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HomeMy WebLinkAboutConstruction PlansBUILDING SOLUrfIONS G -u` Multi —Story Hardwall Skyline Integrated Conventional- ReRoof --- Self—Storage BUILDING SOLUTIONS GROUP LOADS & CODES CODE: FBC 2001 ROOF LIVE LOAD: 20 PSF WIND SPEED: 130 MPH k EXPOSURE: B 4`. REROOF UP FILECOPY A BlueScope Steel Company ST. LUCIE COUN1" BUILDING DIVISIOI'I REVIEWED IFOR O�<hAP� lt�li p,I=VI=yVED 8Y � DATE PLANS :4 'D ERl11IT Iy;UST BE KEPT 09 JOB OR tjO INcPECTIC 1 'a°J{LL aE tt6 aD^� PROJECT NAME: COLD AIR DISTRIBUTORS PROJECT LOCATION: FT. PIERCE, FL BUILDER NAME; RICHARD K. DAVIS THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED 9Y FIELD INSPECTORS THAT ORDER NUMBER: 122835 MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. PROJECT MANAGER: JERRY AGREE PHONE: (816) 245-6398 PROJECT ENGINEER: RICK DORAN lf.0� FI'L,E te: pa NOTE: IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO THE MATERIALS SUPPLIED BY BUTLER MFG. CO. AND IS NOT INTENDED AS THE SEAL OF THE ENGINEER OF RECORD FOR THE ENTIRE PROJECT. 'l� 140'-0"_ 70'-0" , *w 7 w 0 0 .a ZONE RESOLUTION 1 22 GA MR-24 W/ WIDE TAB CLIPS 2 22 GA MR-24 W/ WIDE TAB CLIPS 3 DOUBLE CUPS W/ SPACER BAR (DET. F433) 2) 5/16" DIA-1/4" SDS .X1 �097460) PANEL CUPS ALIGN CENTER HOLE (560743) WITH HOLE IN PURLIN. LOCATE HOLE IN PURLIN WITH DRIFT PIN. e ee e e CLIP SPACER ee (560746) e e, e i TrP. PURLIN Z N a '"' nwr �Yte/do efv. w.oq O MR-24 CLIP SPACER TO PURLIN ASSEMBLY h O N DETAIL F433 WIDE TABS in h Z a �0 y � THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS AREA "c" OD REQUIRED BY FIELD MAYBE NECESSARY COMPLY WITH ALL AP O O O ng/ AREA "B" /A r 210'-0" I y KEY PLAN l�o 0s REVISION No. 01 REVISION No. a aep iuu 7BUILDER: PROJECT. DRAWING TITLE: LD04-12283.55—ni BY: JLH ENGR APPR:3 oac o ' xo.dBY: DATE:.10/2612/2/04 REMOVED DEIMENSION BUTLER aDOUBLE CLIP &pp —an CLOUDS m en MANUFACTURING �Jw °td ARD K. DAVIS CONST. COLD AIR DISTRIBUTORS SPACER BAR LOCATION ERECTION DRAWINGS NG NUMBER: REV. JUi COMPANY a�,a FT. PIERCE, FL FT. PIERCE, FL PLAN AREA "A" en Den® e. A BLUESCOPE ,,� G,,,d ,,� FOR CONSTRUCTION USE STEEL COMPANY D�sgn and FabriwN"n BUILDING SOLunM GR1 01 M N a a 0 N I N S o O a O O w c� a �O N3 O O 0 0 TYP. w N a 0 to 3 O 0 0 2Q 0 of I 0 rn OI 1 O rn m a ZONE RESOLUTION 1 22 GA MR-24 W/ WIDE TAB CUPS 2 22 GA MR-24 W/ WIDE TAB CLIPS 3 DOUBLE CUPS W/ SPACER BAR (DEf. F433) 5/16" DIA.X1-1/4" SDS �2) 097460) PANEL CLIPS ALIGN CENTER HOLE (560745) WITH HOLE IN PURLIN. LOCATE HOLE IN PURLIN WITH DRIFT PIN. e o � e CLIP SPACER oe (560746) 0 e `PURLIN MR-24 CLIP SPACER TO PURLIN ASSEMBLY DETAIL F433 WIDE TABS THESE PLANS AND ALL PROPOSE[ ARE SUBJECT TO ANY CORRECTIC REQUIRED BY FIELD INSPECTORS MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE C( 150'-0" KEY PLAN /. h r REVISION No. 01 REVISION No. u a@ iva s BUILDER: PROJECT: DRAWING TITLE: < /� DRAWN BY: JLH ENGR APPR: BUTLER !"