NOR 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,Era)Day of use shelter/garage,maintenance&dry storage IS USE: PRIMARY❑ SEASONAL© NUMBER OF BEDROOMS NUMBER OF BATHROOMS HEATED STRUCTURE? �, (S(RholeBldg)[l YES(Part[s ofB1dg)[] NO DESCRIBE WORK_ SOUARE FOOTAGE:(P-Posed 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 00 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 N No bathrooms in buildings. PLUMBING IN STRUCTURE? YES❑ NO® If yes,attach completed Water Adequacy Form PERIMETERNOUNDATION 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 penult 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 permit/application 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 CO INUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT A (CATION OF 180 DA OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON UN " ODE 14.08.42) /Z.` Sign re of OWNER(Must be signed by the OWNER) Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH N THE RIDGE MO PORTS PARK NEI SC i'=150 FEET 1 l 1 1 Z( 0000� 0 75 150 `�./\/ J SECTION 4,TOWNS P 20 NORTH, FAvf G o �? d MASON OX*8"BAWS ARE MEASUREL 1 ' ST PL PROJECTION OF THE BUILDING RECEIVE APPROVED EXI517NG PAVED RACETRACK MASON COUNTY DCD PLAN ING � _, � \\ SITE PLAN REQUIRED TO BE ON S TE DECl. 0 2 LPL" / -- --- ---- __ --------_- , s `;� '� CHANGES SUBJECT TOAPPROV 15 W. Ald :~t By Date t i •. � \ � GRASS SNAIE-L�.��•,r \ L o0O0 INFO tTON AIRPORT R° GROUP'A!WATER C ` �� i (-. ( .''�.•'_�..'' APPucARL SYSTEM WELL Fy_ : „� _ 1060 WW M.LS HILL R AD `t / ✓ .' -"' - SHION,WA vB i' 1 \•\ I-4��l. (360)Ei 427-722564cv— I / PAR NOS 42004-24-00000,4 ' / / - .y • r 42004-14-DODGE, �i' __ice � _' �- _________------- _ _ __t i -_ __! ADDRESS-. %iE W FII15 HILL 0.D .^ -.-_—_._.___._ __._.--._.-._.—_-- .._____.__ �•\`` / SHEL70N,WA f16564 `•\ - I = "� ''�' SITE AREA: 170.05 ACRES ___. •\ \\ \ __ F GE WATER: CROUP•A•WATER SYSTEM SEWER: COMMERCIAL SEPTIC SYSTEM \ FRENCH DRAIN sb° �•�\` - . PROPOSED OT PIT ``EDOSTING INFILTRATION GARAGES 'x,EO' \ �• / TRENCH.Z370 LF ( OF 2) ;;w�=== LEGEND E7GSTING BRIDGE ^"" /� i �SO � IXIS7ING PROPOSED .-- -• _._____�.________ _._____._-._._- �.___ _- •�^• —. —• __ —. :_.�,Y•=:.-.--. �� I —w— -mot— WATER MAIN / J —SS— —1B— SANITARY SEWER MAIN •\ i/ '- \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ �tio /y/��r-� —FM— —N— FORCE MAIN `•�-__/ r '', GG KART INFILTRATION ✓•DDSIIFjG PADDOCK-�' (-/ " `�`. `> /I' 1RENCF(,420 LF \ —SO— —>D— STORM MAIN ,i• / GO,-CART TRACK EXISTING I \� p�ANgq�PADDOCKDOSTING ' 'S ALE) _ - - I ( —RD— —tm— ROOF DRAIN 3t 0 i• I" a _--_-_ 'r — ' ( —\ \ ----+�"•--- FOOTING DRAIN r 5 SC RESTROOMS WEST EELLS�LL RZ�AD 5=� -----------___�_________>__:__tiz_ -=-------____--- _- _ _' �'r \\ 'i \__]Zo'f�J —c— _._0_ GAS LINE '(I,I•A }M1k _ TU rFUELJNG'-" , -- 11 y` POWER LINE z —T— -•-7— TELEPHONE LINE GO _r ��:i_ �_ _ 1 JIG. I •, / �•z. I ( '` (� I 'i� �- / ' i a i 'i i ( -C-. 1t�' - h - - —arv— CABLE TV LINE Tv 'l _ \L _:� " \ ..ii `•i i I 1 �\ I I • i I, �\ `` i r ���t \\\ 1_ \\ '1 `�,: i _________-_ _.____-__ ROADWAY CENTERLINE 1'�157 GH O- AY LINE " '' ' �t 'aq<� THE RIDGE MOTORSPOR S� A�2l�X yM !._`_____ •i r% ;/ I '� I ' r A i i i 3 2t.�` _ 7X �4�' t( _-___________ EASEMENT SEA&T/ACKD C&F 4 Wr W-M., I -- - -- a STOR W L SHOULDER r ` EP--- EDGE OF PAVEMENT ` M A'i'ER O 84 IIA IX.SEP11CI'MOSTING _-_________-___,.__-____-__________�___-_____ DRAINFIOD AREA ._.�aawr—a. - _-._._ - -.__----------------- .. �1 �e DRIVEWAY ACCESS .APP. g VE G ADMINISTRATION MASON COUNTYja§TRACK L! SITE PLAN REQUIRED TO BE ON SITE CHANGES SUBJECT TO APPROVAL Engineering N2 4 RW,3 A3rX SCALE ,4D5D Nuu�,ER y Date LMK ENMBiING-LAM RA)NNG-UtiUTIES ALE _ MASON COUNTY, WA DRAW GRAwNc NAME P.O.B.DM DY.(MIN j7"Il DERM wk eut FAX(MFO 7"2 NO. DATE RL1/190N OF 1 THE RIDGE MOTORSPO TS PAR SCALE: ,50 FEET R K o 75 ,sD a00 SECTION 4,TOWNSHIP 20 NORTH,RANGE 4 WEST,W.M. MASON COUNTY,WASHINGTON E)OSTING PAVED RACE TRACK RECEIVED 615 W. reet tGaRtAMSS I , FRENCH DRAM --7 /' /\� PROPOSED OT PR ��. e ��'-Y.'_ % I _ \ EbSRN,Z370 INFILTRATION GARAGES F 2) 101P / r TRENCH.2.37o LF ( 2) 1011 MG BRIDGE --� .--'-----.----------- .\ —_ _- —____'-__— --_.�L—_"__--_'_a _• • -_• f GO KART INFfLmATION DamM % (/ �+ `. •^ - .' r TRENCH14201F � E10STING PADDOCK? �RES�Rt00MS I � ETCPANS, - _—___�.�,�'• . T:s J, A /ram _ 'WEST EEU,S? LLI�AD -��,�;—ter•! 1 i(✓'t'Bi''✓_ - . , -------------- -------'___:�"�__ -_-___ -- - -_ --_— ——— r e - — _ _ - -- -- _ AU FUEIdI -` ^ z� 'n,tom+ b�- -- -- ' t ' - I � i' EX SEPnC DRAINFE1D AREA ---_-•—�_.�...,.---' = —._—. —:.---".-r------- �,D_OSTING DRIVEWAY ACCESS ' LADLONISTRAWN PROPOSED TRACK MANTENANCE/AGRICULTURE BUILDING 50•,00• 21 SrMACY FPOM P/W DAM m scuE - rt Engineering 12 4RWB i4050 JOB NUMBER DVL ENGMEOMG-LAND PLANING-UWDES iLE _ MASON COUNTY, WA DRAWNG NAME PA Is l7S (FF.(7E0)71F&IG OWL]%BL 9f� FAX(>!o)Tlo-®G NO. DATE REVISION OF 1 r �a yLZ ir1 x t� LL r� DEC Cs 2 e020 � 615 W. Alder Streetlima PLANNING tiff -u -k Structure is limited io S-1 Code- Approved vehicle parking with no exchange of major parts. Add an exit door in this * No Fuelingallowed in structure. area, okay in lieu of window. Swing in direction Owner is to Provide an NFPA 72 *No handlingstorage of of egress. Provide exit compliant "addressable fire alarm or g i na e. system" under a separate permit. s hazardous materials without fire g g �e t approval. The alarm system shall be p pp completed and finaled prior to final Sill kits are re u i re fp r th i . �ti occupancy. p q V�1 ,oc c� \Y, structure. 8 Bay with bac windows for fire exit . .__. _____-_._ _ 549' .]O P. •ia. ..30 P. .MP. •5:'P• .30'. .]P P. .BP. Cemerge cy lighting Provide Exit =emergency erySignage L, door hange b 30x160 open spac no interior walls b ing of to rection ofit travel Man Door[ M n Door Fire Exit Fire Exit FU N .mo-. • .,a o-. o•. - .fn•, 8 Bays with garage doors for fire exit 'rovide Exit each door will have a fire extinguisher mounted ;ignage �---- RECEIv�Q Reviewed for Code Compliance for those items a APPROVED AS NOTED NIA 0-0-1 Approved Plans as Noted listed on the application for permit. DEC 02 2020 c-o."» urn seav,ces Project shall comply with permit conditions as 615 W. Alder Street 2A4013C Extinguishers noted on the permit. 9 locations 4 exterior The plans shall be on site at the time of the BUILDING COM2021-00006 inspection. Failure to have permit and plans on 5 interior. site may require re-inspection. 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 JLF 300 sq ft pp for S-1 (g) 16 people. otherwise approved. PROJECT NUMBER: U20H0620A _ M E M B E R CEIZTIFlED � C a R PROJECT NAME: Ridge MP Hot Pit CSAW47.1 PROJECT LOCATION: Shelton, WA UILD/NG SYSTEMS A DNISION OF NUCOR CORPORATION CUSTOMER: D&R Communications Inc. BUILDING LOADS 0 Notes and Specifications DESIGN CODE: IBC 18 Building Erection Notes w YES NO ROOF LIVE LOAD: 20.00 PSF MBMA OCC. CLASS: II rs •s 1)Th.gen.ml contractor and/err srea-tar I•resporslbl.to cfey and pmpwiy LIVE LOAD REDUCIBLE Yee ac erect the metal building Lynam In conformance with these drawings,osHA PRIMARY AND SECONDARY STEEL PRIMER COLOR:RED �If FASCIA, PROJECTION: TOP OF FASCIA HEIGFTT: nqulremrds and metal building system In o.norrnancv with this.drawings, PRIMARY Ken - GROUND SNOW LOAD: 25.0 PSF SNOW EXP. FACTOR, Ce:1.0000 m uR OSHA requirements and either MBMA or CSA S1E standards pertaining to pmpar E' erection.This Include.,but le not Ilmned to,the com ra et use of tempory ROOF SHEETING, TYPE: SS 24 GAUGE,FINISH:Pearl Gray PVDF FACE PANEL, TYPE: _GAUGE,FiNISH: SNOW IMPORTANCE FACTOR, Is: 1.00 `o guy.and bracing where needed for squaring,plumbing,and securi the rWctuml and secondary trominp.Secondary roll framing members(girt.or ROOF PANEL CLIP TYPE: Tall BACK PANEL, TYPE: _GAUGE,FiNISH: lo0 YEAR RAINFALL INTENSITY (IN/HR): 4.0 der �' bar I1.t,) an not d nwd to funaUan as a work pl ifomi or provide vasty.•-oft attachment in accordant•with OSHA requirements. THERMAL BLOCKS: Yee EPS FOAM SPACER: No CAP TRIM PAINTED: BASE TRIM PAINTED: WIND:110/ 85 MPH Secondary roof framing members(puHln.or bar joist.)are not designed (Volt) to provide safety tie-off attachment In accordance with OSHA requirernsrte. ❑ CLOSED SYSTEM, CLEAR UNDER SOFFIT TRIM: 2)A325 h A490 Bolt tighteniq requtr»nh: COMPOSITE CFR DECK, TYPE: N/A _GAUGE,FINISH: C do C PRESSURES (PSF):�4 / It Is the rssponelbnity of the erector to en.un proper bolt tightness In SOFFIT PANEL, TYPE: _GAUGE,FINISH: EXPOSURE: C 1p n acwrdancs with cWI bla ngulatfone.See U,e RCSQ s-Iflcatlan tar ROOF LINE TRIM, PAINTED:Brite Red Pi n++cLml IoTrtL•u.ingA325 or A490 Batt for more Information. SOFFIT TRIM AT BUILDING LINE PAINTED: UL 90 NO EXTERIOR WALL SHEETING, TYPE: CW 26 GAUGE,FINISH:Charcoal PVDF The falio.ing.0.rta mvy b.ussd to dstermnl the bolt Ught..s dawic Roofori N.582 ; CFR Roof Root w/Tmnetucent Panel-Canal No.tE7 5P row (I.•., 'mug-U9ht•or'fully-pri=ored'),rule..r qulred oih-T..by EXTERIOR WALL CORNER TRIM FINISH:Charcoal PVDF ❑ OPEN SYSTEM, (NO SOFFIT PANEL PROVIDED) CFR Roof-Canal No.E02 CFR Roof w/Translucent Panel-Ganef No.t590 local luriedlctlon or contract requirements: Compo.R.CFR Roof-Cants No.552A;VR1E II Roof--Canwl No.332. . A�Ail M90 bolts.hall be fully-prd.neloned'. EXTERIOR BASE TRIM, PAINTED:Charcoal PVDF CLEAR UNDER FASCIA @ B)NI A325 bona In primary framing (rigid fmmn and bracing) } SEISMIC INFORMATION Ss:1.553 51:0.594 ma b.•sn U ht', except a.follows: g� }- - �W nt.�it" 325 bona Ire FRAMED OPENING TRIM, PAINTED:Charcoal PVDF ❑ Yr% PARAPET SYSTEM S $ 8 a) Building supports a Gana system with a capacity greater STRUCTURAL PARAPET ❑ NON-STRUCTURAL PARAPET Design Ira Soil: or. /0.878 Site Class: D g than 5 tore. WALL FRAMED OPENING, SIZES: FSW (8) 6'-0"x4'-0" elll O 3'-6" ❑ Seismic Imp. Factor. 1.00 Seismic Design Category: D b)Buldinq.upporh�machinery that creates vibration,impact TOP OF PARAPET HEIGHT: Analysis Procedure: Equivalent Lateral Force Method u ' $ ? n or stiles-revereala cn the connectlons.The Engineer-of- BSW(a) 16'-0"X8'-0" d e{`}PH es Record far the project ehauid be consulted to evaluate Basis SFRS: OrtGlwlf Steel Mollient Flame h l3 ; for this ton&Uon. LEW(1) 3'-4'x7'-2" � BACKER PANEL, TYPE: _GAUGE,FINISH: c)Th.pmjeat site 1.located In a high Wemk ono,For } f Ordklay Sbei Colic.-Braced Flnrtroe IBC-based codes,'High Winn ie Area'Is defined es REW (1) 3'-4"x7'-2" ❑ eon CANOPY, PROJECTION: L g 'Saremla Daalgn Category•of'Di'E',err'F%See the NOTES: 'Building Loads'section of this polls for the defined AT EAVE LINE ❑ BELOW SAVE ❑ 1) COLLATERAL DEAD LOADS,UNLESS OTHERWISE NOTED,ARE ASSUMED To BE nl.mlo dw.49n category far this project INTERIOR WALL SHEETING, TYPE: N/A _GAUGE,FINISH: UNIFORMLY DISTRIBUTED.WHEN SUSPENDED SPRINKLER Sn7DAS,Lt EMK WAG d)Any connecUm designated In these drawinge ere'A325-SG'. ROOF PANEL, TYPE: GAUGE,FlNISII: ECUIPMENT,CEU&GS,ETC.,ARE SUSPENDED FROM ROOF MEMBERS,CONSULT THE M.B.S. 'Slip-Critloal(SC)'conn•ctfan.must be free of Point,on, INTERIOR CEILING LINER, TYPE: N/A _GAUGE,FINISH: IF THESE CONCENTRATES LOADS EXCEED 500 POUNDS(USING THE WEB MOUNT DETAIL) cr other materials that reduce friction at contact.urfacia. OR 2DO POUNDS(USING THE FLANGE MOUNT DETAIL),OR IF INDIVIDUAL MEMBERS ARE INTERIOR WALL TRIM, PAINTED: N/A SOFFIT PANEL, TYPE: GAUGE,FINISH: Galwnlzed or lightly rusted surfaces are acmptoble. LOADED SIGNIFICANTLY MORE'I11AN OTHERS. C)In Canada,all A325 and A490 bolts shah be'fully pre-tensioned•,wospt for secondary members (7wrtlna,gkte, opening framing,atr_)and flange bmos.. YES NO SOFFIT TRIM AT BUILDING LINE PAINTED: 2)THE DESIGN OF STRUCTURAL MEMBERS SUPPORTING GRAVED LOADS IS CWMOLLFB D)Secondary members Inns,girth,opening fmming, etc.)and flange bmcv connection.may always be•mug-tight",unl.we indicated other than CLEAR UNDER CANOPY BEAM: oErDa+wla.In tha BY THE MORE THE A EFFECT OF ROOF LIVE LIMO OR ROOF SNOW LOAD.AS etal DOWNSPOUTS PAINTED: Charcoal PVDF GUTTERS PAINTED:Brite Red PVDF THE, err THE APPLICABLE CODE. 3)Th.m drawin6 ilding supplier stall be retitled prior to any fiend modlRcatfon+. El KX ❑ ModiOcatian■.hall 6.approved by the metal building euppllr baton work la ❑ WALICDOORS, QUANTITY: PAINTED: ioL EAVE EXTENSION, PRO.IECT10N:1'-0" 3)Pm RS BASED S ECI THE NOW ROOF WHICHEVER IS CALCUGREATER. THIS PER BUILDING is OE OR THE CONTRACT C SPECIFIED SNOW LOAD,DHldD CO Is GREATER.THIS VAll)E.Pm,N ONLY Q undertaken. SOFFIT PANEL, TYPE; CW 26 GAUGE,FINISH: Charcoal PVDF APPLIED W COMBINATIONNS RITE THE DEAD AND COLLATERAL LOADS. ROOF show kl OTHER 4)Comman Abbrsviall.- ❑ 1X WINDOWS: PAINTED: LOADING CONDITIONS IS DETER1ARlm PER THE SPECIFIED BUILDING CODE TYP UNO-Typkal Unto..Noted Otherelee SIM -Similar �9f b SLV-Short Leg Verfkol 9 NIC-Not In Conbad X ❑ INSULATION (NOT BY MBS), ROOF: 4 INCH WALLS- 4 INCH SOFFIT TRIM AT BUILDING LINE PAINTED: Charcoal PVDF Z c LLV-Long Lag V.rUcal h SL-Steal Urns d NS,k FS-Near Side and Far Side I N/A-Not Applicable ❑ RAKE EXTENSION, PROJECTION: 1'-0" BUILDING O . CAL-Overall Length ) MBS-M.tai Building Supplier ❑ X CRANES (SEE CRANE PLAN FOR ADDITIONAL CRANE INFORMATION) F- 5)Canat-il-food.shall not be placed an any ebn ural steal framework unless J wu,h framework 1..cf•y bolted,welded,a ott-ln ad.quatsy secured. ❑ MEZZANINE (SEE MEZZANINE PLAN FOR ADDITIONAL MEZZANINE INFO) SOFFIT PANEL, TYPE:CW �8 GAUGE, Charcoal PVDF LL-I 6)PaHIr.and girls shall not be used as an anchorage point for a fall arrest system ROOF DEAD(PSF):3 50 unless written approval I.obtained tram the metal building supper. �gr SOFFIT TRIM AT BUILDING LINE PAINTED: Charcoal PVDF PPo.COL.(PSF):2.00 U 7)Purilne may any b•used ea a walidw/working surface when Installing safety ❑ X WALL.TRANSLUCENT PANELS: SEC.COL.(PSF): . 0 2 - Z ri after all permanent bridging has been Installed and fall protection ❑ X PARTITION WALL SHEETING 1 ,f _ le provide ❑d. X ROOF TRANSLUCENT PANELS: SNOW CU 1.20 � e) Con.taaUon toad.may be placed any within a zone thatPANEL TYPE: _GAUGE,FINISH: SNOW Cs: 1.00 Is within 6 feet of the Cr-J Z z w carrier Una of the primary support member.DER bundles should be placed directlyEl INSULATED PANELS YES .NO❑ over the rlgld fmm.s. ROOF SNOW Ps PS : 1.00 _7 F 9)N It ❑ X PIP I lifting deviaw.must meet OSHA or MSHA standards and In no caw.1. E JACKS, SIZE: QUANTITY• PARTITION WALL TRIM COLOR: acceptabi.to us. structural m.mbers supplied by the MBs as a.prei bar ❑ ROOF SNOW WIND ENCC N PS :LOSURE: lloweose <or lifting d-Ics. ❑ d Ln ROOF FRAMED OPENINGS, SEE ROOF FRAMING PLAN FOR SIZES � WAINSCOT Gcp*r. Casey Christiansen � U_ ❑ _ WALL PANEL, TYPE: _GAUGE,FINISH: 07/27/2020 O LU Z RIDGE VENTS, 1D'-o" LONG X 9" THROAT. QUANTf1Y: SEISMIC R: 3.25 Q I�no M SMlI Cs: 0.383 LU ::DL Alt Nstructu I ml steel sections and welded plate member.are d•etgned In BASE TRIM PAINTED: JAMB TRIM PAINTED: I have reviewed this document = (D accordance with AN9/AISC 350'Spedfkatlons for Structural Steel Building: th BASE SHEAR(KIPS), 24.09 I- tin.CAN/GSA dine comet state Dalgn Meet l Strudir C asey.Christiansen@nbsut.com n ee',ere required by TRANSITION TRIM PAINTED: LU w J N (Dtin.wp•clfH bud building cods. 2)NI welding of structural*is.[I.based an wither AWS CIA "Structural Welding Cod.-Steel'or CAN/CSA W59 "W.Ided Steel Construction(Metal Am ¢ LU Z O = CD � Weking)•,as required by the speanea bAdIng acid., APPROVED AS NOTED ERECTION MANUALS REQUIRED LLI an z I 3)AN cold formed members are designed In accordant.with ANSI/AISI SIDO or CAN/GSA 5136•Specifications for the Deelgn of Cold Fanned Steel Structural FOR OCCUPANCY (RISK) CATEGORY I OR II, IBC PROVISIONS (RFLDING MANIAS ARE E PAr i Wink THE w CD 0 _ O T- Memberi,as squired by The.p.cM.d building cod.. INDICATE THAT SINGLE-STORY BUILDINGS SHALL HAVE "NO BUILDING IN A WAREHOUSE PACKING CRATE? 