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HomeMy WebLinkAboutCOM2021-00007 Hot Pit Bld B - COM Application - 12/1/2020 MASON COUNTY COMMUNITY SERVICES Permit No: 6CW-7 PERMIT ASSISTANCE CENTER: • •BUILDING•PLANNING•PUBLIC HEALTH•FIRE MARSHAL 615 W.Alder Street,Shelton,WA 98584 Phone Shelton:(360)427-9670 ext.352•Fax:(360)427-7798 Phone I •!�;fw Beltarr.(360)2754467•Phone Elma:(360)482-5269 Ee,,, f BUILDING PERMIT APPLICATION like PROPERTY OWNER INFORMATION: CONTRACTOR INFORMAT O'N:I v Abe NANI E:Ridge Motorsports Park Nam:Ridge Motorsports Park " '�Qtot MAILING ADDRESS:PO Box 2467 MAILING ADDRESS:PO Box 2467 T CITY:Shelton STATE:WA ZIP:98584 CITY:Shelton STATE:WA ZIP:98584 PHONE#1:360.427.7223 PHONE:360,427.7223 CEL7L: 206.900.5370 PHONE#2:206.900.5370 E)YIAIL,:tracie@ridgemp.com EMAIL:tracie@ddgemp.com L&I REG# EXP. PRIMARY CONTACT: OWNER[i GM CONTRACTOR❑ OTHER❑ NAME Tracie Schmitt EMAIL tracie@ddgemp.com MAILING ADDRESS PO Box 2467 CITY Shelton STATE WA ZIP 98584 PHONE 360.427.7223 CELL 206.900.5370 PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) 420041000000 y2 y12__ Dr0 r,=0 ZONING RTC-Rural Toudst-Campground LEGAL DESCRIPTION(Abbreviated) NE NE&W1/2 NE FIRE DISTRICT West Mason SITE ADDRESS 1060 West Eells Hill Road CITY Shelton DIRECTIONS TO SITE ADDRESS IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES❑ NO® SNOW LOAD: psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply): SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW N ADDITION❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Etc)Day of use shelter/garage,maintenance&dry storage IS USE: PRIMARY❑ SEASONAL© NUMBER OF BEDROOMS NUMBER OF BATHROOMS l HEATED STRUCTURE? �,�(S(Whole Bldg)n YES(Parr[s]ojBldg)n NO DESCRIBE WORK_ f TO�" 1+ 8(CL QJ SQUARE FOOTAGE:(proposed) Garage 1 30x160,Garage 2 30x160, 1ST FLOOR sq.ft 2ND FLOOR sq.ft. 3RD FLOOR sq.ft BASEMENT sq.ft, DECK sq.ft. COVERED DECK sq.ft. STORAGE. sq.ft OTHER sq.ft GARAGE 9800 sq.ft. Attached❑ Detached❑ CARPORT sq.ft Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC❑ SEWER❑ / NEW❑ EXISTING N No bathrooms in buildings. PLUMBING IN STRUCTURE? YES❑ NO® Ijyes,attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YES❑ NO[] EXISTING SQ.FT. EXISTING BEDROOMS PROPOSED BEDROOMS TOTAL BEDROOMS OWNER acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below.I declare that I am the owner and I further declare that I am entitled to receive this permit and to do the work as proposed.I have obtained permission from all the necessary parties,including any easement holder or parties of Interest regarding this project. The owner or legal representative,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection.This permit/application becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS ;PERMIT/AICATION OF 180 DA OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON UN . ODE 14.08.42) 12, Signaft re of OWNER(Must be signed by the OWNER) Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDTTIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH L G C � r• SCALE: 1.=150 FEET Ct-mZo2l -0000-7 THE RIDGE MOTORSPORTS PARK PL - 0 75 150 300 R SECTION 4,TOWNSHIP 20 NORTH,RANGE 4 WEST,W.M. I��li ,i ,� `v I�(� � MASON COUNTY,WASHINGTON V �icSfi `� PL =ARE SETBAC RECEIVED E70STING PAYED RACE TRACK PROJECTIONFROM DEC 02 2020 � � ---------�_-� -------------- 615 W. Alder Street - 'APPROVED t MASON COUNTY DCD PLANNING \\ �\ t _GRASS SWALE \\ SITE PLAN REQUIRED TO BE ON SITE CHANCAS SUBJECT TO APPROVAL 101 BY ?�-2 \ \ Date .K — INFO nOK'7 ALRPORT RD GROUP'A'WATER \ \�\ / 7 _..!'.._ jp __T: THE RIDGE u C HLL SYSTEM WELL •� \•� i .''_ SHELTON.WEELLAS9�554 NOS 42004-24-000D0,42 42004-14-00000 ADDRESS: 1050 W EEL.S HILL RD • 3 -�^ SHELTON.WA 95564 1 ` _ _ -••x SITE AREA: 170.05 ACRES WAYER: GROUP'A•WATER SYSTEM .\ SEWEit COYYERCIAL SEPTIC SYSTEM \ FRENCH DRAIN PROPOSED OT PIT _s'�--._-."yA' ii .--- \ E2041NG NFLTRAnON GARAGES x18C LEGEND \\ .�7RE7k1L 2.37D LF 2) _�.:Y?______- E70SDN0 BRD18 �-� i/, _p0�� E%ISTiNG PROPOSED �� 1 1 ._--�• •—> —�r—._._.— .—+.�.=�._ �:—.—.—.—.-:�::�....s \/._ - :_� __- —yam. `i —w— _tom WATER MAIN " jr• _.._-_.-_---_i_-.-____._--_---_-..c.-___.___._ __---- ._ _. ...... -___._,[-____._--_ �_.'__._._-__--.-._ 1 SS— SANITARY SEWER MAIN - ______-_._. / \ _ - _______ ___`_.__ __._. _._._.__.. —M— FORCE MAIN 00 KART INFILTRATION / J `� /f—sD— —a— STORM MAIN ___ 'i TRENCK,420 LF ✓`E)OSTING PADDOCK-•- ' i' (- -_-' / I_ OOSG PADDOCK, ��.AtY ) —RD— —0— ROOF DRAIN NI / Gs2-CART TRACK EXISTING I EXPANSON — JS (1:5 SCALE) RESTROOMS •' _ _ A/� ) _�'� �` i --- --_ FOOTING DRAIN 7 i — - -�' I r _ \ -___________ .--_------ _ --- �. J —9— —.—G— GAS LINE LyS-t�L I WEST EEL I L f2�D - _ FUEUN um— tw— POWER UNE �\.. JT— —7— TELEPHONE LINE 1< 1 ff �, .._...� a.9.>3s+r;aaA....:...c_;•�.__se = _ - `.'a'��_;� I —rv— —GTv— CABLE TV LINE ROADWAY CENTERUNE � f � 6'! 7 '�r � `•'� 5 i ��' - f / 1 1 ` 1 Y.150• `\B ' AY LINE a � ._ THE RIDGE MOTORSPORSA�2f� ' -^7 i l i `. I \\ i i n 1 i ,)K%• 04r t� __________.___ EASEMENT LINE 1 I 1pp _ S�E(�``� yyQ 99�p N� pgj(�E "KRfNfTJ8A10CDF-CURB'4 W.W.M. - f ------ STOR W ----------- 51°��EOWA SHOULDER �A 1 so s ®aI®, M ATER O 8�M ` 1 ` i� EDGE OF PAVEMENT , --FP— <.. LxsErnc — - ----LADMINIISTRATION - ------------ ------- ----- ---- ------ ---- ---_,z_,- -- - ---`=--- - ---------------------- DRAINFIELD AREA E105TN0 DRIVEWAY A(xE55 BUIDNG �PROPOSED TRACK MAINTENANCE/AGRICULTURE BUILDING 50k10U'-20'SETBACK FROM R/W DATE SCA E 12 4 2020roL JD9 1AINEER mDRAW Engineering RWB M50 CIVILENGIEDW-LAND PLANNING-UTLITES ALE - MASON COUNTY. WA. v+AWNG NAME FA IN.m OF!".(30 740-Et OBWIS w on FAC(M)740-B2 NO. DATE REVISION OF 1 PLANNING: SCALE: 1'_150 FEET THE RIDGE M O T O RS P O RT S PARK �T9ACKS ARE MEA S r a �s 1® ROM SECTION 4,TOWNSHIP 20 NORTH,RANGE 4 WEST,W.M. .. .� TiqE F RTFf EST MASON COUNTY,WASHINGTON E70-1 1 PAVED RACE TRACK `-',;JrCTfON OF-WNWTHE BUILWi, RECEIVED Ltd � i i N DEC 0 2 2020 olp j Ct Zo2 °'A�' ) -0000°� - \ 615 W. Alder StreetXX ` ' \ _ i SYSIEld VIE12. qoo FRENCH DRAM _� ,� \ PROPOSE) OT PIT \ OOSINO/iL7RATI0NOF g GARAGES x160' =z•'y!? _ _ i •�TRENCH,2,370 LIF 1 2) -';+o - - EXISTING BRIDGE :. -------------- '00 KART WfILTRATION _i^E7fIS)QjG PAODOCX-/"' •` — 'i TRENCH.420 LF / E 300�� o 1 EIGSIING PADDOCK 1 G ��S \ EXPANSION -1--- / i -WEST EELLS f�LL FAD lei(_ •y1ry___ _________ __ _ _5-[-:;4.i�.,:=+ i - •'+m 7 A � ._ I -_ \n' }_ 01, f- ..^� / __ ------ -'-- EXSEPTIC --- - --'- ---y---'---------'------'------ ----------- -'-------------- "`.--=. ___-. __. -_.-�+���_� '- DRAVIFTETD AREA E7GSTING DRIVEWAY ACCESS STING ADMINISTRATION BUILDING ROPOSED TRACK MAINTENANCE/AGRICULTURE BUGDMG 50'100' 20'STTBACr FPOIA P/W sc 12 4 2020 ,roe NV1BFIt m MAW Engineering R1YB 14050 C IL ENDNERI IG-LAND PLAWNG-UTLIIES ALE °® _ NASON COUNTY,WA OMWNC NAPE PA 1.973 CIE(TeG)7"1 00y1q M 216T2 FAR(]!G)1AO-®I2 NO. DATE REVISION OF 1 * Structure is limited to S-1 Code- Approved vehicle parking with no exchange of major parts. Add an exit door in this * No Fueling allowed in structure. area, okay in lieu ofwindow. Swing in direction Owner is to Provide an NFPA 72 of egress. Provide exit compliant "addressable fire alarm * No handling or storage of signage. system" under a separate permit. hazardous materials without fire The alarm system shall be dept approval. completed and finaled prior to final * Spill kits are occupancy. StrUCt 8 Bay with bac windows for fire exit .zro•. .zoo•. .ue•. .zoo•. aaa-. .zo m. o. .30 P. .lQ P. .Si O'r .2o e'. .6 P. provide emerge cy lighting Provide Exit =emergency with battery Signage b backup Change 30x160 open spac no interior wallsswing of door to direction of exit travel Man Door[ M n Door Fire Exit Fire Exit ti • .Q 11'. .10P. .1 • .1V 0'. .IP P. .1P D'. • .100•. .100'. .'B'. 159$ 8 Bays with garage doors for fire exit Provide Exit Signage each door will have a fire extinguisher mounted APPROVED AS NOTED -=�� --- Reviewed for Code Compliance for those items 'F�F.CEIVCED 90 Approved Plans as Noted listed on the application for permit. DEC 2 2020 MASON COUNT COSIMUNFEN SERVICES Project shall comply with permit conditions as 615 W. Alder StrOPI 2A40BC Extinguishers noted on the permit. 9 locations 4 exterior COM2021-00007 The plans shall be on site at the time of the 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 OLF 300 sq ft pp for S-1 @a 16 people. otherwise approved. O N O � _ N � PROJECT NUMBER: U20HO621 A M B M A = M E M B E CERTIFIED rriU C a IM PROJECT NAME: Ridge MP Hot Pit 2 CSAW47.I 8 III PROJECT LOCATION: Shelton WA 9� BUILDING SYSTEMS <#. >= A DIVISION OF NUCOR CORPORATION CUSTOMER: D&R Communications Inc. BUILDING LOADS J U Notes and Specifications DESIGN CODE: IBC 18 Building Erection Notes ROOF LIVE LOAD: 20.00 PSF MBMA OCC. CLASS: II r4 u YES NO 1)The general contractor and/or arector I.rsaponsibi.to wfwy and property LIVE LOAD REDUCIBLE Yes erect the mortal building r*-In conloananc.with these dro.inq., OSHA mquim-ts,and metal bunding ay.t• In conformance with these drawinge, PRIMARY AND SECONDARY STEEL PRIMER COLOR:RED ❑ X% FASCIA, PROJECTION: TOP OF FASCIA HEIGHT: GROUND SNOW LOAD: 25.0 PSF SNOW EXP. FACTOR, Ce:1_0000 m OSHA mqulrements and either WEINEA or CSA S15 otandcrde pwtaining to proper seon.This Includes,but 1. not licorrectited to,the correct uw 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 whore needed far wquaring,plumbing,and mecuHrrg the structural and secondary framing.Secondary wall fmm;ng members(glrts or ROOF PANEL CLIP TYPE: Tall BACK PANEL, TYPE: GAUGE,FINISH: 100 YEAR RAINFALL INTENSITY (IN/HIT): cti 4.0 bar].let.)am not deigned to function a.a work pl m atfor or provid. - solely U.-ah attachment In accordance with OSHA mquirementn. THERMAL BLOCKS: Yee EPS FOAM SPACER: No CAP TRIM PAINTED: BASE TRIM PAltdTED: WIND:110/ 85 MPH Secondary roof froming member(purfin.or bar Joists) am not designed (Va.d) to prwid. eO ty tie-"attachment In accordance with OSHA mquirementa. CLOSED SYSTEM, CLEAR UNDER SOFFIT TRIM: 2)A325 k A400 Bak tightening mqulramants: COMPOSITE CFR DECK, TYPE: N/A _GAUGE,FINISH: C C do C PRESSURES (PSF): 24 / -32 g ItI.the ra.pon.ibgty,or the erector to en-.proper bolt UghLr-In SOFFIT PANEL, TYPE: _GAUGE,FINISH: EXPOSURE: C R R= accordance with applkabl. regulations.5ee the Rcsc soaamaation ran ROOF LINE TRIM, PAINTED:Brits Red PVDF i R;S a Stmcturol Jdrtts U.Ina A325 or A490 Botts for mar.InfomraUm. SOFFIT TRIM AT BUILDING LINE PAINTED: UL 90 NO EXTERIOR WALL SHEETING, TYPE: CW 26 GAUGE,FINISH:Charcoal PVDF Classic Roof-Conet No.101 ;aaak Roof w/Translucent Penal-Const. No.107 °5 The following crttarlo Toy be used to dstwmins the bolt tlghtnss. OPEN SYSTEM, NO SOFFIT PANEL PROVIDED CFR Roof-Const No.552 ; CFR Roof w Tronalucent Panel-Cornet No.590 ; (I.•., .pug-t;ght'or'fuly-pmUn k,n.d), unts.. required othrwl..by EXTERIOR WALL CORNER TRIM FINISH:Charcoal PVDF ❑ ( ) / S 9 g local Jurlectelcn or contract requirements: Campo.R. CFR Roof-C.-L Na.552A;VRIG II Roof-Canal No.332 . 11 t1 NI A490 bolt. .hal(be ruiy--preten.l.-d'.B CLEAR UNDER FASCIA: 8)All A325 bolt. In prirwry framing (rigid from..and bracing) EXTERIOR BASE TRIM, PAINTED:Charcoal PVDF SEISMIC INFORMATION Ss:1.553 S1:0.594 may be '.pug-t19ht',except ore folic..: �' 'FUIN-orstsn.fon A325 bow ter FRAMED OPENING TRIM, PAINTED:Charcoal PVDF ❑ X PARAPET SYSTEM Design Sds/Shc: 1.242 / 0.676 Site Class: D g 8 S a) eundIng auppcem a crane ay.t.m with a capacity gmatar STRUCTURAL PARAPET ❑ NON-STRUCTURAL PARAPET ❑ Seismic Imp. Factor. 1.00 Seismic Design Category: D -I 'N401 A. than 5 tone. WALL FRAMED OPENING, SIZES: FSW(8) 6'-0'x4'-0"r sill O 3'-6" r, O � � ,g�a b) Bundinq supparta machinery that cnatee vibration, Impact TOP OF PARAPET HEIGHT: Analysis Procedure: Equivalent Lateral Force Method Y or tine.-reversal.on the connection..The Enginser-of- BSW(8) 16'-0"XB'-D' � $¢¢ gg Record for the pm).ct should be conaulled to.valuate 1 for this condition. BACKER PANEL, TYPE: GAUGE,FINISH: Basic SFRS: Ordnary Steel I/ort1a1F Ffartee a)Th.pr.I a sit.Ie located In a high salami.aro. Far LEW(1) 3'-4"x7'-2" sv On9rtary Steel Cont.-Braced Frames � IBC-baaad code•, 'sigh SN.mic A.a'b de0ned w ❑ X CANOPY, PROJECTION: = O g 'selamic Design Category of'D, 'E',or'F'. sae the REW(1) 3'-4'x7'-2' NOTES: 94 "Bulldln9 Lcade'eectlon of this pope for the d.Nn.d AT EAVE LINE ❑ BELOW SAVE ❑ 1)COLLATERAL DEAD LOADS,UNLESS OTHERWISE NOTED,ARE ASSUMED TO BE wiemlo design category far this project INTERIOR WALL SHEETING, TYPE: N/A _GAUGE,FINISH: UNIFORMLY DISTRIBUTED.WHEN SUSPENDED SPRINKLER SYSTEMS, UGHTING, WAG d)ArY connection des gnat•d In thee. drawings ae"A325-SC'. ROOF PANEL, TYPE: GAUGE,FINISH: EQUIPMENT,CF]LA4G5,Era.,ARE SUSPENDED FROM ROOF MEMBERS,CONSULT THE M.B.S. ^SUp-Critical (SC)'mnn ti-mu.t be free of point, on, INTERIOR CEILING LINER, TYPE: N/A GAUGE,FINISH: - IF THESE CONCENTRATED LC ExCED 500 POUNDS(USING THE WEB MOUNT DETAIL) or other motwiale that reduce friction at contact surfaces. OR 200 POUNDS(USING THE FLANGE MOUNT DETAIL),OR IF INDIVIDUAL MEMBERS ARE Gatvanlzed or ilghUy ru.ted surfaces are occeptabl.. SOFFIT PANEL, TYPE: GAUGE,FINISH: LOADED SIGNIFICANTLY MORE THAN OTHERS. C) In Canada all A325 and A490 bets shall be"fully pro-twoloned', except for INTERIOR WALL TRIM, PAINTED: N/A escondary members ((ppuuruns,guts,opening framing, etc.) and flange broce.. YES NO SOFFIT TRIM AT BUILDING LINE PAINTED: 2)THE DESIGN OF STRUCTURAL MEMBERS SUPPORTING GRAVITY LOADS is CONTROLLED D) Secondary members (puHina,9!rts, opening framing,etc.) and flange brute BY THE MORE CRITICAL EFFECT OF ROOF LIVE LOAD OR ROOF SNOW LOUD,AS n-Uan.may ai..y.be '.pug-tight',unl-Indcated ehen.iee in thew CLEAR UNDER CANOPY BEAM: DETERMINED BY THE APPLICABLE CODE. drawings. X ❑ DOWNSPOUTS PAINTED: Charcoal PVDF GUTTERS PAINTED:Brite Red PVDF 1 3)Th.metal bunding auppllr shall be nee l.d polar to any field modHlcatfons. 3) Pm IS BASED ON THE MINIMUM ROOF SNOW LOAD CALCULATED PER BUILDING CODE OR ModlOcatione.hall be approved by the metal buildln ell der before wark le 4��f EAVE EXTENSION, PROJECTION:1'-0" Q 9 PW ❑ X WALKDOORS, QUANTITY: PAINTED: ❑ THE CONTRACT SPECIFIED SNOW LOAD.WHICHEVER IS GREATER.THIS VALUE.Pm, IS ONLY undertaken. APPLIED IN COMBINATION WnH THE DEAD AND COLLATERAL LOADS. ROOF SNOW IN OTHER 4)Common Abb-iati.- ❑ X WINDOWS: PANTED: SOFFIT PANEL, TYPE: CW 26 GAUGE,FINISH: Charcoal PVDF LOADING CONDITIONS IS DETERMINED PER THE SPECIFIED BUILDING CODE a TYP UNO-Typl d Unless Nated Otherei.e SIM -SImIWr cSLV-Short Leg Vertical g NIC- Not In Contract 1s�I z LLV- Long Leg Ve Altai h SL-Steel Una X [:1TS INSULATION (NOT BY MBS), ROOF: 4 INCH WAI : 4 INCH SOFFIT TRIM AT BUILDING LINE PAINTED: Charcoal PVDF O d NS&FS- Near Sid.and Far Side I N/A-Not Applicable X El RAKE EXTENSION, PROJECTION: 1r-0' BUILDING e OAL -Donald L..ngth MBS -Metal Bonding Supper ❑ X CRANES (SEE CRANE PLAN FOR ADDITIONAL CRANE INFORMATION) LU ~ 5)Con,r-Uon load. hall at be placed on any structural steal framework unless .uch framework Is eafsiy baited,welded,or oth•nlw adequatey secured. 