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STET1 BUITTITG SYSTETIS
Number
Name
Customer
u 1 600805A
Required Manuals
Wall Sheeting
H8300 - Erection lVanual
CFR Roof Sheeting
H8260 - Erection Manual
Drawing lndex
Fuse Architecture+Construction #4A & 4B
Location: City, County, State
Glenwood Springs, Garfield County, CO
Cover Sheet: C1, C2, C3, C4
Anchor Bolt Plan: F1
Anchor Bolt Details: F2
Primary Plans/Sections: P1, P2, P3 P4 P5
P6, P7 P8
Roof Framing Plans;R1 R2
Wall Framing Elevations: W1 , W2, W3, W4, W5
W6 w7
Details: D1, D2, D3,D4. D5
D6 D7
Sheeting Plan:s1, s2, s3 s4 s5
56, 57, S8, 59, 51O, 511
Sheeting Details: SD1, SD2, SD3,SD4
SD6. SD7, SD8
East Bank, LLC
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Notes and Specifications #48 #44
Building Erection Notes
1) The general contractor and/or erector is responsible to safely and prope^rly.' erecf the metal building system ¡n conformahce with these drawings, OSHA
requirements, and eithèr MBMA or CSA 516 standards perta¡n¡ng to proper
erection. This includes, but is not limited to, lhe correct use of temporary guys
and brâcing where needed for squaring, plumb¡ng, and securing the structural
and seconðary framinq. Secondáry wail framing members( girts or bar joists)
are not desigríed to fuñction as a work platform or provide sa[ety tie.off
attachment ln accordance with ÖSHA requirements. Secondary rool tramlng
members (purlins or bar joists) are not designed to prov¡de safety tie off
attachmcnt in accordance with OSHA r6quirements.
more
be used to determine the bolt tightness
unless required otherwise by
(rigid frames and bracing) may be
A325 bolts if:
Primarv and Steel Primer Color
Red
Roof Sheetinq
Type: NS, 24 Gage, Finish: Galvalume
Roof Panel Clip Type: Short Fixed
Thermal Blocks: No EPS Foam Spacers: Yes
Seaming lVethods: Roll Lock, Vise Lock
Roof insulation(NoT BY [/BS). Thìckness: 3.00
Roof Line Trim. Color: Burnished Slate
Gutters. Color: Burnished Slate
Downspouts. Color: Burnished Slate
Wall Sheetinq
Type: Classic Wall, 26 Gage, Finish: Burnished Slate
Wall Corner Trim, Color: Burnished Slate
Waìl Base Trim. Color: Burnished Slate
Wall Framed Openings. Trim Color: Burnished Slate
Wall Framed Openings. Cover Trim Color: TRUE
Waìl insulation(NoT BY MBS). Thickness: 6
Buildinq Ootions
(3)3070 Knock Down Walkdoo(s), Color: BRONZE
Primarv and Secon Steel Primer Co
Red
Roof Sheetinq
Type: NS, 24 Gage, Finish: Galvalume
Roof Panel Clip Type: Short Fixed
Thermal Blocks: No EPS Foam Spacers: Yes
Seaming Methods: Roll Lock, Vise Lock
Roof insulation(NoT BY MBS) Thickness: '1 .000
Roof Line Trim. Color: Fox Gray
Gutters, Color: Fox Gray
Downspouls, Color: Fox Gray
Wall Sheetinq
Type: Classic Wall, 26 Gage, Finish: Fox Gray
Wall Corner Trim. Color: Fox Gray
Wall Base Trim. Color: Fox Gray
Wall Framed Openings, Trim Color: Fox Gray
Wall Framed Openings. Cover Trim Color: TRUE
Wall insulation(NoT BY MBS). Thickness: 6
Buildinq Ootions
(2) 3070 Knock Down Walkdoo(s). Color: WHITE
0r
2)4325 & 4490 Bolt ti
¡t is the responsibi of
accordance with
liohtlv-rusted surfaces are acceÞtable.
C) ln Öanáda. all 4325 and 4490 bolts shall be "fully-pretensioned", except'fır seııñìfáry members (purlins, girts, opening framing, etc.) and flange
braces.
D) Secondary members (purlins, q¡rts, opening framing, etc.)and flange
brace conñections may always be "snuglight", unless ind¡cated otherw¡se
in these drawings.
3) The metal building supplier shall be notified prior to any field modifications.' ModifÌcations shai be ápproved by the metai building suppl¡er before work is
undertaken.
4l Common Abbreviations:' aì TYP uNo - Tvoical unless Noted otherwise f) slM - similar
bÍ SLV - Short Leä Vertical çi) NIC - Not ln Contract
ci LLV - Lono Leo-Vertical h) SL - Steel Line
di NS & FS -"Neai Side and Far Side i) N/A - Not Applicable
ei o.A.L, - Overall Lenqth j) [/BS - Metal Bldg. Supplier
5) ionstruction loads sñall not be plâced on any structural steel framework' unless such framework is safely bolted, weldèd, or otherwise adequately
secured.
6) Purlins and girts shall not be used as an anchorage point for a fall arrest' svstem unleıs written aooroval is obtained from the metal building supplier.
7) Purlins may only be useid as a walk¡ng/working surface when instàlling safety'systems, afterál permanenent bridgiñg has bèen ¡nstalled and fall protection
is provided.
8ì Cdnstruction loads mav be olaced onlv within a zone that is within I feet of' the center line of the piimary support member. CFR bundles should be placed
directly over the rigid frames.
9Ì All liftiño devices riust meet OSHA or MSHA standards and in no case is it' accepta"ble to use structural members supplied by the MBS as a spreader bar
or liftinq device.
General Design Notes
1) All structural stéel sections and welded plate members are designed in' accordance with ANSI/AISC 360 "Speciiications for Structural Steel Build¡ngs"
or the CAN/CSA S16 "Lim¡t States Design of Steel Structures", as required by
the specified building code.
2) All weldinq of slructulal steel is based on e¡ther AWS D1.1 ''Structural Welding' Code - Stıel" or CAN/CSA W59 "Welded Steel Construct¡on (Metal Arc
Weldinol". as reouired bv the sþecifìed buildinq code.
3l All cold"foimed memberé are dbsioned in acco-rdance with ANSI/A|S| Sl00 or' CAN/CSA S136 "SÞecifìcations foi the Design of Cold Formed Steel Structural
lvlembers", as required by the specified building code.
4) All weldinci of cold formeó steel is based on AWS D1.3 "Structural Welding'Code - Shäet Steel" or CAN/CSA W59 "Welded Steel Construct¡on (Metal Arc
Welding)", as required by the specified building code.
5) This Nüóor Buildino Svstems fácilitv is IAS AC-472 Accredited and' CAN/CSA A660 aí¿ tÑ¿l .l Certifl€id (if applicable) for the design and
manufacturing of Metal Building Systems.
6) lf ioists are ¡n-cluded with this pÏoiéct, they are supplied as a part of the' sústems enoineered metal búildinq and àre fabricated in accordance with the
réquiremenlı of Section 1 926.758 óf the OSHA safety stândards for steel
erection, dated January 18,2001 .
Material Specifications
Building Loads:Project Notes:
1) Collateral dead loads, unless otheruvise noted, are assumed to be uniformly
distributed. When suspended sprinkler systems, lighting, HVAC equipment,
ceilings, etc., are suspended from roof members, consult the M.B.S. lf
these concentrated loads exceed 500 pounds (using the web mount detail) or
200 lbs (using the flange mount detail), or if individual members are loaded
significantly more than others.
2) The design of structural members supporting gravity loads is controlled by
the more critical effect of roof live Ioad or roof snow load, as determined by the
applicable code.
Design Code:
Building End Use:
MBMA Occupancy Class:
Roof Live Load:
REDTJCIBLE PER CODE
Ground Snow Load:
Snow Exposure Factor, Ce:
Snow lmportance Factor, ls:
Se¡smic lnformation:
Seismic Sds/Sd'1:
Site Class:
Seismic lmp. Factor le:
Se¡smic Design Category:
Analysis Procedure:
Basic SFRS:
Wind:
Wind lmportance Factor, lw:
tBc 2015
3F-Commercial garages and seruice stati0ns(auto)
ll - Standard Buildings
20.00
57.20
1.00
1.00
Ss:0.330 S1:0.083
0.338/0.133
D
1.00
C
Equivalent Lateral Force Procedure
NOT DETAILED FOR SEISMIC
Name
Roof Dead (PSF)
Prìmary Collateral (PSF)
Secondary Collatetal (PSF)
Snow Ct
Snow Cs
Roof Snow (PSF)
Wind Enclosure
GCPi
Se¡sm¡c R
Se¡sm¡c Cs
Base Shear (KIPS)
#48 #44
4.0 4.0
3.0 3.0
3.0 3.0
1.0 1.0
1.0 1.0
40.0 40.00
Enclosed Enclosed
+/- 0.18 +/- 0.'18
3.00 3.00
0.113 0.'l'13
8.9 3.3
115
B
No
Plate and Flange Material:
5"-12" Wide, To 1J" Th.
Qthers
Builf-Up StructuralWeb
Hot-Rolled Structural
StructuralTube
Structural Pipe
Cold-Formed Structural
Clâssic Roof Panel
CFR/VR16 RoofPanel
AllWall Panel Profiles
Rod Bracing
Welds
High-Strength Bolts
lVlachìne Bolts
- 4529, Grade 55
- 4572 Grade 50
- 4101 1 SS (or HSLAS Class 1) Grade 55
- 436 orA572 Grade 50 orA992 Grade 50
- 4500 Grade B (46 KSI)
- 4500 Grade B (42 KSI)
- 41011 or 4103þ SS (o¡ HSLAS Class 1) Grade 55
- 4792 GradeS0
- A7g2 Grade 50, Class 1
- 4653 Grade 80, Class 1 or 4792 Grade 80, Class I
- 4529 Grade50
- AWS D1.1/D1.3 or CSA W59 per Building Code
- A325Type 1 orA490Type 1 HeavYHex
- 4307 GradeA Hex
Exposure:
UL9O:
Classic Roof-Const. No. 161
Classic Roof w/ Translucent Panel-Const. No. 1 67
CFR Roof-Const. No. 552
CFR Roof wi Tran8lucont Pane-Const. No. 590
Compos¡te CFR Roolconst. No. 5524
VR10 ll Rool0onst. No.332
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7\€iitùiaLOWZ+\(2) ROWS REQUIRED(2) ROWS REQUTRED2',1'-o21'-0o@olèN)sN)OJÀ(Jlo)STEEL LIN42'-0L LINEØ-lmmrrzmNNclo-UN!oN)nmÐc^f,r ¡,m_T=m<vØCD!o-oNtlu,ooN)NcNonoÉCNvmøgÐmoNÀoonoãØÐmøcvmaNÀooÐoÉØnmoçnmaNÀN19n€Q)nmÐcnm(]ØImm--zm1 1',-o1II8'-01 1'-0+!3to@r\o:lJoP6C)ì5qoorı'@ØmEoco-+g9ısç*. ü>=oo'-oozc(DU'nmÐc^--ñE¡n6@--I1*>ıEôË1l@oc)(j!@ooc.)-0uloo(,)t!1l@oo(jtÞutao(¡)IIIN!@ooo1l -uo@rOooÀ*Iroãmmroãmm1t17 t20172t8t20172t15t2017IVIJSMJSMJSJILJILJILEOPLJBLJBNBSCAYCAYAnchor BoltsFor Buìld Dept. ReviewFor Build Dept. Review RevlRHINO STEEL BUILDING SYSIEMSi*lÈï,*,""Rt::ll0ffiiouo-urou SlüllUlUlm$$tl$SHEET TITLEPurlin Bracinq Plan'Ëüliä Xiån itectu re+construction #44 &Glenwood Springs, CO, 81601East Bank, LLCCarbondale, CO, 81623JOB NUMBERu1600805A(Jt(orBuildingR2OF2
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N)Ðlxl(Dl.<l¡lgoX|!O)O)X|!o)ãxT'Tto)3(Do-oÞ(D=J(oCNc)(Do-(D-EAVE HEIGHT24'-1GIRT SPACING-æOoæOo)O-æoo:E(DA)o(DæOO)OØ-tmmr-trzm-@oOOæc)oO)o:Ecoc)ooT-ooÐ1z.U)-mo=æc)oo)oCXBO06L@c)OoC¡æoOo)oLóc)oOLo)3gØæo)oN(locxB005U)-lmmrrzmTrooÐGIRT SPACING2',-46',-42'.-103'-0EAVE HEIGHT*T=)Þ=,@oldi>=>ı¡ c)'l='êoo@Þa.-19(tooÈos-uoo=.oJ=@o=@o=oooaoa_êo-'o6è3oo*o ìÞ.^9=Ë=ç=o -Ë€ *+@o-ir9Qı'=sçäct, ãPç.=.==oodos6ci Clol6l34dåF3oôqo9.IØooE=Ðeooe.6ôoodaooı'o=Éo3='@ooqoo=ooo@=.o=63aoooo-êo=.@3q.=o=oÐ=@oqaa.Þçz,o(D?.5'-12',-106'-42'-4t-ô@NocN-uoNNN1loNNo@Noooo¡\c(2) PABool(2) PAB001IÞ\ccSILL HEIGHTt<t>l¡l=4',-0SILL HEIGHTTz.-mo7'-622',-013'-lIa1t17 t20172t8t2017211512017MJSMJSMJSJILJILJILEOPttÞLJBNBSCAYCAYAnchor BoltsFor Build Dept. ReviewFor Build Dept. Revìew RevlRHINO STEEL BUILDING SYSTEMS4305 t-35 NORTHi*ftï,*,""RH:!10',åTioro-urou $lEtllll¡ltC$$ttt$SHEET TITLEWall Framinq Elevation at Line GFuse Architecture+Construction #4A &Glenwood Springs, CO, 81601East Bank, LLCCarbondale, CO, 81623JOB NUMBERu1600805AuFO)(oBuildingshâllSHEEW1 OF7
1t17t20172t8t20172t15t2017MJSI\1JSMJSJILJILJILÉ0PLJBLJBNBSCAYCAYAnchor BoltsFor BuildReviewReview Rev'1For BuildRHINO STEEL BUILDING SYSIEMSi*lÈï,*,"" RH:!10',åãiouo-urou SlltrlUlUilt$f$trf$Elevation at Line FWall FramSHEET TITLEJOB NUMBERu1600805AFuse Architecture+Construction #4A &Glenwood Springs, CO, 8'1601CUSTOMER NAMEEast Bank, LLCCarbondale, CO, 81623u(o-Tt-o)3(Dc)-oa(D='(oCNc)(Do-(D4@JLq)=úãX:r-(Dsa(Dr(DLs3(taæc)Oo__tco(Joo)ONqXoø(nooæCNo-{(¡CcoOO-\¡ooooo)OæOo__¡cooo)o@qXqOG)æC)OO5@c)oo)C@OÕ-\¡øooON)@C)oo-{æc)Oo)Õl'\)OX(+o6)æc)Oo(tæC)oO)-{æÕo!@c)oo)o(¡)seâl petains onlyto üeW5OF7Læc)Oo!@c)oo)oEAVE HEIGHT15'-8GIRT SPACINGCN--JmmrrzmT-oovËoNÕo)NCXBOO902o09oocxB009o,oNO)cxB008o)ÕNooo=.9@o=!9.foooaóa_ıoda=o*o )Þ,^Q==èc*x 5Yø O¡ã8 *+@o+qQoı'3*9;cnã3E=.€ãoèooıg7dOololo=<-3oooo5'ço)oo=.3oê@g.aodØoôı'o=€gl-Ð3.@ood=ooa€.=o=.o6o5ØooooooèoÉ.=@3o3ooJ@ooı9.=z.o(D?-o2Ncx800rg)-{mmrrzmr-on¡zØ-moGIRT SPACING7'-6ó-¿EAVE HEIGHTøØooo@ooo@c)ooo@Ù)oIæ\cc{@Noo@Noo@l_o@Noo{@NoooNcocccdac@Noot<t>lntôlËt?qccac7',-61 5L62'-8oNoTz.Ø-m(:lNÀoNÀNNsoNsN)(oo)èo)N)À(¡l5'-8NlOxoÕco(noo@cnO-{6Læoo-{@c)Oo)Õ5
lxl(DtqEAVE HEIGHT22',-0GIRT SPACINGU)-tmmrrzmrCXBOO5N)ocxB003o;=.o==QO9Do=q9.=Ð=oooaðo_ooooo3ooı¡el>,^ a:Ëã l='a -o-P ='øYó_'"ooátoq9=ooQa.=@èØdoÉo@cJl=dgo-qznolsr=av-Oðao9.IU)ooÞ=seaogoooaØoıı:o=€9¡_Þ=.@oog.dÈèoo€.=o=.o=ooCDoaoo-oôood=='aog.=ı=oo=a@oQ.=@z,o(D2CN-lmmrrzmGIRT SPACING7',-65'-64'-64'-6EAVE HEIGHT4',-64',-65',-67'-6o@NoooNoooæNcct\cÀî)æ\cc@NoooæNoo@Noo\ccIl<l>tnlñloloIJcxBo1 1NocxBol0cxB00ls|.JoU22',-01117t20172t8t20172t15t2017MJSMJSMJSJILJttJttEOP-JB-JBHBSCAYCAYAnchor BoltsFor Build Dept. ReviewFor Bu¡ld Dept. Review RevlRHINO STEEL BUILDiNG SYSTEMS4305 r-35 NORïHi*li,*,*,"" Rt::ll0ffiloro-urou $lltl¡lll¡llm$TSlltSSHEET TITLEWall Framing Elevation at Line 2Fuse Architecture+Construction #4A &Glenwood Springs, CO, 81601CUSTOMER NAMEEast Bank, LLCCarbondale, CO, 81623JOB NUMBERu1600805AuBuildingw2C^F7t'(o
oN)olxl(Dt;loJlrc{Ox(Jo(tÕ><a2Õ(eo)><o)ãx-EAVE HEIGHT22',-0-Tlo)3(Do-oE(DJ='(oa)c)=-(Do-citGIRT SPACINGo@oOo@c)oo)o-coOoTæooOo-<Dso-(DøÕo)Oæc)OooT@C)OOÀoæooo@ooo)oØ-lmmrt-zmTooÐz.?@c)OoOL@c)OoÞcoc)Oo@æooo)æc)Oo)oL@Õooæc)Õo)or(DLÐ3oæc)OOoæc)ooÐ.@JLo3gæc)oOCooO)oz.CD-lmmrr-zm1-onTzU)-moo==.s@Ê9aq9.f,ooooq_oo-oo@oo3ooı'sl >'o*=3 sı.P ='ø.x ı_ '"oôæqôE9-oogı'@oØıô@==l=.¿øã6q9ÐqiOolol6lEé=ô:s=ãdoooQ.=Ia)ooÞ3oèog.ðoo?<D¡sE=€9ls=.=@èog.ñ3aoãqe.=o=.oJooCNoooooooJooÉ@ı.3q.f3oo@odoa.çz3DnGIRT SPACING4',-105'-105'-107',-7EAVE HEIGHT@c)oooæNooo13'-6SILL HEIGHT@Noqo@oo5',-105',-104'-105',-61hT=U'-mo4'-10SILL HEIGHT@cooo1ÍoocxB001Oo-{o,cxB002(oo)N(loN)A24',-11t17t20172t8t20172t15t2017I\i]JSIVIJSMJSJILJILJILEOPLJBLJBHBSCAYCAYAnchor BoltsFor Build Dept. RevìewFor Build Dept. Review RevlRHINO STEEL BUILDING SYSIEMS'*i¡,ffi'-RH:ll0ffi;oro-urou SlEtll¡llllIGSISlIf,SSHEET TITLEWall FraminoElevation at LtneAFuse Architecture+Construction #4A &Glenwood Springs, CO, 81601CUSTOMER NAMEEast Bank, LLCCarbondale, CO, 81623JOB NUMBERu'1600805Auorc)W3OF7