0 N Ojf C) = N N 4)All wilding of cold formed steel Is band on AWS 01.3'5tmcturai Welding Reviewed for Code Compliance for those items ®CFR ROOF ®H9700 OR ❑H8260 ❑SINGLE CURB (H9850) �� � � � � CD Cad.-Sheat Steel or CAN/CSA W59 'Welded Steel Camebmatfon(Metal Arc DRIFT LINTY PROVIDED THAT INTERIOR WALLS, PARTITIONS, Welding)',as required by the ep"wd building code. CEILINGS, AND EXTERIOR WALL SYSTEMS HAVE BEEN listed on the application for permit. 5)This Metal Bullding Supplier facility Is LAS AC-472 Accredited aM DESIGNED TO ACCOMMODATE THE SEISMIC STORY DRIFTS. ❑CLASSIC ROOF ❑H9420 OR ❑H8201 ❑DOUBLE CURB (H9800) CAN/GSA Hing and t.[B Certified Sy (If applkable)far the deign and INTERIOR WALLS, PARTITIONS, CEILINGS, OR EXTERIOR WALL ❑VR16 II H9925 ���T C}iRjsl manufacturing or Metal Bonding Sy.tsms. SYSTEMS NOT PROVIDED BY THE METAL BUILDING Project shall comply with permit conditions as f 6)if joists are Included with this project,they are supplied as a part of the MANUFACTURER SHALL BE DESIGNED AND DETAILED BY �', y'1�,.1 U systems.ngineersd metal building aA are fabricated In accordance with OTHERS TO ACCOMMODATE THE SEISMIC STORY DRIFTS. noted On the permit. �• the requlrernenb.of Section 1920.75E of the OSHA eatery standards for u h .till enctfan.dated January 18, 2001. SEISMIC DRIFT VALUES MAY BE OBTAINED FROM THE METAL BUILDING MANUFACTURER. The plans shall be on site at the time Of the DRAWING INDEX Material SDeCIflmg.catlonE Mtrial: THIS-BUILDING SYSTEM DESIGN IS BASED ON UNIFORMLY m inspection.Failure to have permit and plans on 5IO2 Plot.and Flange 5•- 12'Wks,tot 1/4'Th.-A'12.9 Grade 55 APPLYING THE CONTRACT-SPECIFIED LIVE LOAD AND ROOF site may require re-inspection. �ssraiAT..� Others A572(fade 50 SNOW LOAD. IN ADDITION, THE DESIGN IS BASED ON Buln-Up Structural Web AI01t SS(or HSLAS act.. 1)Grade 55 APPLYING A CODE-DEFINED LIVE LOAD (INCLUDING COVERSHEET Sri, C2, C3 Hat-Rolled Tub. A30 or A572 Grader 50 or A992 Crude 50 ) y p ANCHOR BOLT DRAWINGS F1, F2 _ sn,uatl.al Tub. A500 Grad. B Grade KS✓) APPLICABLE REDUCTIONS AND ACODE-DEFINED SNOW LOAD An Ian revisions shall be submitted and 07/27 2020 Structural Pip, A500 Grad a 42 IC51 (BASED ON CONTRACT-SPECIFIED GROUND SNOW) FOR ALL approved PRIOR to installation or field changes. S Cold-Formed Structural A1O11 or A1039 SS(or HSLAS Clan 1)or A053 Grad.85 PHIAL LOADING AND UNBALANCED SNOW LOAD CONDITIONS. COLUMN BASE REACTIONS F2 TMu-Fawtaned Roof Panel A792 Grade Eo Changes in Engineering Documents or Detailss-- Stan&ng Seam Roof Panel A792 Grade 50.dace t STRUCTURAL/SHEETING DRAWINGS El, E2. E3, E4. E5, E6, E7, E8 NI Wall Pan.I Prior[.. A853 gad•80.der..1 err A792(fade 80,oar. 1 require a letter and stamped detail unless13 Rod Bradry A629 Gad.EO otherwise approved. �Ya - -K. Weld. AWS 01.1/D1.3 or CSA W59 per Bulldinq Cafe PP .� ��_,. o High-Strength Bolts Type T)'Pe a`'Y J.Y�li-N �3 A325 e i or A490 1 He Hex DETAILS 2 4 �Y c o$` _ 1 D2. D7. Machine Bobs D9 D10 AS07 Gad.^Hex Mason County Permitting "� � TRAOEl ARK 1993,NUCOR BUILDING SYSIE45 Approved Plans as Note su g € � U d 3 eB.,�s��ea5 N N J (;V _ ^ O PROJECT NUMBER: U20HO620A M B M A ER CERTIFIED r4u = olq PROJECT NAME: Ridge MP Hot Pit �SAw4'.' m U- 8 PROJECT LOCATION: Shelton WAACCREDrW BUILDING SYSTEMS A DIVISION OF NUCOR CORPORATION CUSTOMER: D&R Communications Inc. m c 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 INSPECTORS DUTIES ARE AS DESCRIBED IN IBC 1704.3 AND IBC 1705 1 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. Ong' 5 PORTIONS OF WORK REQUIRING SPECIAL INSPECTION: $ ' AGENCY RESPONSIBLE FOR INSPECTION AND TESTING TO BE NAMED BY OWNER LATER. YES NO N/A � A. STRUCTURAL STEEL: l 8 s 1. MILL REPORTS AND IDENTIFICATION OF STEEL (AFFIDAVIT OF COMPLIANCE) ................................................................................................................................ ❑ E ❑ 8 i�r7 2. SAMPLING AND TESTING OF SPECIMENS ........................................................................................................................................................................................ ❑ ■ ❑ �a W o B. WELDING: a 1. ALL STRUCTURAL WELDING (INCLUDES DECKING AND WELDED STUDS), EXCEPT WELDING IN APPROVED SHOPS PER IBC 1704.2.2 ....................................... ■ ❑ ❑ 1 $> g' 2. ULTRASONIC TESTING OF FULL PENETRATION WELD CONNECTIONS AT MOMENT FRAMES, BRACED FRAMES, BEAM SPLICES, AND FIELD WELDS. .................... ❑ ■ ❑ L 3. STRUCTURAL LIGHT GAGE METAL FRAME WELDING ......................................................................................................................................................................... ❑ ■ ❑ , $ 8 C. BOLTING: 1. HIGH STRENGTH BOLT A325SC AND A490SC (PRETENSION VERIFICATION) ......................................................................................................................................... ■ ❑ ❑ 2. HIGH STRENGTH BOLT A325N AND A49OX (PER COVER SHEET NOTES) ....................................................................................................................................... ■ ❑ ❑ 3. EXPANSION/ADHESIVE ANCHORS IN CONCRETE OR MASONRY ...................................................................................................................................................... ■ ❑ ❑ Special Inspection Requirements Apply 0 Z See Attached Special Inspection Forma: W U) U Z_ W U) Z ui a C U 0 w D_ U) J o O W � O = o O w W L T 1:30 � = APPROVED AS NOTED �—W, U o =Z O N Reviewed for Code Compliance for those items I CHR 2 listed on the application for permit. ��p4 wnsgsTi9 O A. a U Project shall comply with permit conditions as u y noted on the permit. 52021 The plans shall be on site at the time of the .gs�4rr Mason County Permitting inspection.Failure to have permit and plans on cwL site may require re-inspection. 07127 2020 Any plan revisions shall be submitted and _$5�€k e-o£: approved PRIOR to installation or field changes. �a� m s �� m ao�s Changes in Engineering Documents or Details �g �a 4— €s�€`3zv38�:c 0 require a letter and stamped detail unless � o a�€ -s otherwise approved. qy 1€ErIH U TRPDEMMK 1998,HUMOR BUILDING SYSTEMS P Mason County PermittingSTANDARD WELDSAND LEGEND � o Wickes!Met.joined Weld Thickest Mat.Joined Weld FWS$-FILLET WELD.ONESIDE pm 51/2, FW 3 51/2' FW_3 FLLET LEG NEAR SIDE WELD: FAA SIDE WELD: FW35 m 53/4' FW_4 <_3/4' FW-4 3" ,:i a va FWSS f :� ENLARGED DETAIL >3/4' FW 6 >3/4' FW 5 FG-5 5 5 �- / S �_— SFI FILLET t6s w## FWS4 m 3„ F ZS 8 �- � FYVS4 G-5 J F FWD$-FILLET WELD.BOTH SIDES sFlLLET FWS# FG-5 FILLET LEG FWDf DETAIL°A' FG-5 FWS4 FG-5 a i a OR S =�: o Fw0# FG-s' FG-5 FWS4 � �� f FWS4 5 5/16' SFlLLET u EAVE STIFFENER CJPi H FG-5S4 FWR=FuIl length fillet on near side with REFERENCE EAVE Notch PL '(Max.CIS or 31 fillet return at both ends on a STIFFENER DETAIL N.s. a opposite side of plate. w FOR WELDS 'WPS9 f 1P1 -FS' EE OErpI }'Typ• _ FILLET LEG FWRS $ -5 �''D# Typ Stiffener Detail Section A-A FG-s FWD4 < ,: FS °R —FWR# 'FG-5 FWS4 FG-5JSFG EE DETAIL F-S• t •s FG-5 'A° N.S. Knee WPt$-Full length fillet on near side of web With FWS3 3'of fillet past Inner most hole In from each flange o a TYP. FIXED Typ- along the opposite side of web. o 0 3 FG 5 BASE DETAIL FG-5 FWfl# FW53 3 FILLETfi OR WPtf 5 I\i�a i mcuucx c°1ia,aE Structural Column a a. �WP,—f �— i s $_ 1SW5 WPS9 See Weld Standard sheet far WPS 5 16' �C qa� TO R CJPI 2e min description o o a• i t `ir$l a 7 3SWS Base late extension and anchor Soh locations may vary. 2FR FWS4 WPS7S3 WPS4 CJP1-COMPLETE JOINT PENETRATION,SINGLE BEVEL WELD M a r PI NEAR SIDE WELD: FARSIDEWELD: JP2�--��BACK GOUGE CJP2W#:RANGES FROM FWE3 TO TWOS PER ENG. FGS n7 2FR FWS4 FG-5 FY S- 'D` ` � GOUGE aWP##:WELD SIZE PER ENG.FULL LENGTH FILLET NEAR wP## „ FG-5 6 $W de SIDEOFWEB WITH 3.OF FILLET PAST INNER MOST HOLE BEVEL SIDEnatEarva � IN FROM EACH FROM FLANGE ALONG THE OPPOSITE SIDE OF WEB. FWS4 anowew¢o u $¢�g xe FG-5 2i ° THIS WELD TYPICAL FOR ALL FLANGE TO ENDPLATE WELDS SHOWN. F{^(R;(F Pipe or Tube Column PURLIN/GIRT/CHANNEL EAVE STRUT DETAIL'A' � € Tube Bracket • g QTY SHAPE Q1Y SHAPE E Typical Column TYP. PINNED � SLOPE 08C060 �8E2075 Knee Column See Weld Standard sheet DETAIL Structural Details Perpendicular BASE for THICKNESS THICKNESS WPS description Y �CKN See Weld Standard sheet see We Id Standard sheet for WPS See Weld Standard sheet SIZE \ X SIZE T X for WPS description description for WPS description 1000 1000 Ttddcesl Mal.Joined Weld c X X X X X X X X X X X X X X X X X X I X X X X X X X X X X X X X X X X 5 1/2' FW 3 o U 5 3/4' FW 4 � X X X X X X X I X X X X X I X X X X X X X X X X X X X X X X X X X X X X Z 3" >314" FW 5 CJP1 'WPS9 z X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X F.S SEE DETAIL O a- I-- LLI FG-5 WP## 3„ N.S. 'A• 9 FWD# *FG-5 FG-5 1/4 4'-12' � X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X = U ° 1/4 4'-12 m g 6 a o a - z ° t7 FG-5 FWS3 a vim c, Nm o R t +� m n $ 8 o o S N -« n ti r ❑ o yv '�� a o d - .. 'e �6 m �� o� �_ mm.� fit"; pa g»_ o o- �m �d �fo 12 - A ' �^ AI `vn d� a �rynl d`vn do 'ry do7 den DETAIL"A' •` 'gym -� F a a F'' a o m o D ` ` ` - `m m f a a u o i o m t ' i s ° l a I Z Fws3 wl=sT Typ.Flange Brace Clip Runway Beam —' ° d d d a o o - 3=� -� y O F on O o o m F.-. = I— ILL /� O (7 LL O O N N N (7 O (7 O LL G (7 O Q t7 Q O LL LL (7 LL aHa FQ- lt�l tq t� Li rj ;,j r4c: ¢ cc ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ l � Q w V J :Z (7 CJ N F- e-1- F N N m J �] 11 c' (7 LL LL O O O O O O O O O O O O O O O x x S EL o ¢ ¢ ¢ I— FWS) S o_ ¢ M ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ % % N % rn N rn ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ (J 1GFG R f-- L Preq O O O O O Q O O O O O O O �u u �u } a a a s a a a a a a a a a a = W n o. n a. a a o_ a a a LL o_ a 3GFFG tJ_I v-- FG-5 FWS3-3'min weu FD.s g .G .I? ;, 5 3 s _ - m s 8 0.. U) O O a n 1 . 3 3 ❑ a) aa -Jra I o k a o am e s ! 3 W w 0 J O Z J a> twos 4D 3 3 w a n e� s E I f p s eg- a =s s w O = ffi O I o Q J= FGs v ga �, '� gm s o x a `_s E 8 s z o w Lu m U) tsws '\ �' o a- 3 - r r R14 �R a 3� e s � f $ �U O 3SWS R I.j WPS9 CJPI >_ �` �' 3 it 3 3 2 d a a d d fi 9 i h P_5 ; 9 3 39 9 3 39 9 0 y U Z. ON O LL C O gg n 3 3 3 3 a u 3 3 Z a Lei❑ (�I 0- FG_5 FWD# 3 } 3g sg goN O cd Interior Wide Flange Fixed Base Plate Crane Stop m o m o m e e z z s S S o 0 o s s s s o o s s s s o o 6 s s o s o o '? o o A. p4 �y1 O x� wNrn c d 3 c 3 c 3 ¢ 3 �i 3 < �i 3 3 3 3 h5 3 �i 3 3 t 3 3 3 r3 i 3 3 °d O E 6 6 K 4 4 6 6 6 6 t 6 < 4 6 6 4 6 6 6 6 6 6 G < t 6 U % � ♦ LL� m z= N w m a w m to 3 32 (a( {8y m p 3 0 �= m•'� Z� ?Cl 552 021 �ZZ 2 M N tmi U L L V O '� ON ON py S 3 O .y + O- F �{7 cm o p p5 Nip •�1l zi ` _ N 'S g E E li �ti� p2 S I ° o O m o w rn in 'v °, o o bra. 'J 0 0.-, on os`o. 3 m S�TAL Q w U) FWD4 FG 5 O_ m a m n N i� ''.2 r?t 1° m o'v ob o` �e a 9 c o�.,rn�c x � O m rn rn v � �t m `n 3 ay o -m a vN S c of cols m n^I p Z. 'i n am = a oFy ob o� ob o. o. o o u °� `� �� �A A ry 3'� _ _ ds 07127 2020 0 o`v, o`o m o`n o n d n o" c - m`- i0 a yr FGS C) _ _ 0 0 m N rn n o2 $ °� tl1 3o of 8 8� u°y cg m� �_ FWD4 `o n mo n ¢� o 0 00 0o mm0 Bmu a'o ro m m@ € S� m� 555„ x 3LL O ❑ .a •�: .2 A+ ,4. m mU-' E Ea �c9 0 $» € �=s�a» ggg3 w W 0 Runway End A. n a a a n a oe s €N g $ o € o _C5 �e,='�r�a.� 9 L9uu� Fm' rim s- C� (g �o Pi uo cgs s53�� �5�� 4- w 53 Uz.n: 5 O M = 2S' s=E'»ga+Es= T SPECIAL DETAILS r to � to to �+. &V Es co rn Y°W¢ d N U' to rl) to V tD to r tD CA CV [7 In (D8+'S'`+ oLL 17 C7 C7 C9 to ao cn to to to to cn in vs N `7 Y CO, See Weld Standard sheet C7 C) LL D LL "oLL o LL a LL 0- n- a OL a a to to to Cot to to cn � E.g�ee LL for WPS description LL LL N M N u, tr' N N N m 3 3 a D a a a D a n a o a G o "�85.=tea O ANCHOR BOLT SUMMARY My Loot" (In) Typo P(f 1) _ O 24 End—H 3/4' F1554 3.00 °C O" ": F1554 100 0 25 Fr"m t'/4' F1554 3.00 8 e :a ANCHOR BOLT PLAN GENERAL NOTES � a 1. THE SPECIFIED ANCHOR ROD DIAMETER m �' ASSUMES F1554 GRADE 55 UNLESS NOTED i c OTHERWISE. ANCHOR ROD MATERIAL OF EQUAL DIAMETER MEETING OR EXCEEDING E STRENGTH REQUIREMENTS SET FORTH 160'-0"OUT—TO—OUT OF STEEL 9 Hf9h Eave ON THESE DRAWINGS MAY BE ULILIZED AT 2 3 8 4 THE DISCRETION OF THE FOUNDATION 20'-0" 20'-0" 20'-0" 20'-0" 5 20'-0" 8 20'-0" 7 20'-0" 20'-0" DESIGN ENGINEER. ANCHOR ROD EMBED- MENT LENGTH SHALL BE DETERMINED BY THE FOUNDATION DESIGN ENGINEER. z 2. METAL BUILDING MANUFACTURER IS NOT S m RESPONSIBLE FOR PROJECT FOUNDATION DESIGN. THE FOUNDATION DESIGN IS THE RESPONSIBILITY OF A REGISTERED $ 8 8 A PROFESSIONAL ENGINEER, FAMILIAR WITH A H A = = I = = I D A H LOCAL SITE CONDITIONS. D D D D D oD o 00 3. ALL ANCHOR RODS, FLAT WASHERS FOR ] 00 I ANCHOR RODS, EXPANSION BOLTS, AS WELL ! 1 is AS ALL CONCRETE/MASONRY EMBEDMENT /� S i7 50 B H B PLATEFACTURER.S BY METAL BUILDING B F-�B = rn 00 4. THIS DRAWING IS NOT TO SCALE. c c I I. 5 o 5. FINISHED FLOOR ELEVATION = 100'-0" M p O L = o o C' C' ■ r ■ ■ ■ r ■ r r m UNLESS NOTED OTHERWISE. �f � T T No 0 m HA r ■ ■ ■ .i. Cr rC■ A x I 6. 'SINGLE" CEDE COLUMNS SHALL BE Q C ORIENTED WITH THE "TOES'TOWARD THE X—Bracing X—Bracing =sl LOW SAVE UNLESS NOTE OTHERWISE. Z 7. ANCHOR RODS ARE REQUIRED ONLY IN THE QUANTITIES SPECIFIED. BASEPLATES MAY W BE FABRICATED WITH MORE HOLES THAN 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" NEEDED FOR THIS PROJECT. cn Z LAw Ems 8. THE ANCHOR BOLT LOCATIONS PROVIDED � 2 3 4 5 6 $ 9 BY METAL BUILDING MANUFACTURER U) W SATISFY PERTINENT REQUIREMENTS FOR THE J Z ANCHOR BOLT PLAN DESIGN OF THE MATERIALS SUPPLIED BY _ NOTE. All Bass Plates O 100"-0" (U.N.) THE METAL BUILDING MANUFACTURER. U) U N PLEASE NOTE THAT THESE REQUIREMENTS J MAY NOT SATISFY ALL ANCHOR BOLT W Z Q CONCRETE EDGE DISTANCE REQUIREMENTS O W DEPENDING ON THE DETAILS OF THE = f-- Q O FOUNDATION DESIGN. D_ W O W BECAUSE FOUNDATION DESIGN IS NOT WITH- W 10 Q 00 IN THE METAL BUILDING MANUFACTURER'S W C� = O SCOPE OF WORK, IT IS THE RESPONSIBIL- APPROVED AS NOTED fTY OF THE QUAUFlED PROFESSIONAL o 0 o N 06 U m N CV DESIGNING THE FOUNDATION TO MAKE o CD CERTAIN THAT SUFFICIENT CONCRETE EDGE N Reviewed for Code Compliance for those items DISTANCE IS PROVIDED FOR THE ANCHOR Nj CHRf 2 listed On the application for permit. BOLTS IN THE DETAILS OF THE F°UNDA- EEp4 vrASTi Q TION DESIGN. L91 U Project shall comply with permit conditions as q noted on the permit. The plans shall be on site at the time of the stir 02 inspection.Failure to have permit and plans on ss7Cv o Dla— 3/4" site may require re-inspection. 07127 2020 I m� W Any plan revisions shall be submitted and 5 Dia�1 approved PRIOR to installation or field changes. Changes in Engineering Documents or Details US mgigh�p.e O S Es5z.38� 4. require a letter and stamped detail unless c"i R $e T otherwise approved. Mason County Permitting v�yRt�3aNg LL �v SE" .C. O N c N n o FRAME LINES: 2 3 4 5 8 7 8 RIGID FRAME: B1m OOLam taEAc a pc) m Dia= 3/4" g" t� Q Frame Column - Dead-----Collateral- ----Live---------Snow-----WIndJ.eft1- WInd_RI irtt- "rp COLUMN LINE Una Una Harttr Vert Hartz Vert Hariz Vert Hartz Vert Hartz Vert Hartz Vert �Q�p T~ 2• A 03 1.8 0.2 0.6 0.9 4.2 1. 