1e�,1 X SOFFIT PANEL, TYPE:CW GAUGE,FINISH: Chor�^oal ROOF DEAD(PSF):3.50 = B)Purllne and girt. .hall not be used a.on anchorage point for a fall arrest system ❑ MEZZANINE (SEE MEZZANINE PLAN FOR ADDITIONAL MEZZANINE INFO) vnlw.wrkt.n approval I.obtained from the metal bunding suppnr. SOFFrT TRIM AT BUILDING LINE PAINTED: Charcoal PVDF _ PRI.COL. PS :2.00 (n d 7) PuHlna may any be used ore a walling/worWrg .urfaca Then Installlnq safety ❑ WALL TRANSLUCENT PANE15: sy.t«na, altar all permanent bridging has been Installed and fall protectbn SEC'COL" PS :2.00 z le provld.d. ❑ ❑ X PARTITION WALL SHEEf1NG SNOW ft 1.20 � � e)Con.tructlm load. may be placed only within a zone that 1.within B feet of the ROOF TRANSLUCENT PANELS: center nee of the primary support member.CFR bundlea should be paced dImely PANEL TYPE: _GAUGE,FINISH: SNOW Ca: 1.00 z INSULATED PANELS YES ElNOD J wen the rigid frame.. ROOF SNOW Ps PS :21.00 N J - D)NI aMngpta d.to u sir meek OSHAm-1 or WSHAsupp.taby the and In no came le k PARTITION WALL TRIM COLOR: acuptable m us. structural msmbere supplied try the Mes oa a.prwdar bar ❑ X PIPE JACKS, SIZE: QUANTITY: ROOF SNOW Pm(PSF):25.00 � _ F. or Ilfting d.,ic.. YlND ENCLOSURE Closed Case Christiansen (n Q ❑ X ROOF FRAMED OPENINGS, SEE ROOF FRAMING PLAN FOR SIZES ❑ X WAINSCOT + y N WALL PANEL, TYPE: GAUGE,FINISH: : 1 have revs J U RIDGE VENTS, 10'-0' LONG X 9' THROAT. QUANTITY: - SEISMIC R: 3.25 W ❑ I have reviewed this document I Design Notes SEMI Cs: 0.383 W 1 All d.rcrol Itesi ..atone and wdd.d dal•members are l St.Wd Il BASE TRIM PAINTED: JAMB TRIM PAINTED: Casey.Christiansen@nbsut.com = accordance with AAt57/ASC 300�ped(kation.for SwGHvml 5tsel Bundingi EUSE SHEAR KIPS: 24.09 or the CAN/CSA Ste'Umlt States DnIgn of Steel structuree',ore required by TRANSITION TRIM PAINTED: the sp-IR.d building cod.. w C J N 2)NI w.lding of structural.test le bawd on.Rhr AWS D1.1 'StructuralW W.ldinq w Q Code- Sted'or CAN/CSA W59 'Waled Steel CcnetmcU- (Metal Arc APPROVED AS NOTED ERECTION MANUALS REQUIRED W Z OU = o Welding)%a.required by the p.dR.d bunding code. Z O w W 3)All cold famed rr-b.re am deigned In accordant.with ANSI/AISI SiDO or CD CAN/CSA 5136 'Sp.ciff-Uone for the Deeign of Cold Forn•d St"Structural FOR OCCUPANCY RISK CATEGORY I OR II, IBC PROVISIONS � (ERECnON MANUALS ARE SHIPPED WITH THE w � O � � = z O Msmb-,am required by the.p.Ifl d building coda. ( ) Reviewed for Code Compliance for those items BUILDING IN A WAREHOUSE PACKING CRATE) o _ 06 U N 4)Al welding of cold formed steel is bawd on AWS D1.3 'Structural Wddng INDICATE THAT SINGLE-STORY BUILDINGS SHALL HAVE "NO Cod.-Sh..t steel'or CAN/CSA W59 'welded St..l Con.truelon (Metal Ara DRIFT UMrr PROVIDED TRAT INTERIOR WALLS, PARTITIONS, listed On the application for permit. ®CFR ROOF ®H9700 OR ❑H8260 ❑SINGLE CURB (H9850) a 0 W.kling)',a.required by the epedfi.d bolding cod.. COUNGS, AND EXTI-:RIOR WALL SYSTEMS HAVE BEEN ❑CLASSIC ROOF ❑H9420 OR ❑H8201 ❑DOUBLE CURB (H9800) 0-1 5)This Metal Bulid;nq Suppllr facility I.ITS AC-472 A-mdited and DESIGNED TO ACCOMMODATE THE SEISMIC STORY DRIFTS. NT EH,p CAN/CSA A.660 and W47.1 Certified(if cpplicoble)for the design and INTERIOR WALLS, PARTITIONS, CEILINGS, OR EXTERIOR WALL Project shall comply with permit conditions as ❑VRl6 II H9925 .(.� ySl manufacturing of McWI Budding Sy-.tem.. y Oe --ry Jq SYSTEMS NOT PROVIDED BY THE METAL BUILDING noted on the permit. 0) rc Jolts are included with this project, am are supplied as o part or the rt, 1't(j Mterl•engineered metal bunding and are taMcated in accordance with MANUFACTURER SHALL BE DESIGNED AND DETAILED BY ��.� ,a r- the requln l rta of Section 192C.758 of the OSHA safety standard.for OTHERS TO ACCOMMODATE THE SEISMIC STORY DRIFTS. U cd e _ 0 .teed.mel.n,dated January 10,2001. SEISMIC DRIFT VALUES MAY BE OBTAINED FROM THE METAL The plans shall be on site at the time of the Material S BUILDING MANUFACTURER. inS inspection. Failure to have permit and lans on pxlflcatlone ,�ti, p p p DRAWING INDEX o Plat. and Finn.M xrfd: THIS BUILDING SYSTEM DESIGN IS BASED ON UNIFORMLY d � i p 5202�1�p 5'- 12'Wlde,to 1 , 4'Th. A129 Grade 55 site may require re-inspection. �c(j 9 / APPLYING THE CONTRACT-SPECIFIED LIVE LOAD AND ROOF Bulk-Up Structural Web A1011 rad(o�HstAS saes t)C+ade 55 SNOW LOAD. IN ADDITION, THE DESIGN IS BASED ON Approved Plans as Noted SIENAT, ' �- He-Roll.d Structural A30 or A572 crude 50 or A992 Grade 50 APPLYING A CODE-DEFINED LIVE LOAD (INCLUDING ,,,.,.,,.�,,.,.,�<,. Any plan revisions shall be submitted and COVERSHEET_ Cl. C2, C3 CV Structural Tub. A500 Gmd•B (48 KS1) APPLICABLE REDUCTIONS) AND A CODE-DEFINED SNOW LOAD Structural Pipe A500 Grade B (42 xSl) approved PRIOR to installation or field changes. ANCHOR BOLT DRAWINGS Ft. F2 07/27 2020 O Cold-Formed Stmctumi A1011 or AtO�SS or FSLAS Claw 1 or A,B53 Grade 55 BASED ON CONTRACT-SPECIFIED GROUND SNOW) FOR All N s C Wd-Fo r d Poor Penal A101 Grad.00 ( ) PARTIAL LOADING AND UNBALANCED SNOW LOAD CONDITIONS. Changes In Engineering Documents Or Details COLUMN BASE REACTIONS_ F2 v zs -s do w C stand( Seam Roof Panel A792 Grad.50,aan 1 require a letter and stamped detail unless Ea„a�gaa� ed 0 erg q p STRUCTURAL/SHEETING DRAWINGS E1 9 E3 E4 U. E6. E7. Efi e B d g'= All wall Panel Pra111.. A053 Grad.80.cam. 1 or A792 Gmd.80,a..a 1 S�..s am a 8;.0�8 CQ otherwise approved. c$v.v�zu�Vs6 4-- W-1 U Rod Bracing A529 Grads 50 3".aoa8 DETAILS D1. D2. D3. D4. D5. D8 07, 08 Q d. AWS 01.1/D1.3 ar GSA W59 Par Building Coda J� N ■/�� �V1� 'aF O High-Strength Bolts A307 Type Grad. or A490 Types Heavy Hmx Mason ■ _o u my Permitting D9. D1O �4gs.o�_$��s, U Machine Boka A307 Grade A Hex ■ MTV/ County " nWEMM 1995.NUCOR BUTMING SYSTEMS 9 rnCpL'v EYrc€ea5 `^.oral Emvi og�°:-�\50-n tom �omnC« O N -� N PROJECT NUMBER: U20HO621 A M B M R - m M E M B E R CERTIFIED IL C alq PROJECT NAME: Ridge MP Hot Pit 2 °Snw47•1 PROJECT LOCATION: Shelton, WA � g BUILDING SYSTEMS A WISION OF NUCOR CORPORATION CUSTOMER: D&R Communications Inc. � v.s o � m 0 STRUCTURAL OBSERVATIONS, TESTS, AND INSPECTION: 1) WHEN STRUCTURAL OBSERVATIONS ARE REQUIRED AS PER IBC 1704.6, OBSERVATIONS SHALL BE PERFORMED BY AN INDEPENDENT ENGINEERING AGENCY EMPLOYED BY THE ARCHITECT OR OWNER. 2) THE SPECIAL INSPECTOR'S DUTIES ARE AS DESCRIBED IN SPECIAL INSPECTION. THE SPECIAL INSPECTOR'S DUTIES ARE AS DESCRIBED IN IBC 1704.3 AND IBC 1705 g & 3) ALL TESTS AND INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND INSPECTION AGENCY EMPLOYED BY THE OWNER OR ARCHITECT. 4) THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE TEST AND INSPECTION FIRM WITH A SCHEDULE TO FACILITATE THE PROPER COORDINATION OF WORK. 5 s 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: v_ 1. MILL REPORTS AND IDENTIFICATION OF STEEL (AFFIDAVIT OF COMPLIANCE) ................................................................................................................................ El ❑ $ 2. SAMPLING AND TESTING OF SPECIMENS ........................................................................................................................................................................................ ElEl `a� lv B. WELDING: u $ 6-&& 1. ALL STRUCTURAL WELDING (INCLUDES DECKING AND WELDED STUDS), EXCEPT WELDING IN APPROVED SHOPS PER IBC 1704.2.2 ....................................... ❑ El ; $ �g8< 2. ULTRASONIC TESTING OF FULL PENETRATION WELD CONNECTIONS AT MOMENT FRAMES, BRACED FRAMES, BEAM SPLICES, AND FIELD WELDS. .................... E] El ' r • -WnW;u 3. STRUCTURAL LIGHT GAGE METAL FRAME WELDING ......................................................................................................................................................................... ElElC. BOLTING: r 8 1. HIGH STRENGTH BOLT A325SC AND A490SC (PRETENSION VERIFICATION) ..................................................................................................................I...................... ■ ❑ ❑ 2. HIGH STRENGTH BOLT A325N AND A49OX (PER COVER SHEET NOTES) ....................................................................................................................................... ■ El 3. EXPANSION/ADHESIVE ANCHORS IN CONCRETE OR MASONRY ...................................................................................................................................................... ■ ❑ ❑ Q Z Special Inspection Requirements Apply co W z � zSee Attached Special Inspection Form J N L� t: E J U W Z Q = W j�: rn Q w Cf) w 2i 0 APPROVED AS NOTED z w = w IDULU $ _ Reviewed for Code Compliance for those items o U m N listed on the application for permit. a o Project shall comply with permit conditions as �\t CHP"'S noted on the permit. � � O The plans shall be on site at the time of the O inspection. Failure to have permit and plans on CD site may require re-inspection. Fsk�> CD Any plan revisions shall be submitted and N approved PRIOR to installation or field changes. 07127 2020 O Changes in Engineering Documents or Details d _o require a letter and stamped detail unless E 0z'Fz3' 2 otherwise approved. r3$msx>ose U Mason County Permitting ":25un. 0, 4 �mNd� TRMEJ X 1998,NUCOR ODUNG SSIEMS '°H.p4�6~. �Ha� U �oNU EmNPH.Ash N N STANDARD WELDS AND LEGEND Mason County Permitting Thickest Mal.Joined Weld Thickest Mat.Joined Weld FWS$-FILLET WELD.ONE SIDE _<1/2' PW 3 5 1/2• FW 3 FILLET LEG NEAR SIDE WELD: FAR SIDE WELD: FWSS 5 3/4" FW_-4 S 3(4' FIN 3" e a 'Ss S ENLARGED DETAIL >3/4" FW 5 >3/4• FW 5 s FILLET - FG-5 FWSSS FILLET FG-5 r* FlNS4 � m 3 FG-5 8 FWS4 FG-5 .� A FWD$-FILLET WELD,BOTH SIDES Fwos s FILLET DETAIL'A' FG-5 F'N54 FG-5 FG-5 FWS4 FG-5 1 9' FWDS OR l— S FILLET o FWS4 —< EAVE STIFFENER C�P7 wP59• FG-5 FWS4 FWR-Full length fillet on near side with REFERENCE EAVE Notch PL '(Max.D/5 or 31 fillet return at both ends on STIFFENER DETAIL N-s• 'A' opposite side-1 plate. w FOR WELDS -F.S. EE NAIL — `WPS9 'JP' $TYv� FG-5 3 L � Fwns S •(Maxl7/5«37 0 � �D# oQ Typ Stiffen'Detail Section A-A FWD4 ' s m FG-5 FYVR/ •FG-5 FWS4 FG-5 5 t c c SEE DETAIL F.S. FG-5 'A• Ns. Knee WPt$-Full length fillet on near side of web with f TY P. FIXED Typ. 3•of fillet past inner most role In from each flange 0 0 3 along the opposite side of web. I.- FG-5 BASE DETAILFWS3 WP7$ s w rr xwfl/ T«vrtlpnnr e.rnFG-5 Structural Column 4 ,' "WPIS °RsiSWS WPS9 See Weld Standard sheet for WPS 1 rjTO R CJP1 2°mindescriDeon tii 3 3SWS Base otate exlenslon and anchor z� o oh bcadons may vary. 2FR FyyS4 5 CJPi-COMPLETE JOINT PENETRATION.SINGLE BEVEL WELD M r 3 WPS7 FWS3R WPS4 NEAR SIDE WELD: FAR SIDE WELD: CJP1 r $ 8 --K.<EVICK GOUGE CJP2 mcc CM A WN:RANGES FROM FWE3 TO FWD5 PER ENG. FGS n7 2FR FwS4 FG-5 FV a5• BACK GDUGE pawrwsx.cm n WP/fi:WELD SIZE PER FJVG.FULL LENGTH FILLET NEAR wrss 3" FG-5 pp SIDE OF WEB WITH 3'OF FILLET PAST INNER MOST HOLE FWSQ , pN a BEVEL SIDE .0 — IN FROM EACH FROM FLANGE ALONG THE OPPOSITE SIDE OF WEB. onowe�o 2 A •THIS WELD TYPICAL FOR ALL FLANGE TO ENDPLATE WELDS SHOWN. • • FG-5 FWR# Pipe or TLbe Column PURLIN/GIRT/CHANNEL EAVE STRUT 3 %11 DETAIL°A ail Tube Bracket Q-ry SHAPE QTy SHAPE R SLOPE Typical Column TYP. PINNED �2) 1fEi75 08C060 2) 8E2075 Perpendicular Knee Column See Weld Standard sheet BASE DETAIL Structural Details for WPS description THICKNESS THICKNESS See Weld Standard sheet See Weld Standard sheet for WPS See Weld Standard sheet SIZE Y\X SIZE X for WPS description description for WPS description 1000 1000 Tlfickest Mat.Joined Weld X X X X X X X X X X X X X X X X X X X X X XXX X X X X X X X X X X 5 1/2' FW_3 o U <_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 5-A' >3/4' FW 5 CJP1 ,WPSs A z X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X O F.S. SEE DETAIL O a 9 FWD# •FG-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 = FG5 WPRYN.S. 'A• 1/4 4'-12' (n U FG-51/4 4'-12 Z FG-5 �° -e �° o a o d b -t .FWS3 0 � ?N a .�' k rr 3d'y j5 ry na No o rro I rB Q' fn E �� g G o c o . eo _' l o�i � _��I _evl _ � �nlZ WPS7 � Typ.Flange Brace Clip Runway Beam3 O WLLl <////�� 0 LL 0 (7 0 0 f7 0Q Q V) y N (7C7 C7N F r r N N O> 0 0 0 0 0 0 0 0 0 0 0 0U) d ¢ ¢ o¢ LL LL x x x x x x = x x x x �,a Q FWs7 FGS ¢ C ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ du u1 N 41 U) h N ¢ ¢ ¢ 0 ¢ 0 ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ W1GFG I-- Preq O C O O O 0 0 O O O OOC �u �u �u �uC C O O O O C O O O O C 77 Wa a a s aa a a a a a a a a c _3GFG W .0 FG-5 WPU ,$ ik g y 0.. W C FWS3 3'm n Fc s s Y ` S g W w J $ 3 s s O ¢ fn >: p Q t FWD7 FG.s U �, $ # a a $ E g s s 8. 7a Q E W o w U W m S �- 3g - k x 8 ffi & Ur co E IWS rn O is _ T r s 3 I! i $ _ $ & w❑ rn To U WPSs CJPI �� at s a s ¢ L3 e 3 3 0� �� y a p u U m iof 35WS rn W 3 3 3 3 IS �i o gg- gg o o gg a L) p �ry - FG-5 FWDB o o u 5 S 4 c> ce b b b a c' �, 0 rn Interior Wide Flange Fixed Base Plate Crane Stop a = o = o o g � ; oe WIL c l9� 0 IV I go LU 0 W (7 V as y�+ m Lrn ' 9 u a .t a 52021�, CD �.z ¢ s -y » 5 5 a O mg �m jm y crT r0_ c c� `r �3 N oq 6S,SI IS14LD�' O a� FG-5 _ �-' n.'cS I y o g-- or? or?_. Y� D m QVAL F qpq OU O q ¢ UU �9Q0 pO1OU Tli LI9 O' .N r O Om c 9 _ N O m N N- dK OT f7L 50 38i 9f•'� C�c m L O zxtziW FWD4 Q m �5 0$ o- o�p o. a d. o- ni n �.�yy[0 F ,2 'o� �pi' *cp*A gAl k;Alin � aI �� 071272020 C) O Cl 'O q h F+ J J N •«� q SIC G 5 �� U U� U� U�p € ��i -N $ rr FG-5 U d Q & Qn o bbb a E o O h FWD4 U =m o �'d o Itiio p0 $m �-- �N mH LL WLL N yyam�. O f� 7yym 2 t7 N y yat— yin— C C O p ¢ S V �� p •f- H in a y� 9 y D 3�0 3�0 V t LL� M O �6 lS WO 0 Runway End .d s �^ A. a a a v g$ m" SSSYYF- €a €; -g a .2AI � 2R:� ( 0 9 9 = Z �� 3` P3 a $$ Uo f� o 9Pi ao �o $ S<$c O U SPECIAL DETAILS N ro m ro n1 0to € y o� z a 7n C7 C7 C7 cD LL m rn rn oo CO r`ai: ro ci> T w m v ? Ln m r n ?:y U r�=_ g See Weld Standard sheet U- c� `� LL `� o LL co a a a a 0- a a d `� �' �' a �' �' rh EL N a ?±g g • LL for WPS description Z " LL N in n C4 co N a m 3 3 3 3 3 3 3 3 1 € a m 0 1I N N �n N N ANCHOR BOLT SUMMARY - o Dia P of Oty Locate (in) Type O 24 Endrall 3/4' F1554 3.00 0 26 Fmm• � 4' F1554 3.00 0 20 Frame 1 F1554 3.00 E5 S a ANCHOR BOLT PLAN .s GENERAL NOTES i w 6� YL 1. THE SPECIFIED ANCHOR ROD DIAMETER m ASSUMES F1554 GRADE 55 UNLESS NOTED o OTHERWISE. ANCHOR ROD MATERIAL OF EQUAL DIAMETER MEETING OR EXCEEDING 160'-0"OUT-TO-OUT OF STEEL 9 High Eave THE STRENGTH REQUIREMENTS SET FORTH ON THESE DRAWINGS MAY BE UTILIZED AT 2 3 4 5 6 7 8 THE DISCRETION OF THE FOUNDATION $ 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" DESIGN ENGINEER. ANCHOR ROD EMBED- -� MENT LENGTH SHALL BE DETERMINED BY THE FOUNDATION DESIGN ENGINEER. z S pa, $ m 7 2. METAL BUILDING MANUFACTURER IS NOT $$ RESPONSIBLE FOR PROJECT FOUNDATION ; 88 8 I I DESIGN. THE FOUNDATION DESIGN IS THE RESPONSIBILITY OF A REGISTERED A -i-OA PROFESSIONAL ENGINEER, FAMILIAR WITH .a 4 H A T 2: .2T A LOCAL SITE CONDIf10NS.00 D D D D D D DL co 3. ALL ANCHOR RODS, FLAT WASHERS FOR , 14 W u}u to ASCALI CONCRETE/MASONRY OM EMBEDMENT r R € 5 PLATES ARE NOT BY METAL BUILDING 0 B B B I°_°I B MANUFACTURER. I� rn 00 4. THIS DRAWING IS NOT TO SCALE. i o 5. FINISHED FLOOR ELEVATION = 100'-0' 0 m C C C C C C C m UNLESS NOTED OTHERWISE. X H^ A I I Z : : : : I I H X 6. 'SINGLE' CEE COLUMNS SHALL BE Q C ORIENTED WITH THE 'TOES' TOWARD THE X-Bracing X-Bracing LOW EAVE UNLESS NOTED OTHERWISE. Z I I 7. ANCHOR RODS ARE REQUIRED ONLY IN THE H QUANTITIES SPECIFIED. BASEPLATES MAY BE FABRICATED WITH MORE HOLES THAN DE 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" NEEDED FOR THIS PROJECT. cn U Z 1 2 3 4 5 6 7 8 9 Low Eave 6. THE ANCHOR BOLT LOCATIONS PROVIDED 0 z BY METAL BUILDING MANUFACTURER SATISFY PERTINENT REQUIREMENTS FOR THE -J ui I ui ANCHOR BOLT PLAN DESIGN OF THE MATERIALS SUPPUED BY = O NOTE: Ali Base Plates 0 100'-0" (U.N.) THE METAL BUILDING MANUFACTURER. Q PLEASE NOTE THAT THESE REQUIREMENTS .J (� MAY NOT SATISFY ALL ANCHOR BOLT ~ LLI Z Q CONCRETE EDGE DISTANCE REQUIREMENTS O LLI DEPENDING ON THE DETAILS OF THE _ I-- FOUNDATION DESIGN, n- C0 w J BECAUSE FOUNDATION DESIGN IS NOT WITH- w � O Q APPROVED AS NOTED IN THE METAL BUILDING MANUFACTURER'S ¢ W O SCOPE OF WORK, IT IS THE RESPONSIBIL- 0 C-0 s� = ? C)Reviewed for Code Compliance for those items ITY OF THE QUALIFIED PROFESSIONAL w ❑ o U listed On the application for permit. DESIGNING THE FOUNDATION TO MAKE `- ❑ o CERTAIN THAT SUFFICIENT CONCRETE EDGE DISTANCE IS PROVIDED FOR THE ANCHOR 1 CHP Project shall comply with permit conditions as BOLTS IN THE DETAILS OF THE FOUNDA- BEN �Sl noted on the permit. TION DESIGN. The plans shall be on site at the time of the o inspection. Failure to have permit and plans on 00 site may require re inspection. 5 2021 Any plan revisions shall be submitted and CV ° Dias 3/4" approved PRIOR to installation or field changes. 