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HomeMy WebLinkAboutCOM2021-00006 Hot Pit Bld A - COM Application - 12/2/2020 MASON COUNTY COMMUNITY SERVICES Permit No: OyI Za 600,0� PERMIT ASSISTANCE CENTER: •BUILDING•PLANNING-PUBLIC HEALTH•FIRE MARSHAL 615 W.AIderStreet,Shelton,WA98584 Phone Shelton:(360)427,9670 ext.352•Fax:(360)427-7798 Phone _ ! Beltair.(360)275 1467•Phone EJma:(360)482-526904a . BUILDING PERMIT APPLICATION UkC PROPERTY OWNER INFORMATION: CONTRACTOR INFORMA ll`�: NAME:Ridge Motorsports Park NAME:Ridge Motorsports Park � A�d�/ � MA LING ADDRESS:PO Box 2467 MAILING ADDRESS:PO Box 2467 t vat CITY;Shelton STATE:WA ZIP;98584 CITY:Shelton STATE:WA ZIP:98584 PHONE#1:360.427.7223 PHONE:360.427.7223 ('EL 206.900.5370 PHONE#2:206.900.5370 EMAIL.;trade@ridgemp.com EMAIL:tracie@ridgemp.com L&I REG# EXP. PRIMARY CONTACT: OWNER[i GM CONTRACTOR❑ OTHER❑ NAME Trade Schmitt EMAIL trede(dridgemp.com MAILING ADDRESS PO Box 2467 Clay Shelton STATE WA ZIP 985 PHONE 360.427.7223 CELL 206.900.5370 93rl JILDING PARCEL INFORMATION: PARCEL.NUMBER(12 Digit Number) 420041000000— yZ oz�AIZV SUo-co ZONING RTC-Rural Tourist-Campground LEGAL DESCRIPTION{Abbreviated) NE NE&W1/2 NE FIRE DISTRICT West Mason SITE ADDRESS 1060 West Eeils 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: (C6eckaridwappty): SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW© ADDITION❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE Okddence,Gmagy Conmv.al Bldg,Etc)Day of use shelter/garage,maintenance&dry storage IS USE: PRIMARY❑ SEASONAL® NUMBER OF BEDROOMS NUMBER OF BATHROOMS HEATED STRUCTURE? 415'(WholeBIV[l YFS(P- q/B1d7)[j NO® _ DESCRIBE L (� SQUARE FOOTAGE:(pmpoxd) Garage 1 30x160,Garage 2 30x16o, 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 sq.ft Attached❑ Detached❑ CARPORT sq.& 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 D No bathrooms In bulldin ys. PLUMBING IN STRUCTURE? YES❑ NO® Ifyes,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 permit and to do the work as proposed.I have obtained permission from all the necessary parties,including any easement holder or parties of interest regarding this project. The owner or legal representative,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection.This pernittapplication 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 DAP OF MO E WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON UN ODE 14.08.42) 12, ZcD 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 Sr . N THE RIDGE MO PORTS PARK 1I n �// - 0 73 130 300 `�� ✓I V00o� VV ! SECTION 4,TOWNS P 20 NORTH,ftAvl *(M I G o bid MASON OX*-MTSA•e•S ARE MEASURED FROM THE FURTHEST PL PROJECTION OF THE BUILDING RECEIVED j E C E I V E D FISTING PAVED RACE TRACK APPROVED 1FS` MASON COUNTY DCD PLANrlING DEC '- � --------"- --____.-- � �\ \\ , l SITE PLAN REQUIRED TO BE ON S TE ��, OZ 2�i2O / ��--------- --- _.� --__7, , CHANGES SUBJECT TOAPPP,OV 15 W. Ald et BY Date�' 1 \• ��• a i V1 G, F�L Pr 2,0 Zl - ooco INFO AIRPORT PSYST�Ali TER \ ��, / f i _1���� APPLICANT. 0066 RID E�IILS HLL RRG C (SH 3EL;M WA YBSN j ` I `�� (3601427-7223 / - - PAR NOS 42004-24-00000.4 -----------.-.-.--.- ---.-._--._._.-.—�._.—___- --'_ - - _ _ i� -^�-f ADDRESS` ,(..WNFF115 L 4RD SHEL SHEL 9TE AREA: 770.03 Af]iE5 WATER GROUP•A•WATER SYSTEM SEWER COMMERQAL SEPRC SYSTEM 1 N` \ FRENCH DRAIN _ —� PROPOSED - / \ `E70SR --NG INFILTRATION OARAi _'ni LEGEND ice•- \ / TRENCH,Z370 LF OF ==_= EXIS - __ / /� .lug EXISTING PROPOSED —.—.—_ _s.._..s���G� _ _--'_- �T...•/ /f /,i1� `i —W— _ w— WATER MAIN � � •--~ / \ -+-'—•-----' / � —SS— —u— SANITARY SEWER MAIN -- , - ^r /�• —�— —RI— FORCE MAIN ��•---"'� 'CO KART INf�LTRA110N - �� .-.-- �.' TRENCN.';20 LF ----E)OSI*fG PADDOCK✓^ ,'' (- .tea.J ,�` \' ' S1-_.,.. i —SD— STORM MAIN 1 s� / G.5 TTRAGIC EXISTING I 11 EXPANSION�D�;o � / �_ __--4.�� —RD— —Im— ROOF DRAIN ,QI:S SCALE) - �RESIROOMS - -—---_- -----—------`---- C =�--WEST EELL,S F((LL RiAD---- —�•,:�,�``�, \_- -' -J —c— _._G— GAS LINE -s26---- e --- _ - ________ _ -_ I-7 Nam• __ -- --,Ita— _OCP_ POWER LINE �� 1 Ell a ( l - is i,•\ a iI�T` -i-^�Fr^.r P'__-��•__� �1 � am ; All � a�, `mot � `� 1, �, _ i•---------- a„a ., z.a:a.a.ascnz��____ -_____ , _ (I �c• —•—T TELEPHONE LINE II) ,�✓ / I I_-_ -� IJ� . /- / "�_____"=/ _ z= I --TV— —CATV— CABLE TV LINE Y -\�•_`\ ` 1`------" � - -------- YY \ �t 1 --) \ \ -- YCY ) ROADWAY CENTERLINE \� a R� i .•'7Y �: ``J?h I s\ j 1 °'' �'� _ i / �,` .�-_-�\ fi i 1•�150' \ `gq� Gl1-0- Av LINE THE RIDGE MOTORSPOR'IRS�f J& KKK EASEMENT LINE \ �� i ;• Y f. '' i i i i 1 \\ / s l _- / __ _______ ' �- •��-__'_a �I � \ r�' / 1 i L_--.;7 /�/,,a aE\�`as\a S `TJpKD FN 4 W,W-M. 7 50S �STORMWATER0& AS'� ° ��' I'SHOULDER a —�— EDGE OF PAVEMENT 1 --------------—.-_ Ex SEPTIC ----------�--------- -- - ---=--- - - - -- ------- - - DRAIllf1E1D AREA -__.-__ EXISTING DRIVEWAY ACCESS AP P. O /E G ADMINISTRATION MASON COUNT M _'R'`��T SITE PLAN REQUIRED TO BE ON SITE 6�E 12 4 2020 ,iw NuuaTe RANGES SUBJECT TO APPROVAL 14050 Engineering RWB Y Date Ent ENMEEMNG-LAID PLAMENG-UTIUTES ALE - MASON NTM'WA DRA.N NAME ►A&.0 OF.(M 71U-BII OW11Sw l� FAX( 7q-6K7 NO. DATE REYI90N OF t THE RIDGE MOTORSP scALE ,s0 FEETO RTS PARK 0 75 1sD aoo SECTION 4,TOWNSHIP 20 NORTH,RANGE 4 WEST,W.M. MASON COUNTY,WASHINGTON EMSTING PAVED RACE TRACK ECEIVED DEC 0 2 2020 ( _ 615 W. reet ` _ GRASS SRALE - V' W \ \��• 1 '� ','�� SYSTEM AM¢L --, ----------------------------------------------------- ----•--- --r FRENCH DRAW 's�• ! ;� -- J PROPOSED OT PIT -- \ E)OSTING INFILTRATION GARAGES x1ED' --.'. :�- \\ .—L• TRENCH,7.3 o'LF ( OF 2) -r'�3 ��==�-' E70SIN0 MIDGE ___-m ---— ------- --------------- GO KART INFfLTRATION ' TRENCH,}20 lF ✓'E)OSIP�D PDaSTING yL �/ (T:SSCALE) FESTROOYS I EXPANSON -�•p0r a.---- ---_' _ _ _ "WESTEELI�S'f��LMAD A71 rFUE1dI --- --_---- '--- - --____ :- - .M �- -�n ` ___� i '�,`- SZb•_ ___- � •.q.-'_�4`d!:"--� {-�F��II�Jy(;' 1 �" \n" .4-%C U /� T-- -' �;=�g...o.��...a..3_��a== __ -_ pia �- 4/ ; i r � -;i=- ----- , EBX i III DRAT FIE D AREA LOSIING DPoVEWAY ACCESS STING ADLONISTRATION BUILDING PROPOSED TRAOK MANTENANCE/AGR,CULTUR£BUILDING 50'100' 20'SrTBACr MOM P/W 12 4 2020 fix[ M Engineering Rye 14050 OYL ENGRIF➢dNG-LV10 PIhINNC-U7IR0 ALE _ MASON COUNTY;WA DRAWNO NAME PA 1:93 OR(MO)70-Mg OBINA lL on FAX(SO)710-M2 NO. DATE REVISION OF, 4 • } tT. J `t > A. i li 1• i .. i !� 3 i I1 I 1 -* Structure is limited io S-' Code- Approved vehicle parking with no exchange of major parts. Add an exit door in this *No Fueling allowed in structure. area, okay in lieu of window. Swing in direction Owner is to Provide an NFPA 72 No handling storage of of egress. Provide exit compliant "addressable fire alarm g or g na e si . system" under a separate permit. hazardous materials without fire g g de t approval. The alarm system shall be p pp completed and finaled prior to final Spill kits are required f r this , IV occupancy. structure. 8 BayFw�ithindows for fire exit -_ ___ _. 545. Eee emergency lighting Provide Exit =emergency ery Signage Change 30x160 open spac no interior walls R swing of door to direction of exit travel Man Door[ M n Door Fire Exit Fire Exit .a•n•. .IV P. . .tao•. aaa. nuo•. • .lay- .iv o. ,er. 8 Bays with garage doors for fire exit 'rovide Exit each door will have a fire extinguisher mounted �ignage APPROVED AS NOTED RECEIVI Reviewed for Code Compliance for those items Approved Plans as Noted listed on the application for permit. DEC 0 2 2020 FUISON COUNT' COMMUNITY SERVICES Project shall comply with permit conditions as 615 W. Alder Street 2A40BC Extinguishers noted on the permit. 9 locations 4 exterior The plans shall be on site at the time of the COM2021-00006 inspection. Failure to have permit and plans on BUILDING 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 DLF 300 sq ft pp for S-1 @ 16 people. otherwise approved. I � N _ o N PROJECT NUMBER: U20HO620A III E too r41 M E M B E R CERTIFIED L = 0F:1 PROJECT NAME: Ridge MP Hot Pit G9Aw47.1 sm s PROJECT LOCATION: Shelton, WA �;,;11�,;. BUILDING SYSTEMS � Es A DIVISION OF NUCOR CORPORATION CUSTOMER: D&R Communications Inc. BUILDING LOADS U Notes and Specifications DESIGN CODE: IBC ,B ; Bullding Erection Not ROOF LIVE LOAD: 20.00 PSF MBMA OCC. CLASS: II s 1)Th■general contractor and/ar erector Is reopens Ibl•to saey and Drapery YES NO LIVE LOAD REDUC113LE Yee erect the metal building system In conformance with these drawings,OStA requirements and metal building system In conformance with these drawings, PRIMARY AND SECONDARY STEEL PRIMER COLOR:RED ❑ FASCIA, PROJECTION: TOP OF FASCIA HEIGHT: GROUND SNOW LOAD: 25.0 PSF SNOW EJ(P. FACTOR, Go:1_0000 Do S' OSHA requirements and either MBMA or CSA S1a etandands pertaining to proper erection.This includes,but Is not limited to,tin•correct use of temporary ROOF SHEETING, TYPE: SS 24 GAUGE,FINISH:Pearl Gray PVDF FACE PANEL, TYPE: -GAUGE,FINISH: SNOW IMPORTANCE FACTOR, Is: 1.00 guys and bracing where needed far equarinp,plumMnq,and securing the cLi v structural and secondary framing.Secondary wall framing To= (gilts or ROOF PANEL CLIP TYPE: Tall BACK PANEL, TYPE: _GAUGE,FINISH: 100 YEAR RAINFALL INTENSITY (IN/HR): 4.0 dr bar fete)an pat designed to Nnatan os a wok pbNonn or provide eare�r Uerorc attachmsrrt In accordone.with OSHA ngWnmertb. THERMAL BLOCKS: Yee EPS FOAM SPACER: No CAP TRIM PAINTED: BASE TRIM PAINTED: WIND:110/ 85 MPH Secondary roof framlrg m.mb.re(purllm or bar)aisle)era not ddprsd Chit)/IVaed) to provide safety trot!attachrterf In accordance with OSHA requirements. CLOSED SYSTEM, CLEAR UNDER SOFFIT TRIM: COMPOSITE CFR DECK, TYPE: N/A GAUGE,FINISH: C & C PRESSURES (PSF): 24 / -32 2) It 1.th Ame Bak tty of fnp rsq*motor to iiints: k le the respon.IhOlty of the erector to insure propr bait Ughbhese in SOFFIT PANEL, TYPE: _GAUGE,FINISH: EXPOSURE: C p'F accordance with applicable m9uI=.See the RCSC StIt otlm for ROOF LINE TRIM, PAINTED:Brite Red PVDF 1 Slruetuml J J f.U.hra A325 or A490 Bogs for mom Infomhauon. SOFFIT TRIM AT BUILDING LINE PAINTED: UL 90 NO 5 bi - EXTERIOR WALL SHEETING, TYPE: CW 26 GAUGE,FINISH:Charcoal PVDF The following cdterta may be used b determine the bolt Ughtnne Classic Root-Conxt.No.1t11 ;Cb•Nc Roof w/Translucent Panel-ConeL No.107 � 0.&,'mug-tight'or Yuty-pretenstoned'),a im required otherwise by EXTERIOR WALL CORNER TRIM FINISH:Charcoal PVDF ❑ OPEN SYSTEM, (NO SOFFIT PANEL PROVIDED) CFR Roof-ConaL No.W2 ; CFR Roof w/Translucent Panel-ConeL No.500 ; S local Jurisdiction or contract requirement CLEAR UNDER FASCIA: Composite CFR Reef-CaneL No.SB2A;VR1B II Roof-Const No.732 A) . Al MGG bolls share be'ful"notmeloned'. SEISMIC INFORMATION Ss:1.553 51:0.594 B)NI A325 looks In primary framing(rigid faes m and bracing) EXTERIOR BASE TRIM, PAINTED:Charcoal PVDF may M'enuq-Uyht',exce a.follows ' ypNy.tn.rw A;2,pate H; FRAMED OPENING TRIM, PAINTED:Charcoal PVDF ❑ p PET SYSTEM Design Sds/Shc: 1.242/0.678 Site Class: D a E a g a)Building 5 tton�ante a acne sy.t.m with a capacity greater WALL FRAMED OPENING, SIZES: FSW(8) W-0'x4'-O', Bill O 3'-6' ❑ STRUCTURAL PARAPET ❑ NON-STRUCTURAL PARAPET Seismic Imp. Factor. 1.00 Seismic Design Category: D Oa b)Building supporti machInsy that creates vibration,Impact TOP OF PARAPET HEIGHT: Analypis Procedure: Equivalent Lateral Force Method or•thee-rsvareale an the connections.The Engineer-of- BSW(8) 16'-0'x8'-0' far •project should be consulted to awluate � asic S 4teel(IIOIIteflt Friaries k � Record f the B FRS: OrdirHay for this condition. BACKER PANEL, TYPE: GAUGE,FINISH: c)The project site Is located In a high wornTo area.For LEW(1) 3' 4'x7' �sr - Oftlnay Sbel Conc.-Braced Frames IBC-bassd codes,'High Seismic Area'Is defined ce ❑ tel CANOPY, PROJECTION: 'Sdemla Dsslgn category'of V''E',or 7.See the REAM(t) 3'-4'X7'-2' NOTES: S 'Bullding leads section or this page for the defined AT EAVE LINE ❑ BELOW EAVE ❑ 1)COLLATERAL DEAD LOADS,UNLESS UTHERWISE NOTED,ARE ASSUMED TO BE sslmdo design category for this project INTERIOR WALL SHEETING, TYPE: N/A -GAUGE,FINISH: UNIFORMLY DISTRIBUTED.WHEN SUSPENDED SPRINKLER SYSTEMS,LIGHTING.HVAC d)Any connection designated In these drawinge ae'A325-SC". ROOF PANEL, TYPE: GAUGE,FlNISN: EQUIPMENT.CEILINGS,ETC.,ARE SUSPENDED FROM ROOF MDABEE28,CONSULT 7HE M.B.S. 'SUP=IIoal(SC)'connections must be free of paint,oil, INTERIOR CEILING LINER, TYPE: N/A GAUGE,FINISH: IF THESE CONCENTRATED LOADS MEED 500 POUNDS(USING THE W®MWNT DETAU or other matedal.that reduce friction at conduct surfaces. OR 200 POUNDS(USING THE FLANGE MOUNT DEIAJQ,OR IF INOMDUAL MEMBERS ARE Galvanized or lightly rusted surfaces are ccceptable. INTERIOR WALL TRIM, PAINTED: N/A SOFFIT PANEL, TYPE: _GAUGE,FINISH: LOADED SIGNIFICANTLY MORE THAN OTHERS. C)In Canoda,all A325 and A490 bolts shall be'fully pre-teneloned',exapt for seemdary members((ppuurilne6 gkts.opening framing,etc) and flange brave. YES NO SOFFIT TRIM AT BUILDING UNE PAINTED: 2)THE DESIGN OF STRUCTURAL MEMBERS SUPPORTING GRAVITY LOADS IS CONIROLM D)Secondary mernbe a(purins,glrte,opminq framing,etc.)and flange brace BY THE MORE CRITICAL EFFECT OF ROOF LIVE LOAD OR ROOF SNOW LOAD,AS nectlone may always be'onug-Ught',unties Indlmtad olhenwlse In thus CLEAR UNDER CANOPY BEAM: DETERMINED BY THE APPLICABLE CODE drawings. I$( ❑ DOWNSPOUTS PAINTED: Charcoal PVDF GUTTERS PAINTED:Brite Red PVDF 3)The metal building suppiter shall be naLYNd prior to any field modWiGaUcoe. fezr SNOW Modification■•hat be approved by the metal building supplier before work is ❑ X WALKDOORS, QUANTITY: PAINTED: ❑ EAVE EXTENSION, PROJECT10N:1'-0' THE CONTRACT TRACT SPEq THE SNOWULOAD..WWHICHEVER IS t�TER TTHHIS VAIIIE.Plm, CODE undabaken. SOFFIT PANEL, TYPE:CW 26 GAUGE,FINISH: Charcoal PVDF APPLIED cDMatunaN WITH THE DEAD AND COLLATERAL Laws. ROOF show W OTHER 7 4)Common AbbreviaUarr. ❑ WINDOWS: PAINTED: LOADING CONDITIONS LS DETERMINED PER THE SPECIFIED BUILDING CODE a 7YP UNO-Typical Unless Noted Otherwise SIM-Similar - b3 SLV-Short lap Vertical g NIC-Not In Contract SOFFIT TRIM AT BUILDING LINE PAINTED: Charcoal PVDF Z c LLV-Long Lap Vertical h sL-Steel une X ❑ INSULATION (NOT 13Y MBS), ROOF: 4 INCH WALLS: 4 INCH d NS 4 FS-Near Side and Far Slde I N/A-Nat Applicable X ❑ RAKE EXTENSION, PROJECTION: V-0' BUILDING e DAL-Drrall L.ngth MBS-Metal Building Supplier ❑ CRANES (SEE CRMIE PLAN FOR ADDITIONAL CRANE INFORMATION) _i 5)ConetrucUm bads shall not be placed on any structural obeel framework unless SOFFIT PANEL, TYPE:CW 28 GAUGE,FINISH: Charcoal PVDF = such framework Is nod*baled,welded,or othenl•�adequately secured. ❑ MEZZANINE (SEE MEZZANINE PLAN FOR ADDiT1ONAL MEZZANINE INFO) ROOF DW :3•50 e)Purilns and girt.shall not he used a.an anchorage point for a fail amst system SOFFIT TRIM AT BUILDING LINE PAINTED: Charcoal PVDF unless written approval Is obtained from the metal building supplier. PR.'COL. PS :2•GO U U 7)'Pufllne may any be used as a wopdng/w«Mnq surface when Installing safety ❑ X WALL TRANSLUCENT PANELS: SEC.COL PS :2.00 Z syste and fail after ail permanent bridging he.been Installed an fat X protection ❑ PARTITION WALL SHEETING SNOW Cl:1.20 to provided. ❑ IK ROOF TRANSLUCENT PANELS: (n a)CmsWctlm loads may be placd only within a zone that I.within 8 rest of the PANEL TYPE: GAUGE,FINISH: SNOW Cs: 1.00 z w center One of the primary support member.CFR bundles should be placed d1m.11y INSULATED PANELS YES❑ NO❑ ROOF ; ,.00 J F-' awr the rigid frames. 