7.1 -2.8 -2.8 1.3 -7.7 3 2• C -0.3 1.8 -0,2 0.6 -0.9 4.2 -1.6 7.1 -1.8 -2.8 3.3 -7.7 Sd z Frame Column --1rndJAft2- -Wind-Right2- --WindJ_ongt- --Wind_Long2- -SeismicJ.aft Seismic-Right L, 8 Una Una Hortr Vert Hartz Vert Hartz Vert Hartz Vert Hartz Vert Hartz Vert d Q i Q 20 A -J.1 -3.2 05 -2.9 -D.1 -4.5 0.6 -5.6 -1.6 -1.6 1.6 1.6 3" 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 Frame Column -Sdemic_Lang -MIN_SNOW-- � � Op O ; O 3 Z'e Cne Hods V022. Ho20 Vert 1/2" -2.0 7.8 24 Frame lines: 2 3 4 5 8 7 8 ' 8„ ENDWALL COLUMN: s1►>sl:ooulw 1tFilc m(k) {� s 1/2 li � Wind Wind Wind Wind Wind Wind Wind Wind w EW IV 1Y Frm Col Dead collet Live Snow LOR1 Rightt Left2 Rlght2 Press Suct Long1 Long2 I Una Una Vert Vert Vert Vert Vert Vert Vert Vert Harz Harz Vart Vert a 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 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 m a 1 -4 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 DETAIL A RIGID FRAME: NIG10R sous!911E PIAM Sala Sala _ � T 3/4" Frm Col MoJ3olt Base-Plate (in) Elev. Frrn Cal Left Right MIN-SNOW--EIPAT�SL1- E1PAT_SL.2- DIa- I I p Une Una Qty Dia Width Length thick (in) Una Una Vert Vert Hors Vert Harz Vert Harz Vert 1 A 0.0 0.0 0.0 1.9 arz 0.9 arz 0t 1 B -0.1 -0.1 0.0 5.4 0.0 1.1 0.0 1.2 2+ A 4 750 1 C 0.1 0.0 0.0 1.7 0.0 -0.1 0 8 000 12.7.9 0.375 0.0 0.0 0.9 $ ^ u'0\1 to 2• C 4 1..000 8..000 12.75 0.375 0.0 Wind Wind Wind Wind Wind Wind Wind Wind R T Frm Col Dead Collat Live Snow Left1 Ritt Left2 gh Right2 Press Suct Lnng1 Long2 = $y 2 2• Frame lines: 2 3 4 5 6 7 8 Una Una Vert Vert Vert Vert Vert Vert Vert Vert Hors Hors Vert Vert O 1 Q 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 g5' ' 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 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 O 1 Q ENDWALL COLUMN: ANCHOR sous r s1eE moan � Sale Seta 3 1/2" Frm Col Anc.J3olt Base-Plate (in) Elev. Frm Col Left Right -MIN_SNOW--E2PAT..-SLt- E2PAT.SI 9- -1-- Une Una (Ay Dig Width Length ick (in) Una Una Vert Vert Horz Vert Harz Vert Harz Vert 9 C 0.0 0.1 0.0 1.7 0.0 0.9 0.0 -0.1 -ate 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 r 1 b „ 9 A 0.0 0.0 0.0 1.9 0.0 -0.1 0.0 0.9 • 5 W G 8 1 B 4 0,750 6.000 8250 0.375 0.0 � � ��g e 1 C 4 0.750 8.000 8.250 0.375 0.0 $ H 1 1/2' EW g C 4 0.750 8.000 8.250 0.375 0.0 BUILDING BRACING REACTIONS .�i W �W 9 B 4 0.750 8.000 8.250 OZ75 0.0 t Reactione(k) panel Shea E 5, 9 A 4 0.750 8.000 8.250 0.375 0.0 $ee g See Plan -Wall a Col Wind rt=llamer- (167Sa Lx Una Una Harz Vert Harz Vert Wind Sale GENERAL NOTES L EW 1 B,c 1.7 1.4 1.9 1.5 DETAIL B 1. ALL LOADING CONDITIONS ARE EXAMINED. (THE MAXIMUM AND MINIMUM HORIZONTAL(H) AND VERTICAL V) F_SW C 2,3 1,7 0.9 12.8 8.3 REACTIONS AND THE CORRESPONDING VERTICAL(V) OR HORIZONTAL (H) REACTIONS ARE REPORTED. 7,8 1.7 0.9 12.8 8.3 ft_flY 9 C,B 1.7 1.4 1.9 1.5 DIa= 1 B-SW A Torsional Bracing Used / ,� 2. REACTIONS ARE PROVIDED FA LOAD CASE O ORDER TO AID THE FOUNDATION ENGINEERWORKING G DETERMINING Ir I THE APPROPRIATE LOAD FACTORS AND COMBINATION TO BE USED WITH EITHER WORKING STRESS OR ULTIMATE STRENGTH DESIGN METHODS. WIND LOAD CASES ARE GIVEN FOR EACH PRIMARY WIND DIRECTION. --;-- 3. F GENASCE7 DI USING LATTER BE S EDD SULD WIND CODESPEEOSTHE UNFACTORED LOAD CASE REACTIONS DUE TO WIND ARE j$( 4. POSITIVE(+) REACTIONS ARE AS SHOWN ABOVE. FOUNDATION LOADS ARE IN OPPOSITE DIRECTIONS. 4" S. BRACING REACTIONS ARE IN THE PLANE OF THE BRACE WITH THE HORIZONTAL REACTION (H) ACTING AWAY 2~+- FROM THE BRACED BAY AND THE VERTICAL REACTION (V)ACTING DOWNWARD. Z " ' ++•••+ RIGID FRAME LOAD CASE ABBREVIATIONS: +•+•++ L'"I It�, CLR. OPENING +� VARIES: W Wind-LI/Wind_Ri: LATERAL WIND FROM THE LEFT/RIGHT. CASE 1 'o COLUMN 2}"-3J" Cj 8" Wind_L2/Wend_R2: LATERAL WIND FROM THE LEFY/RIGHT, CASE 2 rY - 2 2' Wind_Ln1/WindJn2: LONGITUDINAL WIND CASE '1 7 n. (USE 2) 1/2" DIA EXPANSION Z seismic_(./seismic_R: LATERAL SEISMIC LOAD FRdM LEFT/RIGHT OLTS PER COLUMN 0 LWINDpp_L E LWINDy_R E: LONGITUDINAL WIND EDGE-ZONES FINISH ) SW F 1 S F UNB_S UNBALANCED ROOF SNOW WITH WIND FROM LEFT/RIGHT FLOOR GIRT DEPTH + 2" F PAT_LL�ffF PAT_SL PARTIAL UVE/SNOW LOADING FOR CONTINUOUS BEAM SYSTEMS Z See Plan ++++++ ENDWALL COLUMN LOAD CASE ABBREVIATIONS: +•••+« O Corot: COLLATERAL LOAD '�° ` DETAIL C Rafter Wind_L/Rafter Wind_R: LATERAL WIND FROM THE LEFT/RIGHT :=-:ti;.;� •' ~ Brace Wind_L/Brace Wind_R: LATERAL WIND FROM THE LEFT/RIGFIT •• •, ••-'- ••,••. '„ ••' •�' Q Wind_P/Wind_S: LONGITUDINAL WIND PRESSURE/SUCTION ON COLUMNS :' `•• >•.:• '• J..ANCHOR.BOLT U N Wind_Ln: LONGITUDINAL WIND SUCTION ON ROOF ;,.:';;+•:.'�! •� „•SECTION Dia= 3/4 g" Seis_L/SeisJt: LATERAL SEISMIC LOAD FROM LEFT RIGHT f :: ~(RECOMMENDED) W 8 E UNB_S IL/E UNB_5 R: UNBALANCED ROOF SNOW WITH WIND FROM LEFT/RIGHT � •` ' •+-"''f '"• W E PAT_LL }fE PAT_SL PARTIAL LIVE/SNOW LOADING FOR CONTINUOUS BEAM SYSTEMS = TYPICAL OVERHEAD DOOR ~ U) o¢ O TYPICAL COLUMN BASE PLATE DETAIL a. Cf) -T-- FRAMED OPENING W w -t O w N d ¢W a,0 D_ w o O O 3 a 13 CD D' = C:) N o I APPROVED AS NOTED o- t- 06U m CV O FOUNDATION DESIGN NOTES: cc Q Q v 0 N 3 1/2" 1. THE ORIENTATION OF THE ANCHOR BOLT DETAILS SHOWN ON THIS PAGE MAY NOT Reviewed for Code Compliance for those items 2 -1-- COINCIDE WITH THE ACTUAL COLUMN ORIENTATION SHOWN ON THE ANCHOR BOLT listed On the application Or permit. ��� �H ! DRAWING. PLEASE REFERENCE THE SIDEWALL (SW) AND ENDWALL (EW) STEEL LINES pp p p4 Ti 8„ SHOWN ON THE ANCHOR BOLT DETAILS WITH THE ANCHOR BOLT PLAN DURING LAYOUT y �91 OF COLUMN AND ANCHOR BOLT LOCATIONS. Project shall comply with permit conditions as y SW 2. COLUMN BASE PLATES MAY HAVE MORE HOLES THAN ARE REQUIRED DUE TO noted on the permit. PRODUCTION LIMITATIONS. PLEASE FOLLOW ANCHOR BOLT DETAILS FOR QUANTITY 52D21 See Plan POF ER ANCHOR E MBBODESIGN QUIIRED.SPECIFICATIONS. BASE PLATE HOLES DO NOT NEED INFILLED The plans shall be on site at the time of the �- rI t inspection.Failure to have permit and plans on kL DETAIL D site may require re-inspection. 07/27 2020 Any plan revisions shall be submitted and 3t` =5 Kd approved PRIOR to installation or field changes. Egos= ra� � Changes in Engineering Documents or Details ;N s �Tbg� N require a letter and stamped detail unless `NUF.:-R g.6 0 Mason County Permitting otherwise approved. �N�re-41! ;.o u• r'^$_S�ca h N \n N N n � EXTENSION CANOPY BOLTS cn ROOF. PLAN MARK QUAN TYPE DIA LENGTH High Ewe EB-22 4 A325 1 2 2 P20 9 EB-23 4 A325 1/2' 2' m 160'-O"OUT-TO-OUT OF STEEL -0EB-24 4 A325 1/2" 2"EB-27 4 A325 1/2" 2" � M 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" MEMBER TABLE _ ROOF PLAN MARK PART LENGTH EB-21 J08C060 51.750 g= s EB-22 W8x10 33.500 w o EB-23 W8x10 27.563 a 0 ----- RF1__- _-_- I RF1_- -- I_� EB-25 J08CO60 51.750 0 A EC-21 EC-26 I EB-27 W8x10 60 33.250 04 EB-28 W8x10 28.563 w i C C `Lb` �'6 `LD` �'6 i EB-29 J08CO60 31.500 N 0'� ��? � ems? G�� G�� �? Ni P-21 08Z060 270.750 a b a IN G I I P-22 OSZ060 274.000 1 � i I ER-21 R 1-22 1-22 RF1-22 RF1-22 1-22 R 1-22 RF1-22 ;�"a 7 cal P-23 OSZ060 270.000 � � � 9 ti B �`i' ER-21 wi s 5 ��M�s o w e�2 G�.`I e.?� G��� ?R Gg' ?R G0 I P-24 08Z060 274.000 � m U. i A I P-25 08Z060 270.750 P-26 08Z067 274.000 sad e; i P-27 08Z067 274.000 Q - ru EC-24 _ E-21 08E060 216.000 8 Nis 3 C EC-23 - _ru _ a -- ----------- --- --- _ 1 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 08E060 228.000 1 E-24 08EO60 228.000 , $5 � gv�� r Low Ewe E-25 08Z060 216.000 W W W E-26 OBZ060 228.000 L � g E-27 OBC060 251.000 E-28 OBC060 238.500 E-29 08CO60 238.500 PRIMARY ROOF FRAMING PLAN E-30 08C060 238.500 E-31 08C060 238.500 E-32 08E060 12.000 E-33 08Z060 12.000 ST-21 W08SBO75 234.750 CB-24 RD10- 290.000 < 1 9 High Ewe CONNECTION PLATES z V- 160'-0"OUT-TO-OUT OF STEEL '-0" ROOF PLAN O ❑ID MARK PART 2 3 q 5 6 7 8 1 EEC01 w 20'-0" 20'-0" 20'-0" zo'-0" 20'-0" 20'-0" 20'-0" 20'-0" PURLIN BRACE TWO ROWS PER czn U BAY, SEE DETAIL ON SHEET D_ o z U) Z -� O (D �- _ w o N U) ¢ `IEB-27 EB-28 EB-28 EB-28 EB-28 EB-28 EB-28 EB-28 EB-2Zi U N 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 m (1) PABO� (1) PABOB i- w Z ¢ -33s w c� A - - P-23 TYP P-23 Typ P-23 TYP P-24 Typ P-25 Typ I t1� PAB08 ROOF FRAMING PLAN w N Ui o E- 3 P-21 T P-22 TYP P-23 TYP YP g O N i j o (2) PAB05 W O ¢ co p G Q [[ GENERAL. NOTES w o U = w o 0 ILL. ¢ I 1. PLACE TAGGED END OF RAFTERS TOWARDS THE LOW EAVE w O o = Z r 0 � I o_ � otSC) mCV N P-26 P-27 j x (2) PA805 2. STD. ROD/CABLE SIZES PER PART PREFIX ARE: a C� to 1 /� ROD CA13 F C I RD05- = 5/8" ROD CA02- = 1/4" CABLE ��h1 CHRIST Oc 8 I - - 1 �J(1� PAB03 RDO6- = 3/4" ROD CA03- = 3/8" CABLE Og�Sb oc I E-32 �Jg�' E- 2 _ _ _ 3 _ - _ 1 PA804 RD07-' = 7/8" ROD CA04- = 1/2" CABLE U C _ N 1 PA802 1 PAB01 RD08- = 1" ROD U y N C 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 1 ( ) ( ) RD09- = 1 1/8" ROD �j ml EB-22 EB-23 EB-24 EB-24 EB-23 EB-24 EB-24 EB-23 EB-22w RDID- = t 1/4' ROD 52021 w s1� PURLIN 1'-7' 1'-3F 1' 3{ 1' 3} 1' 3F 1' +, 1' 7� LOW Ewe mIJ 3. PURLIN AND EAVE STRUT CONNECTIONS lZE BOTH �S7gyu LAP 1 -7 1-g 1-3 1-3 1-3 1-3 1 -7 A307 AND A325 BOLTS. REFER TO THE DETAILS FOR SPECIFIC USAGE REQUIREMENTS. 07/27 2020 ROOF FRAMING PLAN Fj 4.THIS DRAWING IS NOT TO SCALE. _"` _� j5 - SECONDARY R �g�sges� �es.� � �2 �'p��y�q C�a�b•�LB co () Mason County Permitting 9 € Safi W ERECTOR NOTE: N � N N � O THIS BUILDING HAS SPECIFIC ROOF CLIP AND FASTENER REQUIREMENTS. PLEASE REVIEW THIS DETAIL PRIOR TO ERECTING THE ROOF PANEL. FAILURE TO FOLLOW THESE SPECIFIC REQUIREMENTS COULD RESULT IN LOSS OF ROOF PANEL(S) . 6 E3 A Mason County Permitting A N APPROVED AS NOTED 0 Reviewed for Code Compliance for those items listed on the application for permit. g s Project shall comply with permit conditions as O L'J A noted on the permit. I m The plans shall be on site at the time of the N O—J O W inspection.Failure to have permit and plans on C OO site may require re-inspection. $ n o I —I O Any plan revisions shall be submitted and N � approved PRIOR to installation or field changes. � Changes in Engineering Documents or Details require a letter and stamped detail unless M $ a - otherwise approved. C = 9 �i> STD 4" CFR CLIP PART NUMBERS ' 18 ga a MARK # PART DESCRIPTION U cgs H2500 SHORT FIXED CLIP H2510 TALL FIXED CLIP 162'-0" H2520 SHORT SLIDING CLIP H2530 TALL SLIDING CLIP 1 ED H2540 SUPER TALL SLIDING CUP C ROOF SEAMING PLAN CFR PERIMETER CLIP PART NUMBERS Q MARK # PART DESCRIPTION 1) NUCOR ROLL LOCK TM U.N.O. 1 62'-0" H2720 SHORT SLIDING 8" CLIP Z H2730 TALL SLIDING 8" CLIP 2) ® INDICATES NUCOR VISE LOCK® 1 9 H274o SHORT SLIDING 12" CLIP 3 INDICATES NUCOR VISE LOCK 360( LU v ROOF CLIP AND FASTENER PLAN H2750 TALL SLIDING 12" CLIP ) H2760 SHORT SLIDING 16" CLIP - z Ll H2770 TALL SLIDING 16" CLIP co EA6027D 0 F STD. 4" PANEL CLIP ATTACHMENT DETAIL STD. 4" PANEL CLIP ATTACHMENT DETAIL PERIMETER PANEL CLIP ATTACHMENT DETAIL ~ U) Q SEE CFR ROOF ERECTION NOTES FOR PANEL CUP MARK NUMBER SEE CFR ROOF ERECTION NOTES FOR PANEL CLIPCRITICAL SEAMER ORDERING INFORMATION MARK NUMBER SEE CFR ROOF ERECTION NOTES FOR PANEL CLIP MARK NUMBER ~ W Z Q ROOF PANEL B", 12" OR 16" Gr1 ROOF TYPE CFR OT W = OO CLIP PERIMETER FG� 0 C a0 O pza�� PANEL GAUGE 24 GA. w LU W cV O ROOF PANEL ROOF PANEL Q �j 30 Q Cfl O I SQUARE FOOTAGE (ENTIRE ROOF) 5,184 SQ. FT 0 o o D_ _ p C\I 4" PANEL CUP AT EACH 4" PANEL CUP I — 0. 0 U o (N N PURUN OR JOIST, AT EACH PURUN, I ROOF PITCH 3/4:12 (2) H1020 FASTENERS PER (3) H1020 FASTENERS PER I 2 TALL OR SHORT PANEL CUP TALL OR SHORT PANEL CLIP, E� jST WITH PURUNS, ( SEAM HEIGHT ® 3" 2" i� of cwAsg �9 U (2) H1022 FASTENERS PER (3) H1022 FASTENERS PER SUPER TALL PANEL CLIP PERIMETER CUP AT EACH 4J �� SUPER TALL PANEL CUP PURUN OR JOIST, _ =- ENDLAPS YES ® NO WITH PURUNS, FASTENERS PER CUP: - (2) H1070 FASTENERS PER (3) H1020 AT PURUNS -_ SHORT, TALL OR SUPER TALL 2) H1070 AT JOISTS GALVALUME OR PAINTED ROOF 0 GALVALUME ® PAINTED ,�sr 021 PANEL CUP WITH JOISTS PURLIN (OR JOIST) PERIMETER CLIPS REQUIRED YES ® NO ssj� PURUN (OR JOIST) INSULATION 07/27 2020 PURUN NOTE SEAM HEIGHT: CFR = 3", V1316—II & SR2 = 2" 5 bm W Eg-sEDoop W r PLEASE NOTE THAT ALL SEAMIER ORDERS WILL TAKE APPROXIMATELY .a agog she co 5-7 WORKING DAYS FOR DELIVERY TO JOB SITE FROM DATE OF 29 �B �n o (2) FASTENERS PER CUP AT PURLIN/JOIST q (3) FASTENERS PER CUP AT PURLIN (3) FASTENERS PER CUP AT PURLIN ORDER. VISE LOCK & VISE LOCK 360 CFR ROOFS REQUIRE (5) gag- 6'g"!99� ° CQO /� 2 FASTENERS PER CUP AT JOIST STATION SEAMERs. LL _ O NUCOR.DIROOFSEAMERS.COM PHONE (888) 343-0456o �Egne„ TRIM TABLE - -- DO F PLAN O PART LENGTH DETAIL 1 SCT121 121.000 2 SETO1 121.000 TRIM-861 4 LEE03 121.000 TRIM_875 5 HEB01 121.000 TRIM-875 M ?E 6 HEB02 242.000 TRIM_875 7 RRA01 121.000 TRIM_875 g 8 H4000 5.000 9 RCA01 9.250 M 10 GRA01 8.000 11 GTA01 121.000 TRIM_861 12 GTA02 242.000 TRIM_861 13 RCA02 9.250 14 ERAO1 8.060 s High Eave w tL 1'-0 160'-0"0UT-TO-OUT OF STEEL 9 1 '-O" m o . 2 3 4 T 6 T 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" � $� ^ 0 Lq a S [A] ; $ o E ;AIg1�- O13 , ----------------------------------------------------------------------------------------------------- A I I I i I T 0 N N N I N a I j cV o t=n [A] i [A] r-�W I Z 0 I I OJ I LU I co U U r Z_ C -- - - - - - - -- - - - - - - -- - - - - - - -- to 8 9 1 8 1 1 —J Z F (Gutter with 4 downspouts) REF Trim-22 Low Eaveco J U Lq 0 LU Z Q rn Z LU ::) CD z 4 i l t1 Cl)F- 2U o 0 L11 N O z CO W = r ROOF SHEETING PLAN APPROVED AS NOTED Q U o N N PANELS: 24 Ga. SS - Pearl Gray PVDF Reviewed for Code Compliance for those items 2 [A] SOFFIT PANELS: 26 Ga. CW - Charcoal PVDF CHR listed on the application for permit. �.Eog���� Q y Project shall comply with permit conditions as -0 s STEEL UNE START FINISH DIM. E PANEL RIB noted on the permit. SEE ROOF SHEETING PLAN) START PANEL WIDTH DETAIL (FIELD CUT) BACK OF 5r 2021 MAY VARY-REFER THE FINISH PANEL ALSO NEEDS TO BE CUT The plans shall be on site at the time of the P@�I � To DETAILS RAKE ANGLE NOTE: TO THE REQUIRED WIDTH FROM A FULL SHEET inspection.Failure to have permit and plans on ss�crrnt WHEN FIELD CUTTING OR MITERING CFR ROOF PANELS, NON- site may require re-inspection. 07/27 2020 BACK OF ABRASIVE CUTTING TOOLS SUCH AS NIBBLERS OR TIN-SNIPS SHALL ;sa W Any plan revisions shall be submitted and 8"t RAKE ANGLE BE USED. ABRASIVE CUTTING TOOLS SUCH AS MECHANICAL -5^>Psa o GRINDERS, SAWS, SHEARS, OR SCISSORS CAN DAMAGE THE approved PRIOR to installation or field changes. .;}' ^Sep=p 1' 5 3 4' 2y2" CUT DIM GALVALUME FINISH AND CREATE EXCESS METAL SHAVINGS THAT CAN Changes in Engineering Documents or Details r�=M gI,U—H L require a letter and stamped detail unless =^ _'.e �` o CORRODE THE PANELS, THE USE OF NON-APPROVED CUTTING q P es o _gsg FIELD cuT FROM " CUT DIM B DEVICES MAY VOID YOUR FACTORY WARRANTY. Mason County Permitting otherwise approved. tg €. =€ �N„ W FULL WIDTH PANEL ( ry CUT DIM C BR B clege'! O N O M1 p SPLICE PLATE & BOLT TABLE MEMBER TABLE Web De th Web Plate Outside Flange Inside Flange Mark atY Bot Int Tye Dia Length Width Thick Len th Mark Start nd Thick Len th W x Thk x Len th W x Thk x Length SP-1 4 4 0 A325 0.625 2.25 6" 1/2" 1'-9 1/8" RF1-21 12.0 12.0 0.135 138.5 -6--x 1 4" x 157.3 6 x 1 4 x 138.5 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 � €3 15.0/15.0 0.135 223.1 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 0.1351 118.6 5 x 1 4" x 135.9 . S •s .5 � a m � 24 Go' SS, Pearl G PVDF r 2'-3 11/16,, 12o EB-28 FBC32A(2) " FBC32A(1) _ l 0 FBC32A(1) FBC32A 2e $ 8 _ ) 5� � a Y3 EB-23 EB-24 � $ ga N t JAI g � RF1-22 32 N a. I In I N Q 00 I I m M ` (N LO+ I o M+ N i � Of I V I I 'r Z Of O Lu U nl C/) U iD I I O Z t I UJ r� Z O S U) U I- -� - Z Q 8" I I1'-0 1/2 26 -7 1'-0 1/2"L 8" Lu O w CLEAR + - = l- 2 U O W w 2 _1 N O W � O _ o APPROVED AS NOTED 1�_0! 