NJoEAVE HEIGHT24'-1lxl(DttGIRT SPACINGÐo><¡\)OXrìo)(oo)Xqo.)ãXICN-lmmrr-zm-æc)ooæc)Oo)o-æc)ÕO-no)3(Do-o-(J(D=='@cnc)(Do-c(DcxB002OgOO)oT(Do)a(D-æc)OOcoc)Oo)O-æc)OOza.æoOO)ococ)OOOCoOo)OLcoOONoz.-oLo)3æoo)OLæ()ooooo)ÕL@c)OOæc)Oo)O4o=CÐ=ocxB004cxBol2Àoc!oCXBO12cxB006JCN-.1mmrrzm€c)o==.ooê=@o5ooo€ô!P-êo-Ðoo3oq=s >çÊ=3Ë;oãooE3èı'Q-oøÃ_-. =ãôoàíodoq69ÐÀi Clôlol3é=3ðoqqi-c.31ãU)ooÞ=oeqooıê"nþo ¡ô-ı'o=ão3='aêoooèoo@o=.@=oo=oooo:Ð=.Þ@ô3g.3s=oof@ood9.@z3Dn,GIRT SPACING/-o6'-06'-04'-7EAVE HEIGHT4',-76'-06'-07',-6@No14'-OSILL HEIGHTo@Noo@Noø\cc4'-ONoNooÀNo24'-11117t2017218t20172115t2017MJSMJSt\4JSJILJILJILEOPtJBLJBNESCAYC.AYAnchor BoltsFor Build Dept. ReviewFor Build Dept. Revìew Rev1RHINO STEEL BUILDING SYSTEMS4305 t-35 NORTHi*li,*,*,"" nt::ll0f#iouo.urou tlEl¡ulllllxt$5tttsSHEET TITLEWall FramElevation at Line 1PROJÊC-I NAMEFuse Architecture+Construction #4A &Glenwood Springs, CO, 81601East Bank, LLCCarbondale, CO, 81623JOB NUMBERu1600805AL¡fhis seål pedarñs only to rheìålerias dedgñed and;opplied by he Metat BuitdinaUånufacturer. The dÉw,nosìñd he metar bu¡ldins whi;hâey represeñt âre the produd ofne Mekl Buj ding Manufacturer 1Ihe registered prôf esronal'ng¡nêerwhose seå appeaßhployed by h;Metat Bur di¡quånurâdre¡ and does ¡otseúets or representhe p'oject:nsineer olrecôrd a¡d shåll .ôt)e constued âs suchW4OF7
.T¡c--.tcÐmoooÐU[-ltEAVE HEIGHT15'-8lxl(Dt;loJlrGIRT SPACINGÐèÕxçoNloXNO)ãx--Tlo)3(Do-or(J(D=-)(ocnC)(Do-(Dcn-jmmrrzmoooooo)coooOJ-{-@c)oo<t¡æoo)Ocx8001-(Doâ(D-æooC¡coOO)oooa.Lcoc)o@oOLcoc)OÕLs=gØcx8002æç)oo(t-lmmrrzmTz(t:ImOo==.o@o9a=qe.=ooooadqoo-Ðoao3oaı¡9r>; g=f!-ä oı-Q ='lhY,6-@goq9-oogı"@acDdo€.l=dg\¿ _øs6q¡OUot6log=ô€ooaqoqFU)ooE3aèog.6oðodØqoö@=É9Lo=.-@oo9.oo=oÞãç.ãoooo=U)oooıooı'=oo=.=@=g.=o3o@ogoo.3IzooU,CURB WALL2',-8GIRT SPACING1-b6'-61'-8EAVE HEIGHT@ooo!oæNo@Nooo9',-6SILL HEIGHT@Nol<t>Ioryoo(tocx8002cx8001oo@Àootpllml5'-81t17t20172t8t20172t15t2017MJSMJSMJSJILJILJILEOPLJBLJBIIBSCAYCAYAnchor BoltsFor Buìld Dept. Rev¡ewFor Build Dept. Review Rev'1RHINO STEEL BUILDING SYSTEMSilililÏ'RH:ltll[åTirro-urou $lIEtllll0llGSf$iltSHEET TITLEWall Framinq Elevation at Line 6ËlËä Xiån itectu re+construction #44 &Glenwood Springs, CO, 81601CUSTOMER NAMEEast Bank, LLCCarbondale, CO, 81623JOB NUMBERu1600805Aø(1O(oManuf adrer. Thê d€w¡ñgsand he metâl building whichhey ¡eprêsênt årè he produd of ,he MetalBuilding Manurådrer iIñe regßtered professional \eñoineerwhose seal aDoears 'employed by the Metal BuildingMånufadurer and does notsetoeas orrepreseñtbe projedengineêr of record and shall notbe ¿óñstuêd âs suchSHEEW6OF7
EAVE HEIGHT15'-8(jN)GIRT SPACINGCURB WALLz',-8(t-lmmrrzmlxl(DËlsllTz.U,-moÐNOx19o|!OXNo)NqXl\rO)\)OXNO)=X-'Tlo)=(Do-orC)(D=='(acnc)(Do-(D-æoOO('lcoOo)o-@ooo('tooo,o:Ecoo(t¡-æOoC¡9æoOo)Oc)o)LCoOææc)ooOC@OOæcoc)oo)OL@OO@æc)oo.)oæOoæOO)Or-(DLa)3oæc)OÕæLæOoooæc)Õo)OL@oæL@c)OOææc)Oo)OÐa=s3coOo)Oæc)Oo)Oocn@ãt--r(oqÀo=?.o==@o9o=9.=sfoooÞaoq-èo-ooo3oès'= >@Y=ıg;Eç;'-o+@dôE9ã=-o@qØ6oe.!=='=oË\¿ _øı¡og.q,DÀiUolol=a-goood9.çU)oo!3sÈoo9.oIod(t) a&E E=É aSLoñø@oê-oo6€.ı' ,3oJgP.@+qıqÉ-==Úo-a.=@z.o(DcnØ-lmmf-rzmGIRT SPACINGEAVE HEIGHT4'-67',-6J-O(¡o@c)o@C)oo{@c)o@c)ao{o@c)ooN@oo{o@aN@o{o@NoN9'-6/ )stLtïÊtcïr@No29'-69'-6' / )stLtHEtcHT9'-6SILL HEIGHT@Nooo7',-6¡=(,-mo4'-6'15'-8qNcxB008ooocxB007ooN¿ocxB007olNèNcx8001O)oNoNÀÕNÀNNèl\)NÀo{NNN)O)(¡)1t17 t2017218t20172t15t2017MJSIV]JSMJSJILJILJILEOPLJBLJBNEScåYCAYAnchor BoltsFor Build Dept. ReviewFor Build Dept. Review Rev'1RHINO STEEL B.JILDING SYSIEMS4305 t-35 NORTH'llüï*,""Rt::!10låTiouo-urou sItE¡lll¡llrG$lslttsSHEET TITLEWall Framinq Elevation at Line BPROJECT NAMEFuse Architecture+Construction #4A &Glenwood Springs, CO, 81601East Bank, LLCCarbondale, CO, 81623JOB NUMBERu1600805AL¡PLOfhis seâl penains onlyto the1âterìals desìgned ândtuppl¡ed by t¡e Metâl BuildingVanufacturêr The dÉwings,nd be metal buildrnq which ,hev ¡eDrêsent erè he orôdud ôf,i,iYi¿",]:iJ5iål!:tåL'"t'\lrngineerwhose seal appeârs Irmployed by the Metal EuildrngVanufadrer and does not serye¡s or representùe projedsnqineêr olrecord and shall nôtSHEEw7o^F7
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H0210 - 5/8" FLAT
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WASHER
WASHER
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WASHER
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HOLE
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SLOT SLOT TO HOLE CONNECTIONS
ONF WASHER REOUIRED ON
SLOTTED SIDE ONLY.
BOLI/NUT ASSEMBLY
REQUIRED AT LAPPED
ZEE MEMBERS. (NO
WASHERS REQUIRED)
SLOT SLOT TO SLOT CONNECTIONS
WASHERS ARE REQUIRED ON BOTH
SIDES OF MATERIAL IF SLOTS ARE
USED ON BOTH SIDES. (SEE DETAIL
sLoT AT RIGHT FclR LAppEo zFF MFMBFRS)
HOLE TO HOLE CONNECTIONS
NO WASHERS ARE REOUIRED WHEN
SLOTS ARE NOT USED.
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FAVF ANGI F
GALVANIZED
4"x5"x 1 20"
I INFR FAVF
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SCULP. EAVE ANGLE
GALVANIZED
5"x8"x 1 20"
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3"x3"x I 20"
GIRT ANGLE
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GIRT ANGLE
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ALL FIELD WELDING [/UST BE PERFORMID BY
AWS/CWB CERTIFIED WELDERS WHO ARE QUALIFIED FOR
THE WELDING PROCESSES AND POSITIONS INDICATED.
ALL WORK MUST BE COI./PLETED AND INSPECTED IN
ACCORDANCT WrH rHL APPLTCABLL AWS/CWB
SPECIFICATIONS, WELD ELECTRODES USED FOR THE
SMAW (OR SIICK) WTLU PROCESS I'/UST BE 70
KSt/483 MPo MATERTAL AND LOW |YDROGIN CONTENT.
GALVANIZED STEEL FIELD WELDING
PREPARATION OF WELD AREA
AWS D-19.0, WELDING ZINC COATED STEEL, CALLS FOR
WELDS TO BE MADE ON STEEL THAT IS FREE OF ZINC IN THE
AREA TO BE WELDED. FOR GALVANIZED STRUCTURAL
COMPONENTS, THE ZINC COATING SHOULD BE REMOVED AT
LEAST ONE TO FOUR TNCHES (2.5-10 CM) FROM EITHER SlDt
OF THE INTENDED WELD ZONE AND ON BOTH SIDES OF THE
WORKP¡ECE. GRINDING BACK THE ZINC COATING IS THE
PREFERRED AND MOST COMMON METHOD; BURNING THE ZINC
AWAY OR PUSHING BACK THE MOLTEN ZINC FROM THE WELD
AREA ALSO ARE EFFECTIVE.
TOUCH-UP OF WELD AREA
WELDING ON GALVANIZED SURFACES DESTROYS THE ZINC
COATING ON AND AROUND THE WELD AREA. RESTORATION OF
THE AREA WILL BE PERFORIVED IN ACCORDANCE WITH ASTM A
780, STANDARD PRACTICE FOR REPAIR OF DAMAGED AND
UNCOATED AREAS OF HOT_DIP GALVANIZED COATINGS, WHICH
SPECIFIES THE USE OF PAINTS CONTAINING ZINC DUST,
ZINC-BASED SOLDERS OR SPRAYED ZINC. ALL TOUCHUP AND
REPAIR METHODS ARE CAPABLE OF BUILDING A PROTECTIVE
LAYER TO THE THICKNESS REQUIRED BY ASTM A 780.
SAFETY & HEALÏH
WHEN WELDING DIRECTLY ON GALVANIZED STEEL IS
UNAVOIDABLE, OSHA PERMISSIBLE EXPOSURE LIMITS (PELS) MAY
BE EXCEEDED AND EVERY PRECAUTION, INCLUDING
HIGH-VELOCITY CIRCULATING FANS WITH FILTERS, AIR
RESPIRATORS AND FUME-EXTRACTION SYSTEMS SUGGESTED BY
AWS, SHOULD BE EMPLOYED. FUMES FROM WELDING GALVANIZED
STEEL CAN CONTAIN ZINC, IRON AND LEAD, FUME COMPOSITION
TYPICALLY DEPENDS ON THE COMPOSITION OF MATERIALS USED,
AS WELL AS THE HEAT APPLIED BY THE PARTICULAR WELDING
PROCESS. IN ANY EVENT, GOOD VENTILATION MINIMIZES THE
AMOUNT OF EXPOSURE TO FUMES.
PRIOR TO WELDING ON ANY METAL, CONSULT ANSI/ASC
Z_49.1, SAFETY IN WELDING, CUTTING AND ALLIED PROCESSES,
WHICH CONTAINS INFORMATION ON THE PROTECTION OF
PERSONNEL AND THE GENERAL AREA, VENTILATION AND FIRE
PREVENTION.
INFORMATION COURTESY OF AMERICAN GALVANIZERS ASSOCIATION
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HO6OJ BOLT
HO3OO NUT
HO2OO WASHERS
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1/2 x 2 a325 BOLTS ARE
REO'O FOR BOLÍING FLANGE BRACES
3 Typ FLANGE BRACE @ BU COL & GIRTo
? ruotE: sEE PLAN' aND ELEVATT.N' FoR
FLANGE BRACE PART MARKS
FLANCE BRACE
MARK F8
E
GIRT
FLANGE BRACE OPPOSITE SIDE
RTOUIREO \^'HERT INDICATED
ÔN ERECTION DWGS, AS'NS & FS''
HO6O3 BOLT
HOSOO NUT
HO2OO WASHERS
PURLIN
RAFTER
NOTE:
1/2 X 2" AJ25 BOLTS
ARE REOUIRED FOR
BOLTING FLANGE BRACIS.
TYPICAL FLANGE BRACE AT
SEE PLANS AND ELEVATIONS FOR FLANGE BRACE PART MARKS
o
oo(,PURLIN & RAFTER
BOLT
NUT
wASritRS
FLANGE BRACF
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BOLT
NUT
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FLANGE BRACE OPPOSITE
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ACTUAL FLANGE BRACES DO NOT HAVE MARK NUMBERS ON THEM
tl L n¡Drc¡tES LENGTH oF FLANGE BRACE tN tNcHES
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Lr¡rorc¡tEs LENGTH oF FLANGE BRACE rN tNctrLS
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1
1
1 4
FBC
rBD
FB
COUNTER _ SEE CHART
LENGTH
RACEROD
DIAMETER
MARK
NUMBER
HILLSIDE
WASHERS
FLAT
WASHERS
A3O7 /A325
NUTS
COUPLING
NUTS
5/E' o RDB-(2) H0e30 (2) H021O (2) HoJ1U lto8l 0
j,/4" E RDC (2) H0910 (2\ HO22O (2) Ho320 HO820
7/A" ø RDD_(2) H09J0 (2) H0230 (2) Ho32s H0830
1" ø RDE_(2) H0e60 (2) HO24o (2) Ho330 HO840
1 1/8" ø RDF-(2) Hoe60 (2) HO2s0 (2) Ho450 H0850
1 1/a" ø RDG-(2) Hoe60 (2) H0260 (2) H0340 HO860
SEE PLANS ANÞ ELEVATII]NS
FOR BRACING MARK NUMBERS
10(WEB TO WEB)
ROD BRACE DETAIL
COUPLINC NUT
ROD ASSEMBLY
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AUXILIARY RAFTER CONNECTION DETAIL
RAF'TER TO WEB OF FULL HEIGHI COLUMN
RAFTER
c
3 3/4"
TYP
VIEW "A"
MZH02 (NS & FS)
NOTE:
3/4" WASHERS
REOUIRED OVER
ALL SLOTS.
usE (6) 5/4" x J"
A]25 BOLTS,/NUfS
AUXILIARY RAFTER CONNECTION DETAIL
RAFTER IO FLANGE OÉ FULL HE¡GHI COLUMN
ARAF'IER
-vrEw_____4_
COLUMN
MzHo2 (NS & FS)
NOTE:
3/4" WASHERS
REOUIRTD OVER
ALL SLOTS.
usE (6) 3/4" x 5'
A325 BoLÌS,/NUTS
ALTERNATI FLANGE BRACE CONNECTION
AT FRAME COLUMN AND PORTAL COLUMN
(REFER T0 CRoSS SECT|0NS & ELEVATIoNS FoR PART NUMBTRS)
4J0055
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FLANGE BRACT
FBC**
NUT (H0300) AT
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CLIP
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A325 BoLTS (H0603)
NUÏS (H0300)
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usE (4) 1/2" x 2" A52s BOLTS (MK. HO603)
AND NUTS (MK. HOSOO)
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FRAME COLUMN
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COLLATERAL DEAD LOADS, UNLESS OTHERWISI NOTED, ARE ASSUMED TO BE
UNIFORMLY DISÍRIBUTED, WHEN SUSPENDED SPRINKLER SYSTEMS, LIGHÍING,
HVAC EOUIPMENT, CEILINGS, ETC. ARE SUSPENDED FRÔM RÔOF MTMBERS,
CONSULT NUCOR ENGINEERING IF IHESE CONCENTRATED LOADS EXCEED 5OO
POUNDS (USING THE WEts MOUNT DETAIL) OR 2OO POUNDs (UsING TIIT TLANGT
MOUNI DETAIL), OR IF INDIVIDUAL MEMBERS ARE LOADED SIGNIFICANTLY MORT
THAN OIHERS.
PI.lRI ¡N FL ANGE
PURLIN WEB
UNDIR NO CIRCUMSTANCES CAN THE PURLIN STIFFENING LIP
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ALSO DO NOl HANG ANYTHING FROM PURLIN SIIFFENING LIP.
MENTS
ANGLE SUPPORT
(NOT BY NBS)
r/2"ø MAXTMUM BOLT
(NOT BY N8S)
1" MAXIMUM FROM
TO CENTERLINE OF SUPPORT
"X" = TOTAL PROJECTED
DISTANCE FROM THE
CENTERLINE OF THE PURLIN
WEB TO THE END OF THE
TND OF STIFFENER LIP
(= 3 5/8" +/- 1/16")
MUST BE WITHIN I" FROM
CENTERLINE OF THE PURLIN WEB.
RI IN
NBS PURLIN SUPPORT MTTHODS
STRICTION
ATT
I1"
CENTERLINE OF PU
GINERAL RI
P
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PURLINI STIFFININIC LIP
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ÍHROUGH PURLIN WEB.
IF PURLIN FLANGE
SUPPORT CLAMPS
ARE USED.
BOLTS REQ'D AS SHOWN
RAFTER/
CAP PLATE
PLATE WASHER
MK. ESWo1 (2)
LOW EAVE BY-PASS SW GIRT CONDITION
USE (a) 1/2"x 2" 4325 BOLT H0603/NUT H0J00 U.N.O.
(2) H1O2O
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ANGLT MK
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LOW EAVE BUILÏ-UP EW CONDITION
usl (2) 1/2 x 2 þ325 BoLl H0603/NUT H0J00 U.N.o.
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PLATE WASHER
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$_
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FLAT
PLATE
MK. ESCO2
RAFTER/
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BOLTS REO'D AS SHOWN
PLATE WASHER
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LOW EAVT BYPASS SW GIRT CONDITION
usE (8) 1 /2" x 2"
^32sBOLT H0603/NUI H0J00 U.N.o.
ND
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LOW EAVE FLUSH/INSET SW GIRI CONDITION
usE (4) 1/2" x 2 A325
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BOLTS REO'D AS SHOWN
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L
EAVE STRUT
S
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WELDED CLIP @ END FRAME
u$ (4) r/2" x 1 1/4" {JDT BoLIS H0500/NUIS H0400 u.N.o.
RIFTRTNCI ERTCTOR NO'IT FOR TYP. WASHTR REQUIRIMENIS
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USt (8) l/2" x 1 1/4" 4J07 80Lls H0500/NUÍS H0{00 u.N.0.
AT 12" PURLINS, BOLTS ARE
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o
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ATRS RE
SHOP WELDED
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PARAPET ANGLE
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PARAPET ANGLI ATTACHMINT
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OR JOIST
JOISTS.
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CLIP MK. HCJ-
(2) t/2" x 1 1/4"
^3ojB0LT5 (H0500) & NUT5 (110400)
(2) t/2" x 1 1/4" A30?
rHtN HEAD BoLTS (H0515) & NUTS (H0400)
(2) t/2" x 1 1/4"
^3o7ÎHIN HEAD BOLÍS (HO5I5)
& NUÏS (HO4OO)
CLIP
MK, HCJOI AT E" OR IO"
MK, HCJO2 AT I2''
HEADER
SECTION "4"
CONNICTION
N01E: USE (2) t/2" x 't 1/4" A307 BoLTS H0500/NUls
REFERENCT STANDARD WASHER DETAIL FOR IYPICAL WASHER
REOUIREMENIS
1r
TO JAM
A
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HEADER
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RIGHÏ HAND OPPOSITT
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MK, JCBO2 AI 8"
MK. JCB01 Al r0"
MK. JCBO3 AÏ 12"
(2) Hr020 FASTENERS
CLIP
8"
r0"
12"
HEADER IO JAMB CONNECTION AT WINDOW/LOUVER/WALKDOOR
NOTE: USE (2) t/2" x 1 1/4" A307 BOLTS H0500/NUIS H0400
REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER
REOUIREMENTS
HEADER
FRICfION
JCPOz AT
JCPO1 AT
JCPO3 AT
HEADTR TO JAMB CONNTCTION
TYP,
MK,
MK.