9)NI lifting devlow must meat OSHA or MSHA standard.and In no ogee la k ❑ PIPE JACKS, SIZE: QUANTITY: PARTITION WALL TRIM COLOR: ROOF 25 _ w acceptable to use structural members wpplled by the mes Go a spreader bar ar .00 lilting rievks. WAINSCOT ❑ X ROOF FRAMED OPENINGS, SEE ROOF FRAMING PLAN FOR SIZES ❑ WIND ENCLOSURE oeed p/J N GCP1:a-o.1B Casey Christiansen � U ❑ ]� RIDGE VENTS, 10'-0' LONG X 9' THROAT. QUANTITY: WALL PANEL, TYPE: -GAUGE,FINISH: SEISMIC R: 3.25 07/27/2020 W 1 NI eWctural ets i Uons and welded plats msmbsn are designed In BASE TRIM PAINTED: JAMB TRIM PAINTED: sBslec�Cs: 0,383 I have reviewed this document = W CD accadare.with ANSI/NSC 35D'SpecifbaUom for Structural Steel Buildings' BASE SHEAR(KIPS):: 24.09 Case Christiansen nbsut.com Q C) or the CAN/GSA 510'lJmlt States Design of Steel Structures ;as required by TRANSITION TRIM PAINTED: y tl cn o the appelnc d building code. W w J �J C) 2)NI welding of structural steel le based on either AWS D1.t 'Structural Welding hu O Q O 0 Gags-s 41'or CAN/`SSA W59'Welded steel construction(Metal"' ERECTION MANUALS REQUIRED Wslding)',as required by the specified building code. z LU a,U = O C] M cold formed members ore designed In accordance with MIST NSI S100 or APPROVED AS NOTED f-(� CD W I 3 CAN/LSA 8136^Spec�catione for the Design of Cold Formed steel Structural FOR OCCUPANCY (RISK) CATEGORY I OR 11, IBC PROVISIONS (ERECTION SHIPPED ham THE W p o o ob = Z =o T M.mbere;a.required by the specified building cods. INDICATE THAT SINGLE-STORY BUILDINGS SHALL HAVE 'NO BUILDINO IN A WAREHOUSE PACKING CRATE) a r. U Q (� coo ? O 4)All welding of cold formed steel le based an AWS DI.3'Structural Welding Reviewed for Code Compliance for those items Cade-Sheet Steel'or CAN/CSA W59'Weidd Steel ConArudbn(Metal Arc DRIFT UMrr PROVIDED THAT INTERIOR WALLS, PARTITIONS, ®CFR ROOF N H9700 OR ❑H8260 ❑SINGLE CURB (H9850) N Welding)',as required by the pedned building cod.. CEILINGS, AND EXTERIOR WALL SYSTEMS HAVE BEEN listed on the application for permit. ❑CLASSIC ROOF ❑H9420 OR ❑H8201 ❑DOUBLE CURB (H9800) 5)This Metal Building Supplier facility Is AS AC-472 Accredited and DESIGNED TO ACCOMMODATE THE SEISMIC STORY DRIFTS. CAN/CSA A650 and W47.1 C.Mfld Of applicable)for the design and INTERIOR WALLS, PARTITIONS, CEILINGS, OR EXTERIOR WALL 0VR16 II H9925 t•��T CHAvJST O manufacturing of Metal Bunding Systems. SYSTEMS NOT PROVIDED BY THE METAL BUILDING Project shall comply with permit conditions as �� 04 K4 j-7 U B)ifJoide are Included with this project,they an shypl MANUFACTURER SHALL BE DESIGNED AND DETAILED BY led as a part of the system.en9lnewwd metal building and one fabdoatd In accordance with noted on the permit. the requirements of Section 1920.75R of the OSHA eafety atandarde for OTHERS TO ACCOMMODATE THE SEISMIC STORY DRIFTS. y steel erection,doted January 18,2001. SEISMIC DRIFT VALUES MAY BE OBTAINED FROM THE METAL Material Spealticatlons BUILDING MANUFACTURER. The plans shall be On site at.the time Of the DRAWING INDEX Plate and Flongs Material: THIS BUILDING SYSTEM DESIGN IS BASED ON UNIFORMLY inspection.Failure to have permit and plans on 52021 5'- 12'Wide,to 1 Ile Th.-A=trade 55 APPLYING THE CONTRACT-SPECIFIED LIVE LOAD AND ROOF Y I�� SNOW LOAD. IN ADDITION,THE DESIGN IS WED ON � site may require re inspection. ss1 Up A1 QP "alit- Structural Web 011 SS(os H SLAS pan 1)Cnade 155 Hot-Ranted Structural A35 or M72 Grads 50 or M92 crude 50 APPLYING A CODE-DEFINED LIVE LOAD (INCLUDING COVERSHEET- C1. C2. C3 structurol Tube A500 Grade B(46 10) APPLICABLE REDUCTIONS) AND A CODE-DEFINED SNOW LOAD Any plan revisions shall be Submitted and ANCHOR BOLT DRAWINGS F1. F2 07/27 2020 structural Pipe A500 Grad•B(42 KSI) (BASED ON CONTRACT-SPECIFIED GROUND SNOW) FOR ALL a roved PRIOR to installation or field Chan es. 3 Cold-Fortn•d Structural A1011 or A1039 SS(or HSLAS class 1)or A653 Grads 65 pp LOADING AND UNBAUANCED SNOW LOAD CONDmONS. pp g COLUMN BASE REACTIONS__F2 g.1 J. �u _ Thu-Fa.tend Roof Panel A792 Grade e0 Changes in Engineering Documents or Details E$���F.�e.-g;,- Standing Seam Roof Panel A792 Grad•5%Class 1 STRUCTURAL/SHEETING DRAWINGS_ Et. E2. E3, E4. E5, E6. E7. E8 t'�,,sE0e8 NI Wall Pnnel Profiles A653 Grade 80,Cie..1 or A792(lode 80,Class I _ require a letter and stamped detail unless _ ��s•g B Rod `In9 Aces Dii/DI63 or CSA W59 per Building Code __ sues __ otherwise approved. �s �� ; Elsa - High-Strength Bdte A325 Type 1 or M90 Type 1 Heavy Hex @yqg. nsk-RES'DETAILS D1, D2, D3. D4. 05, D8. D7, De Madhhe Botte A307 Grade A Han a €U z S I f gj d Mason County Permitting D9. D,D :„ € - r, INaFJ,IMK 1998.NUCCR wllalNG SYSn]IS .I�..�•c U Approved Plans as Note 3?a,�as.ga-ge�':ae F 3ES. CEO � N PROJECT NUMBER: MBMF7 U2OHO620A M E M B E R (br $ " 1 U = 01q PROJECT NAME: Ridge MP Hot Pit CERTIFIED CSA W47.1 PROJECT LOCATION: Shelton, WA ACCREDITEU ANUI LD/NS SYSTEMS A DIVISION OF NUCOR CORPORATION CUSTOMER: D&R Communications Inc. 0 V �Q •s W DC .0 O m tL O O F L 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. ) THE SPECIAL INSPECTOR'S DUTIES AS DESCRIBED N 3 ALL TESTSANDINSPECTIONSSHALL BE PERFORMED BYANP INSPECTION.NDEPENDENTTESTING H SPECIAL INSPECTOR'S E AS DESCRIBED T N IBC 1704.3 AND IBC 1705 ANDN INSPECTION AGENCY EMPLOYED BY THE OWNER OR ARCHITECT. gN$ n mj 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE TEST AND INSPECTION FIRM WITH A SCHEDULE TO FACILITATE THE PROPER COORDINATION OF WORK. Alap;ss 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: ` t-_ 8 e 1. MILL REPORTS AND IDENTIFICATION OF STEEL (AFFIDAVIT OF COMPLIANCE) ................................................................................................................................ ❑ ■ ❑ n OR 2. SAMPLING AND TESTING OF SPECIMENS ........................................................................................................................................................................................ El E] 'a� aka B. WELDING: u ! � 1. ALL STRUCTURAL WELDING (INCLUDES DECKING AND WELDED STUDS), EXCEPT WELDING IN APPROVED SHOPS PER IBC 1704.2.2 ....................................... ■ ❑ El ; 8 gv 2. ULTRASONIC TESTING OF FULL PENETRATION WELD CONNECTIONS AT MOMENT FRAMES, BRACED FRAMES, BEAM SPLICES, AND FIELD WELDS. .................... E] ■ El , W$w 3. STRUCTURAL LIGHT GAGE METAL FRAME WELDING ......................................................................................................................................................................... El El �$ 4 A C. BOLTING: E g 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 See Attached Special Inspection Form W r� U - Z U) 0 _ t5 a U owLIJ Z Q (D w� wW2i � o �o Wi Oz � m O 0 t,) m Dfw T = IL APPROVED AS NOTED �— N U o ? O N Reviewed for Code Compliance for those items �� 1 C% 2 listed on the application for permit. CgSr, O y U Project shall comply with permit conditions as CO :z - noted on the permit. 52021 The plans shall be on site at the time of their Mason County Permitting inspection.Failure to have permit and plans on ssl site may require re-inspection. 07I27 2020 Any plan revisions shall be submitted and 3 $ g��` E9 approved PRIOR to installation or field changes. Eeag ague Changes in Engineering Documents or Details s = g 8� `�z.-119 aga .€ 11G 0 require a letter and stamped detail unless ��U�a�cs�$= 7iLNEA1MK 1998,NUDDR BUILDING SYSTEMS otherwise approved. 3 qy 1- 0 U LEGEND Mason County PermittingSTANDARD '�II�EtL DS _AND n o Thickest Mat.Joined Weld Thickest Mal,Joined Weld FWS$-FILLET WELD,ONE SIDE m 1/2' FW 3 51/2' FW 3 FILLET LEG NEAR SIDE WELD: FAR SIDE WELD: .FWSS 53/4' FW_4 <_3/4' Fw_4 3" 3 a/Ie' Fw3s �.1 I 3_ ENLARGED DETAIL >3/4' FW 5 >3/4' FW 5 ~ FG-5 s 7 a �— ' $FlLLEr—/JTI�I FILLET its rr 3" FG-5 P_F_WS_#_<FG-S FWS4r FWD$-FILLET WELD.BOTH SIDES S FILLET FWDf DETAIL "A' FG-5 FWS4 3 F7Ls G FWDf S FG-5 4 14' FWD$ OR �- �� c o Fw0# FG-5' FWS4 FG-5 FWS4 5 516' SFILLET U WPS9 EAVE STIFFENER FG-5 FWS4 FWR_Full length fillet on near side with V REFERENCE EAVE Notch PL *(Max.D/5 or a'5 fillet return at both ends on •s x.s. a opposite side of plate. STIFFENER DETAIL F.S. EEDETRIL i. yp• CJPI FOR WELDS *wPss - T — FILLET LEG y�,Rf $ Fvysa FG�,W,,, *FG-5D# oQ TYp Stiffener Detail Section A-A FG-s F FvvD4 FG-s DR �— ,- L L SEE DETAIL F•S• Knee o WP7$-Full length fillet on near side of web With FG-5 �,� A N.S. 3'of fillet past Inner most hole In from each flange o 0 TYP. FIXED Typ. along the opposite side of web. ° 3- FG-5 FG-5 Fw53 BASE DETAIL 3 16' DR FILLET LEG rorwuAsr.rrvm.asr FWR# Structural Column /WP7f WP7—f o v a I� xacrvmtti rscxrw+cs $' n is R CJPt WPS9 Ze min See description aN sheet for WPS 5 i6' o 0 3' c r�g�g$1 3SW5 Base tale extension and anchor �ox locations may vary. 2FR FWS4 CJPI-COMPLETE JOINT PENETRATION.SINGLE BEVEL WELD 3 WPS7 FWS3 WPS4 NEAR SIDE WELD: FARSIDEWELD: CJPI _-- BACK GOUGE CJPI CJP2 - ascwrF W#:RANGES FROM FWE3 TO FWDS PER ENG. BACK GOUGE Wxonssx-um ' F n xT 7 WP##:WELDSIZE PER ENG.FULL LENGTH FILLET NEAR FG-5 WP#* 3" FG-5 2FR FW54 FG-5 FW34 5° BEVEL SIDE nctfeEva Sa�� W� � SIDE OF WEB W f M 3.OF FILLET PAST INNER MOST HOLE IN FROM EACH FROM FLANGE ALONG THE OPPOSITE SIDE OF WEB. FWS4 orawews7o THIS WELD TYPICAL FOR ALL FLANGE TO ENDPLATE WELDS SHOWN. ° ° FG-5 FWR# Pipe or Tube Column PURUN/GIRT/CHANNEL EAVE STRUT 3 VA ��F;jt 111 �� DETAIL-A' Tube Bracket QTM SHAPE QTy g SHAPE Typical Column TYP. PINNED � 1 SLOPE (2 08C060 2)8E2075 Perpendicular Knee Column See Weld Standard sheet BASE DETAIL Structural Details ICKNESS THICKNESS for WPS description See Weld Standard sheet SeewaldslandamsheetforWPS See Weld Standard sheet SIZE �THX SIZE T X for WPS description de for WPS description 1000 1000 ' Thickesl Mat.Joined Weld I-5 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 5 112' FW 3 0 5 3/4' FW_4 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 z 3" >3/4' Fw 5 O CJPI ,WPS9 if: 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 J Z.a. SEE DETAIL O ur- a f:FG-s wP## a FWD# *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 ° 3 FG-5 1/4 4'-12 C m o b E b o & a ;° h Z FG-5 FWS3 0 4m �m �N��b o o b .. m $ $ $ e o a N o •a b r oNNn [a ° . a e - 4 �o oN o�_Ee _ o� h;i ` cn DETAIL"A• n mm ga d o g nI nl ry ryAl NAl aN __n 1 NAI J '•rim '..� �m �� ELL c9 �' d '� b ,y, F' E d o "ri` o R isW i�c•J _m nm omY" _mH "o iv -mtl -mS3 '--I Z dd _ O F Fws3 wPS7 r, Typ.Flange Brace Clip Runway Beam " m a a m " ,� tl LL LL w H F- tJ rJ fV y1`1 13 t4 Vt4 'hl tJ IV �r4 'rJ C _ U U' N N N (7 (D Cry U' NQ �- �Q �Q N N tLL.J ¢ ¢ ¢ ¢ iE ¢ ¢ ¢ ¢ ¢ ¢ ¢ N (� 0 (9 r; LL 0 0 0 0 0 0 0 0 0 0 0 0 () rn 0 o o x x x x x x x x i x x x Q FwSI ,5 ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ to rn w m N rn 0 ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ W Z Q 1GFG R �- Pre��77 O O O O O 6 (D O a O O O O rt l O tJ 0 0 O O O O O Q O O O O 0 ` `7 a a a a a a s a a a a a a } as •tea a a a a a a a a O 3GFG w '� FG-5 FWS3-3'min weD g - _ .Y $ 3 B 1 a s = S _ it iI � � _ 0... UJ � � �p O ❑ +-' FO S rR a - a n n a a " 3 e k 5 5 e g c g a W $d O Q N O Z J m 3s J. ° g 3 i an y� = -s e s . e a =s o s a W z f, 2 ¢ O O = F1YD3 FGS E e a, n m $ w $o �0 6 ° �' q''� .y S 8^ E 3 NE `a, $ _ P `u Z O W v W m T rn ISWS R ¢ CJPI 0 3= +s. i r r - R a?� 3� a it _ y A W C.7 m o _ o N m TO U 't7 WPS9 42 cp 3 a. a' q >` 3c � E S E 3 L�9 3 9 9 9 3 39 9 ❑ y U m N O 3SWS s 3 gg g o o_ u 3 L° 3 3 Ctrs Y7 Ill td O o c� 3 ; 3 3 3 3 a 3 ; 3 u i3g 3 g3 3g a IY L=i❑ (� 3 ' d n FG-5 FWD 5 q co 3 3 s cC cz goN O rn Interior Wide Flange Fixed Base Plate Crane Stop a W ZN c tU U 3 3 0 0` o 0 3 3 3 3 3 ° 3 3 3 3 3 ' 'L5' 'o �' S o 51 5i 0' o Ei S o o �. O O tirOp 0 m ¢ c ¢ ¢ ¢ ¢ ¢ ¢ ¢ a < ¢ a ¢ a d E ¢ ¢ W LLQp a m� Zrn z� `c_ N v 3 m or w m o rn rn 3 v v_ m 3 3 3L 3L y a _ s2°at�p QJ Z cc 0 � ! rmi Q t t _ '2 v� v� o 3 3 m m g. c trio i7 m a sr' Y31Y3"" p t v r v, v « a m u- JJO _ p m m _ h ar 5 _ m d Eo Eo o2a° r«J 2 3 n n36 c c o� c� 3 '� om 'nSjLT QJ U_Q N 01 m U n._ s TYP n V <Y YJY .� v0 DO m OI C ..D F 9 .tl 2v • m spa m 9 _ U_� � w FWD4 FG-5 Q rG w 15 i3u m� nu �o r6n "ad 3 0 oin cN aoi b°' -°Li ` _ � . A m �� m`s `5 e c ° N� 07/272020 _ rn n o o E.' n c �AI cAI"-' o- 3 o.^I 5 m rn o• o- o-' o" o, « � wLL u7 FG-5 U dr o.- orn oin oo m a o� ��m E-y, J .y m .q. = G o o uo 00 0 0o r°'io a v" m €rn LL w °mio dm Q v FWD4 1n o o �`° w m{ .N o .y .N m m LL LL V _ _ m gd o- 3 c u _ uo _cJo a LL O Runway End ❑ °o '�: .0 a a n a a ¢ n. 5 m U �"Eq' o oV oy oy o _AI a=^„���8 U � O N `8" m o o n v a n rdm rdm o-`o ' o o" 9 s €L E n b D an oo $zc^ �z 'n _ p1rn m- v v N € € o E 8w �,ggE ! 2'3 NmU w `)' 3 3 3 3 n '2 o E` U (g t4 ,aN o o b vo go v ow silMs`gga9.c.. y.,-, 9LL� 3 8 $o 0 8 3 u« 5« g oa� o' M� $� O goo SPECIAL DETAILS r r _ ro N ro �, ro �, ro ro ro i�gs=� . `" rn oLL z �, Cn a `(' C7 1--i m C7 cn rn rn m LCE L Cl) ctDn criJ °vi d� `� ? o rn �a c5 See Weld Standard sheet a (9 ED o LL CO IL a a a a n EL rh In Cl)a 09 In a rn CO rn CO rn 13=-ea�E Flea U_ LL C7 N to N m N N m 3 3 o_ G- o_ a a. a � __�for WPS description - � pig i<.IRS' ": � N N o n � o ANCHOR BOLT SUMMARY M ary locate ((In) Type p(In) _ O 24 Ehl-11 3/4' F1554 3.00 O 28 Fram■ /4' F1554 3.00 N 25 Frame 1 F7554 3.00 S 0 ANCHOR BOLT PLAN GENERAL NOTES 1. THE SPECIFIED ANCHOR ROD DIAMETER m CS ASSUMES F1554 GRADE 55 UNLESS NOTED a OTHERWISE. ANCHOR ROD MATERIAL OF EQUAL DIAMETER MEETING OR EXCEEDING THE STRENGTH REQUIREMENTS SET FORTH 160'-0"OUT-TO-our OF STEEL. 9 High Eave ON THESE DRAWINGS MAY BE UTILIZED AT 2 3 4 cJ 6 7 8 THE DISCRETION OF THE FOUNDATION 20'-0" 20'-0" 20-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" DESIGN ENGINEER. ANCHOR ROD EMBED- NON MENT LENGTH SHALL BE DETERMINED BY n g 7 THE FOUNDATION DESIGN ENGINEER. 2. METAL BUILDING MANUFACTURER IS NOT $ m s <h RESPONSIBLE FOR PROJECT FOUNDATION oily @' + I D 1 ESIGN. THE FOUNDATION DESIGN IS THE '+ RESPONSIBILITY OF A REGISTERED $ 8 8 A a A PROFESSIONAL ENGINEER, FAMILIAR WITH •a a H A T T T T o o T A LOCAL SITE CONDITIONS. uft• $ g� s p D D D D D D r j 3. ALL ANCHOR RODS, FLAT WASHERS FOR 00 1 ANCHOR RODS, EXPANSION BOLTS, AS WELL >; b t7 iIc ) AS ALL CONCRETE/MASONRY EMBEDMENT • S �' O B I°°I B MANU FACTURER. ACTURER B ARE NOT BY METAL BUILDING a B H I—I Im co 4. THIS DRAWING IS NOT TO SCALE. c 1 50 E 5. FINISHED FLOOR ELEVATION = 100'-0' O ° = C CO UNLESS NOTED OTHERWISE. ■ ■ ■ ■ ■ ° I m H A : : :c: C: ■C. C: ■c. :: A H X 6. 'SINGLE" CEE COLUMNS SHALL BE Q C ORIENTED WITH THE "TOES'TOWARD THE X-Bracing X-Bracing d1 LOW EAVE UNLESS NOTED OTHERWISE. z 7. ANCHOR RODS ARE REQUIRED ONLY IN THE O0 QUANTITIES SPECIFIED. BASEPLATES MAY J BE FABRICATED WITH MORE HOLES THAN W 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-O" NEEDED FOR THIS PROJECT. U - Z 1 2 O LAW Eave B. THE ANCHOR BOLT LOCATIONS PROVIDED 0 3 4 5 6 7 8 9 BY METAL BUILDING MANUFACTURER U) SATISFY PERTINENT REQUIREMENTS FOR THE ANCHOR BOLT PLAN DESIGN OF THE MATERIALS SUPPLIED 13Y _ NOTE: All Baas Platea 0 100'-0■ (U.N.) THE METAL BUILDING MANUFACTURER, C7 Q N PLEASE NOTE THAT THESE REQUIREMENTS 0- J (� MAY NOT SATISFY ALL ANCHOR BOLT F- W Z Q CONCRETE EDGE DISTANCE REQUIREMENTS 0 LI.1 �j DEPENDING ON THE DETAILS OF THE = 1--. 07 Q O FOUNDATION DESIGN. IL W a, p BECAUSE FOUNDATION DESIGN IS NOT WITH- ii: 10 Q � 0 IN THE METAL BUILDING MANUFACTURER'S �W 0 U = SCOPE OF WORK, IT IS THE RESPONSIBIL- r () ro LU = r APPROVED AS NOTED TIY OF THE QUALIFIED PROFESSIONAL o p o h 06 U m N N DESIGNING THE FOUNDATION TO MAKE R U 0 D O CERTAIN THAT SUFFICIENT CONCRETE EDGE N Reviewed for Code Compliance for those items DISTANCE IS PROVIDED FOR THE ANCHOR h� CHR f listed on the application for permit. BOLTS IN THE DETAILS OF THE FOUNDA- �EO� Sri 0 TION DESIGN. � L��� U Project shall comply with permit conditions as y :z noted on the permit. The plans shall be on site at the time of the 52021�r inspection.Failure to have permit and plans onssja o Ota- 3/4" site may require re-inspection. 