30'-0" OUT-TO-OUT OF STEEL -0„ w 06 U z N O K D � 0 o D CV Reviewed for Code Compliance for those items A listed on the application for permit. C' 'Ct CHRrsl O Project shall comply with permit conditions as RIGID FRAME ELEVATION: FRAME LINE 2 3 4 5 6 G9MONOTES �� °g 11 noted on the permit. 1. v INDICATES FLANGE BRACING LOCATIONS. (1) = ONE SIDE-, (2) = TWO SIDES. u The plans shall be on site at the time of the 2. IF FLANGE BRACING IS REQUIRED ON BOTH SIDES OF AN EXPANDABLE RIGID FRAME, 52021 inspection.Failure t0 have permit and plans On THE OPPOSITE SIDE FLANGE BRACES WILL HAVE TO BE INSTALLED AT THE TIME OF ys�3IS1y� { FUTURE EXPANSION. THESE FLANGE BRACES HAVE BEEN PROVIDED, AS REQUIRED, OPAL site may require re-inspection. FOR THIS FUTURE CONDITION. - 07/27 2020 Any plan revisions shall be submitted and Mason County Permitting3. RIGID FRAMES SHALL HAVE 50% OF THEIR BOLTS INSTALLED AND TIGHTENED ON BOTH E 116 SIDES OF THE WEB ADJACENT TO EACH FLANGE BEFORE THE HOISTING EQUIPMENT IS -$ _ approved PRIOR to installation or field changes. Changes in Engineering Documents or Details RELEASED. essg� aKs -2 9.1=" s�oks 00 require a letter and stamped detail unless 4. INTERIOR COLUMN METAL TAG IS ORIENTED TOWARD THE LOW SAVE OF THE BUILDING. '�i�y4��Yg O otherwise approved. Ulu r» $t .a. �"" W O N � N � o FRAME ATRIM LINE C OID PART LENGTH DETAIL c�. N 1 BSB01 122.000 TRIM-301 2 OCA01 242.000 TRIM-7 o $A o 3 MFB01 121.000 TRIM-7 4 CCA121 121.000 TRIM-19 5 JTA087 87.000 TRIM-99 = =E 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 s 160'-0"OUT-TO-OUT OF STEEL MEMBER TABLE 2 3 4 5 6 7 8 FRAME LINE C m ,� MARK PART LENGTH r 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 08EO60 228.000 E-23 08EO60 228.000 04 n E-24 08E060 228.000 E-21 E-22 E-23 E-24 E-22 E-23 E-24 E-21 w E-32 08EO60 12.000cq �= g ____ ____ ____ _ Eave_Extension G-27 08CO60 239.000 �a $a#o -------- ----------- ------------ ------- T ----------- u G-28 08C060 239.000 N 5' 0 4'-6" i ---- G-28--- 2 G-29 GAT G-29 G-29 G-29 G-29 z G-29 G$ G-28 I _29 $ m 238.500 4'-0" I G-27 G-29 A q3 A A A A A I CB-23 RD0860 280.000 LMAR02 G-29 G-29 G-29 G-29 G-29 G-2 ILL.4 CONNECTION PLATES h- H3 -6' ----------- ---------- - - ---------- ----------- ----------- 0 i ---------- ----------- - ---------- FRAME LINE C o ? I = I I = = I F-I ❑ID MARK PART �`� EC-23 RF1-23 RFl-23 RF1-23 RF1-23 RF1-23 RF1-23 RFl-23 EC-24 1 GCCO3 U $ "gOd! J.§47. ,_0., 7,_0„ ,_ 7,_0„ 7,_0„ 7,_0„ 7,_D„ 7,_0„ 7._0„ ,_ 7'_0" _ s SIDEWALL FRAMING: FRAME LINE C T o (Gutter with 4 downspouts) REF Trim_22 Lu U U 0 0 0 0 0 0 0 0 0 0 0 Z 0 0 0 0 0 0 0 0 0 0 0 �n 6 Eave Extens'on rn in Ln U3 in � 3 J 0 O o 0 0 - b o o 0 - -- 0 0 0 0 0 - o o "o 0 o o - 0 0 0 0 o - - b o b 0 o 0 0 0 o 0 0 - o 0 0 o o - - 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 0 = F 2 ri Vi B n V) r�i ® n n n n B n n n n g. n n n n © vi r7 vi vi B ri ri Ki r� B ri ri m ri Q vi 2 U) Q sh J C) 0 0 0 o r 0 0 0 0 o o o W Z Q SIDEWALL FRAMING PLAN = ��, Q o O CD APPROVED AS NOTED GENERAL NOTES w 2 LIJ w 0 _J O LL] ?, �O S wO �i Reviewed for Code Compliance for those items 1. SfO. ROD/CABLE SIZES PER PART PREFIX ARE: w co o� _ = o N SIDEWALL SHEETING & TRIM: FRAME LINE C listed on the application for permit. ROD CABLE o . 060 o N o RD05- - 5/8" ROD CA02- - 1/4" CABLE a R Q N Q a PANELS: 28 Ga. CW - Charcoal PVDF Project shall comply with permit conditions as Roo7- = 7%a" ROD CCAAOOa- = 1/2" CAABBLLLE cH noted on the permit. RDOB- = 1" ROD ��o� R'sr� 0 4 6 RD09- = 1 1/8" ROD yy� © The plans shall be on site at the time of the RD10- = 1 1/4" ROD u y inspection.Failure to have permit and plans on site may require re-inspection. 2. Roo/CABLE BRACING THAT OCCURS IN FLUSH OR s2o21 INSET GIRT CONDITIONS WILL REQUIRE FIELD SLOTTING Any plan revisions shall be submitted and OF GIRT WEBS TO ALLOW FOR BRACING. approved PRIOR t0 installation or field changes. 3. FRAMED OPENINGS WHICH ARE FIELD LOCATED WILL 07/27 2020 Changes in Engineering Documents or Details REQUIRE FIELD CUTTING OF GIRTS AND SHEETING. _5 W require a letter and stamped detail unless 4. THIS DRAWING IS NOT TO SCALE. ggLSo-o�3 v=i otherwise approved. o� � �.z "g-o asba 00 0 Mason County Permitting .€52 u7 -�� b�€ � L210 �HM W O N O N n n0 TRIM TABLE FRAME LINE A OID PART LENGTH DETAIL 1 BSB01 122.000 TRIM-301 2 BS801 Use Drop TRIM-301 3 OCA01 242.000 TRIM-7 4 MFB01 121.000 TRIM-7 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 1'- 9 160'-0"OUT-TO-OUT OF STEEL 1 _p MEMBER TABLE 9 FRAME LINE A w 8 7 6 5 4 3 2 [DH-21 ARK PART LENGTH e a J-23 J08CO60 153.500 m 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" J08C060 192.000 0 E-25 08Z060 216.000 E-26 08Z060 228.000 E-33 08Z060 12.000 i M M * S8Z84 FIELD CUT w E-25 E-26 E-26 E-26 E-26 E-26 E-26 E-25 w G-31 08Z060 233.250 ar N ---- ** _32 08Z054 42.000 RE$ 7 --- - ---- --- - ---- --- - ---- --- - 5'-3 1 2 I 3 ---- -- - ---- -- - G-34 08Z060 233.250 A ^"s: o p DH-21 ,.� ,� DH-21 r7 M DH-21; ,� DH-21 ,n M DH-21: DH-2' r� DH-21 r� r) DH-21; r7 p CONNECTION PLATES a _I 4'-O" K3 K2 O N N O N N O N N O N N O N N O N N O N N O N I �'� I I I I I 1 1 I I I I I I I I I 1 I I 1 1 1 FRAME LINE A i-16 ;�DJ-23 00 Es o o Co o a °0 0 0 0° o 0 00 0 l ❑ID MARK PART 23C IJEI J --C I J ------ --E I ------ ---C I J---- E I C I J �AR02 1 GCC03E d 2 GFI01 EC-26 RF1-21 RF1-21 RF1-21 RF1-21 RF1-21 RF1-21 RF1-21 EC-21 V = e� 3 Jol LI 1. Io 0 02 L 0 ' " NN ' " 00 ' " 0 ' " 00 ' " cq v N SIDEWALL FRAMING: FRAME LINE A z 0 Q Q Q Q Q Q Q Q Q w _ _ I I _ _ I I I z - o o(ca ou3 0 - - o 0 0 0 - - o o� �0 0� o - - o �o o to si o o - - 0 L21 1I., 1I., 0 00 O0 O o o - t 0 �,- -1q- O z 4 0 ao 0o Cd Cd Co 0 o 00 0o Cd ao ` 0 Co 0o co 0o ao 0 0 0o Co ao ao 00 0 0 0o ao 00 00 ° 0 06ou 0 0 00 ov Co 00 00 0 O Co Co ` 4 J OO CO (O t0 (D c0 (O (0 (D (0 (D (0 (0 (0 (D (D (0 t0 CO (O (0 � (0 (D t0 (D Co (0 (0 (D CO (�0 6 8 7 6 6 8 7 6 CC) 6 8 7 L6 8 7 u7 tr) 8 7 (n 8 7 g E: r= Q w 6 (0 6 6 (0(O 6 6 (0 6 6 W J U.- _ 5 5 5 5 5 5 5 5 5 ------ 5 5 - 5 T 5 �5 f 5 --- 5 O w Z CO --------- ------- --------- — --- SIDEWALL FRAMING PLAN 0 WwW� � 0 0 CD 1 2 N APPROVED AS NOTED GENERAL NOTES W � �p = oo O 1. STD. ROD/CABLE SIZES PER PART PREFIX ARE: �(•9 W - = r Reviewed for Code Compliance for those items ROD • � W ❑ o o 05 _ = o N SIDEWALL SHEETING & TRIM: FRAME LINE A listed on the application for permit. RD05- - 5/8" ROD CA02- - 1/4' CABLE a " o Z) N PANELS' 26 Ga. CW - Charcoal PVDF RD06- - 3/4" ROD CA03- - 3/8" CABLE Project shall comply with permit conditions as RD07- = 7/8" ROD CA04- = 1/2" CABLE art "Rrs RDO8- - 1" ROD U noted on the permit. p4 r� RD09- = 1 1/8" ROD RD10- = 1 1/4" ROD t$� 1 sy The plans shall be on site at the time of the y x inspection.Failure to have permit and plans on 2. ROD/CABLE BRACING THAT OCCURS IN FLUSH OR site may require re-inspection. INSET GIRT CONDmoNS WILL REQUIRE FIELD SLOTTING . S2021 OF GIRT WEBS TO ALLOW FOR BRACING. ssj Any plan revisions shall be submitted and 3. FRAMED OPENINGS WHICH ARE FIELD LOCATED WILL approved PRIOR to installation or field changes. REQUIRE FIELD CUTTING OF GIRTS AND SHEETING. 07/27 2020 Changes in Engineering Documents or Details i W require a letter and stamped detail unless 4. THIS DRAWING IS NOT TO SCALE. q P € oa�`e=� otherwise approved. �=e�gjgarurg 00 Mason County Permitting ya =„rye= W F02 Env�i`64 2. � N � N n O BOLT TABLE 8 FRAME LINE 1 LOCATION QUAN -TYPE DIA LENGTH Columns Raf 1 4 A325 1 2 2 1 A 30'-0"OUT-TO-OUT OF STEEL C '-0" TRIM TABLE zi 8 FRAME LINE 1 B OID PART LENGTH DETAIL 1 BSB01 122.000 TRIM-301 15'-0" 15'-0" 2 OCA01 242.000 TRIM-7 3 MFB01 121.000 TRIM-7 3/4"�, 4 RTA02 242.000 TRIM-849 12 5 RET03 121.000 TRIM-849 8 s EB-27 6 RRA01 121.000 TRIM-849 w I — — — — A7 ER-21 7 SCT121 121.000 TRIM-849 tL 83 -I EB22 8 RRA01 121.000 TRIM-849 m Is 9 CCA121 121.000 TRIM-19 10 JTA087 87.000 TRIM-98 11 CCE040 40.000 TRIM_19 I C" �� I `j 12 HTA044 44.000 TRIM 98 C"! G�' MEMBER TABLE $' n G-22 G-24 J _ FRAME LINE 1[Dr �m o 1 MARK PART ILENGTH I o 1 N EB-22 W8x10 33.500 1 K3 EB-27 W8x10 33.250 M $ v A 1 G-21 N N G-23 G-24 �� EC-21 W8x10 149.688 VAX EC-22 W8x10 139.438 EC-23 W8x10 129.188 a tat;5 s I Q3 1 ER-21 W8x10 359.688 wv Es DJ-21 J08C060 90'000 = — — - — — — — — — — I G-21 08Z054 58.500 a g-�: 3 EC-21 EC-22 EC-23 G-22 OBZ054 186.500 3 $ G-23 08Z054 82.000 L , S 5'-10" -1_3'-4'I' 5�-1 CB-21 D05- 09 0" G-24 RD05- 209.000 .000 CB-22 RD05- 215.000 GIRT 1'-3i FLANGE BRACE TABLE LAPS 1—3 FRAME LINE 1 ENDWALL FRAMING: FRAME LINE 1 # D ID SIDES MARK CLIP 1 FBC30 � Iv CONNECTION PLATES z FRAME LINE 1 0 3/4""L>, ❑ID MARK PART w 4 $ s 12 1 GCCO3 = 7 8 cn U Z - - - - - U) z w O G Li - C) X 1 LU 1 t\ O O O O p p 3 O LLJ O 2 LO LO APPROVED AS NOTED MING PLAN1� 2 L w � N o ENDWALL FRA O Q o 1�s s T Reviewed for Code Compliance for those items <W U = W o O listed on the application for permit. GENERAL NOTES W 0 0 0 = Z C) N 1. STD. ROD/CABLE SIZES PER PART PREFIX ARE: a U C..) N O Project shall comply with permit conditions as ROD CABLE (V noted on the permit. Roos— — 5/8" ROD CA02— = 1/4' CABLE 2 RD06— = 3/4' ROD CA03— = 3/8" CABLE +-- CFIRJsl O The plans shall be on site at the time of the RD07— = 7/8' ROD CA04— = 1/2' CABLE a p411s� V inspection.Failure to have permit and plans on RDo8— = i' ROD site may require re-inspection. Roos— = 1 1/8' ROD u " RD10— = 1 1/4' ROD An Ian revisions shall be submitted and y 52021 EN DWALL SHEETING & TRIM• FRAME LINE 1 y p 2. ROD/CABLE BRACING THAT OCCURS IN FLUSH OR �(3 approved PRIOR to installation or field changes. INSET GIRT CONDITIONS WILL REQUIRE FIELD SLOTTING ssjy PANELS: 26 Go. CW — Charcoal PVDF Changes in Engineering Documents or Details OF GIRT WEBS TO ALLOW FOR BRACING. 07/27 2020 require a letter and stamped detail unless 3. FRAMED OPENINGS WHICH ARE FIELD LOCATED WILL c w otherwise approved. m = REQUIRE FIELD CUTTING OF GIRTS AND SHEETING. $'e f S,00 - � 1 PH� 8 00 4. HIS DRAWING IS NOT TO SCALE. rEa $§ �.6n 4, Se"B �HmEA c O Mason County Permitting LU O N O N O BOLT TABLE FRAME LINE 9 LOCATION I QUAN TYPE DIA LENGTH Columns Raf 1 4 A325 1 2 2 1'- C 30'-0" OUT-TO-OUT OF STEEL A '-0" TRIM TABLE 6 8 FRAME LINE 9 B 15'-0" OID PART LENGTH DETAIL 15'-0" 1 BSB01 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 A7 EB-27 5 RET03 121.000 TRIM-849 -21 I 6 RRA01 121.000 TRIM_849 3 w EB-22 I ER 7 SCT121 121.000 TRIM-849 _ 8 RRA01 121.000 TRIM-849 m 9 CCA121 121.000 TRIM-1 — I o = 10 JTA087 87.000 TRIM-98 11 CCE040 40.000 TRIM_19 C14 12 HTA044 1 44.000 TRIM 98 e\2r G-22 G� G-24 Le ' Co MEMBER TABLE o FRAME LINE 9 e $� 0 0 �© o I MARK PART LENGTH N I I I to EB-22 W8x10 33.500 z"a �nss EB-27 W8x10 33.250e G-22 G-25 N N G- 6 EC-24 W8x10 129.188LL 4 �0 EC-25 W8x10 139.438 �e Q3 l EC-26 W8x10 149.688 S ER-21 W8x10 359.688 Q 1w7 DJ-21 J08C060 90.000 I -22 I J E I G EC-24 EC-25 EC-26 G-24 08Z054 186.500 3 .1 $ $ G-25 08Z054 82.000 ' 13'-4"1. 5'-10" G-26 08Z054 58.5005-10" � CB-21 RD05- 209.000 CB-22 I RD05- 215.000 GIRT 1'-3' LAPS —I t-a' FLANGE BRACE TABLE FRAME LINE 9 ENDWALL FRAMING: FRAME LINE 9 # V ID SIDES MARK CLIP n n n 1 1 IFBC30 � Y Y Y CONNECTION PLATES z FRAME LINE 9 O 3/4" 4 5 s OO ❑I� M -R-K PART U) U r J O O J Lq c N I_ _ w L o � U N CV Q O r 1 1 �° a Q O W z Q 3 0 0 O o 4 2 = W � � � 2 ~ � U Q O Ln LO LO 9 9 APPROVED AS NOTED ENDWALL FRAMING PLAN W w � o = o Reviewed for Code Compliance for those Items GENERAL NOTES O m U W . = T listed on the application for permit. W❑ o o = Z o CV 1. STD. ROD/CABLE SIZES PER PART PREFIX ARE: a u Q U mo N Project shall comply with permit conditions as RD05- = 5/8" ROD CA02- - 1/4' CABLE O noted on the permit. Roos- = 3/4" ROD CA03- = 3/8' CABLE �e csrl9 U RD07- = 7/8' ROD CA04- = 1/2" CABLE > 1 The plans shall be on site at the time of the R008- = 1" ROD inspection.Failure to have permit and plans on RD09- = 1 1/8 ROD y site may require re-inspection. RD10- = 1 1/4" ROD ENDWALL SHEETING & TRIM: FRAME LINE 9 2. ROD CABLE BRACING THAT OCCURS IN FLUSH OR °A 52021 PANELS: 213 Ga. CW Charcoal PVDF approved PRIOR to installation or field changes. Any plan revisions shall submitted and INSET GIRT CONDITIONS WILL REQUIRE FIELD SLOTTING ssr - OF GIRT wEes To ALLOW FOR BRACING. Changes in Engineering Documents or Details 07/27 2020 require a letter and stamped detail unless 3. FRAMED OPENINGS WHICH ARE FIELD LOCATED WILL 5 w otherwise approved. REQUIRE FIELD CUTTING OF GIRTS AND SHEETING. �5=gig g`s'g���S$`�e 4. THIS DRAWING IS NOT TO SCALE. o "cm a a; L e co 4- Mason County Permitting CO 4 , 2"0 X 2" BOLTS ,_4• re COLUMN Mason County Permitting o RAKE ANGLE (L.L.V.) ( ) / MK. MAR01RAFTER') co�uini o ., 6 BOLTS C SINGLE CEE � FASTENER MK. H1020 BOLTS H0603 4' 2' 0 8"/12"GIRr n B H0300 4" 3" 0 To"GIRT It, AT EACH SUPPORT PURLIN a• : �:`'�r CUP 1 1/2' m`� OF 4" s L*A RAFTECLIP SHOP WELDEDCLIP REVS) 1 0 t3 rs 00 00 "' ooTO JAMB MK. EWA0INGLE eAT SINGLE 1 1/2" o N CEE RAFTER 3 3 N CLEAR OPENING 2 ERECTOR NOTE: T M w 1CLIP IS SHOP WELDED ENDWALL COLUMN STEEL LINE S IN PLACE. 4q j II m a RAFTER f 1/2"l l E/W GIRT SHOP WELDED DOOR JAMB 4 ---FFFff--- GIRT CUP 2 3 4'or CHANNEL a c o GRH ANG F1EU)1 3 5 8 FLANGE W a SECTION A cur > H10 0 LENGTH) WELDED CLIP ® ENDWALL RAFTER EW COLUMN TO RAFTER CONNECTION BYPASS ENDWALL GIRT AT CORNER JAMB TO FINISHED FLOOR o USE (4) 1/2" x 1 1/4" A307 (CONTINUOUS RAFTER) o USE(8) 1/2'x 1 1/4"A307 o BOLTS H0500/NUTS H0400 A7 B3 BOLTS H0500/NUTS H0400 D 1 2 "ATTACHMENT TO sue Rr OTHERS" E9 a o REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS g REFERENCE FREEGrOR NOTE FOR TYPICAL WASHER REQUIREMENTS 9 m REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREIAENiS ERECTOR NOTE: PART MTRL SIZE MTRL THICK. lota AT EACH LAPPED GIRT CONNECTION, (1) 1/2" X 1 1/4 THIN PURLIN LAP PURLIN LAP HEAD BOLT H0515/NUT H0400 MUST BE USED TO ATTACH THE060 ` 8 m8 FIRST GIRT TO THE GIRT CLIP. THE BOLT/NUT ASSEMBLY MUST 1 0 .060 MIN. SEE PLAN SEE PLAN BE WRENCH TIGHT PRIOR TO THE LAPPED GIRT BEING INSTALLED. mu 9 "r7 COLUMN 5 i §a � REFERENCE THE STANDARD "LAPPED GIRT DETAIL" FOR MORE u � § �n ® ® ® ® INFORMATION. COLUMN CLIP VARIES , W� �W SHOP R €` 0 C Q Q WELDED CLIP GIRT SHOP PURLIN SHOP WELDED WELDED CLIP GIRT O O • CLIP L • O O O O ® ® ® ® L:—TO 84 GIRT (NFJORAFTER 3 4" (E OF FIRST SET OF HOLES 13/4" O GIRT LAP GIRT LAP LENGTH OF FIELD CUT GIRT SEE ELEVATION SEE ELEVATION LU co U PURLIN TO INTERIOR FRAME RAFTER GIRT TO COLUMN SIMPLE SPAN GIRT TO COLUMN UNPUNCHED SHORT GIRT DETAIL o z o USE(8) 1/2'x 1 1/4'A307 o USE(7) 1/2"x 1 1/4"A307 USE(4) 1/2'x 1 1/4'A307 ct� U) oBOLTS HO500/NUTS H0400 n N BOLTS HOSM/NUTS H0400 BOLTS HOSOO/NUTS H0400 FIELD CUT TO LENGTH AND FASTEN -� Z REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS GL o REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS H2 REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS H4 K2 -J O F kAE JAMB HOLDBACK U WITH (3) H1020 AT EACH END x SHAPE DIMENSION CL J U N C 3" PRE—DRILL HOLES ®NESTED ZEE GIRTS PRE—DRILL HOLES ® NESTED ZEE GIRTS _ Q S 4 4 & DOUBLE CEE GIRTS IF REQUIRED. & DOUBLE CEE GIRTS IF REQUIRED. CLIP SHOP WELDED O LU Z C 3xTO HEADER/SILL = _ OS 4 e CLIP GIRT (6) TEK 3 d 10 Q s 4e SHOP WELDED (6) TEK 3 SCREWS H1020 W w J p O TO JAMB W a O Q O HOLDBACK SCREWS H1020 � Z , DIMENSION JAMB C w U w ffi = r WCUPp ooD' zp N SHOP WELDED CEE GIRT a T p U o N CLEAR OPENING 1' ANT CHRIS O DOOR JAMB ® o� r, r1 U r ® SHOP 52021 DOOR JAMB WELDED CLIP �SSwIDuaAr GIRT HEADER/SILL 07127 2020 FRAMED OPENING M -i „da W f�.zag e''s�A8�F3 p �— GIRT TO JAMB DOOR JAMB TO GIRT DOOR JAMB TO GIRT HEADERISILL TO JAMB R:-MR12g2,9 USE(2) 1/2"x 1 1/4'A307 O BOLTS H0500/NUTS H0400 ^ nN 49 € NY" r REFERENCE ERECTOR NOTE FOR 71PI(Al.WASHER REQUIREMENTS K3 L8 oo L9 USE(2) 1/2'x 1 1/4'A307 BOLTS H05DO/NUTS H0400 3 v g-e3., g a�rEs c� 9 REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS M3 �a K �em3 E Sh gaM c OD NG DIAMETER NUMBER WASHERS WASHERS NUTS 25 NUTS UN ( SAC 5/8' 0 RD05 _ (2) H0930 (2) H0210 (2) H0310 H0810 b nO'1' 3/4. 