� ".drou FINAL. CHECK BY: DATE: 10/26/ 0 2/2/04 REMOVED DIMENSION uvE BUTLER �dj DOUBLE CLIP &mm M CLOUDS � MANUFACTURING u� �A '""0"°'rtl RICHARD K. DAVIS CONST. COLD AIR DISTRIBUTORS SPACER BAR LOCATION ERECTION DRAWINGS DRAWING NUMBER: REV: JLH er A BLUESCOPE a� nr ¢ "�ar,a FT. PIERCE, FL FT. PIERCE, FL PLAN AREA B STEEL COMPANY Design and ' de,,c, eulLnlxc sourtaxs caaUP FOR CONSTRUCTION USE 04-122835-02 01 ¢RIDGE 29'-0" 29'-0" O _I Lm. -_w LZONE UPLIFT RESISTANCE ' 1 449 PLF 2 667 PLF 3 890 PLF ' INCLUDES SAFETY FACTOR NOTE: BMC IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THE SLOPE BUILD—UP AND ROOF PANEL ONLY. RESOLUTION 1 22 GA MR-24 W/ WIDE TAB CLIPS LZONE 2 22 GA MR-24 W/ WIDE TAB CLIPS 3 DOUBLE CUPS W/ SPACER BAR (DEf. F433) PANEL CUPS (560743) CLIP SPACER% (560746) e 0 0/ �2) 5/16" DIA.Xt-1/4" SOS 097460) ALIGN CENTER HOLE WITH HOLE 1N PURLIN. LOCATE HOLE IN PURLIN WITH DRIFT PIN. e 0 e PURLIN Add ,, D SP ER TO PURLIN ASSEMBLY Wd dDE TABS ANYY CORRECTIONS 11P-IdUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPlywiluAll dppmaLE CODES. UNIT "A" UNIT "B o �os KEY PLAN REVISION No. 01 REVISION No. BVTLER u"��V�=W BUILDER: PROJECT: DRAWING TITLE: "" DRAWN BY: JLH ENGR APPR: ' p FINAL" CHECK BY: DATE 10/26/ �12/Z/04 REMOVED DIMENSION na[ BUTLER Q OR" W. CLOUDS amen MANUFACTURING A ' �°"`'RICHARD K. DAVIS CONST. COLD AIR DISTRIBUTORS UPLIFT DIAGRAM ERECTION DRAWINGS DRAWING NUMBER: REV: JLH COMPANY a.„a wRaorFT. .PIERCE, FL' FT. PIERCE, FL AREA "C" � Or scum er A BLUESCOPE wsc �„� SKf-�FOR CONSTRUCTION USE 04-122835-03 01 STEEL COMPANY DWgn and Fabrication BUILDING 3 a D n N ". 1111111100.9Z 0 0 n 140'-0" 70'-0" SPANNING MEMBER 1 /12 14 SPLICE DET. TYP. GABLE ANGLE 14 CONN. DET. TYP. 2/12 w EL im 30 SPANNING MEMBER 14 SPLICE DET. TYP. w N O Z 3 O N ,— 0 SPANNING MEMBER 14 CONN. DET. TYP. 25'-0" 25'-0" 1/12 25'-0" 25'-0" 20'-0" 20'-0" 25'-0" 2/12 28'-0" 17'-0" 9 s s 4 10 REVISION No. 01 REMOVED DIMENSION CLOUDS REVISION No. REFERENCE INSTALLATION_ DRAWINGS B-1081149 HIGH PROFILE MOM LAYOUT , SQUARING & DRILLING B-1081150 HIGH PROFILE MOM DETAILS B-1081151 HIGH PROFILE MOM SPN'G MBR & ROOF PNL INST B-1081152 HIGH PROFILE MOM ROOF SYSTEM DETAILS REFERENCE INSTALLATION DRAWINGS FOR LPMOM AREA ` B-1081145 LOW PROFILE MOM LAYOUT , SQUARING & DRILLING LOW PROFILE MOM SPACER & ROOF CLIP DETAILS B-1081147 LOW PROFILE MOM CLIP, EAVE ANGLE & MR-24 INST B-1081148 LOW PROFILE MOM ROOF SYSTEM. DETAILS THES LAMS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT AREA "C^ MAYBE NECESSARY IN 0 R TO COMPLY E CODES, AREA "B" 5 3 2 KEY PLAN HIGH PROFILE METAL OVER METAL AREA 1 ► /100� ®UTLER �@ BUILDER: PROJECT: DRAWING TITLE: FINAL DRAWN BY. JLH ENGR APPR: u • I