07/27 2020 Dia�1" Any plan revisions shall be submitted and approved PRIOR to installation or field changes. = gE2=,'=? Changes in Engineering Documents or Details � $. gam'p ,N require a letter and stamped detail unless sa,ez=gs 0 otherwise approved. M �sa�� ason County Permitting os„ er g LL �amtg Eoy uom'wei N N I o N � o B FRAME LINES: 2 3 4 5 6 7 E a) m Dia= 3/4" RIGID FRAME, tw omam m+FAanons T COLUMN LINE Frame Column --,--Dead-----Collateml- -----LWe---------Snow-----WIndJ.eft1- -Wind-RIghtl- jc I Una Line Hard Vert Horiz Vert Hariz Vert Honz Vert Horz Vert Horiz Vert �Qjr 2• A 03 1.7 0.2 0.8 0.9 4.2 1.8 7.2 -2.8 -5.7 1.0 -5.4 5;c 9O 2• C -0.3 1.8 -0.2 O.B -0.9 4.2 -1.0 7.1 --1.8 -2.8 3.3 -7.7 -T-- Frame Column --Vind�eft2- -Wind�yht2- --Wind-Longl- --WTnd_Long2- -Selemic_j-eft Seismic-Right 4- m c} ' O Una Line Hortz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert t7S g O 2• A -3.1 -3.2 0.5 -2.9 -0.1 -4.5 0.6 -5.6 -1.6 -1.6 1.6 1.6 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 00 p i p Frame Column -Selsmlc-Long MIN_SNOW-- 3 1/2" Z'e Una Hartz V- 7 Hartz Vert Ve7.98 -2.0 7.5 0 20 Frame lines: 2 3 4 5 B 7 8 1 1/2" 1 1/2" H I ENDWALL COLUMN: w=omom wA moue(k) CS 11, EW Wind Wind Wind Wind Wind Wind Wind Wind w 'V 'y Frm Col Dead Collat Live Snow Left1 Rightt Lsft2 Rightt Press Suct Lon gt Lon g2 c Una Una Vert Vert Vert Vert Vert Vert Vert Vert Harz Harz Vert Vert 1 A 0.6 0.1 1.7 1.9 -1.2 -1.9 -0.7 -1.3 -0.8 0.9 -1.1 -1.8 1 -[� 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 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: ANg10R eau=i BABE PlA1F! Sell Sale _ Frm Cal Left Right MIN_SNOW--EIPAT�L1- E1PAT--SL 2- Dia= 3/4" Frm Cal Anc.-Bolt Base-Fiats (in) Bev. Una Una Vert Vert Horz Vert Harz Vert Harz Vert Una Una Qly Diu Width Length thick (in) 1 A 0.1 0.0 0.0 5 0.0 1.1 0.0 -1.1 1 B 0.0 -00 0.0 5.4 0.0 1.1 0.0 L2 01r 1 C 0.1 0.0 0.0 T7 0.0 -0.1 0.6 0.9 �Ojr 2• A 4 0.750 8.000 1275 0.375 0.0 $ n N 2• C 4 TODU 8.000 12.75 0.375 0.0 --;-- � Wind Wind Wind Wlnd Wind Wind Wind Wind Frm Col Dead Collat Live Snow Lefti Rightt Left2 Rightt Press Suct Longl L.ong2 g r 5I S 7 2• Frame lines: 2 3 4 5 6 7 8 Una Une Vert Vert Vert Vert Vert Vert Vert Vert Harz Harz Vert Vert z G S a' O O 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 5 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 �c m ,'�• r 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 00 p � p ENDWALL COLUMN: At+fatome eaaa ar�PLAtfa Sete Seis 8 S 1 3 1 2" Fmn Col Aac.Sait Baae-Plate (in) Bev. Frm Cal Left Rlgtrt -MIN SNOW--E2PAT SL1- E2PAT_SI�- >_ / Una Una City DIG Width Length thick (Tn) Una Una Vert Vert Harz Vert Harz Vert Harz Vert - - -- -- 9 C 0.0 0.1 0.0 1.7 0.0 0.9 0.0 -0.1 0.750 8.000 5.259 0.375 0.0 9 B -0.1 -0.1 0.0 5.4 0.0 1.2 0.0 1.1 1 A 4 r - d „ 9 A 0.0 0.0 0.0 1.9 0.0 -0.1 0.0 0.9 Pd 1 B 4 0.750 8.000 8.250 0.375 0.0 : $ g a 1 1/2" $ EW 1 c 4 0.750 8.000 8.250 0.375 0.0 BUILDING BRACING REACTIONS ' g- W 9 C 4 0.750 B.ODD 8.250 0.375 0.0 9 B 4 0.750 8.000 8,250 0.375 0.0 9 A 4 0.750 8.000 8.250 0.375 0.0 t Reaction(k) Panel Shea -Wall -Col -Wind--$alemlc- (lb7A) See Plan Lou Une Une Harz Vert Harz Vert Wind Sale DETAIL B GENERAL NOTES L EW 1 B.0 1.7 1.4 1.9 1.5 -- 1. ALL LOADING CONDIRONS ARE EXAMINED. THE MAXIMUM AND MINIMUM HORIZONTAL(H) AND VERTICAL (V) F_SW C 2,3 1.7 0.9 12.6 6.3 REACTIONS AND THE CORRESPONDING VERTICAL(V) OR HORIZONTAL(H) REACTIONS ARE REPORTED. 7,8 1.7 0.9 12.6 6.3 Dia= 1 R_EW 9 CB 1.7 1.4 1.9 1.5 J L.,8-.I 2. REACTIONS ARE PROVIDED BY LOAD CASE IN ORDER TO AID THE FOUNDATION ENGINEER IN DETERMINING B-SW A Torsional Bracing Used THE APPROPRIATE LOAD FACTORS AND COMBINATION TO BE USED WITH EITHER WORKING STRESS OR ULTIMATE STRENGTH DESIGN METHODS. WIND LOAD CASES ARE GIVEN FOR EACH PRIMARY WIND DIRECTION. i 3 FOR ASS 7-1ED USING LATTER DESIGN WIND SPEEDS HE(Vu UNFACTORED LOAD CASE REACTIONS DUE TO WIND ARE 4. POSITIVE (+) REACTIONS ARE AS SHOWN ABOVE FOUNDATION LOADS ARE IN OPPOSITE DIRECTIONS. A 0 1 4" 5. BRACING REACTIONS ARE IN THE PLANE OF THE BRACE WITH THE HORIZONTAL REACTION (H)ACTING AWAY 2• 1 FROM THE BRACED BAY AND THE VERTICAL REACTION (V) ACTING DOWNWARD. Z O O •• •. 0 4" 0LU oo no •••'•• RIGID FRAME LOAD CASE ABBREVIATIONS: •••••• LL CLR. OPENING +� VARIES: _ Wind-L1/Wlnd_R1: LATERAL WIND FROM THE LEFT RIGHT. CASE 1 o COLUMN 2�"-3 u) U Wind_L2 1nd_R2: LATERAL WIND FROM THE LER/RIGHT, CASE 2 fY 2" 2" Wind_LnI Wind_.n2: LONGITUDINAL WIND CASE 11,2 E. (USE {2) 1/2` DIA EXPANSION z Seismic_ Seismic_R: LATERAL SEISMIC LOAD FR6M LEFT RIGHT BOLTS PER COLUMN LWIND{/_L LWIND/t_R E LONGITUDINAL WIND EDGE-ZONES ;,� FINISH ) rn SW F UNB-S - F UNB_S UNBALANCED ROOF SNOW WITH WIND FROM LEFT/RIGHT FLOOR GIRT DEPTH t 2 Z FJPAT_U.III AT_SL PARTIAL WE/SNOW LOADING FOR CONTINUOUS BEAM SYSTEMS J O J_ See Plan ENDWALL COLUMN LOAD CASE ABBREVIATIONS. ;. ';;d:.:;.;+ `• Collat:COLLATERAL LOAD .. DETAIL (�i Rafter Wind Rafter Wind_R: LATERAL WIND FROM THE LEFT/RIGHT e _'! ;?i.:••t (n Q = Brace Wind_L/Brace V _R: LATERAL WIND FROM THE LEFT/RIGHT t •••.'r '•r••• >':':...+r•:r.'• W „ Wind-P/Wind_S: LONGITUDINAL WIND PRESSURE/SUCTION ON COLUMNS a'•;•'•_.'•.' .•+ANCHOR^BOLT •. S F-• J - Dia= 3/4 Wind_Ln: LONGITUDINAL WIND SUCTION ON ROOF _ SECTION A W Z Q 1 1 Seis_L/S.LIL/ LATERAL SEISMIC LOAD FROM LEFT_/RIGHT •,�';;:;;;:; :`•:;"<';• •(';•;: O W E UNB_S L E UNB_S R: UNBALANCED ROOF SNOW WITH WIND FROM LEFT/RIGHT (RECOMMENDED) _ EJ'PAT_U_ E(PAT_-SL PARTIAL UVE/SNOW LOADING FOR CONTINUOUS BEAM SYSTEMS I-- C)TYPICAL OVERHEAD DOOR vi Q CD TYPICAL COLUMN BASE PLATE DETAIL FRAMED OPENING a UJ a, ._.L N O 4 O Q � co O in 01 0 z CO ccoo U W = r o j O 3 FOUNDATION DESIGN NOTES: APPROVED AS NOTED of EE 00 o ? N 3 1/2" 1. THE ORIENTATION OF THE ANCHOR BOLT DETAILS SHOWN ON THIS PAGE MAY NOT __l-_ Reviewed for Code Compliance for those items COINCIDE WffH THE ACTUAL COLUMN ORIENTATION SHOWN ON THE ANCHOR BOLT �hT LHRjs Q listed on the application for permit. r U DRAWING. PLEASE REFERENCE THE SIDEWALL (SW) AND ENDWALL (EW) STEEL LINES pp p o4 �, g" SHOWN ON THE ANCHOR BOLT DETAILS WITH THE ANCHOR BOLT PLAN DURING LAYOUT i F4J j�1 1 1/2 1 1/2" OF COLUMN AND ANCHOR BOLT LOCATIONS. Project shall comply with permit conditions as y :z 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 QUANITTY 52021 See Plan OF ANCHOR BOLTS REQUIRED. EXTRA BASE PLATE HOLES DO NOT NEED INFILLED The plans shall be on site at the time of the PER THE MBS DESIGN SPECIFICATIONS. inspection.Failure to have permit and plans on ssjavAT ' DETAIL D site may require re-inspection. 07/27 2020 Any plan revisions shall be submitted and i vo approved PRIOR to installation or field changes. � �sse`ge Changes in Engineering Documents or Details = iag� require a letter and stamped detail unless � ""_Esao z8�$�s= - Mason County Permitting otherwise approved. €�H -%,� N N MR." LL � Ss ";M FvmCY E S.�gem n R: N N N r o EXTENSION CANOPY BOLTS ROOF PLAN MARK QUAN TYPE DIA LENGTH High Eave EB-22 4 A325 1 2 2 1 9 EB-23 4 A325 1/2" 2" 8 1 160'-O"OUT=TO-OUT OF STEEL '-0" EB-24 4 A325 1/2" 2" EB-27 4 A325 1/2" 2" 2 3 4 5 6 7 8 EB-28 4 A325 1 2" 2" �20'-0"a �20'-0_"_e_\?_p 20'-0" 20'-0" 20'-0" 20'- " 20'-0' TABLE ROOF PAN MARK PART 0 60 LE3N1G.5T0H EB-21 JOBC060 51.750 EB-22 W8x10 33.500 EB-23 W8x10 27.563 0 gwmEB-24 W8x10 27.5631 C I I RF1_21 I RF7_21 I RF1-21 I -21 I =21 IRF1_2 IRF121 � -25 J08C060 51.750 ___-_ --- -__-_ -- _____ _ _____ EB q EC-21 EB-26 EB-27 W8x10 33.250 a EB-28 W800 28.563 W � EB-29 J08CO60 31.500 �! P-21 OBZ060 270.750 NI OSZ060 274.000 L` s a RF1-22 P-22 ER-21 RF1-22 RF1-22 F1-22 cb e ER-21 P-23 OBZ060 270.00020'-0" _____ G a„ a P-24 OBZ060 274.000 o0 G P-25 08ZO60 270.750 � I P-26 08Z067 274.000 f r;LL LL�. P-27 08ZO67 274.000 C EC-23 _ ru EC-24 E-21 OBE060 216.000 a F g � ----------- ----------- ----------- ------ - --------- - C I I RF1-23 I RF1-23 I RF1-23 I RF1-23 I RF1-23 I RF1-23 I RF1-23 I 3 E-22 08EO60 228.000 r` W t s E-23 OBE060 228.000 $g hop E-24 08E060 228.000 r Low Eave E-25 OBZ060 216.000 3 ' 'j j j§ �fj E-26 08Z060 228.000 r R E-27 08C060 251.000 E-28 08C060 238.500 E-29 OBC060 238.500 PRIMARY ROOF FRAMING PLAN E-30 OBC060 238.500 E-31 08C060 238.500 E-32 08EO60 12.000 E-33 OSZ060 12.000 ST-21 WOBS8075 234.750 Q CB-24 RD10- 290.000 1 g High Eave CONNECTION PL z 1�_ 160'-0"OUT-TO-OUT OF STEEL '-o" ATES ROOF PLAN O ❑ID I MARK PART 2 3 4 5 6 7 8 11 EEC01 I W 20'-0" 20'-0" 20'-D" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0° PURLIN BRACE TWO ROWS PER z BAY, SEE DETAIL ON SHEET D_ CO O to _ o a' `I EB-27 EB-28 EB-28 EB-28 EB-28 EB-28 EB-28 EB-28 EB-27�I a U mC I E-27 I E-31 I E-31 I E-31 I E-31 I E-31 I E-31 I E-27I 2m (1) PABOR (1) PAB08 F" w Z 4 A _ _ _26 _ - _ - - �(1) PAW7 O W � CID N E- 3 1 P-21 Typ P-22 TYP P-23 Typ P-23 TYP P-23 Typ P-23 TYP P-24 Typ P-25 Typ I -33 (1 PABOe d Q O ROOF FRAMING PLAN a- LLIU) W o Q o W O I CD G I (2) PABDS GENERAL NOTES U LLI _ =O OT Q Q I I OI L 1. PLACE TAGGED END OF RAFTERS TOWARDS THE LOW EAVE w O N U m cV OP-26 P-27 I (2) PA805 2 STD. ROD/CABLE SIZES PER PART PREFlx ARE: NROD c6B E RD05— = 5/8' ROD CA02— — 1/4 1RDO6— = 3/4' ROD CA03— = 3/8" CABLEE- 2 _ 3 _ 4 - _ _24 _ E-32 1 PAB04 RDO7— = 7/8" ROD CA04— = 1/2" CABLE — RDOB— = 1" ROD y o 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 �cV (1) PA802 (1) PA801 _I MI EB-22 EB-23 EB-24 EB-24 EB-23 EB-24 EB-24 EB-23 EB-22m RD09- = 1 1/e" ROD W RD70— = 1 1/4` ROD 02 r W PURLIN 1'-7" 1'-3' 1'-3" 1' 3- 1' 3{ 1' 3. 1' ?+ Low Eave 3. PURLIN AND EAVE STRUT• CONNECTIONS UTILIZE BOTH LAP 1'-7" i'-3" 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 4. THIS DRAWING IS NOT TO SCALE. Ts 3 i t _ SECONDARY ROOF FRAMING PLAN $=qe. "ea Nco Mason County Permitting w pa �am3E�ygamAea ERECTOR NOTE: N o N THIS BUILDING HAS SPECIFIC ROOF CLIP AND FASTENER REQUIREMENTS. PLEASE REVIEW THIS DETAIL PRIOR TO ERECTING n m THE ROOF PANEL. FAILURE TO FOLLOW THESE SPECIFIC REQUIREMENTS COULD RESULT IN LOSS OF ROOF PANEL(S) . � m � s A Mason County Permitting A N Z 1 APPROVED AS NOTED J Reviewed for Code Compliance for those items listed on the application for permit. c4 s w o= Project shall comply with permit conditions as O LLJ a noted on the permit. I 0- m N 0 O t The plans shall be on site at the time of the -J inspection.Failure to have permit and plans on „ W site may require re-ins pection. O � O A $_ J 0 Any plan revisions shall be submitted and (n approved PRIOR to installation or field changes. a rN Changes in Engineering Documents or Details .6 require a letter and stamped detail unless S g o otherwise approved. C $ Y STD 4 CFR CLIP PART NUMBERS s s MARK # PART DESCRIPTION U = n H2500 SHORT FIXED CLIP � g g' H2510 TALL FIXED CLIP 162'-0" L � g § $ H2520 SHORT SLIDING CLIP H2530 TALL SLIDING CLIP 1 9 H2540 SUPER TALL SLIDING CLIP C ROOF SEAMING PLAN CFR PERIMETER CLIP PART NUMBERS MARK # PART DESCRIPTION 1) NUCOR ROLL LOCKTM U.N.O. 162'-O" H2720 SHORT SLIDING 8" CLIP Z H2730 TALL SLIDING 8" CLIP 2) ® INDICATES NUCOR VISE LOCK® o 1 9 Hz74o SHORT SLIDING 12" CLIP 3) INDICATES NUCOR VISE LOCK 360®. _ H2750 TALL SLIDING 12" CLIP U) Z ROOF CLIP AND FASTENER PLAN H27so SHORT SLIDING 16" CLIP p - H2770 TALL SLIDING 16" CLIP Er co EA6027 d o wr STD. 4" PANEL CLIP ATTACHMENT DETAIL STD. 4" PANEL CLIP ATTACHMENT DETAIL PERIMETER PANEL CLIP ATTACHMENT DETAIL ~ rn Q T SEE CFR ROOF ERECTION NOTES FOR PANEL CUP MARK NUMBER SEE CFR ROOF ERECTION NOTES FOR PANEL CUP MARK NUMBER SEE CFR ROOF ERECTION NOTES FOR PANEL CLIP MARK NUMBER CRITICAL SEAMER ORDERING INFORMATION U LU Z Q ROOF PANEL 8", 12' OR 16" GN ROOF TYPE CFR O2 LLI = �p CFR PERIMETER ��G� a- U) N O cuP � PANEL GAUGE 24 GA. w LU W ROOF PANEL ROOF PANEL Q� Lll O 0 _ O O I SQUARE FOOTAGE (ENTIRE ROOF) 5,184 SQ. FT w 0 a o D _ 2 o N 4" PANEL CUP AT EACH 4" PANEL CLIP I �' u❑ U N PURLIN OR JOIST, AT EACH PURLIN, I ROOF PITCH 3/4:12 (2) H1020 FASTENERS PER (3) H1020 FASTENERS PER I 0 TALL OR SHORT PANEL CUP TALL OR SHORT PANEL CLIP, I T CHRjS 0 WITH PURUNS, (3) H1022 FASTENERS PER SEAM HEIGHT ® 3" 2" rSoFf9� U (2) H1022 FASTENERS PER SUPER TALL PANEL CLIP PERIMETER CUP AT EACH SUPER TALL PANEL CUP PURLIN OR JOIST, ENDLAPS YES ® NO " WITH PURUNS, FASTENERS PER CUP: a (2) H1070 FASTENERS PER (3) H1020 AT PURUNS SHORT, TALL OR SUPER TALL 2) H1070 AT JOISTS = GALVALUME OR PAINTED ROOF GALVALUME ® PAINTED , 52021 PANEL CUP WITH JOISTS PURLIN (OR JOIST) PERIMETER CLIPS REQUIRED YES ® NO ssjgyu 0 PURLIN (OR JOIST) INSULATION 07/ 2020 27 - PURUN NOTE SEAM HEIGHT: CFR = 3 VR16-II & SR2 = 2" EB=g og.58���3 (n PLEASE NOTE THAT ALL SEAMER ORDERS WILL TAKE APPROXIMATELY _sueo c?k S19 a 00 5-7 WORKING DAYS FOR DELIVERY TO JOB SITE FROM DATE OF L§: 9 a 4-- CD (2) FASTENERS PER CUP AT PURLIN/JOIST /� (3) FASTENERS PER CUP AT PURLIN (3) FASTENERS PER CLIP AT PURLIN ORDER. VISE LOCK & VISE LOCK 360 CFR ROOFS REQUIRE (5) ' -'��a�$ co A STATION SEAMERS. /21 FASTENERS PER CUP AT JOIST Q l / W NUCOR.DIROOFSEAMERS.COM PHONE (888) 343-0456 „ • _ � cgE"N,romp S TRIM TABLE N ---- -- - O PART N O D PA LENGTH DETAIL 1 SCT121 121.000 2 SETO1 121.000 TRIM_861 g 4 LEE03 121.000 TRIM_875 5 HEB01 121.000 TRIM_875 6 HEB02 242.000 TRIM_875 7 RRA01 121.000 TRIM_875 g 8 H4000 5.000 9 RCA01 9.250 10 GRA01 8.000 11 GTAO1 121.000 TRIM_861 12 GTA02 242.000 TRIM_861 13 RCA02 9.250 14 ERA01 8.060 High Eave w e 160'—o"OUr—TO—OUT OF STEEL 9 o = t � 2 3 4 5 6 T 8 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" tt� a_ 4 5 6 7 5 � [q] V ri 3 4fi �g"s�� 0 0 t a €� -------------------------------------------------------------------------------------------------------- AI I I I I I LO N N I N 04 I o N [q] N I i N [A] � I J I I to w r � U Z co O F (Gutter with 4 downspouts) REF Trim_22 Low EaveCo Q h t � U u? Q � ~O w Z rn - = w � � CO 2 4 1 1 � LU w J N O [A] w � UQ � CD p zW o1U = wo CD w f = r ROOF SHEETING PLAN APPROVED AS NOTED U Q U o = N rANELS: 24 Ga. SS — Pearl Gray PVDF Reviewed for Code Compliance for those items A] SOFFIT PANELS: 26 Go. CW — Charcoal PVDF listed on the application for permit. ��p4 wnsr� 0 Project shall comply with permit conditions as y = STEEL LINE START FINISH DIM. F4 PANEL RIB noted on the permit. SEE ROOF SHEETING PLAN r— START PANEL WIDTH DETAIL (FIELD CUT) 52021 MAY VARY—REFER BACK OF NOTE: THE FINISH PANEL ALSO NEEDS TO BE CUT The plans shall be on site at the time of the SistS�� To DETAILS RAKE ANGLE TO THE REQUIRED WIDTH FROM A FULL SHEET inspection.Failure to have permit and plans on R 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 Any plan revisions shall be submitted and 8d� � �a w RAKE ANGLE BE USED. ABRASIVE CUTTING TOOLS SUCH AS MECHANICAL approved PRIOR to installation or field changes. €9orseg=e GRINDERS, SAWS, SHEARS, OR SCISSORS CAN DAMAGE THE �_= 2-2 V 5 3 4' 2Y2" CUT DIM A GALVALUME FINISH AND CREATE EXCESS METAL SHAVINGS THAT CAN Changes in Engineering Documents or Details AE ti= � s � require a letter and stamped detail unless €e^eY=.'s>^^g o +s CUT DIM CORRODE THE PANELS. THE USE OF NON—APPROVED CUTTING gg6gS$yse FlELD CUT FROM B DEVICES MAY VOID YOUR FACTORY WARRANTY. Mason County Permitting otherwise approved. g R13€;th W FULL WIDTH PANEL I sss CUT DIM G. 3 �$gm€2e �vm'�E av�i.tom n C c N N Rn O SPLICE PLATE & BOLT TABLE MEMBER TABLE Qty Mark Web Depth Web Plate Outside Flange Inside Flange Mark To Bot Int Type Dia Length. Width Thick Len th Start End 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 0.188 1 18.5 6 x 1 4 x 157.3 6 x 1 4 x 138.5 � M 12.0/12.0 0.188 18.9 S x 1/4" x 20.0 L� m RF1-22 15.0/15.0 0.135 96.0 5 x 1/4" x 318.1 5 x 1/4" x 318.1 6 8 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 0.135 118.6 5 x 1 4" x 135.9 a � S 24 Ga. SS, Pearl G PVDF 8 386.00 5 1/4" Ji 2'-3 11/16" j s 12 FBC32A 2 � ) FBC32A 1 , FBC 3 I � � 1) FBC32A 2) � � ��$1�v Q W p Y3 EB-23 EB-24 $ g a s N = JAI 91 9§. CL RF1-22 32 co � I LO : I V1 I N _ Q O aN - DO CO m I io I r7 N `n+ I 01� r7+ " I Z rC-)I o� O O I U n LU r=n (3 Z to co U) O E� 1— � U) U 8" I 1 t'-0 1/2" 26'-7" 1'-0 1/2"L _1 8" O W CLEAR + — = I— o D- U) 1 CD O w N O APPROVED AS NOTED O _ = o N F w W = r alY o ❑ U N 1 —D 30'-0" OUT—TO—OUT OF STEEL —O Reviewed for Code Compliance for those items o^ N listed on the application for permit. A C ri cHR Project shall comply with permit conditions as RIGID FRAME ELEVATION: FRAME LINE 2 3 4 5 6 GETl7 MONOTES og" ;9, U noted on the permit. 