0 RD06 _ (2) H0930 (2) H0220 (2) H0320 H0820 m 7/8. 0 RD07 _ (2) H0930 (2) H0230 (2) H0325 H0830 JAMB GIRT 1. 0 RD08 — (2) H096D (2) H0240 (2) H0330 H0840 H1020 FASTENER 1 1/8' 0 RD09 _ (2) H0960 (2) H0250 (2) H0450 H0850 m (12- O.C.) 1 1/4' 0 RD10 —1(2) H0960 (2) H0260 (2) H0340 HO860 PURUN 6 $ Cn GIRT SEE PLANS AND ELEVATIONS FOR BRACING MARK NUMBERS LINE HEADER WRAP MK. HW_ ROD ASSEMBLY MK. RD_ � 3 4•_6• COLUMN OR HILLSIDE WASHER, FRAME `� JAMB RAFTER FLAT NUATHER, COUPLING NUT SHOP WELDED CUP--- COUPLING H1o2o FASTENER (QUANTITY VARIES) 3 m (12' FASTENER SECTION 3 GVE srRllr � g N a HEADER WRAP DETAIL ROD BRACE DETAIL 16 (WEB TO WEB) Pm �� 1 1/4• 1 1/4• a EXTENSION BEAM 35 l� g"c .fi Lis MARO1 1/4' 3/4• PURUN CUP EAVE EMENSlON MK.EEC01 3/4• 3/4- / 4 1/4• TIP 3/- 3/4• CEE CHANNEL JVBLDG.L ALL RAFTER Q . g FRAME EXTENSION CEE CHANNEL z SEE PLAN FOR MK Y33 0 OP WELDED P SI DEWALL W Y38 EAVE STRUT � Z BLDG. EAVE EXTENSION DETAIL n/ �, NOT- USE 1/2•X 2-A325 BOLTS H0603/NUTS H03W (U.N.O. ) �` J Z w O F EN DWA - Q Y35 ° ; C) 1 1/4' 1 7/4' ~ W Z Q CUP e• s• APPROVED AS NOTED W MK.E1:C01 Cn 40 O Reviewed for Code Compliance for those items W w -T N O listed on the application for permit. /W� o 0 = W o 5 CID W = T Project shall comply with permit conditions as W CD o.6 U Z N O 3/4 noted on the permit. a q R p :D N C 4' 1 1/4• 4V 4V The plans shall be on site at the time of the O 2 3/4• EAVE EXTENSION 1. 4- U inspection.Failure to have permit and plans on � og""�Sl�s site may require re-inspection. 1/4• 3/4• 1 1/2• 1 1/2• u y � CEE CHANNEL. Any plan revisions shall be submitted and approved PRIOR to installation or field changes. ,pp,,,52021 RAKE EXTENSION SEE PLAN SEE PLAN rL FRAME Changes in Engineering Documents or Details require a letter and stamped detail unless BLDG otherwise approved. 07/27 2020 S I D EWALL p 5 _I! W E B�FIzy.�58c V2 V e3�Aia E O EAVE & RAKE EXTENSION DETAIL Y4 Mason County Permitting 9.0til s $A��s�,W�s�o 0 NOTE.USE 1/2-X 2•A325 BOLTS H0603/NUTS H0300 (U.N.O.) :T'a o��a s q ** EXTEND MAROt TO E)CT. STEEL LINE ��3..�Lg�•e E^-5 i�V.S a 0Ke.'Xeo N �n O n, EAVE STRUT N PAVE STRUT SHOP WELDED D'-1o• o HOT UL ROLLED HIGH EAVE STRUT CLIP P WELDEDEXTENSION BEAM CUP EXTENSION BEAM BUILT LIP OR HOT ROLLED HOT ROLLED DOUBLE CEE EXTENSION BEAM m SEE PLAN FOR MK/ SEE PLAN FOR MKI BEAM uN SEE PLAN FOR MKI �- H11020 W/(2) u H1M 00220 W/(2) WELDED ;s CLIP i i,.. m �S O O CEE i 0 0 O O c REF BOLT SCHEDULE ON 1 1 C CEE CEE ROOF FRAMING PLAN REF BOLT SCHEDULE ON FOR BOLT a NUT MK/ z SHOP SHOP EAVE STRUT 0 5 B' X 2 1 4' MAIN FRAME COLUMN WELDED CLIP A325 BOLTS HD010 Z ROOF FRAMING PLAN AND QUANTITY (IF REO.0) WELDED FOR BOLT IT NUT MKS P&S RAFTER CUP B' AND QUANTITY 1 1/4' 1 1/4' A325 NUTS H0310 .Q 10' VARIES 12' VARIES 1'-4" 6• B" m SEE PLAN SEE PLAN o .mac v O.1 EXT. O BLDG. O EAVE EXr. SINGLE OR DOUBLE FRAME OR ENDWALL RAFTER O EAVE EXT. t O BLDG. d` &-' £O�� CEE ENDWALL COLUMN O MAN FRAME COLUMN LOW EAVE EXTENSION DETAIL-0 LOW EAVE EXTENSION DETAIL Y33 SAVE STRUT AT EAVE EXTENSION DETAILnY35Z HIGH EAVE EXTENSION DETAIL Y3 $- BYPASS GIRTS AT INTERMEDIATE F77AIAE5 POST AND BEAM ENDWALL Q GIRT A7 INTERMEDIATE FRAMES W/GUSSET(BYPASS CONDITION 14N FOR HAUNCH DEPTHS> V-3• NOTE USE(4) 1/2-X 2-A325 BOLTS H0603/NUTS H0300 NOTE USE 1/2"X 2'A325 BOLTS H0603/NUTS H0300 U.N.O. bi $1 o NOTE: USE 1/2'X 2•A325 BOLTS H0603/NUTS H030D U.N.O. NOTE USE 1/2'x 2'A3z5 BOLTS H0603/NUTS HO300 U.N.O. REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REOUIRD1ENi5 SEE GIRT DETAIL FOR BOLT REQUIREMENT O GIRT TYPICAL FLANGE BRACE MARK NUMBERS ERECTOR NOTE: UNLESS SPECIFICALLY NOTED OTHERWISE, STANDARD ZEE GIRT ORIENTATION IS TO HAVE THE GIRT TOED �• 1/2' Aso? BOLTS ACTUAL FLANGE BRACES DO NOT HAVE MARK NUMBERS ON THEM MK. H0500 DOWN AT THE STEEL LINE AS SHOWN IN THE DETAIL BELOW. D'r;L, -1D. (NO WASHERS REQUIRED)--. EQUIRED �7 HIGH EAVE STRUT FBC-- UNLESS SPECIFICALLY NOTED OTHERWISE, STANDARD CEE GIRT OUTSIDE FLANGE DZENSION BEAM -J INDICATES LENGTH OF FLANGE BRACE IN INCHES ORIENTATION IS TO HAVE THE GIRT TOED UP AS SHOWN IN THE V gs SEE PLAN FOR MKS DETAIL BELOW. STANDARD CLIP ATTACHMENT IS BELOW THELENGTH , WELDED GIRT, HOWEVER SOME DETAILS REQUIRE THAT THE CLIP BE GIRT LAP BOLTS NOT . $ CUP SHOWN FOR CLARITY. a €' e 5/8-0 X 2 1 4• ABOVE THE GIRT. (REFER TO THE GIRT DETAILS ON THE E • 8 REFERENCE THE STD. SECOND LAPPED A325 BOLTS HD610 ERECTION DRAWINGS FOR REQUIREMENTS) BOTH CLIP LAPPED GIRT' DETAIL A325 NUTS H0310 ATTACHMENTS ARE SHOWN IN THE DETAIL BELOW. FOR THOSE GIRT FB D-- REQUIREMENTS. CEE fl BOLTED OR L� COLUMN I OPTIONAL CLIP THIN HEAD 1/2" BOLT WELDED GIRT INDICATES LENGTH OF FLANGE BRACE IN INCHES LENGTH ZEE CONNECTION (NO WASHERK. *REQUIRED) CLIP GIRT COLUMN- RAFTER LO GCEE IRT W FIRST LAPPED GIRT Q STANDARD CLIP 1 4• GIRT � CONNECTION STD. 1/2' A307 z COLUMN TYPE. FB E-- COUNTER LENGTH CLIP J " NUTS MK. H0400 O VARIES Ii W'ON,AND 01 35 7 8" w W GIRT J oRlExrnnON VARY COUNTER - SEE CHART 02 37 1 8" w ``' CLIP ri o EAvE Exr. o BLOG. SEE PLANS ( ) 03 49 1 2" W O 04 50 1 4" ZEE GIRT ORIENTATION CEE GIRT ORIENTATION In c U " HIGH EAVE EXTENSION DETAIL LENGTH LAPPED GIRT DETAIL - z STANDARD GIRT ORIENTATION DETAIL U LAPPED GIRLS O INTERIOR BAY COLUMNS o — Z POST AND BEAM ENDWALL Y38 0 o U 44 THE THIN HEAD 1/2" A307 BOLT MUST BE INSTALLED INTO THE R' 0 NOTE: BYPASS GIRT CONDITION IS SHOWN FOR REFERENCE FIRST GIRT AND CUP OF A LAPPED CONDITION. THE BOLT/NUT —I Z NOTE USE 1/2'X 2'A325 BOLTS H0603/NUTS H0300 U.N.O. o cv cg ASSEMBLY MUST BE WRENCH TIGHT PRIOR TO THE SECOND LAPPED =I O SEE GIRT DETAIL FOR BOLT REQUIREMENT O GIRT < o ONLY. YOUR PROJECT MAY HAVE FLUSH OR INSET GIRTS. x 2'-4 1 2" OR 3'-6" PURLIN FLANGE BRACE OPPOSITE SIDE FLU REQUIRED WHERE INDICATED ~ W Z Q ON ERECTION DWGS. AS "NS & FS" APPROVED AS NOTED O= W � 00 ~ � u_S Q o NO TE: Reviewed for Code Compliance for those items w W N 00 1 2 X 2" A325 BOLTS listed on the application for permit. W O = m , AQ'D FOR BOLTING U w H0603 BOLT FLANGE BRACES. Project shall comply with permit conditions as W 00 0 o co z z o N H0300 NUT noted on the permit. a �p U % N • H0200 WASHERS FLANGE BRACE H0603 BOLT MARK FB O RAFTER FLANGE BRACE W02HERSUT inspection.shall to have permit and plans on A. 04 c <, U MARK FB NOTE: site may require re-inspection. COLUMN "" :21/2 X 2" A325 H0603 BOLT Any plan revisions shall be submitted and BOLTS ARE REQ'D H0200 approved PRIOR to installation or field changes. 52021 NUT H0603 BOLT FOR BOLTING WASHERS Changes in Engineering Documents or Details 'Pstsrn� FLANGE BRACES. OMAL H0300 NUT require a letter and stamped detail unless H0200 WASHERS otherwise approved. 07/27 2020 FU FLANGE BRACE OPPOSITE SIDE 2'-4 1 2" WALL GIRT _ � d w REQUIRED WHERE INDICATED E$as€seB` 3 ON ERECTION DWGS. AS "NS & FS" (OR 3'-6") �g� CD TYP FLANGE BRACE ® BU COL & GIRT y g -g �� 135 2 r Mason Count Permitting ��� . =.��86�e �- TYP FLANGE BRACE @ PURLIN & RAFTER 1�€ ne1 $� ° o E -a cm NOTE: SEE PLANS AND ELEVATIONS FOR $ NOTE:SEE PLANS AND ELEVATIONS FOR - 2.1$ < FIANT;F RRA(F PART MARKS < FLANGE BRACE PART MARKS a'0 -Hgom. COLLATERAL DEAD LOADS, UNLESS OTHERWISE NOTED, ARE ASSUMED TO BE TYPICAL FIELD WELD UNIFORMLY DISTRIBUTED. WHEN SUSPENDED SPRINKLER SYSTEMS, UGHTING, HVAC EQUIPMENT, CEILINGS, ETC. ARE SUSPENDED FROM ROOF MEMBERS, REQUIREMENTS ERECTOR NOTE• CONSULT ENGINEER OF RECORD IF THESE CONCENTRATED LOADS EXCEED SOD PURUN n ti g POUNDS (USING THE WEB MOUNT DETAIL) OR 200 POUNDS (USING THE FLANGE (UNLESS NOTED OTHERWISE ON DRAWINGS) BRACE 'x' MOUNT DETAIL), OR IF INDIVIDUAL MEMBERS ARE LOADED SIGNIFICANTLY MORE NOTE:THE PURUN BRACING ATTACHMENT m THAN OTHERS. ALL FIELD WELDING MUST BE PERFORMED B PURUN Y AWS/CWB CERTIFIED WELDERSMETHOD IS THE SAME WHO ARE QUALIFIED FOR THE WELDING PROCESSES ACID POSITIONS INDICATED. REGARDLESS OF THE SECONDARY MEMBER ALL WORK MUST BE COMPLETED AND INSPECTED IN ACCORDANCE WITH THE TYPE (ZEE, CM EAVE PURUN STIFFENING UP PURUN FLANGE APPLICABLE AWS/CWB SPECIFICATIONS. SMUT, BEAM, ETC.) g P PURUN WEB WELD ELECTRODES USED FOR THE SMAW (OR STICK) WELD PROCESS MUST BE 70 KSI/483 MPa MATERIAL AND LOW HYDROGEN CONTENT. INSTALLATION INSTRUCTIONS 19 GENERAL RESTRICTION: 1) INSERT THE ANGLES -BACK—TO—BACK- INTO THE FACTORY PUNCHED SLOTS, BEND UNDER NO CIRCUMSTANCES CAN THE PURUN STIFFENING UP THE TABS AS SHOWN AND ATTACH WITH o BE FIELD MODIFIED FROM THE FACTORY SUPPLIED CONDITION. (1) H1020 FASTENER PER END. ALSO DO NOT HANG ANYTHING FROM PURUN STIFFENING UP. GALVANIZED STEEL FIELD WELDING 2) CONNECT THE PURUN BRACES AT THE RECOMMENDATIONS INTERSECTION WITH (1) H1020 FASTENER 3 o3i OPTIONS FOR SUPPORT ATTACHMENTS PREPARATION OF WELD AREA (1) H1020 m OPTION OPTION B AWS D-19.0, WELDING ZINC COATED STEEL, CALLS FOR WELDS TO BE FASTENER o ROOF STEEL LINE �200 LBS MAX �500 LBS MAXI MADE ON STEEL THAT IS FREE OF ZINC IN THE AREA TO BE WELDED. FOR F 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 OF ( ) BOTTOM FLANGE OF BRACKET. (NOT BY NOS) 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. PURUN BRACE'A" AN I 1/2"0 MAXIMUM BOLT METHOD; BURNING THE ZINC AWAY OR PUSHING BACK THE MOLTEN ZINC MK. (SET PLAN) S RS S T ? FROM THE WELD AREA ARE ALSO EFFECTIVE. PURUN 5 A (NOT BY MBS) (1) H1020 FASTENER 3 n 5 ANGLE SUPPORT TOUCH-UP OF WELD AREA (NOT BY MBS) WELDING ON GALVANIZED SURFACES DESTROYS THE ZINC COATING ON r 1" MAXIMUM FROM 1 1 1" MAXIMUM FROM AND AROUND THE WELD AREA. RESTORATION OF THE AREA WILL BE PERFORMED IN ACCORDANCE WITH ASTM A 780, STANDARD PRACTICE FOR PLAN VIEW OF PURLIN BRACING LOCATIONS PER BAY , � �•r" WEB TO CENTERLINE OF WEB TO CENTERLINE OF REPAIR OF DAMAGED AND UNCOATED AREAS OF HOT—DIP GALVANIZED SUPPORT SUPPORT 1)THERE ARE ALWAYS (2) ROWS OF PURUN BRACING REQUIRED REGARDLESS u COATINGS, WHICH SPECIFIES THE USE OF PAINTS CONTAINING ZINC DUST, OF THE BAY LENGTH. ZINC—BASED SOLDERS OR SPRAYED ZINC. ALL TOUCHUP AND REPAIR r $W u 2)THE PURUN BRACING IS ALWAYS SPACED AS SHOWN IN THE DETAIL BELOW. 3 ' E b METHODS ARE CAPABLE OF BUILDING A PROTECTIVE LAYER TO THE THICKNESS REQUIRED BY ASTM A 780. ' OPTION C: X. RAFTER 200 LBS MAX SAFETY & HEALTH IF PURUN FLANGE ±1. WHEN WELDING DIRECTLY ON GALVANIZED STEEL IS UNAVOIDABLE, OSHA SUPPORT CLAMPS 'X' - TOTAL PROJECTED PERMISSIBLE EXPOSURE LIMITS (PELS) MAY BE EXCEEDED AND EVERY ARE USED. DISTANCE FROM THE CENTERLINE OF THE PRECAUTION, INCLUDING HIGH—VELOCITY CIRCULATING FANS WITH FILTERS, PURLIN 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') CONTAIN ZINC, IRON, AND LEAD. FUME COMPOSITION TYPICALLY DEPENDS BRACE'X' PURUN LAP Q CLAMP 1" MAXIMUM NOTE: ON THE COMPOSITION OF THE MATERIALS USED, AS WELL AS THE HEAT (NOT BY NOS) THE CENTERUNE OF THE SUPPORT APPLIED BY THE PARTICULAR WELDING PROCESS. IN ANY EVENT, GOOD z MUST BE WITHIN 1" FROM VENTILATION MINIMIZES THE AMOUNT OF EXPOSURE TO FUMES. 0.38 x LENGTH 0.24 x LENGTH 0.38 x LENGTH 0 CENTERUNE OF THE PURLIN WEB. LENGTH JW 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 _ ri) U O INFORMATION ON THE PROTECTION OF PERSONNEL AND THE GENERAL $ PURUN BRACING ATTACHMENT <2:12 SLOPE z PURUN SUPPORT METHODS �� VENTILATION AND FIRE PREVENTION. Cn O SEE ROOF FRAMING PLAN(S) FOR PURUN BRACING DO COURTESY OF AMERICAN GALVANIZERS ASSOCIATION MARK NUMBERS, QUANTITIES. AND LOCATIONS J TYPICAL WASHER = REQUIREMENTS ERECTOR NOTE BOLT/NUT ASSEMBLY ° J v (UNLESS NOTED OTHERWISE ON DRAWINGS) REQUIRED AT LAPPED APPROVED AS NOTED ~ w Z Q ZEE MEMBERS. (NO LLL BOLT HEAD SLOT SLOT TO SLOT CONNECTIONS WASHERS REQUIRED) Reviewed for Code Compliance for those items j � o 0O WASHER WASHERS ARE REQUIRED ON listed on the application for permit. 2 LU W -1 N O BOTH SIDES OF MATERIAL IF w a LU OU _ o O WASHER SLOTS ARE USED ON BOTH . . w Project shall comply with permit conditions as Z o 6 W NUT SLOT SIDES (NOTE LAPPED ZEE SECTION A 1 P Y P G CD co M D� MEMBER EXCEPTION). noted on the permit. a—0 U o O • cV BOLT HEAD SLOT SLOT TO HOLE CONNECTIONS The plans shall be on site at the time of the � WASHER SONE WASHER LOTTED SIDE SQUIRED ON LAPPED SEE inspection.Failure to have permit and plans on ��p4 C��9sr�9 PURLINS OR site may require re inspection. , U NUT _ HOLE GIRTS Any plan revisions shall be submitted and U y :z LAPPED NESTED REGION approved PRIOR to installation or field changes. BOLT HEAD HOLE HOLE TO HOLE CONNECTIONS Changes in Engineering Documents or Details s2ozE NO WASHERS ARE REQUIRED require a letter and stamped detail unless otherwise a �5 N WHEN SLOTS ARE NOT USED. approved. 07/27 2020 NUT HOLE _a € W O WASHER PART NUMBERS saXa :< a?a Mason County PermittingoA � 3r� 0 0230 200 — 1/2;; FLAT WASHER H0240 — 1' FLAT WASHER NO WASHERS REQUIRED AT BOLTS USED IN s' 210 — 5/8 FLAT WASHER H0250 — 1 1/8" FLAT WASHER THE LAPPED REGIONS OF ZEE MEMBERS. 220 — 3/4" FIAT WASHER H0260 — 1 1/4 FLAT WASHERR� — 7/8" FLAT WASHER SECTION B' "ge3„�tg€'e 5 ' xod �5�S�k9�E'a �om'�E av�i gam w C w Mason County Permitting CE7R HAN E CER M PI NG IN !E3TRUC7- 1CD oN Ca N IMPORTANT NOTE: THE INSTRUCTIONS ON MANUAL CRIMPING TOOL OPERATION CFR SEAM TYPES NUCOR ROLL LOCK" SEAM THE PAGE ONLY ADDRESS THE USE OF THE operating GENERAL OPERATION Crimped Roof Panel Roof Panel mM HAND CRIMPING TOOLS. THE INSTRUCTIONS Handle at with The NBS CFR roof system has three seam type options. The Manual panel Clip FOR MECHANICAL SEAMING IF REQUIRED, Open Operating project design and performance requirements govern which seam Seaming = Position Roof Handle type is required. Different seam types may be required on specific Tool oc ARE OUTLINED IN THE CFR SEAMING Panel areas of the roof. In all cases, refer to the Roof Seaming Plan in MANUAL, WHICH IS INCLUDED WITH THE Seam erection drawings set to determine the required seam type and `� g MECHANICAL SEAMER KIT. locations. At�Eay.