MK.
JAMB
. FRAMED
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RIGHT HAND OPPOSIIE
LEFT HAND DETAIL SHOWN
RIGHT HAND OPPOS E
¡
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LIO
1
JAMB
SILL
IYP- FRICTION CLIP
MK. JCPO2 AÏ 8''
MK. JCPor Al r0"
MK. JCPO3 AÏ I2''
(2) Hr020 FASTENERS
ÎYP. FRICTION CLIP
MK. JCBO2 AT 8''
MK. JCBO1 AT IO"
MK. JCBO3 AT 12"
SILL TO JAMB CONNECTION
SILL TO JAMB CONNECTION AT WINDOW/LOUVER
NOTE: USE (2) t/2" x 1 1/4" A307 BOLIS H0500/NUTS H0400
REFERENCI SÏANDARD WASHER DETAIL FOR TYPICAL WASHER
REQUIREMENIS
I FRAMED
Ï-.rr*-
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BOLTS H0500/NUTS H0400
10,,
12"
E GIRT
JAMB
NOIE:
FIELD DRILL HOLES IN GIRTS
JAMBS TO CEE GIRI CONNECIION
REFERENCE ERECTOR NOIE FOR IYPICAL WASHER REOUIREMENTS
FRAMED OPENING DTTAIL
FRICTION CLIP
MK. JCPO2 AI 8"
MK. JCPOI AT IO"
MK. JCPOS Af 12"
FRAMED
OPENING
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CLIP MK. JC]02
(3) H1020 FASTENERS
ZEE CIRÍ
(3) H1020 FASTENERS
CLIP MK. JCÏ02
JAMB EXTTNSION
NOTE: USE (t) t/2" xt 1/4" A3O7 BoLIS H0500/NUTS H0400
JAMB EXTENSION TO ZEE GIRT
REFTRENCE SIANDARD WASHER DEIAIL FOR IYPICAL WASHER
REOU¡REMENTS
N--ì
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DlM. C= E" AT 12" GIRIS
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-IF THE T-CLIP IS LOCATED ¡N THE SAMT LOCATION AS NISÏTO GIRT BOLTS, THE
NESTED GIRI BOLTS CAN BE REMOVTD.
SECTION ''A''
NOTE: USE (4) 1/2x 1 1/4" A307 BOLTS H0500/NUIS H0400
REFERINCE STANDARD WASHER DIIAIL FOR IYPICAL WASHER
REQUIREMENTS
DlM. B= l" Al 8" & 10" GIRIS
DlM. B= 3/a" ÁT 12" GIRTS
ERECÏOR NOTE:
MK. Jclol
DOOR JAMB TO GIRT CONN
DOOR JAMB
H
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GIRÌ
DllJ. A= 4" AT 8" & 10" CIRIS
DlM. A= 4-ll4" AT 12" GIRIS
+
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(6) Tfl( 3 SCREWS Hr020
JAMB (8'' OR 12") TO EAVE STRUT
NOTE: USE (4) 1/2x 1 1/4" A307 BOLIS H0500/NUT5 H0400
REFERENCE ERECIOR NOIT FOR TYPICAL I,VASHER REQUIREMEN]S
EAVE STRUT
5l
DOOR
OPENING
FRICTION CLIP
MK. JCA02 @ 8"
MK. JCA01 @ 10"
MK. JCA03 (' 12"
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FIELD CUT TO LENGÌH AND FASTEN I1'ITH (8)
HlO2O FASIENERS.
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JAMB
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FRAMED OPENINGS @ BYPASS GIRÍ CONOITION
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REFERENCE ERECTOR NOIE FOR IYP¡CAL I¡/ASHER REOUIREMENIS
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l\IrlTtr. THE FINISH PANEL ALSO NEEDS TO BE CUTu.vErTg rHE REQU|RED WIDTH FRoM A FULL SHEFÍ
WHEN FIELD CUTTING OR MITERING CFR ROOF PANELS, NON-
ABRASIVE CUTÎING TOOLS SUCH AS NIBBLERS OR TIN-SNIPS SHALL
BE USED. ABRASIVE CUTTING TOOLS SUCH AS MECHANICAL
GRINDERS, SAWS, SHEARS, OR SCISSORS CAN DAMAGE THE
GALVALUME FINISH AND CREATE EXCESS MFTAL SHAVINGS THAT CAN
CORRODE THE PANELS. THE USE OF NON-APPROVED CUTTING
DEVICES MAY VOID YOUR FACTORY WARRANTY.
ROOF SHEflING PI.AN
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PANELS: 2+ GA. CFR _ GALVALUME
NOTE: PRE-DRILLING FOR STRUCTURAL FASTENERS MAY BE REQUIRED AT GIRT/PURLIN LAPS AND/OR NESTED GIRTS/PURLINS
FOR ADDITIONAL ASSEMBLY INFORMATION, SEE ERECTION MANUAL.
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.WORKS FOR EITHER A PURLIN OR A BAR JOIST SYS'IEM.
.FASTENER REOUIREMENTS VARY PER JOB.
.FAILURE TO COMPLY WTTH YOUR JOBS SPECIFIC FASTENER REQUIREMENTS MAY
CAUSE THE ROOF TO BE REMOVEO AND REPLACED.
.DO NOT OVERDRIVE FASTENERS ON SLIDING CI IPS. NOT OVERDRIVE FASTENERS ON
SUDING CUPS. OVER DRIVING CAN STRIP THE ÍHRFADS, CAUSE THE CLIP NOT
TO ENGAGE THE SUPPORT MEMBER PROPERLY AND/OR lHE CUP NOT TO
SLIDE PROPERLY. USE SCREW GUNS WITH TORQUE CONTROL SET TO FUNCTION
PROPERLY FOR THE COMBINATION OF FASTENER SIZE, HOLE SIZE AND
MATERIAL THICKNESS.
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PART #PART DESCRIPÏON TAB LENGTH
H2500 SHORT FIXEO CLIP +
H251 0 TALL FIXED CLIP 4
H2520 SHORT SUDING CLIP +
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CFR PERIMEIER CLIPS
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PART #PART DESCRIPTION TAB LENGÏH
H2720 SHORT SUDING CLIP q
H2730 TALL SLIDING CLIP I
H2740 SHORT SUDING CLIP 12"
H2750 TALL SLIDING CLIP 12"
H2760 SHORT SUDING CLIP 16'
H2770 TALL SLIDING CLIP 16"
2.6 PAINTED CFR ROOF2.6.1 PAINTED STANDING SEAM ROOF PANELS ARE OFTEN PROVIDED BY
MBS. IN THIS CASE, GUTTER BRACKETS AND END DAMS WILL BE PAINTED TO
MATCH THE ROOF COLOR AS A STANDARD.
II¡. COMPOSITE CFR ROOF SYSTEM
3.1 PRODUCT DEFINITION
J.I.1 REFER TO THÊ SECTIONS AND DETAILS IN ÎHESE DRAWINGS FOR
SPECIFIC CLIP FASTENING REQUIREMENTS, INSULATION THICKNESS REQUIREMENTS
ANLI LINLH IIFCK TYPF,
3.1 .2 COI/POSITE CFR ROOF WITHOUI THE USE OF A LINER DECK IS
NOI A MBS STANDARD PRCTDIICT APPLICATION. DUE CONSIDERATION lvlUST BE
CIVÊN TO THE EFFECTS OT CONDENSATION BY THE ENGINEER OF RÊCORD OR
ARCHITECT WHEN THIS OCCURS. IN ADDITION, GREAT CARI N,IUST BE ÎAKEN 8Y
THE ERECTOR TO INSURE IHAT THE ROOF SYSTEM IS ERECTED IN A SAFE,
QUALITY MANNER.
3.2 VAPOR BARRIER
3.2.1 VAPOR BARRIER MUST BE USED BIIWEEN THE LINER DECKING AND
THE INSULATION TO PREVENT CONDENSATION. THIS BARRIER IS NOT BY MBS.
REFER IO THE ERECTION DRAWING DEÏAILS.
3.3 INSULAÏON3.3.1 RIGID BOARD INSULATION CAN BE USED IN CONJUNCTION WIÏH A
COIúPOSITE CFR ROOF SYSTEM. THE RIGID BOARD INSULATION MUSÏ BE CUT
TO ALLOW FREE Ñ{OVEN,{ENT OF THE BACK_UP PLATE AT PANEL SPLICES,
SINGLE SLOPE HIGH EAVES AND RIDGE LOCATIONS. RIGID BOARD INSULATION
WILL ALSO NEED TO 8E RECESSED ALONG ENTIRE RAKE TO ALLOW RAKE
ANGLE AND FASTENERS TO MOVE FREELY WITH ROOF SYSÏTM.
3.3.2 UNFACED FIBERGTASS (BATT) INSULATION CAN BE USED IN
CONJUNCTION WITH A COMPOSITE CFR ROOF SYSTEÀ/I.
tv. cFR R00F coMPoNENTS W/ENGINEERING
4.1 COMPONENTS WITH ENGINEERING DEFINITION
4.1.1 IN A CASE WHERE ¡/BS IS PROVIDING THE CFR ROOF SYSTEM TO
BE USED IN CONJUNCTION WITH A NON_À/BS STRUCTURE, I\,18S REFERS TO
THAT AS A "CO¡/PONENTS WITH ENGINEERING.'' THIS SIMPLY N/EANS THAT MBS
SHALL CALCULATE THE QUANTITIES AND LENGTHS FOR THE MATERIAL REQUIRED.
MBS IS PERFORMING NO ENGINEERING STUDY OF THE EXISTING STRUCTURE.
THE ENGINEER OF RECORD ON THE PROJICT SHALL BE RESPONSIBLE FOR
COORDINATING THE CFR ROOF SYSTEIVI WITH THE OTHER TRADES OF THE
PROJEC]- TO INSURE A SAFE, QUALITY AND PROPER APPLICATION OF THE ROOF
SYSTEM.
4.2 DIAPHRAGM4.2.1 THE MBS ROOF IS DESIGNED TO ACCOMMODATE THTRMAL
AND CONTRACTION AND WLL NOT ACT AS A DIAPHRAGM FOR RESISTING LATERAL
LOAD FORCES OR PROVIDING LATERAL STABILITY TO THE ROOF SÏRUCTURAL
MEMBERS- DUE CONSIDERATION FOR THIS NIUST BE ADDRESSED BY ÏHE
PROJECT ENGINEER OF RECORD. IN ADDITION, THE CFR ROOF, BECAUSE IT IS
DESIGNED TO FLOAT, WILL NOT SUPPORT STRUCTURAL MEMBERS LATERALLY.
WHEN REPLACING AN EXISTING SCREWDOWN ROOF, ADDITIONAL BRACING MAY BE
REQUIRED TO LATERALLY SUPPORT THE MEMBERS. ENGINEERING AND IVIATERIAL
FOR THESE USES SHALL NOT BE PROVIDED BY IVIBS.
4.3 CUP FASTENING REQUIREMENTS
4.3.1 REFER TO PART II, ''DESIGN AND PERFORI\¡ANCI CRITERIA,' FOR CFR
ROOF PANEL CLIP FASTENINC REQUIREMENTS.
4.3.2 FIELD DRILLING AT LAPPED OR NESTED PURLIN CONDITIONS N¡AY BE
REQUIRED FOR STRUCTURAL FASTENERS
1.4.2 THE ERECTOR OF THE CFR ROOF SYSTEN,I SHALL EXERCISÊ GREAT
CARE AND ATTENTION TO THE DETAILS AS SHOWN ON THESE DRAWINGS AND IN
THE CFR ERECTION À/ANUAL TO INSURE A SECURE AND PROPER FIT OF ALL
COMPONTNIS. MBS SHALL NOT BE RESPONSIBLE FOR SUPERVISING AND/OR
COORDINAÎINC THE ERECTION OF THE CFR ROOF SYSTEN/ WITH OTHER TRADES.,I.4.3 DUE CONSIDERATION MUST BE GIVEN BY THE ERECTOR TO THE
EFFECTS OF THERMAL EXPANSION AND CONTRACTION WHEN ERECTINC A ROOF
TIE_IN TO AN EXISTING STRUCTURE TO INSURE A SAFE, SECURE, WEATHERTIGHT
CONDITION, FTASHING FOR TIE-INS TO EXISÌING BUILDINGS IS ryPICALLY NOT
INCLUDED AS PART OF THI NIATERIAL PROVIDED BY MBS BUILDING SYSILMS.
REFER TO IHE SECTIONS/DETAILS FOR SPTCIFIC MATERIALS PROVIDED BY MBS.
1.5 flELO CUTTING OF PANELS
1.5.1 WHEN FIELD CUTTING OR N,IITERING CFR ROOT PANILS,
NON_ABRASIVE CUTTING TOOLS SUCH AS NIBBLERS OR TIN_SNIPS SHALL BE
USED. ABRASIVE CUTTING TOOLS SUCH AS I,IECHANICAL GRINDERS, SAWS,
SHEARS OR SCISSORS CAN DAMAGE THE GALVALUME FINISH AND CREATE
EXCESS METAL SHAVINCS THAT CAN CORRODE THE PANELS. THE USE OF
NON_APPROVED CUTTING DEVICES MAY VOID YOUR FACTORY WARRANTY.
II. DESIGN AND PERFORMANCE CRITERIA
2.1 ROOF SYSTEM2.1.'I THE CFR ROOF SYSTEN' CONSISTS OF 24 GAUGE PANELS WTH A
NOMINAL COVERAGE OF 2,_O" AND A PANEL SEA¡i THAT IS BETWEEN 3 1/2,,
AND 4 1/2,'HIGH DEPENDING ON CLIP TYPE USED. REFER TO THE DII'AILS
AND SECTIONS FOR SPECIFIC PANEL CLIP TYPE.
2.2 PANEL CLIP SPACING
2.2.1 THE CFR ROOF SYSTEI¡ USES A CLIP TO ATTACH -THE PANELS TO
THE ROOF SECONDARY MEIVBERS. PANEL CLIP SPACING REQUIREMENTS ARE
AS FOLLOWS:
FOR CFR ROOF 0N A [/BS BUILDING: CLIPS ARE REQUIRED AT EVERY PURLIN
AND/OR R00F JOrSr.
FOR CFR ROOF ON A NON-MBS BUILDING: MAXlMUlvt CLIP SPACING lS To BE
5,_O'' FOR PURLIN ROOFS AND 5'_ô'' FOR JOIST ROOFS.
2.3 PANEL CLIP FASTENING REOUIREMENTS
2.3.1 MBS STANDARD CLIP FASTENERS ARE DESIGNEO TO FASTEN TO A
STEEL STRUCIURAL MEMBER OF .060" MlNlMUlvi THICKNESS (16 GA.). A
N/INIMUM OF TWO FASTENERS ARE REQUIRED TO ENGAGE THE SÏRUCTURAL
MEMBER AT EVERY PANEL CLIP LOCATION. IN CERTAIN INSTANCES, THREE
FASTENERS MAY BE REQUIRED PER CLIP REQUIRED, LOOK ON CHARÏ AT RIGHT
AND IN THE ERECTION DRAWINGS FOR YOUR SPECIFIC FASTENER
REQUIREMENTS, FASTENER PULLOUT VALUES ARE DEPENDENT UPON PROJECT
LOCATION, SIZE, BUILDING CODE AND LOADING.
2.4 ROOF TOP UNITS ANO CURB SUPPORÎS
2.4.1 THE CFR ROOF SYSTEIV IS ELEVATED ABOVE THE TOP OF THE ROOF
SECONDARY STRUCTURAL MEIVIBERS. THE ROOF CURB SUB-FRAtvllNG lS LEVEL
WITH THE SECONDARY STRUCTURAL À¡EÑ{BERS. REFER TO THE DEÏAILS FOR
PROPER JAN,{B LOCATIONS AND DIMENSIONS.
2,+.2 THE CFR ROOF SYSTEM IS DESIGNED AS A FTOATING SYSTEI\¡.
CURB FRAlvtlNG AND FLASHING MUST BE DESIGNED ACCORDINGLY TO ALLOW
THE CURB SYSTEM TO FLOAT WITH THE CFR ROOF DURING IHERMAL
EXPANSION AND CONIRACIION. ROOF CURBS SHALL NOT SPAN THE RIDGE OF
A BUILDING.
2.5 INSULATON REQUIREMENTS
2.5.1 MBS RECOMN/ENDS THAT INSULATION BE USED IN ALL CFR ROOF
APPLICATIONS TO AVOID PROBLEMS WITH CONDENSATION FORÀ/ING ON THE
UNDERSIDE OF THE SHEETING, THIS ALSO PROVIDES A BUFFER BITWEEN THE
PURLINS AND THE CFR ROOF TO ELIMINATE NOISE AND POSSIBLE DAÑIAGE DUE
TO METAL_TO-NIFIAL CONTACT. N¡BS CAN SUPPLY A NOISE REDUCING FOAM
TAPE FOR USE IN LIMITED APPLICATIONS (CANOPIES, flC.) WHEN INCLUDED AS
PART OF THE ROOF ORDER. REFER TO THE DEIAILS FOR FOAM TAPE
REQUIREN/ENTS.
I. GENERAL ERECTION NOTES
1.,I UNLÔADING AND STORINC
1.1.1 CHECK THE QUANIITIES AND CONDITION OF CFR BUNDLES AND
TRIM CRAIES ON ARRIVAL. NOTE ON THE DELIVÊRY TICKETS ANY SHORTAGES,
DAI/ACE OR DISCRÊPANCIES. N,{BS BUILDINC SYSIEMS SHALL NOT BE LIABLE
FOR DAI\¡AGE OR SHORIAGES WHICH ARE NOT NOTED ON THE DELIVERY
TICKETS
1.1.2 EXTRTMI CARI SIIOULD BE EXERCISED WHEN UNLOADINC AND
HANDLING THE PANEL BUNDLES AND ACCESSORY CRATES-TO PREVENT
DAMACE. THE WEIGHT OF THE PANTL BUNDLT IS PRINTED ON THE BUNDLE
TAG ON THE END OF EACH BUNDLE. IF THE TAG IS NOT ON THË BUNDLE,
YOU MAY CALCUL,ATE THE WEIGH-T OF lHE BUNDLE WITH THE FORMULA:
(Q'l-Y. oF PANELS X BUNDLE LENGTH X 2.5lbs. PER FO01)
1.1.3 BUNDLES UP TO 25 FEET LONG CAN BE LIFTED WITH A
FORKLIFT. BUNDLES OVER 25 FEET IN LENGIH SHALL BE LIFTED WITH A
CRANE UT¡LIZING A SPREADER BAR WIÌH 4 INCH MINIMUM WIDTH NYLON
STRAPS. STRAPS SHOULD BE 15 TO 20 FEET APART. TO AVOID DAMAGE TO
THE PANELS, STEEL CABLES, CHAINS OR CHOKERS SHALL NOT BE USED.
1.1.4 THE CFR PANTLS AND ACCESSORIES SHALL BE STORED ON HIGH
GROUND, SLOPED TO DRAIN AND TARPED TO PROTECT FROÀ/ MOISTURT
FORN,{ATION. THE TARP SHOULD BE OPEN AT IACH END TO ALLOW
CONSISTINT AIR FLOW THROUGH THE BUNDLES. THE RECOMIVIENDED
PROCEDURES ARE OUTLINED ¡N THE CFR ERECTION MANUAL. MBS WILL NOT
BE HELD RESPONSIBLE FOR DA¡/AGE OR DISCOLORATION OF PANELS CAUSED
BY IMPROPER STORAGE.
1.2 ERECTION SEQUENCE
1.2.1 ]'HE CFR ROOF SYSTEM IS DESIGNED TO BE ERECTED FROM
EITHER END OF THE BUILDING. IN RARE CASES, DUE TO THE BUILDING LAYOUT,
IT MAY BE REQUIRED TO START ERECTION FROM A SPECIFIC TND. IN ÏHOSE
CASES, THIS WILL BE NOTED AS SUCH ON THE ROOF SHEETINC PLAN.