1. 0 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 to have permit and plans on THE OPPOSITE SIDE FLANGE BRACES WILL HAVE TO BE INSTALLED AT THE TIME OFrsi� site may require re-Inspection. FUTURE EXPANSION. THESE FLANGE BRACES HAVE BEEN PROVIDED, AS REQUIRED, SIq FOR THIS FUTURE CONDITION. 07/27 2020 Any plan revisions shall be submitted and Mason County Permitting 3. RIGID FRAMES SHALL HAVE 50% OF THEIR BOLTS INSTALLED AND TIGHTENED ON BOTH 15 z� approved PRIOR to installation or field changes. SIDES OF THE WEB ADJACENT TO EACH FLANGE BEFORE THE HOISTING EQUIPMENT IS PP g RELEASED. E3sgE �BE3 Changes in Engineering Documents or Details a �To s 00 require a letter and stamped detail unless 4. INTERIOR COLUMN METAL TAG IS ORIENTED TOWARD THE LOW EAVE OF THE BUILDING. rgo 6�5_ 9 a v- otherwise approved. �g9 � � g ° ^� N ;t W V�m3€o�� m�em O N O N O Ls TRIM TABLE FRAME LINE C OID PART LENGTH DETAIL N 1 BSBO1 122.000 TRIM_301 2 OCA01 242.000 TRIM_? o A a 3 MFBO1 121.000 TRIM-7 $ 4 CCA121 121.000 TRIM-19 5 JTA087 87.000 TRIM_99 6 CCA121 Use Drop TRIM-19 7 CCE076 76.000 TRIM-19 0 8 HTAO80 80.000 TRIM_99 9 STA076 76.000 TRIM-99 1 1 9 10 SCT121 121.000 TRIM 861 8 s 160'-0"OUT—TO—OUT OF STEEL MEMBER TABLE ' tL 2 3 4 5 6 7 8 FRAME LINE C m MARK PART LENGTH 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" DJ-22 J08C060 48.000 c t � E-21 08EO60 216.000 E-22 08EO60 228.000 E-23 08E060 228.000 `V E-24 08EO60 228.000 w E-21 E-22 E-23 E-24 E-22 E-23 E-24 E-21 w E-32 08E060 12.000 J $AAN „ Eave Extension G-27 08C060 239.000 ' so;;$ 4-6 y ----------- -------$T ------------ ----------- ----------- ------------ -------�� ----------- N �6 Im 0 1 G-28 2 G-29 G-29 G-29 G-29 G-29 2 G-29 G G-28 I G-28 08C060 239.000 -$ ms 4'_0„ � 1 G-2 08C06 2 . 00 0 CB-23 RD08- 280.000w G-27 G-29 A Q G-29 G-29 G-29 G-29 G-29 ' I -6" MARO CONNECTION PLATES ss 3 I ---------- ----------- ----------- —----------- ------------ ----------- ----------- ---------- FRAME LINE C Q H = = I = = I I H DID I MARK PART EC-23 RF1-23 RF1-23 RF1-23 RF1-23 RF1-23 RF1-23 RF1-23 EC-24 1 GCC03 U 1 $ �g 7'-0„ 7,_0„ ,_o„ _ 7,-0„ ,_o„ 7,_0„ 7,_0,. J7,_0„ 7,_0„ 7,_0,. 7,_0„ 7,_0„ 7,_0„ 7,_0„ 7._0„ ,-Q:l 7,_0„ _ xgleiK;; SIDEWALL FRAMING: FRAME LINE C T T T T T Y T (Gutter with 4 downspouts) REF Trim_22 w C0 U 0 0 0 0 0 0 0 0 0 0 0 z 0 0 0 0 0 0 0 0 0 0 0 0 - in Ln �n �n �n Eave Extension u0 in Ln 2n 3 O O o 0 0 - h o b o - __ 0 0 0 0 0 - o 'o o b o o - o b o b o - - 0 o b b o - 0 0 0 o b o - o '0 0 0 0 - - o _� 0 0 0 o a 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 S � 2 ri ri B r1 r7 rj ® ri ri ri r1 B ri r7 M ri ri ri r`i ri © M M ri ri B r7 ri ri ri B ri ri ri n B ri 2 v7 Q a <t 1- <t :t t �h d d d d �t It mot- �t d It d �t .+ d It � d- <t �t <t .t J U 0 0 0 0 b b 0 0 0 o o w Z Q ?9 P9SIDEWALL FRAMING PLAN I- � Qo 00 1 w w o —J APPROVED AS NOTED GENERAL NOTES w � O Q C)z Reviewed for Code Compliance for those items 1• STD• ROD/CABLE SIZES PER PART PREFIX ARE: o 2 _ = CD N SIDEWALL SHEETING & TRIM: FRAME LINE C listed on the application for permit. RODS a — N m N o pp p RD05- - 5/8" ROD CA02- - 1/4" CABLE a (Y u Q (V Q 8 PANELS: 28 Ga. CW — Charcoal P11DF Project shall comply with permit conditions as RD07— = 7/8' ROD CROD CAA°04— = 1/2" CAABBLEE I cH noted on the permit. RDo8- - 1' ROD ��04 wn Sl�9 0 5 © 5 RD - = 1 1/ " ROD ; 1 The plans shall be on site at the time of the RD1010- = 1 1/44" ROD y � u inspection.Failure to have permit and plans on 2. ROD/CABLE BRACING THAT OCCURS IN FLUSH OR Site may require re-inspection. INSET GIRT CONDITIONS WILL REQUIRE FIELD SLOTTING 52f121��p OF GIRT WEBS TO ALLOW FOR BRACING. SS-1CWL 4 s Any plan revisions shall be submitted and approved PRIOR to 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. w require a letter and stamped detail unless Ss - "y� otherwise approved. 4. THIS DRAWING Is NOT ro SCALE. 5� �g�r$8'N g :2 R;$i28 00 s o v-� €oAsidEs € 0 q: € t��EFs.2 u7 Mason County Permitting s� 3a� g W ZgcC3 11 ng;6 N \n N `V \n TRIM TABLE FRAME LINE A OID PART ILENGTH 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 V-01 9 160'-0"OUT—TO—OUT OF STEEL 1 _0� MEMBER TABLE g s FRAME LINE A 1i 8 7 6 5 ¢ 3 2 MARK PART LENGTH a DJ-23 JOBC060 153.500 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" DH-21 J08C060 192.000 0 E-25 OBZ060 216.000 E-26 08Z060 228.000 E-33 08ZO60 12.000 S8Z84 FIELD CUT w E-25 E-26 E-26 E-26 E-26 E-26 E-26 E-25 G-31 08Z060 233.250 w $n N **G-32 08Z054 42.000 is jig --- — ---- --- — ---- --- — --- — 5'-3 1 2 G-34 OBZ060 233.250 o DH-21: M ,.� DH-21 DH-2'6 ,� ,.� DH-2 6 ,.� DH-21 I 4'—D" 3 K2 N N DH-2 0 N N o N N o N N N N N N DH-2 o N N o N I e r•� "� DH-21 "� p CONNECTION PLATES r<a ih _I I I _I I I _1 I I -I I I _I I I I I I I I I I I FRAME LINE A p Es -� o I� ❑ID MARK PART DJ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ------ -- CI ------ - CI0 ------ --CI7 ------ --CI0------ ---CI0------ -- CIJ ------ CI0 EIW] � - EC-26 RF1-21 RF1-21 _ - - - -- - ------ -- -"�AR02 2 GF 0013 to w 1 RF1 21 RF1 21 RF1 21 RF1 21 RF1 21 EC 21 V : e � 44 N Q Jol OO OO o0 00 00 00 00 o r a5 ,L N N 16'-0" N N 16'-0" N N 16'-0" N N 16'-0" N N 16'-0" N N 16'-0" N N 16'-0" NI , S SIDEWALL FRAMING: FRAME LINE A z 0 co Z - o oIq � o� o - - o 0 0 0 - - o o� �o our o - - to si o o _ _ 0 0 o 0 o 0 0 0 0 - 0 0 0 0 �40- Z g4 p ao 0o Co ao of o 0 of ao au oo ` �, oo ao ao 00 00 0 0 00 0o Co co 00 0 0 00 0o ao ao ` o aj ao ao 00 0o p o 0o Ca Cd Cd ao 0 0 0o ao ao ao ` 4 = O (0 (0 � � � � WW (0 � � (C) to (DCo (D (a � � � � � � � coWWWWLO 3 6 8 7 6 c�O 6 8 7 6 c�D 6 8 7 t6L�n 6 8 7 6 c�0 '6 8 7 u7 8 7 u7 rri 8 7 �n 8 7 — (IJ Q �- 6 cD 6 6 cD cD 6 6 c0 6 6 W U5 5 5-------5 5 5 5 5 5 5 5 5 �5 5 5 I- W------- --------- ------ --------- --------- ------- SIDEWALL FRAMING PLAN = I— - Q 0 E [L U) CD C) 1 2 APPROVED AS NOTED GENERAL NOTES w � 10 z 1,0 Co 1. STD. R01)/CABLE SIZES PER PART PREFIX ARE. (j C W = r Reviewed for Code Compliance for those items ROD ' cAg(F W❑ o 2 U m CD �O CN SIDEWALL SHEETING & TRIM: FRAME LINE A listed on the application for permit. RD05- - 5/8" ROD CA02- - 1/4" CABLE a DY B❑ R :D N PANELS: 26 Ga. CW — Charcoal PVDF RDO6— = 3/4" ROD CA03— — 3/8" CABLE Project shall comply with permit conditions as RDo7- = 7/8" ROD CA04- 1/2" CABLE N R j noted on the permit. Rooa- = 1" ROD �Ep4 c" Sr, 0 RD09- = 1 1/8" ROD p t� The plans shall be on site at the time of the RD10- = 1 1/4" ROD U % _ inspection.Failure to have permit and plans on 2. ROD/CABLE BRACING THAT OCCURS IN FLUSH OR Site may require re-inspection. INSET GIRT CONDITIONS WILL REQUIRE FIELD SLOTTING .�r _a9 OF GIRT WEBS TO ALLOW FOR BRACING. syt1Y�� 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 sHEEnNG. 07/27 2020 Changes in Engineering Documents or Details n5 W require a letter and stamped detail unless 4. THIS DRAWING IS NOT TO SCALE. ` q P €9a�e �rg`�� otherwise approved. U a-11 RE;s Co ag"�o•�"-��s= Mason County PermittingNQ �N W � N � N r a BOLT TABLE 53 FRAME LINE 1 LOCATION I QUAN TYPE DIA LENGTH Columns Raf 1 4 A325 1 2 2 C 1 A 30'-0" OUT-TO-OUT OF STEEL '-o" TRIM TABLE F5 8 FRAME LINE 1 B OID PART LENGTH DETAIL 1 MB01 122.000 TRIM_301 15'-0" 15'-0" 2 OCA01 242.000 TRIM_? 3 MF801 121.000 TRIM_? 4 RTA02 242.000 TRIM_849 12 5 RET03 121.000 TRIM-849 EB-27 6 RRA01 121.000 TRIM_849 I — — — — 83 A7 ER-21 EB-22 7 SCT121 121.000 TRIM-849 I I 8 RRA01 121.000 TRIM_849 m 9 CCA121 121.000 TRIM_19 t 10 JTA087 87.000 TRIM_98 11 CCE040 40.000 TRIM-19 N I ce\ ,� I 12 HTA044 44.000 TRIM 98 G0'� 4MEMBER TABLE G-22 G-24 _ FRAME LINE 1 MARK PART LENGTH "$a#? I o N EB-22 W8x10 33.500 1 I K3 -� EB-27 W8x10 33.250 M $ , G-21 N N G-23 G-24 EC-21 W8x10 149.688 EC-22 W8x10 139.438 >- -� EC-23 W8x10 129.188 s a o o q3 I ER-21 W8x10 359.688 Es DJ-21 J08CO60 90.000 I — —J — — — _ — — — — — — — I G-21 08Z054 58.500 EC-21 EC-22 EC-23 G-22 08Z054 186.500 , 'A $ $W G-23 08Z054 82.000 , S 5'-10" J 3'-41 5 CB-21 RD05- _'-10" G-24 RD05- 209.000 .000 CB-22 I RD05- 1 215.000 GIRT 1' — LAPS 1-3 FLANGE BRACE TABLE FRAME LINE 1 ENDWALL FRAMING: FRAME LINE 1 # DID SIDES MARK CLIP A � � 1 1 FBC30 � CONNECTION PLATES z FRAME LINE 1 0 ❑I D I MARK PART 12 5 C w 4 6 7 1 GCC03 �>000 U Z oU) � z 1 w r O F `n co Q U 43 0 <" 10 - _ _ O LLI Z Q (NO 1 1 r O O O 3 = L1J 2LO APPROVED AS NOTED FRAMING PLAN w w `� N o ENDWALL FRAM O w OQ co O s s Reviewed for Code Compliance for those items ¢W U = w o O 1 1 listed on the application for permit. GENERAL NOTES 8(� rD � _ ? =N CD o -IL 1. STD. ROD/CABLE SIZES PER PART PREFIX ARE: a 06 U mo " O Project shall comply with permit conditions as ROD CABLE N noted on the permit. RD05— — 5/8" ROD CA02— = 1/4" CABLE RDOB— = 3/4" ROD CA03— = 3/8' CABLE FEp4 CWA lST� Q The plans shall be on site at the time of the RD07— = 7/8" ROD CA04— = 1/2' CABLE 9� 1 inspection.Failure to have permit and plans on RD08— = 1' ROD site may require re-inspection. RD09— = 1 1/8" ROD y RD10— = 1 1/4' ROD �� ENDWALL SHEETING & TRIM: FRAME LINE 1 Any plan revisions shall be submitted and 2. ROD/CABLE BRACING THAT OCCURS IN FLUSH OR g 102311 approved PRIOR to installation or field changes. INSET GIRT CONDITIONS WILL. REQUIRE FIELD SLOTTING crimt PANELS: 26 Go. CW - Charcoal PVDF Changes in Engineering Documents or Details OF GIRT WEBS TO ALLOW FOR BRACING. 07/27 2020 require a letter and stamped detail unless 3. FRAMED OPENINGS WHICH ARE FIELD LOCATED WILL otherwise approved. 5 _ REQUIRE FIELD CUTTING OF GIRTS AND SHEETING. Eg�s' �`s=CC�� �owb�eX�$;8 4. THIS DRAWING IS NOT TO SCALE. �"�" CC) Mason County Permitting W U 95 E mac: � N O N r 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 68 FRAME LINE 9 B 1 -0 OID PART LENGTH DETAIL 5' " 1 BSB01 122.000 TRIM_301 15'-0" 2 OCAO1 242.000 TRIM-7 0 3 MFB01 121.000 TRIM-7 .Q 3/4" 4 RTA02 242.000 TRIM-849 12 5 RET03 121.000 TRIM-849 A7 EBI2i 6 RRA01 121.000 TRIM-849 w EB-22 ERI21 3 — — 7 SCT121 121.000 TRIM-849 ~i 8 RRA01 121.000 TRIM-849 m _ — — — — N 9 CCA121 121.000 TRIM-19 0 10 JTA087 87.000 TRIM_98 11 CCE040 40.000 TRIM-19 12 HTA044 1 44.000 TRIM 98 Co G-22 G� G-24 LB + MEMBER TABLE o FRAME LINE 9 of o �m o MARK PART LENGTH EB-22 W8x10 33.500 9 + + I �L EB-27 W8x10 33.250v 2 G-25 N N G- 6 EC-24 W8x10 129.188 G-2 LL LL ^�• _0 1❑�' o o �+ EC_25 W8x10 139.438 ` � �5 s Q3 I EC 26 W8x10 149.688 $ M E9 i% ER-21 W8x10 359.688 Q � 1 ? S02 _ _ _ _ _ _ — DJ-21 JOBC060 90.000 14 - "a I I J C I G-22 OBZ054 186.500 $ �gv EC-24 EC-25 EC-26 G-24 OBZ054 186.500 3 $�$W G-25 08Z054 82.000 �9 iE_ I_ 5'-10" 3'-4"1 5'-10" _I G-26 08Z054 58.500 E R S CB-21 RD05- 209.000 CB-22 I RD05- 1 215.000 GIRT LAPS I i'-3' FLANGE BRACE TABLE FRAME LINE 9 ENDWALL FRAMING: FRAME LINE 9 # DID SIDES MARK CLIP n n n 1 1 1 FBC30 � Y Y Y CONNECTION PLATES z Q 3/4" FRAME LINE 9 O ❑ID I MARK PART 1-i 12 4 5 6 7 Q 11 GCCO3 w U) U Z rn e J O �O J 0 0 U) U N N J 3 R a LO 1 1 to 0 0 ~ LIJ Z Q O (0 z o cD c6 0 2 ~ UJ Q O APPROVED AS NOTED ENDWALL FRAMING PLAN W �o Q o r Reviewed for Code Compliance for those items GENERAL NOTES LLI o W U w = r listed on the application Or permit. 1. STD, ROD/CABLE SIZES PER PART PREFIX ARE- o 2 o o 0❑ U Z N O 0 'o N Project shall comply with permit conditions as Rao CABLE 2 RD05- = 5/8" ROD CA02- - 1/4' CABLE O noted on the permit. RD06- = 3/4" ROD CA03- - 3/8' CABLE �E� CHP, 9 RD07- - 7/8' ROD CA04- = 1/2" CABLE V + The plans shall be on site at the time of the RODS- — 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 1 ENDWALL SHEETING & TRIM: FRAME LINE 9 2. ROD/CABLE BRACING THAT OCCURS IN FLUSH OR 102s1� Any plan revisions shall be submitted and INSET GIRT CONDRIONS WILL REQUIRE FIELD SLOTTING SlcNpy 4� PANELS: 26 Ga. CW - Charcoal PVDF approved PRIOR to installation or field changes. OF GIRT WEBS 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 -3 i3 �� W otherwise a roved. REQUIRE FIELD CUTTING OF GIRTS AND SHEETING. ' s=SS§_a`."s U) pp 4. THIS DRAWING IS NOT TO SCALE. s - M-V I'm a 1, 'u 8 cc €2�2_q� Leo` - Mason County Permitting ;gt �€ � 5 W 4" ��tlas_a a3 """kg g@B""$�ge '5 E rep- �@� COLUMN Mason County Permitting RAKE ANGLE (L.L.V.) (4) 1/2"0 X 2" BOLTS t'-4• � o N MK. MAR01 6 BOLTS @ SINGLE CEE RAFTER) `-"DWG" FASTENER MK. H1020 RAFTER A325 BOLTS H0603 4• 2• o e'/t2'GIRT coLUMN n NUTS H0300 4^ 3' o ,o•clRr ILI AT EACH SUPPORT PURLIN •A'• ' "CUP g:"�� 1 1/2' m CCC03 •. ' L _� OF 4" a = �1 2 RAFTE CLIP1/2• SHOP WELDED gCLIP REQ'D is ° OOOO "' TO JAMBMK. EWA01 � � e � �AT SINGLE 1 1/2" m ,� CEE RAFTER N 2 3; a n CLEAR OPENING ERECTOR NOTE: T M N 8 CLIP IS SHOP WELDED ENDWALL COLUMN STEEL LINE w 1194 IN PLACE. • � � a RAFTER 1/2 E/W GIRT sLROP wEDm DOOR JAMB m .. 2 3 4'or CHANNEL `o 7 o /GIRTGIRT CUP o R (24G H10 0 (FIELD 3 5 8 FIANGE i, . SECTION A CUT ro>��)( m WELDED CLIP 0 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 u� (CONTINUOUS RAFTER) o USE(8) 1/2'x 1 ,/4'A307 AF BOLTS H0500 NUTS H0400 '7 BOLTS H0500 NUTS H0400 nTVIOiMENT TO SLAB BY DTHERS�+ 00 A/ o REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS B3 g REFERENCE EREE=OR NOTE FOR TYPICAL WASHER REQUIREMENTS D 1 2 " E9 6 $ 7 m REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMEMS a S nesA ERECTOR NOTE: PART MTRL SIZE MTRL THICK.R ZEE • , ' AT EACH LAPPED GIRT CONNECTION, (1) 1/2" X 1 1/4" THIN060 67844 y@ PURLIN LAP PURLIN LAP HEAD BOLT H0515/NUT H0400 MUST BE USED TO ATTACH THE FIRST GIRT TO THE GIRT CLIP. THE BOLT NUT ASSEMBLY MUST 1 C $ �r7 SEE PLAN SEE PLAN BE WRENCH TIGHT PRIOR TO THE LAPPED GIRT BEING INSTALLED. m' 5 Wav � REFERENCE THE STANDARD "LAPPED GIRT DETAIL" FOR MORE qCOLUMN �n ® ® ® ® INFORMATION. �'�un COLUMN CLIP VARIES 3 .41 -W§-$A I SHOP E jAlg �` O O O O WELDED CLIP GIRT SHOP PURLIN SHOP WELDED WELDED CLIP GIRT O O • • CLIP L • O O O O O O O ® O O S__84 GIRT 11YF10 Z RAFTER 3 4" R TO q OF FIRST SET OF HOLES L/4" O GIRT LAP GIRT LAP LENGTH OF FIELD CUT GIRT SEE ELEVATION SEE ELEVATION w c= U PURLIN TO INTERIOR FRAME RAFTER GIRT TO COLUMN SIMPLE SPAN GIRT TO COLUMN UNPUNCHED SHORT GIRT DETAIL � co o USE(8) 1/2'x 1 1/4•A307 o USE(7) 1/2'x 1 1/4•A307 USE(4) 1/2'x 1 1/4'A307 o BOLTS HO500/NUTS H0400 o BOLTS HOSOO/NUTS H0400 BOLTS H0500/NUTS H0400 FIELD CUT TO LENGTH AND FASTEN --L Z m REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS G2 REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS H2 REFERENCE TRECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS H4 WITH (3) H1020 AT EACH END K2 J O T= JAMB JAMB HOLDBACK T w x DEPTH SHAPE DIMENSION COR NOTE: d J U N 8^ C 3" PRE-DRILL HOLES ® NESTED ZEE GIRTS PRE-DRILL HOLES ® NESTED ZEE GIRTS ~ W Z ¢ e" S 4 4 & DOUBLE CEE GIRTS IF REQUIRED. & DOUBLE CEE GIRTS IF REQUIRED. CLIP SHOP WELDED O w co s z s 4 e CLIP ((6) TEK 3 TO HEADER/SILL a c� ¢o 6O 12 S 4 e SHOP WELDED (6) TEK 3 GIRT SCREWS H1020 0- W w _I N O HOLDBACK TO JAMB SCREWS H1020 w 2 O = o O DIMENSION F, (D CO f LLI _ JAMB '- wCUP � ooD_ = � R� N SHOP WELDED CEE GIRT a Q U o D O N CLEAR OPENING 1 1---- 0" �N1 CH/2jS O DOOR JAMB ® 04g1 U r3• � U % � ® SHOP yA52021 DOOR JAMB WELDED CLIP �ssl r GIRT 07/27 2020 FRAMED HEADER/SILL OPENING' P`gog .8'.6 egg3 v=i O GIRT TO JAMB DOOR JAMB TO GIRT DOOR JAMB TO GIRT HEADERISILL TO JAMB �$"e =is �E��o'�'"a��8 O USE(2) 1/2•x 1 1/4'A307 o (� BOLTS HOSDO/NUTS H0400 K3 L8 L•7 USE 2 , 2'x , , 4'A307 Ti0L1S H0500 NUTS H0400 M3 ��$—_ �h8� REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS () / / / 3 c3.