�,Panel CHpa rt E between pond aa• SPECIALIZED SEAMING AND HAND CRIMPING TOOLS The "Roll Lock" Seam requires the roof panels be crimped with on The finished seam of the CFR roof panels requires special seaming the hand crimping tool of the panel clips, the eave,.the high tools that are available only through NBS. "A" "B" aide of the roof panels, and the end laps. The Motorized Y 9 Seaming Machine is no required for this seam type. o CAUTION: The use of other seaming/crimping equipment will result 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 SEAMING TOOL SOURCESTEPS Horizontal STEP Roof Panel Roof Panel The seaming tools are provided by NBS in accordance with the Position Roof Panel Roof Panel terms and conditions of the NBS contract documents. Contact the /7�Panel Clip /J� Panel Clip NBS Quality Service Representive to arrange scheduling, delivery m and turn of the seaming tools OR to pure ase other roof accessory o tools(crimpers, modularity tools and clamps Operating t 9 IMPORTANT: It shall be the erectors responsibility to ap ly the Nucor Roll LockTm Handle FINISHED SE4M THE FULL LENGTH OF THE PANEL RUN (PER DESIGN) FINISHED SEAM THE FULL LENGTH OF THE PANEL RUN (PER DESIGN) d` Set tool e s be achieved b three different methods: hand crimping method to such i way as to ensure the the panels have been The Vie Lock 360 seam can hI y flush on to The Vise Lack seam can be achieved by two different methods: adequately secured until mechanical seaming can occur. P 1. Continually hand crimping the seam with the Vise Lock 360 Hand of seam Stationary 1. Continually hand crimping the seam with the Vise Lock Hand Crimper. Seam needs to be hand crimped or seamed into a Vise Handle Crimper. Lock Seam prior to using the Vise Lock 360 crimper. This crimper g 2. Mechanically seaming with a Vise Lock Seaming Machine. S CFR CRIMPINGfSEAMiNG Stationary is a buy—out tool and is used to hand crimp small edge and Handle Refer to the CFR SEAMING MANUAL for specific motorized seaming comer zones. N S RE(]UIREMENTS 2. Utilizing a two pass (separate seamers) seamer method. Meaning (g instructions. This manual is included in the Motorized Seamer Kit. g a THE DESIGN OF THIS STRUCTURE REQUIRES THAT the first pass seamer would be a Vise Lock Seamer and the THE FOLLOWING SEAMING METHOD BE UTILIZED' Operating second seamer would ti a Vise Lock 360 Seamer. P 9 3. Utilizing a Single directional Vise Lock 360 Seamer. Handle Refer to the CFR SEAMING MANUAL for specific motorized seaming LL 1� NUCOR ROLL LOCKTMSEAM (SEE Nate 1 AND 2 low) instructions. This manual is included in the Motorized Seamer Kit. S 8 2X! MODIFIED NUCOR ROLL LOCKTM sEut(SEE DErA1L ON FOUDWING SHEET) SECTION A SECTION B 3xl NUCOR VISE LOCK®sEAM(see NOTE 1, 2 AND 3 MOW) 4)C7 NUCOR VISE LOCK 3606sEA►1 (SEE Nate 2 AND 3 eaaw) NOMENCLATURE The detail above identifies the operational parts of the Roll 3 3 u Ile W NOTE 1: ADDITIONAL SEAMING MAY BE NECESSARY AS SPECIFIED Lock/Vise Lock Crimping Tool. This crimping tool is shown for the oPERAi1NG HANDLE = 1 I$I BY THE BUILDER. manually producing the Roll Lock Seam. (OPEN POSITION) OPERATING HANDLE 8 (OPEN POSITION) MULTIPLE SEAMING TYPES MAY BE REQUIRED. REVIEW THE TOOL ORIENTATION do 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 NOTE 3: NOT ALL ROOF SYSTEMS REQUIRE MECHANICAL SEAMING. When the tool is correctly positioned on the panel, push the PIVOT POINT PIVOT POINT THE BUYER, OWNER, OR ARCHITECT MAY ELECT TO SPECIFY A stationary blade solidly against the top of the seam. While MECHANICALLY SEAMED PANEL. OFTEN, FACTORY MUTUAL RATINGS holding the stationary handle in the horizontal position, rotate ALSO REQUIRE A VL360 MECHANICAL SEAMER. the operating handle down to the horizontal position. SEE THE CFR SEAMING MANUAL FOR IMPORTANT ERECTOR IN fig; The detail shows a short handled crimping tool, the tool Q ABOUT VISE LOCK 360 SEAMER REQUIREMENTS, PUSH ROD OPERATING you receive may be the stand—up type crimper, with either tool HANDLE PUSH ROD OPERATING HANDLE WHEN TO CRIMP/,S the orientation on the seam is the some. (CLOSED (CLOSED POSITION) Z As work progress's. It shall be the erectors responsibility to apply the Nucar Roll LocP POSITION hand crimping method in ouch a way ae to ensure that the panels have been MANUAL CRIMPING AT SAVE. ENDLAP. ) PUSH ROD adequately secured until mechanical seaming can occur. RIDGE AND AT EACH CLIP FRAME PUSH ROD LLl ~ Whenever possible, the installed roof panels should be mechanically seamed as work _i FRAME progrese's OR at the completion of each day's work If high winds or AT EAVE or AT CLIPS U) z rain/snow conditions are imminenet,the installed roof panels must be seamed RIDGE END of*12" Cii _ before such conditions occur. ROOF PANEL Crimping Tool _ Refer to the project erection drawing Roof Seaming Plan and/or Detail pages PIVOT POINT PIVOT POINT W � to determine what seaming option is required.The above detail conveys the Z MINIMUM seaming requirements based upon the design of the project. Additional i seaming may be necessary as spec�ed by the builder. NOTE: multiple seaming STATIONARY SHOE STATIO�Y SHOE STATIONARY SHOE STATIONARY SHOE O types may be required an a project, review the Roof Seaming Plan and details _ wcarefully. Eave o CRIMPING JAWOPEN CLOSED CRIMPING JAW OPEN CLOSED co QRid CHECK PANEL ASSEMBLY Endg ofPanel Clip O LLJ jRoof (Under Roof Q O Panel Panels) = CO AT END*,, n2 Tool � 1 1 0 2i _1 O Female Male Lip Female Male Lipg Crimping Tool STEP 1 UN—CRIMPED STEP 2 — CRIMPED STEP i ROLL LOCKED/ STEP 2 VISE LOCK 360 CRIMPED L1J W N Hook Hook OiSE�K CR(MPE(r— W O = o: O ��rr�� U w U V (O M l� = _ T Correct WrongMANUAL CRIMPING WiTH THE MANUAL CRIMPING WITH THE & o c� o j o False Seamed) STAND—UP VISE LOCK CRIMPER STAND—UP VISE LOCK 360 CRIMPER ty SIDE LAP FIT—UP Before seaming and/or crimping, inspect the full length of each a The Manual Crimping procedure for the stand—up Vise Lock 360 ��rZ CfiR�ST roof panel side lap. Check that the lip at the panel's male The Manual Crimping procedure for this stand—up Vise Lock crimper Og WAS �y O crimper is the same procedure as the small Vise Lack 360 hand a edge is enclosed b the hook of the adjacent panel's female V. nel RRo f Panel is the some procedure as the small Vise Lack hand crimper. This P P U 9 Y j P p En� Lop trim er could be used in conjunction with the stand—u crimper. This crimper is designed to be used in conjunction with edge, as shown in the detail above. Any conditions where the �p� Sloe P J P the stand—up Vise Lock crimper OR seamer. Continunall crimping v male lip is not positioned inside of the female hook must be e9id o anal en I . Vise Lock 360 crimper. Continunally crimping with this crimper will P P Y P g u corrected before attempting to seam crim the roof oasis. SiFP 11 Panel SEEP 22 result In a Vise Lock Seam. with this crimper will result in a Vise Lock 360 Seam. S'd�4N: False seaming may occur where the female lip does TOOL OPERATION not hook the roof panel's male edge. False seamed roof panels TOOL POSITION AT THE END OF THE ROOF PANEL When hand TOOL OPERATIONjG Step 1 After the area has been completely seamed or crimped '°�'s cannot provide their designed wind load and weather resistance. crimping at the save or ridge and of the roof panel, crimp panel STEP 1 With the handle in the upward position, place the VL to form the VISE LOCK SEAM, place the VISE LOCK 360 crimper CLIP ALIGNMENT a full 12" up from the save 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. 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. Imorooer 07/27 2020 clip is properly seated in the roof aide lap assembly. Any location, center the tool over the panel clip and crimp that area, placement of crimper on the panel may result in panel and/or Step 2 Push the handle down until it stops. Release handle and < " gay M displaced clips must be corrected before attempting to seam as shown in Detail above. crimper damage, move the crimper approximently 4", repeat step #1. gge�6€ ¢5 rx the roof panels. ,e 3 e s a TOOL POSITION AT AN END LAP When crimping at an end la .Se91jIjQy; Panel clips that are not properly aligned can cause a crimping must a one In two steps. P g P, STEP 2 Push down on the handle until it stops. Release and IMPORTANT: If the 360 tool does not form the VISE LOCK 360 sy�s.���ogs � faulty seaming/crimping and objectionable seam appearance. P g P seam correctly, then stop and check the seam to see if you ��a s, g" SEAM DAMAGE STEP 1 Center the and of the crimping tool over the end lap move the crimper approximently 4" and repeat step #1 (as needed). have a good cont(uous VISE LOCK SEAM. If not, then "9 oE$' O and seam that area. re—crimp/seam the area with the proper VISE LOCK tool. a �a��¢�� 5 m Before seaming, check that the male and female edges do not STEP 2 Position the end of the crimping tool 3" from the edge x y"5101ul 6 have kinks or other distortions. Any such distortions must be of the end lap and seam that area to ensure that the panel JIMDO NOT USE THE VISE LOCK 360 CRIMPER FOR TEMPORARY CRIMPING s"Pe A199FI!3 corrected before attempting to seam the roof panels. clip at this location is also crimped. ' g CFR ROOF SYSTEM ERECTION AND APPLICATION_ REQUIREMENTS ' !. GENERAL ERECTION NOT= II. DESIGN AND PERFORMANCE CRr;ERIA (CONTINUE `, CFR PANEL' CLIP ATTACHMENT DETAIL � t.t UNLOADING CH KTHSTORING, 2.3 PANEL CUP FASTENING REQUIREMENTS. 1.1.1 CHECK THE QIWRTTTIES AND CONDITION OF CFR BUNDLES AND TRIM GRATIS ON ARRIVAL NOTE m QS THE DELIVERY HCKETS ANY SHORTAGES OAMeGE IR OISCEMIES MBS BUILDING 2.3.1 MBS STANDARD CUP FASTENERS ARE DESIGNED TO FASTEN TO A STEEL 'CFR" ROOF PANEL SYSTEMS SHALL NOi BE UABIE FOR DAMAGE OR SHORTAGES WHICH ARE NOT NOTED ON THE STRUCTURAL MEMBER OF.060'MINIMUM THICKNESS(16 GA).A MINIMUM OF TWO Mason County Permitting M DELIVERY TICKETS. FASTENERS ARE REQUIRED TO ENGAGE THE STRUCTURAL MEMBER AT EVERY PANEL CUP LOCATION. 1.1.2 EXTREME CARE SHOULD BE EXERCISED WHEN UNLOADING AND HANDLING THE PANEL BUNDLES AND IN CERTAIN INSTANCES,THREE FASTENERS MAY BE REQUIRED PER CUP REQUIRED. LOOK ON CHART AT RIGHT AND IN THE ETRECTION DRAWINGS FOR YOUR SPECIFIC FASTENER REQUIREMENTS. ACCESSORY CRATES TO PREVENT DAMAGE THE WEIGHT OF THE PANEL BUNDLE IS PRINTED FASTENER PULLOUT VALUES ARE DEPENDENT UPON PROJECT LOCATION, SIZE. BUILDING CODE,ON THE BUNDLE TAG THE ENO OF EACH BUNDLE. IF THE TAG IS NOT ON THE BUNDLE, y YOU MAY CALCULATE THE WEIGHT OF THE BUNDLE WITH THE FORMULA: AND LOADING. 1/2-OR 1 1/2- L� m (QTY. OF PANELS% BUNDLE LENGTH X 2.5Ibe. PER FOOT) YS i'3 1.1.3 BUNDLES UP TO 25 FEET LONG CAN BE LIFTED WITH A FORKLIFT. BUNDLES OVER 25 FEET IN 2.4 ROOF TOP UNITS AND CURB SUPPORTS. R00�LINE 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 FOR FASTENER REQUIREMENTS 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 CFR PANEL CUP SEE FASTENER CHART BELOW Z 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 DRAW,AND LOCATIONS AND DIMENSIONS. TAPED 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 OUTLINED IN THE CFR ERECTION MANUAL MEIS 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 1.2 ERECTION SEQUENCE. THE CFR ROOF DURING THERMAL EXPANSION AND CONTRACTION. ROOF CURBS SHALL NOT SPAN THE RIDGE OF A BUILDING. 3 1.2.1 THE CFR ROOF SYSTEM IS DESIGNED TO BE ERECTED FROM EITHER END OF THE BUILDING. S !+ IN RARE CASES, DUE TO THE BUILDING LAYOUT,TT MAY BE REQUIRED TO START ERECTION 2.5 INSULATION REQUIREMENTS. CLIP FASTENING NOTES. 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. APPLICATIONS TO AVOID PROBLEMS WITH CONDENSATION FORMING ON THE UNDERSIDE OF THE 4 NUCOR CUPS ARE DESIGNED WITH (4) HOLES. Yi a 1.2.2 FULL-MOTH 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 7 WORK FOR EITHER A.PURUN OR BAR JOIST' SYSTEM. m TH .S MAY CAUSE THE RIBS TO BE OUT OF ALIGNMENT ACROSS THE RIDGE. ELIMINATE NOISE AND POSSIBLE ETAL LE DAMAGE DUE TO M -TO-METAL CONTACT. MBS CA ? FASTENER REQUIREMENTS VARY PER JOB THIS IS NORMAL PRACTICE FOR THE CFR ROOF SYSTEM AND DOES NOT AFFECT THE SUPPLY A NOISE REDUCING FOAM TAPE FOR USE IN LIMITED APPLICATIONS(CANOPIES, ETC.) c 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 4 FAILURE TO COMPLY WiTH YOUR JOBS SPECIFIC FASTENER REQUIREMENTS t f FOR DIMENSIONS OF START PANELS PRIOR TO ERECTING THE ROOF, REQUIREMENTS. MAY CAUSE THE ROOF TO BE REMOVED AND REPLACED. 1.2.3 FOR BUILDINGS WITH ROOF TRANSLUCENT PANELS:IN ORDER TO ALIGN THE TRANSLUCENT'PANELS ? TXt NOT ONFTRDR FASTENERS ON C IpIN. .MPS OVER DRIVING CAN ACROSS THE RIDGE, IT IS SUGGESTED TO ERECT THE ROOF PANELS ON BOTH SIDES OF THE 2.6 PAINTED CFR ROOF. STRIP THE THREADS, CAUSE THE CLIP NOT TO ENGAGE THE SUPPORT RIDGE FROM THE SAME END OF THE BUILDING -UTILIZING THE SAME WIDTH START PANEL 2.6.1 PAINTED STANDING SEAM ROOF PANELS ARE OFTEN PROVIDED BY MBS. IN THIS CASE, PANEL RUNS WITH TRANSLUCENT PANELS HAVE BEEN PLACED AS SPECIFIED IN THE ORDER THE CINCH STRAPS,GUTTER BRACKETS, END DAMS,AND OTHER MEMBER PROPERLY AND/OR THE CUP NOT TO SLIDE PROPERLY. USE DOCUMENTS. ACCESSORIES WILL EIE.PROVIDED IN THEIR NORMAL UNPAINTED FINISH. FIELD PAINTING SCREW GUNS WiTH TORQUE CONTROL SET TO FUNCTION PROPERLY FOR MAY BE REQUIRED; F SO, PAINT IS NOT PROVIDED BY M3S. 1.3 COORDINATION ON WITH S FOR TRADES. THE COMBINATION OF FASTENER SIZE, HOLE SIZE, AND MATERIAL 8N ,. 1.3.1 SUPPORTS FOR THE CFR ROOF SYSTEM SHALL SPECIFICATIONS.PROVIDED AND AE REQUIRED AS SHOWN III. COMPOSITE CFR ROOF SYSTEM THICKNESS. 10 y1 n DI THE SECTIONS AND AS NOTED IN THESE IVTOTHROALL NECESSARY CLEARANCE ? SPREAD FASTENERS OUT AS FAR AS POSSIBLE AVOID PLACING FASTENERS DIMENSIONS FOR PROPER ELEVATIONS RELATIVE TO THE ROOF PANELS HAVE BEEN SHOWN. (APPLICABLE FOR COMPOSITE CFR ROOF SYSTEMS) c M y THE ERECTOR SHALL BE RESPON51BLE FOR COORDINATING THESE DIMENSIONAL REQUIREMENTS SIDE BY SIDE. WITH OTHER TRADES ASSOCIATED WITH THE BUILDING ROOF SYSTEM. 3.1 PRODUCT DEFINITION. $.. 3A.1 REFER TO THE SECTIONS AND DETAILS IN THESE DRAWINGS FOR SPECIFIC CUP FASTENING o, . 1.4 ERECTION CARE REQUIREMENTS,INSULATION THICKNESS REQUIREMENTS AND UNER DECK TYPE. 1.4.1 THE ERECTOR MUSE BE SKILLED IN THE ERECTION OF METAL BUILDING SYSTEMS AND IS STD. CLIP 3.1.2 COMPOSITE CFR ROOF WITHOUT THE USE OF A LINER DECK IS NOT A MBS STANDARD PRODUCT STANDARD CFR CLIP FASTENER 1,01 RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE LOCAL,FEDER L,AND STATE CONSTRUCTION APPUCATION. DUE CONSIDERATION MUST BE GIVEN TO THE EFFECTS OF CONDENSATION BYAND SAFETY REGULATIONS INCLUDING OSHA REGULATIONS AS WELL AS ANY APPLICABLE REQUIREMENTS OF LOCAL. NATIONAL, OR INTERNATIONAL UNION RULES OR PRACTICES. THE THE ENGINEER OF RECORD OR ARCHITECT WHEN THIS OCCURS. IN ADDITION,GREAT CAEMUST BE TAKEN BY THE ERECTOR TO INSURE THAT THE ROOF SYSTEM IS ERECTED IN A REQUIREMENTSERECTOR REMAINS SOLELY RESPONSIBLE FOR THE SAFETY ANO APPROPRIATENESS OF ALL TECHNIQUES AND METHODS LMUZED BY ITS CREWS IN THE ERECTION OF THE METAL BUILDING SAFE.QUALM MANNER. STD. 4" CFR CLIP PART NUMBERS NON-FM JOBS �a5 SYSTEM AND/OR THE CFR ROOF SYSTEM. THE ERECTOR IS ALSO RESPONSIBLE FOR SUPPLYING 3.2 VAPOR BARRIER. (2) FASTENERS PER CUP (U.N.O.) ANY SAFETY DEVICES SUCH AS SCAFFOLDS,RUNWAYS NETS, ETC.WHICH MAY BE REQUIRED 3.2.1 VAPOR ENRRIER MUST BE USED BETWEEN THE LINER DECKING AND THE INSULATION TO PREVENT MARK PART DESCRIPTION H1070 AT JOISTS U 8 yki "' �g TO SAFELY ERECT THE METAL BUILDING SYSTEM AN07OR CFR ROOF SYSTEM. CONDENSATION.THIS BARRIER IS NOT MY MBS. REFER TO THE ERECTION DRAWING DETAILS. JHlOZO AT PURUNS , r ,U W W H2500 SHORT FIXED CUP 1.42 THE ERECTOR OF THE CFR ROOF SYSTEM SHALL EXERCISE GREAT CARE AND ATTENTION TO THE 3.3 INSULATION. H2510 TALL FIXED CUP FM t-6D JOBS i DETAILS AS SHOWN ON THESE DRAWINGS AND IN THE CFR ERECTION MANUAL TO 3.3.1 RIGID BOARD INSULATION CAN BE USED IN CONJUNCTION WITH A COMPOSITE CFR ROOF SYSTEM. 11g INSURE A SECURE AND PROPER FIT OF ALL COMPONENTS. MBS is THE RIGID BOARD INSULATION MUSE BE CUT TO ALLOW FREE MOVEMENT OF THE BACK-UP (2) FASTENERS PER CUP = ,fit W. R- SHALL NOT PLATE AT PANEL SPLICES, SINGLE SLOPE HIGH EAVES AND RIDGE LOCATIONS. H2520 SHORT SLIDING CUP H1070 AT JOISTS THE CFR ROOF RESPONSIBLE FOR SUPERVISING AND/OR COORDINATING THE ERECTION OF F SYSTEM WITH OTHER TRADES. 3.3.2 UNPAGED FIBERGLASS (GATT) INSULATION GAIN BE USED IN CONJUNCTION WITH A COMPOSITE H2530 TALL SLIDING CUP H1020 AT PURUNS 1.4.3 DUE CONSIDERATION MUST BE GIVEN BY THE ERECTOR TO THE EFFECTS OF THERMAL EXPANSION CFR ROOF SYSTEM. FM 1-90 THRU FM 1-150 JOBS AND CONTRACTION WHEN ERECTING A ROOF TIE-IN TO AN EXISTING STRUCTURE TO INSURE 2 A SAFE,SECURE,WEATHETTIGHT CONDITION. FLASHING FOR TIE-INS TO EXISTING BUILDINGS IV. CFR ROOF COMPONENTS W" ENGINEERING f 3; HH1010 AT JOISTS 070 AT PURUNS IS TYPICALLY NOT INCLUDED AS PART OF THE MATERIAL PROVIDED BY MBS BUILDING (APPUCABLE FOR CFR ROOF COMPONENTS WITH ENGINEERING ORDERS) SYSTEMS, REFER TO THE SECTIONS AND DETAILS FOR SPECIFIC MATERIALS PROVIDED BY MBS 4.1 COMPONENTS WITH ENGINEERING DEFINITION. 4.1.1 IN A CASE WHERE MBS IS PROVIDING THE CFR ROOF SYSTEM TO BE USED IN CONJUNCTION WITH 1.5 FIELD CUTTING OF PANELS. A NON-MBS STRUCTURE, MBS REFERS TO THAT AS A-COMPONENTS WITH WHEN QUANTITIESENGINEERING.