07/27 2020 N e Diu-1" Changes in Engineering Documents or Details require a letter and stamped detail unless Esoo@gra= s otherwise approved. cv U Mason County PermittingE kA LL —_mea„�;aaeps H�gsN g; eNg� ,-om En mn..ro 0 0 N � O N � O Dia= 3/4" FRAME LiNES: 2 3 4 5 8 7 8 RIGID FRAME: BABA Coum limmIlim(() 8" Frame Column -----Dead-----Collateral- -----Uva---------Snow-----WIndJaft1- -Wind-JR htl- �Ojr 7 T rOLUMN LINE Frame Una Horle Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert (n Ojr r 2• A 03 1.7 0.2 0.8 0.9 4.2 1.6 7.2 -2.8 -5.7 1.0 -5,4 a- 9O Lo 2• C -0.3 1.8 -0.2 0.8 -0.9 4.2 -1.8 7.1 -1.8 -2.8 3.3 -7.7 -T-' I Frame Column --Wnd_Laft2- -Wind�ght2- --W:nd--Longt- --Wind-Lon -Seismic-Left Seismic-tight . g Una Una Horlt Vert Horiz Vart Horiz Vert Horiz Vert Horfz Vert Horiz Vert O O 2• A -al -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 22 PM Frame Column -Sdsmic_L.ong -MIN SNOW-- OU O i 0 Una Una Horir Vert Horiz Vert 3 1/2" 2• A -2.8 -2.7 2.0 7.9 c _-1-- 2• c -3.5 2.7 -2.0 7.8 U 2• Frame lines: 2 3 4 5 6 7 E 1 1/2'" 1 1/2" 8 rr H y ENDWALL COLUMN: a1(mc cauw REwmw O() a EW } } Wind Wind Wind Wind Wind Wind Wind Wind I Frm Col Dead Callat Live Snow Laftl Rightl Left2 Rightt Press Suct Longi Long2 -" Una Una Vert Vert Vert Vart Vert Vert Vert Vert V IV Horz Harz Vert Vert 1 A 0.6 0.1 1.7 1.9 -1.2 -1.9 -0.7 -1.3 -0.8 0.9 -1.1 -1.8 m 1 -4 1 B 1.0 0.4 4.3 4.5 -3.0 -5.3 -1.3 -3.5 -2.1 2.4 -3.1 -5.3 1 C 0.5 0.1 1.7 1.9 -1.4 -2.2 -0.6 -1.6 -0.7 0.8 -1.0 -1.7 `o c v DETAIL A RIGID FRAME: mcwt sous• mK mATEs Sal, Seia Frm Col Left Right -MIN_SNOW--EIPAT_SL1- E1PAT_S' Dia= 3/4' ,(� Frm Col Anc.-Bolt Base-Plate (in) Elev. Una Una Vert Vert Harz Vert Horz Vert Horz Vert I I Una Una Qty Dia Width Length Lk (in) 1 A 0.1 0..1 0.0 7.4 0.0 1.1 0.0 -1.2 0 •r-a 7 B 0.0 -.0 0.0 5.4 0.0 1.1 0.0 0.1 - ��Olr 2• A 4 0.750 8.000 12-75 0.375 0.0 1 C 0.1 0.0 O.0 1.7 0.0 -0.1 0.0 0.9 *$ r 2• C 4 7.000 8.000 12.75 0.375 0.0 Wind Wind Wind Wind Wind Wlnd Wind Windg 7riS R E$��o T Frm Col Dead Collat Live Snow Laft1 Rightl Laft2 Rightt Press Suct Lon g1 Long2 CC bi 9 2• Frame lines: 2 3 4 5 6 7 8 Line Une Vert Vert Vert Vert Vert Vert Vert Vert Horz Horz Vert V. z iE n 50 0, p ' 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 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 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 p p 3' ENDWALL COLUMN: A4mm sous•&Am Pins Do 5ele sail 3 1/2' Frm Cal Anc.-Bolt Base-Plate (in)) Elev. Frm Cal Left Right -MINNOW--E2PATSLI- E2PAT-sL1- <^ $ $ ��,(,�� Una Line Qty Dia Width Length thick (in) Line Una Vert Vart Horz Vert Horz Vert Harz Vert - 9 C 0.0 0.1 0•0 1.7 0.0 0.9 0.0 -0.1 7 A 4 0.750 8.000 8.250 0.375 0. -0.1 -0.1 0.0 5.4 0.0 1.2 0.0 1.1 0 9 A 0.0 0.0 0.0 1.9 0.0 -0.1 0.0 0.9 8" 1 B 4 0.750 8,000 6.250 0.375 0.0 1 / 1 C 4 0.750 8.000 8.250 0.375 0.0 s 1 1/2' 1 1 2' EW g c 4 0.750 8.000 8.250 0.375 0.0 BUILDING BRACING REACTIONS 3 v W 9 B 4 0.750 8.000 8.250 0.375 0.0 E R 9 A 4 0.750 8.000 8.250 0.375 0.0 W Reactions k ) Panel Shea 8 See Plan -wan a cal -Windrt Harz amia- (m7Sa Loc Una Una iorz Vert Harz Vert Wind Sale DETAIL B GENERAL NOTES L-EW 1 B,C 1.7 1.4 1.9 1.5 -- 1. ALL LOADING CONDITIONS ARE EXAMINED. THE MAXIMUM AND MINIMUM HORIZONTAL(Hl 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 AARRE REPORTED. () 7.8 1.7 1.4 12.9 1.3 Dia= 1 () ( R_LW 9 C,B 1,7 1.4 1.9 1.5 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. 3. FOR ASCE7-10 AND LATER BASED BUILDING CODES THE UNFACTORED LOAD CASE REACTIONS DUE TO WIND ARE GENERATED USING ULTIMATE DESIGN WIND SPEEDS (Vult). Q I"7 i A 4. POSITIVE (+) REACTIONS ARE AS SHOWN ABOVE. FOUNDATION LOADS ARE IN OPPOSITE DIRECTIONS.CD 4' 5. BRACING REACTIONS ARE IN THE PLANE OF THE BRACE WITH THE HORIZONTAL REACTION (H) ACTING AWAY FROM THE BRACED BAY AND THE VERTICAL REACTION (V) ACTING DOWNWARD. (' " •' •' Z O O O b 0 f- 4 C) I w -1-- u1 1r CUR. OPENING�*L VARIES: •••••• RIGID FRAME LOAD CASE ABBREVIATIONS: ••• _ Wlnd_Ll/Wlnd_Rl: LATERAL WIND FROM THE LEFT/RIGHT, CASE 1 O COLUMN 21"-3j" U U 8" Wind_L2/Wind_R2: LATERAL WIND FROM THE LEFT/RIGHT, CASE 2 LY - z 2° 2" Wind_Lnt/Wind_Ln2: LONGITUDINAL WIND, CASE 1/2 a (USE ((2) 1/2 DIA EXPANSION 0 - Seismic_C Seismic_R: LATERAL SEISMIC LOAD FROM LEFT RIGHT _ BOLTS PER COLUMN) U) LWINDJ�_L E &WIND _R E: LONGITUDINAL WIND EDGE ZON�S FINISH SW FNUN9_S C/FJUN8_S R: UNBALANCED ROOF SNOW WITH WIND FROM LEFT/RIGHT '�) FLOOR GIRT DEPTH + 2" z F PAT_U_ F PAT_SL ##: PARTIAL.UVE/SNOW LOADING FOR CONTINUOUS BEAM SYSTEMS N J O See Plan •••••• ENDWALL COLUMN LOAD CASE ABBREVIATIONS: •••••• Y _ Conat: COLLATERAL LOAD • = - _ .-•.-- 1- _ Rafter Wind_L/Rafter Wind_R: LATERAL WIND FROM THE LEFT/RIGHT ) _' [L_ DETAIL C Brace Wind_L/Brace Wind_R: LATERAL WIND FROM THE LEFTJRIGHT t�`4"'•v J U / Wind_P/Wind_5: LONGITUDINAL WIND PRESSURE SUCTION ON COLUMNS ;' „!•. ANCHOR BOLT SECTION A~ ~ W Z Q Dia= 3 4' Wind_Ln: LONGITUDINAL WIND SUCTION ON ROO "!:•: '' + Q Sei3_L/Sal9_R: LATERAL SEISMIC LOAD FROM LEFT/RIGHT RECOMMENDED W E UNB_SL,,L/E UNB_S R: UNBALANCED ROOF SNOW WITH WIND FROM LEFT/RIGHT _ �. E'PAT_U_ �/JE PAT_SL�: PARTIAL UVE/SNOW LOADING FOR CONTINUOUS BEAM SYSTEMS TYPICAL OVERHEAD DOOR a- u) Q TYPICAL COLUMN BASE PLATE DETAIL FRAMED OPENING � W w � --1 N �aW � �O = wCD LU O ; O o 3 APPROVED AS NOTED " o o'oZf U CD_ r 1 O 1 O FOUNDATION DESIGN NOTES: o_ o 3 1/2" 1. THE ORIENTATION OF THE ANCHOR BOLT DETAILS SHOWN ON THIS PAGE MAY NOT Reviewed for Code Compliance for those items ��•L�� COINCIDE WTfH THE ACTUAL COLUMN ORIENTATION SHOWN ON THE ANCHOR BOLT listed on the application for permit. DRAWING. PLEASE REFERENCE THE SIDEWALL (SW) AND ENDWALL (EW) STEEL LINES �ap4q_�s 8" SHOWN ON THE ANCHOR BOLT DETAILS WITH THE ANCHOR BOLT PLAN DURING LAYOUT Project shall comply with permit conditions as G�1 OF COLUMN AND ANCHOR BOLT LOCATIONS. u y O 1 1/2' 1 1/2" noted on the permit. O SW 2. COLUMN BASE PLATES MAY HAVE MORE HOLES THAN ARE REQUIRED DUE TO i 0 PRODUCTION LIMITATIONS. PLEASE FOLLOW ANCHOR BOLT DETAILS FOR QUAMTTIy The plans shall be on site at the time of the 52021 0 See Plan OF ANCHOR BOLTS REQUIRED. EXTRA BASE PLATE HOLES DO NOT NEED INFILLED inspection. Failure to have permit and plans on A�ssrO T DETAIL D PER THE MBS DESIGN SPECIFICATIONS. N site may require re inspection. 07/27 2020 O N Any plan revisions shall be submitted and - ado vs = 2 approved PRIOR to installation or field changes. E g9F& W `so� �„c6=a3 Changes in Engineering Documents or Details N U -sue want require a letter and stamped detail unless ooA ivoggo 0 Mason County Permitting otherwise approved. 'Lpoddv� N ANsR �3=�� LL E 1;madEs �om�E:jidomAeA N p\ N � n� O EXTENSION CANOPY BOLTS ROOF PLAN MARK QUAN TYPE DIA LENGTH High Ewe EB-22 4 A325 1 2 2 1'_ 160'-0"OUT-TO-OUT OF STEEL _p" EB-23 4 A325 1/2" 2" � $ EB-24 4 A325 1/2 2 EB-27 4 A325 1/2" 2" ka 2 3 4 5 6 7 8 EB-28 4 A325 1/2" 2" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" MEMBER TABLE ROOF 0 PLAN APPROVED AS NOTED MARK PART LENGTH EB-21 J08C060 51.750 o Reviewed for Code Compliance for those items EB-22 W8x10 33.500 w EB-23 W8x10 27.563 1 listed on the application for permit. j C_I ______I RF1__21 I RF1_21 ____ I RF1=21_____I RF1-21_____I RF1=21_____I RF1_21__ __I RF1- 21 __I_7 EB-24 WSx10 27.563 a 8 EB-25 J08CO60 51.750 m A EC-21 Project shall comply with permit conditions as EB-26 J08CO60 31.500 N i EC-26 I noted on the permit. EB-27 W8x10 33.250 EB-28 W8x10 28.563 U ��� CBS ��� Cep ��� Cep ��A �'e\ 1 The plans shall be on site at the time of the EB-29 J08C060 31.500 o U. < iN G� 2 G� G� 2 G� <' Ni inspection.Failure to have permit and plans on P-21 OBZ060 270.750 $ I I ER-21 R 1-22 F1-22 RF1-22 RF1-22 1-22 RF1-22 RF1-22 1 1 site may require re-inspection. P-22 08ZO60 274.000 �„ � e � ER-21 wi P-23 08Z060 270.000 LL-0 1 ?A G� �2A G� ��A G� �2A G� 1 Any plan revisions shall be submitted and P-24 08ZO60 274.000 approved PRIOR to installation or field changes. P-25 08ZO60 270.750 a � Changes in Engineering Documents or Details P-26 08ZO67 274.000 EC-23 Q EC-24 require a letter and stamped detail unless P-27 08Z067 274.000 e $ C - --------- 'S-21 n - ----------- ----------- ----------- ----------- ----- -�� - --------- - otherwise approved. E-21 08E060 216.000 .. $ o C I I RF1-23 I RF1-23 I RF1-23 I RF1-23 I RF1-23 RF1-23 I RF1-23 I E-22 08EO60 228.000 E-23 08EO60 228.000 V tr E-24 08E060 228.000 Low Ewe E-25 08ZO60 216.000 IZA ' E-26 08Z060 228.000 '� # g E-27 08C060 251.000 E-28 08C060 238.500 PRIMARY ROOF FRAMING PLAN E- 8CO60 238.500 E-30 0SCO60 238.500 E-31 08C060 238.500 E-32 08E060 12.000 E-33 08Z060 12.000 ST-21 W08SBO75 234.750 CB-24 RD10- 290.000 1 g High Ewe CONNECTION PLATES 1'- 160'-O"OUT-TO-OUT OF STEEL -0" ROOF PLAN p DID I MARK PART � 2 3 4 5 6 7 8 1 EECO1 LU PURUN BRACE TWO ROWS PER 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 2D'-0" 20'-0" U U BAY, SEE DETAIL ON SHEET D_ Z o - � z W N O 0 rn W I `I EB-27 EB-28 EB-28 EB-28 EB-28 EB-28 EB-28 EB-28 EB-27c1 � Q N A m C I E-27 I E_31 I E-31 I E_31 I E_31 I E-31 I E_31 I E-27 I 3 w (1) pABOg (1) PABw I- -J Z Q -33 I�3 F O w N E 3 1 r:��1 P-22 TYP P-23 Typ P-23 TYP P-23 Typ P-23 Typ P-24 Typ P-25 Typ ROOF FRAMING PLAN w w 2 C N i V i G i x (2) PAB05 w � a O Q co a Q I < [ GENERAL NOTES W o () = w 0 w m = I 1. PLACE TAGGED END OF RAFTERS TOWARDS THE LOW SAVE w 00 0 = z C)P-26 P-27 I X(2) PA805 2. STD. ROD/CABLE SIZES PER PART PREFIX ARE: a�' Q U o ROD CABLE E-32 1 PAB03 RD06- = 3/4" ROD CA03- = 3/8" CABLE fjpY C��i Sljs E- 2E-21 _ _ _ _ - �1; PAB04 RDO7- - 7/8' ROD CA04- = 1/2- CABLE C CV 1 PA802 R008- = 1' ROD � N C I E-27 I E-28 I E-29 I E-30 I E-28 I E-29 I E-30 I E-27 I 7 ( ) (1) PAB01 � � � O I I EB-22 EB-23 EB-24 EB-24 EB-23 EB-24 EB-24 EB-23 ER-22 I Roos- = 1 1/B" ROD p W m RD10- - 1 1/4" ROD 52021 po PURLIN V-7' 1' 3+ V - 1' 1' + 1' + V-7' Low Ewe 3. PURUN AND EAVE STRUT CONNECTIONS UTILIZE BOTH 6s LAP 1 -7" 1-3" '1'-3- 1 -3 1-3" 1-3 '1'-7- A307 AND A325 BOLTS. REFER TO THE DETAILS N FOR SPECIFIC USAGE REQUIREMENTS. 07/27 2020 0 4. THIS DRAWING IS NOT TO SCALE $ = N SECONDARY ROOF FRAMING PLAN € �� sCBgg o Mason Count Permitting p� y g N1 E -0 � $9E.s�FsnusE LLI ERECTOR NOTE: N �o THIS BUILDING HAS SPECIFIC ROOF CLIP AND FASTENER REQUIREMENTS. PLEASE REVIEW THIS DETAIL PRIOR TO ERECTING THE ROOF PANEL. FAILURE TO FOLLOW THESE SPECIFIC REQUIREMENTS COULD RESULT IN LOSS OF ROOF PANEL(S). � s A APPROVED AS NOTED A Reviewed for Code Compliance for those items Mason County Permitting listed on the application for permit. Project shall comply with permit conditions as noted on the permit. - w a The plans shall be on site at the time of the OI n inspection.Failure to have permit and plans on N _J O t site may require re-inspection. W Any plan revisions shall be submitted and O O O approved PRIOR to installation or field changes. sn Changes in Engineering Documents or Details �an N require a letter and stamped detail unlessS Td s M otherwise approved. 5 ' 8 8 STD 4" CFR CLIP PART NUMBERS all,1 s, 3 MARK # PART DESCRIPTION U a H2500 SHORT FIXED CUP ' r $ H2510 TALL FIXED CLIP 162'-0" = ,AIgf I- H2520 SHORT SLIDING CUP H2530 TALL SLIDING. CLIP 1 9 H2540 SUPER TALL SLIDING CLIP C 5 ROOF SEAMING PLAN CFR PERIMETER CLIP PART NUMBERS MARK # PART DESCRIPTION 1) NUCOR ROLL LOCKTM U.N.O. 162'-0" H2720 SHORT SLIDING 8" CLIP z H2730 TALL SLIDING 8" CLIP 2) ® INDICATES NUCOR VISE LOCK® 1 9 H2740 SHORT SLIDING t2" CLIP 3) INDICATES NUCOR VISE LOCK 360( _ H2750 TALL SLIDING 12" CLIP co U ROOF CLIP AND FASTENER PLAN H2760 SHORT SLIDING 16" CLIP H2770 TALL SLIDING 16" CUP EA6027 N -J o STD. 4" PANEL CLIP ATTACHMENT DETAIL STD. 4" PANEL CLIP ATTACHMENT DETAIL PERIMETER PANEL CLIP ATTACHMENT DETAIL CRITICAL SEAMER ORDERING INFORMATION ° U) U_ SEE CFR ROOF ERECTION NOTES FOR PANEL CUP MARK NUMBER SEE CFR ROOF ERECTION NOTES FOR PANEL CUP MARK NUMBER SEE CFR ROOF ERECTION NOTES FOR PANEL CLIP MARK NUMBER W Z Q ROOF PANEL 8", 12" OR 16" 0 ROOF TYPE CFR = LU CFR PERIMETER �r6 O_ ji C7 Q ROOF PANEL ROOF PANEL CUP QV PANEL GAUGE 24 GA. W LU O Q 04 SQUARE FOOTAGE (ENTIRE ROOF) 5,184 SQ. FT 0 0 0 W _ o LU U m CV 4" PANEL CUP AT EACH 4" PANEL CUP ,.- I ROOF PITCH 3 4'12 PURUN OR JOIST, AT EACH PURUN, I (2) H1020 FASTENERS PER (3) H1020 FASTENERS PER TALL OR SHORT PANEL CUP TALL OR SHORT PANEL CUP, -Sz#__; fE�t EHR�Sl WITH PURUNS, SEAM HEIGHT ® 3" 2" (3) H1022 FASTENERS PER y (2) H1022 FASTENERS PER SUPER TALL PANEL CUP PERIMETER CUP AT EACH S�IjjPER TALL PANEL CUP PURUN OR JOIST, __ ❑ ® y = O WITH PURUNS, FASTENERS PER CUP: sr__ =sy= ENDLAPS YES NO O - -=iea- .. '�tr. .:,aax: v (2) H1070 FASTENERS PER (3) H1020 AT PURLINS —_ -__-_- SHORT', TALL OR SUPER TALL (2) H1070 AT JOISTS =-= 52021 O GALVALUME OR PAINTED ROOF GALVALUME ® PAINTED •�tst>fi� O PANEL CUP WITH JOISTS �Y`:3'.;;r W dss7 PURLIN (OR JOIST) - L PERIMETER CUPS REQUIRED YES ® N NO O PURUN (OR JOIST) INSULATION 07/27 2020 N PURUN NOTE SEAM HEIGHT: CFR Y. VR16—II & SR2 = 2" 9.1 � �� w 2 E 8S8[ .KEgp O PLEASE NOTE THAT ALL SEAMIER ORDERS WILL TAKE APPROXIMATELY s=� s"= " C) =ti in� 5-7 WORKING DAYS FOR DELIVERY TO JOB SITE FROM DATE OF sa 1, o 0 (2) FASTENERS PER CLIP AT PURLIN JOIST 3 FASTENERS PER CUP AT PURLIN (3 FASTENERS PER CUP AT PURLIN sa'� =� � ( ORDER. VISE LOCK & VISE LOCK 360 CFR ROOFS REQUIRE (5) HIF W ¢� A (2) FASTENERS PER CUP AT JOIST C STATION SEAMERS. Ay - W NUCOR.DIROOFSEAMERS.COM PHONE (888) 343-0456 � s TRIM TABLE o ROOF PLAN h OID PART LENGTH DETAIL 1 SCT121 121.000 2 SET01 121.000 TRIM-861 g 4 LEE03 121.000 TRIM_875 5 HEB01 121.000 TRIM-875 6 HEB02 242.000 TRIM_875 7 RRA01 121.000 TRIM-875 g 8 H4000 5.000 9 RCA01 9.250 10 GRA01 8.000 11 GTA01 121.000 TRIM_861 12 GTA02 242,000 TRIM_861 13 RCA02 9.250 14 ERA01 8.060 s High Eave w 1 T m 160'-0"OUT-TO-OUT OF STEEL _ -0" 0 2 3 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-O" 20'-0" 20'-0" S O 4 5 6 7 � �- 8 8 0 [A] etwhM Q - � 314, �W$W - -- ---------- ----------------- ----------------------- ° I I in N N I N W � I O � N I I N Q o in [A] i [A] 'S W O 0o J u7 co UJ (0 _ r I co C) I Z - - - - -- - - - - - - - -- - - - - - - -- ° Z(Gutter with 4 downspouts) REF Trim-22 N = O O Low Eave u) U N J O I Lu Z Q Lq ozW � �: D_ � Q Lu [A] APPROVED AS NOTED < 111 3 O =CD o Reviewed for Code Compliance for those items w Op CDo CO = Z LIJ CD ROOF SHEETING PLAN listed on the application for permit. a �p U o C\1 PANELS: 24 Ga. SS — Pearl Gray PVDF [A] SOFFIT PANELS: 26 Go. CW — Charcoal PVDF Project shall comply with permit conditions as �ni cHRis. noted on the permit. y oe l'9 The plans shall be on site at the time of the y O STEEL LINE START FINISH DIM. PANEL RIB O SEE ROOF SHEETING PLAN) — START PANEL WIDTH DETAIL PANEL WIDTH DETAIL (FIELD CUT)CUT) inspection. Failure to have permit and plans onMAY O I BACK OF site may require re-inspection. 52021 O TO DETAILS REFER RAKE ANGLE NOTE: THE FINISH PANEL ALSO NEEDS TO BE CUT Mason County Permitting F 'r TO THE REQUIRED WIDTH FROM A FULL SHEET Any plan revisions shall be submitted and ssl�'"I CV CD WHEN FIELD CUTTING OR MITERING CFR ROOF PANELS, NON- approved PRIOR to installation or field changes. 07/27/2020 BACK OFABRASIVE CUTTING TOOLS SUCH AS NIBBLERS OR TIN-SNIPS SHALL Changes in Engineering Documents or Details gL 5 va w RAKE ANGLE BE USED. ABRASIVE CUTTING TOOLS SUCH AS MECHANICAL require a letter and stamped detail unless E$o�ogpe=P? N GRINDERS, SAWS, SHEARS, OR SCISSORS CAN DAMAGE THE otherwise approved. 5== =�-��a� 1' S 3 4' 2yZ CUT DIM A GALVALUME FINISH AND CREATE EXCESS METAL SHAVINGS THAT CAN �a: .g$[gaoap o U +• cur DIM CORRODE THE PANELS.' THE USE OF NON-APPROVED CUTTING w FlELD CUT FROM B DEVICES MAY VOID YOUR FACTORY WARRANTY. xAoa'€ nNdo FULL WIDTH PANEL I as rs• CUT DIM C �`�g�s"rV -,HR Ea�m3EA��amAe� O N o N r � 0 SPLICE PLATE & BOLT TABLE MEMBER TABLE y Web De th Web Plate Outside Flange Inside Flange R Mark Tot Bot Int Type Dia Length Width Thick Length MOrk Start ncl Thick Len th W x Thk x Length W x Thk x Len th SP-1 4 4 0 A325 0.625 2.25 6" 1/2" 1'-9 1/8" RF1-21 12.0 12.0 0.135 138.5 6 x 1 4 x 1 7.3 6 x 1 4 x 138.5 12.0/12.0 0.188 18.9 8 x 1/4" x 20.0 RF1-22 15.0/15.0 0.135 96.0 5 x 1/4" x 318.1 5 x 1/4" x 318.1 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 1 118.6 5 x 1 4" x 135.9 0 •s w og m 24 Ga. SS, PeaH G pypF 8 386.00 5 1/4" 2'-3 11/16" 4'-0" fib; $ ' 3/4" J 12 » f FBC32A(2) FBC32A1) 1'— EB-28 Q FBC32A 1) a $ s 1 FBC32A 2) a Y3 EB-23 EB-24 P �g� 3, N 32 aCL . RF1-22 N V) N Q o 001 am i2 N tr)+ I I OI o O O� M+ N N O O-1 W U n U) U Z O_ N Q J U v 8" I1'-0 1/2" 26'-7" 1'-0 1/2'-— — g„ O w D � CLEAR + — � � cli Q APPROVED AS NOTED W w 0 J CV O Q ZWo UW w 0 Reviewed for Code Compliance for those items w ❑ o U N listed on the application for permit. 