€`'�4e -5 REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS a�g �om8 e.h.9mn-. ROD MARK HILLSIDE FLAT A307 A325 OUPLING o N s DIAMETER NUMBER WASHERS WASHERS NUTS NUTS 11'P( s�� 5/8" 0 RD05 _ (2) H0930 (2) H0210 (2) H0310 H0810 o �0H 3/4" 0 RD06 _ (2) H0930 (2) H0220 (2) H0320 H0820 m 7/8" 0 RD07 _ (2) H0930 (2) H0230 (2) H0325 H0830 M JAB 01Rf 1" 0 RD08 _ (2) H0960 (2) H0240 (2) H03301 H0840 s 1 1/8" Tb 1 RD09 _ (2) H0960 (2) H0250 (2) H0450 H0850 H1020 FASTENER 1.. m (12 O.C.) 1 1/4" 0 1 RD10 — (2) H0960 (2) H0260 (2) H0340 H0860 PURLIN 2"s 8 GIRT Pn SEE PLANS AND ELEVATIONS FOR BRACING MARK NUMBERS STEEL LINE HEADER WRAP MK. HW_ ROD ASSEMBLY MK. RD_ WEB OF 4^_6^ COLUMN OR HILLSIDE WASHER, FRAME 's RAFTER FLAT WASHER, w JAMB AND NUT SHOP WELDED CLIP— (QUANTITYo $�' COUPLING NUT H1o2o FASTENER VARIES) 3 m (12- O.C.) M SECTION 3 EAVE STRUT � g 0 HEADER WRAP DETAIL ROD BRACE DETAIL BLDG,rt a an 16 0 (WEB TO WEB) Q3 �' 61 $ ? G. GMss , 1/4' , 1/4• e• e• 8 $ S 5 a EXTENSION BEAM 35 g a e •3 ,41 9 N = i ed MARO1 1/4 3/4' PURUN a CUP EAVE EXTENSION rL MK.EECO, 141 4 1/4• 3 3/ 3/4• CEE CHANNEL 3/4' BLDG.L DWALL RAFTER ¢ . Q FRAME EXTENSION f EA CEE CHANNEL z SEE PLAN FOR MK/ Y33 0 SHOP WELDED P SI DEWALL W Y38 FAVE STRUT c U z BLDG.§. EAVE EXTENSION DETAIL n/ • NOTE. USE 1/2-X 2'A325 BOLTS H0603/NUTS H0300 (U.N.O.) Y2 J O F EN DWALL Y35 6' LU SIL APPROVED AS NOTED 0 LLI rD MKP EEC01 3 OL (/i p O a Reviewed for Code Compliance for those items LLI w .-1 N O listed on the application for permit. UJ � O a: o Q w w LLI m = r Project shall comply with permit conditions as o o o N oi'1 U m N C\lO 3/4 noted on the permit. a p o :D1 CV 4'E.311VE"I"• EAVE EXTENSION The plans shall be on site at the time of the �ht cH plsr inspection.Failure to have permit and plans on `` oP i �9 C) site may require re-inspection. CEE CHANNEL u y � Any plan revisions shall be submitted and approved PRIOR to installation or field changes. �57021 RAKE EXTENSION SEE PLAN SEE PLAN rL FRAME Changes in Engineering Documents or Details spt require a letter and stamped detail unless Bloc otherwise approved. 07/27 2020 SIDEWALL _5 w e3�A�o'r� O EAVE & RAKE EXTENSION DETAIL Y4 Mason County Permitting `$"t M'g;8 NOTE:USE 1/2'X 2-A325 BOLTS H0603/NUTS H03DO ( U.N.O. ) 5 a O ** EXPEND MARO1 TO EXT. STEEL LINE 0 T 5_5 1 2� o N O N N SAVE SMUT 0'_T0• ^Q SAVE STRUT SHOP WELDED HOT ROLLED HIGH SAVE SIRLET SHOP WELDED CUP BUILT UP OR CUP HO OT ROLLED BEAM EXTENSION BEAM DOUBLE CEE m SEE PLAN FOR MKJ SEE ROLLED MKf BEAM SEE PLAN FOR BE-AM N11 20 r` H1WELDED 020 W 2 Ir CUP— CEE 0 O O O 0 0 IECI REF BOLT SCHEDULE ON I I CEE CEE ROOF FRAMING PLAN c4 ,aOr REF BOLT SCHEDULE ON FOR BOLT&NUT MKI SAVE STRUT SHOP SHOP SAVE STRUT 6 5 8• X 2 1 4• F FRAAUNG PLAN P&B RAFTER AND QUANTTIY CIF REQ'D) CUP CUP AWN FRAME COLUMN ROO A325 BOLTS HGSIO FOR BOLT& NUT MKftL 8• AND OUANTTTY 1 1/4• 1 1/4• A325 NUTS H0310 o x 10' VAR VARIES 12' IES 1'-4' 6• 6• c SEE PLAN SEE PLAN s 'v O EAVE IXT. O BLOC. O EAVE EXr. SINGLE OR DOUBLE FRAME OR ENDWALL RAFTER O EAVE E7R. O BLDG. d` t5' O�� CEE ENDWALL COLUMN O MAIN FRAME COLUMN LOW EAVE EXTENSION DETAIL Y32 LOW EAVE EXTENSION DETAIL Y33 SAVE STRUT AT EAVE EXTENSION DETAIL Z HIGH EAVE EXTENSION DETAIL $n BYPASS GIRTS AT INTERMEDIATE FRAMES POST AND BEAM ENDWALL Y3 5 C GIRT AT INTERMEDIATE FRAMES W/GUSSET (BYPASS CONDRION) FOR HAUNCH DEPTHS > V-3• NOTE USE(4) 1/2-X 2•A325 BOLTS H0603/NUTS HO300 7F U $ a NOTE: USE 1/2'X 2'A325 BOLTS H0003/NUiS H0300 U.N.O. REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS NOTE USE 1/2'X 2-A325 BOLTS H0603/NUrS H0300 U.N.O. NOTE USE 1/2'X 2'A325 DOLTS H0603/NUTS H0300 U.N.O. SEE GIRT DETAIL FOR BOLT REQUIREMENT O GIRT TYPICAL FLANGE BRACE MARK NUMBERS ERECTOR NOTE: UNLESS SPECIFICALLY NOTED OTHERWISE, R 1/2" A3o7 BOLTS M A ACTUAL FLANGE BRACES DO NOT HAVE MARK NUMBERS ON THEM STANDARD ZEE GIRT ORIENTATION IS TO HAVE THE GIRT TOED MK. H0500 D,_ DOWN AT THE STEEL LINE AS SHOWN IN THE DETAIL BELOW. (NO WASHERS REQUIRED 8rS 1D• HIGH rAv<SnTur FBC-- UNLESS SPECIFICALLY NOTED OTHERWISE, STANDARD CEE GIRT If 16 2 EXTENSION BEAM INDICATES LENGTH OF FLANGE BRACE IN INCHES ORIENTATION IS TO HAVE THE GIRT TOED UP AS SHOWN IN THE OUTSIDE FLANGE V Aye gC SEE PLAN FOR MKS DETAIL BELOW. STANDARD CLIP ATTACHMENT IS BELOW THE LENGTHWELDED GIRT, HOWEVER SOME DETAILS REQUIRE THAT THE CLIP BE GIRT LAP BOLTS NOT '* CUP ABOVE THE GIRT. REFER TO THE GIRT DETAILS ON THE SHOWN FOR CLARITY. e _ lei GIRT s 5 8.0 X 2 1 4' REFERENCE THE STD. SECOND LAPPED A325 NUTS H0310 ATTACHMENTS ARE SHOWN ERECTION DRAWINGS FOR RIN THE DETAIL BELOW. CLIP RP THOSE ED DETAIL GIRT REQUIREMENTS. FB D__ IIIBOLTED OR CEELZ—INDICATES LENGTH OF FLANGE BRACE IN INCHES COLUMN I OPTIONAL CLIP THIN HEAD 1/2- BOLT WELDED GIRT CONNECTION MK. H0515•• CUP LENGTH ZEE GIRT COLUMN I (NO WASHER REQUIRED) RAFTER LJ GIRT w II FIRST LAPPED GIRT Q Z GIRT Z STANDARD CLIP 1 4• CONNECTION STD. 1/2" A307 z COLUMN TYPE, FB E__ COUNTER LENGTH � CLIP _J NUTS MK. H04O0 0 VARIES LaanaN,AND 01 35 7 8- w w GIRT F ORIENrAn0N VARY COUNTER - SEE CHART 02 37 1 8• w w CLIP W o EAVE E XT. O BLDG. (SEE PLANS) 03 49 1/2- 0 04 50 1 4- ZEE GIRT ORIENTATION CEE GIRT ORIENTATION LAPPED GIRT DETAIL U) z N HIGH EAVE EXTENSION DETAIL LENGTH O LAPPED GIRLS O INTERIOR BAY COLUMNS o - �, M STANDARD GIRT ORIENTATION DETAIL U THE THIN HEAD 1/2" A307 BOLT MUST BE INSTALLED INTO THE � U) POST AND BEAM ENDWALL Y38 0 o U FIRST GIRT AND CUP OF A LAPPED CONDITION. THE BOLT/NUT J Z NOTE USE 1/2•X 2'A325 BOLTS HD603/NUTS HO300 U.N.O. 0 NOTE: BYPASS GIRT CONDITION IS SHOWN FOR REFERENCE c4 ASSEMBLY MUST BE WRENCH TIGHT PRIOR TO THE SECOND LAPPED J O F SEE GIRT DETAIL FOR BOLT REQUIREMENT O GIRT a ONLY. YOUR PROJECT MAY HAVE FLUSH OR INSET GIRTS. GI _ W x 2'-4 1/2" OR 3'-6" PURLIN FLANGE BRACE OPPOSITE SIDE a U N REQUIRED WHERE INDICATED LU ]2Q ON ERECTION DWGS. AS NS & FS" U LidAPPROVED AS NOTED 2 Q 00 NOTE: Reviewed for Code Compliance for those items � O JQ N O 1 2 X 2" A325 BOLTS listed on the application for permit. aW ZU = 1 A E REQ'D FOR BOLTING U W = N H0603 BOLT FLANGE BRACES. Project shall comply with permit conditions as W❑ o o = Z o 06 H0300 NUT noted on the permit. a C) U j N • H0200 WASHERS FLANGE BRACE 2 FLANGE BRACE HHO 00 NUT MARK FB The plans shall be on site at the time of the LEtiT LHRJSl 0 RAFTER MARK FB W0200 inspection.Failure to have permit and plans on y oP l9 U NOTE: site may require re-inspection. COLUMN "q 1/2 X 2" A325 H0603 BOLT Any plan revisions shall be submitted and HO 00 NUT approved PRIOR to installation or field changes. BOLTS ARE REQ'D 5 021 H0603 BOLT FOR BOLTING WASHERS Changes in Engineering Documents or Details AOssI - FLANGE BRACES. H0300 NUT require a letter and stamped detail unless H0200 WASHERS �` otherwise approved. 07127 2020 FLANGE BRACE OPPOSITE SIDE 2'-4 1 2" WALL GIRTm REQUIRED WHERE INDICATED (OR 3'-6") eSSeg� o ON ERECTION DWGS. AS "NS & FS" sv Mason County Permitting :3m� TYP FLANGE BRACE @ PURLIN & RAFTER TYP FLANGE BRACE BU COL & GIRT €!-inojfi m NOTE: SEE PLANS AND ELEVATIONS FOR S NOTE:SEE PLANS AND ELEVATIONS FOR `�$� b� < FIANr:F RRACF PART MARKS < FLANGE BRACE PART MARKS COLLATERAL DEAD LOADS, UNLESS OTHERWISE NOTED, ARE ASSUMED TO BE TYPICAL FIELD WELD N N UNIFORMLY DISTRIBUTED. WHEN SUSPENDED SPRINKLER SYSTEMS, UGHTING, o HVAC EQUIPMENT, CEILINGS. ETC. ARE SUSPENDED FROM ROOF MEMBERS, REQUIREMENTS ERECTOR NOTE: �� CONSULT ENGINEER OF RECORD IF THESE CONCENTRATED LOADS EXCEED 5O0 PURUN /� r o POUNDS (USING THE WEB MOUNT DETAIL) OR 200 POUNDS (USING THE FLANGE (UNLESS NOTED OTHERWISE ON DRAWINGS) BRACE'X' NOTE:THE PURUN MOUNT DETAIL), OR IF INDIVIDUAL MEMBERS ARE LOADED SIGNIFICANTLY MORE BRACING ATTACHMENT m THAN OTHERS. ALL FIELD WELDING MUST BE PERFORMED BY AWS/CWB CERTIFIED WELDERS PURUN METHOD IS THE SAME WHO ARE QUALIFIED FOR THE WELDING PROCESSES AVID POSITIONS INDICATED. REGARDLESS OF THE SECONDARY MEMBER cr PURLIN FLANGE ALL WORK MUST BE COMPLETED AND INSPECTED IN ACCORDANCE WITH THE TYPE (ZEE, , ETC)E, SAVE STRUT, BEAM, M PURUN STIFFENING UP APPLICABLE AWS/CWB SPECIFICATIONS. 1r I I ?i IN PURUN WEB WELD ELECTRODES USED FOR THE SMAW (OR STICK) WELD PROCESS MUST BE 70 KSI/463 MPa MATERIAL AND LOW HYDROGEN CONTENT. INSTALLATION INSTRUCTIONS � Z la GENERAL RESTRICTION: I 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 BE FIELD MODIFIED FROM THE FACTORY SUPPLIED CONDITION. (1) Htozo FASTENER PER END. ALSO DO NOT HANG ANYTHING FROM PURLIN STIFFENING UP. GALVANIZED STEEL FIELD WELDING 2) CONNECT THE PURUN BRACES AT THE RECOMMENDATIONS INTERSECTION WITH (1) H1020 FASTENER 3 s OPTIONS FOR SUPPORT ATTACHMENTS PREPARATION OF WELD AREA (1) H1020 m FASTENOPTION OPTION B AWS D-19.0, WELDING ZINC COATED STEEL, CALLS FOR WELDS TO BE (TYPICALE) ROOF EL LINE t 200 LBS MAX (500 LBS MAXI MADE ON STEEL THAT IS FREE OF ZINC IN THE AREA TO BE WELDED. FOR f DRILL SUPPORT SUPPORT ANGLE OR SOME GALVANIZED STRUCTURAL COMPONENTS, THE ZINC COATING SHOULD BE THROUGH THE OTHER TYPE OF REMOVED AT LEAST ONE TO FOUR INCHES (2.5-10 cm) FROM EITHER SIDE BOTTOM FLANGE OF BRACKET. (NOT BY TUBS) 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 PURLIN WEB. PURUN BRACE'X• „AN METHOD; BURNING THE ZINC AWAY OR PUSHING BACK THE MOLTEN ZINC MK. (SEE PLAN) $ 1/2.0 MAXIMUM BOLT PURUN : A (NOT BY MBS) FROM THE WELD AREA ARE ALSO EFFECTIVE (1) H1020 FASTENER g ANGLE SUPPORT TOUCH-UP OF WELD AREA oil 1 '61 (NOT BY MBS) WELDING ON GALVANIZED SURFACES DESTROYS THE ZINC COATING ON `,�9€ AND AROUND THE WELD AREA. RESTORATION OF THE AREA WILL BE 1' MAXIMUM FROM 1"t 1' MAXIMUM FROM hp s 2 a CENTERLINE OF PURLINPERFORMED IN ACCORDANCE WITH ASTM A 780, STANDARD PRACTICE FOR PLAN VIEW OF PURLIN BRACING LOCATIONS PER BAY a a i gads WEB TO CENTERLINE OF WEB TO CENTERLINE OF REPAIR OF DAMAGED AND UNCOATED AREAS OF HOT-DIP GALVANIZED 5$ .9 SUPPORT SUPPORT 1) THERE ARE ALWAYS (2) ROWS OF PURUN BRACING REQUIRED REGARDLESS U \ $ In COATINGS, WHICH SPECIFIES THE USE OF PAINTS CONTAINING ZINC DUST, OF THE BAY LENGTH. r a I S ZINC-BASED SOLDERS OR SPRAYED ZINC. ALL TOUCHUP AND REPAIR 3 r W W 2)THE PURUN BRACING IS ALWAYS SPACED AS SHOWN IN THE DETAIL BELOW. � METHODS ARE CAPABLE OF BUILDING A PROTECTIVE LAYER TO THE _ ,� Sl OPTION C: X. THICKNESS REQUIRED BY ASTM A 780. RAFTER 200 LBS MAX SAFETY & HEALTH IF PURLIN FLANGE -�±1" WHEN WELDING DIRECTLY ON GALVANIZED STEEL IS UNAVOIDABLE, OSHA SUPPORT CLAMPS 'X" - TOTAL PROJECTED PERMISSIBLE EXPOSURE UMITS (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') BRACE'X' PURUN LAP 7 CONTAIN ZINC, IRON, AND LEAD. FUME COMPOSTIION TYPICALLY DEPENDS CLAMP 1" MAXIMUM NOTE: ON THE COMPOSITION OF THE MATERIALS USED, AS WELL AS THE HEAT (NOT BY NBS) THE CENTERLINE OF THE SUPPORT APPLIED BY THE PARTICULAR WELDING PROCESS. IN ANY EVENT, GOOD z MUST BE WITHIN 1" FROM 0.38 x LENGTH 10.24 x LENGTH 0.38 x LENGTH.CENTERUNE OF THE PURLIN WEB. VENTILATION MINIMIZES THE AMOUNT OF EXPOSURE TO FUMESLENGTH J W CENTERLINE OF SUPPORT CENTERUNE OF PURLIN PRIOR TO WELDING ON ANY METAL, CONSULT ANSI/ASC Z-49.1, U SAFETY IN WELDING, CUTTING AND ALLIED PROCESSES, WHICH CONTAINS _ z o INFORMATION ON THE PROTECTION OF PERSONNEL AND THE GENERAL $ p O AREA, VENTILATION AND FIRE PREVENTION. m PURUN BRACING ATTACHMENT <2:12 SLOPE U) g . PURLIN SUPPORT METHODS °� SEE ROOF FRAMING PLAN(S) FOR PURUN BRACING J Z m INFORMATION COURTESY OF AMERICAN GALVANIZERS ASSOCIATION MARK NUMBERS, QUANTITIES, AND LOCATIONS 0 F TYPICAL WASHER I_- < W 0 U N REQUIREMENTS ERECTOR NOTE REQUIRED ASSEMBLY w z (UNLESS NOTED OTHERWISE ON DRAWINGS) APPROVED AS NOTED p W ZEE MEMBERS. (NO X: CO BOLT HEAD SLOT SLOT TO SLOT CONNECTIONS WASHERS REQUIRED) I- � Q O Reviewed for Code Compliance for those items W CO o O WASHER WASHERS ARE REQUIRED ON listed on the application for permit. W � a O Q m C) BOTH SIDES OF MATERIAL IF w W U = W o WASHER SLOTS ARE USED ON BOTH �' Pro Project shall comply I with permit conditions as C� R LU = r NUT SLOT SIDES (NOTE LAPPED ZEE SECTION A" p y p W o o = = o MEMBER EXCEPTION). noted on the permit. a U Q U o = N O N • BOLT HEAD SLOT SLOT TO HOLE CONNECTIONS The plans shall be on site at the time of the 2 WASHER ONE WASHER REQUIRED ON LAPPED ZEE inspection.Failure to have permit and plans on �er1 cHRjsr 0 SLOTTED SIDE ONLY. P MEMBERS, site may require re-inspection. p4 L T� 0 NUT HOLE GIRrs - Any plan revisions shall be submitted and LAPPED NESTED REGION approved PRIOR to installation or field changes. ,< Changes in Engineering Documents or Details 5202 ® BOLT HEAD4ii HOLE HOLE TO HOLE CONNECTIONS require a letter and stamped detail unlesss ts�' NO WASHERS ARE REQUIRED N otherwise approved. WHEN SLOTS ARE NOT USED. 07127 2020 NUT HOLE $tT W -5 • w E ov oE59S^� In $isresa+i. 2 0 WASHER PART NUMBERS sa-asmgg�sls Mason County Permitting �vA���7��s� �- H0200 - 1 2' FLAT WASHER H0240 - 1" FLAT WASHER NO WASHERS REQUIRED AT BOLTS USED IN 14g:a�s= O H0210 - 518' FLAT WASHER H0250 - 1 1/8' FLAT WASHER THE LAPPED REGIONS OF ZEE MEMBERS. v:s R�€rr 5? d H0220 - 3/4" FLAT WASHER H0260 - 1 1/4" FLAT WASHER H0230 - 7/8" FLAT WASHER SECTION "B" 3 a�ge3„�E€'€e 56 5_s ao8� Mason County Permitting CF- FR I---I All NED CRIMPING IN �S;TERUCTION � O N O IMPORTANT NOTE: THE INSTRUCTIONS ON MANUAL CRIMPING TOOL OPERATION CFR SEAM TYPES NUCOR ROLL LOCKm SEAM " THE PAGE ONLY ADDRESS THE USE OF THE Operating GENERAL OPERATION Crimped Roof Panel Roof Panel M Handle at with HAND CRIMPING TOOLS. THE INSTRUCTIONS 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 o 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 N g locations. At low Eaeo,iKidge,Pond CrIM a Rdaps Between Panel Clips MECHANICAL SEAMER KIT. m =i SPEC ZED SEAMING AND HAND CRIMPING TOOLS the hand The "Roll Lock" Seam regtuthaIres the roof panels save,crimped with The finished seam of the CFR roof panels requires special seaming "A" "B" de of the riroof panels,tool aand theaend nel clapp thTheMotorized igh tools that are available only through NBS. Seaming Machine is not required for this seam type. o CAUTION: The use of other seaming/crimping equipment will result in faulty and/or damaged seams and shall invalidate the roof Stationary Stationary system's material and weathertightness warranties. Handle at Handle NUCOR VISE LOCK® SEAM NUCOR VISE LOCK 3600 SEAM STEP 1 Horizontal STEP 2 Roof Panel Roof Panel Roof Panel Roof Panel EA SMING TOOL SOURCE Position w The seaming tools are provided by NBS in accordance with the a terms and conditions of the NBS contract documents. Contact the Panel Clip Panel Clip o x NBS Quality Service Representive to arrange scheduling, delivery m and turn of the seaming tools OR to purc ase other roof accessory `o toolsTcrimpers, modulartty tools and clamps Operating IMPORTANT: It shall be the erectors responsibility to ap ly the Nucor Roil