- CFR PERIMETER CLIP 1.5.1 WH FIELD CUTTING OR MITERING CFR ROOF PANELS, NON-ABRASIVE CUTTING TOOLS SUCH AS THIS SIMPLY MEANS THAT MBS SHALL CALCULATE THE AND NIBBLERS,OR TIN-SNIPS SHALL BE USED. ABRASIVE CUTTING TOOLS SUCH AS MECHANICAL LENGTHS FOR THE MATERIAL REQUIRED. MBS IS PERFORMING NO ENGINEERING STUDY OF GRINDERS,SAWS,SHEARS, OR SCISSORS CAN DAMAGE THE GALVALUME FINISH AND CREATE THE EXISTING STRUCTURE THE ENGINEER OF RECORD ON THE PROJECT SHALL BE EXCESS METAL SHAVINGS THAT CAN CORRODE THE PANELS. THE USE OF NON-APPROVED RESPONSIBLE FOR COORDINATING THE CFR ROOF SYSTEM WITH THE DRIER TRADES OF THE 5 CUTTING DEVICES MAY VOID YOUR FACTORY WARRANTY. 42 DIAPHRAGM. PROJECT TO INSURE A SAFE, QUALM,AND PROPER APPLICATION OF THE ROOF SYSTEM. CFR PERIMETER CLIP PART NUMBERS PERIMETER CUP Z Ii. DESIGN AND PERFORMANCE CRITERIA 4.2.1 THE MBS ROOF IS DESIGNED TO ACCOMMODATE THERMAL EXPANSION AND CONTRACTION AND WILL MARK # PART DESCRIPTION FASTENER p .NDI ACT AS A DIAPHRAGM FOR RESISTING LATERAL.LOAD FORCES OR PROVIDING LATERAL 2.1 ROOF SYSTEM. STABILITY TO THE ROOF STRUCTURAL MEMBERS. DUE CONSIDERATION FOR THIS MUST BE H2720 SHORT SLIDING 8" CUP REQUIREMENTS 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 IT 'J 2'-D-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 H2730 TALL SLIDING 8" CUP PURUNS - (3) HIC20 LL1 TYPE USED. REFER TO THE DETAILS AND SECTIONS FOR SPECIFIC PANEL_CUP TYPE REPLACING AN EXISTING SCREWDOWN ROOF,ADDITIONAL BRACING MAY BE REQUIRED TO = 2.2 PANEL CUP SPACING. LATERALLY SUPPORT THE MEMBERS. ENGINEERING AND MATERIAL FOR THESE USES SHALL NOT H2740 SHORT SLIDING 12" CUP JOISTS - (2) H1070 U) d 2.2.1 THE CFR ROOF SYSTEM USES A CUP TO ATTACH THE PANELS TO THE ROOF SECONDARY BE PROVIDED BY MBS. H2750 TALL SLIDING 12" CUP - Z_ MEMBERS. PANEL CUP SPACING REQUIREMENTS ARE AS FOLLOWS: 4.3 CUP FASTENING REQUIREMENTS. H2760 SHORT SLIDING 16- CUP FOR CFR ROOF ON A MBS BUILDING: CUPS ARE REQUIRED AT EVERY PURUN AND/OR U) ROOF JOIST. 4.3.1 REFER TO PART 11, -DESIGN AND PERFORMANCE CRITERIA-FOR CFR ROOF PANEL CLIP FASTENING H2770 TALL SLIDING 16' CUP FOR CFR ROOF ON A NON-MBS RUIIDING: MAXIMUM CUP SPACING IS TO BE 5'-0'FOR REQUIREMENTS. J ZO PURU 6 N ROOFS AND W- -FOR JOIST ROOFS. J ROOF SHEETING ERECTOR NOTES STANDARD FASTENER SCHEDULE CFR EAVE PLATE DETAIL co PPING SCREW SELF-DRIWNG SCREW SELF-DRILLING SCREW 1.) THE ROOF SHEETING PLAN IS SHOWN WITH THE ROOF PANELS BEING j��-TAcooFSCRtIWH1042 12-14 x 7/8' H1070 12-24 X 1 1/2-TCP5 SPECIAL CONDITON AT A COLD—FORMED BOX BEAMO wERECTED FROM "LEFT-TO-RIGHT". IF THE DESIRE IS TO ERECT THE ROOF 14 x11/4- TCP3 W/O WASHER W/O WASHER A3- IF THIS PROJECT HAS A COLD-FORMED BOX CA :PANELS FROM 'LEFT-TO-RIGHT", FOLLOW THE ROOF SHEETING PLAN AS WITH WASHER � 5{I6-HEAD F Q O SHOWN. IF THE DESIRE IS M ERECT THE ROOF PANELS FROM LIFE FAs1ENETR t/z THK MAX t)AT THE InW FAVF �!!�ATTACH ROOF cups To THE BOX BEAM. EL U O O'RIGHT-TO-LEFT`. FOLLOW THE INSTRUCT10N5 SHOWN BELOW. 3/8'HEAD 5/16-HEAD OPoWNG CAPACITY 1 2. OR 1 1 2)AT A STRUT LINE ADJACENT TO A PURUN, w LU w J ( ) JxLNOI ATTACH ROOF CUPS TO THE BOX N O IH��1�02��0 SELF SCREW SELF-DRILLING SCREW 1//e'z 3 Ili' CFR ROOF ROOF STEEL UNE EAVE MEMBER VARIES BEAM. (NOTE:THE STRUT LINE COULD BE AT THE HIGH FAVE). O Q O O i/SELF X / 1/4'TCP3 '� 12-14 z 2' H1100 STAINLESS EEL (NOT SHOWN) 3)AT THE HIGH FA THAT IS TO A PURUN,pp ATTACH ROOF CUPS TO THE LLI C7 W U = w O E 2.) START & FINISH PANEL DIMENSIONS SHOWN BELOW ARE FOR EXAMPLE BOX BEAM. w w m 2 r ONLY. W/D WASHER TCP3 W/O WASHER BOND POP RIVET EAVE PLATE �j cD E N 5/te-HEAD (9'-0' LONG) H1020 FASTENERS o y°� U m N O 3.) WHEN SETTING BUNDLES OF PANELS ON THE ROOF, THE "MALE RIB' MUST DPoWING CAPACffY 6/t6-HEAD WALL STEEL LINE AT 6' O.C. a c'� CN ALWAYS BE AWAY FROM THE END OF THE BUILDING WHERE THE SHEETING WILL H1030 SELF-DRIWNG SCREW H1047 SELF-DRIWNG SCREW H1110 3/8-0 STAINLESS I -Lr —Jj G BEGIN. 12-14 x 1 1/4- 12-14 x 2- GROMMET FASTENER CUP CUP ,F,EO�ezl�EST' O TCP2 WITH WASHER TCP3 FLAT TOP SAVE PLATE PART NUMBERS WITH SCULPTURED RAKE TRIM U ROOF PLANE LONG LIFE FASTENER m�WITH WASHER AT SIM CLIPS AT TALL CLIPS STRUT� � w y 5/16'HFAO 5/15'�HEAD BOX BE AM BOX FA1 PURUN BOX BEAM PART # EAVE TRIM DETAL PART# EAVE TRIM DETAIL H1035 SELF-DRIWNG SCREW H1050 SELF-DRILLING SCREW H1990 SELF-DRIWNG SCREW AT LOW EAVE AT STRUT LINE AT HIGH EAVE ORIGINAL LAYOUT d MALE RI8 12-14 x 1 1/2- 1/4-14 x 7/8•TCP1 12-14 x I-TCP3 EPA03 SIMPLE EAVE OR EAVE GUTTER EPS03 SIMPLE EAVE OR EAVE GUTTER TANG LIFE (LEFT-TO-RIGHT) a TCP2 WITFE LIFE FASTENER LONG WASHER LIFWITE FASTENER PHIWPS HEAD 5202 'MALE R(BS- WASHER W/0 WASHER EPD01 LOW EAVE DMSION EPEOi LOW EAVE EXTENSION SPECIAL CONDITON AT A STRONG—BACK EAVE BEAM s a7 —� � z 5/16-HEAD 5/16-HEAD EPD_ SCULPTURED SAVE EPE_ SCULPTURED EAVE IF THIS PROJECT HAS AN EAVE BEAM WITH (2) PURUNS,AS SHOWN, DO NOT ATTACH ROOF `—LOW EAVECUPS TD THE-SECOND'PUPo.IN. 07I27 2020 FULL worth PANELS H1040 SELF-DRIWNG SCREW sELF1/4-14 x 7/SCREW PILE-DRILL DIAMETERS SAVE PLAT PN�IRT NUMBERS WiiH SIM� SAVE & SIMPLE RAKE $ 12 W x i 1HER 1/4-14 x 7/8• H � �.L TCP2 W/O WASHER W/0 WASHER 3/16'/FOR: H1020,H1070 s w s III- ?Mr- ROTATE S AT SHORE CUPS AT TALL CUPS ?es r-- s g F2 PANELS 180* d d 5/16"0 HEAD 5/i6-HEAD 5/32"0 FOR: H1030,H1035, �� e S U S O e e �R H1040, H1041, PART# ROOF SLOPE PART# ROOF SLOPE � �vE(RIGHT n SELF-DRIWNG SCREW SELF-DRIWNG SCREEN H1042, H1045, CLIP E$' '$3Tf:po 4-- H1041 EPA03 <OR = 4:12 EPB03 < OR =4:12 S CHI O 72-14 x 1 1/4- 1/4-14 x 7/8- H1047, H7220 I g 1o'g,"+aPsf N +—LOW FAVE wfTH WASHER �PwITH wAS�THgOER t/BY FOR: H1050, H1060, 4:12, < OR 11:12 EPE01 > 4:12, < OR= 11:12 StCQND PURUN SECOND PURUN E� fig . EPD01 > U €sue s� BE FlUtl.WETIi PANICS EIS 5/16-HEAD 5/i6'O HEAD H1061 EPD02 12:12 EPE02 12:1z SAVE BEAM AT LOW EAVE EAVE BEAM AT HIGH EAVE �a� a �ajg �am3i<S�'?'om�e. STANDARD FASTENER SCHEDULE NOTE , COVER TRIM MARK OUTLET LOCATION USE 4 POP RIVETS N CCA__ USE AT 8 USING A DS TO SIZE OVAL MK.HI100 AT ALL SELF-TAPPING SCREW SELF-DRIWNG SCREW SELF-DRIWNG SCREW FILLER TPNM MK. MFE01 (SHOWN)IS CC2_ USE AT,0' AREA NJCT, CUT;LONG ELBOW, 'S',AND N H1000 (GOOF SCREW) 12-14 x 7/8" 12-24 x 1 1/2"TCP5 LWREQUIRED WHERE SURr/FINISH CCC_ USE AT 12'C11 THE DASHED UN6.BEND DOWNSPOUT o DIMENSION IS LESS THAN OR CCD__ 115E AT 9 1 2'CEL) OARS ODWN ALONG THE CONNECTIONS U.N.O. 17-1�WASHER TCP3 W/0 WASHER W6/WASHER 4• SOLID LINES.ATTACH "CLASSIC WALL' EQUAL TO 3 1/2.SEE ELEVATIONS CS.t—USE AT 6 SRTAMIRAL ELBOW TO GUTTER TABS m NG LIFE 8'HEAD 1/2'THK MAX WITH 4 H1060 CSC.USE AT 12'STRUCTURAL 3/8'HEAD 5/16-HEAD DPoWNG CAPACITY O CCD_USE AT S 1 2'STRUCR!<RAL () HIDEO 12"O.C. Z HF/DEH WRN' ELBOW FASTENERS. H1020 SELF-DRILLING SCREW H1045 SELF-DRILLING SCREW H1100 1/8'x 3/18' CCF AT B' W CCF USE AT 10'HFADEIi MRM� ______1/4-14 x 1 1/4'TCP3 12-14 x 2" STAINLESS STEEL m O- CCF USE AT If HFADER WRAP MK' FULL OR PARTIAL W/O WASHER TCP3 WEAD d6nzm;��/0 WASHER BLIND POP RIVET 3 GIRTS O CCR_ USE AT i 1 2'HEADER WRAP =� SEQUIN AS 3/16'THKHMA% REQUIRED DRILLING CAPACITY 5/16'HEAD Now' l�i FOR LINER PANEL, F1EK)W MK.H2330 REFERENCE HEAD, SILL OR H1030 SELF—DRILLING SCREW H1047 SELF-DRIWNG SCREW H1110 3/8.0 STAINLESS b JAMB DETAILS FOR TYPICAL ERECTOR� DOWNSPOUT STRAP 12-14 x 1 1/4" 12-14 x 2' GROMMET FASTENER 3E BRACKET MK.DBA01 FOR TCP2 WTTH WASHER TUP3 FLAT TOP o a d. TRIM PARTS AND USE ATTACHMENT 1.IF THIS PROJECT FULL SECTION W711,WASHER o O n ERECTOR NOTE: "CONTI=SPECIFIESs'SHAPES AT THE USE wTIH ACCENT PANEL LONG LIFE FASTENER ,�{��[�Ll1�`� `"�� ATTACH AT (2)PANEL RIB 5/16" HEAD 'Y 5/16'0 HEAD �� M N IF LINER PANEL IS NOT BOTTOM OF THE �D ONLY.USE(2) H1060 REQUIRED, ATTACH COVER DOWNSPOUT IN LIEU SCREWS H1035 SELF-DRIWNG SCREW T:/.�-ORIWNO SCREW H1220 SELF-DRILLING SCREW y� I TRIM WITH H1040 12" O.C. OF�� SEE �'FFMN E'END DOWNSPOUT STRAP MK. ; 12-14 x 1 1/2" -14 x 7 e'TCPt 12-14 x 1'1QP3DPAO1 (SCREW STRAP 7OTCP2 WITH WASHER WASHER W/O WASHER CC_ TRIM 2.FIELD WORK(2) TYPICAL AT WALL USING(1)H1060 *MMLONG LIFE FASTENER LNG LIFE FASTI?IER00" pHIWPS HEN OUTSIDE CORNER CS_ TRIM AT IN �'�UC� SCREW. FIELD BEND AND MK.OCAO1 SCtOCONDND FULL OR PARTIAL THEN ASTEN STRAP TO DS y3 a /16- HEAD 5/16'HEAD NOTE 1 'CLASSIC WALL' WALL MON. D SELF-DRIWNG SCREW .8 DRILLING SCREW PREPRE-DRI�DIAMETERS START_/ CUTE CCRAAPED,CCB_, CCC_, OR CCD_ TRIMS 3•LOCATE os a�aU�Nm �2�lofio m � 12-14 x 1 1/4' i/4-14 x 7/8'TCP1 FINISH DIMENSION H7040 AT EACH SUPPORT { ) STRAPS ONE AT ry a TCP2 W/O WASHER W/O WASHER BETWEHIOSOEN 12S O.C. STRUCTURAL CEE EVERY'S". ELBOW MK.ELB H IF RED Ygtt'1-11111_L111_� SEE PLAN BErwE>?1 SUPPORTS (USE CSA_ , CSC_, OR CCD_ TRIMS) 3/16'�FOR: H1020,H1070 £ rt RIB AND DS SPLICE MK.H2330 d` � 5/16'0 HEAD 5/16'HEAD / "� FOR: H1030,H1035, HEADER WRAP DOWNSPOUT STRAP (MK. DPA01)AND STRAP BRACKETS(MK.DBAD,)ARE ALSO PROVIDED 5 FOR MASONRY WALL APPLICATIONS AS WELL AS FOR ATTACHMENT TO COLUMNS. H10440,H1041, USE CCE _, CCF, CCG_ OR CCH_ TRIMS) FASTENERS TO MASONRY ARE NOT PROVIDED BY THE M.B.S. H1060 FASTENERS ARE H1041 SELF-DRILLING SCREW SELF-DRIWNG SCREW H1042,HI045, OUTSIDE CORNER AT "CLASSIC" WALL FRAMED OPENING COVER TRIM PROVIDED FOR COLUMN ATTACHMENT APPLICATIONS,PRE-DRIWNG WILL BE REQUIRED. 12-14 x 1 1/4' 1/4-14 x 7/8' H1047,M1220 WIIT WEER TCP WEER 1/8•. FOR: H,05D. H,D60. U TRIM-7 o TRIM '� ,�, 81 H1o61 a o SILL SHOWN, HEADER AND JAMBS SIMILAR s GUTTER AND DOWNSPOUT AT OVERHANG $ 7 5/16" HEAD 6/16'f HEAD 00 DOWNSPOUT MARK NUMBERS © la a S GIRT �--Rn�I a FASTENER KEY END CLOSURE DETAIL OUTSIDE CORNER TRIM INSIDE CORNER TRIM &y$ m f` v._.. END CLOSURE MK,H4Z20 MK.H4200 0MK.H42f 0 r} STITCH FASTENER = H106_ (POLAR WHRE).APPLY DOOR / WINDOW TUBE CAULK H3152)ALL. "ACCENT PANEL" STRUCTURAL FASTENER = H 104_ AROUND AND ERT INTO OPENING END OF BSCOI TRIM AT n 1 WITH COLD—FORM o�RµG - VWALKDO lia STRUCTURAL FASTENER = H1070 E`3snNG BUILDINGS. g' 0 WITH HOT—ROLLED ERECTOR NOTE: 3 -—jai ei UNTIL WALL PANELS ARE INSTALLED, (3) H1040 SCREWS ARE TO ! BE USED FOR TEMPORARY INSTALLATION OF THE BASE TRIM. E • g JAMB�tIM MK. WALL PANEL INSIDE PANEL CLOSURE - STRUCTURAL FASTENER GIRT JAMB BASE TRIM 12" O.C. MK. H3410 0 "CLASSIC PANEL" MK. BSBO1 �,/4� MK. H3430 0 'ACCENT PANEL" yS�LOE MAX.O GIRT JMB DOOR / WINDOW MK. H3400 0 REV. "CLASSIC PANEL" BASE ANGLE MK. _ "CLASSIC WALL" OPENING MAR02 {S.LV.) REVERSE "CLASSIC WALL" PANEL ;(JAMB OR WINDOW TOP A SLAB JA AT OF TRIM OPENING OR MASONRY '.< FASTEN AT 3'-0" O.C. MAX. Z STRUCTURAL FASTENER a w °D (FASTENERS NOT 0 12" O.C. JAMMK.BJTAIM BY M.B.S.) SEALANT LU PANEL SLIT t�2"RUOCTCLIRAL FASTENER JTTDRIM m (NOT BY M.B.S.) � U STEP 3 ORE: FIELD TRIM LEG JAMB TRIM BASE TRIM WITH ANGLE o z AS REQUIRED —� �1 STEP 2 C3 U) Nm SEE WALL PANEL ERECTION NOTES FOR FASTENER LOCATIONS J Z W ALTERNATE DETAIL 1 CM) w_ 1/6'GAP RECOMMENDED FOR WATER DRAINAGE TRIM_301 -1 0 I=' NOTE: FIELD CUT PANELS AS REQUIRED 0 = F- GW, co SLIT PANEL 2" AND 11 U N SLIDE ONTO HEAD WALL PANEL HEAD TRIM W Z Q TRIM (SEE ABOVE) APPROVED AS NOTED = LLI (0 STEP 3 a � � C ¢o 0 Reviewed for Code Compliance for those items w Q �p TRIM OVERHANG � z 2 EDGE OF listed on the application for permit. W o .ffi U w m o O OPENING r9 � _ p 0 Project shall comply with permit conditions as o O o N R 06 U m N 01' noted on the ermit. a lY R ❑ o O CAU FROM EDGE OF p (V TRIM TO FIRST MAJOR RIB JAMB TRIM MK. H3152 The plans shall be on site at the time of the �n1 LHRrsr STEP 4 WALL PANEL INSIDE PANEL CLOSURE inspection.Failure to have permit and plans on �� °��rk'q� Q MK. H3410 0 "CLASSIC PANEL" site may require re-inspection. U y L� HEAD TRIM. MK. HTA_ MK. H3430 0 'ACCENT PANEL" MK. H3400 0 REV" CLASSIC PANEL" Any plan revisions shall be submitted and STEP q I HEADER approved PRIOR to installation or field changes. sl aaL STRUCTURAL FASTENER Changes in Engineering Documents or Detailsssr JAMB TRIM tz' D.C. ® ACCENT' require a letter and stamped detail unless 12" O.C. 0 'REV. CLASSIC' OtheTWISB approved.MK. JT 07/27 2020 STEP 2 s" D.C. 0 "cttsslc• PP W 03 HEAD TRIMABoFz o MK. HTA_ $ x>a z B CD �3 _ HEAD TRIM Mason County Permitting s��9 0 DOOR FRAMED OPENING TRIM DETAILon"a� g 00 "__� o FOR ALL STANDARD WALL PANEL TYPES TRIM 98 STEP 1gN2G�� sr" ~ LEFT HAND SHOWN, RIGHT HAND SIMILAR xas�d€ Ge`e; �am3E5ygmeei GIRT a FASTENER KEY o N STITCH FASTENER = H106_ Ij 2"J ACCENT PANEL" DOOR OPENING WINDOW STRUCTURAL FASTENER = H104_ IMPORTANT ERECTOR NOTE: \ WITH COLD—FORM ��--1/4. a STRUCTURAL FASTENER = H1070 WIDE MAX. o� WITH HOT—ROLLED SUIT PLEASE REFER TO THE SHEETING ERECTION MANUALS FOR M BTTRIM FURTHER ASSEMBLY INSTRUCTIONS F5 8 FLAT OF STT UCTURAL FASTENER GIRT JAMB JAMB T RIM 12 O.C. GIRT JAMB DOOR / WINDOW ONLINE VIDEO AND MANUALS ARE ALSO AVA I LAB LE: a REVERSE "CLASSIC WALL" PANEL "CLASSIC WALL" OPENING �2" SLIT DOOR WINDOW OPENING PRIOR TO STARTING THE SHEETING PLEASE VISIT: m � 112R*UD.C.CTU FASTENER JAMB TRIM https://www.nucorbuiIdingsystems.com/resources/manuals/ MK. JTA STRUCTURAL FASTENER JAMB TRIM WALL PANEL 12" D.C. MK. JTD NOTE: FIELD TRIM LEG JAM STEP 3 B TRIM PANEL SLIT STEP 4 AS REQUIRED $- ALTERNATE DETAIL 1 NOTE: FIELD CUT PANELS a >a n HEADER AND SILL SHOWN — AS REQUIRED INSTALLATION INSTRUCTIONS SEAMING MANUALS biv$n HEAD TRIM 1� SLR PANEL IL AT CFR StandingSeam Installation CFR Standing Seam HEAD AND SILL TRIM g AND SLIDE ON (SEE WALL- PANEL a $ g 8 TRIM OVERHANG ABOVE) CFR Installation Videos SR2 Insulated Standing Seam �a5 STEP 4 2 EDGE OF V i� OPENING : $ �g IN AVideo de Instalacion de cubierta tipo VR16 II Vertical Rib 3 a 1 0: JAMB TRIM E1 R Classic Roof Installation INSIDE PANEL CLOSURE WALL PANEL------., MK. H3410 O 'CLASSIC PANEL" MK. H3430 m "ACCENT PANEL" VR16 II Vertical Rib Installation ® MK. H3400 ® REV" CLASSIC PANEL" CAU FROM EDGE OF HEADER SPECS & OTHER GUIDES TRIM TO FIRST MAJOR RIB STRUCTURAL FASTENER HR3 Insulated Roof Installation MK. H3152 12' O.C. 'ACCENT' STEP 5 12" O.C. 'REV. CLASSIC" ¢ s' D.C. 'CLASSIC" SR2 Insulated Standing Seam Master Spec 13 34 19 HEAD TRIM. MK. HTA_ 3 Z STEP O3 HEAD MK.HTA_M Insulated Wall Sheeting NBS Specification Guide go HEAD TRIM STEP 1 Single Curb Installation Preventative Maintenance Manual c=n U z_ JAMB TRIM INDICATED BY DASHED JAMB TRIM Double Curb Installation � CO MK. JT_ LINE. THE SILL TRIM EXTENDS 2' J z PAST EACH SIDE OF THE OPENING. J O STEP 3 THE JAMB TRIM THEN RESTS ON z TAB UP THE SILL TRIM. TAB LEG OF SILL F- _ TRIM BEHIND THE JAMB TRIM TO U) ¢ _ o HELP SHED WATER. APPROVED AS NOTED _J Z ¢ w SILL TRIM MK. SrA_ O W n (fl Reviewed for Code Compliance for those items = SRTCH FASTENERS 12"D.C. listed on the application for permit. CL U) 07 ¢o O 2E W w _I N O SILL CHANNEL STRUCTURAL FASTENERS Project shall comply with permit conditions as ¢UJ = W CD 12'D.C. 'ACCENT' noted on the permit. Z W m r WALL PANEL. 12" O.C. 'REV.CLASSIC' w p �o F = Z O N 'o— �- En� U mN Q s' O.C. 'cutsslc' The plans shall be on site at the time of the a = N inspection.Failure to have permit and plans on WALL PANEL site mayrequire re-inspection. ���� CHRrST O CUT OFF EXTRA ma_ud5 5t" � p4waSq �9 U "TOP VIEW" 1 3/8' Any plan revisions shall be submitted and ti 21 FRONT —� approved PRIOR to installation or field changes. SILL TRIM MK. STA_ TAB UP Changes in Engineering Documents or Details 1 3/8" require a letter and stamped detail unless 202 SEE PREP SKETCH RIGHT y�y, otherwise approved. ssr STEP 2 � TO TOP 07127 2020 11$ SLR LINE, MK. H3152 STEP 5 FRRONr FRONT VIEW @bops .