1 —0 30'-0" OUT—TO—OUT OF STEEL —0 a p o J Project shall comply with permit conditions as A C ENl CHR� noted on the permit. RIGID FRAME ELEVATION: FRAME LINE 2 3 4 5 6 8 Gain NOTEs The plans shall be on site at the time of the 1. p INDICATES FLANGE BRACING LOCATIONS. (1) = ONE SIDE; (2) = TWO SIDES. u " C) inspection. Failure to have permit and plans on CD site may require re-inspection. 2. IF FLANGE BRACING IS REQUIRED ON BOTH SIDES OF AN EXPANDABLE RIGID FRAME, ,p,,52D21 E TO HE FUTURETHE POSITE SIDE EXPANSION. FLANGE THESE BRACES WILL BIRACESVHAVE BEEN PROVIDED.IDDED. AS REQUIRED. LED AT THE TIME dSwICTVAL ' O Any plan revisions shall be submitted and FOR THIS FUTURE CONDITION. � approved PRIOR to installation or field changes. 07/27/2020 N Changes in Engineering Documents or Details Mason County Permitting 3. RIGID FRAMES SHALL HAVE 50% OF THEIR BOLTS INSTALLED AND TIGHTENED ON BOTH require a letter and stamped detail unless SIDES OF THE WEB ADJACENT TO EACH FLANGE BEFORE THE HOISTING EQUIPMENT IS E`so2U c$c"2 x O RELEASED. a` `y`� otherwise approved. orate="�" U > 5_exr�ds � 4. INTERIOR COLUMN METAL TAG IS ORIENTED TOWARD THE LOW EAVE OF THE BUILDING. 0 mni-R papa v��agE$ W .=mBE�Nv�mAB� O N N � O N n ^O TRIM LE Ls FRAME MLINE C OID PART LENGTH DETAIL C', N 1 BSBO1 122.000 TRIM-301 N N 2 OCA01 242.000 TRIM_? o A o 3 MFBO1 121.000 TRIM-7 8 4 CCA121 121.000 TRIM-19 i Ea 5 JTA087 87.000 TRIM-99 = 6 CCA121 Use Drop TRIM-19 7 CCE076 76.000 TRIM-19 8 HTA080 80.000 TRIM-99 9 STA076 76.000 TRIM-99 1 9 10 SCT121 121.000 TRIM 861 s 1 160'-O"OUT-TO-OUT OF STEEL -0" MEMBER TABLE w tL t FRAME LINE C m 2 3 4 5 6 7 8 MARK PART LENGTH 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" DJ-22 J08CO60 48.000 E-21 08EO60 216.000fl E-22 08E060 228.000 N E-23 08EO60 228.000 M M E-24 08E060 228.000 E-21 E-22 E-23 E-24 E-22 E-23 E-24 E-21 w E-32 08E060 12.000 U ----------- ------- T ----------- - Eave_Extension ----------- ------------ ------- - P G-28 OBC060 239.000 4-6' $ G-H I G-29 08CO60 238.500 o I G-28 2 G-29 $ G-29 G-29 G-29 G-29 2 G-29 >s �� N 4'-0" I 1 � � �G-27 G-29 � Q3 � � �G-29 � 0 1 G-29 � � �G-29 � � �G-29 G-29 A 4 11 � 11G-2 I CB-23 RD08— 280.000 � �9s� 8 3'-6" AR Ll I CONNECTION PLATES ---------- ----------- ----------- ------------ ------------ ----------- ----------- ---------- FRAME LINE C �3 H I I I I I I I H ❑ID I MARK PART EC-23 RF1-23 RF1-23 RF1-23 RF1-23 RF1-23 RF1-23 RF1-23 EC-24 1 GCC03 ; $ gl 7'-0"J. '- ' 7'-0" 7'-0" 7'-0" 7'-0" 7-0 7-0 - 7 -0 7-0 - 7 -0 7-0 - 7-0 7-0 - -0 7-0 - 7 -0 'C SIDEWALL FRAMING: FRAME LINE C 1 o I I I I I I I I (Gutter with 4 downspouts) REF Trim_22 w U) U 0 0 0 0 0 0 0 0 0 o 0 z 0 0 0 0 0 0 0 0 0 0 0 U) ,n ,n ,n � Ew xtension Lo Lo u1 � _ _ _ _ uO � _ Z c r r _ _ _ _ __ — — — _ — _ _ _— _ _ — _ — _— — N vo O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O =1 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 o a o 0 0 = < U ¢ 0 0 0 o o 0 0 0 0 0 0LU q ?4SIDEWALL FRAMING PLAN F- C Q h h 3t a- W w J `— N 1 APPROVED AS NOTED GENERAL NOTES � w OU = W o 1. STD. ROD/CABLE SIZES PER PART PREFIX ARE: (D � �. LLI f = SIDEWALL SHEETING & TRIM• FRAME LINE C Reviewed for Code Compliance for those items ROD ABLE oo C = N • listed on the application for permit. RD05— — 5/8" ROD CA02— — 1/4' CABLE a Q' ❑ 7 e PANELS: 26 Go. CW - Charcoal PVDF RDO6— = 3/4" ROD CA03— — 3/8' CABLE RD07— — 7/8" ROD CA04— - 1/2' CABLE t CHp Project shall comply with permit conditions as RDo8— — 1" ROD �Er Sri noted on the permit. a og 9 RD — = 1 1/ " ROD 4O 6 RD1010— = 1 1/44" ROD u y = O O B 5 The plans shall be on site at the time of the O inspection.Failure to have permit and plans on 2. ROD/CABLE BRACING THAT OCCURS IN FLUSH OR C) site may require re-inspection. INSET GIRT CONDITIONS WILL REQUIRE FIELD SLOTTING 5202�1 p 4 8 OF GIRT WEBS TO ALLOW FOR BRACING. Asst y T— Any plan revisions shall be submitted and N roved PRIOR to installation or field changes. 3. FRAMED OPENINGS WHICH ARE FIELD LOCATED WILL 07/27 2020 0 approved g REQUIRE FIELD CUTTING OF GIRTS AND SHEEnNG. s x W N Changes in Engineering Documents or Details € g E require a letter and stamped detail unless 4. THIS DRAWING IS NOT TO SCALE. E$aFs$ v=i O otherwise approved. s � iigty�g co U O Mason County Permitting n �g 8111AIM U L,..I � N O N t` O^ TRIM TABLE FRAME LINE A OID PART LENGTH DETAIL 1 BSBO1 122.000 TRIM-301 2 BSBO1 Use Drop TRIM-301 $ 3 OCA01 242.000 TRIM-7 4 MF801 121.000 TRIM-7 19 5 CCA121 121.000 TRIM-19 6 JTA097 97.000 TRIM-98 7 CCA193 193.000 TRIM-19 8 HTA196 196.000 TRIM 98 g 1 MEMBER TABLE 8 1 _ 160'-0'OUT-TO-OUT OF STEEL -0 FRAME LINE A 8 7 6 5 4 3 2 DJ MARK 23 PART 153.500 m 2O'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" DH-21 J08CO60 192.000 0 E-25 08ZO60 216.000 E-26 OSZ060 228.000 E-33 08ZO60 12.000 S8Z84 FIELD CUT I G-31 08Z060 233.250 L;J E-25 E-26 E-26 E-26 E-26 E-26 E-26 E-25 w +*G-32 08Z054 42.000 to$'m $ --- - ---- --- - ---- �- - ---- --- - ---- --- - ---- -- - ---- -- - -- - ---- G-33 08ZO60 227.000 ? 5'-3 1/2 I 3 i G-34 OBZ060 233.250 o_ m DH-21 r� r7 DH-2" r� r•1 DH-2'6PJ M DH-21 ,.� M DH-21 ,.� r7 DH-21: r� r1 DH-21 r� r� DH-21 r� p CONNECTION PLATES $ I 4'-0" 3 K2 N N N N 0 N 0 N N N N N N N N N I FRAME LINE A D©Oil , 7 I[[�� ❑ID MARK PART Es o 0 0 0 0 0 --o o----- o FfAR02 1GCC03-- ----- ------- -- ------ -- ------ -- ------ -- y CI3 CI3 CI3 EI3 CI3 CI3 CI3 E-I 2 GF101 EC-26 RF1-21 RF1-21 RFt-21 RF1-21 RF1-21 RF1-21 RF1-21 EC-21 ! s$ 0 �01 000000000L 1 I I I I JI I I1. I I 1116'-0" N N 16'-0" N N 16'-0" N N 16'-0" �(l N 16'-0" N N 16'-0" N N 16'-0" S IDEWALL FRAMING: FRAME LINE A z 0 J L1J Q9 8Q 7Q O O O Cn Z - 0 0 o a o 0;0 0 0 0 0 0 0 0 0 0 o to si o 0 0 0 0 0 0 0 ova o� o 0 0 0 0 0 0 Z J ¢ 00 00 C0 W CO p p o0 00 DD 00 ° 0 CO a0 00 00 00 p p 00 CO 00 C0 00 O 0 W 00 00 00 = p a0 W a0 00 00 p p 00 c0 DD 00 a0 0 O 00 00 00 00 C4� cD cp co cD co co cD co co co co cD m tD co cD co co LO co Lo co cD co co co cD cD co cD _) co co cD co cD co co to co (J _ E- 3 8 7 u7 8 7 rr) 8 7 8 7 u7 8 7 Ln 8 7 6� 8 7 U 8 7 3 Q co 6 6 cD 6 6 cD 6 6 6 6 uJ 6 6 co 6 6 co co 6 6 co 6 6 J U 5 �5 5 5 �5 5 5 �5 5 5 5� 5 5 5 5 5 ------ --------- --------- ------- SIDEWALL FRAMING PLAN ; ��, Q O GENERAL NOTES w� LLJ w � J 1 2 APPROVED AS NOTED �LLJ �o Z,O w m (8)1. STD. ROD/CABLE SIZES PER PART PREFIX ARE: I-(9 cfl Reviewed for Code Compliance for those items ROD cABLF o 0 N dS U Z N SIDEWALL SHEETING & TRIM: FRAME LINE A listed on the application for permit. R005— - 5/8- ROD CA02— — 1/4- CABLE RD06— - 3/4" ROD CA03— = 3/8' CABLE PANELS: 26 Go. CW - Charcoal PVDF Project shall comply with permit conditions as RD07— 7/8" ROD CA04— — 1/2" CABLE �ht CFiR�ST RD08— - 1" ROD oQ wAsy i9 noted on the permit. RD09— 1 1/8" ROD RD10— = 1 1/4" ROD y CD plans shall be on site at the time of the O inspection.Failure to have permit and plans on 2. ROD/CABLE BRACING THAT OCCURS IN FLUSH OR 52021 O site may require re inspection. INSET GIRT coNomoNs WILL REQUIRE FIELD SLOTTING 8 r JSIbrt� O OF GIRT WEBS TO ALLOW FOR BRACING. sp 4�AL ' Any plan revisions shall be submitted and 3. FRAMED OPENINGS WHICH ARE FIELD LOCATED WILL 07/27 2020 O approved PRIOR t0 installation Or field changes. REQUIRE FIELD CUTTING OF GIRTS AND SHEETING. N Changes in Engineering Documents or Details„ s I require a letter and stamped detail unless 4• THIS DRAWING IS NOT TO SCALE. @a € �� �� n otherwise approved. r Co Mason County Permitting5 w N \n N N \n r c BOLT TABLE FRAME LINE 1 LOCATION I QUAN TYPE DIA LENGTH Columns Ra 1 4 A325 1/2" 2 1'- A 30'-0"OUT-TO-OUT OF STEEL C '-0" TRIM TABLE g FRAME LINE 1 r OID PART LENGTH DETAIL M 15'-0" 15'-0" 1 BSBO1 122.000 TRIM-301 2 OCAO1 242.000 TRIM-7 3 MF801 121.000 TRIM-7 3/4"t�, 4 RTA02 242.000 TRIM-849 !; EB-27 12 5 RET03 121.000 TRIM-849 g` (q� 6 RRAO1 121.000 TRIM-849 w I 3 Y ERI-21 EE-22 7 SCT121 121,000 TRIM-849 a — — — — — — I I 8 RRAO1 121.000 TRIM-849 g N — — — — _ 9 CCA121 121.000 TRIM_19 10 JTA087 87.000 TRIM-98 11 CCE040 40.000 TRIM_19 N I cep � I� `1 12 HTA044 1 44.000 TRIM 98 1 22 G MEMBER TABLE G-22 o G-24 FRAME LINE 1 B g;; i o �m o MARK PART LENGTH ��"s ? iv EB-22 W8x10 33.500 1 EB-27 W8x10 33.250 M r-o G-21 N N G-23 G-24 EC-21 W8x10 149.688 ti? 1 I I a - EC-22 W8x10 139.438 o 0 03 EC-23 W8x10 129.188 M E9 I ER-21 W x1060 359.688 p W p I — —0 — C — — I — — — — — — — -I G-21 08Z054 58.500 EC-21 EC-22 EC-23 G-22 08Z054 186.500 ,_ � i $€$W G-23 08Z054 82.000 19 186.500 CB-21 RD0554 209.000 • g CB-22 RD05— 215.000 GIRT 1'-3 LAPS t'-3' FLANGE BRACE TABLE FRAME LINE 1 ENDWALL FRAMING: FRAME LINE 1 DID SIDES MARK CLIP n n n 1 1 FBC30 � Y Y Y CONNECTION PLATES z FRAME LINE 1 0 3/4"�, ❑ID I MARK PART -J 4 5 s 7 O 12 1 1 GCCO3 W U) U cn 0 O N O FO C) n Q q I-- --� 2 co C141 1 Ln O O t� O O 3 W � o g � C6 s 9 � � 2 ENDWALL FRAMING PLAN W w w N APPROVED AS NOTED LLI C) = p w = 1 1 GENERAL NOTES �(� C:) � � W � Reviewed for Code Compliance for those items " p o o = z o listed on the application for permit. 1. STD. ROD/CABLE SIZES PER PART PREFIX ARE: U Q U o ROD CABLE a Project shall comply with permit conditions as RD05- - 5/8' ROD CA02- = 1/4' CABLEN1 EN A" RD06- = 3/4' ROD CA03- = 3/8' CABLE � noted on the permit. RD07- = 7/8' ROD CA04- - 1/2' CABLE og � Tyr 1 RDO8- - 1' ROD The plans shall be on site at the time of the Roos- = 1 1/8' ROD C:) RD10- = 1 1/4' ROD inspection.Failure to have permit and plans on O ENDWALL SHEETING & TRIM: FRAME LINE 1 site may require re-inspection. sz°ai O 2. ROD/CABLE BRACING THAT OCCURS IN FLUSH OR � �Ist� INSET GIRT CONDITIONS WILL REQUIRE FIELD SLOTTING rt�NnL ' r PANELS: 26 Ga. CW - Charcoal PVDF Any plan revisions shall be submitted and OF GIRT WEBS TO ALLOW FOR BRACING. N O approved PRIOR to installation or field changes. 07/27 2020 0 Changes in Engineering Documents or Details 3. FRAMED OPENINGS WHICH ARE FIELD LOCATED WILL W REQUIRE FIELD CUTTING OF GIRTS AND SHEETING. =g>:S a.sS 'n require a letter and stamped detail unless a32s'le-9-E 0 otherwise approved. 12 4. THIS DRAWING IS Nor To SCALE. s� .sT9E$ CO U Mason County Permitting W O N O t� N � � O BOLT TABLE FRAME LINE 9 LOCATION QUAN TYPE DIA LENGTH Columns Raf 1 4 A325 1 2 2 C A 1'— 30'-0" OUT—TO—OUT OF STEEL —0" TRIM TABLE 8 8 FRAME LINE 9 B OID PART LENGTH DETAIL 15'-0" 15'-0" 1 BS801 122.000 TRIM-301 2 OCA01 242.000 TRIM-7 3 MFB01 121.000 TRIM-7 Q 3/4" 4 RTA02 242.000 TRIM-849 12 5 RET03 121.000 TRIM-849 ER-21 A7 EB I27 6 RRA01 121.000 TRIM-849 63 EB 12 I — — — — 7 SCT121 121.000 TRIM-849 tL 8 RRA01 121.000 TRIM-849 m 9 CCA121 121.000 TRIM-19 0 10 JTA087 87.000 TRIM-98 11 CCE040 40.000 TRIM-19 N 12 HTA044 44.000 TRIM 98 `r MEMBER TABLE 2 G-22 G-24 o FRAME LINE 9 e $� MARK PART LENGTH 0 0 I N I EB-22 W8x10 33.500 EB-27 W8x10 33.250 $ v G-25 F N N G EC-24 W8x10 129.188 EC-25 W8x10 139.438 03 I EC-26 W8x10 149.688 It $ ;; ER-21 W8x10 359.688 Q � 1a�"a Es _ _ `' DJ-21 J08C060 90.000 J — 0 I G-22 08Z054 186.500 Jig- EC-24 EC-25 EC-26 G-24 08Z054 186.500 3 , � W 3. G-25 08Z054 82.000 �� 1 �_ G-26 08Z054 58.500 E • S 5'-10" J.3'-4"J. 510" CB-21 RD05— 209.000 CB-22 I RD05— 215.000 GIRT t'-3 E LAPS 1'-3` FLANGE BRACE TABLE FRAME LINE 9 ENDWALL FRAMING: FRAME LINE 9 # D ID SIDES MARK CLIP 1 1 FBC30 I ?�: CONNECTION PLATES z FRAME LINE 9 0 Q 3/4" 6 7 ❑ID MARK P 4 5 ART 12 1 GCC03 w � U Z U J z J, 0 N O 3 0 0 Lq 0Lq 0 0 a 2 = ,) iri cfl Cn Q ENDWALL FRAMING PLAN LLI o Q APPROVED AS NOTED < W � =�U � o i 1 GENERAL NOTES ? (D W _ Reviewed for Code Compliance for those items 1. STD. ROD/CABLE SIZES PER PART PREFIX ARE: wo' 0 0— o C) z O listed on the application for permit. ROD CABLE a d ❑ o RD05- = 5/8` ROD CA02- = 1/4` CABLE 1 CHR Project shall comply with permit conditions as RD06- = 3/4` ROD CA03- = 3/8` CABLE noted on the permit. RD07- = 7/8" ROD CA04- = 1/2" CABLE y��OC fGe. 1 RDO8- = 1` ROD Lei The plans shall be on site at the time of the R009- = 1 1/8` ROD u y CD inspection. Failure to have permit and plans on RD10— = 1 1/4` ROD O 52021 ENDWALL SHEETING & TRIM: FRAME LINE 9 site may require re-inspection. �Is�g9 O z INROD/CABLE BRACING THAT OCCURS IN FLUSH ORSET GIRT CONDITIONS WILL REQUIRE FIELD SLOTTING �ssIQWL r PANELS: 28 Ga. CW - Charcoal PVDF Any plan revisions shall be submitted and OF GIRT WEBS TO ALLOW FOR BRACING. 07/27 2020 �N approved PRIOR to installation or field changes. (v Changes in Engineering Documents or Details 3. FRAMED OPENINGS WHICH ARE FIELD LOCATED WILL Ord av u REQUIRE FIELD OF G CUTTING IRTS AND SHEETING. = O require a letter and stamped detail unless E`sogoe re<H otherwise approved. 4. Qx o s Co THIS DRAWING IS NOT TO SCALE. %'ss`a Dove g U Mason County PermittingE, osa$= ° ANoq��3 �v Co - me��udag'eE5 �mri'ANemAem (4) 1/2"0 X 2" BOLTS q_COLUMN o 0 RAKE ANGLE (L.L.V.) 1 4• ENOWALL 6 BOLTS 0 SINGLE CEE RAFTER) COLUMN N MK. MAR01 RAFTER A325 BOLTS H0603 4' z' o 8'/tz GIRTL/ h o FASTENER MK. H1020 NUTS H0300 4" 3' 0 10"GIRT AT EACH SUPPORT PURLIN cCIP 1 1 2" CUP ,~. •. 1 1 2 r� OF 4" — RAFTE g N CLIP � SHOP WELDED � g CLIP REQ'D a O O O O o TO JAMB MK. EWA01 o o A AT SINGLE 1 1/2" m w N CEE RAFTER 3 3 3 N CLEAR OPENING 2 \ \\ Y ERECTOR NOTE: CLIP IS SHOP WELDED ENDWALL COLUMN-- i I I STEEL LINE o c IN PLACE. a RAFTER + t/z DOOR JAMB m E/W GIRT SHOP W�-Om 2 J 4' or CHANNEL `o ._ o GIRT ANGLE MK. MNG01 GIRT CLIP 3 5 8 RANGE o WITH (2) H1020 (FIELD SECTION A 6 CUT TO LENGTH) L WELDED CLIP ® ENDWALL RAFTER EW COLUMN TO RAFTER CONNECTION BYPASS ENDWALL GIRT AT CORNER JAMB TO FINISHED FLOOR a) s o USE 4 1/2' x 1 1 4' A307 (CONTINUOUS RAFTER) p USE(8) 1/2'x t 1/4'A307 AN � ( � / / A7 B3 BOLTS H0500/ NUTS H0400 D 12 «ATTAG7IMEHT ro SLAB OTHERS— E('11 z G $ u BOLTS H0500 NUTS H0400 o REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS g REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS ��77 :d m REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS a n s PART MTRL SIZE MTRL THICK. $ m ERECTOR NOTE: MM AT EACH LAPPED GIRT CONNECTION, (1) 1/2" X 1 1/4" THIN HEAD BOLT H0515/NUT H0400 MUST BE USED TO ATTACH THE s4s PURLIN LAP PURLIN LAP a $ O FIRST GIRT TO THE GIRT CLIP. THE BOLT/NUT ASSEMBLY MUST ; Tw7 SEE PLAN SEE PLAN BE WRENCH TIGHT PRIOR TO THE LAPPED GIRT BEING INSTALLED. COLUMN !a�� � U REFERENCE THE STANDARD "LAPPED GIRT DETAIL" FOR MORE ® ® ® ® INFORMATION. $ �fi x COLUMN CLIP VARIES ] r u V W g SHOP L E - O O O O O WELDED CLIP GIRT N SHOP PURLIN SHOP WELDED WELDED CLIP GIRT O O • CLIP • O OLo O 0 0 O O O s__84 clRr cnP� z RAFTER E 3 4" TO (� OF FIRST SET OF HOLES 3 4" 0 GIRT LAP GIRT LAP LENGTH OF FIELD CUT GIRT J W SEE ELEVATION SEE ELEVATION U) U Z PURLIN TO INTERIOR FRAME RAFTER GIRT TO COLUMN SIMPLE SPAN GIRT TO COLUMN UNPUNCHED SHORT GIRT DETAIL z o USE(8) 1/2' x 1 1/4"A307 o USE(7) 1/2" x 1 1/4'A307 USE(4) 1/2' x 1 1/4"A307 J m o BOLTS H0500 /NUTS H04O0 w BOLTS H0500 / NUTS H0400 BOLTS H0500/ NUTS H04GO FIELD CUT TO LENGTH AND FASTEN m REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS G2 o tz REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS H2 REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS H4 WITH (3) H1020 AT EACH END K2 N = _� w JAMB JAMB HOLDBACKNOTE J DEPTH SHAPE DIMENSION 8" C 3" PRE—DRILL HOLES ® NESTED ZEE GIRTS PRE—DRILL HOLES 0 NESTED ZEE GIRTS F- W Z Q 8' S 4 4 & DOUBLE CEE GIRTS IF REQUIRED. & DOUBLE CEE GIRTS IF REQUIRED. CLIP SHOP WELDED W j�: s972 Z S 4 CLIP GIRT (6) TEK 3 TO HEADER/SILL = F- 12 5 4e SHOP WELDED (6) TEK 3 SCREWS H1020 ` � W w 0 J N HOLDBACK TO JAMB SCREWS H1020 Z W = w o DIMEN510N JAMB Lu w (Do o CUP CEE GIRT a Q' 06 U o SHOP WELDED CLEAR OPENING 1�� 0ll E�j cHk7sr oe �9 DOOR JAMB 0 u �' O O 52021O SHOP ,o�'�F O, DOOR JAMB WELDEDCLIP sSI CV CD GIRT FRAMED HEADER/SILL 07/27 2020 w OPENING =off mogro3$ 0 0 S.ogao„d DOOR JAMB TO GIRT HEADER/SILL TO JAMB r�e3ts�-E`a� GIRT TO JAMB DOOR JAMB TO GIRT �'dt3a �-s5� USE(2) 1/2' x 1 1/4"AS07 L8 o d vN�_a"� BOLTS H05GO / NUTS H0400 �� L9 USE(2) 1/2•x 1 1/4•A307 BOLTS HOSQO/NUTS H0400 "5 REFERENCE ERECTOR NOTE FOR TYPICAL WISHER REQUIREMENTS 9 REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS M3 �mg'�`a�a j ROD MARK HILLSIDE FLAT /307/A325 OUPLING N N S DIAMETER NUMBER WASHERS WASHERS NUTS NUTS N N Sfc 5/8" 0 R005 — (2) H0930 (2) H0210 (2) H0310 H0810 ^o n0N 3/4" 0 RD06 _ (2) H0930 (2) H0220 (2) H0320 H0820 7/8" 0 RD07 _ (2) H0930 (2) H0230 (2) H0325 H0830 JAMB GIRT 1" 0 RD08 _ (2) H0960 (2) H0240 (2) H0330 H0840 H1020 FASTENER 1 1/8" 0 RD09 _ (2) H0960 (2) H0250 (2) H0450 H0850 (12" O.C.) 1 1/4" 01 RD10 _ (2) H0960 (2) H0260 (2) H0340 H0860 PURUN GIRT SEE PLANS AND ELEVATIONS FOR BRACING MARK NUMBERS LINEE MKK. WRAP . HW ROD ASSEMBLY MK. RD_ WEB OF 3 _4"'6" COLUMN OR HILLSIDE WASHER, FRAME JAMB RAFTER ANDT NUT HER, COUPLING NUT SHOP WELDED CUP 'Elk H1020 FASTENER (QUANTITY VARIES) 3 t _ (12" O.C.) SECTION 3 FAE STRUT � A7 N HEADER WRAP DETAIL ROD BRACE DETAIL n� B'°G� �� ^jiv 16 s (WEB TO WEB) �( M g l 7 O������� 1 1/4' 1 1/4- Y- S 8 6' 6' R U R EXTENSION BEAM 35 ; � $ L . g MAR01 1/4' 3/4• PURUN a CUP EAVE EXTENSION rL MK.EECO1 3/4 3/4' 4 1/4' 3/ 3/4• CEE CHANNEL 3/4' BLDG. L DWALL RAFTER �FRAME EXTENSION E CAW Z SEE PLAN FOR MK/ SHOP WELDED P CEE CHANNEL Y33 S I D EWALL w Y38 SAVE STRUT U) Z Bux. EAVE EXTENSION DETAIL Y2 � CO NOTE USE 1/2-X 2'A325 BOLTS H0603/NUB H0300 (U.N.O. ) -1 LV _j O F ENDWALL Y35 1 1/4' Q m 0w � � MKPEEC01 6' 6' APPROVED AS NOTED Mason County Permitting W Wo Q 2.0 Reviewed for Code Compliance for those items w o w U w m listed on the application for permit. Wes/ o o� _ . o 3/4 Project shall comply with permit conditions as a E2 U noted on the permit.4' �E�t CH.'