LockTN Handle FINISHED SEAM THE FULL LENGTH OF THE PANEL RUN (PER DESIGN) FINISHED SEAM THE FULL LENGTH OF THE PANEL RUN (PER DESIGN) Set tool The Vise Lock 360 seam can be achieved b three different methods: hood crimping method in such a way as to ensure the the panels have been flush on to The Vise Lock seam can be achieved by two different methods: y adequately secured until mechanical seaming can occur. p 1. Continually hand crimping the seam with the 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 Viae Lock 360 crimper. This crimper S 2. Mechanically seaming with a Vise Lock Seaming Machine. is a buy—out tool and is used to hand trim small edge and R A F CFR CRIMPING SEAMING Stationary y P g g n comer zones. Handle Refer to the CFR SEAMING MANUAL for specific motorized seaming S n r REQ lIRE1tAF_NTS 2. Utilizing a two pass (separate saamere) seamer method. Meaning instructions. This manual is included in the Motorized Seamer Kit. the first pass seamer would be a Vise Lock Seamer and the THE DESIGN OF THIS STRUCTURE REQUIRES THAT 11 second seamer would be a Vise Lock 360 Seamer. MM THE FOLLOWING SEAMING METHOD BE UTILIZED: Operating 3. Utilizing a Single directional Vise Lock 360 Seamer. r Handle Refer to the CFR SEAMING MANUAL for specific motorized seaming 1)N NUCOR ROLL LOCKTm sEAM (SEE NOTE t AND 2 BELOW) instructions. This manual Is included in the Motorized Seamer Kit. h d 2 MODIFIED NUCOR ROLL LOCKTM sEAM(SEE DETAIL ON FOLLOWING SHEET) SECTION A SECTION B WFJ�o 3)0 NUCOR VISE LOCK®sEAM(SEE NOTE t,2 AND 3 BELOW) u >f I� NOMENCLATURE $611,v 4)0 NUCOR VISE LOCK 360%EAM (SEE NOTE 2 AND 3 BELOW) The detail above identifies the operational parts of the Roil ' u$w au NOTE 1: ADDITIONAL SEAMING MAY BE NECESSARY AS SPECIFIED Lock�se Lock Crimping Tool. This crimping tool is shown for the OPERATING HANDLE t $€ BY THE BUILDER. manually producing the Roll Lock Seam. (OPEN POSITION) OPERATING HANDLE Ea S (OPEN POSITION) OTE 2: MULTIPLE SEAMING TYPES MAY BE REQUIRED. REVIEW THE TOOL ORIENTATION do FORMING THE SEAM STATIONARY ROOF SEAMING PLAN CAREFULLY FOR SEAMING REQUIREMENTS. Orient the tool to o correctly onto the roof panel seam as HANDLE 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 PMOT POINT PMOT 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 INFO JNOIF: 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 OPERAlNG HANDLE WHEN TO CRIMP/SEAM the orientation on the seam is the some. (CLOSED (CLOSED POSITION) 2 As work progress's, It shall be the erectors responsibility to apply the Nucor Roll LDcIP" hand crimping method in such a way ae to ensure that the panels have been MANUAL CRIMPING AT SAVE, ENDLAP, POSITION) PUSH ROD adequately secured until mechanical seaming can occur. RIDGE AND AT EACH CLIP ~ Whenever poaeible, the installed roof panels should be mechanically seamed as work FRAME PUSH ROD FRAME W pragraee's OR at the completion of each day's work. If high winds or AT FAVE or AT CLIPS U) U rain/snow conditions are imminenet,the installed roof panels must be seamed RIDGE END of Crimping _ before such conditions occur. ROOF PANE].. Tool Crimping Tool Z Refer,to the project erection drawing Roof Seaming Plan and/or Detail pages PMOT POINT PMOT POINT u U) to determine what seaming option Is required.The above detail conveys the MINIMUM seaming requirements based upon the design of the project. Additional J Z w seaming may be necessary as apeced by the builder. NOTE: mutt pie seaming 12" STATIONARY SHOE STATIONARY SHOE STATIONARY SHOE!!� STATIONARY SHOE J O types may be required on a project, review the Roof Seaming Plan and details carefully. Eave or CRIMPING JAW OPEN CLOSED CRIMPING JAW OPEN CLOSED co U w Ridge Penal Clip I— J N CHECK PANEL ASSEMBLY End of _J Z Q Roof (Under Roof Panel Panels) � 1 1 — I I— � U ¢ O Female Male Li Female Male Li AT ENDLAPS Crimping Tool Crimping Tool W W w —� O O p p P STEP 1 UN—CRIMPED SEEP 2 — CRIMPED STEP 1 ROLL LOCKED/ STEP 2 VISE LOCK 360 CRIMPED 2 � O Q � O Hook Hook w a W z V = w C) O Correct Wron MANUAL CRIMPING WITH THE MANUAL CRIMPING WITH THE 0o o U o U o = o False seamed) STAND—UP VISE LOCK CRIMPER STAND—UP VISE LOCK 360 CRIMPER N SIDE LAP FiT—UP Before seaming and/or crimping, inspect the full length of each o OnSfLp'n' The Manual Crimping procedure for the stand—up Yse Lock 360 �1CHR�roof panel side lap. Check that the IEp at the panel's male The Manual Crimping procedure for this stand—up Vise Lock crimper 0 ed a is enclosed b the hook of the ad scent anel's female RRo f Panell Is the same procedure as the small Vise Lock hand crimper. Thiscrimper is the same procedure as the small Vise Lack 360 hand a OFBt,�sy U g y 1 P En� Laperimper. This crimper is designed to be used in conjunction withedge, as shown in the detail above. Any conditions where the U —Sl�p� crimper could c used in conjunction with the stand—up the stand—u Vise Lack crim er OR seamer. Continunall crim in m �eked o anal Vise Lack 360 crimper. Continunall crimping with this crimper will P P y crimping u male lip is not positioned inside of the female hook must be end of P y p g P with this crimper will result in a Vise Lock 360 Seam. corrected before attempting to seam crim the roof panelsSTE. 1 Panel SEEP 22 result in a Vise Lack Seam. p p g / p p TOOL OPERATION CAUTION* False seaming may occur where the female lip does 5202� 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 Stop 1 After the area has been completely seamed or crimped "ios I cannot provide their designed wind load and weather resistance. crimping at the save or ridge and of the roof panel, crimp panel to form the VISE LOCK SEAM, place the VISE LOCK 360 crimper SjQrAt STEP 1 With the handle in the upward position, place the VL 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. Imo�r�oer 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, RJycement of crimpgT an the panel may result in panel and/or Step 9 Push the handle down until it stops. Release handle and S � _� gy tu tu displaced clips must be corrected before attempting to seam as shown in Detail above. crimper damage. move the crimper approximently 4 repeat step #1. e "sa = the roof panels. TOOL POSITION AT AN END LAP When crimping at an end lap, IMPORTANT: If the 360 tool does not form the VISE LOCK 360 $=. e6"g CAUTION Panel clips that are not properly aligned can cause a cnmping mus a one in two steps. STEP Push down on the handle until it stops. Release and — . § KWa1e faulty seaming/crimping and objectionable seam appearance. seam correctly, then stop and check the seam to see if you rr" r SEAM DAMAGE STEP 1 Center the end of the crimping tool over the end lap move the crimper approximently 4" and repeat step $1 (as needed). have a good contiuous VISE LOCK SEAM. If not, then tag"9 �° s�^ p Before seaming, check that the male and female edges do not and seam that area. pe "�"su$� STEP 2 Position the and of the crimping tool 3" from the edge re—crimp/seam the area with the proper VISE LOCK tool. €8 "¢€1 LO � have kinks or other distortions. Any such distortions must be of the end lap and seam that area to ensure that the panel x DO NOT USE THE VISE LOCK 36D CRIMPER FOR TEMPORARY GRIMPINC x, n o � sa a corrected before attempting to seam the roof panels. clip at this location is also crimped. F�vm�Ewh gvm�A Ci CFR ROOF SYSTEM ERECTION AND APPLICATION REQUIREMENTS ' N ; o� I. GENERAL. ERECTION NOTw II. DESIGN AND PERFORlaANw CRT MLA, (CONTINU 0) CFR PAtvEL° CLIP ATTACHMEtJ T DETiAiL 1.1 UNLOADING AND STORING. 2.3 PANEL CUP FASTENING REQUIREMENTS. 7.1.1 CHECK THETHE QUANTITIES AND CONDITION OF CFR BUNDLES AND TRIM CRATES ON ARRIVAL. NOTE 2.3.1 MBS STANDARD CUP FASTENERS ARE DESIGNED TO FASTEN TO A STEELCO SYSTEMS SHALL NOT BELIABLE FOR DAMAGE OR SHORTAGES WHICHDISCREPANCIES. MBS NOT BUILDING ULL I G THE STRUCTURAL MEMBER OF.060•MINIMUM THICKNESS (16 GA.).A MINIMUM OF TWO Mason County Permitting 'CFR* ROOF PANEL SYSTEMS TICKETS. FASTENERS ARE REQUIRED TO ENGAGE THE STRUCTURAL MEMBER AT EVERY PANEL CUP LOCATION.DELIV 33 1.7.2 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 Y CHART AT RIGHT AND IN THE ERECTION 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 ON THE END OF EACH BUNDLE. IF THE TAG IS NOT ON THE BUNDLE, 1 YOU MAY CALCULATE THE WEIGHT OF THE BUNDLE WITH THE FORMULA: AND LOADING. 1/2.OR 1 1/2' 8 (CITY. OF PANELS X BUNDLE LENGTH X 2.6Ibe. PER FOOT) R00 LINE 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. 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 12 WIDTH NYLON STRAPS. STRAPS SHOULD BE 15 TD 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 THE PANELS,STEEL CABLES,CHAINS, OR CHOKERS SHALL NOT BE USED. SECONDARY STRUCTURAL MEMBERS. REFER TO THE DETAILS FOR PROPER JAMB 1.1.4 THE CFR PANELS AND ACCESSORIES SHALL BE STORED ON HIGH GROUND,SLOPED TO DRAIN,AND LOCATIONS AND DIMENSIONS. TARPED TO PROTECT FROM MOISTURE FORMATION. THE TARP SHOULD BE OPEN AT EACH END c TO ALLOW CONSISTENT AIR FLOW THROUGH THE BUNDLES. THE RECOMMENDED PROCEDURES STANDARD PANEL CLIP ATTACHMENT •` ARE OUTLINED IN THE CFR ERECTION MANUAL MBS WILL NOT BE HELD 2.4.2 THE CFR ROOF SYSTEM IS DESIGNED AS A FLOATING SYSTEM CURB FRAMING AND RESPONSIBLE FOR DAMAGE OR DISCOLORATION OF PANELS CAUSED BY IMPROPER STORAGE FLASHING MUST BE DESIGNED ACCORDINGLY TO ALLOW THE CURB SYSTEM TO FLOAT WITH THE CFR ROOF DURING THERMAL EXPANSION AND CONTRACTION. ROOF CURBS SHALL NOT c 1.2 ERECTION SEQUENCE. SPAN THE RIDGE OF A BUILDING. 1.2.1 THE CFR ROOF SYSTEM IS DESIGNED TO BE ERECTED FROM EITHER END OF THE BUILDING. CLIP FASTENING NOTES: 9 IN RARE CASES,DUE TO THE BUILDING LAYOUT,IT MAY BE REQUIRED TO START ERECTION 2.5 INSULATION REQUIREMENTS. 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 7 NUCOR CLIPS ARE DESIGNED WITH (4) HOLES. 1.2.2 FULL-WIDTH PANELS ARE PROVIDED FOR START PANELS TO BE FIELD CUT TO THE PROPER WIDTH. SHEETING. THIS ALSO PROVIDES A BUFFER BETWEEN THE PURUNS AND THE CFR ROOF TO ? WORK FOR EITHER A.PURUN OR BAR JOIST SYSTEM. m � THIS MAY CAUSE THE RIBS TO BE OUT OF ALIGNMENT ACROSS THE RIDGE. ELIMINATE NOISE AND POSSIBLE DAMAGE DUE TO METAL-TO-METAL CONTACT. MBS CAN ? 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.) ? FAILURE TO COMPLY REQUIREMENTS YOUR JOBS SPECIFIC FASTENER REQUIREMENTS s v 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 — FOR DMENNSIONS 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 2.6 PAINTED CFR ROOF. RIDGE FROM THE SAME END OF THE BUILDING-UTILIZING THE SAME WIDTH STARTPANEL ? DO NOT OVFRDR . .FASTENERS ON SLIDING CLIPS, OVER DRIVING CAN ACROSS THE RIDGE, IT IS SUGGESTED ERECT THE ROOF PANELS ON BOTH SIDES OF THE 2.6.1 PAINTED STANDING SEAM ROOF PANELS ARE OFTEN PROVIDED BY MBS. IN THIS CASE, STRIP THE THREADS, CAUSE THE CLIP NOT TO ENGAGE THE SUPPORT PANEL RUNS WITH TRANSLUCENT PANELS HAVE BEEN PLACED AS SPECIFIED IN THE ORDER THE CINCH STRAPS,curTFR BRACKETS, END DAMS,AND OTHER MEMBER PROPERLY AND/OR THE CLIP NOT TO SLIDE PROPERLY. USE DOCUMENTS. ACCESSORIES WILL BE.PROVIDED IN THEIR NORMAL UNPAINTED FINISH. FIELD PAINTING SCREW GUNS WiTH TORQUE CONTROL SET TO FUNCTION PROPERLY FOR MAY BE REQUIRED: IF SO, PAINT IS NOT PROVIDED 13Y M3S. 1.3 COORDINATION WITH OTHER TRADES. THE COMBINATION OF FASTENER SIZE, HOLE SIZE, AND MATERIAL 3 8 n C 1.3.1 SUPPORTS FOR THE CFR ROOF SYSTEM SHALL BE PROVIDED AND ARE REQUIRED AS SHOWN THICKNESS. R N IN THE SECTIONS AND As NOTED IN THESE SPECIFICATIONS. ALL NECESSARY CLEARANCE III' COMPOSITE CFR ROOF SYSTEM 7 SPREAD FASTENERS OUT AS FAR AS POSSIBLE. AVOID PLACING FASTENERS I Td oil. DIMENSIONS FOR PROPER ELEVATIONS RELATIVE TO THE ROOF PANELS HAVE BEEN SHOWN, (APPLICABLE FOR COMPOSITE CFR ROOF SYSTEMS) SIDE BY SIDE. THE ERECTOR SHALL BE RESPONSIBLE FOR COORDINATING THESE DIMENSIONAL REQUIREMENTS 3.1 PRODUCT DEFINITION. $ WITH OTHER TRADES ASSOCIATED WITH THE BUILDING ROOF SYSTEM. 3.1.1 REFER TO THE SECTIONS AND DETAILS IN THESE DRAWINGS FOR SPECIFIC CUP FASTENING a 1.4 ERECTION CARE REQUIREMENTS,INSULATION THICKNESS REQUIREMENTS AND LINER DECK TYPE. STD. CLIP i 1.4.1 THE ERECTOR MUST BE SKILLED IN THE ERECTION OF METAL BUILDING SYSTEMS AND IS 3.1.2 COMPOSITE CFR ROOF WITHOUT THE USE OF A LINER DECK IS NOT A MBS STANDARD PRODUCT r RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE LOCAL,FEDERAL,AND STATE CONSTRUCTION APPLICATION. DUE CONSIDERATION MUST BE GIVEN TO THE EFFECTS OF CONDENSATION BY STANDARD CFR CLIP FASTENER y. AND SAFETY REGULATIONS INCLUDING OSHA REGULATIONS AS WELL AS ANY APPUCABLE THE ENGINEER OF RECORD OR ARCHITECT WHEN THIS OCCURS. IN ADDITION,GREAT CARE �� 8 13 REQUIREMENTS OF LOCAL,NATIONAL, OR INTERNATIONAL UNION RULES OR PRACTICES. THE MUST BE TAKEN BY THE ERECTOR TO INSURE THAT THE ROOF SYSTEM IS ERECTED IN A REQUIREMENTS a - i$ ERECTOR REMAINS SOLELY RESPONSIBLE FOR THE SAFETY AND APPROPRIATENESS OF ALL I 1 7 TECHNIQUES AND METHODS UTILIZED BY ITS CREWS IN THE ERECTION OF THE METAL BUILDING SAFE.°0A11TM MANNER. STD. 4" CFR CLIP PART NUMBERS NON-FAT JOBS '� � s SYSTEM AND/OR THE CFR ROOF SYSTEM. THE ERECTOR IS ALSO RESPONSIBLE FOR SUPPLYING 3.2 VAPOR BARRIER. (2) FASTENERS PER CLIP (U.N.O.) >t ANY SAFETY DEVICES SUCH AS SCAFFOLDS, RUNWAYS NETS, ETC.WHICH MAY BE REQUIRED 3.2.1 VAPOR BARRIER MUST BE USED BETWEEN THE LINER DECKIN3 AND THE INSULATION TO PREVENT MARK III PART DESCRIPTION H1070 AT JOISTS 8 yy up TO SAFELY ERECT THE METAL BUILDING SYSTEM ANTI/OR CFR ROOF SYSTEM. CONDENSATION.THIS BARRIER IS NOT FAY MBS. REFER TO THE ERECTION DRAWING DETAILS. H2500 SHORT FIXED CUP H7020 AT PURUNS 13 3 INSULATION. ' 1.4.2 THE ERECTOR OF THE CFR ROOF SYSTEM SHALL EXERCISE GREAT CARE AND ATTENTION TO THE 3. 3.3.1 RIGID BOARD INSULATION CAN BE USED IN CONJUNCTION WITH A COMPOSITE CFR ROOF SYSTEM. H2510 TALL FIXED CUP FM 1-60 JOBS I1 DETAILS AS SHOWN ON THESE DRAWINGS AND IN THE CFR ERECTION MANUAL TO THE RIGID BOARD INSULATION MUST BE CUT TO ALLOW FREE MOVEMENT OF THE BACK-UP (2) FASTENERS PER CUP t r S INSURE A SECURE AND PROPER FIT OF ALL COMPONENTS. MBS PLATE AT PANEL SPUCES, SINGLE SLOPE HIGH EAVES AND kIDGE LOCATIONS. H2520 SHORT SLIDING CUP H1070 AT JOISTS SHALL NOT BE RESPONSIBLE FOR SUPERVISING AND/OR COORDINATING THE ERECTION OF H2530 TALL SLIDING CUP H1020 AT PURUNS THE CFR ROOF SYSTEM WITH OTHER TRADES. 3.3.2 UNFACED FIBERGLASS (BATT) INSULATION CAN BE USED IN CONJUNCTION WITH A COMPOSITE CFR ROOF SYSTEM. FM 1-90 THRU FM 1-150 JOBS 1.4.3 DUE CONSIDERATION MUST BE GIVEN BY THE ERECTOR TO THE EFFECTS OF THERMAL EXPANSION AND CONTRACTION WHEN ERECTING A ROOF TIE-IN TO AN EXISTING STRUCTURE TO INSURE n/• CFR ROOF COMPONENTS WiTH ENGINEERING (2) H1070 AT JOISTS A SAFE,SECURE,WEATHEI TIGHT CONDITION. FLASHING FOR TIE-INS TO EXISTING BUILDINGS (3 H1020 AT PURLINS 15 TYPICALLY NOT INCLUDED AS PART OF THE MATERIAL PROVIDED BY MBS BUILDING (APPLICABLE FOR CFR ROOF COMPONENTS WITH ENGINEERING ORDERS) SYSTEMS. REFER TO THE SECTIONS AND DETAILS FOR SPECIFIC MATERIALS PROVIDED BY 4.1 COMPONENTS WITH ENGINEERING DEFINITION. MBS 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 ENGINEERING.- CFR PERIMETER CLIP 1.5.1 WHEN FIELD CUTTING OR MITERING CFR ROOF PANELS, NON-ABRASIVE CUTTING TOOLS SUCH AS THIS SIMPLY MEANS THAT MBS SHALL CALCULATE THE QUANTITIES 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 Q 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 OTHER TRADES OF THE CUTTING DEVICES MAY VOID YOUR FACTORY WARRANTY. 