1.2.2 FULL_WIDTH PANELS ARE PROVIDED AS THE START PANELS AND
NEED TO BE FIELD CUT TO THE PROPER WIDTH. THIS MAY CAUSE THE RIBS
TO BE OUT OF ALIGNMENT ACROSS THE RIDGE. THIS IS NORMAL PRACTICE FOR
THE CFR ROOF SYSTEM AND DOES NOT AFFECT THE PERFORIVANCE OF THE
ROOF SYSTEM. PLEASE CHECK THE ROOF SHEETING PLAN AND DFIAILS FOR
DIMENSIONS OF START PANELS PRIOR IO LRLCIING IHL ROOF,
1.2.3 FOR BUILDINGS WllH ROOF TRANSLUCENT PANELS: lN ORDER TO
ALIGN THE TRANSLUCENT PANELS ACROSS THE RIDGE, IT IS SUGGESTED TO
ERECI THE ROOF PANELS ON BOTH SIDES OF THE RIDGE FROiú THE SAI¿IE
END OF THE BUILDING - UTILIZING THE SAME WIDTH START PANEL. PANEL
RUNS WITH TRANSLUCENT PANELS HAVE BEEN PLACED AS SPECIFIED IN ÏHE
ORDER DOCUT\¡ENTS.
1.3 COORDINATION WI'I-H OTHER TRADES
1.3.1 SUPPORTS FOR THE CFR ROOF SYSTEN/ SHALL BE PROVIDED AND
ARE REQUIRED AS SHOWN IN THE SECTIONS AND AS NOIED IN THESE
SPECIFICATIONS. ALL NECESSARY CLEARANCE DIMENSIONS FOR PROPER
ELEVATIONS RELATIVE TO THE ROOF PANELS HAVE BEEN SHOWN. THE ERECTOR
SHALL BE RESPONSIBLE FOR COORDINATING THISI DIMENSIONAL REQUIREMENTS
WITH OTHER TRADES ASSOCIATED WITH THE BUILDING ROOF SYSTEM.
1.4 ERECÏION CARE1.4.1 THE ERECTOR lvlUST BE SKILLID lN THE ERECTION OF MEÏAL
BUILDING SYSTEN/S AND IS RESPONSIBLE FOR CO[/PLYING WITH ALL APPLICABLE
LOCAL, FEDERAL AND STATE CONSTRUCTION AND SAFETY REGULATIONS
INCLUDING OSHA REGULATIONS AS WELL AS ANY APPLICABLE REQUIREI\.IENTS OF
LOCAL, NATIONAL OR INTERNATIONAL UNION RULES OR PRACTICES. THE
ERECTOR RTMAINS SOLELY RESPONSIBLE FOR THE SAFEÎY AND
APPROPRIATENTSS OF ALL TECHNIQUES AND METHODS UTILIZED BY IÏS CREWS
IN THE ERECTION OF THE METAL BUILDING SYSTTM AND/OR THE CFR ROOF
SYSTEM. THE ERECTOR IS ALSO RESPONSIBLE FOR SUPPLYING ANY SAFEÏY
DEVICES SUCH AS SCAFFOLDS, RUNWAYS, NfrS, ETC. WHICH lviAY BE REQUIRED
TO SAFELY ERECT THE À/ETAL BUILDING SYSTEIú AND/OR CFR ROOF SYSTEM.
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SPECIAL CONDITON AT A COLD-FORMED BOX BEAMCFR EAVE PLATE DE-TALSTANDARD FASTENER SCHEDULEROOF SHEFNNG ERECTOR NOTES
H1042
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1.) THE ROOF SHEEI-ING PLAN IS SHOWN WITH THE ROOF PANELS BEING
ERECTED FROM ,'LEFT_TO-RIGHT". IF THE DESIRE IS TO ERECT ÏHE ROOF
PANELS FROM ,,LEFT-TO-RIGHT", FOLLOW THE ROOF SHEETING PLAN AS
SHOWN. IF THE DESIRE IS TO ERECT ]HE ROOF PANELS FROM
"RIGHT-TO-LEFT", FOLLOW THE INSTRUCTIONS SHOWN BELOW.
2.) WHEN SETTING BUNDLES OF PANELS ON THE ROOF, THE ,'MALE RIB"
MÚST ALWAYS BE AWAY FROM THE ENO OF'IHE BUILDING WHERE THE
SHEEflNG WILL BEGIN.
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IF THIS PROJECT HAS A COLD-FORMED BOX BEAM:
1) AT THE LOW EAVE, DO-NqT ATTACH ROOF CLIPS TO THE BOX BEAM.
2) AT A SBIILIJNE (AOJACENT TO A PURLIN), DO_NOT ATTACH ROOF CLIPS TO
THE BOX BEAM. (NOTE: THE STRUT LINE COULD BE AT THE HIGH EAVE)'
3) AT THE HIGH EAVE. THAT IS NOT ADJACENT TO A PURLIN, DO ATTACH ROOF
CLIPS TO THE BOX BEAM.
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ATTACH ROOF CLIPS TO THE ''SECOND" PURLIN.
EAVE BEAM AT HIGH EAVE
PURUN SECOND
EAVE BEAM LOW EAVE
EA\E PI.AÏE iU[PnJRtr) RÅ¡G TRIIT
AT S}IORT CIJPS
PART #EAVT 1RIM DEÍAIL PART J EAVE TRIM DETAIL
EPAO3 SIMPTT EAVE OR EAVE GUÏIER EPBO3 SIMPI.E EAVE OR EAVE GUITER
EPDOl LOlv EAVE ÐfiENSION EPEOl LOW EAVE ENENSION
EPDEPT _SCUIPnJRED EAVE EPE SCUI.PruRED EA\E
SMPI'E EA\E &
AT AT TAT CUPS
PART #ROOF SLOPE PART #ROOF SLOPE
EPAOS < 0R = 4:12 EPBO3 < 0R = 4:12
EPDOl > 4:12, < 0R = 11:12 EPEOl > 4t12, < 0R = 11:12
EPDO2 12:12 EPEO2 12:12
EAVE MEMBER VARIESCFR ROOF (Nor sHowN)
WALL S'IEEL LINE
EAVE PLATE(9'-O" LONG)
OR
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11
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ORIGINAL LAYOUT
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1¡ALE R|ES' +
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PANELS 180'
(RIGHT_TO-LEFT)
-
'M¡{,-E RtBs'
oNt NS
CFR ERECTION MANUAL WALL SHEEÍING ERECTION MANUAL QUICK REFERENCE:
SECTON(S)DESCRIPTON
1ô.4 EAVE PTATE INSTRUCTIONS
10.6 rNsur ÂroN ïF-ôFF |NSTRUCT|ONS
10.8: 10.9 ANGLE INSTRUCTIONS
1 1.3
161: 16.?LOW EAVE FLASH INS]RUIIIONS
êt n-rFR tNqlRt tcTlôNs1 6.3- 1 6-5: 1 6.7
SECTION(S)DESCRIPTION
WALL FASIENER REOUIREMENTS
o INSTRUCTIONS
CFR ERECTION QUICK REFERENCE:WALL SHEETING ERECTON MANUAL QUICK REFERENCE:
SECTION(S)DESCRIPÏON
WÀLL FASTENER REOUIREMENTS
SECTION(S)DESCRIPTION
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TAPE MASTIC H3640
REFERERENCE ERECTION MANUAL
FOR PANEL SEALING REQUIREMENTSH264O GUTTER HANGER at2'-0" o.c.5 1/+"(8) H1030 rN PANEL FLAT ONLY,
2 1/2" O.C. Mþù<.(4) H1o5o PER
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REFERENCE EAVE PLATE INSTRUCTIONS IN MANUAL
EAVE PLATE EPAOS
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MASTIC
TAPE
H3001
EAVE STRUT SHOWN, MEMBER
VARIES (REFERENCE THE SECONDARY
LOW EAVE MEMBER OPTON DEI"AIL
FOR AL]ERNATE MEMBERS)GUTTER GTA--
H1047 @ 12" O.C.
EAVE FLASH LEAOI WALL PANEL
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,,CFR,, ROOF
SEE WALL SHEEnNG ERECÎON NOTES FOR WALL PANEL FASTENER LOCATIONS ED6O 0
-NqILL: KEEP FASTENER A MINIMUM oF
2" AWAY FROM ANY RAKE CLIP. DO NOT
FASTEN THROUGH RAKE CLIP.
FASTENER MAY BE REMOVED JUSÏ
BEFORE INSTALLATION OF RAKE TRIM IE
INTERFERING WITH TRIM.
DIM Q p¡¡¡EL nrs
(SEE PLAN)
3/4" ÌAPE MASTTC HJ000
BETVIEEN ''CFR" ROOF A RAKE
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H1030 AT 4" O.C. (SEE NoTE 1)
2 1/4" TAPE MASTC H3o2o
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IMPORTANT NOTE: THE INSTRUCTIONS ON
THE PAGE ONLY ADDRESS THE USE OF THE
HAND CRIMPING TOOLS. THE INSTRUCTIONS
FOR MECHANICAL SEAMING, IF REQUIRED,
ARE OUTLINED IN THE CFR SEAMING
MANUAL, WHICH IS INCLUDED WITH THE
MECHANICAL SEAMER KIT.
SPECIALIZED SEAMING AND HAND CRIMPING TOOLS
The finished seom of the CFR roof ponels requires speciol seoming
tools thot ore ovoiloble only through NBS.
CAUTION: The use of other seoming/crimping equipment will result
in foulty ond/or domoged seoms ond sholl involidote the roof
system's moteriol ond weothertightness worronties.
SEAMING TOOL SOURCE
The seoming tools ore provided by NBS ìn occordonce with the
terms ond condit¡ons of the NBS controct documents. Contoct the
NBS Quol¡ty Serv¡ce Representìve to orronge schedul¡ng, delivery
ond retum of the seominq tools OR to purchose other roof occessory
tools (crimpers, modulority tools ond cloinPs.)
IMPôRTANT: lt shqll be tho erector's respons¡bility to opply the Nucor Roll LockTM
hond c¡¡mping mêthod ¡n such o woy os to cnsure thot the Pon.ls hove bcen
odequotely secured until mechonicol seominq con occur.
MANUAL CRIMPING TOOL OPERAÏON
Stotionory
Hondle
Stotionory
Hondle
operotinq GENERAL OPERAÏON
Hondle ot
Open
Position
ndle
Ponel
Seom
STEP 1
Stotionory
Hondle ot
Horizontol
Position
STEP 2
Set tool
flush on top
of seom
ry
Hondle
roting
SECTION A SECTION B
NOMENCLATURE
The deto¡l obove identifìes the operotionol ports of the Roll
LockÆse Lock Crimping Tool. Th¡s cr¡mp¡ng tool is shôwn for the
monuolly producing the Roll Lock Seom.
TOOL ORIENTATION & FORMING THE SEAM
Orient the tool to fit correctly onto the roof ponel seom os
shown in Sec A obove.
When the tool is correctly positioned on the ponel, push the
stotionory blode solidly ogoinst the top of the seom. While
holding the stotionory hondle in the horizontol position, rotote
the operoting hondle down to the horizontol pos¡tion.
XOIE The detoil shows o short hondled crímping tool, the tool
you receive moy be the stond-up type crimper, w¡th either tool
the orientotion on the seom is the some.
Operoting
Hondle
CFR SFAM TYPES
The NBS CFR roof system hos three seom type options. The
project design ond performonce requiremenls govern which seom
type is required. Different seom types moy be required on specific
oreos of the roof. ln oll ccses, refer to the Roof Seom¡ng Plon in
erection drowings set to determine the required seom type ond
locotions.
NUCOR ROLL LOCKTM SEAM
Crimped
w¡th
Monuol
Ponel Ponel
Clip
Tool
A Lor Eovê, fidqc, Ponel CliÞs, & Endl@s Betreon Pond Cfips
The "Roll Lock" Seom requires the roof ponels be crimped with
the hond cr¡mping toô{ ot the ponel cl¡ps, the eove, the high
side of the roof pqnels, ond the end lops. The Motorized
Seoming Mochine js--nqt required for this seom type.
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NUCOR VISE LOCK@ SEAM
Ponel
Clip
Ponel
The Vìse Lock seom con be ochieved by two d¡fferent methods:
1, Continuolly hond crimping the seom with the Vise LÕck Hond
Crimper.2. Mechonicolly seoming with o Vise Lock Seoming Mochine.
Refer to the CFR SFÁMING MANUAL for specific motorized seoming
instructions. This monuol is included in the Motorized Seomer Kit.
NUCOR VISE LOCK 36@ SEAM
Ponel Ponel
Clip
The Vise Lock 360 seom cqn be ochieved by three different methods:'1. Cont¡nuolly hond cr¡mp¡ng the seom w¡th the Vise Lock J60 Hond
Crimper. Seom needs to be hond crimped or seomed into o Vìse
Lock Seom prigr to using the Vse Lock 360 crimper. This crimper
is o buy-out tool ond is used to hond crimp smoll êdge ond
corner zones.
2. Utilizing o two poss (seporote seomers) seomer method. Meonlng
the first poss seomer would be o V¡se Lock Seomer ond the
second seomer would be o V¡se Lock 360 Seomer.
3. Utilizing o Single directionol Vise Lock 3ô0 Seomer.
Refer to the CFR SEAMING MANUAL for specific motorized seoming
instructions. ThÌs monuol is included in the Motorized Seomer Kit.
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cFR CRIMPING/SEAMING
REOUIREMENTS
THE DESÍGN OF THIS STRUCTURE REOUIRES THAT
lHE FOLLOWING SEAMING METHOD BE UTILIZED:
1)E NUCOR ROLL LOCKTM sr¡r,r (sEE NorE t AND 2 Eel-ow)
2þ MODIFIED NUCOR ROLL LOCKTM seo¡ (sEE oErAL oN
ForrorvtNG sHEEt)
3F NUCOR VISE LOCK@ sEA{(sEE NotE r, 2 AND r BÊLow)
4F NUCOR VISE LOCK 360(teru (sEE NorE 2 A¡lD 3 EELorv)
NOTE 1: ADDITIONAL SEAMING MAY BE NECESSARY AS SPECIFIED
BY THE BUILDER.
NOTE 2: MULTIPLE SEAMING ryPES MAY BE REQUIRLD. RLVILW THÊ.
ROOF SEAMING PLAN CAREFULLY FOR SEAMING REQUIREMENTS.
NOTE 3: NOT ALL ROOF SYSTÊMS REQUIRE MECHANICAL SEAMING.
THE BUYER, OWNER, OR ARCHITECT MAY ELECT TO SPECIFI A
MECHANICALLY SEAMED PANEL. OFTEN, FACTORY MUTUAL RATINGS
ALSO REQUIRE A VL36O MECHANICAL SEAMER.
SEE THE CFR SEAMING MANUAL FOR IMPORTANT ERECTOR INFO
ABOUT VISE LOCK 360 SÊqMER REOUIREMENTS.
WHEN TO CRTMP/SEAM
As work prcgress's, ¡t shqll be the €rector's resPonsibllity to opPly the Nucor Roll Loc{r
hond crimping method ¡n such o wdy os to ensure thot the Ponels hqve been
odequotely secured unt¡l mechdnicof seoming con occun
Whenever possible, the ¡nstolled roof ponels should be mechonicolly seomed os work
progress's OR ot the complet¡on of eoch doy's work. lf h¡gh w¡nds or
roin/snow cond¡tions qrê imm¡ncnct, the instqllcd roof poncls must be sæmed
before such conditions occun
Refer to thê project erection drqw¡ng Roof Seoming Plon ond/or Detoil poges
to determine whot seom¡ng option is requlred. Thê obov€ dstoll conveys the
MINIMUM seom¡ng rcquiremcnts boscd upon thê dcsign of the Prcjcct. Add¡tionol
seom¡ng moy be nêcæeory os spec¡f¡ed by the builden NOlÊ: mult¡ple sæming
types moy be requír€d on o project, rev¡er th6 Roof S€oming Plon qnd d€toì16
corefully.
STA1ìONARY
HANDLE
PIVIOT POINT
PUSH ROD
HANDLE
(cLosED
POSrïON)
PUSH ROD
PIVIOT
STAIIONARY SHOE STATIONARY SHOE
CLOSEDOPÊN
CRIMPINC
-rNSTEP 1 UN-CRIMPEO SIEP 2 - CRIMPED
MAI.IUAL CRIMPING WITTI THE
STAI.ID-UP VISE LOCK CRIMPER
The Monuol Crimping procedure for th¡s stond-up Vise Lock crimper
is the some procedure os the smoll VÌse Lock hond crimper. This
cr¡mper could be used in conjunction with the stond-up
V¡se Lock 560 crimper. Cont¡nunolly crimping with this cr¡mper will
result in o Vise Lock Seom.
TOOL OPERAÏON
STEP 1 wiih the hondle in the upword posit¡on, ploce the VL
crimper on ponel rib. Moke sure the crimper heod is completely
down on the top of the ponel r¡b before crimp¡ng. lmprapel
olocement of crimper on the pónel moy result in ponel ond/or
crimoer domoge.
STEP 2 Push down on the hondle unt¡l ¡t stops. Releose qnd
move the crimper opproximently 4" ond repeot step /11 (os needed).
STATIONARY
PIVIOT POINT
PUSH ROO
PUSH ROD
FRAME
PMOT POINT
STAÏONARY SHOE STAÎONARY SHOE
CRIMPING JAW OPEN
/T\-
STEP I ROLL LOCKED/
TISFTıCK-CRII¡PED*
MANUAL CRIMPING WITH ÏI{E
STAND-UP VISE LOCK 360 CRIMPER
The Monuol Crimping procedure for the stond-up Vse Lock 360
crimper is the some procedure os the smoll Vise Lock 360 hond
crimper. This crimper ¡s des¡gned to be used in conjunction w¡th
the stond-up Vise Lock crimper 0R seomer. Continunofly crimping
with this crimper w¡ll result in o V¡se Lock J60 Seom.
]OOL-OPEßAIION
Step 1 After the oreo hos been completely seomed or crimped
to form the VISE LoCK SEAM, ploce the VISE LOCK 360 crimper
over the oreo with the hondle in the upword posìtion.
5teL2 Push the hondle down until ¡t stops. Releose hondle ond
move the cr¡mper opproximently 4", repeot step #1.
IMPORTANT: lf the J60 tool does not form the VISE LOCK 360
seom correctly, then stop ond check the seom to see if you
hove o good contiuous VISE LOCK SEAM. lf not, then
re-crimp/seom the oreo with the proper VISE LOCK tool.
STEP 2 VISE LOCK 360 CRIMPED
e
¡PIE DO NOT USE THE MSE LOCK 360 CRIMPER FOR TEMPORARY CRIMPING
MANUAL CRIMPING AT EAVE, ENDLAP,
AT EAVE or
RIDGE END of
ROOF PANEL
Eove or
Ridge
End of
Roof
Poñel
12"
Tool Crimping Tool
AT CUPS
Cl¡p
(Under Roof
Ponels)
CHECK PANEL ASSEMBLY
[:t',17\" "''o [".rn"1\" "''o
Conect __Uery- .
sDLtaP-Bf=lJE (rol.e seomed'
Before seoming ond/or crimping, inspect the full length of eoch
roof ponel side lop. Check thot the lip ot the ponel's mole
edge is enclosed by the hoôk of the odjocent ponel's femole
edge, os shown in the deto¡l obove. Any cond¡tions tvhere the
mole lip is not positioned inside of the femole hook must be
corrected before ottempting to seom/crimp the roof ponels.
CAUION: Folse seominq moy occur where the femole lip does
not hook the roof ponel's mole edge. Folse seomed roof ponels
connot provide their d€signed wind lood ond weother resistonce.
CUP AUGNMENT
Before seoming ond or crimping, check thot êoch roof Ponel
clip ¡s properly seoted in the roof side loP ossembly. Any
disploced clips must be corrected before ottempting to seom
the roof ponels.
CAUTON: Ponel clips thot ore not properly oligned con couse
foulty seoming/crimp¡ng ond objectionobfe seom oPpeoronce.
SFÁM DAMAGE
Before seoming, check thot the mole ond femole edges do not
hove kinks or other distortions. Any such d¡stort¡ons must be
corrected before ottempting to seom the roof ponels.
o
Õ@
AT ENDLAPS Crimp¡ng Tool
Roof PonelEnd Lqp
SIEP 1
end of
Ponel sltP 2
Cr¡mping ïool
Ponel
Lop
TOOL POSITION AT THE END OF THE ROOF PANEL When hond
cr¡mping ot the eove or ridge end of the roof ponel, crimp ponel
o lull 12" up from the eove ond down from the ridge.
ToOL POSITON AT PANEL CLIPS when crimp¡ng ot o ponel clip
locotion, center the tool over the ponel clip ond crimp thot oreo,
os shown in Detoil obove.