_ 2 J/ 1 1/4' EAVE EXTENSION 4' The plans shall be on site at the time of the inspection.Failure to have permit and plans on U y = ~O 1/4• L4 3/4' 1 1/2' 1 1/2' CEE CHANNEL site may require re-inspection. CD 52021 CD Any plan revisions shall be submitted and 8 tsT4� Q RAKE EXTENSION t SEE PLAN SEE PLAN Et.FRAME approved PRIOR to installation or field changes. sSICNAL r Changes in Engineering Documents or Details Bloc require a letter and stamped detail unless 07/27 2020 O S I D EWALL otherwise approved. Epi_ 1 �2 i � EAVE & RAKE EXTENSION DETAIL t gB AS 0 Ov �/ �'�';a��A' sg O NOTE: USE 1/2-X 2•A325 BOLTS H0603/NUB H03M (U.N.O.) I gg �s N ** EXTEND MAR01 TO EXT. STEEL LINES HIM EtmHIM � N � N EAVE STRUT SAVE STRUT '-10. n O SHOP WELDED HOT ROLLED HIGH SAVE STRUT SHOP WELDED CUP BUILT UP OR CUP EXTENSION SEMI EXTENSION BEAM DOUBLE MEE m HOT ROLLED HOT ROLLED EXTENSION BEAM SEE PLAN FOR MK/ SEE PLAN FOR MK/ �' BEAM 4 SEE PLAN FOR MK/ AR♦.--M W/(2) MAR— W/ (2) H1020 S HI020 WELDED CUP O OIca �n 2 CEE O O O O c 20 1 4' 1 1/2_0 /2_' 1 REF BOLT SCHEDULE ON c CEE CEE ROOF FRAMING PLAN cg REF BOLT SCHEDULE ON FOR BOLT k NUT MK/ IL .STRUT SHOP S EAVE STRUT ROOF FRAMING PLAN AND QUANTITY OF REQ'D) AT2s BOLTS HOB10 AWN FRAME COLUMN µ BOLT YNUT MK/ P8B RAFTER 1 1/4. CUP CUP 1 1/4' A325 NUTS H0310 8 VARIES 12' o VARIES I 1'-V 6- 6. ' b S PLANSEE LAN � a O EAVE EM. O BLDG. O EAVE EXr. SINGLE OR DOUBLE FRAME OR ENDWALL RAFTER O EAVE IXT. O BLDG. CEE ENDWALL COLUMN MAIN FRAME COW I O BLOC. p LOW EAVE EXTENSION DETAIL Y32 LOW EAVE EXTENSION DETAIL Y33 EAVE STRUT AT EAVE EXTENSION DETAIL Z HIGH EAVE EXTENSION DETAIL BYPASS GIRLS AT INTERMEDIATE FRAMES POST ARO BEAM ENOWALL Y3 5 Q GIRT AT INTERMEDIATE FRAMES W/GUSSET(BYPASS CONDITION) Y3 A n S FOR HAUNCH DEPTHS> 1'-3* NOTE USE(4) 1/2-X 2-A325 BOLTS H0603/NUTS H0300 NOTE: USE 1/2 X 2'A325 BOLTS H0603/NUTS H0300 U.N.O. M $ o NOTE USE 1/2-X 2-A325 BOLTS HO803/NUTS H0300 U.N.O. REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS NOTE USE 1/2-X 2'A325 BOLTS H0603/NUTS H03GO U.N.O. SEE GIRT DETAIL FOR BOLT REQUIREMENT O GIRT 5'o TYPICAL FLANGE BRACE MARK NUMBERS ERECTOR NOTE: UNLESS SPECIFICALLY NOTED OTHERWISE, STD 1/2" A307 BOLTS STANDARD ZEE GIRT ORIENTATION IS TO HAVE THE GIRT TOED r MK. HO500 I —�,L— ACTUAL FLANGE BRACES DO NOT HAVE MARK NUMBERS ON THEM DOWN AT THE STEEL LINE AS SHOWN IN THE DETAIL BELOW. (NO WASHERS REQUIRED)- S $ HIGH SAVE STRUT FBC__ .65 � 3 UNLESS SPECIFICALLY NOTED OTHERWISE, STANDARD CEE GIRT OUTSIDE FLANGE EXTENSION BEAM -I INDICATES LENGTH OF RANGE BRACE IN INCHES ORIENTATION IS TO HAVE THE GIRT TOED UP AS SHOWN IN THE V SEE PLAN FOR MK/ LENGTH DETAIL BELOW. STANDARD CLIP ATTACHMENT IS BELOW THE 3 - -• $,;,' GIRT, HOWEVER SOME DETAILS REQUIRE THAT THE CLIP BE GIRT LAP BOLTS NOT . 9 GWEELDED SHOWN FOR CLARITY. a �I 1' s 5 B"r X 2 1 4" ABOVE THE GIRT. REFER TO THE GIRT DETAILS ON THE /� • 8 -CF ( REFERENCE THE STD. SECOND LAPPED t BOLTS H0610 ERECTION DRAWINGS FOR REQUIREMENTS) BOTH CLIP LAPPED GIRT DETAIL GIRT NUTS H0310 ATTACHMENTS ARE SHOWN IN THE DETAIL BELOW. FOR THOSE REQUIREMENTS. FB D__ ►1 BOLTED OR )CEE �-INDICATES LENGTH OF FLANGE BRACE IN INCHES COLUMN i OPTIONAL CLIP THIN HEAD 1/2" BOLT WELDED GIRT I LENGTH ZEE CONNECTION MK. H0515•• CUP GIRT COLUMN (NO WASHER REQUIRED) RATER CEE I II FIRST LAPPED GIRT Q w GIRT LLI STANDARD CUP 1 4• GIRT CONNECTION STD• 1/2" A307 Z r7colSEEMN TY FBE__ COUNTER LENGTH CLIP NUTS MK. H0400 -I JL�, , , GIRT 'I LU VARIES noN,A 01 35 7 8" w w ORIENTATION COUNTER - SEE CHART 02 37 1 8" W CLIP FL o EAvE EXr. §-o BLDG. ( 03 49 1 2" vT W a 04 50 1 4" ZEE GIRT ORIENTATION CEE GIRT ORIENTATION �' LAPPED GIRT DETAIL `o z N HIGH EAVE EXTENSION DETAIL LENGTH O LAPPED GIRLS O INTERIOR BAY COLUMNS o - �, STANDARD GIRT ORIENTATION DETAIL U .. THE THIN HEAD 1/2" A307 BOLT MUST BE INSTALLED INTO THE LY U) < POST AND BEAM ENDWALL Y3 8 0 41} V FIRST GIRT AND CUP OF A LAPPED CONDITION. THE BOLT/NETT J Z w NOTE USE 1/2-X 2"A325 BOLTS H0503/NUrS H0300 U.N.O. 0 �">✓ NOTE: BYPASS GIRT CONDITION IS SHOWN FOR REFERENCE SEE GIRT DETAIL FOR BOLT REQUIREMENT O GIRT < ONLY. YOUR PROJECT MAY HAVE FLUSH OR INSET GIRTS. ASSEMBLY MUST BE WRENCH TIGHT PRIOR TO THE SECOND LAPPED N — 0 - GIRT EING 2 co Q = 2'-4 1 2" OR 3'-6" PURLIN FLANGE BRACE OPPOSITE SIDE J U N REQUIRED WHERE INDICATED W Z Q N ERECTION DWGS. AS NS & FS" 0 W i�: NOTE: Mason County Permitting APPROVED AS NOTED w2 � O Q 1 2 X 2" A325 BOLTS a W Z U t w o ARE REQ'D FOR BOLTING Reviewed for Code Compliance for those items (D CD W _ FLANGE BRACES. listed on the application for permit. W p o oEr---= _ o H0603 BOLT 'o — y .6 U fV H0300 NUT a R U o � H0200 WASHERS FLANGE BRACE Project shall comply with permit conditions as �NGE FBRACE HO 00 NUT MARK FB noted on the permit. ; AS RAFTER WASHERS The plans shall be on site at the time of the NOTE: inspection.Failure to have permit and plans on qO1/2 X 2" A325 COLUMN H0603 BOLT site may require re inspection. oBOLTS ARE REQ'D H0300 NUT C FOR BOLTING WASHERS Any plan revisions shall be submitted and °sssr , O H030H0603 BOLT NUT FLANGE BRACES. approved PRIOR to installation or field changes. aNAt j• H0200 WASHERS �- Changes in Engineering Documents or Details 07/27 2020 IC) I �*- require a letter and stamped detail unless -2 s M C\I FLANGE BRACE OPPOSITE SIDE 2'-4 1 2" WALL GIRT otherwise approved._ _ W REQUIRED WHERE INDICATED cIl ON ERECTION DWGS. AS "NS & FS" fr gga � rJ TYP FLANGE BRACE ® PURLIN & RAFTER TYP FLANGE BRACE 0 BU COL & GIRT €-" � 01 � NOTE: NOTE: H PLANS SEE PLANS AND ELEVATIONS FOR S asp€FLA D ELEVATIONS FOR FLANGE BRACEPARTMARKS FLANGE BRACE PART MARKS €S..ame COLLATERAL DEAD LOADS, UNLESS OTHERWISE NOTED, ARE ASSUMED TO BE TYPICAL FIELD WELD N UNIFORMLY DISTRIBUTED. WHEN SUSPENDED SPRINKLER SYSTEMS, LIGHTING, o HVAC EQUIPMENT, CEILINGS, ETC. ARE SUSPENDED FROM ROOF MEMBERS, REQUIREMENTS ERECTOR NOTE: CONSULT ENGINEER OF RECORD IF THESE CONCENTRATED LOADS EXCEED 500 PURLIN _ POUNDS (USING THE WEB MOUNT DETAIL) OR 200 POUNDS (USING THE FLANGE UNLESS NOTED OTHERWISE ON DRAWINGS) BRACE '%" NOTE: THE PURUN MOUNT DETAIL), OR IF INDIVIDUAL MEMBERS ARE LOADED SIGNIFICANTLY MORE BRACING ATTACHMENT THAN OTHERS. ALL FIELD WELDING MUST BE PERFORMED BY AWS/CWB CERTIFIED WELDERS PURUN METHOD IS THE SAME REGARDLESS OF THE WHO ARE QUAURED FOR THE WELDING PROCESSES AND POSITIONS INDICATED. SECONDARY MEMBER _ TYPE (ZEE, CEE, EAVE PURUN FLANGE ALL WORK MUST BE COMPLETED AND INSPECTED IN ACCORDANCE WITH THE STRUT, BEAM, ETC.) m� PURLIN STIFFENING UP APPLICABLE AWS/CWB SPECIFICATIONS. P PURLIN WEB WELD ELECTRODES USED FOR THE SMAW (OR STICK) WELD PROCESS MUST BE 70 KSI/483 MPa MATERIAL. AND LOW HYDROGEN CONTENT. A INSTALLATION INSTRUCTIONS GENERAL RESTRICTION: INTO THHEE FACTORYT`HEGPPUNCHEEDKSLOTS, BEND UNDER NO CIRCUMSTANCES CAN THE PURUN STIFFENING UP THE TABS AS SHOWN AND ATTACH WnH BE FIELD MODIFIED FROM THE FACTORY SUPPLIED CONDITION. (1) H1O20 FASTENER PER END, ALSO DO NOT HANG ANYTHING FROM PURUN STIFFENING LIP. GALVANIZED STEEL FIELD WELDING 2) CONNECT THE PURUN BRACES AT THE INTERSECTION WITH (1) H1020 FASTENER $ RECOMMENDATIONS w � a OPTIONS FOR SUPPORT ATTACHMENTS PREPARATION OF WELD AREA (1) H1020 m FASTENER OPTIONOPTION B AWS D-19.0, WELDING ZINC COATED STEEL, CALLS FOR WELDS TO BE (TYPICAL) ROOF STEEL LI NE r �200 LBS MAX) �500 LBS MAX) MADE ON STEEL THAT IS FREE OF ZINC IN THE AREA TO BE WELDED. FOR GALVANIZED STRUCTURAL COMPONENTS, THE ZINC COATING SHOULD BE DRILL SUPPORT SUPPORT ANGLE OR SOME REMOVED AT LEAST ONE TO FOUR INCHES (2.5-10 cm) FROM EITHER SIDE THROUGH THE OTHER TYPE OF BOTTOM FLANGE OF BRACKET. (NOT BY NBS) OF THE INTENDED WELD ZONE AND ON BOTH SIDES OF THE WORKPIECE. THE PURUN. SUPPORT THROUGH GRINDING BACK THE ZINC COATING IS THE PREFERRED AND MOST COMMON ACE 'X'PURLIN WEB. } 8 g METHOD; BURNING THE ZINC AWAY OR PUSHING BACK 7HE MOLTEN ZINC AN) 1/2"0 MAXIMUM BOLT PURUN(NOT BY MBS) FROM THE WELD AREA ARE ALSO EFFECTIVE. FAsrENEft - ANGLE SUPPORT TOUCH-UP OF WELD AREA r g (NOT BY MBS) WELDING ON GALVANIZED SURFACES DESTROYS THE ZINC COATING ON 8 AND AROUND THE WELD AREA. RESTORATION OF THE AREA WILL BE 8 i" MAXIMUM FROM 11 1' MAXIMUM FROM ,i '; C�RUN�O R PERFORMED IN ACCORDANCE WITH ASTM A 780, STANDARD PRACTICE FOR PLAN VIEW OF PURLIN BRACING LOCATIONS PER BAY Q \a� 40o WEB TO CENTERUNE OF WEB TO CENTERUNE O F REPAIR OF DAMAGED AND UNCOATED AREAS OF HOT DIP GALVANIZED 1) THERE ARE ALWAYS (2) ROWS OF PURUN BRACING REQUIRED REGARDLESS SUPPORT SUPPORT OF THE BAY LENGTH. $ a COATINGS, WHICH SPECIFIES THE USE OF PAINTS CONTAINING ZINC DUST, \ ;. ZINC-BASED SOLDERS OR SPRAYED ZINC. ALL TOUCHUP AND REPAIR _ 2) THE PURUN BRACING IS ALWAYS SPACED AS SHOWN IN THE DETAIL BELOW. METHODS ARE CAPABLE OF BUILDING A PROTECTIVE LAYER TO THE L \ 8 OPTION C: •X• THICKNESS REQUIRED BY ASTM A 780. RAFTER 200 LBS MAX SAFETY & HEALTH IF PURUN FLANGE ±1" WHEN WELDING DIRECTLY ON GALVANIZED STEEL IS UNAVOIDABLE, OSHA SUPPORT CLAMPS 'X' = TOTAL PROJECTED PERMISSIBLE EXPOSURE LIMITS (PELS) MAY BE EXCEEDED AND EVERY ARE USED. DISTANCE FROM THE CENTERLINE OF THE PRECAUTION, INCLUDING HIGH-VELOCITY CIRCULATING FANS WITH FILTERS, PURUN WEB TO THE END AIR RESPIRATORS AND FUME-EXTRACTION SYSTEMS SUGGESTED BY AWS, PURUN OF THE END OF STIFFENER SHOULD BE EMPLOYED. FUMES FROM WELDING GALVANIZED STEEL CAN PURUN UP. (= 3 5/8" +/- 1/16") BRACE 'X' PURUN LAP Q CONTAIN ZINC, IRON, AND LEAD. FUME COMPOSITION TYPICALLY DEPENDS CLAMP 1" MAXIMUM NOTE: ON THE COMPOSITION OF THE MATERIALS USED, AS WELL AS THE HEAT Z (NOT BY NBS) THE CENTERUNE OF THE SUPPORT APPLIED BY THE PARTICULAR WELDING PROCESS. IN ANY EVENT, GOOD O MUST BE WITHIN 1" FROM 0.38 x LENGTH 0.24 x LENGTH 0.38 x LENGTH CENTERUNE OF THE PURLIN WEB. VENTILATION MINIMIZES THE AMOUNT OF EXPOSURE TO FUMES. LENGTH LU CENTERUNE OF SUPPORT CENTERUNE OF PURUN 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 $ 0 o AREA, vENT1LATION AND FIRE PREVENnoN. PURUN BRACING ATTACHMENT <2:12 SLOPE rr C0 PURLIN SUPPORT METHODS SEE ROOF FRAMING PLAN(S) FOR PURUN BRACING Z J O MARK NUMBERS, QUANTITIES, AND LOCATIONS (V J m INFORMATION COURTESY OF AMERICAN GALVANIZERS ASSOCIATION _ w TYPICAL WASHER E: cf) v REQUIREMENTS ERECTOR NOTE BOLT/NUT ASSEMBLY N LU Z Q (UNLESS NOTED OTHERWISE ON DRAWINGS) REQUIRED AT LAPPED ZEE MEMBERS. (NO am: LU D BOLT HEAD SLOT SLOT TO SLOT CONNECTIONS WASHERS REQUIRED) m Mason County Permitting APPROVED AS NOTED w w � N WASHER WASHERS ARE REQUIRED ON w a O Q co BOTH SIDES OF MATERIAL IF w Reviewed for Code Compliance for those items Z LU o I U = w O WASHER SLOTS ARE USED ON BOTH �' O m ` � _ CD listed on the application for permit. NUT SLOT SIDES (NOTE LAPPED ZEE SECTION "A" o ❑ CD 0 o6 U m N MEMBER EXCEPTION). Project shall comply with permit conditions as a " o BOLT HEAD SLOT SLOT TO HOLE CONNECTIONS noted on the permit. WASHER ONE WASHER REQUIRED ON LAPPED ZEE �00 CHP SLOTTED SIDE ONLY. MEMBERS, The plans shall be on site at the time of the _ 1 NUT HOLE CURRSNS OR inspection. Failure to have permit and plans on y site may require re-inspection. C:)O LAPPED NESTED REGION CD 52021 CD BOLT HEAD HOLE HOLE TO HOLE CONNECTIONS ` Any plan revisions shall be submitted and FSs�rsr4� approved PRIOR to installation or field changes. CNAL T NO WASHERS ARE REQUIRED w CV WHEN SLOTS ARE NOT USED. Changes in Engineering Documents or Details 07/27/2020 O require a letter and stamped detail unless w CV NUT HOLE < otherwise approved. e=e=s= o o` �iE O O U WASHER PART NUMBERS H0200 - 1/2 FLAT WASHER � H0240 - 1" FLAT WASHER NO WASHERS REQUIRED AT BOLTS USED IN o z N H0210 - 5/8" FLAT WASHER H0250 - 1 1/8" FLAT WASHERMEMBERS.] ��^-E o THE LAPPED REGIONS OF ZEE MEMBERS. H0220 - 3/4 FLAT WASHER H0260 - 1 1/4" FLAT WASHER gem< $~;_tiva o H0230 - 7/8" FLAT WASHER sya `""`< SECTION "B" Y �E qPo s C E_ FR HAN ED C ER I NA F:=' I N G I N !E3TER_ U CTI O N ! O N IMPORTANT NOTE: THE INSTRUCTIONS ON MANUAL CRIMPING TOOL OPERATION CFR SEAM TYPES NUCOR ROLL LOCKT" SEAM THE PAGE ONLY ADDRESS THE USE OF THE Operating GENERAL OPERATION Crimped Roof Panel Roof Panel HAND CRIMPING TOOLS. THE INSTRUCTIONS Handle at The NBS CFR roof system has three seam type options. The Manual Panel Clip Open Operating project design and performance requirements govern which seam Seaming 3 FOR MECHANICAL SEAMING, IF REQUIRED, Position a g q P q g Taal Roof Handle type is required. Different seam types may be required on specific 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 f erection drawings set to determine the required seam type and S locations. At Low Eave R"xige, Pond pips,h Ei4ops Between Pond pips MECHANICAL SEAMER KIT. The "Roll Lock" Seam requires the roof panels be crimped with SPFCIAl l7FD SEAMING AND HAND CRIMPING TOOLS The finished seam of the CFR roof ponals requires special seaming the hand crimping tool at the panel clips, the save, a high side of the roof panels, and the end laps. The Motorized tools that aro available only through NBS. "A, "B" Seaming Machine is not required for this seam type. 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 LOCKS SEAM NUCOR VISE LOCK 360a SEAM ; SEAMING TOOL SOURCESTEP S Horizontal STEP 2 Roof Panel Roof Panel Roof Panel Roof Panel ,s Position The seaming tools are provided by NBS in accordance with the terms and conditions of the NBS contract documents. Contact the Panel Clip Panel Clip +. 