4.2 DIAPHRAGM. PROJECT TO INSURE A SAFE,QUALITY,AND PROPER APPLICATION OF THE ROOF SYSTEM. CFR PERIMETER CLIP PART NUMBERS PERIMETER CLIP Z II. DESIGN AND PERFORMANCE CRITERIA THE MBS ROOF 15 DESIGNED TO ACCOMMODATE THERMAL EXPANSION AND CONTRACTION AND WILL MARK # PART DESCRIPTION FASTENER p NOT ACT AS A DIAPHRAGM FOR RESISTING LATERAL LOAD FORCES OR PROVIDING LATERAL H2720 SHORT SLIDING 8" CLIP REQUIREMENTS 2.1 ROOF SYSTEM. STABIUTY TO THE ROOF STRUCTURAL MEMBERS. DUE CONSIDERATION FOR THIS MUST BE J 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 H2730 TALL SLIDING 8" CUP PURUNS - (3) HIC20 LU 2'-0'AND A PANEL SEAM THAT IS BETWEEN 3 1/2'AND 4 1/2'HIGH DEPENDING ON CUP IS DESIGNED TO FLOAT,WILL NOT SUPPORT STRUCTURAL MEMBERS LATERALLY. WHEN TYPE USED. REFER TO THE DETAILS AND SECTIONS FOR SPECIFIC PANEL CUP TYPE. REPLACING AN EXISTING SCREWDOWN ROOF,ADDITIONAL BRACING MAY BE REQUIRED TO H2740 SHORT SLIDING 12' CLIP JOISTS - (2) H1070 U 2.2 PANEL CLIP SPACING. LATERALLY SUPPORT THE MEMBERS. ENGINEERING AND MATERIAL FOR THESE USES SHALL NOT 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' CLIP Z_ MEMBERS. PANEL CUP SPACING REQUIREMENTS ARE AS FOLLOWS: 4.3 CUP FASTENING REQUIREMENTS. H276O SHORT SLIDING 16" CLIP FOR CFR ROOF ON A MBS BUILDING: CUPS ARE REQUIRED AT EVERY PURUN AND/OR 4.3.1 REFER TO PART II, "DESIGN AND PERFORMANCE CRITERIA'FOR CFR ROOF PANEL CUP FASTENING H2770 TALL SLIDING 16' CLIP co ROOF JOIST. _I FOR CFR ROOF ON A NON-ARTS BUIInING: MAXIMUM CUP SPACING IS TO BE 5'-0'FOR Z REQUIREMENTS. PURUN ROOFS AND 5'-6'FOR JOIST ROOFS. J O ROOF SHEETING ERECTOR NOTES STANDARD FASTENER SCHEDULE CFR EAVE PLATE DETAIL SELF TAPP SCREW SELF-DRIWNG SCREW SELF-DRILLING SCREW ~ W Z Q 1.) THE ROOF SHEETING PLAN IS SHOWN WITH THE ROOF PANELS BEING H1000 ;ING SCREW) H1042 12-14 x 7/8' I2-24 x t 1/2'TCP5 SPECIAL CONDITON AT A COLD—FORMED BOX BEAM O LU ERECTED FROM "LEFT-TO-RIGHT". IF THE DESIRE IS TO ERECT THE ROOF n 1t/4• TCP3 w/o WASHER W/O WASHER 3' 1F THIS PRO ETT HAS A COIn-FORMED Box BE.�: ZPANELS FROM 'LEFT-TO-RIGHT FOLLOW THE ROOF SHEETING PLAN AS wAENER � 5{76'HEwt AT THE LOW EAVE O NOT ATTACH ROOF CUPS TO THE BOX BEAM. n- U a OSHOWN. IF THE DESIRE IS TO ERECT THE ROOF PANELS FROM Nc ASTENER W 1/2 THK µAX 3/8'HEAD 5/i6'HEAD DRILLING CAPACITY 1 2" OR 1 1/2" )AT A STRUT LINE(ADJACENT TO A PURUN), Q[ATTACH ROOF CUPS TO THE BOX W w� J N O "RIGHT-TO-LEFT", FOLLOW THE INSTRUCilONS SHOWN BELOW. CFR ROOF EL LINE EAVE MEMBER VARIES BEAM. (NOTE:THE STRUT LINE COULD BE AT THE HIGH EAVE). W Q 19 O H1020 SELF-DRIWNG SCREW H1045 SELF-DRILLING SCREW��Q 1/8"x 3/16' ROOF STE 3 AT THE HIGH FAVE THAT IS J�AQJdC�HI TO A PURUN,DQ ATTACH ROOF CUPS TO THE z w af U = C 1/4-14 x 1 1/4'TCP3 12-14 x 2' STAINLESS STEEL (NOT SHOWN) ) o W Ell m 2.) START & FINISH PANEL DIMENSIONS SHOWN BELOW ARE FOR EXAMPLE w/o WASHER TCP3 W/o WASHER BLIND POP RNET EAVE PLATE BOX BEAM. w 0 0� _ M IL N ONLY. 5/18'HEAD (9�-0" LONG) H1020 FASTENERS o' t- �i °� U m N O 3/16'THK MAX AT 6' O.C. a� v U C\l 3.) WHEN SETTING BUNDLES OF PANELS ON THE ROOF, THE -MALE RIB' MUST DRILLING CAPACITY 5/16'HEAD WALL STEEL LINE ALWAYS BE AWAY FROM THE END OF THE BUILDING WHERE THE SHEETING WILL H1030 SELF-DRIWNG SCREW H1047 SELF-DRILLING SCREW H1110 3//8'0 STAINLESS BEGIN. 91 TCP2 WITH WASHER TCP3 FLAT TOP GRoiJMET FASTENER EAVE PLATE PART NUMBERS WITH SCULPTURED RAKE TRIM �� CUP CUP �,�eog csrf9 0 WASHER ROOF PLANE /� LONG LIFE FASTEH� W/ HEAD 4 AT SHORT CLIPS AT TALL CUPS BOx BEAMS BOX BEAMS PURUN BOX BEAM j y � U J r EAVE TRIM DETAIL PART# EAVE TRIM DETAIL H1035 SELF-DRILLING SCREW H1050 SELF-DRIWNG SCREW H1220 SELF-DRILLING SCREW AT LOW EAVE AT STRUT LINE AT HIGH SAVE ORIGINAL LAYOUT d MALE RIB 12-14 x i 1/2• 1/4--14 x 7 5•TCPI 12-14 x I'TCP3 SIMPLE SAVE OR SAVE GUTTER EPB03 SIMPLE EAVE OR FAVE GUTTER 52021 LEFT—TO—RIG TCP2 WITH WASHER WtTI{WASHER w/0 WASHEA ( _ Lox SAVE EXTENSION EPE01 LOW EAVE EXTENSION SPECIAL CONDITION AT A STRONG—BACK EAVE BEAM 'MINE RIBS'—� g LONG LIFE FASTENER LONG LIFE FASTENER PHIWPS HEAD rGPTAT, 5/16'HEAD 5/16'HEAD EPD_ NEMP URED SAVE EPE_ SCULPTURED EAVE IF THIS PROJECT HAS AN EAVE BEAM WITH (2) PURUNS,AS SHOWN, DO NOT ATTACH ROOF LOW SAVE CUPS TT)THE'SECOND'PURUN. Oti27 2OZD FULL wmH PANELS H1040 SELF-DRIWNG SCREW SELF-DRIWNG SCREW PRE—DRILL DIAMETERS 12-14 x 1 1/4' 1/4-14 x 7/8•TCP1 EAVE PLATE PART NUMBERS VM SIMPLE SAVE do SIMPLE RAKE - ii �: rj ,..� TCP2 W/0 WASHER W/°WASHER 4i'Mt,�TT1T'1T1T_� 3/18'/FOR: H7020,H1070 _ ROTATE AT SHORT CUPS AT TALL CLIPS es 5iT0g3 N PANELS 180' d d 5/18f HEAD 5/1V HEAD 5/32'0 FOR: H1030,H1033, PART # ROOF SLOPE ERF SLOPE �9tH1040,H1041, a(RIGHT—TO—LEFT) H1041 SELF-DRIWNG SCREW SELF-DRIWNG SCREW H1042,Ht°45, EpA03 <OR = 4:12 c 4;12 CUP 8gA91z-"��50. Pow. 72-14 x 1 1/4 1/4-14 x 7//8' H1047,H1220 ' €'"E `Z•'TCP2 FIAT TOP TCP1 FLAT TOP EPD01 > gs `'fig -FLOW SAVE WTIN WASHER WITH WASHER 1/8•/FOR: H1050, H1060, 4:12, <OR 11:12 2, < OR = 11:12 SECOND PURUN SECOND PURLIN � � fiH PANELS H1o61 EPD02 12:12 EAVE BEAM AT LOW EAVE EAVE BEAM AT HIGH EAVE �� s 5/16•HEAD 5/16•f HEAD om8€ehgam.eC STANDARD FASTENER SCHEDULE NDTE , COVER TRIM MARK OUTLET LOCATION USE 4 POP RNETS N H1000 SELF-TAPPING SCREW SELF-DRILLING SCREW H1070 SELF-DRIWNG SCREW FILLER TRIM MK. MF801 (SHOWN) IS "USEA USING A 05 TO SQE OVAL MK.H1100 AT ALL AP,EA NEXT, CUT ALONG E1BOY1,'S',AND(GOOSCREYI) H10412-14 x 7/8" 12-24 x 1 1/2"TCP5 tIQI'REQUIRED INHERE START/FINISH THE DASHED LINES.BEND DOWNSPOUT17-14 x 1 1/4" TCP3 W/O WASHER W/O WASHER DIMENSION IS LESS THAN OR EE) TABS DOWN ALONG THE CONNECTIONS U.N.O. WTIN WASHER 6/16 HEAD 'CLASSIC WALL" EQUAL TO 3 1/2 SEE ELEVATIONS GSA—USE AT SOLID LINES.ATTACH 5 STRUCTURAL +• dgpyy TO�i7Fp TABS m NG LIFE FASTENER 1/G THK MAX CSC_USE AT IV 17 711C1URAL CB: 3/8"HEAD 5/18•HEAD DRILLING CAPACITY COD_lSE AT E 1 2'STRIJCTUITAI. WTIN(4)H1060 H107H7 12'O.C. Z CCE_—rUMSE AT 6'HEADER WRAP FASIF?If]TS• H1020 SELF-DRILLING SCREW H1045 SELF-DRIWNG SCREW H1100 1/8"x 3/16' W CCF AT 10'HFADEII WRAP �0W 1/�-14 x 1 1/4•TCP3 12-14 x 2' STAINLESS SIE71 GIB CL CCO__ AT 12'HFIOEA WRIP MK.HW/OWASHER TCP3 W/0 WASHER BLIND POP RIM a CCH_ AT Y 1 Z•FfAOER WRM FULL IN PAITTIAL ¢ i 5/18"HEAD ��� ca+ ELBOW K. �'�' +''`'�`` REQUIRED 3/16"THK MAX FOR LINER PANEL, E1BOW MK.H2330 s DRIWNG CAPACITY s/16"HEAD us NOTE 1 REFERENCE HEAD, SILL OR H1030 SELF-DRILLING SCREW H1047 SELF-DRILLING SCREW H111Q 3/8'/STAINLESS b JAMB DETAILS FOR TYPICAL piECfOR H0T}S; �11DOWNSPOUT STRAP 12-14 x 1 1/4' 12-14 x 2' GROMMET FASTENER c a " ,� TRIM PARTS AND USE ATTACHMENT 1.IF THIS PROJECT' BRACKET MK.DBAD1 FOR TCP2 WITH WASHER TCP3 FLAT TOP USE WITH ACCENT PANEL LONG LIFE FASTENER CONTRACT SPECIFIES FULL SECTION ATTACH AT PANEL RIB Lyles WfiH WASHER to M ERECTOR NOTE: 'S"SHAPES AT THE ONLY.USE(2)H1080 RR�u 5/16"HEAD /16'0 HEAD � � M N IF LINER PANEL IS NOT BOTTOM OF THE .�.END SCREWS H1035 SELF-DRIWNG SCREW H1050 SE1F-DRRLNO SCREW SELF-DRIWNG SCREW REQUIRED, ATTACH COVER DOWNSPOUT S LJEU OF ELBOWS,SEE H1220 I TRIM WITH H1040 12' O.C. 'FERULE'END DOWNSPOUT STRAP MR. 12-14 x 1 1/2• 1/4-14 x 7 8'Tll 12-14 x 1"TCP3 DETAIL-J DPA01 (SCREW STRAP TO 8 TCP2 WITH WASHER EF I-{I WASHER W/O WASHER CC_ TRIM 2 FIELD WORK L-TYPICAL AT WALL USING (1)N1080 u LONG LIFE FASTENER LIFE FASTENER PHIWPS HEAD OUTSIDE CORNER CS_ TRIM ELBOW-S-AS REWIRED ALL SPLICES SC�� FIELD BEND AND 5/18"HEAD 5/16"HEAD MK,OCA01 NOTE 1 'CLASSIC WALL' WALAT L /RION. SECTION FULL OR PNTTIAI. THEN FASTEN65TRAP�� o a' D SELF-DRIWNG SCREW SELF-DRILLING SCREW pRE-DRILL DIAMETERS SURE_/ CUSS CC RA—, C B_, CCC_, OR COD_ TRIMS MED CEE3.LOCCAOTEEDDS REQUIRED FASTENERS. m c H1 40 H1040 AT EACH SUPPORT ( ) STRAPS ONE AT 12-14 x 1 1/4' 1/4-14 x 7/8'TCP1 FINIS DIMENSION TCP2 W/O WASHER W/0 WASHER BETWEEN 12•G.C. STRUCTURAL CEE EVERY'S•. ICE.ELB MK.ELB H 3 REO'D as ._ htgt'1'1'it'tt111_r-� J/16"0 FOR: H1020,H1070 SEE pUN BEIWE7:77J SUPPORTS (USE CSA_ , CSC_, OR CCD_ TRIMS) AND DS SPLICE MK.HAN30 d� rC RIB DOWNSPOUT STRAP (MK.DPAAi)AND STRAP BRACKETS(INK. DBA01)ARE ALSO PROVIDED 5/wO HEAD 5/16"HEAD 5/3YO FOR: H1030,H1035, HEADER WRAP FOR MASONRY WALL APPLICATIONS AS WELL AS FOR ATTACHMENT TO COLUMNS. H1040,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-DRILLING SCREW H1042,H1045, OUTSIDE CORNER AT "CLASSIC" WALL FRAMED OPENING COVER TRIM PROVIDED FOR COLUMN ATTACHMENT APPLICATIONS,PRE-DRILLING WILL BE REQUIRED. ,,,,..��yy 12-14 x 1 1/4" 1/4-14 x 7/8' H1047,M122D WITH WEER TWITH WA TOPSHER 1/8". FOR: H1050, H1060, N TRIM_7 TRIM_19 GUTTER AND DOWNSPOUT AT OVERHANG g in 0 o SILL SHOWN, HEADER AND JAMBS SIMILAR © 1 i R H1081 0 o o REF ERENCE GUrTFR AND DOWNSPOUT SCHEDULE FOR S TH 5/16"HEAD 5/16"0 HAD a 9 DOWNSPOUT MARK NUMBERS GIRT /-Jm.1B FASTENER KEY END CLOSURE DETAIL OUTSIDE CORNER TRIM INSIDE CORNER TRIM = 11 $ m END CLOSURE MK.H4220 MR.H4200 MK.H4210 r g STITCH FASTENER = H106_ (POLAR WHITE.APPLY _ DOOR / WINDOW IU13E CAULK AROUND AND H31�ALL INTO 8 W 7 "ACCENT PANEL" OPENING STRUCTURAL FASTENER = H104_ END OF BSCO1 TFIM AT d 1###�� WITH COLD—FORM W�EDOPNING �v ORS,AND STRUCTURAL FASTENER = H1070 msnNG BUILDINGS• WITH HOT—ROLLED ERECTOR NOTE UNTIL WALL PANELS ARE INSTALLED, (3) H1040 SCREWS ARE TO * >t BE USED FOR TEMPORARY INSTALLATION OF THE BASE TRIM. JAMB 1XIM i� g MK. JT WALL PANEL STRUCTURAL FASTENER GIRT JAMB INSIDE PANEL CLOSURE BASE TRIM ` 12" O.C. MK. H3410 0 "CLASSIC PANEL" MK. BSBO1 11�D LL MK. H3430 0 "ACCENT PANEL" SILOE MAX.° GIRT JAMB DOOR / WINDOW MK. H3400 a REV. "CLASSIC PANEL" BASE ANGLE MK. = OPENING MAR02 (S.LV.) REVERSE "CLASSIC WALL" PANEL "CLASSIC WALL" TOP OF SLAB FLAT OF DOOR WINDOW OR MASONRY Q JAMB TRIM OPENING '. FASTEN AT 3'-0' O.C. MAX. Z STRUCTURAL FASTENER o w °0= (FASTENERS NOT 0 JAMB TRIM 12" O.C. MK. JTA :E BY M.B.S.) J JAMB TRIM SEALANT W PANEL SLIT 12"STRUCTURAL UGC RAL FASTENER MK. JTD m� (NOT BY M.B.S.) � Z STEP 3 NOTE: FIELD TRIM LEG JAMB TRIM BASE TRIM WITH ANGLE AS REQUIRED ----- -��' JJJ STEP 2 N Z o SEE WALL PANEL ERECTION NOTES FOR FASTENER LOCATIONS J ALTERNATE DETAIL 1 NOTE: FIELD CUT PANELS AS REQUIRED 0 ~' 1/5'GAP RECOMMENDED FOR WATER DRAINAGE TRIM_301 0 S I_ U) Q w n U SLIT PANEL 2' AND J SLIDE ONTO HEAD WALL- PANEL HEAD TRIM ~ W Z Q TRIM (SEE ABOVE) 0 W 5 APPROVED AS NOTED = Q 00 STEP 3 D- Reviewed for Code Compliance for those items � W W --I LV C) TRIM OVERHANG 0 2 listed on the application for permit. �W o �U = W o O EDGE OF � (D LID ® OPENING Project shall comply with permit conditions as 3 N oZS U Z oN N CAU K FROM EDGE OF 01 noted on the permit. a D_ " N TRIM TO FIRST MAJOR RIB JAMB TRIM MK. H3152 The plans shall be on site at the time of the ���T c"RISE 0 STEP 4 WALL PANEL inspection.Failure to have permit and plans on I p4 fi9 U INSIDE PANEL CLOSURE � MK. H3410 0 "CLASSIC PANEL" site may require re-inspection. MK. H3430 ® ACCENT PANEL" HEAD TRIM. MK. HTA_ MK. H3400 0 REV" CLASSIC PANEL" Any plan revisions shall be submitted and STEP 1 HEADER approved PRIOR to installation or field changes., ,�520211-pp STRUCTURAL FASTENER Changes in Engineering Documents or Detailsssrq JAMB TRIM 12' O.C. ® ACCENT' require a letter and stamped detail unless MK. IT 12' O.C. 0 'REV. CLASSIC" 07/27 2020 STEP 2 6" O.C. 0 'CLASSIC" otherwise approved. 3 HEAD TRIM .8S-2 CD c�Z MK. HTA_ sn��aEs c- 3 Mason County Permitting DOOR FRAMED OPENING TRIM DETAIL HEAD TRIM ��� _ �$� x ° ao 00 1s9=t.�="�^ s� ti o98 FOR ALL STANDARD WALL PANEL TYPES TRIM STEP 1 LEFT HAND SHOWN, RIGHT HAND SIMILAR �eB o Y gc es clRr B FASTENER KEY o N STITCH FASTENER = H106_ Q 2" ACCENT PANEL" DOOR / WINDOW STRUCTURAL FASTENER = H104_ IMPORTANT ERECTOR NOTE: OPENING WITH COLD—FORM STRUCTURAL FASTENER = H1070 m SL.IIT MAX. F� WITH HOT—ROLLED PLEASE REFER TO THE SHEETING ERECTION MANUALS FORI It JAMAB�TRIM FURTHER ASSEMBLY INSTRUCTIONS 8 FLAT OF SI7jUCTURAL FASTEANER GIRT JAMB JAMB TRIM 12 O.C. GIRT JAMB DOOR / WINDOW ON-LINE VIDEO AND MANUALS ARE ALSO AVAILABLE: a REVERSE "CLASSIC WALL" PANEL 'CLASSIC WALL" OPENING /,,-2" SLIT DOOR WINDOW S .s w OPENING PRIOR TO STARTING THE SHEETING PLEASE VISIT: a m 2" � STRUCTURAL FASTENER JAMB TRIM https://www.nucorbuildingsystems.com/resources/manuals/ _ 12' O.C. MK. JTA t STRUCTURAL FASTENER JAMB TRIM WALL PANEL 12" O.C. MK. JTD NOTE: FIELD TRIM LEG JAM STEP 3 B TRIM PANEL SLIT STEP 4 AS REQUIRED ALTERNATE DETAIL 1 S.- s NOTE. FIELD CUT PANELS g n HEADER AND SILL SHOWN — AS REQUIRED INSTALLATION INSTRUCTIONS SEAMING MANUALS 2117 EE HEAD TRIM y SETT PANEL 2'AT HEAD AND SILL TRIM WALL PANEL CFR Standing Seam Installation CFR Standing Seam � AND SLIDE ON (SEE $ 8 �8 ABOVE) FTRIM OVERHANG „ CFR Installation Videos SR2 Insulated Standing Seam •a57 STEP 4 2 EDGE OF U ; � c OPENING Video de Instalacion de cubierta tipo VR16 II Vertical Rib 3 a Ned JAMB TRIM t ; g I Classic Roof Installation INSIDE PANEL CLOSURE WALL PANEL----__,, MK. H3410 0 'CLASSIC PANEL" MK. H3430 m "ACCENT PANEL" VR16 II Vertical Rib Installation ® MK. H3400 ® REV' CLASSIC PANEL" se9l.lLlS FROM EDGE OF H 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" Q s' D.C. 'CLASSIC* SR2 Insulated Standing Seam Master Spec 13 34 19 H EADER ::HEAD TRIM. MK. HTA_ Z STEP 1 MK.THEAD A- Insulated Wall Sheetin ZZ 9 NBS Specification Guide �. 0ow3 HEAD TRIM STEP 1 w Single Curb Installation Preventative Maintenance Manual v _z JAM JAMB TRIM INDICATED BY DASHED C/)B TRIM LINE. THE SILL TRIM EXTENDS 2' Double Curb Installation MK. JT PAST EACH SIDE OF THE OPENING. zJ F STEP 3 THE JAMB TRIM THEN RESTS ON z TAB UP THE SILL TRIM. TAB LEG OF SILLi— �i TRIM BEHIND THE JAMB TRIM TO c Q N a HELP SHED WATER. 0 -� U APPROVED AS NOTED � SILL TRIM MK. STA_ O W (p Reviewed for Code Compliance for those items = STITCH FASTENERS 12'D.C. listed on the application for permit. W cU) 2 CD O 2Ww � -1 N O SILL CHANNEL STRUCTURAL FAS<f1lFRs Project shall comply with permit conditions as a W = W o 12"O.C. 'ACCENT' noted on the permit. Z o W m = r W �p o o = Z o N WALL PANEL 12"O.C. 'REV.CLASSIC" DP U m N p s' O.C. 'CLASSIC' The plans shall be on site at the time of the a N e inspection.Failure to have permit and plans on WALL PANEL CUT OFF EXTRA site may require re inspection. �Nz cHRrsr Q 5 5 �1" y�p4�4iz19�. U "TOP VIEW" 1 3/8" Any plan revisions shall be submitted and approved PRIOR to installation or field changes. " y FRONT Changes in Engineering Documents or Details SILL TRIM MK. STA_ TAB UP 52021 SEE PREP SKETCH TO 1,,3/e require a letter and stamped detail unless ,gt�� �7THE RIGHT ll�r otherwise approved. ssr STEP L TOP TOP o7r27 zozo S�4fJ�S SLIT LINE, MK. H3152 § a w FRONT FRONT VIEW It 5 _'ss STEP 5 Mason CountLy Permitting 5.5:e— o " " SILL TRIM r4$>3 ro WINDOW FRAMED OPENING TRIM DETAIL 2 2 J a CLEAR w s` o FOR ALL STD WALL PANEL TYPES. TYPICAL INSTALL €ig€ s p� LEFT HAND SHOWN, RIGHT HAND SIMILAR TRIM 99 SILL TRIM PREP I STEP 2 .`� 3 T" gom°gym Fom�E: Mason County Permitting RECEIVING MATERIALS&FILING CLAIMS BUILDING&PANEL PREPARATION SgD SIDE IAPWITHSTITCH N N SQUARE FASTENERS(SEE WALL o N STEP I:PLUMB AND SQUARE PANEL ERECTION DETAIL THIS BUILDING IS.DESIGNED,MANUFACTURED,AND DELIVERED IN THERRST STEP IN THE SUCCESSFUL INSTALLATION OF WALL 'H1060 STITCH FASTENER FOR MARK NUMBER AND o PANELS IS TO HAVE THE PRIMARY FRAMING PLUMB AND �H1040STRUCTURALFASTENER 5 SPACING) ACCORDANCE WITH MOST RECENT ADDITION OF THE M.B.M.A.METAL �� SQUARE.FOR BEST RESULTS,IT IS RECOMMENDED THAT A PUSH NEXT TO BUILDING SYSTEMS MANUAL. CONSULT THE INFORMATION IN THE'COMMON TRANSIT BE USED WHEN ERECTINGTHE STRUCTURAL STEEL MAJOR RIB IN �' 10 EAVE FLASH NOT SHOWN FOR INDUSTRY PRACTICES"SECTION. MAKE SURE THAT THE FOUNDATION AND BUILDING FIAT OF PANEL CLARITY.(SEE ERECTION EAVE DETAIL FOR z STRUCTURE IS SQUARE,LEVEL,AND CORRECT TO THE 15 DRAWING LOW FASTENER REQUIREMENTS AND OUT TOIDUTT STEEL LINE DIMENSIONS. CHECK SHIPMENT AGAINST DELIVERY TICKETS DURING UNLOADING. SEE FIGURE'A' !