TOOL POSITION AT AN END LAP When crimping ot on end lop,
@twosteps.
STEP 1 Center the end of the crimp¡ng tool over the end lop
ond seom thot oreo.
STEP 2 Position the end of the crimping tool 3" from the êdge
of the end lop ond seom thot oreo to ensure thot the ponel
clip ot this locotion ¡s olso cr¡mped.
!!
ED
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SEE ERECTION MANUALS FOR FURTHER INSTALLATION INSTRUCTIONS
CFR ERECTION MANUAL QUICK WALL SHEFNNG ERECTION MANUAL QUICK REFERENCE:
sEcroN(s)
10.4
DESCRIPTON
10.6 INSIII ATIÔN TIF-'}FF INSTRIJCTIONS
'to 8:'I O-9 RAKE CLIPIRAKE ANGLE INSTRUCIIONS
113 VÔID CI OSIJRF,/SFAI ANT
1 6-1: 1 6-2 LOW EAVE FLASH INSTRUCTIONS
16.3-f6.5: 16.7 llI ITTFR tNSTRt tciflnNs
SECTION(S)DESCRIPTION
WALL FASTENER REOUIREMENTS
SEE ERECTION MANUALS FOR FURTHER INSTALLATION INSTRUCTIONS
CFR ERECTION MANUAL QUICK REFERENCE:WALL MANUAL QUICK REFERENCE:
SECTION(S)DESCRIPTION
1O-5:1O.6 IINDtrRSTANNING RAKF CI IPIANCI F INSTRIJCTIONS
1O.8:10-9 RAKF CI IP,/RAKÊ ANGI F INSTAI I MFNT INSTRUCTIONS
10.12 FINÁL PRE-PANEL INSTRUCTIONS
11 ?-11 I ôtrQ CTÄÞT PÀNtrI tNqTPilaTtnNc
166-1Â9 RÂI¿F TRIM INSTRI ICTIÔNç
SECTON(S)DESCRIPÏON
7 WALL FASTENER REQUIREMENTS
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PANEL VOID CLOSURE H263O
wrTH (1) H1030 8" PRECUT
TAPE MASÎIC H3640
REFERERENCE ERECTION MANUAL
FOR PANEL SEATING REQUIREMENTSH264O GUTTER HANGER
$_2'-0" o.c.5 t/+"(8) H1O3O IN PANEL FLAT ONLT
2 1/2" O.C. Mtx.(4) Hlo5o PER
PANEL SPACEO
EQUALLY
H1050
8" PRECUT TAPE MASTIC H3640
(BTNVEEN BRACKET AND PANEL,
DIRECTLY UNDER FASTENERS) SHOWN
NEAR SIDE
1 /2"
H301
TAPE MASTIC
0 Å
\."
I;ffitt/2"
H1 050
L
o-o¡-
H1O2O 12" O.C. AND H1O2O/H:220O 't2" O.C.
REFERENCE EAVE PLATE INSTRUCTIONS IN MANUAL
EAVE PLATE EPAO3o
cots
L--
1 1/2" TAPE
MASTTC H3001
GUTÏER GTA.-
FAVE STRUÏ SHOWN, MEMBER
VARIES (REFERENCE THE SECONDARY
LOW FAVE MEMBER OPTION DETAL
FOR ALTERNATE MEMBERS)
H1047 <Ð 12" O.C.
EAVE FLASH LFAO1 WALL PANEL
o
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FAVE GUTTER DETAL
"CFR,, ROOF
SEE WALL SHEEflNG ERECTION NO]ES FOR WALL PANEL FASTENER LOCATIONS 0
-NqIEl: KEEP FASTENER A MINTMUM 0F
2, AWAY FROM ANY RAKE CLIP. DO NOT
FASTEN THROUGH RAKE CLIP.
FASTENER MAY BE REMOVED JUST
BEFORE INSTALLATION OF RAKE TRIM ]F
INTERFERING WITH TRIM.
START DIM.Q p¡Ner Rre
(SEE PLAN)
3/4" TAPE MASTTC HJo00
BETWEEN ,,CFR" ROOF & RAKE
ANGLE
H1030 AT 4" O.C. (SEE NoTE 1)
2 1/+" TAPE MASTTC H3020
BETWEEN TRIM & "CFR" ROOF
TEMPORARY FASTENER RAKE ANGLEH1020 (24" O.C.)
(SEE NOTE 1)TÉ
ôzo(-)Utn
L
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START,/FINISH PANEL
RAKE ANGLE
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MARO2
ROOF
RAKE ÏRIM
RTA*
1/2" oR 1 1/2"
VARIES
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RAKE ANGLE CLIP
H2041 (SHORT)
H2051 (TALL)
RAKE ANGLE (2) FASTENERS PER CLIP
H1O2O AT PURLIN
H1O7O AT JOIST
H1047
(12" o.c.)
(1) FASTENER AT F¡CH SUPPORT
RAKE TRIM
REÍAINER RRAO.I
H1O2O AT PURLIN
H1O7O AT JOIST
RAKE ANGLE MAROI
WALL PANEL OUÏSIDE PANEL CLOSURE
H34OO O ''CLASSIC PANEL"
H3410 (Ð REVERSE'CLASSIC PANEL"
H3420 @'ACCENT PANEL,,o
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SCULPTURED RAKE DETAL
"CFR" ROOF
SEE WALL SHEETING ERECTION NOTES FOR WALL PANEL FASTENER LOCATIONS @Ð
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STANDARD FASTENER SCHEDULE
P LIAS t R tTtR TO
TIit ROOT AND
WALL SHTTTII\G
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MAt\ UALS TO R
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Hl035 sEr-F-DRrLuNc SCRErvl Hl05O SELF-DRTUJNC SCREvt
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s/r6' HEÂD| s/r6' HF¡o
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GROMMÊT FASÍ€I,IET
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ERECTOR NOTE:
DO NOT USE FASTENERS AT
RIDGE CAP LAPS. DOING SO
WILL NOT ALLOW THE RIDGE
CAP TO EXPAND AND
CONTRACT AS DESIGNED.
DO NOT LAP THE RIDGE CAP
AT A PANEL RIB.J J
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NOTE: FILL RIDGE CAP VolD WTH INSULATTON
lr)oo(o()
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AT LAPS AS
MK. H3001
PROFILE BEND MK. H3151
TUBÊ CAULK O
SEE CHART
RIDGE CAP
END OAM
MK. H2600
TUBE CAULK I\,4K. H3151,
PLACE AS 5HÛWl!, ALSÙ
CAULK ACROSS THE RIDGE
CAP ANO END DAM MASTIC
1 1/2"
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SEI.F-TAPPIN6 H1042
3/6'
(cooF
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12-1+ x
5/16'
(S"'*zo
H1O7O SELF-DRil.!NO scREu
-
12-21 x 1 1/2' rcpa
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DRII.IJNG CAPACI|Y
HFID
12-
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6'5/1
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TCPS FLAT TOP
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BUNO POP RIVEI
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5/16"
H1 035 SELF-DRTLUNG
12-1+ x
5/16'
H1110 3/8'' ST INI"ESS
GROMMET FAS]ENEF
w
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SEI¡-DRILUNGH1 060
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@ 12-14 x 1" TCPI
tvlo rvAsHEf
PHILUPS HEAT
srr rnrclou unruun
CFR ERECTON WALL SHEETING ERECTON MANUAL REFERENCE:
SECTON(S)DESCRIPTION
1f)-5:1t).6 UNDERSTANDING RAKE CLIP/ANCLE INSTRUCÎONS
10.8:1O-9 ÞÂkF nt tp,/RÂktr ÀNnt tr tNcTÂrr MtrNT rNçTÞilnrrôNc
14.12 FINAI PRF-PANFI INçTRIICTIôNq
11.2-11.4 CFR STÂRT PANFI INçTRIICÎINNq
16.12-16.13 RAKF PARAPFT TRIM INSTRIICTIONS
SECTION(S)DESCRIPTION
7 WALL FAS]ENER REQUIREMENTS
NOTES:
ALWAYS BEGIN THE RAKE PARAPET TRIM INSTALLATON STARTNG AT THE LOW EAVE AND WORK
TOWARD THE HIGH FAVE OR RIOGE.
THE RAKE PARAPET TRIM fs DESIGNED TO HAVE "PoSÍTIVE DRAINAGE, oNTo THE RooF. ]HIS
IS TO HELP ALLEVIATE THE POSSIBILITY OF WATER PONDING ON THE TRIM. SEE DETAL'A'
BELOW.
FASTEN THE RAKE PARAPET TRÍM TO THE ROOF PANEL AT 4" ON CENTER, MAKING SURE
THAT NO FASTENERS HIT ANY OF TI{E RAKE CUP LOCATIONS. KEEP FASTENER A MINIMUM
OF 2" AWAY FROM ANY RAKE CLIP.
REFER TO THE CFR ERECTON MANUAL FOR ADDITIONAL TRIM LAP INFORMATION ANO OETAILS.
-
WALL PANEL
WALL PANEL FASTENER. JMEAEIÁNLNqIEi THIS FASTENER CANNOT
PENETRATE THE RAKE PARAPET TRIM. INSTALL IN LOCATON SHOWN
TO ALLOW THE RAKE PARAPET TRIM TO MOVE WITH THE EXPANSION
AND CONTRACTION OF ÏHE ROOF PANEL.
MASTIC BETWEEN 'IRIM AND RAKE ANGLE
INSIDE RUBBER CLOSURE WTH MASTC TOP ANO BOTTOM
16 GAUGE RAKE PARAPEÍ ANGLE (L.L.V.)
RAKE PARAPET TRIM.JMIPBIANLNQIELTHIS rRlM ls DESIGNED
WITH A 95' BEND AS SHOWN TO ALLOW "POSITIVE DRAINAGE"
ONÏO ÏHE ROOF PANEL.
DFTAL ,h"
INSIOE PANEL CLOSURE
X *WALL H3410 @
H3400 @
H3430 @wÍrï 3/4
TOP AND
,,CLASSIC PANEL"
REVERSE "CLASSIC PANEL"
"ACCENT PANEL"
TAPE MASTIC HSOOO
BOTTOM
oF
¿
@
RAKE PARAPET TRIM RPAO1
MASTIC
3/+" ÏAPE MASTTC H3000
BETWEEN "CFR" ROOF & RAKE ANGLE
Hl0J0 (4' O.C.)
+* H1020
(24' o.C.)
2 t/+" ÌAPE MASITC H3020
BETI|IEEN TRIM & ''CFR" ROOF
START/FINISH PANEL
"CFR" ROOF
I
1/2" oR 1 1/2"
ÉLI
Lo
d
RAKE ANGLE ANGLE CUP
MARO2 H2041
H2051
(sHoRr)
(TALL)
RAKE ANGLE (2) FASTENERS PER CLIP
MAPOl H1O2O AT PURLIN
H1O7O AT JOIST
(1) FASTENER AT EACH SUPPoRT+AS A STANDARD. PANELS
WILL BE STEPPED AT THE
BASE, IF ROOF SLOPE IS11/2:12. FIELo MITERING
WII-L BE REOUIRED IF ROOF
SLOPE lS >1/2212
OF H1O2O AT PURUN
H1O7O AT JOISTRAKE ANGLE
Q p¡¡¡rr nre
E
o
o
@LU
RAKE PARAPFT DFTAL
"CFR" ROOF
SEE WALL SHEETING ERECTION NOTES FOR WALL PANEL FASTENER LOCATIONS
MINIMUM OF 2"
FROM
A
AWAY
CLIP
x+
wfrHqþ=
s/16''
P LIAS t R tTtR TO
TI]t ROOT AI\D
WALL S I] [tTII\ G
tR tcTto r\
MAN UALS TOR T
rU RTIì tR
ASSTMBLY
II\ STR U CTIC \I S.
LrJFoz
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SECTION(S)DESCRIPTON
1t 5 CFR PANFI SFÀI ÁNT
1 3.8- 1 3.1 0
END OAM INSTALLMENT INSTRUCTIONS CHECK LIST:
2" FIELD NOTCH, HAND CRIMP, PIG TAIL, BACK-UP PLATE,
SFALANTS, ENO DAM, & FILL ALL VOIDS WITH INSULATION
16.20-16.24 RIDGE CAP
srE enrcloru unnun
ERECTION MANUAL REFERENCE:WATL SHEENNG ERECTION MANUAL QUICK REFERENCE:
SECTION(S)DESCRIPÏON
7 WALL FAS'IENER REOUIREMENTS
srr rnrcloN unruun
CFR ERECïON MANUAL OUICK REFERENCE: WALL SHEEÍING ERECTION MANUAL OUICK REFERENCE:
SECTION(S)DESCRIPTION
12.5 CFR PANEL SEALANT
1 3.8- 1 3.1 0
END DAM INSTALLMENT INSTRUCTIONS CHECK LIST;
2,, FIELD NOTCH, HAND CRIMP, PIG TAIL, BACK-UP PLATE,
SEALANTS, END DAM, & FILL ALL VOIDS WTH INSULATION
1 6.14-16.1C HIGH EAVE TRIM INSTALLMENT INSTRUCTIONS
SECTION(S)DESCRIPnON
7 WALL FASIENER REOUIREMENTS
ls
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ERECTOR NOTE: H1020 FASTENERS AT PURLINS/Hl07O FASTENERS AT JOISTS & H22oo INSULATION WASHERS HAVE BEEN
SUPPLIED AT 12" O.C. FOR INSULATION ATTACHMENT AT THE RIDGE. RELO NOTCH PANELS AS NEEDED TO ALLOW FOR
PROPER END OAM FIT UP.
NOTE: FILL RIDCE CAP
VOID WlÏH
INSUL.ATION
Y
DimplesSYMMETRICAL ABOUT
4"
H1020
1 1/2
H3001
FASTENER BACKUP PLATE
H2650" TAPE MASTIC
END DAM
H2600
27" PRE-CUT TAPE
MASTTC H3650 H10s0 FASTENERS (5)
PANEL CLIP
PER PANEL
HlO2O FAS1ENERS
(7) PER PANEL
ROOF PANEL
1 1 t/2"
SECONDARY MEMBER
PA¡¡EL CLIP
FASTENERS
o6o@(JU
RIDGE DEIAIL
RIDGE CAP OPÏONS
ROOF SLOPE MARK NUMBER
s 2112 RGB-
RGD-> 2:12 &, < 4:12
ERECTOR NOTES:
H1O2O SCREWS &, H22OO INSULATION WASHERS HAVE BEEN SUPPLIED AT 12" O.C.
FOR INSULATION ATTACHMENT AT THE HIGH EAVE.
FIELO NOTCH PANELS AS NEEDED ÏO ALLOW FOR PROPER END DAM FIT UP.
4"
H1O5O FASTENERS
(5) PER PANEL
1 1/2" TAPE
MASTIC H3OO1
H1O2O FASTENERS
(7) PER PANEL
27" LONG
PRECUT TAPE
MASTIC H365O
11 4"
H1020
HIGH EAVE FLASH
HEB-_
U
ñ
Lo
ÈoF
END DAM ROOF PANELH2600
BACK-UP PLATE --1"
/'
---¿-
H2650
2 1/2" oR 1 1
CAP TRIM
CTAO2JUz
&
Lo
ÀoF
H1047 PANEL CUP
(r2" o.c.)r SECONDARY
MEMBER
RAKE TRIM
RETANER RRAO1
HIGH FAVE GIRT
SHOWN, MEMBER
VARIES (REFERENCE
ÏHE SECONDARY HIGH
EAVE MEMBER OPTION
DETAIL FOR ALTERNAÏE
MEMBERS)
WALL PANEL
D¡mples
FIELD CUT 2, NOTCH ATtrÂnH FNn nÀr¡ I ñaÂTrôN
@oo
@Tu
SCULPTURED HIGH EAVE DETAL
.CFR" ROOF
SEE WALL SHEETING ERECÎON NOTES FOR WALL PANEL FASTENER LOCATIONS 6006
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5 l_609
L
STANDARD FASTENER SCHEDULE
P LIAS t R [F-ER TO
T¡-] t ROO T AN D
WALL S TJ TTTII\ G
tR tcTto r\
MAN UALS F-O R {
rU RTI] tR
ASS tM E LY
II\ STR U CTIC N S
t!t--
z.
t¡l
Hl000 SErF-TAPPTNG SCREWI
lcooF scREìvllMJ"4ffil
H1o42 **-îi--i.t:"ii
i 1CP3 W/O WASHERffr*5/16' HEAf)
H1070 sELF-DRrruNG sCREll
-
12-21 x 1 l/2' fcPS
w/o wÁsHEF[æ,zil'f;-iff
ÐRIIIING CAPACTTY
H1020 SEr¡-DRU.¡NG scREwl H1045 SEtf-DRltLiNG SCREVI
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x1rl4'TcP3l
-
12-11 x2'
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12-11 x 2'
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H1 1 OO 1/a- x 3/16'
STANLESS St€Er.
BUND POP RIVTI
H 1 O35 SEt.F-oRrLuNG SCRErlrl H 1 O5O SEr.f-DRrrüNC ScRErì
12-1+ x I 1/2'1"-'=- 1/4-11 x 7/A' fCP(þffi* u*
w"l H¡¡m=*...,iH::
srlr6' HEADI 5/16' HEAI
H1 1 10 3/8'r $ANrEsr
GROMMET FASTENEF
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OUÏSIDE CORNER TRIM
MK. H4200
INSIDE CORNER TRIM
MK. H4210
END CLOSURE DilAIL
END CLOSURE MK, H+220
(PO|-AR WHÍTE). APPLY
TUBE CAULK (H3152) ALL
AROUND AND INSERT INTO
ENO OF BSCOÍTRIM AT
FRAMÊD OPENINGS,
wÆfDooRS, ÀN0
Ð(sltNc BUtLDtNcs.\
OUTSIDE CORNER TRIM
MK. H4-ritı--INSIDE CORNER TRIM-----------Ek.H4-']ı-FASTENER KPI È Èr
DOOR wtNDow
STITCH FASTENER : H1061
STRUCTURAL FASTENER : H1047
WITH COLD-FORM
STRUCïURAL FASTENER : Hi070
WITH HOT_ROLLED
OPENING
=))
=
ùo @-ì o
FASTENER GIRT .JAMB ó=o
1/4" L
ünx srr o GIRT JAMB
æ
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F
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3-@
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DOOR wrN DOW
z5d
5
ó
Éo
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zo
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F
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Éo
REVERSE ,,CLASSIC WALL" PANEL
OPENING
.l FLAT oF
ìXAr'/B-mrM OPENING
STRUCTURAL
12" O.C.TRIM
MK- JTA
STRUCTL'RAL FASTENER ÏRIM12" o.c. I_LlNOTE: FIELD TRIM LEG-_-=--J 'l
AS REQUIRED J
MK. JTD tt
æl:r¿.fLJ
Ê
IIn
LÈal--
!
ËFI
ts
I
o
STEP 3
STEP 2
ALTERNATE DETAIL 1 NOTE: RELD CUT PANELS AS REQUIRED
SLIT PANEL 2,'AND
SLIDE ONTO HEAD
TRIM (SEE ABOVE)
STEP 3
WALL PANEL
HEAD TRIM f(D)
t¡J
L¡JF(n
oz
rÈ
oñ ó +
xll
äË igg
TRIM OVERHANG 2"
CAULK FROM EDGE OF
TRIM TO FIRST M¡SJOR RIB
MK. H3152
STEP 4
JAMB TRIM
PANEL
HEADER
HEAD TRIM. MK. HTA--
STEP 1 STRUCTURAL FASTENER
12" O.C. 'ACCENT"
12" O.C. "REV. CLASS|C"
6" O.C. "CLASS|C"
cos
oð
$+tco
ofL
aco
C)
+
oL
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TRIM
MK. JT__-
STEP 2 L J
HFAD TRIM
MK. HTA-3o
ooDOOR FRAMFD OPFNING TRIM DFTAII
FOR ALL STANDARD WALL PANEL TYPES
IEFT HAND SHOWN, RIGHT HAND SIMILAR
STEP 1
0)(¡)
.c.