0 8' m NBS Quality Service Representive to arrange scheduling, delivery and turn of the seaming tools OR to purc ose other roof accessory tools kcrimpers, modularity tools and clamps Operating IMPORTANT: It shall be the erector's responsibility to apply the Nucor Roll LockTN1 Handle FINISHED SEAM THE FULL LENGTH OF THE PANEL RUN (PER DESIGN) FINISHED SEAM THE FULL LENGTH OF THE PANEL RUN (PER DESIGN) hand crimping method in such a way as to ensure that the panels have been Set tool The Vise Lock 360 seam can be achieved by three different methods: flush on to The Vise Lock seam can be achieved by two different methods: 1. Continually hand crimping the seam with the Vise Lock 360 Hand adequately secured until mechanical seaming can occur. /—Of seam p Stationary 1. Continually hand crimping the seam with the Vise Lock Hand Crimper. Seam needs to be hand crimped or seamed into a Vise Handle Crimper. Lock Seam prior to using the Vise Lock 360 crimper. This crimper g 2. Mechanically seaming with a Vise Lock Seaming Machine. is a buy—out tool and is used to hand trim small edge a and 2 0"' CFR CRIMPING/SEAMING Stationary y— P g s4� $ Handle Refer to the CFR SEAMING MANUAL for specific motorized seaming comer zones. ]S REQ UIREMENTS 2. Utilizing a two pass (separate seamers) reamer method. Meaning s� instructions. This manual is included in the Motorized Seamer Kit. $ 5 a THE DESIGN OF THIS STRUCTURE REQUIRES THAT the first pass seamed would is a Vise Lock Seamer and the n second reamer would be a Vise Lock 360 Seamed. M THE FOLLOWING SEAMING METHOD BE UTILIZED: Operating 3. Utilizing a Single directional Vise Lock 360 Seamer. r & � Handle Refer to the CFR SEAMING MANUAL for specific motorized seaming }� 1)N NUCOR ROLL LOCK'srAM (SEE Nail= I AND 2 BELOW) instructions. This manual is included in the Motorized Seamer Kit. 2)0 MODIFIED NUCOR ROLL LOCKTM SEAM (SEE DETAIL ON 8 FOLLOWING SHEET) SECTION A SECTION B 3)0 NUCOR VISE LOCK6 sm (SEE NOTE 1, 2 AND 3 BELOW) '6 W 4)0 NUCOR VISE LOCK 360�EAM (SEE NOTE 2 AND 3 BELOW) NOMENCLATURE $ g m The detail above identifies the operational parts of the Roll w W W NOTE 1: ADDITIONAL SEAMING MAY BE NECESSARY AS SPECIFIED Lock/Vise Lock Crimping Tool. This crimping tool is shown for the OPERATING HANDLE , LL• BY THE BUILDER. manually producing the Roll Lock Seam. (OPEN POSITION) OPERATING HANDLE • 8 (OPEN POSITION) L NOTE 2: MULTIPLE SEAMING TYPES MAY BE REQUIRED. REVIEW THE TOOL ORIENTATION FORMING THE SEAM ROOF SEAMING PLAN CAREFULLY FOR SEAMING REQUIREMENTS. Orient the tool to fit correctly onto the roof panel seam as STATIONARY shown in Sec A above. HANDLE 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 IN NOTE The detail shows a short handled crimping tool, the tool Q ABOUT VISE LOCK 360 SEAMER REQUIREMENTS, you receive may be the stand—up type crimper, with either tool --PUSH ROD OPERATING HANDLE PUSH ROD OPERATING HANDLE C WHEN TO CRIME/SEAM the orientation on the seam is the same. (CLOSED (CLOSED POSITION) Z As work progress's, it shall be the erector's responsibility to apply the Nucor Roll LoclP' MANUAL CRIMPING AT EAVE, ENDLAP, POSITION) O U hand crimping method in such a way as to ensure that the panels have been —PUSH ROD (— adequately secured until mechanical seaming can occur. RIDGE AND AT EACH CUP fE PUSH ROD FRAME J Whenever possible, the installed roof panels should be mechanically seamed ce work FRAW progrees's OR at the completion of each doy's work. If high winds or AT EAVE or AT CUPS aw rain/snow conditions are imminenet, the installed roof panels must be seamed RIDGE END of Crimping U '^ before such conditions occur. ROOF PANEL Tool ",,—Crimping Tool PMOT POIfTT PMOT POINT �, z N Refer to the project erection drawing Roof Seaming Plan and/or Detail pages � to determine what seaming option Is required. The above detail conveys the MINIMUM seaming requirements based upon the design of the project. Additional ICU J z seaming may be necessary a specified by the builder. NOTE: multiple seaming 12" STATIONARY SHOE N =d ~ types may be required an a project, review the Roof Seaming Plan and details STATIONARY SHOE STATIONARY SHOE _ STATIONARY SHOE = w CRIMPING JAW OPEN CLOSED CRIMPING JAW OPEN CLOSED � � Q N carefully. Eave or �" JI�� J (� CHECK PANEL ASSEMBLY EndRid of Panel Clip I— w Z <Roof (Under Roof O W Panel Panels) sT 1 Imti I— AT ENDLAPS Crimping Tool W W _J Q Female Male Li Female Male Li p g Crimping Tool STEP 1 UN—CRIMPED STEP 2 — CRIMPED STEP i ROLL LOCKED/ STEP 2 VISE LOCK 360 CRIMPED W w 0 J N Hook p Hook P w �f4�K—ORIMPED-- a W � � (� _ � �O Z CD w W m =CD CD MANUAL CRIMPING WITH THE MANUAL CRIMPING WITH THE o c� Correct FalseroSeamed) STAND—UP VISE LOCK CRIMPER STAND—UP VISE LOCK 360 CRIMPER SIDE LAP FTT—UP Before seaming and/or crimping, inspect the full length of each o a The Manual Crimping procedure for the stand—up Vise Lock 360 ��rS CHRySl roof panel side lap. Check that the lip at the panel's male The Manual Crimping procedure for this stand—up Vise Lock crimper P p O4 wAsg crimper is the same procedure as the small Vise Lock 360 hand y s edge is enclosed b the hook of the adjacent panel's female RRa f Panel o f Panel is the same procedure as the small Vise Lock hand crimper. This crimper. This crimper is designed to be used in conjunction with 9 Y J P En� Lap RRr, P P 9 J edge, as shown in the detail above. Any conditions where the U SI E Lap crimper could be used in conjunction with the stand—up FT I� Sla e Vise Lock 60 crimper. Continunally crimping with this crimper will the stand—up Vise Lock crimper OR reamer. Continunally crimping r, O male lip is not positioned inside of the female hook must be eRd o?pPanel end p 3 end of with this crimper will result in a Vise Lock 360 Seem. SEEP 1 STEP 22 result in a Vise Lock Seam. ` O corrected before attempting to seam/crimp the roof panels. Panel TOOL OPERATION i SON False seaming may occur where the female lip does 52021 CD"co not hook the roof panel's male edge. False seamed roof panels TOOL OPERATION crea �� rsT� O p g 9 crimping of t OtheAsave EorEN ridge end the root panel, crimp panel toofoormA her VISE LOCK hSEAM,eplace mthe VISE LOCK360 crimper �sst T cannot provide their designed wind toad and weather resistance. �p� V/n the handle k the upward position, place the le over the area with the handle in the upward position. CV CLIP ALIGNMENT a full 12' up from the save and down from the ridge. crimper on P completely p P p panel rib. Make sure the crimper head is tom letel D7/27 2020 O Before seaming and or crimping, check that each roof panel TOOT POSITION AT PANEL CUPS When crimping at a panel clip down on the top of the panel rib before crimping. Improper push the handle down until it stops. Release handle and — " — w N clip is properly seated in the roof side lap assembly. Any location, center the tool over the panel clip and crimp that area, placement of crimper an the panel may result in panel and/or Step 2 p ' dd displaced clips must be corrected before attempting to seam as shown in Detail above. �rr�per damage. move the crimper approximently 4", repeat step1. E`s� e m��� � a2"oo„°e,8«gam O the roof panels. TOOL POSITION AT AN END LAP When crimping at an end la P �' SON Panel clips that are not properly aligned can cause P g p' IMPORTANT: If the 360 tool does not form the VISE LOCK 360 _r. 8 H8 r— U faulty seaming/crimping and objectionable seam appearance. a crimping mus a one In two steps. STEP 2 Push dawn on the handle until it stops. Release and seam correctly, then stop and check the seam to see if you E� =3 �p SEAM DAMAGE STEP 1 Center the end of the crimping tool over the end lap move the crimper approximently 4" and repeat step $1 (as needed). have a good contiuous V SE LOCK SEAM. If not, then L j_6 Ia�E$e and seam that area. re—crimp/seam the area with the proper VISE LOCK tool. tie Ln Before seaming, check that the male and female edges do not STEP 2 Position the end of the crimping tool 3" from the edge _ "�� ❑ have kinks or other distortions. Any such distortions must be of the end lap and seam that area to ensure that the panel corrected before attempting to seam the roof panels. cUp at this location is also crimped. DO NOT USE THE VISE LOCK 360 CRIMPER FOR TEMPORARY CRIMPING �r CFR ROOF SYSTEM ERECTION AND APPLICATION REQUIREMENTS N o ^ N � I. GENERAL' ER.ECMN NOTES !I. p !C,N !wn P FORUAr1C1 cRliEl?�A (C r-#MNU0) CFR PANEL CLIP ATTACHMENT DETAIL �s 1.1 UNLOADING AND STORING. 2.3 PANEL CUP FASTENING REQUIREMENTS. 1.1.1 CHECK THE QUANTITIES AND CONDITION OF CFR BUNDLES AND TRIM CRATES ON ARRIVAL. NOTE 2.3.1 MSS STANDARD CUP FASTENERS ARE DESIGNED TO FASTEN TO A STEEL "CFR' ROOF PANEL ON THE OEI VERY TICKETS PNY SHORTAGES DAMAGE OR DISCREPANCIES MBS BUILDING STRUCTURAL MEMBER OF .060'MINIMUM THICKNESS (16 GA.).A MINIMUM OF TWO SYSTEMS SHALL NOT BE LIABLE FOR DAMAGE OR SHORTAGES WHICH ARE NOT NOTED ON THE FASTENERS ARE REQUIRED TO ENGAGE THE STRUCTURAL MEMBER AT EVERY PANEL CUP LOCATION. DELIVERY TICKETS. IN CERTAIN INSTANCES, THREE FASTENERS MAY BE REQUIRED PER CUP REQUIRED. LOOK ON 1.1.2 EXTREME CARE SHOULD BE EXERCISED WHEN UNLOADING AND HANDLING THE PANEL BUNDLES AND CHART AT RIGHT AND IN THE ERECTION DRAWINGS FOR YOUR SPECIFIC FASTENER REQUIREMENTS. ACCESSORY CRATES TO PREVENT DAMAGE. THE WEIGHT OF THE PANEL BUNDLE IS PRINTED FASTENER PULLOUT VALUES ARE DEPENDENT UPON PROJECT LOCATION, SIZE. BUILDING CODE, I ON THE BUNDLE TAG ON THE END OF EACH BUNDLE. IF THE TAG IS NOT ON THE BUNDLE, AND LOADING. YOU MAY CALCULATE THE WEIGHT OF THE BUNDLE WITH THE FORMULA 1/2' OR 1 1/2" 8 (QTY. OF PANELS X BUNDLE LENGTH X 2.51be PER FOOT) ROOF STEEL 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. FOR FASTENER REQUIREMENTS LENGTH SHALL BE LIFTED WITH A CRANE UTIUZING A SPREADER BAR WITH 4 INCH MINIMUM 2.4.1 THE CFR ROOF SYSTEM IS ELEVATED ABOVE THE TOP OF THE ROOF SECONDARY CFR PANEL CUP SEE FASTENER CHART BELOW WIDTH NYLON STRAPS. STRAPS SHOULD BE 15 TO 20 FEET APART. TO AV01D DAMAGE TO STRUCTURAL MEMBERS.THE ROOF CURB SUB-FRAMING IS LEVEL WITH THE THE PANELS, STEEL CABLES, CHAINS, OR CHOKERS SHALL NOT BE USED. SECONDARY STRUCTURAL MEMBERS. REFER TO THE DETAILS FOR PROPER JAMB 1.1.4 THE CFR PANELS AND ACCESSORIES SHALL BE STORED ON HIGH GROUND, SLOPED TO DRAIN,AND LOCATIONS AND DIMENSIONS. TARPED TO PROTECT FROM MOISTURE FORMATION. THE TARP SHOULD BE OPEN AT EACH END TO ALLOW CONSISTENT AIR FLOW THROUGH THE BUNDLES. THE RECOMMENDED PROCEDURES STANDARD PANEL CLIP ATTACHMENT ARE OUTUNED IN THE CFR ERECTION MANUAL MSS 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 CONTRACRON. ROOF CURBS SHALL NOT 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: _ IN RARE CASES, DUE TO THE BUILDING LAYOUT, IT MAY BE REQUIRED TO START ERECTION 2.5 INSULATION REQUIREMENTS. FROM A SPECIFIC ENO. 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 ? NUCOR CUPS 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. EUMINATE NOISE AND POSSIBLE DAMAGE DUE TO METAL=O-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 UMFED APPLICATIONS (CANOPIES, ETC.) ? FAILURE TO COMPLY WITH YOUR JOBS SPECIFIC FASTENER REQUIREMENTS t � PERFORMANCE OF THE ROOF SYSTEM. PLEASE CHECK THE ROOF SHEETING PLAN AND DETAILS WHEN INCLUDED AS PART OF THE ROOF ORDER. REFER TO THE DETAILS FOR FOAM TAPE MAY CAUSE THE ROOF TO BE REMOVED AND REPLACED. _ FOR DIMENSIONS OF START PANELS PRIOR TO ERECTING THE ROOF. REQUIREMENTS. ? DO NOT gAgnRM1E FASTENERS ON SLIDING CLES. OVER DRIVING CAN 1.2.3 FOR BUILDINGS WITH ROOF TRANSLUCENT PANELS: IN ORDER TO ALIGN THE TRANSLUCENT PANELS 2.6 PAINTED CFR ROOF. ACROSS THE RIDGE, IT IS SUGGESTED TO ERECT THE ROOF PANELS ON BOTH SIDES OF THE STRIP THE THREADS, CAUSE THE CUP NOT TO ENGAGE THE SUPPORT RIDGE FROM THE SAME END OF THE BUILDING - UTIUZING THE SAME WIDTH START PANEL. 2.6.1 PAINTED STANDING SEAM ROOF PANELS ARE OFTEN PROVIDED BY MBS. IN THIS CASE, PANEL RUNS WITH TRANSLUCENT PANELS HAVE BEEN PLACED AS SPECIFIED IN THE ORDER THE CINCH STRAPS, GUTTER BRACKETS, END DAMS, AND OTHER MEMBER PROPERLY AND/OR THE CUP NOT TO SLIDE PROPERLY. USE DOCUMENTS. ACCESSORIES WILL 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 BY MBS. THE COMBINATION OF FASTENER SIZE, HOLE SIZE, AND MATERIAL 1.3 COORDINATION WITH OTHER TRADES. S n 1.3.1 SUPPORTS FOR THE CFR ROOF SYSTEM SHALL BE PROVIDED AND ARE REQUIRED AS SHOWN III. COMPOSITE CFR ROOF SYSTEM THICKNESS. IN THE SECTIONS AND AS NOTED IN THESE SPECIFICATIONS. ALL NECESSARY CLEARANCE 7 SPREAD FASTENERS OUT AS FAR AS POSSIBLE. ByQ1p PLACING FASTENERS DIMENSIONS FOR PROPER ELEVATIONS RELATIVE TO THE ROOF PANELS HAVE BEEN SHOWN. (APPUCABLE FOR COMPOSITE CFR ROOF SYSTEMS) SIDE BY SIDE. THE ERECTOR SHALL BE RESPONSIBLE FOR COORDINATING THESE DIMENSIONAL REQUIREMENTS 3.1 PRODUCT DEFINITION. 44yy WITH OTHER TRADES ASSOCIATED WITH THE BUILDING ROOF SYSTEM. 3.1.1 REFER TO THE SECTIONS AND DETAILS IN THESE DRAWINGS FOR SPECIFIC CLIP FASTENING o M 1.4 ERECTION CARE - REQUIREMENTS, INSULATION THICKNESS REQUIREMENTS AND LINER DECK TYPE. STD. CLIP `I OPe 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 6 NOT A MBS STANDARD PRODUCT STANDARD CFR CLIP FASTENER RESPONSIBLE FOR COMPLYING WITH ALL APPUCABLE LOCAL, FEDERAL, AND STATE CONSTRUCTION APPUCATION. DUE CONSIDERATION MUST BE GIVEN TO THE EFFECTS OF CONDENSATION BY I $ $ L AND SAFETY REGULATIONS INCLUDING OSHA REGULATIONS AS WELL AS ANY APPUCABLE THE ENGINEER OF RECORD OR ARCHITECT WHEN THIS OCCURS. IN ADDITION, GREAT CARE REQUIREMENTS a 9 REQUIREMENTS OF LOCAL, NATIONAL, OR INTERNATIONAL UNION RULES OR PRACTICES. THE MUST BE TAKEN BY THE ERECTOR TO INSURE THAT THE ROOF SYSTEN IS ERECTED IN A 1 ERECTOR REMAINS SOLELY RESPONSIBLE FOR THE SAFETY AND APPROPRIATENESS OF ALL SAFE, QUALITY MANNER. NON-� JOBS n TECHNIQUES AND METHODS UTILIZED BY ITS CREWS IN THE ERECTION OF THE METAL BUILDING STD. 4" CFR CLIP PART NUMBERS s SYSTEM AND/OR THE CFR ROOF SYSTEM. THE ERECTOR IS ALSO RESPONSIBLE FOR SUPPLYING 3.2 VAPOR BARRIER. (2) FASTENERS PER CUP (U.N.O.) MARK #y PART DESCRIPTION H1070 AT JOISTS + 8 3S ANY SAFETY DEVICES SUCH AS SCAFFOLDS, RUNWAYS, NETS, ETC. WHICH MAY BE REQUIRED 3.2.1 VAPOR BARRIER MUST BE USED BETWEEN THE LINER DECKING AND THE INSULATION TO PREVENT A H1020 AT PURUNS 1 TO SAFELY ERECT THE METAL BUILDING SYSTEM ANO/OR CFR ROOF SYSTEM. CONDENSATION. THIS BARRIER IS NOT MY MBS. REFER TO THE ERECTION DRAWING DETAILS. H2500 SHORT FIXED CUP , J W$,v;,J >% 3.3 INSULATION. FAA 1-60 JOBS + 1.42 THE ERECTOR OF THE CFR ROOF SYSTEM SHALL EXERCISE GREAT CARE AND ATTENTION TO THE H2510 TALL FIXED CUP : S �- DETAILS AS SHOWN ON THESE DRAWINGS AND IN THE CFR ERECTION MANUAL TO 3.3.1 RIGID BOARD INSULATION CAN BE USED B CUT TO ALL WITH E COMPOSITE CFR ROOF SYSTEM. (Y) FASTENERS PER CUP INSURE A SECURE AND PROPER FIT OF ALL COMPONENTS. MBS THE RIGID BOARD INSULATION MUST BE CUT TO ALLOW FREE MOVEMENT OF THE BACK-UP H2520 SHORT SLIDING CUP H1020 AT JOISTS SHALL NOT BE RESPONSIBLE FOR SUPERVISING AND/OR COORDINATING THE ERECTION OF PLATE AT PANEL SPLICES, SINGLE SLOPE HIGH EAVES AND RIDGE LOCATIONS. 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 H2530 TALL SLIDING CLIP CFR ROOF SYSTFJA. 2 H10 AT JOISTS FM1-8D THRU FM1-180 JOBS O 1.4.3 DUE CONSIDERATION MUST BE GIVEN EN THE ERECTOR TO THE EFFECTS OF THERMAL EXPANSION AND CONTRACTION WHEN ERECTING A ROOF TIE-IN TO AN EXISTING STRUCTURE TO INSURE IV. CFR ROOF COMPONENTS WITH ENGINEERING 20 I A SAFE, SECURE, WEATHERTIGHT CONDITION. FLASHING FOR TIE-INS TO EXISRNG BUILDINGS (3) H10D AT PURUNS V IS TYPICALLY NOT INCLUDED AS PART OF THE MATERIAL PROVIDED BY MBS BUILDING (APPUCABLE FOR CFR ROOF COMPONENTS WITH ENGINEERING ORDEFS) SYSTEMS. REFER TO THE SECTIONS AND DETAILS FOR SPECIFIC MATERIALS PROVIDED BY 4.1 COMPONENTS WITH ENGINEERING DEFINMON. MBS i. 