� PARTNUMBERS) U_ NOTE ANY DAMAGE OR DISCREPANCIES ON THE DELIVERY TICKETS BEFORE SIGNING AS RECEIVER. WIFIGURE"N' � EAVE STRUT STEP 2:GIRT BLOCKING METAL BUILDING SUPPLIER IS NOT RESPONSIBLE FOR CARRIER DAMAGE OR DISCREPANCIES NOT NOTED ON THE BLOCK GIRTS TO'LEVE'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 PANEL c ALIGN THE GIRTS,CUT TEMPORARY WOOD BLACKING TO THE FRAME o THE CUSTOMER ASSUMES FULL RESPONSIBILITY FOR THE CONDITION OF THIS MATERIAL AFTER DELIVERY BY THE PROPER LENGTH AND INSTALL BETWEEN THE LINES OF TRUCKING COMPANY. GIRTS.THIS BLOCKING CAN BE MOVED FROM BAY TO BAY SIDE LAP METAL BUILDING SUPPLIER IS NOT RESPONSIBLE FOR ITEMS ACCEPTED IN QUESTIONABLE CONDITION. WHICH WILL REDUCE THE NUMBER OF PIECES REQUIRED. 14 o NORMALLY,ONE LINE OF BLOCKING PER SAY WILL BE GIRT SUFFICIENT BUT WIDER BAYS MAY REQUIRE MORE IT IS UPON ACCEPTANCE OF SHIPMENT(S),THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER STORAGE AND FOUNDATION GIRTS „��_, z RECOMMENDED TO BLOCK ATLEASTIS TWOFETE DAYS AND LEAP 11 HANDLING OF MATERIALS AS DESCRIBED IN METAL BUILDING SUPPLIER'S DOCUMENTATION. � n. FROG THE BLOCKING AS A BAY IS SHEETED.BLOCKING BLOCKING(NOT BY O INJURY,DAMAGED LOSS AS A RESULT OF IMPROPER SHOULD NOT BE REMOVED UNTIL THE FULL BAY HIS BEEN METAL BUILDING 3 m METAL BUILDING SUPPLIER IS NOT RESPONSIBLE FOR IN RY, R HI AT EACH U N77 SHEETED. SUPPLIER) ��� c STORAGE ANOIOR HANDLING. ) END MD AT 30' SEE FIGURE'S' FIGURE"B" O.C.W+X. � ALL CLAIMS MUST BE FILED WITH METAL BUILDING SUPPLIER'S QUALITY SERVICES REPRESENTATIVE PRIOR TO BETWEEN 73 '� m ANY FIELD MODIFICATIONS OR PURCHASES THAT MAY RESULT W ACHIRGE TO METAL BUILDING SUPPLIER. SUPPOITIS STEP 3:PRE-DRILL PANEL LAP PRE-DRILLED STACK PANELS WITH ENDS FLUSH ON A LEVEL PLACE ON THEkD!RILLBIT 70P PANELGROUND IN PILES NOT EXCEEDING 10 PANELS.THEN PLACEOP LAP BASE SMALL WOODEN BLOCKS UNDER SIDE LAPPING EDGE OF MEMBER S n HANDLING MATERIALS STACK OF PANELS TO HOLD THEM AT CORRECTHEIGHTAND 2n tan WALL PANELS ARE ROLLED AND BANDED,WITH A COVER PANEL PLACED TOP AND BOTTOM. POSITION WHILE DRILLING FASTENER HOLES.HOLD PANELS Cr ggr S ? TIGHTLY TOGETHER AT EACH END WITH CLAMPING PLIARS. T z L7 0 n 5 0 PANEL BUNDLE WEIGHT CAN BE FOUND ON I.D.TAG AT LOW END OF EACH BUNDLE.MAXIMUM WEIGHT IS 4300 CAREFULLY MARK POSITIONS FOR SIDELAP FASTENERS ON gg POUNDS. TOP OF HIGH RIB.FASTENERS SHOULD BE LOCATED'ON 12 M CENTER'OF HIGH RIB.DRILL HOLES FOR'STITCH'FASTENER WOOD BLOCK CLASSIC GIRT(SPACING BUNGLES UPT025 FEET CAN BE HANDLED USWGAFORIQIFT.FORKS MUSTBESPACEOAMINIMUM OF FIVE FEET (USE#1,7132'-15164'DRILL -BIT)ON TOP SHEET OF SIDELAP, 3'-0" PANEL COVERAGE FIGURE"E" WALL PANEL ERECTION DETAIL VARIES PER PROJECT) r# � APART. BE SURE PANELS ARE WELL NESTED BEFORE DRILLING. >: SEE FIGURE'C' FIGURE"Ci" BUNDLES OVER 25 FEET SHOULD BE HANDLED WITH A CRANE USING A SPREADER BAR AND NYLON SLINGS.LIFTING SHOULD OCCUR AT CENTER OF GRAVITY. 4 as FIELD CUTTING PANELS PANEL INSTALLATION&FASTENER SEQUENCE LOCATE SLINGS AT 114 OF THE LENGTH OF THE PANEL FROM EACH END OF THE BUNDLE WHEN FIELD CUTTING OR MITERING WALL PANELS,NON-ABRASIVE CUTTING TOOLS SUCH AS NIBBLERS OR TIN-SNIPS STEP 1:INSTALL FIRST PANEL 3 d W$W u TRIM CRATEMOXES ARE TO BE HANDLED THE SAME AS PANEL BUNDLES. SHALL BE USED.ABRASIVE CUTTING TOOLS SUCH AS MECHANICAL GRINDERS OR POWER SAWS CAN DAMAGE THE INSTALL THE FIRST WALL PANEL AT THE BUILDING CORNER AND ALIGN THE PANEL RIB WITH THE STEEL LINE AS SHOWN ShF 6 GIRT BLOCKING AS MATERIAL FINISH AND CREATE EXCESS METAL SHAVINGS THAT CAN CORRODE THE PANELS.THE USE OF IN THE CORNER DETAILS USING THE START/FINISH DIMENSION SHOWN ON THE PLAN.IT IS EXTREMELY IMPORTANT Fjp1, DESCRIBED IN BUILDING R > NON-APPROVED CUTTING DEVICES MAY VOID THE FACTORY WARRANTY. THAT THE FIRST WALL PANEL IS INSTALLED PLUMB AND SQUARE.USE ALEVEL ORATRANSIT TO AID IN THIS PROCESS. QO� 11 AND PANEL PREPARATION RFCTjO STEP 2(NOT BY METAL RIGHT WAY ANY METAL SHAVINGS THATARE CREATED NEED TO BE CLEANED FROM THE PANEL TO PREVENT SCRATCHING PLACE IIB'SHIM ONTHE BASE TRIM UNDER THE PANEL TO HOLD THE PANEL OFF THE BASE TRIM.ENSURE THAT THE 'v BUILDING SUPPLIER) ANDIOR CORROSION.THE MANUFACTURER WILL NOT ACCEPT CLAIMS FOR DAMAGEIDETERIORATION DUE TO USE OF WEIGHT OF THE PANEL DOES NOT FORCE BASE TRIM TO EXCESSIVELY BEND DOWN.BASE TRIM SHOULD HAVE A SLIGHT UNAPPROVED TOOLS. SLOPE TO ALLOW WA-EP TO RUN OUT AND NOT SIT ON BASE TRIM. RIGHT WAY SEE FIGURE'17-TO RIGHT BASE TRIM(TRIM PROFILE VARIES PER PROJECT)ATTACHMENT TO O WHEN INSTALLING THE PANEL,APPLY PRESSURE EVENLY TO AVOID DISTORTING THE PANELAND CAUSING OIL FOUNDATION IS NOT BY METAL FASTENER INSTALLATION CANNING. BUILDING SUPPLIERN. SEE FIGURE'E'-ABOVE O RECOMMENDED TOOL TYPES:SEE ALSO FASTENER SCHEDULE Q 4 AMP OR HIGHER RATED TOOLS(00 NOT USE IMPACTING TOOLS) RECOMMENDED PANEL FASTENING SEQUENCE IS SHOWN TO THE RIGHT.THIS PATTERN AIDS IN PLUMBING AS WELL AS 2000-2500 RPM SCREW GUN WITH TORQUE ADJUSTABLE CLUTCH MAINTAINING PANEL COVERAGE/MODULARITY.SOME APPLICATIONS MAY REQUIRE MODIFIED SEQUENCE AND WILL BE 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 X PANEL.THIS CREATES OIL CANNING.MANUFACTURER IS NOT RESPONSIBLE FOR FINAL APPEARANCE OF INSTALLED _ _ WRONG WAY TO ASSURE PROPER VOLTAGE O THE TOOL,EXTENSION CORDS SHOULD BE CHECKED FOR PROPER WIRE PANt1 O Q WRONG WAY SIMCORD LENGTH. STEP 2:INSTALL SUBSEQUENT PANELS STEEL CHOKERSISLINGS,CABLES OR 16 GAGE WIRE,MAXIMUM CORD LENGTH=100' INSTALL THE SECOND PANEL BY LAYING THE LAP EDGE OVER THE BEARING RIB OF THE FIRST PANEL.SEE BELOW FOR CHAINS SHALL NOT BE USED. 14 GAGE WIRE,MAXIMUM CORD LENGTH=2OV PROPER ALIGNMENT AT SIDELAP.CHECK PANEL PLUMBNESS AND FASTEN PANEL IN THE SAME SEQUENCE STARTING CORRECT OVERBENT UNDERBENT 12 GAGE WIRE,MAXIMUM CORD LENGTH=300' WITH THE STRUCTURAL FASTENERS ALONG THE LAP TO ENSURE ATIGHT SIDELAP.CONTINUE FOR THE REMAINDER OF SHOWS GAP Q 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) N07E:BASE TRIM PROFILES ARE MANUFACTURED WITH A 5'SLOPE TO PROMOTE WATER SHED.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 OVERSEND TRIM w S: CREATING LARGER GAP AT RIB OF PANEL � STORING MATERIALS RECOMMENDEDTIP 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 LEFTTO RIGHT OR RIGHT TO LEFT.IT IS RECOMMENDED TO INSTALL SHEETS FIGURE"D" 0 ALLOW MOISTURE TO DRAIN.IF THE PANELS ARE WET,THE BUNDLES SHOULD BE OPENED AND THEN THE PANELS OTHER.THIS WILL HELP KEEP THE PANEL FLAT AND PREVENT THE FASTENER FROM'WWALKING'.DRIVE FASTENERS STARTING OPPOSITE THE PREVAILING VIEW I WIND SO THAT THE SIDELAP SEAM IS AWAY AND LESS NOTICEABLE. SHOULD BE DRIED AND RE-STACKED TO PREVENT DAMAGE PERPENDICULAR TO PANEL SURFACE, CL � U y LOOSELY COVER WITH WATERPROOF TARP TO ALLOW PROPER AIR CIRCULATION.INSPECT DAILY AND DRY IF EXCESSIVE PRESSURE CAN CAUSE DRILL POINT FAILURE.LET THE FASTENER DO THE WORK PANEL ORIENTATION AND ALIGNMENT BASE TRIM LAP SEALANT ►- W Z Q NECESSARY. DO NOT OVER TIGHTEN FASTENERS AS THIS WILL LEAD TO PANEL DIMPLING AND DISTORTION. NOTE THE ORIENTATION OF THE PROFILE AND BEARING LEG FOR THE LEADING EDGE OF THE PANEL.PANELS AT BASE TRIM LAPS,APPLY A BEAD OF POLYURETHANE TUBE CAULK(H3152)TO ALL ADJOINING SURFACES AND LAP O W (� SHOULD BE INSTALLED AS SHOWN BELOW TO HELP MAINTAIN PANEL MODULARITY I COVERAGE FOR THE LENGTH OF 1 PROJECT. ='.SEE BASE TRIM DETAIL FOR THE SPECIFIC TRIM FOR YOUR P I— ACCESSORIESMUSTBEKEPTDRYANDFREEOFCONTAMINATION.STORE INDOORS IF POSSIBLE. 2 - Q Q THE WALL, _ IMPORTANT NOTE:THE FINISH ON THESE PANELS MAY NOT PERFORM AS INTENDED IF NOT ERECTED WITHIN 90 IF JOB HAS OPTIONAL FOAM PANEL CLOSURES ORDERED AT BASE,ATTACH TO INSIDE OF WALL PANEL AT BASE AND 2 W w _I N 0 DAYS FROM RECEIPT AT THE JOB SITE.THE FINISH IS ALSO SUBJECT TO SEVERE DAMAGE IF MOISTURE,DEBRIS,OR FASTEN THROUGH PANEL AND CLOSURE,INTO BASE TRIM. FASTENING PATTERN WILL VARY PER WALL PANEL TYPE. "' R�: d O Q CO 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. LLI p U L= m = ENO ELEVATED TO ALLOW FOR DRAINAGE AND PROTECTION AGAINST MOISTURE,DUST,OR DEBRIS UNTIL ERECTED. ABC-LONGSPAN III v co LY T THE MANUFACTURER WILL NOT ACCEPT CLAIMS FOR NON-PERFORMING PANELS IF NOT PROPERLY STORED AT THE ♦ LAP LEG USE SUPPLIED BASE CORNER PIECES OR FIELD MITRE BASE TRIM AT CORNERS. w p o = z CD (V JOBSITE.THE CUSTOMERASSUMES FULL RESPONSIBILITY FOR THE CONDITION OFTHIS MATERIALAF-TER DELIVERY AA CDC-R-PANEL 'o rn U m N KBS-KIRBYRIB II INSULATION HINT:AT THE BASE,FOLD THE INSULATION VAPOR BARRIER OVER THE FIBER TO HELP PREVENT WATER a c�i cm N` BY THE TRUCKING COMPANY. NBS-CLASSIC'NALL FROM WICKING. IT IS RECOMMENDED STEELLINE BEARING LEG THAT THE EXPOSED ei�N7 �HRJS O Waterproof EDGE OF THE TRIM 'L' pH WASB T'IV Tarp LAPS BE CAULKED IN y �,•� 1.PUT THE TOP OF THE FASTENER INTO THE NUT 2.PLACE THE POINT OF THE FASTENER ONTO FIELD NOTCH THE DRIVER NOTE:FOR PAINTED FASTENERS, A HARD SURFACE AND FIRMLY HIT THE TOP OF MAY VARY TUCK PANEL TIGHT TO ORDER TO HELP 'BACK'VERTICAL TRIM CRATE PLACE A SINGLE OR DOUBLED LAYER OF THE NUT DRIVER 2J TIMES. THIS CORNER PREVENT RUSTING. u y LEG OF THE BASE PLASTIC BETWEEN THE FASTENER HEAD AND ABC-ARCHITECTURAL V LAP LEG 7• TRIM I'AT ALL LAPS THE NUT DRIVER. CBC-A-PANEL RASE ,p 52021� 12.MIN NBS-ACCPN PANEL BASETRIM(NO TRIM SSI���gD A FASTENERS I• 020 Waterproof �� PANEL BUNDLES STEEL LINE BEARING LEG REO'DATLAP) C'Lo OTIZ7 Z..6 ai Tarp TUBE CAULK >m= D w �— MAY VARY TUCK PANEL TIGHT TO POLYURETHANE (APPLY TO ALL E$is a=$o=g�z w THIS CORNER TUBECAULK (4)ADJOINING og a=iI e 8`„; CD - GAPf GO ABC-ARCHITECTURALIII uPLEG (TP) SURFACES) y� ss�e PLC!-P y am age. CBC-REVERSER-PANEL KBS-KIRBY REVERSED ROLL E B�Y E� NBS-REVERSE CLASSIC WALL WALL SHEETING GENERAL NOTES x� V€„„ n 3.THE BASE OF THE NUT DRIVER SHOULD NOW 4.BAD SET VS.GOOD SET. =1? .RV@Sg�e 5 IN BE CONTACTINGTHETOPOFTHEHFADOFTHE STEEL LINE BEARING TRIM_698o'8'e:f'lgm�e: FASTENER WITH N GAPS. RAKE TRIM MK. RTA— H1030 FASTENER AT 4"D.C. RAKE ANGLE MK. (SEE NOTE 1) END OF 5 1 4' STEEL LINE AT STEEL LINE AT EAVE EXTENSION 4' END OF ROOF PANEL N N =02(S.LV.) 2 1/4'TAPE MASTICIn (MK.H3020) BETWEEN 5 "Cf K"ROOF ry02D/ MK H 6^_0 P51R PLANET-FASTENERS \h TRIM AND PANEL ER 3//33040O0OOTAPE MA SRC MK. "CFR'RO°F 'CFR'ROOF PANEL 1 1/2'TAPE MASTIC o PANEL AND MBAR 2� START/FINISH PANEL 1/2'OR 1 1/2' HIGH EAVE TRIM MK. H3001 m TOP OF EAVE 2. MK. NEB_ PER PANEL RAKE ANGLE(LLV.) MK H2O41E CUP SHORN BACK-UP PLATE (7)H1020 FASTENERS MK. MARDI WITH (1) ��OF PANEL H1020 FASTENER AT MK.H2O51 'TALL) PANEL CLIP wTT}1 (2) MK.H2850 27'LONG PRECUT x �s H120 FASTENERS m z EACH SUPPORT WITH(2) H120 FASTENERS TOP OF EAVE TAPE MASTIC MK. RNETPER ClL1l CUTTE3i AND HIGH EAVE CFE H1040 FASTENERS ^^P H PURUN P N0GUTTER 7'SN HANGER EAVE STRUT SHOWN. 2• H3650 m AT 12 O.C. H1040 FASTENER AT 12'O.C. FOR CLARITY MEMBER VAR1E5 TOP OF PANEL SAVE STRUT SHOWN. ME71BET2 AT 36"O.C. (1) H1040 FASTENER AT EACH OUTSIDE PANEL CLOSURE H1060 FASTENERS SUPPORT AND H1D60 FASTENERS VARIES(REFERENCE THE RAKE RETAINER AT 12'O.C. BETWEEN SUPPORTS 16 GA ANGLE MAC, SECONDARY LOW SAVE MK.RRAO1 H3400 AT'CLASSIC'PANEL AT 12'O.C. I H3420 AT%ACCENT'PANEL STEEL LANE AT I ST1Il.LINE MEMBER OPTION DETAIL FOR RAKE RETAINER SOFFIT PANEL EAVE EXTENSION AT BUILDING I ALTERNATE MEMBERS) AT 12'O.Cr�� H3410 AT'REVERSE CLASSIC'PANEL o TRIM MK. RRAO1 ('CLASSIC'SHOWN) 1) SEE DETAIL AT RIGHT FOR TRIM PART H1040 AT tz•D.C. I _J HAT TRIM MK.LEE._—�- RAKE EXTENSION TRIM ERECTOR NOTE: ; MK. REr NUMBERS AT THE BUILDING STEEL LINE. _ JAMB ENTRIM MK.SIC SOFFIT PANEL OUTSIDE PANEL CLOSURE AT 12'O.C�� o O ACCENT/CLASSIC STEEL LINE AT FACE OF SCREWS AND H2200 .s DTTENSION JAMB TRIM MK JTD_O REVERSE CLASSIC 2) SEE THE DETAIL BELOW FOR EAVE H34a0 AT'CLASSIC'PANEL SOFFIT PANEL H1G60 FASTENER INSULATION WASHERS HAVE (INSTALL PRIOR TO SOFFIT PANEL) H3420 AT ACCENT'PANEL. AT 12'O.C. BEEN SUPPLIED AT 12" AT RAKE EXTENSION STEEL LINE EXTENSION TRIM PART NUMBERS. STEEL N A EAVE EXTENSION pR n H3410 AT"REVERSE' O.C. FOR IN 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 t 'CFR'ROOF PANEL RAKE ANGLE(LLv.) MK. GUTTER ASSEMBLY PART NUMBERS. MAR01 WITH (1)H1020 FASTENER AT EACH ASTB ILDING 'CFR"ROOF SUPPORT. D. COPE EAVE EXTENSION WITH SOFFIT (2) H1020 FASTENERS AS PORT. FIELD PANEL CUP WITH /�OLrSIDE PANEL CLOSURE S'tIPPOTRT MID HIM FASTENER H�6°FASTENERS OLA � Pµ , EE�wAC1�L SHEETING ERECTION NOTE FOR EXTENSION FASTENTR LOCATIONS TRI M_861 BUILDING STEEL LINE PURUN TOP of EAVE V n$ AT 127O.C.BETWEEN SUPPORTS H3420 AT ACCENT'PANEL SAVE ANGLE M4L- c 2fi1 .71 rtl�P H3410 AT'REVERSE TOP OF PANEL CLASSIC'PANEL HIM FASTENER AT 12'D.C. $ �` RAKE ANGLE MAY BE H2630 PANEL VOID SEE THE DETAIL AT RIGHT FOR NUTS, CAP 7T21M GTA02 . PURUN ERECTED ON TOP OF CLOSURE WITH(1) GUTTER ASSEMBLY PART NUMBERS PUCE AN 6'PRECUT SOFFIT PANEL- T a PURUN AS SHOWN H1030 FASTENER AND IF GUTTER IS REQUIRED N E H1080 FASTENER AT 36 O.C. SOFFIT PANEL ABOVE OR UNDERNEATH 8'PRECUT TAPE IS EPL DER BRACKET PIECE OF MASTIC � ('CLASSIC'SHOWN) AS SHOWN HERE MASTIC MK. H3640 OUTSIDE PANEL CLOSURE Q Y r a rp ( ) LARDER THE UP l)F BETWEEN BRACKET I H1060 FASTENERS A7 THE GUTTER AND PANEL,DIRECTLY HIM FASTENER AT 12"O.C. H3400 AT'CLASSIC'PANEL JAMB TRIM MK.SCrF 7)H1030 IN PANEL. AS SHOWN BELOW UNDER FASTENERS H3420 AT'ACCENY PANEL g 8 y O ACCENT CLASSIC MK.JTD_O REVERSE CLASSIC WALL PANEL(FIELD MAT,3'O.C.ON SOFFIT TRIM MK.SCr PANEL AT'REVERSE CLASSIC' : d < (INSTALL PRIOR lD SOFTIE PANEL) CUT AROUND PURLINS) 'CFR'ROOF 1 1/2'TAPE (4) H1050 FASTENLRS 8 AT BUILDING STEEL LINE STEEL LINE AT BUILDING MASTIC MK. H3001 IN THE FIAT STEEL LINE AT BUILDING AROUND PANEL(FIELD S) W$w - AROUND IXr. BEAMS) _ a � -it j STEEL.LINE AT of EACH PANEL AT BUILDING STEEL LINE 8 NOTE 1 3/4'TAPE H1020 FASTENER 1 2 TAPE MASTIC !r RAKE ANGLE KF>:P FASTENER A MINIMUM OF 2' = AT 6'O.C. M .H3010 BETWEEN n AWAY FROM ANY RAKE CUP. DO MASTIC NK. H3000 - GUTTER AND PANEL STEEL UNE AT 4' END OF ROOF PANEL FAVE S . NOT FASTEN THROUGH HAKE CLIP. RETAINER INSULATION O.C. (1) H1050 a H1040 AT 12'O.C. SAVE PUTS FASTENER 1/2'OR 1 1/2" 12 1 PER BRACKET F H1050 1 1 2' EAVE MEMBER i 3/4' FAStHIIERS PER VARIES OUTSIDE PANEL CLOSURE B�KET BRACKET 3. H3420 AT"CLASSIC'PANEL 1�2�OR 1 1/2• d H1040 AT 36'D.C. H3420 AT`ACCENT'PANEL ��- a SCULPTURED FAVE H3410 AT'REVERS(_'CLASSIC PANEL GUTTER HANGER K OF _ TRIM MK.SET01 MK. H2640 GUTTER Z H106O AT 12'O.C. O SOFFIT PANEL GUTTER NK.GTA_ J H1060 AT 12'O.C. W STEII.LINE AT VARIES a TSTETI LINE HAT TRIM MK.LEE_ TSTEEL LINE KPAL >i w H1040 AT 12"O.C. T AT BUILDING C/) U STANDARD RAKE EXTENSION ROOF EXTENSION AT HIGH EAVEW CO o z SEE WALL SHEETING E JAMB RECTION NM AND OTES FORE PRR'FASTENESROLLOCATTION5 TRIM_849 EXTENSION STEEL LINE C�? GUTTER (IF REQUIRED sEE RODFANO wALl EREGRON NOTES FOR FAsrELRTR LOCATIONS TRIM_875 o SEE WALL SHEETING ERECTION NOTES FOR FASTENER LOCATIONS 0 J U APPROVED AS NOTED W a' Ww� J (D O Reviewed for Code Compliance for those items W :2 —1 Q m � listed on the application for permit. W U = W o CD Project shall comply with permit conditions as o y 06 U m z CD N Np noted on the permit. a 0 N The plans shall be on site at the time of the FE�� cFTR jslJ inspection.Failure to have permit and plans on p4 9y U site may require re-inspection. yc :z Any plan revisions shall be submitted and approved PRIOR to installation or field changes. SID2 Changes in Engineering Documents or Details SsravAT ' require a letter and stamped detail unless otherwise approved. 0712E 2020 N r� $� �s Ei tu ku Csa-2d * Mason County Permitting �xT1 6 Orm €o $ ��3E.y�amReH