U)STANDARD FASTENER SCHEDULE o
OO-JC)Jı
i¿P
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ó(uıO
SETf-TAPPING Hl042 SELF-ORII,II NG H1070 SEI.F-DRILUNG
P LIAS I R tF-tR TO
THt ROOT A\I D
WALL S T-] T TTI I\ G
tR ECTIC \I
MA\I UALS FO R
rU RT¡] tR
ASS tM E LY
oO12-1+ t l2-21
1 J TCPSqF*w/o fut--rOo
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b rooo
3coo
5/16'THK
H 1 045 sEtf-DRtrIlNG
12-1,+x
U
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2ñ TCP3 vOEF*u^6'
H1 030 SE|.f-DRTLUNG HI ô47 SEt.F-DRttIlNG SCR€W
l2-1+ x 2"
TCP3 FLAT TOP¿fa Wfltl WASHERölÌrrrrrÌrTñfitr-.ã
"ll s/16'í HEI'D
1/a'x
STAINLESS
BUND POP4þ#-ulH
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5/16' HF¡f)
sEr.f-oRrLUNc H1 1 10 3/8'6
GROMMET
5/16"L
H 1 040 sErf-oRil.rJNc
12-11 xÅ tcP2 w/oEW
SELF-DRII.LINE sEt-f-DRÍ-x Nc
1/4-1+ x 7 12-14 x 1"
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w/o
s/16"6 5/16"@
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CJ)
H1041 SELF-DRILIJNG SELF-DRII.IING
1 2-'t,+x 1/4-1+ xÍCPI FLATTCP2 FLAI
IVI1H WTH
,ACCENT PANEL
,,CLASSIC
PANEL SLIT
JAMB TRIM
HEAD TRIM
(@
s/16'HEA0
qÞ
5/16'r
@ PHILUPS
2 I\I STR U CTIO \I S.
oe
:a
5 1 ;Ð
ERECTOR NOTE:
UNIIL WALL PANELS ARE INSTALLED, (3) H1047 SCREWS ARE TO
BE USED FOR TEMPORARY INSTALLATION OF THE BASE TRIM.ERECTOR NOTE:
UNTIL WALL PANELS ARE INSTALLED, (3) H1O+7 SCREWS ARE TO
BE USED TON TEMFORARY INSÏALL,ATION OT TIIC OASE TNIM.WALL PANËL)J
=Lo
BASE ANGLE MK. MARo2 (s.L.v.)
AT 3'-0" O.C. MAX
(FASTENERS NOT BY NUCOR)
o 't
'l
Lo
o
tsoó
JUz
L
-' **ì
Ð
¿
(NOT BY NUCOR)
-1/8"
FOR
GAP RECOMMENDED
WATER DRAINAGE
STEEL LINE
TRIM MK. BSCO1
BASE DETAL AT MASONRY WALLoo
o()
BASE ÌRIM MIH AI'IGTE
SEE WALL SHEENNG ERECTION NOTES
FOR WALL PANEL FASTENER LOCATIONS GBO l
WAI.I- PANEI,
BASE TRIM MK. BSBO1
BASE ANGLE MK.
MAR02 (S.L.v.)
Lo
LoF
Ð
FASTEN AT 3,_0" O.C.
MAX (FASTENERS NOT
BY NUCOR)
SEALANT
(NOT BY MBS)STEEL LINE
4+-1 /8"
FOR
GAP RECOMMENDED
WATER DRAINAGE
BASE TRIM DTTA]LoNo
cl(J
BASE TRIM WTIH A}¡GLE
SEE WALL SHEEÏING ERECTION NOTES
FOR WALL PANEL FASTENER LOCATIONS
'c{.Asstc WALL
Hf0,t7 t2'o.c.
ó
Ê.GIRTS
OUISIDÊ CORNER
MK. OC¡of 'ct sstc tvAl.L'
SUPPORT
SEE PI.¡N
RIB
Noo()
(..)
OUTSIDE CORNER DETAIL
'ctÁsstc tvÂLL
NOTE 1
F|U-ER TR|M MK. MFBo1 (SHOw¡l) rS
NOI RÊaUIRED WHERE STARÍ/FINISH
DIMS.¡SION IS LESS THAN OR
EQUAL TO 3 1/2'. SEE ELEVAÎONS
crRt i
oı
=ãJAMB TRÍM
MK. JTA--f
H'ctÁsstc WALL
INSIOE CORNER
fRtM MK. tccol
HIO,+7 AÏ EACH SUPPORT
H10ôt 12'o.c.
BENVÊEI'¡ SUPPORTS
ô
æ.
H1061 12" O.C.
f[ sstc wAt-L'
GIRT
NOTE 1
FIr-ER lRrM MK. MFBo| (SHOWN) tS
NOJ REQUIRED WHERE STARVFINISH
DIMENSION IS LESS THAI.¡ OR
EQUAL TO 3 1il2.. SEE ELFYAIIONS(o
rf)ooOo NSIDE CORNER DETAIL
@@
Toller Building H10,17 Al EACH SUPPORT
H1061 12' O.C.
BEnVEEN SUPPORIS
Lower Building
JAMA TRIM
MK.
H1U7(o ÊAcH
"ct^ssrc WALL'
ôl
coo3 PANEL TERMINATION DIIAILa,
PANEL,
HEAD, SILI OR
ft JAMB DETALS FOR TYPICAL
TRIM PARTS AND USE ATTACHMENÏ
vlalftçl-l
NOIE:
Ð IF UNER PAl.lEL IS NOT
REQUIREO, AÏTACH COVER
TR|M V{tH H10+7 12" 0.C.
ñ ñ
TRIM
TRIM
cot-0-F0RME0 cEE
(usE ccA__, ccB_, 0R ccc_ 'rRrMS)
SIRUCN'RAL CEE
(usE csA__ oR csc_ TRrMs)
HEADER WRAP
(usE ccF , ccF-, 0R ccc- TRIMS)
r)oooô(5 FRAMED OPENING COVER TRIM DETAL
COVER IRIM
(usE
(USE
(usE
CEE)
cEE)
cEE)
AT
AT
AT
8'
0'
2'
ccA__ccB_ccc_
csA__(usE AT I' STRUCruRAL CEE)
CSC-(USE AT 12" SAUCTURAL CEE)
CCF (USE AT 8" HEADER WRAP)ccF_ (usE Ar 10" HEÂDER WRAP)
CCG- (USE AT 12" HEADER WRAP)
\*L_
SIII SHOWN, HEAD AND JAI¡BS SIMILAR
,ls
tsô
È
oN
J J
STITCH FASTENER : H1061
STRUCTURAL FASTENER : H1047
WITH COLD_FORM
SIRUCïURAL FASTENER = H1070
WITH HOT_ROLLED
FASTENER KEY
do @3 @
=
2"
z d
zfÀto@
e-O2
zo
ã
ãe
F
Uô
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ã5É
Uô
@
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ALTERNATE SILL DEI-AIL
SILL TRIM HlD---
FOR WNOOWS NOT PROVIDEÐ BY NBS
_\
CHANNEL
Nooôo
WALL PANEL
JAMB TRIM INDICATED BY
DASHED LINE. CUT ÏHE SILL
TRIM 2,, LONGER THAN THE
WINDOW OPENING. PLACE THE
TRIM SO THAT IT WILL EXTEND
I" PAST EACH SIDE OF THE
OPENING. 'THE JAMB TRIM THEN
RESTS ON THE SILL TRIM-
H1 O 47 FASTENERS
12" 0.C. "ACCENT"
12" O.C. "REV. CLASSTC"
6" O.C. "CLASS|C"
Hsoo1 1/8"x1 1/2" MþSTIC
BETWEEN TRIM AND SILL CHANNEL
J
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STANDARD FASTENER SCHEDULE
H 1 OO0 SEf-T^PPTNG scREìul
lcmF scRsìl
ÉlìmunÉ"1,1'l ru#;l5UI LONG UFE FASIENERI
s7e' neml
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on¡útr.¡c c¡pmnvl ' 5/16" HEADI
HlO3O SELF-DR||.üNG scRElvl HlO47 SEt-F-DRlLrlNG scREìYlHl1OO t/a" x 3/16'
12-14 x I t/+'l- t2-11 x 2'l- SÌÀNLESS SrEEt.JI' 1CP2 WfN WASHERI ICPJ FTAÎ TOPI BUNO POP RÍVEIHIF*ffi,* r*r.*..1 nlkmdrru usHenlc#
s/r6'HEADI 'u s/r6'o HEqDI
H1O35 SErf-DRtr,LrNG sCREìul H1O5O SE|.F-DRTLTJNG scRÊrulH1 1 10 3/8'ø
1A-14 x 1 1/2'l-- ^- 1/1-11 x 7/A'TCPII- CRôMMÊr
{þ*Ë-. ö,Ëffi| 4Þ."-. ö'Ë-Ël F srANr.-Êss
FASIÊNET
H 1 040 sEr.f-oRurNc
12-14 x
¿ 1CP2 w/O
HN¡IE
w/oÉÞPHILUPS@w/o
5/16'
12-1,+ x l'SELF-DRII.IING
s/16'a
1 1/t-11 x 7/a'
sRf-DRil.lJNO
SILL TRIM PREP
H1O41 sErr-DRruJNc scRÊwlHl06l SELF-DRTLUNG scRÊwl:_- 12-t4 x 1 1/+'l- 1/a-1a x 7/8'l
iflþ**fifr-'Yt':l fl-: ":*:il
P LIAS t R tF-tR TO
THt ROOT AND
WALL SHTtTIt\G
tR tcTro r\
MA\] UALS TC R E
rU RTT-] [ R
ASS tM B LY
It\ STR U CTIO I\ S "
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U
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'hCCENT PAN
GIRT JAMB
DOOR wtNDow
OPENING
MAX SLIT
Lo
+I JAMB TRIM
MK. JTA
.l FLAT oF
ÙAMB TRIM
STRUCTURAL FASTENER12" O.C.
GIRT
GIRT JAMB
DOOR WINDOW
OPENING
MAX SLIT
REVERSE ,,CLASSIC WALL" PANEL DOOR w{NDOW
OPENING
STRUCTURAL FASTEN
12" O.C.TRIM
JÏA
JAMB TRIM
JTDMK.STEP 3PANEL
STEP +NO'IE:
NOTE:FIELD CUT PANELS
AS REQUIREOHEADER AND SILL SHOWN
ALTERNATE DTTAL 1
HEAD TRIM
SLIT PANEL 2" AT
HEAD AND SILL TRIM
AND SLIDE ON (SEE
ABOVE)
STEP +
WALL PANEL
TRIM OVERHANG ,,
JAMB TRIM
PANEL
HF¡DER
CAIJIJ( FROM EDGE OF
TRIM TO FIRST MAJOR RIB
MK. H3152
STEP 5
STRUCTURAL FASTENER
12'O.C. 'ACCENT"
12" O.C. "REV. CLASS|C"
6" O.C. "CLASSTC"
L-_l
HEAD TRIM. MK. HÏA-HEAO TRIM
MK. HTA-STEP 1
STEP 1
B TRIM
TRIM INDICATED BY DASHED
MK. JT-
STEP 3
TAB
UNE. THE SILL TRIM ENENDS 2"
PAST FÁCH SIDE OF THE OPENING,
THE JAMB ÎRIM THEN RESTS ON
THE SILL TRIM. ÏAB LEG OF SILL
TRIM BEHIND THE JAMB TRIM TO
HELP SHED WATER.
I SILL TRIM MK. SIA
-
FASTENERS 12, O.C.
SILL CHNNEL
I{AI.L PNEL
PANET CUT OFF ENRA
3/8"
SILL TRIM MK. STA--TAB UP
SEE PREP SKETCH TO
THE RIGHT
STEP 2
SUT UNE, MK. H3152
STEP 5
trRÂl/ltrN OPtrNING TRIM DtrTAII 2"SILL TRIM
WINDôW
FOR ALL STD WALL PANEL TYPES. TYPICAL INSTALL
,'CLASSIC
JAMB TRIM
PANEL SL]T
o
HEAD TRIM
b
0.c.
0.c. 'REv. cLASS|C"
0.c. 'ctÂsstc'
TOP VIEW
LEFT HAND RIGHT HAND SIMILAR
3/8"
STEP 2
"CLASSIC" WALL PANEL
1/2" MASTTC MK. H301 WALL PANEL
,'CLASSIC,'
WALL PANEL
FOLLOW THERIB PROFILE
WTH IHE
MASTIC AS
SHOWN HERE.
1/2" STDELAP MASTTC (HJ010) DUE TO
POTENTIAL SNOW DRIFTING- APPLY MASTIC AT
ALL SIDELAPS UP TO 10,_0,'ABOVE THE ROOF
LINE. NOTE: THE MASTIC SHOULD ALSO
FOLLOW THE RIB PROFILE AT THE BOTTOM OF
THE PANEL (SEE THE DETAIL AT ABOVE RIGHT).
NOTE: "CLASSIC" PANEL
SHOWN FOR REFERENCE
ONLY. DETAIL APPUES TO
ALL NUCOR PANEL TYPES.
PAI.IEL SIDEI-AP DETAL AT
POTENTIAL SNOW DRIFT AREAS
ooo
o
SEE WALL SHEETING ELEVATIONS FOR LOCATIONS
CLÊAR
(,zzU
0-
OPUNING
E.
UJo
PANEL ("CLASSTC" WALL SHOWN)
JT-
Noo
()DOOR TRIM ELEVATION
KNOCK DOWN DOOR
ERECTION DETAILS
1) USE ONLY WHERE NUCOR KNOCK DOWN DOORS ARE
REQUIRED. SEE COVERSHEET (SHEET Cl) FOR DOOR
REOUIREMENTS.
2) FOLLOW DOOR ANO FRAME ASSEMBLY INSTRUCTIONS
PACKAGED WITH FRAME KIT.
3) HTA-_ & JT__ TRIMS ARE FACTORY CUT TO LENGTH.
(3) SELF-DRTLLTNG
SCREWS (PROVIDED IN
HARDWARE KIT)
DOOR JAMB
EKTENSION CLIP
BUILDING
GIRT AT
7'-6,, ELEV
DOOR HEADER
DOOR JAMB l/,/
DOOR FRAME INSTALLAIION AT TOP
(2) 1/2"6
EXPANSION
BOLTS
(BY
OTHERS)
8" D00R
JAMB
DOOR FRAME INSTALLATON
AT BASE
"CLASSIC PANEL,,ERECTION NOTES
(PANELS 36' NEI LAY)
J6'
'ì I ERECTOR No.lE: l/2' SDELAP
MASnC (HJ0r0) tS REoUTRED rN
sNolloRtF[ c0N0m0Ns.
RIÏER ÏO THE EI.EVATONS FOR
I OIITON RFOIJIRFUFNIS
EAVE MEMBTR
l. 4.0ü( cRrs m lf\¡E-'P0sllì0f¡
urom st¡¡lttc PAttL €nEdì0{.
r¡At{lAN ro0 grûç{c (tû 8f
NUCoR) UXnL P^t€- f0 SIRUCIURAL
F^SlFttRS ¡fiE tNStALÐ.
3. l0 PREIR{I 'd--C¡liilt{G" AI P¡ÌE-
F¡SIE{€RS StlOUt0 $åf,t fnot¡ BÀSE
TAåM NO ìHBI 8E STC1JRÐ TO FI'fi
slR0cnn¡L dRl t0w¡R0 tHÊ E rÊ
1. Fol,t{ultoil tarßÌ 8Ê soixnq t.EE,
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5. ERECn0N CRÉT| tS l0 €tf¡l{ Ar ú¡¡.i-
P¡N0S SEIRE [rAUilG J00 gtÊ
6. mfcßn s t0 ERfil PNtis s0
IH T SDEIPS ¡RE Ar Y mol¡ î€ t¡¡¡il
lMffrc ¡Rf^'s uflE 0f srcflt
7. STORE P¡NIIS PROPTRY M PRÊTEíT
t¡osTtRÊ stE mÊm${ $NJ¡¡-
8. Al ruSH q8r CtÐflìOrfts, PRE-0Rl.l
cotutfls (e $u8s tF REa'0) FoR Erç ff
P¡¡tg_
^lltû{IÐ{r ^T
ils€ lRt s.
WAII PANIL
SIDE LÂP
H1050
12'0-c-
AT
AT FACH
ENÐ AI'IO AT 30'
0.c. MÂx.
8MTtEil
SUPPOffiS
NOTE; SttïCH
FASIB{TRS ¡/AY
OR l/AY NOT UNE
UP I{ÍTH GIRÏ
flfv/\noNs.
ó
H1047 SÏRUCÏURAL
Ht 061
È
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NôN
N
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Ð@
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àd
ããe
ilêô
Þ@
Éo
INSULATION
(BY OTHERS)
LINER PANEL (IF REO,D.)
H1040 AT 12" 0.C.
GIRT
H1060 AT 12" 0.C.
LINER CAP TRIM
MK. HÏDl21
(REQUIRED AT LINER ONLY)
EXIERIOR
WALL PANEL
HEAD_COYEEILIINEB-ONIY_@crnrs)
MK. HTEO2 AT 6070 DOOR (10" GIRTS)
MK. HTEos AT JoTo DooR (r2'crRTs)
MK. HTEo4 AT 6070 DoOR (12' G|RTS)
H1040 AT 12" O.C.
DOOR CAP TRIM MK. HID121
(REQUIREO AT LINER ONLY)
JAMB COVER AT 10" GIRT ONLY-
DOOR JAMB
c MK. JTGO1 AT 10" GIRTS
MK. JTGO2 AT 12" GIRTS
(REQUIRED AT LINER ONLY)
SECTION BHEAD TRIM DTTAL _
3070 DOOR
HEAD ÏRIM
MK. HTAO44 A
MK. HIAUıU A
6070 DOOR
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OOIVN ÂLONC THE SOUD
LINES AT.¡O ATTACI.I
DOWNSPOUT "S'tO
GUTTER TAES WITH (4)
Hl06.I FASTENERS.
ERFCTOR NOIFS:
t. MIER|NG oF tHE 's'
I{II,I 8E REOUIREO AT
SLOPÊS OVÊR 4:12
FOR PROPER UNE UP
WTTH IHE DOWNSPOUÍ.
2. IF THIS PROJECI
CONTRÂCT SPECIRES.s' SIIAPES AT lHE
80Ì10M OF lHE
OOWNSPOUÎ IN UEU
oF EIAOWS, SEE
DETATL J_
¡. FrÊr.D woRK (2)
EI.SOWS AS REQUIREO
At tNsEr/otmEr
WALL CONDITION.
,+. LOCAIE DS
SIRAPS ONE AT
EVERY'S" E|..BoW
ÀND DS SPLICÊ
GUÍTER
MK.
STRÁP
FULL
SECTON
BRACKET MK. OEAOI FOR
USE WTIH .ACCENT PANEL
ATIACH AI PAI'¡EL RIB
oNLY. USE (2) H1081
scREr¿ts
MAIT
FEMAII END SÎRAP MK.
ÀLL
oPAol (scREtv sfRAP To
wArr usrNc (f) Hto6t
scREw). flELD EEND AND
1HEN FASIEN STRAP TO DSwfi (2) Hro6l
FASTENERS.
FULI OR
sÊcroN
PARTIAL
AS
REQUIRED
ÊLBOW ¡F
on
ô
o
DOWISPOUT SIRAP (MK. t OPAo1) AND SÎRAP SRACKETS (MK. 0BÁOr) ARE ALSO
PROVIOED FOR MÂSONRY WAI.I APPUCAÍIONS AS $'ELL AS FOR ATTACHMB'¡T TO COLUMNS.
FAS1ENERS IO MASONRY ARE NOT PROVIDED BY NUCOR. HIO6I FÁSTENERS ARE
PROVIDED FOR CILUMN ATTACHMENI APPUCAIIONS, PRÊ-DRITIING WTI 8E REQUIRED.
STNDARD GUNER ND DOWNSPOUT DEI'AIL
REFÊRENCE G1JÎTER A¡.¡D DOWNSPOUT SCHEDUI,.E FOR DOWNSPOUT MARK NUMBERS
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CAP TRIM MK. JTDO87 AT
"REVERSE CLASSIC'' PANEL
(REOUIRED AT UNER ONLY)
L|NER (rF REQ'D.)
CAP TRIM MK. HTD121
(REOUIREO AT UNER ONLY)
JAMB COVER AT 10" GIRT ONLY
MK. JTGOI AT 1O'' GIRTS
MK. JTGO2 AT 12" GIRTS
(REQUIRED AT UNER ONLY)
H1040 AT 12" O.C.
DOOR JAME
H1040 AT 12" O.C.