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. THIS NON-MBS STRUCTURE, MBS REFERS TO THAT AS A'CDMPONENTS 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 OFMIQUANGIES AND O NIBBLERS, OR TIN-SNIPS SHALL BE USED. ABRASIVE CUTTING TOOLS SUCH AS MECHANICAL LENGTHS FOR THE MATERIAL REQUIRED. MBS IS ORFOFMING NO ENGINEERING STUDY OF Q GRINDERS, SAWS, SHEARS, OR SCISSORS CAN DAMAGE THE GALVALUME FINISH AND CREATE THE EXISTING STRUCTURE. THE ENGINEER OF RECORD CN WITH PROJECT SHALL S N EXCESS METAL SHAVINGS THAT CAN CORRODE THE PANELS. THE USE OF NON-APPROVED RESPONSIBLE FOR COORDINATING THE CFR ROOF SYSTEM CKTT THE OTHER TRADES OF THE A� PROJECT TO INSURE A SAFE, QUALITY, AND PROPER APPLICAnoN OF THE RODE SYSTEM. CFR PERIMETER CLIP PART NUMBERS PERIMETER CLIP �V CUTTING DEVICES MAY VOID YOUR FACTORY WARRANTY. Z 4.2 DIAPHRAGM. MARK PART DESCRIPTION FASTENER 0 II. DESIGN AND PERFORMANCE CRITERIA 4.2.1 THE MBS ROOF IS DESIGNED TO ACCOMMODATE THERMAL EXPANSION AND CONTRACT ON AND WILL NOT ACT AS A DIAPHRAGM FOR RESISTING LATERAL LOAD FORCES OR PROVIDING LATERAL H2720 SHORT SLIDING 8" CUP REQUIREMENTS � 2.1 ROOF SYSTEM. STABILITY TO THE ROOF STRUCTURAL MEMBERS. DUE CONSIDERATION FOR THIS MUST BE LU 2.1.1 THE CFR ROOF SYSTEM CONSISTS OF 24 GAGE PANELS WITH A NOMINAL COVERAGE OF ADRESSED BY THE PROJECT ENGINEER OF RECORD. IN ADDITION,THE CFR ROOF, BECAUSE IT H2730 TALL SLIDING 8" CUP PURUNS - (3) H1020 2'-0'AND A PANEL SEAM THAT 15 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 CUP JOISTS - (2) H1070 Ln U 2.2 PANEL CUP SPACING. LATERALLY SUPPORT THE MEMBERS. ENGINEERING AND MATERIAL FOR THESE USES SHALL NOT H2750 TALL SLIDING 12" CLIP 0 Z 2.2.1 THE CFR ROOF SYSTEM USES A CUP TO ATTACH THE PANELS TO THE ROOF SECONDARY BE PROVIDED BY MBS. — MEMBERS. PANEL CUP SPACING REQUIREMENTS ARE AS FOLLOWS: 4.3 CUP FASTENING REQUIREMENTS. H2760 SHORT SLIDING 16' CLIP (/) FOR CFR ROOF ON A MBS BUILDING: CUPS ARE REQUIRED AT EVERY PURLIN AND/OR 4.3.1 REFER TO PART II, 'DESIGN AND PERFORMANCE CRITERIA' FOR CFR ROOF PANEL CUP FASTENING H2770 TALL SLIDING 16' CUP J Z w ROOF JOIST. FOR CFR ROOF ON A NON-MHS BUILDING: MAXIMUM CUP SPACING IS TO BE 5'-0'FOR REQUIREMENTS. -J 0 ~ PURUN ROOFS AND 5'-6' FOR JOIST ROOFS. ROOF SHEETING ERECTOR NOTES STANDARD FASTENER SCHEDULE CFR EAVE PLATE DETAIL co Q w 1.) THE ROOF SHEETING PLAN IS SHOWN WITH THE ROOF PANELS BEING H1000 ;1.I'G' TAPPING scREw SELF-OREw"c SCREW H1070 SDP-DRIWNG SCREW SPECIAL CONDITION AT ACOLD—FORMED BOX BEAM (GOOF SCREW) -104 12-14 z 7/8' 12-24 x 1 1/2'TCP5 0 LLI Lu ERECTED FROM "LEFT-TO-RIGHT". IF THE DESIRE IS TO ERECT THE ROOF -t4 x 1 1/4' TCP3 W/O WASHER W/o WASHER3" IF ThIS PRn1ECT HA A COL FORMED BOX SAS =PANELS FROM 'LEFT-TO-RIGHT", FOLLOW THE ROOF SHEETING PLAN AS WRH WASHER = 5/16' HEAD 1) AT THE IOW A pO NOT ATTACH ROOF CUPS TO THE BOX BEAM. d WSHOWN. IF THE DESIRE IS 70 ERECT THE ROOF PANELS FROM LIFE FASTENER i/z"THK MAX pR 1 1/2" CV 3/8' HEAD 5/16 HEAD DPoWNG CAPACITY 1/2" 2)AT A STR Ir IN (ADJACFM TO A PURUN), DO NOT ATTACH ROOF CUPS TO THE BOX z 0 Q 'RIGHT-TO-LEFT, FOLLOW THE INSTRUCTIONS SHOWN BELOW. CFR ROOF BEAM. (NOTE: THE STRUT LINE COULD BE AT THE RICH EAVE). H1n7n SELF-DRIWNG SCREW SELF-DRIWNG SCREW 1/8'x 3/16' ROOF STEEL LINE EAVE MEMBER VARIES 3)AT THE HIGH EAVE THAT IS TO A PURUN,DQ ATTACH ROOF CUPS TO THE z w O w U w m �"i H1045 Q (NOT SHOWN) (,'J cD /4-14 x 1 1/4'TCP3 12-14 x 2' STAINLESS STEEL BOX BEAM. w (D O = z 2.) START do FINISH PANEL DIMENSIONS SHOWN BELOW ARE FOR EXAMPLE W/o WASHER TCP3 W/O WASHER BOND POP RVTT EAVE PLATE ONLY. ���f 5/16' HEAD (9-O' LONG) H1020 FASTENERS 0 U o 11 3/16'THK MAX AT 6" O.C. _ 3.) WHEN SETTING BUNDLES OF PANELS ON THE ROOF, THE 'MALE RIB' MUST DPoWNG CAPACITY HEAD WALL STEEL LNE ALWAYS BE AWAY FROM THE END OF THE BUILDING WHERE THE SHEETING WILL H1030 SELF-DRIWNG SCREW H1047 SELF-DRIWNG SCREW H1110 3/8.0 STAINLESS 1 CUP CUP Ei1 LHRA BEGIN. 12-14 x 1 1/4' 12-14 x 2' GROMMET FASTENER ' _ TCP2 WITH WASHER TCP3 FLAT TOP EAVE PLATE PART NUMBERS WITH SCULPTURED RAKE TRIM ROOF PLANE LONG LIFE FASTENER "�`" WASH AT SHORT CUPS AT TALL CUPS BOX 1 `w �1 5/16" HEAD /18Y HELD PART # EAVE TRIM DETAIL PART # EAVE TRIM DETAIL BOX BEAM BOX BEAM PURUN BOX BEAM rn -4�, O AT LOW EAVE AT STRUT LINE AT HIGH EAVE H1035 SELF1DRIWNG SCREW H1050 SELF-DRIWNG SCREW H1220 SELF-DRIWNG SCREW O ORIGINAL LAYOUT � d MALE RIB 12-14 x 1 1/2' 1/4-14 x 7/8'TCPI i2-u x 1'TCP3 EPA03 SIMPLE SAVE OR SAVE GUTTER EP003 SIMPLE EAVE OR EAVE GUTTER � ��,p�52U21 �,� O TCP2 WITH WASHER WITH WASHER W/o WASHER s1�bgX�" (LEFT-TO-RIGHT) a Itiarer o EPD01 LOW SAVE EXTENSION EPE01 LOW EAVE EXTENSION SPECIAL CONDITION AT A STRONG—BACK EAVE BEAM ssI "MALE RI85•,,—�- �i LONG LIFE FASTENER LONG LIFE FASTENER If""^'�' PHIWPS HEADL r z 5/16'HEAD 5/16' HEAD EPD_ SCULPTURED SAVE EPE_ SCULPTURED EAVE IF THIS PROJECT HAS AN EAVE BEAM WITH(2) PURUNS,AS SHOWN, DO NOT ATTACH ROOF N C' LOW EAVE CUPS TO THE 'SECOND' PURUN. 0712712020 CD FULL WDTH PANfIS H1040 SELF-DRILLING SCREW SELF-DRIWNG SCREW PRE-DRILL DIAMETERS m 12-14 x 1 1/4' 1/4-14 x 7/8'TCPI EAVE PUTS PART NUMBERS WITH SIMPLE EAVE dt SIMPLE RAKE TCP2 W/O WASHER W/o WASHER (`E71111ri11t1",_' -_�•q / / 3 16Y FOR: H1020,H1070 E$a�ee""8�F2 ROTATE / AT SHORT CUPS AT TALL CLIPS PANELS 180' 5/16.0 HEAD 5/16' HEIR 5/32'Y FOR: H1030, H1035, PART # R)OF SLOPE PART # ROOF SLOPE "��em��R. o a'. S o U H7040, H1041, CLIP ogAe�2F "ems '�' (RIGHT-TO-LEFT) a H1041 SELF-DRIWNG SCREWY SELF-DRIWNG SCREW H1042, H1045, EPA03 <OR = 4:12 EPB03 < OR = 4:12 s�BEj` O _ 12-14 x 1 1/4' 1/4-14 x 7/8' H1047, H1220 Ce N Ire`5 a �� CC) f- 'MALE RIBS' i TCP2 FLAT TOP TCPI FLAT TOP — EPDOI >4;12, < OR = 11:12 EPEOI > 4:12, < OR = 11:12 SECOND PURUN SECOND PURUN oa,n.�a�,-3�„0� 0 N G LOW LAyEWITH WASHER WITH WASHER 1/8'0 FOR: H1050, H1060, �im a Vd eE5 o FULL YfDTH PANELS H7061 EPD02 1::12 EPE02 lzaz EAVE BEAM AT LOW EAVE EAVE BEAM AT HIGH EAVE s• Pmm=!, U 5/16"HEAD 5/16'0 HEAD �vi°�E""`m"`� STANDARD FASTENER SCHEDULE COVER TRIM MURK OUTLET LOCATION USE (4 POP RIVETS NOTE 1 CCA— USE AT 8 USING A DS TO SIZE OVAL WK. HIT IOU AT ALL o H1000 SELF-TAPPING SCREW O SELF-DRIWNG SCREW SELF-DRIWNG SCREW FILLER TRIM MK. MFI301 (SHOWN) IS CCB— AE AT 10' AREA. NEXT CUT ALONG ELBOW, S'•M° H1070 THE DASHm LNES.BEND DOWNSPOUT o (GOOF SCREW) -� 12-14 x 7/8' 12-24 x 1 1/2'TCP5 NCT REQUIRED WHERE SGRr/FINISH CCC— USE AT 12' 17-14 x 1 1/4' TCP3 W/O WASHER W/0 WASHER DIMENSION IS LESS THAN OR CCD— 175E AT D 1/2'CFI 4" SOLD UNES.A— WASHER CONNECr10N5 U.N.O. 1)LONG WITH WASHER 5/16' HEM 'CLASSIC WALL' EQUAI.TO 3 1/2 SEE ELEVATIONS CS��USE AT 8 SIRIH:NRAL TO LONG LIFE FASTENER 1/2'THK MAX C� CCD_USE AT 821 STRUCTUiAI. WWITHH((4) H1060GLITTER TABS m� 3/8' HEM 5/16' HEAD DRILLING CAPACITY H1060 12"O.C. z CCE— USE AT 8"HEADER WMP) ELBOW FASTENERS. 3 H1020 SELF-DRILLING SCREW H1045 SELF-DRILLING SCREW H1100 1/8'x 3/16' W CCF USE AT 10'HEADER 1Vf M)) MK. H2330 _ 1/4-14 x 1 1/4'TCP3 12-14 x 2' STAINLESS STEEL m a. CCG___ USE AT 12'HEADER IYRAP FULL OR PARTIAL W/O WASHER TCP3 W/O WASHER 13UND POP RIVET ¢ GIRTS 0 CCFL— USE AT 8 1 2'HEADER WRAC SECTION AS 5/16'HEM FIF..�nnmm.mr� �' REQUIRED 2 m DR3 JNG THK MAXCAPACITY """""""""--JS/16'HEM g NOTE 1 REFER NLINEE HEAD, SILL OR PAN EL, ELBOW MK. H2330 $ H1030 SELF-DRILLING SCREW H1047 SELF-DRIWNG SCREW H1110 3/8'O STNNLE55 �j JAMB DETAILS FOR TYPICAL ERECTOR H��; DOWNSPOUT STRAP K 12-14 x 1 1/4" 12-14 x 2' GROMMET FASTENER � TRIM PARTS AND USE ATTACHMENT 14BRACKET MK. D8A01 FOR TCP2 WITH WASHER MPP33H WASHER \= a d- 1. IF THIS PROJECT FULL SECTION USE WITH 'ACCENr' PANEL LONG UFE FASTENER q CONTRACT SPAT THE ATTACH AT PANEL RIB �- _— in p �n M EFIES RECTOR NOTE: 'S' SHAPES AT THE ONLY. USE (2) H1060 5/i6' HEAD "P s/16'r HEM G� IF LINER PANEL IS NOT BOTTOM OF THE scREws Z L0 N REQUIRED, ATTACH COVER DOWNSPOUT IN LIEU �D H1035 SELF-DRIWNG SCREW H1050 SELF-DRIWNG SCREW SELF-DRIWNG SCREW OF ELBOWS, SEE Fo H1220 I TRIM WITH H1040 12" O.C. DE7AL Fl TALE'END DOWNSPOUT STRAP MK. 12-14 x 1 1/2' 1/4-14 z 7/8'TCP7 12-14 x 1'TCP3 OPMt (SCREW STRAP 1O c4 TCP2 WITH WASHER WITH WASHER W/0 WASHER Cc TRIM 2. FIELD WORK (2) TYPICAL-AT WALL USING (1) H1060 LONG LIFE FASTENER LONG LIFE FASTENER PHIWPS HEM OUTSIDE CORNER CS TRIM ETD NW` � S�IRID ALL SPLICES SCREW). FIELD BEND AND MK. OCA01 AT FULL OR AS THEN FASTEN STRAP TO US 33 5/16' HEAD 5/16'HEM NOTE 1 -CLASSIC WALL' WALL CONDITION. SECTION AS WITH (2) H1060 m a' COLD-FORMED CEE 3. LOCATE US REQUIRED FASTENERS. 0 0 SELF-DRILLING SCREW SELF-DRIWNG SCREW PRE-DRILL DIAMETERS 5-1 T USE CCA_, ccB_, CCC_, OR CCD_ TRIMS t H 1 4 H1040 AT EACH SUPPORT ( ) STRAPS ONE AT 12-14 x 1 1/4' 1/4-14 x 7/8'TCP1 FINIS DIMENSION H1060 12'O.C. EVERY 'S', ELBOW ELBOW IF REQ'D r TCP2 w/o WASHER w/o WASHER (USE CURAL CEE 1�tfTlnmTm�_ 3/i6"/ FOR: H1020, H1070 SEE PLAN BETWEEN SUPPORTS (USE CSA_ CSC_, OR CCD_ TRIMS) AND US SPLICE MK. H2330 d� m A0 CC RIB DOWNSPOUT STRAP (WK. DPAC1) AND STRAP BRACKETS (MK. DB1)ARE ALSO PROVIDED 5/16"0 HEAD 5/16'HEM 5/32*0 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.5. H1060 FASTENERS ARE H1041 SELF-DRILLING SCREW SELF-DRIWNG SCREW H104Z H1045, OUTSIDE CORNER AT "CLASSIC" WALL FRAMED OPENING COVER TRIM PROVIDED FOR COLUMN ATTACHMENT APPLICATIONS, PRE-DRIWNG WILL BE REQUIRED. 12-14 x 1 1/4' 1/4-14 x 7/8" H1047, H1220 S n TCP2 FLAT TOP TGPi FLAT TOP --- �_ GUTTER AND DOWNSPOUT AT OVERHANG { „h�„-�.q }L WA511ER WITH WASHER 1/8'� FOR: H110050, H1060, o 61 TRIM-7 o SILL SHOWN, HEADER AND JAMIBS SIMILAR TRIM_19 r REFERENCE GUTTER AND DOWNSPOUT SCHEDULE FOR x bi I $ ? "U 5/16- HEAD 5/16.0 HEAD c3 DOWNSPOUT MARK NUMBERS yl 5 GIRT ( 7R�6 �} FASTENER KEY END CLOSURE DETAIL OUTSIDE CORNER TRIM INSIDE CORNER TRIM END CLOSURE MK. H4220 WK. H4200 WK. H4210 STITCH FASTENER = H 106_ (PO AR WHfiE).APPLY t s a NBE CAULK(H3152) ALL DOOR WIN OW AROUND AND INSERT INTO a "ACCENT PANEL" STRUCTURAL FASTENER = H104_ QI a OPENING END OF BSCO7 TFIM AT �a WITH COLD—FORM FILED OPENINGS� WALKDOORS,AND STRUCTURAL FASTENER = H1070 EXiSnNG BuIL.DMGLS.ERE $ g � , + �_;J�W;�, WITH HOT—ROLLED_ UNTIL WALOR L pPAANELS ARE INSTALLED, (3) H1040 SCREWS ARE TO � aw, 1141 JAMB TRIM — BE USED FOR TEMPORARY INSTALLATION OF THE BASE TRIM. 2" MK. JTA WALL PANEL INSIDE PANEL CLOSURE STRUCTURAL FASTENER GIRT JAMB BASE TRIM 12. O C MK. H3410 0 "CLASSIC PANEL' MK. BS801 �1/4" LL MK. H3430 0 'ACCENT PANEL" WIDE MAX.0 F GIRT JAMB MK. H3400 0 REV. "CLASSIC PANEL' BASE ANGLE MK. SLIT g DOOR / WINDOW = OPENING MAROZ (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 ILL-J � FASTENERS NOT O STRUCTURAL FASTENER 0 UJ 12" O.C. JAMB JTAIM BY M.B.S.) STRUCTURAL FASTENER JAMB TRIM I- SFALl�t�fT _ PANEL SLIT 12" O.C. MK. JTD m (NOT BY M.B.S.) Cn z STEP 3 NOTE: FIELD TRIM LEG JAMB TRIM BASE TRIM WITH ANGLE AS REQUIRED J STEP 2 O 0� CO o SEE WALL PACE ERECTION NOTES FOR FASTENER LOCATIONS TRI M_301 J _ w ALTERNATE DETAIL 1 m M- 1/6'CAP RECOMMENDED FOR WATER bRNNME N � O NOTE: FIELD CUT PANELS AS REQUIRED S U) Q = SLIT PANEL 2" AND _J U N ALL PANEL Mason County Permitting 0 W SLIDE ONTO HEAD HEAD TRIM TRIM (SEE ABOVE) C!J Q STEP 3 co w _ N ' 0 CIO TRIM OVERHANG 2" EDGE OF APPROVED AS NOTED Z � w z = OPENING w O p o � _ O Reviewed for Code Compliance for those items a C) U o CAULK FROM EDGE OF listed on the application for permit. TRIM TO FIRST MAJOR RIB JAMB TRIM 01 L MK. H3152 Project shall comply with permit Conditions aswAs�sli9 STEP 4 WALL PANEL INSIDE PANEL CLOSURE noted on the permit. MK. H3410 0 'CLASSIC PANEL' Sri MK. H3430 ® 'ACCENT PANEL" The Tans shall be on site at the time of the u m O HEAD TRIM. qMK. HTA_ P O STEP I HEADER MK. H3400 ® REV" CLASSIC PANEL' inspection. Failure to have permit and plans on ,�saoa�� p0 STRUCTURAL FASTENER site may require re inspection. Fs0 JAMB TRIM 12" O.C. ® 'ACCENT" N MK. JT_ 12" O.C. ® 'REV. CLASSIC" Any plan revisions shall be submitted and 07/27/2020 0 STEP 2 6" O.C. m "CLASSIC" approved PRIOR to installation or field changes. add s N� w CV Changes in Engineering Documents or Details E`s��oa. os`=? 2i 4", HEAD TRIM require a letter and stamped detail unless srou od=ens o C) z MK. HTA_ otherwise approved. aoe�B6'-qza U �3 0 DOOR FRAMED OPENING TRIM DETAIL �� HEAD TRIM � davg�sq 40 oa �yo o 3�Nr o .� CD FOR ALL STANDARD WALL PANEL TYPES Q a g =�d.ERG— 0 LEFT HAND SHOWN, RIGHT HAND SIMILAR TRIM 9 U STEPomg E my e GIRT B FASTENER KEY N � STITCH FASTENER = H106_ N 2„ ACCENT PANEL" DOOR OPENING STRUCTURAL FASTENER = H104_ IMPORTANT ERECTOR NOTE: WITH COLD—FORM g STRUCTURAL FASTENER = H1070 SLIWIDE MAX. �� WITH HOT—ROLLED PLEASE REFER TO THE SHEETING ERECTION MANUALS FOR WIDE M B 'M FURTHER ASSEMBLY INSTRUCTIONS $ FLAT OF STRUCTURAL FASTENER GIRT JAMB JAMB TRIM 12' O.C. GIRT JAMB DOOR / WINDOW ONLINE VIDEO AND MANUALS ARE ALSO AVA I LAB L E: 22 "CLASSIC WALL" OPENING C 2 SLIT REVERSE "CLASSIC WALL" PANEL DOOR WINDOW `s 11 " OPENING PRIOR TO STARTING THE SHEETING PLEASE VISIT: 2" STRUCTURAL FASTENER 12' O.C. M BJTAIM https://www.nucorbuildingsystems.com/resources/manuals/ U T STRUCTURAL FASTENER JAMB TRIM 12" O.C. MK. JTD JAMB TRIM STEP 3 WALL PANEL Nam: FIELD TRIM LEG S PANEL SLIT STEP 4 AS REQUIREDp1n NOTE: ASFIELDR CUT PANELS i >ii S 3 HEADER AND SILL SHOWN ALTERNATE DETAIL 1 As REQUIRED INSTALLATION INSTRUCTIONS SEAMING MANUALS �6ngss HEAD TRIM SLIT PANEL 2' AT CFR Standing Seam Installation CFR Standing Seam g q 9 9 HEAD AND SILL TRIM Q 8 3 WALL PANEL AND SLIDE ON (SEE & ABOVE) TRIM OVERHANG „ CFR Installation Videos SR2 Insulated Standing Seam STEP 4 V 2 OPENING Video de Instalacion de cubierta tipo VR16 II Vertical Rib 3 >� v = JAI! 1 MB TRIM 8 Classic Roof Installation INSIDE PANEL CLOSURE WALL PANEL-----., MK. H3410 m "CLASSIC PANEL" MK. H3430 m "ACCENT PANEL' VR16 II Vertical Rib Installation ® MK. H3400 ® REV' CLASSIC PANEL' CAULK FROM EDGE OF HEADER SPECS & OTHER GUIDES TRIM TO FIRST MAJOR RIB STRUCTURAL FASTENER HR3 Insulated Roof Installation MK. H3152 12" O.C. "ACCENT" STEP 5 12" O.C. 'REV. CIASsic' SR2 Insulated Standing Seam Master Spec 13 34 19 s" D.C. 'cLnssic' 9 P HEAD TRIM. MK. HTA_ 3 Z STEP 1 00 MK HTA_ Insulated Wall Sheeting NBS Specification Guide ZZ — Lu a. HEAD TRIM STEP 1 00 Single Curb Installation Preventative Maintenance Manual r=n Z � o — JAMB TRIM INDICATED BY DASHED A Double Curb Installation to JAMB TRIM LINE. THE SILL TRIM EXTENDS 2" D z MK. JT PAST EACH SIDE OF THE OPENING. O STEP 3 THE JAMB TRIM THEN RESTS ON _ w z TAB UP THE SILL TRIM. TAB LEG OF SILL U T b TRIM BEHIND THE JAMB TRIM TO I L J IL o HELP SHED WATER. O LU w � � SILL TRIM MK. STA_ _ Mason County PermittingLu = o SRTCH FASTENERS 12'O.C. 7 a_ W SILL CHANNEL STRUCTURAL FASTENERS APPROVED AS NOTED z LLJ O Lu 12' O.C. 'ACCDrr w O o� _ O WALL PANEL 12' O.C. `REV. CLASSIC' Reviewed for Code Compliance for those items 3 y Q U m N s' D.C. 'CLASSIC" listed on the application for permit. a q Z) 0 Project shall comply with permit conditions as Enj cHR�s WALL PANEL CUT OFF EXTRA 1 noted on the permit. aQ° rr91 TOP VIEW 1 3/8' The plans shall be on site at the time of the O FROG —'� inspection. Failure to have permit and plans on O SILL TRIM MK. STA_ 1 3/8" TAB UP site may require re-inspection. As 1021 pO SEE PREP SKETCH TO Qwt ' THE RIGHT Any plan revisions shall be submitted and 07/27 2020 O STEP 2 approved PRIOR to installation or field changes. CAULK SLIT LINE, MK. H3152 4TOP Changes in Engineering Documents or Details gTsj N FRO FRONT VIEW require a letter and stamped detail unless 5€? � jig o O STEP 5 otherwise approved. ss J 2» I 2» \--SILL CLEAR TRIM 1 €€ � �2E U WINDOW FRAMED OPENING TRIM DETAIL •I OPENING , GO o FOR ALL STD WALL PANEL TYPES. TYPICAL INSTALL TRIM 99 SILL TRIM PREP STEP 2 aA LEFT HAND SHOWN, RIGHT HAND SIMILAR em €5� x s SO UAR SIDE LAP WITH STITCH N RECEIVING MATERIALS&FILING CLAIMS BUILDING&PANEL PREPARATION FASTENERS(SEE WALL o PANEL ERECTION DETAIL STEP 1:PLUMB AND SQUARE FOR MARK NUMBER AND ^ o THIS BUILDING IS DESIGNED,MANUFACTURED,AND DELIVERED IN THE FIRST STEP IN THE SUCCESSFUL INSTALLATION OF WALL H1060 STITCH FASTENER SPACING) ACCORDANCE WITH MOST RECENT ADDITION OF THE M.B.M.A.METAL PANELS IS TO HAVE THE PRIMARY FRAMING PLUMB AND oH1D40 STRUCTURAL.FASTENER 5 SQUARE.FOR BEST RESULTS,IT IS RECOMMENDED THAT PUS-1 NEXT TO S BUILDING SYSTEMS MANUAL. CONSULT THE INFORMATION IN THE"COMMON TRANSIT BE USED WHEN ERECTING THE STRUCTURAL STEEL. MAJ)R RIB IN 3r 1D EAVE FLASH NOT SHOWN FOR INDUSTRY PRACTICES"SECTION. MAKE SURE THAT THE FOUNDATION AND BUILDING FLA-OF PANEL I 11 CLARITY.