�58g�'3 � Mason County Permitting o _ 2 2" 2„J SILL TRIM J J J _" naE �a o WINDOW FRAMED OPENING TRIM DETAIL OPENING € = gy5 Co o FOR ALL STD WALL PANEL TYPES. TYPICAL INSTALL ISR ��-"�� . a cl LEFT HAND SHOWN, RIGHT HAND SIMILAR TRIM 99 SILL TRIM PREP I STEP 2 � ego g b a BI aI Mason County Permitting UAB SIOELAPW RECEIVING MATERIALS&FILING CLAIMS BUILDING&PANEL PREPARATION SQ (SEEWAL N w SQUARE FASTENERS{SEE WALL o n STEP 1:PLUMB AND SQUARE PANEL ERECTION DETAIL THIS BUILDING IS.DESIGNED,MANUFACTURED,AND DELIVERED IN THE FIRST STEP IN THE SUCCESSFUL INSTALLATION OF WALL H1060 STITCH FASTENER FOR MARK NUMBER AND ACCORDANCE WITH MOST RECENT ADDITION OF THEM.B.M.A.METAL PANELS IS TO HAVE THE PRIMARY FRAMING PLUMB AND oH1040STRUCTURALFASTENER 5 SPACING) SQUARE,FOR BEST RESULTS,IT IS RECOMMENDED THAT A PUSS NEXT TO BUILDING SYSTEMS MANUAL. CONSULT THE INFORMATION IN THE"COMMON TRANSIT BE USED WHEN ERECTING THE STRUCTURAL STEEL 11 MAID1WBIN 3r 10 EAVE FLASH NOT SHOWN FOR INDUSTRY PRACTICES"SECTION. MAKE SURE THAT THE FOUNDATION AND 13UILDWG FLAT OF PANEL T CLARITY.(SEE ERECTION STRUCTURE IS SQUARE,LEVEL,AND CORRECT TO THE fr 15 DRAWING LOW EAVE DETAIL FOR OUT TOUT STEEL LINE DIMENSIONS. gM� FASTENER REQUIREMENTS AND CHECK SHIPMENT AGAINST DELIVERY TICKETS DURING UNLOADING. SEE FIGURE'A' ^� f EYE PART NUMBERS) NOTE ANY DAMAGE OR DISCREPANCIES ON THE DELIVERY TICKETS BEFORE SIGNING AS RECEIVES. FIGURE„A„ EAVE STRUT STEP 2:GIRT BLOCKING It pn pa 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 STRUTAND GIRTS ARE STRAIGHTAND PLUMB.TO 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 PNrF1 9 TRUCKING COMPANY. PROPER LENGTH AND INSTALL BETWEEN THE LINES OF SIDE LAP GIRTS.THIS BLOCKING CAN BE MOVED FROM BAY TO BAY METAL BUILDING SUPPLIER IS NOT RESPONSIBLE FOR ITEMS ACCEPTED IN QUESTIONABLE CONDITION. WHICH WILL REDUCE THE NUMBER OF PIECES REQUIRED. NORMALLY,ONE LINE OF BLOCKING PER BAY WILL BE GIRT UPON ACCEPTANCE OF SHIPMENT(S),THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER STORAGE AND SUFFICIENT BUT WIDER BAYS MAY REQUIRE MORE IT IS FOUNDATION GIRTS HANDLING OF MATERIALS AS DESCRIBED IN METAL BUILDING SUPPLIER'S DOCUMENTATION. RECOMMENDED TO BLOCK AT LEAST TWO SAYS AND LEAP FROG THE BLOCKING AS A BAY IS SHEETED.BLOCKING BLOCKING(NOT BY �- METAL BUILDING SUPPLIER IS NOT RESPONSIBLE FOR INJURY,DAMAGE,OR LOSS AS A RESULT OF IMPROPER SHOULD NOT BE REMOVED UNTIL THE FULL BAY HAS BEEN METAL BUILDING 3 m STORAGE AND/OR HANDLING. SHEETED, SUPPLIER) µATM CH B `o v SEE FIGURE'B' FIGURErrB„ o -_ O.C.IN. lo ALL CLAIMS MUST BE FILED WITH METAL BUILDING SUPPLIER'S QUALITY SERVICES REPRESENTATIVE PRIOR TO BETWEIN 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 SR TOP PANEL GROUND IN PILES NOT EXCEEDING 10 PANELS.THEN PLACE TOP LAP BAIL PPM SMALL WOODEN BLOCKS UNDER SIDE LAG EDGE OF MEMBER Y8� HANDLING MATERIALS STACK OF PANELS TO HOLDTHEMAT CORRECT HEIGHTAND I2 M^gH HOLD PANE LS 1 r S ? WALL PANELS ARE ROLLED AND SANDED,WITH ACOVEIL PANEL PLACED TOP AND BOTTOM. POSITION WHILE DRILLING FASTENER HOLES. C 519 TIGHTLY TOGETHER AT EACH END WITH CLAMPING PLIARS. PANEL BUNDLE WEIGHT CAN BE FOUND ON ID.TAG AT LOW END OF EACH BUNDLE.MAXIMUM WEIGHT IS 4300 CAREFULLY MARK POSITIONS FOR SIDELAP FASTENERS ON r m s+^g POUNDS. TOP OF HIGH RIB.FASTENERS SHOULD BE LOCATED'ON 12 Mov CENTER'OF HIGH RIB.DRILL HOLES FOR'STITCH'FASTENER W000 BLOCK - CLASSIC GIRT(SPACING BUNDLES UP TO 25 FEET CAN BE HANDLED USING A FORKLIFT.FORKS MUST BE SPACED A MINIMUM OF FIVE FEET (USE#1,7132--15164'DRILL-BIT)ON TOP SHEET OF SIDELAP. X-O" PANEL COVERAGE VARIES PER PROJECT) r; � BE SURE PANELS ARE WELL NESTED BEFORE DRILLING. FIGURE"E" WALL PANEL ERECTION DETAIL APART. SEE FIGURE'C' FIGURE"C" `' 8 S BUNDLES OVER 25 FEET SHOULD BE HANDLED WITH A CRANE USING A SPREADER BAR AND NYLON SLINGS.LIFTING SHOULD OCCUR AT CENTER OF GRAVITY. n adS FIELD CUTTING PANELS PANEL INSTALLATION&FASTENER SEQUENCE LOCATE SLINGS AT 114 OF THE LENGTH OF THE PANEL FROM EACH END OF THE BUNDLE FA WHEN FIELD CUTTING OR MITERING WALL PANELS,NON-ABRASIVE CUTTING TOOLS SUCH AS NIBBLERS OR TIN-SNIPS STEP 1:INSTALL FIRST PANEL 3 d u$W iJ TRIM CRATESIBOXES ARE TO BE HANDLED THE SAME AS PANEL BUNDLES. SHALL BE USED.MATERIAL FINISH ANABRASIVE CREATE F�(CIESSOOLS SUCH AS METAL SHAVINGS THAT CANCORRODECAL GRINDERS OHE PANELS.THE OR POWER SAWS CAN F IN THE IN THE INSTALL THE DETAILS USINGT ESTARTININSH OUdENSION SHOWN ON THE PLANER AND ALIGN THE PANEL .ITIS EXTREMELY IMPORTANT SHOWNTH THE STEEL LINE AS SyFFjI 6 ,—GIRT BLOCKING DESCRIBED IN BUILDING = $ ' NON-APPROVED CUTTING DEVICES MAY VOID THE FACTORY WARRANTY, THAT THE FIRST WALL PANEL IS INSTALLED PLUMB AND SQUARE.USE A LEVEL OR TRANSIT TO AID IN THIS PROCESS. NpO� 11 AND PANEL PREPARATION RFST0, STEP 2(NOT BY METAL RIGHT WAY ANY METAL SHAVINGS THAT ARE CREATED NEED TO BE CLEANED FROM THE PANEL TO PREVENT SCRATCHING PLACE 116'SHIM ONTHE BASE TRIM UNDER THE PANEL TO HOLD THE PANEL OFF THE BASE TRIM.ENSURE THAT THE 'v BUILDING SUPPLIER) AND/OR CORROSION.THE MANUFACTURER WILL NOT ACCEPT CLAIMS FOR DAMAGFIDETERIORATION DUE TO USE OF WEIGHT OF THE PANS.DOES NOT FORCE BASE TRIM TO EXCESSIVELY BEND DOWN.BASE TRIM SHOULD HAVE A SLIGHT UNAPPROVED TOOLS. SLOPE TO ALLOW WA-ER TO RUN OUT AND NOT SIT ON BASE TRIM. RIGHT WAY SEE FIGURED'-TO RIGHT BASE TRIM(TRIM PROFILE VARIES PER PROJECT)ATTACHMENT TO O O WHEN INSTALLING THE PANEL,APPLY PRESSURE EVENLY TO AVOID DISTORTING THE PANELAND CAUSING OR FOUNDATION IS NOT BY METAL FASTENER INSTALLATION CANNING. BUILDING SUPPLIER O SEE FIGURE'E'-ABOVE O RECOMMENDED TOOL TYPES:SEE ALSO FASTENER SCHEDULE 4 AMP OR HIGHER RATED TOOLS(DO NOT USE IMPACTING TOOLS) RECOMMENDED PANEL FASTENING SEQUENCE 14 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 MANUAL OR ELECTRIC RIVET TOOL BEST DETERMINED INTHE FIELD.DO NOT ATTACH PANEL AT BASE AND TOP AND WORK TOWARD THE MIDDLE OF THE Z PANEL.THIS CREATES OIL CANNING.MANUFACTURER IS NOT RESPONSIBLE FOR FINAL APPEARANCE OF INSTALLED _ X x DO NOT USE IMPACTING TOOLS PANEL, O WRONG WAY TO ASSURE PROPER VOLTAGE TO THE TOOL,EXTENSION CORDS SHOULD BE CHECKED FOR PROPER WIRE Q WRONG WAY SREICORD LENGTH. STEP 2,INSTALL SUBSEQUENT PANELS W STEEL CHOAIMS SHALL SIBLINGS,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 17 CHAINS SHALL NOT BE USED. 14 GAGE WIRE,MAXIMUM CORD LENGTH=20V PROPER ALIGNMENT AT SIDELAP.CHECK PANEL PLUMBNESS AND FASTEN PANEL IN THE SAME SEQUENCE STARTING CORRECT OVERBENT UNOERBENT 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 THE WALL,CUTTING PANELS AROUND FRAMED OPENINGS AS REQUIRED.(TRIM SHOULD BE INSTALLED AROUND DRIVING TIPS: OPENINGS PRIORTO INSTALLING PANEL) NOTE:BASE TRIM PROFILES ARE MANUFACTURED WITH A 5'SLOPE TO PROMOTE WATERSHED.ENSURE 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 _J STORING MATERIALS RECOMMENDED TIPS: CREATING LARGER GAP AT RIB OF PANEL. z 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.IT IS RECOMMENDED TO INSTALL SHEETS FIGURE"D" �, _ O F 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 SO THAT THE SIDELAP SEAM IS AWAY AND LESS NOTICEABLE. ~ w SHOULD BE DRIED AND RE-STACKED TO PREVENT DAMAGE PERPENDICULAR TO PANEL SURFACE. J U m 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 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 F THE PANEL.PANELS AT BASE TRIM LAPS,APPLY A BEAD OF POLYURETHANE TUBE CAULK(H3152)TO ALL ADJOINING SURFACES AND LAP LLJ :5 ACCESSORIES MUST BE KEPT DRY AND FREE OF CONTAMINATION.STORE INDOORS IF POSSIBLE. SHOULD BE INSTALLE)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. a : a0 C) THE WALL _ IMPORTANT NOTE:THE FINISH ON THERE PANELS MAY NOT PERFORM AS INTENDED IF NOT ERECTED WITHIN 90 IF HAS OPTIONAL FOAM PANEL CLOSURES ORDERED AT BASE,ATTACH INSIDE OF WALL PANEL AT BASE AND W w _I 5 DAYS FROM RECEIPT AT THE JOB SITE.THE FINISH IS ALSO SUBJECT TO SEVERE DAMAGE IF MOISTURE,DEBRIS,OR �I FASTEN THROUGH PANEL AND CLOSURE,INTO BASE TRIM. FASTENING PATTERN WILL VARY PER WALL PANEL TYPE. w O = w co 0 DUST IS ALLOWED TO GET BETWEEN THE PANELS;THEREFORE,PANELS MUST BE STORED UNDER COVER WITH ONE PANEL ERECTION REFER TO THE WALL PANEL ERECTION DETAIL FOR MORE FASTENING INFO. W (.) W m END ELEVATED TO ALLOW FOR ORAINAGEAND PROTECTION AGAINST MOISTURE,DUST,OR DEBRIS UNTIL ERECTED. ABC-LONGSPAN III = 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 rYi �p o = z O N JOBSITE.THE CUSTOMFRASSUMES FULL RESPONSIBILITY FOR THE CONDITION OFTHIS MATERIALAFTER DELIVERY CBC-R-PANEL 'o— <— u� U N BY THE TRUCKING COMPANY. KBS-KIRBYRIB II INSULATION HINT:AT THE BASE,FOLD THE INSULATION VAPOR BARRIER OVER THE FIBER TO HELP PREVENT WATER E c�.� !R � N TUBS-CLASSIC'NALL FROM WICKING. IT IS RECOMMENDED Walerprool STEEL LINE SED BEARING LEG EDGE FTTHAT THE HE RIM A. 'E'�OV L`S9SJl9 Tarp 1.PUT THE TOP OF THE FASTENER INTO THE NUT 2.PLACE THE POINT OF THE FASTENER ONTO LAPS BE CAULKED IN FIELD NOTCH THE �' U DRIVER.NOTE FOR PAINTED FASTENERS, A HARD SURFACE AND FIRMLY HIT THE TOP OF MAY VARY ORDER TO HELP TUCK PANEL TIGHT TO 'BACK'VERTICAL TRIM CRATE PLACE A SINGLE OR DOUBLED LAYER OF THE NUT DRIVER 2-3 TIMES. THIS CORNER PREVENT RUSTING. LEG OF THE BASE u y PLASTIC BETWEEN THE FASTENER HEAD AND ABC-ARCHITECTURAL V LAP LEG 7• TRIM VAT ALL LAPS THE NUT DRIVER. CBC-A-PANEL BASE 10 52021 12'MIN KBS-KIRBYWA-L TRIM NBS-ACCENT PANEL BASE TRIM(NOt I FASTENERS !• Walerprool PANEL BUNDLES STEELLINE BEARING LEG REUD AT LAP) <4,0 07/27 2020 Tarp TUBE CAULK .B m _$ ° w VARY uu TUCK PANELTIGHTTO TUBE CAPOLYURULK NE (APPLY ADJOINING R$^g oa e'6 a g2 ALL NO �7T THIS CORNER S e��„�d B O ppp CAP ABC-ARCHITECTURALIII II (TYP) SURFACES) yMMK;,,.SILO r —' CBC-REVERSE R-PANEL LAP LEG �=n i 3_E A ha "— KRIS-KIRBY REVERSED ROLL Pr=ag i I '1 3.THE BASE OF THE NUT DRIVER -) WALL SHEETING GENERAL NOTESq=r.�=�; �a NBS-REVERSE CLASSIC WALL 2'MIN BE CONTACTING THE TOP OF THE HEADLOF THE 4-BAD SETVS.GOOD SET. STEELLINE BEARING LEG TRIM_698 roEM�s gmC2I$ FASTENER WITH N GAP �: RAKE TRIM MK.RTA— H1030 FASTENER AT 4'O.C. RAKE ANGLE MK. (SEE NOTE 1) END OF 5 1 4' STEII.LINE AT STEEL LINE AT SAVE EXTENSION 4' END OF ROOF PANEL o N MM02(S.LV.) 2 1/4"TAPE MASTIC FAVE_ _ . MK.H3020 BEIWYEEN —''t� H1020 FASTENER PER PANE FASTENERS o 3//4'TAPE MASTIC M! K. ` TRIM AND P EL y3' •CFR ROOF END N4 M.K.H36^_D PER PANEL H3000 BLTYEIIR ROOF "CFR"ROOF .-1 'CFR"ROOF PANEL 1 1/2•THE MASTIC PANEL AND MAR02 START/FINISH PANEL 1 1/2' MK.H3(X11 HIGH SAVE TRIM m TO!17EO MK.HEB_RAKE ANGLE(LLV.) RAISE MlGLE CUP I (7) H1020 FASTENERS MK. MAROI WITH (1) MK.H2O41 (SHORT) PANEL CUP WfTH(2) �K-UP PLATE 27E"LAN GPRfiCUTH1020 FASTENER AT MK.H(2O51 (TALL) MK. H2B50POP RNET H1020 FASTENERS HIGH FAVE CEE H3650 EACH SUPPORT P R C(P H1020 FASTENERS ANDTOP OF EWE TAPE MASTIC MK. MK,H 100 11 GUITER HANGER 2•H1040 FASTENERS ) PURUN NDT SHOWN RUT SHOWN, AT 12'O.C. AT 12 O.C. FOR CLARITY AT 36 FASTENER (1) H1040 FASTENER AT EACH MEMBER VARIES TOP OF PANEL SAVE STRUT SHOWN, MEMBER AT 36'D.C. 8 //�� VARIES(REFERENCE THE RAKE RETAINER 1;3 AT 12 FASTENERS / SUPPORT AND TWEE FASTENERS MAC_ SECONDARY LOW EAVE MK. RRAD1 H3400 AT PANEL PANEL f A7 12.O.C.BETWEEN SUPPORTS I 16 CA ANGLE AT 12'O.C. STEEL LINE AT STEEL LINE I MEMBER OPTION DETAIL FOR H3420 AT ACCENT'PANEL RAKE RETAINER SOFFIT PANEL ��EXTENSION AT BUILDING I ALTERNATE MEMBERS) HI 1600"O.C�ER H3410 AT'REVERSE CLASSIC"PANEL c TRIM MK. TIRADE ('CLASSIC'SHOWN) RAKE EXTENSION TRIM 1) SEE DETAIL AT RIGHT FOR TRIM PART Hta4o AT 12"D.C. I � HAT TRIM MK.LFE_.—�� MK. RET_ JAMB NUMBERS AT THE BUILDING STEEL LINE. SDF1Tr LL H1040 FASTENER ; O ACC RIM MK.SS�— PAN OUTSIDE PANEL CLOSURE AT 12"O.C. SCREWS AND HERECTOR ONE o STEEL LINE AT FACE OF MK JID_O REVERSE CLASSIC H3400 AT'CLASSIC'PANEL EXTENSION JAMB TRIM 2) SEE THE DETAIL BELOW FOR EAVE sDFFrr PANEL AT 1L2 FASTENER INSULATION WASHERS HAVE AT RAKE EXTENSION STEEL LINE 00 (INSTALL PRIOR TO SOFFIT PANEL) EXTENSION TRIM PART NUMBERS. H34zo AT ACCENT PANEL STEEL N A EAVE EXTENSION AT 12'O.C. BEEN SUPPLIED AT 12" a H3410 AT'REVERSE' O.C. FOR INSULATION 49 cLASSIC PANEL AT EAVE EXTENSION STEEL LINE ATTACHMENT AT THE ROOF. m 3) SEE THE DETAIL BELOW RIGHT FOR SOFFIT TRIM MK.scr_ wALL PANEL 'CFlR'ROOF PANEL RAJ<E ANGLE(LLV.) MK. GUTTER ASSEMBLY PART NUMBERS. MARO1 WITH (1)H1020 FASTENER AT EACH STEII.�4E 'CFR"ROOF SUPPORT. FIELD COPE EAVE EXTENSION WITH SOFFIT AT BUILDING AS REQUIRED. PANEL CUP WITH (2) H1020 FASTENERS ) /yOU��i51DE PANEL CLOSURE PURUN TOP OF EAVE S'LIPPOfiT AND FASTENER60 FASTENERS ^ 14 BEAM 3, ATT'C V Pµ • EEDWAIl SHEETING ERECTION WALL PANEL NOTE FOR FASTENERLOCATIONS TRI M_861 @ BUILDING STEEL LINE N ; $ AT 10O.C.BETWEEN SUPPORTS H3420 AT"ACCENT'PANEL PAVE ANGLE MM` H3410 AT'REVERSE TOP OF PANEL 'CLASSIC'PANEL H1040 FASTENER AT 12'O.C. RNRE ANGLE MAY BE H26M PANEL VOID SEE THE DETAIL AT RIGHT FOR .�nl_ CAP TRIM CTAO2 . PURUN ERECTED ON TOP OF CLOSURE WITH (1) GUTTER ASSEMBLY PART NUMBERS PLACE AN B'PRECUT SOFFIT PANEL r3 PURUN AS SHOWN H1O30 FASTENER AND NOTE: HIM FASTENER AT 36'O.C. soFFTr PANEL IF GUTTER IS REQUIRED s GUTTER BRACKET PIECE OF TAPE MASTIC i— y ABOVE OR UNDERNEATH 8'PRECUT TAPE ACED UK.H3640 8 $ 13 ('CLASSIC'SHOWN) AS SHOWN HERE MASTIC(MK.H3640) UNDER THE UP OF BETWEEN BRACKET OUTSIDE PANEL CLOSURE H1O60 FASTENERS AT THE GUTTER \ AND PANEL.DIRECTLY H1040 FASTENER AT 12'O.C. H3400 AT"CLASSIC'PANEL 'a 5 JAMB TRIM MK.SCT - 12'O.C, 7)H1030 IN PANEL AS SHOWN BELOW \ UNDER FASTENERS H3420 AT'ACCENT'PANEL R O ACCENT/CLASSIC FLIT,3-O.C.ON J H3410 AT'REVERSE CUlS51C' � �n MK.JTD—O REVERSE CLASSIC WALL PANEL(Flt10 MAX SOFM TRIM NK. SCT PANEL ; $ I P. (INSTALL PRIOR TO SOFFIT PANEL) CUT AROUND PURUNS) 'CFR"ROOF 1 1/2'TAPE (4) H1050 FASTENERS . OF EACH PANEL AROUND W. BEAMS) ' 8 AT BUILDING STEEL LINE STEEL LINE AT BUILDING MASTIC TA H3001 IN THE FLAT STEEL LINE AT BUILDING WALL PANEL(FIELD CUT .11 rid W STEEL UNE AT AT BUILDING STEEL LINE NOTE 1 3 4'TAPE H1020 FASTENER 1/2 TAPE MASTIC !r RARE ANGLE KEEP FASTENER A MINIMUM OF 2" _ AT 6'O.C. K.H3010 BETWEEN n AWAY FROM ANY RAKE CLIP. DO °NK. H3000 - GUTTER AND PANEL STEEL.UNE AT 4' END(>F ROOF PANEL FAVE S n NOT FASTEN THROUGH RAKE CUP. REEME INSULATION 12 .C. (11 H1050 a ION HiD40 AT 12'O.C. EAVE PLATE FASTENER lR PER BRACKET 1 3/4• (2)H1050 1/2'OR 1 1/2' 1 1 2' EAVE MEMBER FASTENERS PER � OF BRACKET VARIES OUTSIDE PANEL CLOSURE BEND 3" H1040 AT 36'O.C. H3400 AT'CLASSIC"PANEL BfTACKE? 1/2'OR 1 1/2" H3420 AT ACCENT"PANEL a SCULPTURED FAVE H3410 AT'REVERSE'CLASSIC PANEL GUTTER FIAliCER K OF a TRIM MK.SET01 MK. H2640 GUTTER H1060 AT 12'O.C. 0 SOFFIT PANEL. GUTTER MK.GrA_ H101H1 AT 12'D.C. LJ LINE AT VARIES p 1 SiFF1 LINE HAT TRIM MK.LETT a Z H1040 AT 12"O.C. SAVE EXTENSION AT BUILDING Cf)STANDARD RAKE EXTENSION ROOF EXTENSION AT HIGH EAVE o - SEE WALL SHFP�TING�ERECTµION��fOPRR'FARSTE�NER LOCATIONS TRIM_849EL EXTENSION STEEL LINE GUTTER (IF REQUIRED SEE ROOF AND wAu.ERECTION NOTES FOR FASTENER LOCATIONS TRIM_875 o SEE WAIL SHEETING ERECTION NOTES FOR FASTENER LOCATIONS d Cq U APPROVED AS NOTED H D (0 — CD O Reviewed for Code Compliance for those items W� w w � N O listed on the application for permit. a LLI � 3 OU = W o O Project shall comply with permit conditions as o U m N Np noted on the permit. a d 0 ,- The plans shall be on site at the time of the ��rj CHRIS>! O inspection.Failure to have permit and plans on °gL ,ry U site may require re-inspection. yc Any plan revisions shall be submitted and approved PRIOR to installation or field changes. s Changes in Engineering Documents or Details require a letter and stamped detail unless 07/27 2020 otherwise approved. e $ 'SeB'c��g3 O o 1T,£� lra�8 Mason County Permitting `s ��� o -gag- F"$Hsy sc o�s�g O gE ge3" a;�g�Qn Q �v•mt4 E� �;;m'd Y O