INSUljTION(BY OTHERS)
DOOR
JAMB TRIM MK. JTAO87EXTERIOR WALL PANEL
JAMB TRIM DTTAIL _ SECÏION C
'ct-^sstc'YlAtr 0R "Accq{T' PAIEL lv¡lü 'clAsstc" tva! UNER
CAP TRIM MK. JTDO87 AT
"REVERSE CLASSIC" PANEL
(REQUIRED AT LINER ONLY)
LrNER (rF REo'0.)
CAP TRIM MK. HTD121
(REOUIREO AT LINER ONLY)
JAMB COVER AT LINER ONLY.
MK. JTGO1 AT 10" GIRTS
MK. JTGO2 AT 12" GIRTS
H1040 AT 12" O.C
INSUTATION(BY OIHERS)H1040 AT 12" O.C.
DOOR JAMB
DOOR
EX]ERIOR WALL PANEL TRIM MK. JTDO87
JAMB TRIM DTTAL - SECTION C
'RÊvERsÊ c't-Asstc'WALL PAÌ{EL vrltH "clAsstc'wAtr uNÊR
STANDARD FASTENER SCHEDULE
P LIAS t R tTtR TO
TH I ROOI AN D
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fl@;'p ;;6;1 4"--+'es
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H1070 SE|.-F-DRTLUNC SCREV
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DRILLJNG C¡PACTTT
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H1047 sE.F-DRrTËhliä
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Hiry/16'rHEÁD
H1100 1/8" x 3/t6'
S¡AN|.!SS SIEET
BUND POP RN/EI
ll1O35 sErF-DRru-rHc scncwl
12-11 x 1 1/2'l
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5/16'HEArl
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FOX G RAY
SEt TRECTION MANUAL
ID
NUM
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26'-5"
G AT LINE 1
PANELS: 26 GA. CLASSIC WALL
FOR ADDITIONAL ASSEMBLY INFORMATION,
15' -7"
WALL SHEETI
I.D. NUMBER:
AN I.D. NUMBER INDICATES A FACTORY LOCATED OPENING. SEE WALL ELEVATIONS.
THE WORD "FIELD,, INÐICATES A FIELD LOCATED OPENING.
FIELD CUT PANELS AROUND OPENINGS AS REQUIRED.
SEE DETAIL GAOO2O IN WALL SHEETING DETALS FOR KNOCK DOWN DOOR ASSEMBLY
SEE DEI'AIL GDOOOS FOR FRAMED OPENING COVER TRIM INSTALLATION.
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09615
5o
CFR ROOF SYSTEM ERECTION AND APPLICATION REQUIREMENTS F
N
N
r
oN
rôN
NI. GENERAL ERECTION NOTES
1.1 UNLOADING AND STORINGI.1.1 CHECK fHE QUANIITIES AND CONDITION OF CFR BUNDLES AND
TRIM CRATES ON ARRIVAL. NOTE ON THE DELIVERY TICKETS ANY SHORTAGES,
DAN¡AGE OR DISCREPANCIES. MBS BUILDING SYSTÊN/S SHALL NOT BE LIABLE
FOR DAN/AGE OR SHORTAGES WHICH ARE NOI NOTTD ON THE DELIVERY
TICKETS.
1.1.2 TXÌNIMI CARI SIIOULD DI IXIRCISID WIITN UNLOADINC AND
HANDLING THE PANEL BUNDLES AND ACCESSORY CRATES TO PREVENT
L]AIVACL. II IL WLIGI II OI I I IL PANLL UUNIJLL I5 f 'IIIN ILIJ ON I I IL IIUNTJLT
TAG ON THE END OF EACH BUNDLE. IF THÊ TAG IS NOT ON THE EUNDLE,
YOU MAY CALCULATE THE WEIGHT OF THE BLINDLE WITH THE FORMULA:
(Qil. OF PANELS X BUNDLE LENGTH X 2.5lbs. PER FOOT)
I.1.3 BUNDLES UP TO 25 FEil LONG CAN BE LIFÎED WITH A
FORKLIFT. BUNDLES OVER 25 FEET IN LENGTH SHALL BE LIFTED WITH A
CRANE UTILIZING A SPREADER BAR WITH 4 INCH MlNIlvlUM WIDTH NYLON
STRAPS. STRAPS SHOULD BE 15 TO 20 FEET APART. TO AVOID DAMAGE TO
THE PANELS, STTEL CABLES, CHAINS OR CHOKERS SHALL NOT BE USED.
1.,I.4 THE CFR PANILS AND ACCESSORIES SHALL BE STORED ON HIGH
CROUND, SLOPED TO DRAIN AND ÏARPED TO PROTECT FROM MOISTURE
FORMATION. THE TARP SHOULD BE OPEN AÏ EACH END TO ALLOW
CONSISÏENT AIR FLOW THROUGH THE BUNDLES. THT RECOI¡I¡ENDED
PROCEDURES ARE OUTLINED IN THE CFR TRECTION MANUAL. N,IBS WILL NOT
BE HELD RESPONSIBLE FOR DAN,{AGE OR DISCOLORATION OF PANELS CAUSED
BY IMPROPER STORAGE.
1.2 ERECTION SEQUENCE
1.2.1 THE CFR ROOF SYSTEM IS DESIGNED 10 BE TRECTED FROM
EIIHER END OF THE BUILDING. IN RARE CASES, DUE TO THE BUILDING LAYOUT,IÏ IúAY BE REQUIRED TO START ERECTION FROI/ A SPÊCIFIC END. IN THOSE
CASES, THIS WILL BE NOTED AS SUCH ON THE ROOF SHEFTING PLAN.
1.2.2 FULL_WIDTH PANELS ARE PROVIDTD AS THE START PANELS AND
NEED TO BE FIELD CUT TO THE PROPER WIDTH. THIS t\iAY CAUSE THE RIBS
TO BE OUT OF ALIGNMENT ACROSS THE RIDGE. ÏHIS IS NORMAL PRACTICE FOR
THE CFR ROOF SYSTEM AND DOES NOT AFFECT THE PERFORMANCE OF THE
ROOF SYSTEM. PLEASE CHECK THE ROOF SHEETING PLAN AND DETAILS FOR
DIMENSIONS OF SÏARÎ PANELS PRIOR TO ERECTING THE ROOF,
1.2.3 FOR BUILDINGS WITH ROOF TRANSLUCENT PANELS: lN ORDER TO
ALIGN ÏHE TRANSLUCENT PANELS ACROSS THE RIDGE, IT IS SUGGESTED TO
ERECT THE ROOF PANELS ON BOTH SIDES OF THE RIDGE FROlvl THE SAME
END OF THE BUILDING - UTILIZING THE SAME WIDÎH STARÏ PANEL. PANEL
RUNS WITH TRANSLUCENT PANELS HAVE BEEN PLACED AS SPECIFIED IN THE
ORDER DOCUÀ/ENTS.
1.3 COORDINATION WI'IH OTHER TRADES1.3.1 SUPPORTS FOR THE CFR ROOF SYSÏEM SHALL BE PROVIDED AND
ARE REQUIRED AS SHOWN IN THE SECTIONS AND AS NOTED IN THESE
SPECIFICATIONS. ALL NECESSARY CLEARANCE DIMENSIONS FOR PROPER
ELEVATIONS RELATIVE TO THE ROOF PANELS HAVE BEEN SHOWN. THE ERECTOR
SHALL BE RESPONSIBLE FOR COORDINATING THESE DIMENSIONAL REQUIREMENTS
WITH OTHER TRADES ASSOCIATED WITH THE BUILDING ROOF SYSTEM.
1.+ ERECTION CARE1.4.1 THE ERECTOR MUST BE SKILLED IN THE ERECÏION OF MÜAL
BUILDING SYSTEMS AND lS RFSPONSIBLE FOR COi\¡PLYING WITH ALL APPLICABLE
LOCAL, FEDTRAL AND STA-TE CONSTRUCÎION AND SAFETY REGULATIONS
INCLUOING OSHA REGULATIONS AS WELL AS ANY APPLICABLE REQUIREMENTS OF
LOCAL, NATIONAL OR INTERNATIONAL UNION RULES OR PRAC-TICES. ÏHE
ERECTOR REMAINS SOLELY RESPONSIBLE FOR THE SAFETY AND
APPROPRIATENESS OF ALL TECHNIQUES AND N/ETHODS UTILIZTD BY ITS CREWS
lN THE ERECTION OF IHE lvlETAL BUILDING SYSIEM AND/OR THE CFR ROOF
SYSTEM. THE EREC'TOR IS ALSO RESPONSIBLE FOR SUPPLYING ANY SAFETY
DEVICES SUCH AS SCAFFOLDS. RUNWAYS. NEIS, EïC. WHICH tvlAY BE REQUIRED
TO SAFELY ERECT THE METAL BUILDING SYSTEN/ AND/OR CFR ROOF SYSTEM.
1.4.2 ÏHE ERECTOR OF THE CFR ROOF SYSTEIV SHALL EXERCISE GREAT
CARE AND ATTENTION TO THE DETAILS AS SHOWN ON THESE DRAWINGS AND IN
THE CFR ERECTION N/ANUAL TO ¡NSURE A SECURE AND PROPER FIT OF ALL
COMPONENTS. N/BS SHALL NOT BE RESPONSIBLE FOR SUPERVISING AND/OR
COORDINATING THE ERECÎION OF THE CFR ROOF SYSTEM WITH OTHER TRADES.
1.4.3 DUE CONSIDERATION lvlUST BE GIVÊN BY THE ERECTOR TO THE
EFFECTS OF THERIT¡AL EXPANSION AND CONTRACTION WHEN IRECTING A ROOF
TIE_IN TO AN EXISTING STRUCTURE TO INSURE A SAFE, SECURE, WEATHERTIGHT
CONDITION, FLASHING FOR TIE_INS TO EXISTING BUILDINGS IS ryPICALLY NOT
INCLUDED AS PART OF THE MATERIAL PROVIDED BY N/BS BUILDING SYSTEN/S.
RITIR TO rr rt sfcTroNS/DrnrLS ToR sPtctñc MATIR|AI 5 PROVTDID ßY MBl
1.5 FIELD CUTÏÍNG OF PANELS
1.5.1 WHEN FIELD CUTTING OR I/ITERING CFR RÚOF PANELS,
NON_ABRASIVE CUTTING TOOLS SUCH AS NIBBLERS OR TIN_SNIPS SHALL BE
USED. ABRASIVE CUTTING TOOLS SUCH AS I/ECHANICAL GRINDERS, SAWS,
SHEARS OR SCISSORS CAN DAMAGE THE GALVALUME FINISH AND CREATI
EXCESS METAL SHAVINGS ÏHAT CAN CORRODE THE PANELS. THE USE OF
NON_APPROVED CUTTING DEVICES MAY VOID YOUR FACÏORY WARRANry.
II. DESIGN AND PERFORMANCE CRITERIA
2,1 ROOF SYSTEM2,1,1 THE CFR ROOF SYSÏEM CONS¡STS OF 24 GAUGE PANELS WTH A
NOMINAL COVERAGE OF 2'-O'' AND A PANEL SEAM THAT IS BETWEEN 3 '1/2,,
AND
AND
+ 1 /2" HIGH DEPENDING ON CLIP TYPE USED
SECTIONS FOR SPECIFIC PANEL CLIP TYPE.
REFER TO THE DETAILS
2,2 PANEL CLIP SPACING
2,2.1 THE CFR ROOF SYSTEN/ USES A CLIP TO ATTACH THE PANELS TO
ÏHE ROOF SECONDARY I\¡EMBERS. PANEL CLIP SPACING REQUIREMENTS ARE
AS FOLLOWS:
FOR CFR ROOF ON A MBS BUILDING: CLIPS ARE REQU¡RED AT EVERY PURLIN
AND/OR ROOF JOTST.
FOR CFR ROOF ON A NON-MBS BUILDING: MAXIMUIV CLIP SPACING IS TO BE
5'_O'' FOR PURLIN ROOFS AND 5'_6,, FOR JOIST ROOFS.
2.3 PANEL CLIP FASTENING REQUIREMENTS
2.3.1 MBS STANDARD CLIP FASTENERS ARE DESIGNED TO FASTEN TO A
STEEL STRUCTURAL MEMBER OF .060'' MINIMUM THICKNESS (16 GA.). A
MINIIVUM OF TWO FASTENERS ARE REQUIRED TO ENGAGE THE STRUCTURAL
ME[,{BER AT EVERY PANEL CLIP LOCATION. lN CERIAIN INSTANCES, ïHRIE
FASTENERS MAY BE REQUIRED PER CLIP REQUIRED. LOOK ON CHART AT RIGHT
AND IN THE ERECTION DRAWINGS FOR YOUR SPECIFIC FASTENER
REQUIREMENTS. FASTENER PULLOUT VALUES ARE DEPENDENT UPON PROJECT
LOCATION, SIZE, BUILDING CODE AND LOADING.
2.4 ROOF TOP UNITS ANO CURB SUPPORTS
2.4.1 ÏHE CFR ROOF SYSTEN/ IS ELEVATED ABOVE ÏHE TOP OF THE ROOF
SECONDARY STRUCTURAL MEI/BERS. ÏHE ROOF CURB SUB_FRAMING IS LEVEL
WITH THE SECONDARY STRUCTURAL MEMBERS. REFER TO THE DETALS FOR
PROPER JAMB LOCATIONS AND DIMENSIONS,
2.4.2 THI CFR ROOF SYSTEM IS DESICNED AS A FLOAT¡NG SYSTENI.
CURB FRAN/ING ANO FLASHING lvtUST BE DESIGNED ACCORDINGLY TO ALLOW
THE CURB SYSTEM TO FLOAÏ WITH THE CFR ROOF DURING THERMAL
EXPANSION AND CONIRACÏION. ROOF CURBS SHALL NOT SPAN THE RIDGE OF
A BUILDING.
2.5 INSULATION REQUIREMENTS2.5.1 MBS RECOMMENDS THAT INSULATION BE USED IN ALL CFR ROOF
APPLICATIONS TO AVOID PROBLEMS WIÏH CONDENSATION FORMING ON THE
UNDERSIDE OF THE SHEEIING. THIS ALSO PROVIDES A BUFFER BETWEEN THE
PURLINS AND ïHE CFR ROOF T0 EL|iúINATE NOISE AND POSSIBLE DAIVIAGE DUE
TO MflAL-TO-lvtElAL CONTACï. t\¡BS CAN SUPPLY A NOISE REDUCINC FOAM
TAPE FOR USE IN LIMITED APPLICATIONS (CANOPIES, ETC.) WHEN INCLUDED AS
PARÏ OF THE ROOF ORDER. REFER TO THE DETAILS FOR FOAM TAPE
REQUIREMENlS.
2,6 PAINTED CFR ROOF2.6.1 PAINTED STANDING SEAI\,,I ROOF PANELS ARE OFTEN PROVIDED BY
MBS. IN THIS CASE, GUTTER BRACKFTS AND END DAI/S WILL BE PAINTED TO
MATCH THE ROOF COLOR AS A STANDARD-
III. COMPOSITE CFR ROOF SYSTEM
3,1 PRODUCT OEFINITION3.1.1 REFER TO THE SECTIONS AND DFTAILS IN THESE DRAWINGS FOR
SPECIFIC CLIP FASTENING REQUIREMENÏS, INSULATION IHICKNESS REQUIREIVIENTS
AND LINER DECI( TYP[.
3.1.2 COIüPOSITE CFR ROOF WITHOUÎ THE USE OF A LINER DECK IS
NOÏ A IVBS SÏANDARD PRODUCT APPLICA"ì'ION. DUE CONSIDERATION MUST BE
GIVEN TO THE EFFECTS OF CONDENSATION BY THE ENGINEER OF RECORD OR
ARCHITECT WHEN THIS OCCURS. lN ADD|T|ON, GRTAT CARE t\,lUST BE IAKEN BY
THE ERECTOR TO INSURE THAT THE ROOF SYSTEM IS ERECTED IN A SAFE,
QUALITY MANNER.
3,2 VAPOR BARRIER3.2.1 VAPOR BARRIER [/UST BE USED BETWEEN THE LINER DECKING AND
THE INSULATION ÌO PREVENT CONDENSATION. THIS BARRIER IS NOT BY MBS.
REFER TO ÏHE ERECTION DRAWING DTTAILS.
3.3 f NSULATION
3.J.1 RIGID BOARD INSULATION CAN BE USED IN CONJUNCTION WITH A
COMPOSITE CFR ROOF SYSTEM. THE RIGID BOARD ¡NSULATION MUST BE CUT
TO ALLOW FREE MOVEMENT OF THE BACK_UP PLATE AT PANEL SPIICES,
SINGLE SLOPE HIGH EAVES AND RIDGE LOCATIONS. RIGID BOARD INSULATION
WILL ALSO NEED TO BE RECESSED ALONG ENÏIRE RAKE TO ALLOW RAKE
ANGLE AND FASTENERS TO IüOVE FREELY WIÏH ROOF SYSTEM.
3.3.2 UNFACED FIBERGLASS
CONJUNCTION WITH A COIVIPOSIÏE
(BATT) TNSULATTON CAN BE USED tN
CFR ROOF SYSTEIV.
rv. cFR R00F CoMPoNENTS W/ENGTNEERTNG
4.1 COMPONENTS WITH ENGINEERING DEFINITION
+.1.1 IN A CASE WHERE MBS IS PROVIDING THE CFR ROOF SYSTEM 10
BE USED IN CONJUNCï|ON WITH A NON-MBS STRUCTURE, tvtBs REFERS TO
THAT AS A ,,COMPONENTS WITH ENGINIERING.,' THIS SIMPLY ÀiEANS IHAT MBS
SHALL CALCULATE THE QUANTITIES AND LENGÏHS FOR IHE MATERIAL REQUIRED.
MBS IS PERFORN¡ING NO ENGINEERING STUDY OF THE EXISTING STRUCTURE.
THE ENGINEER OF RECORD ON THE PROJECT SHALL BE RESPONSIBLE FOR
COORDINATING THE CFR ROOF SYSÏEM WITH ÏHE OTHER TRADES OF THE
PROJECÏ TO INSURE A SAFE, QUALITY AND PROPER APPLICATION OF THE ROOF
SYSIEN,I.
4.2 DIAPHRAGM
+.2.1 ÏHE NIBS ROOF ¡S DESIGNED TO ACCON¡MODATE THERMAL EXPANSION
AND CONÏRACTION AND WILL NOÏ ACT AS A DIAPHRAGM FOR RESISTING LATERAL
LOAD FORCES OR PROVIDING LAÏERAL STABILITY TO THE ROOF STRUCTURAL
MEMBERS. DUE CONSIDERATION FOR THIS MUST BE ADDRESSED BY THE
PROJECT ENGINEER OF RECORD. IN ADDITION, THE CFR ROOF, BECAUSE 11 IS
DESIGNED TO FLOAT, WILL NOT SUPPORT STRUCTURAL MEMBERS LATERALLY.
WHEN REPLACING AN EXISÏING SCREWDOWN ROOF, ADDITIONAL BRACING MAY BE
REQUIRED TO LATERALLY SUPPORT THE IVIEMBERS. ENGINEERING AND MATERIAL
FOR THESE USES SHALL NOT BE PROVIDED BY N/BS.
4.3 CUP FASÏENING REQUIREMENTS
4.3.1 REFER TO PART II, ''DESIGN AND PERFORMANCE CRITERIA" FOR CFR
ROOF PANEL CLIP FASTENING REQUIREMENÏS.
4.3.2 FIELD DRILLING AT LAPPED OR NESTED PURLIN CONDITIONS MAY BE
REQUIRED FOR STRUCTURAL FASTENERS
CFR PANEL CLIP ATTACHMENT DFTAIL
"CFR" ROOF PANEL
I
1/2" oR 1 1/2"
I ROOF STFFI TINF
CFR PANEL CUP
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CFR CLIP FASTENING NOTES
.NUCOR CL|PS ARE DESTGNEo WrlH (4) HOLES.
.WORKS FOR EIÎHER A PURLIN OR A BAR JOIST SYSTEM.
.FASTENER REQUIREMENTS VARY PER JOB.