(SEE ERECTION STRUCTURE IS SQUARE,LEVEL,AND CORRECT TO THE 15 DRAWING LOW EAVE DETAIL FOR rr OUT-TO-OUT STEEL LINE DIMENSIONS. FASTENER REQUIREMENTS AND CHECK SHIPMENT AGAINST DELIVERY TICKETS DURING UNLOADING. SEE FIGURE'A' ��— --EAVE PART NUMBERS) t1E1JBER ei S NOTE ANY DAMAGE OR DISCREPANCIES ON THE DELIVERY TICKETS BEFORE SIGNING AS RECEIVER. FIGURE"A" EAVE STRUT STEP 2:GIRT BLOCKING METAL BUILDING SUPPLIER IS NOT RESPONSIBLE FOR CARRIER DAMAGE OR DISCREPANCIES NOT NOTED ON THE BLOCK GIRTS TO*LEVEL'POSITION BEFORE STARTING THE DELIVERY TICKETS. WALL SHEETING OR INSULATION.CHECK TO BE SURE THAT EAVE MEMBER WALL 4 THE EAVE STRUT AND GIRTS ARE STRAIGHT AND PLUMB.TO PANEL c THE CUSTOMER ASSUMES FULL RESPONSIBILITY FOR THE CONDITION OF THIS MATERIAL AFTER DELIVERY BY THE ALIGN THE GIRTS,CUT TEMPORARY WOOD BLOCKING TO THE FRAME - - PROPER LENGTH AND INSTALL BETWEEN THE LINES OF 9 TRUCKING COMPANY. GIRTS.THIS BLOCKING CAN BE MOVED FROM BAY TO BAY SIDE LAP 4 METAL BUILDING SUPPLIER IS NOT RESPONSIBLE FOR ITEMS ACCEPTED IN QUESTIONABLE CONDITION. WHICH WILL REDUCE THE NUMBER OF PIECES REQUIRED. 1 3 NORMALLY,ONE LINE OF BLOCKING PER BAY WILL BE GIRT UPON ACCEPTANCE OF SHIPMENT(S),THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER STORAGE AND SUFFICIENT BUT WIDER BAYS MAY REQUIRE MORE.IT IS FOUNDATION gRiS rr HANDLING OF MATERIALS AS DESCRIBED IN METAL BUILDING SUPPLIER'S DOCUMENTATION. RECOMMENDED TO BLOCK AT LEAST TWO BAYS AND LEAP 42FROG THE BLOCKING AS A BAY IS SHEETED.BLOCKING BLOCKING(NOT BY METAL BUILDING SUPPLIER IS NOT RESPONSIBLE FOR INJURY,DAMAGE,OR LOSS AS A RESULT OF IMPROPER SHOULD NOT BE REMOVED UNTIL THE FULL BAY HAS BEEN METAL BUILDING 3 m H1060 AT EACH E STORAGE AND/OR HANDLING. SHEETED, SUPPLIER) END AND AT 30' 6 t 'v SEE FIGURE'S' FIGURE"B" O.C.AWX. d3 ALL CLAIMS MUST BE FILED WITH METAL BUILDING SUPPLIER'S QUALITY SERVICES REPRESENTATIVE PRIOR TO BErWEE I 13 ANY FIELD MODIFICATIONS OR PURCHASES THAT MAY RESULT IN ACHARGE TO METAL BUILDING SUPPLIER. SUPPORT$ STEP 3:PRE-DRILL PANEL LAP PRE-DRILLED STACK PANELS WITH ENDS FLUSH ON A LEVEL PLACE ON THE DRILL BIT TOP PANEL BASE -- GROUND IN PILES NOT EXCEEDING 10 PANELS.THEN PLACE TOP LAP SMALL WOODEN BLOCKS UNDER SIDE LAPPING EDGE OF MEMBER 2 "d s g o HANDLING MATERIALS STACK OF PANELS TO HOLD THEM AT CORRECT HEIGHT AND I $ WALL PANELS ARE ROLLED AND BANDED,WITH A COVER PANEL PLACED TOP AND BOTTOM. POSITION WHILE DRILLING FASTENER HOLES.HOLD PANELS TIGHTLY TOGETHER AT EACH END WITH CLAMPING PLIARS. T 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 z$ n s POUNDS. TOP OF HIGH RIB,FASTENERS SHOULD BE LOCATED'ON 12 CENTER'OF HIGH RIB.DRILL HOLES FOR'STITCH'FASTENER WOOD BLOCK CLASSIC GIRT(SPACING m . BUNDLES UP TO 25 FEET CAN BE HANDLED USING A FORKLIFT.FORKS MUST BE SPACEDA MINIMUM OF FIVE FEET (USE#1,-7132--15I64-DRILL-BIT)ON TOP SHEET OF SIDELAP. 3'-0" PANEL COVERAGE FIGURE'E' WALL PANEL ERECTION DETAIL VARIES PER PROJECT) M BE SURE PANELS ARE WELL NESTED BEFORE DRILLING. APART. FIGURE"C" L SEE FIGURE'C' : ry 1 BUNDLES OVER 25 FEET SHOULD BE HANDLED WITH A CRANE USING A SPREADER BAR AND NYLON SLINGS.LIFTING � 1Xh�$3. SHOULD OCCUR AT CENTER OF GRAVITY. FIELD CUTTING PANELS PANEL INSTALLATION&FASTENER SEQUENCE LOCATE SLINGS AT 114 OF THE LENGTH OF THE PANEL FROM EACH END OF THE BUNDLE. WHEN FIELD CUTTING OR MITERING WALL PANELS,NON-ABRASIVE CUTTING TOOLS SUCH AS NIBBLERS OR TINSNIPS STEP 1:INSTALL FIRST PANEL , .i u$W 54t W TRIM CRA7ESIBOXES ARE TORE HANDLED THE SAME AS PANEL BUNDLES. SHALL BE USED.ABRASIVE CUTTING TOOLS SUCH AS MECHANICAL GRINDERS OR POWER SAWS CAN DAMAGE THE INSTALL THE FIRSTWALL PANEL AT THE BUILDING CORNER AND ALIGN THE PANEL RIB WITH THE STEEL LINE AS SHOWN Sy 6 GIRT BLOCKING AS � a r_ MATERIAL FINISH AND CREATE EXCESS METAL SHAVINGS THAT CAN CORRODE THE PANELS.THE USE OF IN THE CORNER DETAILS USING THE STARTIFINISH DIMENSION SHOWN ON THE PLAN.IT IS EXTREMELY IMPORTANT FFT DESCRIBED IN BUILDING t S , NON-APPROVED CUTTING DEVICES MAY VOID THE FACTORY WARRANTY. THAT THE FIRST WALL PANEL IS INSTALLED PLUMB AND SQUARE.USE A LEVEL OR A TRANSIT TO AID IN THIS PROCESS, NGOR 11 AND PANEL PREPARATION CT STEP 2(NOT BY METAL RIGHT WAY ANY METAL SHAVINGS THAT ARE CREATED NEED TO BE CLEANED FROM THE PANEL TO PREVENT SCRATCHING PLACE A 118"SHIM ON THE BASE TRIM UNDER THE PANEL TO HOLD THE PANEL OFF THE BASE TRIM.ENSURE THAT THE BUILDING SUPPLIER) L AND/OR CORROSION.THE MANUFACTURER WILL NOT ACCEPT CLAIMS FOR DAMAGEIDETERIORATION DUE TO USE OF WEIGHT OF THE PANE DOES NOT FORCE BASE TRIM TO EXCESSIVELY BEND DOWN.BASE TRIM SHOULD HAVE A SLIGHT AW► UNAPPROVED TOOLS. SLOPE TO ALLOW WATER TO RUN OUT AND NOT SR ON BASE TRIM. ^ RIG14T WAY SEE FIGURES-TO RIGHT PER PROTECT)ATTACHMENT TIOS LrL WHEN INSTALLING THE PANEL,APPLY PRESSURE EVENLY TO AVOID DISTORTING THE PANEL AND CAUSING OIL FOUNDATION G NOT BY METAL i O FASTENER INSTALLATION CANNING. BUILDING SUPPLIER SEE FIGURE'P-ABOVE i"p O RECOMMENDED TOOL TYPES:SEE ALSO FASTENER SCHEDULE Q C 4 AMP OR HIGHER RATED TOOLS IDO NOT USE IMPACTING TOOLS) RECOMMENDED PANE-FASTENING SEQUENCE IS SHOWN TO THE RIGHT.THIS PATTERN AIDS IN PLUMBING AS WELL AS >> 2000-2500 RPM SCREW GUN WITH TORQUE ADJUSTABLE CLUTCH MAINTAINING PANEL ODVERAGEI MODULARITY.SOME APPLICATIONS MAY REQUIRE MODIFIED SEQUENCE AND WILL BE MANUAL OR ELECTRIC RIVET TOOL BEST DETERMINED IN THE FIELD.DO NOT ATTACH PANEL AT BASE AND TOP AND WORK TOWARD THE MIDDLE OF THE Z O X PANEL THIS CREATES OIL CANNING.MANUFACTURER IS NOT RESPONSIBLE FOR FINAL APPEARANCE OF INSTALLED 0 O x DO NOT USE IMPACTING TOOLS PANEL. WRONG WAY WRONG WAY TO ASSURE PROPER VOLTAGE TO THE TOOL,EXTENSION CORDS SHOULD BE CHECKED FOR PROPER WIRE _L O SOFJCORD LENGTH. STEP 2:INSTALL SUBSEQUENT PANELS W STEEL CHOKERSISLINGS,CABLES OR 16 GAGE WIRE,MAXIMUM CORD LENGTH=100' INSTALL THE SECOND PANEL BY LAYING THE LAP EDGE OVER THE BEARING RIB OF THE FIRST PANEL.SEE BELOW FOR CHAINS SHALL NOT BE USED. 14 GAGE WIRE,MAXIMUM CORD LENGTH-20V PROPER ALIGNMENT AT SIDELAP.CHECK PANEL PLUMBNESS AND FASTEN PANEL IN THE SAME SEQUENCE STARTING CORRECT OVERBENT UNDERBENT � 12 GAGE WIRE,MAXIMUM CORD LENGTH=30Y WITH THE STRUCTURAL FASTENERS ALONG THE LAP TO ENSURE A TIGHT SIDELAP.CONTINUE FOR THE REMAINDER OF SHOWS GAP @ HIGH R18S HOLDS WATER THE WALL,CUTTING PANELS AROUND FRAMED OPENINGS AS REQUIRED.(TRIM SHOULD BE INSTALLED AROUND DRIVING TIPS: OPENINGS PRIOR TO INSTALLING PANEL) NOTE:BASE TRIM PROFILES ARE MANUFACTURED WITH A 5-SLOPE TO PROMOTE WATER SHED.ENSURE Z //IL SET THE NUT DRIVER AS DESCRIBED BELOW PRIOR TO INSTALLING FASTENERS TO PREVENT FASTENER WOBBLE.. SLOPE IS PRESENT TO PREVENT HOLDING WATER.DO NOT ALLOW WEIGHT OF PANEL TO OVERBEND TRIM uL �V STORING MATERIALS RECOMMENDED TIPS: CREATING LARGER GAP AT RIB OF PANEL. CV -J 0 COMPRESS THE INSULATION AT FASTENER LOCATION WITH ONE HAND WHILE DRIVING THE FASTENER WITH THE WALL PANELS CAN BE INSTALLED LEFT TO RIGHT OR RIGHT TO LEFT.IT IS RECOMMENDED TO INSTALL SHEETS PANEL AND TRIM BUNDLESI CRATES SHOULD BE BLOCKED 121NCHES ABOVE GRADE AND ELEVATE ONE END TO FIGURE"D" ALLOW MOISTURE TO DRAIN.IF THE PANELS ARE WET,THE BUNDLES SHOULD BE OPENED AND THEN THE PANELS OTHER.THIS WILL HELP KEEP THE PANEL FLAT AND PREVENT THE FASTENER FROM'WALKING'.DRIVE FASTENERS STARTING OPPOSITE THE PREVAILING VIEW I WIND$O THAT THE SIDELAP SEAM IS AWAY AND LESS NOTICEABLE PERPENDICULAR TO PANEL SURFACE. (n U rn SHOULD BE DRIED AND RE-STACKED TO PREVENT DAMAGE. W EXCESSIVE PRESSURE CAN CAUSE DRILL POINT FAILURE.LET THE FASTENER DO THE WORK PANEL ORIENTATION AND ALIGNMENT BASE TRIM LAP SEALANT H -' LOOSELY COVER WITH WATERPROOF TARP TO ALLOW PROPER AIR CIRCULATION.INSPECT DAILY AND DRY IF O 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 0 LLI 5 ACCESSORIES MUST BE KEPT DRY AND FREE OF CONTAMINATION.STORE INDOORS IF POSSIBLE. SHOULD BE INSTALLED AS SHOWN BELOW TO HELP MAINTAIN PANEL MODULARITY I COVERAGE FOR THE LENGTH OF 1%SEE BASE TRIM DETAIL FOR THE SPECIFIC TRIM FOR YOUR PROJECT. E- C Q THE WALL d � � 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 w W w J N DAYS FROM RECEIPT AT THE JOB SITE.THE FINISH IS ALSO SUBJECT A SEVERE DAMAGE IF MOISTURE,DEBRIS,OR FASTEN THROUGH PANEL AND CLOSURE,INTO BASE TRIM. FASTENING PATTERN WILL VARY PER WALL PANEL TYPE. 0 Q (O PANEL ERECTION REFER TO THE WALL PANEL ERECTION DETAIL FOR MORE FASTENING INFO. LLI U = ffii O DUST IS ALLOWED TO GET BETWEEN THE PANELS;THEREFORE,PANELS MUST BE STORED UNDER COVER WITH ONE �1 0 � W END ELEVATED TO ALLOW FOR DRAINAGE AND PROTECTION AGAINST MOISTURE,DUST,OR DEBRIS UNTIL ERECTED. ABC-LONGSPAN III LAP LEG USE SUPPLIED BASE CORNER PIECES OR FIELD MITRE BASE TRIM AT CORNERS. O o = Z O THE MANUFACTURER WILL NOT ACCEPT CLAIMS FOR NON-PERFORMING PANELS IF NOT PROPERLY STORED AT THE JOBSITE.THE CUSTOMER ASSUMES FULL RESPONSIBILITY FOR THE CONDITION OF THIS MATERIAL AFTER DELIVERY CBC-R-PANEL s- v~i CJ m (V BY THE TRUCKING COMPANY. KBS-KIRBYRIB II INSULATION HINT:AT THE BASE,FOLD THE INSULATION VAPOR BARRIER OVER THE FIBER TO HELP PREVENT WATER c�.T o FROM WICKING. IT IS RECOMMENDED NBS-CLASSIC WALL THAT THE EXPOSED CAS LHR/ STEEL LINE BEARING LEG .�E Sj Walerpmof EDGE OF THE TRIM p4 WASdr l9 Tarp LAPS BE CAULKED IN FIELD NOTCH THE 1.PUT THE TOP OF THE FASTENER INTO THE NUT 2.PLACE THE POINT OF THE FASTENER ONTO ORDER TO HELP DRIVER.NOTE:FOR PAINTED FASTENERS, A HARD SURFACE AND FIRMLY HIT THE TOP OF MAY VARY TUCK PANEL TIGHT TO �CK•ERTICAL m :2THIS CORNER PREVENT RUSTING. LEG OF THE BASE u O TRIM CRATE PLACE A SINGLE OR DOUBLED LAYER OF THE NUT DRIVER 2.3 TIMES. TRIM VATALL LAPS 0 ABC-ARCHITECTURAL V PLASTIC BETWEEN THE FASTENER HEAD AND LAP LEG THE NUT DRIVER. CBC-A-PANEL �D 52U2_1p 0 flA3"c 12'MIN KBS-KIRBYWALL TRIM �sCtA O NBS-ACCENT PANEL BASE TRIM(NO • , STEEL LINE BEARING LEG FASTENERS T' N READ AT LAP) �4a 67/27/2020 � Waterproof PANEL BUNDLES TUBE CAULK d §S„= 0 .to w CCN P G Tar MAY VARY TUCK PANEL TIGHT TO POLYURETHANE (APPLY TO ALL E 8 of ag'.fi $S.p2 N �— TUBE CAULK (4)ADJOINING ems^ S. O NO THIS CORNER o a (TYR) SURFACES) rE:€,n vova2S !, GAP GAP ABC-ARCHITECTURAL III TAP LEG S,$„Lb.S o_,,.,1a�_ v- V —� CBC-REVERSE R-PANEL e V F��g m 8 v 2 o KBS-KIRBYRE/ERSED ROLL WALL SHEETING GENERAL NOTES 3.THE BASE OF THE NUT DRIVER SHOULD NOW 4.BAD SET VS.GOOD SET. NBS-REVERSE CLASSIC WALL E 5 12'MIN BE CONTACTING THE TOP OF THE HEAD OFTHE STEEL LINE BEARING LEG TRIM_698 emAg �d mAp� FASTENER WITH NO GAPS. FRAKETRIMMK. RTA— H1030 FASTENER AT 4'O.C. MK. (SEE NOTE 1) ENO OF 5 1/4' STEF1 LJNE AT STEEL LINE AT EAVE EXTENSION 4' END OF ROOF PANEL) 2 1/4'TAPE MASTIC H1020 FASTENERV. (MK. H3020) BETWEEN —7- P5E)RH PANEL F � N N TPo.'.1_-ND P NIEL -- T•• 'rcf?'ROOFH21 1 1 2'TAPE MASTIC o 3/4"TAPE MASr1C MK. __�. ''CCFRO ROOF AM PANELI / ~ H3000 BETWEEN ROOF 'CPR'ROOF MK. H3001 PANEL AND MAR02 START/FlNISH PANEL 1/2•OR 1 1/2' TOP OF EAVE MK.HIGH EAVE TRIM (7)H1020 FASTENERS RACE ANGLE(LLV.) RAKE ANGLE CLIP 2• -� PER PANEL MK. MARO7 WITH (1) MK. H2O47 (SHORT) TOP OF PANEL PANEL CUP WITH (2) M.2650 PLATE 27"LONG PRECUT 3 H1020 FASTENER AT MK. R2O51 (TALL) x EACH SUPPORT WITH (2) H1020 FASTENERS TOP OF EAYE H1020 FASTENERS TAPE MASRC MK. POP RIVET PER CUP GUTTER AND �_ HIGH EAVE CEE H3650 H104D FASTENERS MK. H1100 PURUN NQ�T SHOWN G� EAVE STRUT SHOWN, 2 I H1040 FASTENER F5 8 AT 12' O.C. AT 12 O.C. FOR CLARITY MEMBER VARIES TOP OF PANEL SAVE STRUT SHOWN, MEMBER (1) H7040 FASTENER AT EACH AT 36' O.C. SUPPORT AND H1060 FASTENERS VARIES (REFERENCE THE RATS RETAINER OUTSIDE PANEL CLOSURE H1060 FASTENERS AT 12" O.C. BETWEEN SUPPORTS I 16 GA ANGLE MAE__— SECONDArtY LOW SAVE MK. RRA01 H34W AT'CLASSIC" PANEL 1 CENT' PANEL SAVE LINE AT Ir_ SiFEL LINE MEMBER OPT1ON DETNL FOR AT E D.C. I AT 12 FASTENER H34H34?0 AT 0 AT•AC'FtE�E CLASSIC• PANEL RARE RETAINER SOFFIT PANEL EAVE EXTENSION AT BUILDING ALTERNATE MEMBERS) AT 12" D.C. TRIM MK. RRAO1 ('CLASSIC-SHOWN) 1) SEE DETAIL AT RIGHT FOR TRIM PART H1040 AT tt"o.a I J HAT TRIM MK. LET_—fir RAKE EJCIENSKNN TRIM _ MK. RET_ JAMB TRIM MK. scr_ NUMBERS AT THE BUILDING STEEL LINE. HTa12 F.C.NETT ERECTOR NOTE• v STEEL LINE AT FACE OF O ACCINT/CLASSIC SOFFIT PANEL OUTSIDE PANE7.CLOSURE AT 12' O.C. EATrACHMENr AND H22(KI •� MK. UTD—O REVERSE CLASSIC 2 SEE THE DETAIL BELOW FOR EAVE soETTr PANET. H7060 FASTENER ASHERS HAVE w RAKE EXTENSION JAMB TRIM ) H3400 A7'CLASSIC' PANEL AT RAKE EXTENSION STEEL LINE (INSTALL PRIOR TO SOFFIT PANEL) H3420 AT"ACCENT'PANEL AT 12'D.C. OR U AT 12" EXTENSION TRIM PART NUMBERS. STEEL LINE AT EAVE EXTENSIONsT S H3410 AT'REVERSE' cAsslc PANEL AT SAVE EXTENSION STEEL LINE AT THE ROOF. m 3) SEE THE DETAIL BELOW RIGHT FOR SOFFIT TRIM Mx. sc_r WALL PANEL 'CFR' ROOF PANEL RAKE ANGLE (LLV.) MK. GUTTER ASSEMBLY PART NUMBERS. I MARDI WITH (1) H1020 SiEE1 LJNE FASTEIJER AT EACH SUPPORT. FIELD COPE AT BUILDING CFR ROOF AS REQUIRED. EAVE EXTENSION WITH SOFFIT PANEL 02 P WITH OUTSIDE PANEL CLOSURE $n (1) H1040 FASTENER AT EACH A� Q��1 Pµ'�' FIELD CUT WALL PANEL AROUND EXTENSION BEAM PURUN TOP OF PAVE a 4 SUPPORT AND H1060 FASTENERS SEE WALL SHEETING ERECTION NOTE FOR FASTENER LOCATIONS TRI M_861 © BUILDING STEEL LINE N s v S 1 PAVE ANGLE ALAL_ n n AT 12'0.C. BETWEEN SUPPORTS H3410 AT'ACCENT" PANEL z HS410 AT'REVERSE -- -_ -- --- __. ._. TOP OF PANEL 5°� CLASSIC' PANEL H1040 FASTENER AT 12' O.C. M $ m SEE THE DETAIL AT RIGHT FOR NOTE: Ci1P TRIM CTA02 RAKE ANGLE MAY OF H2630 PANEL VOID _ i PURUN ERECTED ON TOP OF CLOSURE WITH (1) GUTTER ASSEMBLY PART NUMBERS NOTE PLACE AN B'PRECUT S0�PANEL HIDEO FASTENER AT 36'O.C. `�" PURLIN AS SHOWN H1030 FASTENER AND IF GUTTER IS REQUIRED THE(`(TT-TER g�ryCET PIECE OF TAPE MASTIC SOFFIT PM1E1 ABOVE OR UNDERNEATH B'PRECUT TAPE MK. EI3E40 OUTSIDE PANEL CLOSURE a 3 ('CLASSIC' SHOWN) 15 SHOWN HERE MASTIC (MK. H3640) UNDERC� I THE GUTTER AND PANEL. DIRECTLYPANELl u H1060 FASTENERS AT 7 H1030 IN PANEL AS SHOWN BELON UNDER N BRACKET H1040 FASTENER AT 12' D.C.— H3420 AT'CLASSIC" N a R w JAMB TRIM MK. SCi_ O 111 N O ACC RIM MK.SIC UNDER FASTENERS H3420 AT'ACCENT" PANEL ( FLAT, 3"O.C. ON $ _ MK. JTD_ O REVERSE CLASSIC WA O,C. H3410 AT"REVERSE CLASSIC' WALL PANEL (FIELD µg1C SOFFIT TRIM MK. SCr_ PANEL , 8 p (INSTALL PRIOR TO SOFFIT PANEL) CUT AROUND PURLINS) 'CPR'ROOF 1 1/2"TAPE (4) H1050 FASTENERS 57FA.LINE AT BUILDING WALL PANEL(FIELD CUT 3 STEEL LINE AT BUILDING IN THE FLAT AROUND EXT. BEAMS) g R Ala AT BUILDING STEEL LINE MASTIC MK. H3001 OF EACH PANEL AT BUILDING STEEL LINE L a STEEL UNE AT F NGTE 1 H1020 FASTENER 1/2 TAPE MASTIC _FWT EXTENSION RAKE ANGLE 3/4'TAPE t KEEP FASTENER A MINIMUM OF 2' AT 6'O.C. MK. H3010 BETWEEN n AWAY FROM ANY RAKE CUP. DO MASTIC UK. H3000 GUTTER AND PANEL STEEL LINE AT 4' END (X'ROOF PANEL_ n NOT FASTEN THROUGH RAKE CUP. 'L H2200 INSULATION �� EXTENSION RETNNFR AT 12' O.C. (1) H1050 H1040 AT 12' O.C. EAVE PLATE FASTENER T - 50 1/2'OR 1 1/2' 1 3/4' (2) E ERS � 7 1 2' EAVE MEMBER PER BRACKET FASTENERS PER BEND OF BRACKET 3•I V'�Q OUTSIDE PANEL CLOSURE -ALL H3400 AT*CLASSIC*PANEL BRACKET 1/2"OR 1 1/2• d H1040 AT 3fi'O.C. H3420 AT'ACCENT" PANEL a H3410 AT"REVERSE"CLASSIC PANEL K OF SCULPTURED SAVE GUTTER HANGER GUTTER o TRIM MK.SETOI MK. H2640 z H1060 AT 12 O.C. - 0 SOFFTT PANEL J GUTTER UK.GTA_ 0 - LLI I H1080 AT 12'O.C. _ STEEL LINE A7 VARfES'• tA7� ILINIE_ HAT TPoM MK. LEE_ EAVE EXTENSION AT BUILDING �-6 HI 040 AT 12' O.C. (n (� STANDARD RAKE EXTENSION ROOF EXTENSION AT HIGH EAVE o z D�_ rn �.WALL 5HE�NG�EftIECTION CLOSURETE� OR FASTENER C,n PANEL TRIM_849 © EXTENSION STEEL LINE @ GUTTER (IF REQUIRED) J z SEE ROOF AND WALL ERECTION NOTES FOR FASTENER LOCATIONS TRIM_875 N J _o SEE WALL SHEETING ERECT10N NOTES FOR FASTENER LOCATIONS _ Ln Q w_ OLLJ Z Q = Lu � �;: APPROVED AS NOTED CL. � cn Q w W J Reviewed for Code Compliance for those items W ? Z O = co U 90 listed on the application for permit. o W = Mason County Permitting pp p w o o = z ON Project shall comply with permit conditions as a d ❑ o noted on the permit. �h1 CN,p,S The plans shall be on site at the time of the r�s inspection. Failure to have permit and plans on �e site may require re-inspection. " O O Any plan revisions shall be submitted and 52021 0 r O approved PRIOR to installation or field changes. ssl Changes in Engineering Documents or Details N require a letter and stamped detail unless 07/27 2020 1 O otherwise approved. d eem � ds w s"3�"e,.mfifiBa�" O O �Ea 3PoE�o O v a�lr� R,E, 0 Sgr `� �d _ N5. =��3 e �mea mid«eE5 ❑ I