.FAILURE TO COMPLY WÏH YOUR JOBS SPECIFIC FASTENER REQUIREMENTS MAY
CAUSE THE ROOF ÏO BE REMOVED AND REPLACED,
.NO NOT OVERDRIVE FASTFNERS
SUDING CUPS. OVER DRIVING CAN STRIP THE'IHREADS, CAUSE THE CLIP NOT
TO ENGAGE THE SUPPORT MEMEER PROPERLY AND/OR THE CUP NOT TO
SLIDE PROPERLY. USE SCREW GUNS WTH TORQUE CONTROL SFT TO FUNCTION
PROPERLY FOR THE COMBINATION OF FASTENER SIZE, HOLE SIZE AND
MATERIAL IHICKNESS.
.SPRFAD FASTÊNERS OUT AS FAR AS POSSIBLE. ÁùQID PLACING FASTENERS SIDE
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CFR STANDARD CLIPS
CFR STANDARD CUP PART NUMBERS
PART #PART DESCRIPTION TAB LENGTH
H2500 SHORT FIXEO CLIP 4
H251 0 TALL FIXED CLIP 4
H2520 SHORT SLIDING CLIP 4
H2530 TALL SLIDING CLIP 4"
REQUIRET'ENTS
HIO2O AT PURUNS
O7O AT JOÍSTS
FASTENERS PER CUP
(2) FASTENERS PER CL|P
H1O7O AT JOISTS
H1O2O AT PURUNS
JOISTS
PURLI NS
(2) H107o AT
(3) H1020 AT
CFR PERIMETER CLIPS
CFR PERIMEÍER CUP PART NUMBERS
PART #PART DESCRIPÏION TAB LENGIH
H2720 SHORT SUDING CLIP 8"
H2730 TALL SLIDING CLIP 8"
H2740 SHORT SUDING CLIP 12"
H2750 TALL SLIDING CLIP 12'
H2760 SHORT SUDING CLIP 16"
H2770 TALL SLIDING CLIP 16"
FASIENffi
REQUIREMENTS
PURLINS -H t020
JOISTS _H1070
ROOF SHETNNG ERECTOR NOTES STANDARD FASTENER SCHEDULE CFR EAVE PI.ATE DE-TAL SPECIAL CONDIÏON AT A COLD-FORMED BOX BEAM
1.) THE ROOF SHEENNG PLAN IS SHOWN WTH THE ROOF PANELS BEING
ERECTED FROM ''LEFT-TO-RIGHT". IF THE DESIRE IS TO ERECT THE ROOF
PANELS FROM "LEFT-TO-RIGHT,, FOLLOW THE ROOF SHEMNG PLAN AS
SHOWN. IF 'IHE DESIRE IS TO ERECT THE ROOF PANELS FROM
"RIGHT-TO-LEFT", FOLLOW THE INSTRUCTONS SHOWN BEIOW.
2.) WHEN SETNNG BUNDLES OF PANELS ON THE ROOF, THE ''MALE RIB"
MUST ALWAYS BE AWAY FROM THE ENO OF lHE BUILDING WHERE THE
SHEEI-ING WLL BEGIN.
H1000 SELF-TAPPTNG SCRE\|
lGoôF scREWl
Hlhmnunntlg"l,i¡ #lâ'-ÏI LONG UFE FASIENER
5,/E' HEAf)
Hlo42 sErf-Tållf ,sctl
.{l rcP3 vo WASHERqP*
s/r6'HEAD
H 1 070 SE|".F-DRTLUNG scREv
-
t2-24 x 1 1/2' rcPr¡ vo wAsHEtF,rll'f;-ä
DRII.IING CAPACÍN 1 oR11
CFR ROOF
EAVE PLATE(e'-o" LoNc)
WALL S'IEEL LINE
ROOF LINE
H.IO2O FASTENERS
AT 6" 0.C.
EAVE MEMBER VARIES
(Nor sHowN)
EAì
PART #FAIE IRIM DEÍAIL PART #EÂVE'IRII'4 DEÍAIL
EPAO3 SIMPLE EAVE OR EAVE GUTTER EPBOS SIMPLE EAVE OR EAVE GUNER
EPDOl LoVr' EAVE ÐfiENSloN EPEOl LOW FAVE ENENSION
EPDEPT -SCUI.FTURED EAVE EPE SCUI.PR'RED EAIE
EAVE PART NUTIBERS lrÍIH
AT SI.IORT CUPS AT TAII CI.IPS
PART ROOF SLOPE PART #ROOF SLOPE
EPAOS < 0R = 4:12 EPBO3 < 0R = 4:12
EPDOl > 4:12, < 0R = 11:12 EPEOI > 4i12, < 0R = 1l:12
EPDO2 12:12 EPEO2 12:12
IF ÏHIS PROJECT HAS A COLD-FORMED BOX BEAM:
1) AT THE LOW FAVE. pO NoT ATTACH ROOF CLtpS T0 THE BOX BEAM.
2) AT A STRUT UNE (ADJACENT TO A PURLIN), DO NOT ATTACH ROOF CLIPS TO
THE BOX BEAM. (NOTE: THE STRUT LINE COULD BE AT THE HIGH EAVE).
5) AT THE HIGH FÁVE. THAT IS NOT ADJACENT TO A PURLIN, DQ ATTACH ROOF
CLIPS TO THE BOX BEAM.
Lrrr 1 L;| \ srRr.ir r'I 8oX BEAMI BoX BEAM/BOX BEAT{
AT LOW FAVE AT STRUT LINE
SPECIAL CONDITION AT A STRONG-BACK EAVE
tF TH|S PROJECT HAS AN EAVE BEAM W|TH (2) PURUNS, AS SHOWN, pO NOT
ATTACH ROOF CLIPS TO THE 'SECOND,' PURLIN.
PURUN SECONO
EAVE BEqM AT LOW EqVE EAVE BEAM AT HIGH EAVE
H1020 SELF-DRTLUNG scREYi
-1/4-11
x11/+'lcPJ-Jl w/o wasHERHI$ñfiÌÎ!= ézro'ne¡o'11 J/16r THK MAx
DRII.IING CÁPACÍIY
H f o45 SE|.f-DRTLUNG SCREvT
12-14 x 2'. TCP3 W/O TYASHER
Éhtttttttttttttt t
u s/r6'HEADI
MALE RIB
rto.o sru,ll,iTY ¡:)i
-¡a 1CP2 Wm{ WASHER
HlÆ uFE FASTENER
5/r6' HEAÍ)
Hl!42 sErf -DRr
ïä_0,| ...xT
TCP3 FLAT TOP
--[a wffH WASHERölN
"ll s/r6'r HEAD
H1100 1/8' x 3/16'
STANLESS STEÊI
EUNO POP RTVEI
q---
5/16'HF¡n
Hl o35 SErF-oRTLUNG SCRÊì,V
12-11 x 1 1/2'-¡a rcP2 wnH wÅsfiERÜlññrñn-rt{l LoNc UFE FASIENER
Hlo50 SE|.f-DRTLUNC SCREU
-
1/+-1r x 7/a'rcP'
llhÞ wtrlr'wAsHEF
U LONG UFE FASÍENEF
5/t6'tlEr'o
H1 1 10 niáiío*#ÈHiÈ,
þ
Hl040 SELF-DRTLTJNG scRil
12-14 x 1 1A'
- fcPz w,/o lI,csHÊFHkmnmr-qt
5/16"ó HEAD
ll1 060 SE|"f-DRTLUNG scREÚ
-
1/+-14 x 7/a" rcPl
Þ
vo wÁsHER
5/16'HEAI)
H1220 seu-onrluNo scREv
12-14 x I'TCP:
w,/o wAsHEÍ@PHII.IPS HEAI oo
o
No
U)
HI Tì¿I SÊT-F-DRITIING SCREì|@ e-14xr1¡+'
TCP2 FLAT TOP
EIFIIIN"-,: wnH wASHER
' s/f6'HÊAn
H 1 061 SELF-0R-]LUr¡C slREr¡
gltr* r'rr' wAsHÊR
- 5/16"r HEAD
(- FR, l--{^Nl l- (- R ll\.,4 P I l\ G lt\l -TR LJ C-rto r\r -È
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IMPORTANT NOTE: THE INSTRUCTIONS ON
THE PAGE ONLY ADDRESS THE USE OF THE
HAND CRIMPING TOOLS. THE INSTRUCTIONS
FOR MECHANICAL SEAMING, IF REQUIRED,
ARE OUTLINED IN THE CFR SEAMING
MANUAL, WHICH IS INCLUDED WITH THE
MECHANICAL SEAMER KIT.
SPECIALIZED SEAMING AND HANO CRIMPING TOOLS
The fin¡shed seom of the CFR roof ponels requ¡res spec¡ol seoming
tools thot orc ovoiloble only through NBS.
CAUTION: The use of other seoming/crimping equipment will result
in foulty ond/or domoged seoms ond sholl involidote the roof
system's moteriol ond weothertightness worronties.
SEAMING TOOL SOURCE
The seoming tools ore provided by NBS in occordonce with the
terms ond conditions of the NBS controct documents. Contoct the
NBS Quolity Service Representive to orronge scheduling, del¡very
ond retum of the seominq tools OR to purchose other roof occessorytools (crimpers, moduloritÍ tools ond cloinps.)
lMPoRlANl: lt sholl bo tho erector's respôns¡b¡lity to opply the Nucor Roll LockTM
hond cr¡mping mcthod in such o woy os to ênsurc thot the poncls hovc bcen
odequotely secured until mechon¡col seoming con occur.
MAÌ{UAL CRIMPING TOOL OPERATION
tool
flush on topof seom
ory
Hondle
Hondle
SECTON A SECTION B
NOMENCLA'TURE
The detoil obove ¡dent¡fies the operotionol ports of the Roll
Lock/Vise Lock Crimping Tool. This crimping toôl is shôwn for the
monuolly produc¡ng the Roll Lock Seom.
TOOL ORIENÏAÎION & FORMINC THE SEAM
Orient the tool to fit correctly onto the roof ponel seom os
shown in Sec A obove.
When the tool is correctly positioned on the ponel, push the
stotionory blode solidly ogoinst the top of the seom. While
holding the stotionory hondle in the horizontol position, rotote
the operoting hondle dorvn to the hor¡zontol pos¡t¡on,
NOïE: The detoil shows o short hondfed crimping tool, the tool
you receive moy be the stond-up type crimper, with either tool
the orientotion on the seom is the sqme.
ry
Hondle
Stotionory
Hondle
A
Operoting
Hôndle dt
Open
Position
STEP 1
Operoting
Hond
GENERAL OPERAÏON
Hondle
Ponel
Seom
Stotionory
Hondle ct
Horizontol
Position
CFR SEAM TYPES
The NBS CFR roof system hos three seom type opt¡ons, Ihe
project design ond performonce requirements govern which seom
type is required. Different seom types moy be required on specific
orecs of the roof. ln oll coses, refer to the Roof Seoming Plon in
erection drowings set to determìne the requ¡red seom type ond
locotions^
NUCOR ROLL LOCKTM SEAM
Crimped
with
Monuol
Ponel Ponel
Cl¡p
Tool
Al Lor Em. Ridæ. Ponel Clios. & Endlos Betræn Pond Clipe
The "Roll Lock" Seom requ¡res the roof ponels be èriÌìpèd with
thè hond crlmplng toÒl ot thê pdnel cl¡ps, the edve, thê h¡gh
side of the roof ponels, ond the end lops. The Motor¡zed
Seoming Mochine js-_nqt required for this seom type.
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NUCOR VISE LOCK@ SEAM
Ponel
Clip
Pqnel
The Vise Lock seom con be och¡eved by two different methods:1. Continuolly hond cr¡mping the seom wiih the Vse Lock Hond
Cr¡mper.2. Mechonicolly seoming with o Vise Lock Seoming Mochine.
Refer to the CFR SEAMING MANUAL for specif¡c motorized seominq
instructions. This monuol is included in the Motorized Seomer Kit.
NUCOR VISE LOCK 360@ SEAM
Pqnel
Clip
Ponel
PANEL RUN
The Vse Lock 360 seom êon be ochieved by three different methods:1. Continuolly hrnd crimping the seom w¡th the Vise Lock 360 Hond
Crimper. Sedm needs to be hond crimped or seomed ¡nto o Vise
Lock Seom pfiOf to using the Vise Lock 360 crimper. This crimper
¡s o buy-out tool ond is used to hond crimp smoll edge ond
comer zonês.
2. Util¡zing o two poss (seporote seomers) seomer method. Meoning
the first poss seomer would be o V¡se Lock Seomer ond the
second sesmer would be o Vise Lock 360 Seomer.3. Utilizing o Single directionol Vise Lock 360 Seomer.
Refer to the CFR SEAMING MANUAL for spec¡fic motorized seoming
instructions. This monuol is ¡ncluded in the Motorized Seomer K¡t.
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cFR CRTMPTNG/SFAMTNG
REOUIREMENTS
THE DESIGN OF THIS STRUCTURE REQUIRES THAT
THE FOLLOWING SEAMING MEIHOD BE UTILIZED:
1E NUCOR ROLL LOCKTM se¡r¡ (sEE NorE r
^No
2 BErow)
2)tr MODIFIED NUcoR RoLL LocKrM socM (sEE DErAL oN
Fot.LorvtNG sHEEr)
3I8 NUCOR VISE LOCK@ sEc{ (sÊE NotE r, 2
^No
3 BELow)
4)f NUcoR vlsE LocK 360Qe¡u (sEE NorE 2 Æ{D 3 BELow)
NOTE 1: ADDITIONAL SEAMING MAY BE NECESSARY AS SPECIFIED
BY THE BUILDER.
NOTE 2: MULTIPLE SEAMING TYPES MAY BE REQUIRED. REVIEW THE
ROOF SEAMING PLAN CAREFULLY FOR SEAMING REQUIREMENTS.
NOTE 3: NoT ALL RooF SYSTEMS REQUIRE MECHANICAL SEAMTNG.
THE BUYER, OWNER, OR ARCHITECT MAY ELECT TO SPECIFI A
MECHANICALLY SEAMED PANEL. OFTEN, FACTORY MUTUAL RATINGS
ALSO REQUIRE A VL36O MECHANICAL SEAMER.
SEE THE CFR SEAMING MANUAL FOR IMPORTANT ERECTOR ÍNFO
ABOUT VISE LOCK 360 SFAMER REOUIREMENÏS.
WHEN TO CRÍMP./SEAM
As work prcgrsss's, ¡t sholl be the erector's respons¡bility to opply the Nucor Roll Loc{r
hond crimping method in such o wdy qs to ensure thot the ponels hove been
odequotely secured unt¡l m€chon¡col seom¡ng con occur.
lvhenever possible, the ¡nstolled roof ponels should be mechon¡colly seomed qs work
progress's OR ot the completíon of eoch doy's work. lf high winds or
roin/snow conditions orc ¡mmincnct, the instqllod roof poncls must be sæmed
R€fer to the project erection drowing Roof Seoming Plon ond/or Detoil poges
to determine whot seom¡ng opt¡on ¡s requ¡red. The obove detoil convqys the
MINIMUM scoming rcquircmcnts bosed upon thc dcsign of tho projoct. Additionol
sedm¡ng moy be necessory os specífìêd by tho bu¡lder. NOTE: mult¡ple sæming
types moy bê r€qu¡rod on o proj6ct, review tho Roof S6oming Plon ond dôto¡ls
corefully.
STAÏONARY
HANDLE
PIVIOÏ POINI
PUSH ROD
HANDLE
(cLosE0
POSTTTON)
PUSH ROO
PIVIOT
SIATIONARY SHOE
STATIONARY SHOE
cLosE0CRIMPING JAW
OPEN
STEP 1 UN-CRIMPEO SIEP 2 - CRIMPED
MAI.IUAL CRIMPING WITH THE
STAI.¡D-UP VISE LOCK CRIMPER
The Monuol Crimping procedure for this stond-up Vise Lock crimper
is the some procedure os the smoll Vise Lock hond crimper. This
crìmper could be used ¡n conjunction with the stond-up
Vise Lock 360 cr¡mper. Cont¡nunolly cr¡mplng with this crimper will
result in o Vise Lock Seom.
TOOL OPERATON
STEP 1 With the hondle in the upword position, ploce the VL
crimper on ponel rib. Moke sure the crimper heod Ìs completely
down on the top of the ponel r¡b before cr¡mping. lmorooer
Dldcemènt ôf crimôer on the nónel mov resrrlt in nanal and /ar
crimper domoge.
STEP 2 Push down on the hondle unt¡l ¡t stops. Releose ond
move the crimper opprox¡mently 4" ond repeot step #l (os needed)
STATIONARY
PIVIOI POINT
PUSH ROD
FRAME
PMOT POINÎ
CRIMPING JAW
STA1ONARY SHOE
OPEN
OPERATING HÀNDLE(cLosED POSflON)
PUSH ROO
STATIONARY SHOE
SÏEP 2 VISE LOCK 360 CRIMPED-/T\SIEP I ROLL LOCKED/YSETI'CKTRIffFED-
MANUAL CRIMP]NG WITH TIIE
STA¡.ID-UP VISE LOCK 360 CRIMPER
The Monuol Crimping procedure for the stond-up Vìse Lock 36O
crimper is the some procedure os the smoll Vise Lock 360 hond
crimper. This crimper is designed to be used in conjunction with
the stond-up Visê Lock crimper 0R seomer. Continunolly crimping
with this crimper will result in o Vise Lock 560 Seom.
TOOL OPERAÎON
Step 1 After the oreo hos been completely seomed or crimpedto form the VISE LOCK SFAM, ploce the VISE LOCK J60 crimper
over the oreo with the hondle in the upword positíon.
Slgp-z Push the hondle down until it stops. Releose hondle ond
move the crimper opproximently 4", repeot step #1.
IMPORTANT: lf the 360 tool does not form the VISE LOCK 360
seom correctly, then stop ond check the seom to see if you
hove o good cont¡uous VISE LOCK SEAM. lf not, then
re-crimp/seom the oreo with the proper VISE LOCK tool.
s
¡QIE DO NOT USE THE VISE LOCK 360 CRIMPER FOR TEMPORARY CRIMPING
MANUAL CRIMPING AT EAVE, ENDI.AP,
RIDGE AND AT EACH CLIP
AT EAVE or
RIDGE END of
ROOF PANEL
Eove or
Rìdge
End of
Tool
Roof
Ponel
Crimping Tool
AT CUPS
Clip
(Under Roof
Ponels)
CHECK PANEL ASSEMBLY
[""x'n"1\" "''o [""Tu"1\"'"''o
Conect Wrong
srpE .^P Frr-uP 1-Folse seomed)
Before seoming ond/or crimping, ¡nspect the full length of eoch
roof ponel s¡de lop. Check thot the líp ot the ponef's mole
edge ¡s enclosed by the hook of the odjocent ponel's femole
edge, os shown ¡n the detoil obove. Any cond¡tions where the
mole lip is not positioned inside of the femole hook must be
corrected before ottempting to seom/crimp the roof ponels.
CAUTION: Folse seoming moy occur where the femole lip does
not hook the roof ponel's mole edge. Folse seomed roof ponels
connot provide th€ir des¡gned wind lood ond weother resistonce.
CIIP AUGNMENT
Before seoming ond or crimping, check thot eoch roof ponel
clip is properly seoted in the roof side lop ossembly. Any
disploced clips must be corrected before ottempting to seom
the roof ponels.
CAUION: Ponel clips thot ore not properly oligned con couse
foulty seoming/crimping ond objectionoble seom oppeoronce.
SEAM DAMAGE
Before seoming, check thot the mole ond femole edges do not
hove kinks or other distortions. Any such distort¡ons must be
corrected before ottempting to seom the roof ponels.
o
5
@t
Crimping Tool
Poñ61 Ponel
Lop
AT ENDI.APS Cr¡mp¡ng Tool
Lop
STEP I end sttp 2Ponel
TOOL POSITION AT THE END OF IHE ROOF PANEL When hond
crimp¡ng dt the eove or r¡dge end of the roof ponel, crimp ponel
o full 12" up from the eove ond down from the ridge.
TOOL POSITION AT PANEL CLIPS When crimping ot o ponel clip
locotion, center the tool over the ponel clip ond crimp thot oreo,
os shown in Deto¡l obove.
TOOL POSIïON AT AN END LAP When crimping ot on end lop,
@twosteps.
STEP 1 Center the end of the crimping tool over the end lopond seom thot oreo.
STEP 2 Position the end of the cr¡mping tool 3" from the edgeof the end lop ond seom thot oreo to ensure thot the ponel
cl¡p qt this locotion is olso cr¡mped.
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