NAL CHECK BY: DATE: 10/29/04� MANUFACTURING �iq�g�o,►@ RICHARD K. DAVIS CONST. COLD AIR DISTRIBUTORS HPMOM SPANNING ERECTION DRAWINGS DRAWING NUMBER: REV: COMPANY FT. PIERCE, FL FT. PIERCE, FL MEMBER A BLUESCOPE AM Cwtff,,, f„ FOR CONSTRUCTION USE STEEL COMPANY o,m9" ""e Fabdoa - BUILDING SOMONS GMP FRAMING PLAN D 04-122835-10 01 c e 31 RIDGE g 0 29 —U Zy —U i I I � Z iQ I GABLE CONN. 14 DET. TYP. ) M M 6 HORZ. M M 1 TIER TRANS. 11 BRACE BRAC. DET. TYP. 15 14 LAP DET. 0 a J Z 0 a ( TYP. EAVE 15 SPLICE CONN. o 3" PURLIN Z 8 TYP. SBU 15 LAP DET. 15 CONN. DET. EAVE ADAPTER 14 CLIP DET. TYP. M M M II M II I 10 1 TIER LONG. BRAC. DET. 15 TYP. m NOTE: BMC IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THE SLOPE BUILD—UP AND ROOF PANEL ONLY. THESE PLAINS AND AIL PROPOSED WORK, ARE SUBJECT TO ANY CORREC-not%iIS REQUIRED BY FIELD INSPECTORS T HAT MAY RE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, I KEY PLAN �I L oS REVISION No. 01 REVISION No. a s %*�AU�-]BUILDER: PROJECT: DRAWING TITLE: DRAWN BY: JLH ENGR APPR: ��,FINAL CHECK BY: �qj DATE: 10/2QA4U. 2/2/04 REMOVED DIMENSION �� BUTLERDRAWN ar CLOUDS DRWM ar MANUFACTURING �%� RICHARD K. DAVIS CONST. COLD AIR DISTRIBUTORS ROOF FRAMING ERECTION DRAWINGS DRAWING NUMBER: REV: JLHo a,:oWn¢n a+:A BLUAESCOPE �� "�-�• PIERCE, FL FT. PIERCE, FL PLAN AREA "C"FOR CONSTRUCTION USESTEEL COMPANY DWagn avid Fabbftation BUILDING SOLUTIONS GR 04-122835-11 01 PART SCHEDULE [ ] PART NAME PART NUMBER PART LENGTH WORK 0 A 2 X 2-1/2 VERTICAL POST 703526 1'-0" Y B 2 X 2-1/2 VERTICAL POST 703526 T-1" Y C 2 X 2-1 2 VERTICAL POST 703526 V-2.1/4 Y D 2 X 2-1/2 VERTICAL POST 703526 1'-3.1 2" Y E 2 X 2-1/2 VERTICAL POST 703526 V-4.3/4" 1 Y F 2 X 2-1/2 VERTICAL POST 703526 V-6" . Y G 2 X 2-1/2 VERTICAL POST I 703526 V-7" Y NOTE: HEIGHTS ARE ESTIMATED FOR MATERIAL BILLING AND ARE NOT TO BE ASSUMED ACCURATE FOR CONSTRUCTION. 4'-0" 4" CUSTOM 3" Z—PURLIN - EAVE STRUT (530953) (GK1927) 10'-0" LONG 20'-0" LONG A 5/16" SDS. B (2) PER CONN. (097405) TYP. a� EXISTING" STRUCTURALS 12 1/41 29'-0 1/16" 4 SPACES ® 5'-0" O.C. 5/16" SDS. HORIZONTAL — (2) PER CONN. BRACE (703551.) (097405) TYP. 15'-0" LONG 5/16" SDS. (1) PER CONN. (097405) TYP. EXISTING ROOF A IMPORTANT NOTE: THE STRUCTURAL SYSTEM PROVIDED REQUIRES FIELD CUTTING OF STOCK LENGTH COMPONENTS. IT IS STANDARD PRACTICE TO FIELD CUT THE LONGEST. REQUIRED LENGTHS FIRST, USING THE DROP-OFF FOR SHORTER LENGTHS. THIS BECOMES CRITICAL FOR NON-LAPABLE MATERIAL SUCH AS .VERTICAL POSTS. CUT LONGEST LENGTHS 1ST. USE THE DROP-OFF FOR SHORTER LENGTHS. FASTENERS —/ (NOT .BY BMC) )NTAL LAP DEf. RIDGE 4'-0" 11-0, NEW ROOF PANEL LINE ___—_-- 1 STRAP BRACING (FIELD CUT AS REQUIRED) E (703559) IF G 3" Z—PURLIN (530953) 20'-0" LONG RIDGE CROSS SECTION 3/ 13 I HESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED'SY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLJCABLE CODS, l to l REVISION No. REVISION No. BUTLER a IQ� �� sir BUILDER: PROJECT: DRAWING TIRE DRAWN BY: JLH ENGR APPR: a a�g BUTLER �. FINAL CHECK BY: DATE: 10/26/ ` °qN"R RUBY, MANUFACTURING Oa '^"°''°``" RICHARD K. DAVIS CONST. COLD AIR DISTRIBUTORS CROSS SECTION 3/13 ERECTION DRAWINGS DRAWING NUMBER: REV: COMPANY o a R.R„f • � sef- FT. PIERCE, FL FT. PIERCE, FL ID04-122835-13 00 «� R* aQxm ar: A BLUESCOPE ,,,� �,;,I,, ra FOR CONSTRUCTION USE STEEL COMPANY o�g" and Fab&.u- BUILDING SOLUPOMS GROUP v Y A P. SPANNING EMBER 530495) A 1\ x SPLICE MEMBER (530498) 1V// L 8) SCRUBOLTS ® NOTE: �097196) TYPICAL SLOTS ARE PROVIDED IN SPLICE MEMBERS TO ASSURE CONTINUED MODULARITY FOR PANEL ATTACHMENT. FIELD MEASURING AND ADJUSTMENT EVERY 45 LINEAL FEET (EVERY 3 SPANNING MEMBERS) IS REQUIRED TO . .MAINTAIN THE MODULARITY. DETAIL ROTATED FOR CLARITY OF SPANNING MEMBER SPLICE ATTACHMENT DETAIL 1 /14 SPANNING MEMBER SPLICE DETAIL REVISION No. / CUSTOM EAVE STRUT O (GR1.907) 10'-0".LONG O O � O �_4� O O O INSERT ADAPTER (543130) (2) S.D.S. (D97405) PER CONNECTION 3 1/4" SPACER (700067) FIELD DRILL 9 16" SPANNING NEW ROOF NEW MR-24 ROOF PANEL FOR THIN HEAD BOLT �WP405 " SDS. EMBER PANEL LINE LINE I NUT (097462) E)CONN.�530495) EXISTING ROOF PANEL I 1 1/4" SPANNING MEMBER (530495) - ,--GABLE ANGLE (520007)EXISTING ROOF PANEL n HOLE I \-FIELD DRILL 5/160 HOLE FOR (1) GREEN SCRUBOLT EXISTING Z-PURLIN 196) PER CONNECTION MO.C. ALONG EXISTING 1/4"STRUCTURAL Ir 7/8I- -EDGE OF SECO 2'-0" O.C. MAXIMUM SPACINGS . T�12" MAXIMUM DETAIL 2/14 %&..AQPNNECTION HPMOM FIELD DRILL 9/16"0 HOLE 1/4" FOR THIN HEAD BOLT Sc NUT (097462) I� NEW ROOF— PANELII LINE - - li FCRUBOLT L(Og7196) (1) PER CLIP DETAIL 3/14 HPMOM CONN. DETAIL '4" SPACER (7QO067) -0 O.C. EXISTING Z-PURLIN ZONTAL E (7 31551) FIELtRgi O S AND ALL PROPOSED WORK CORRECTIONS C Cfomny - Y FIELD INSPECTORS THAT I ESSARY IN ORDER TO WITH ALL APPLICABLE CODES, DETAIL 6/14 TYP. GABLE ANGLE CONN. —lut REVISION No. BVrLElR spa a� Wrd—U BUILDER: PROJECT: DRAWING TITLE: DRAWN BY: JLH ENGR APPR: I aygr FINAL CHECK BYID DATE: 10/29/10/29/ BUTLER ERECTION RICHARD K. DAVIS CONST. COLD AIR DISTRIBUTORS CONNECTION DETAILS ERECTI®N DRAWINGS MANUFACTURING a c` ``'" DRAWING NUMBER: REV. COMPANY ���¢ �o< FT. PIERCE, FL FT. PIERCE, FL A BLUESCOPE ,,,� �,;,,,, t„ FOR CONSTRUCTION USE 04-122835-14 00 STEEL COMPANY Design and Fab iwf on BUILDING SOLUTIONS GROUP THRU HOLES AND BEND 2 X 2-1/2 VERT POST TABS AWAY FROM SPLICE (703526) DETAIL 4/14 EAVE ADAPTER CUP DETAIL 'I 3" TOP Z-PURLIN (530953) 20'-0" LONG HOLE Jr 7/8" EDGE OF SECONDARY DETAIL 5/14 TYP. GABLE ANGLE CONN. I A 3" Z-PURLIN (53095%:_____�5/16- 20'-0" LONG ///--- CUSTOM EAVE STRUT CUSTOM EAVE STRUT / (GR1907) 10'-0" LONG (GR1907) 10'-0" LONG (SEE FRAMING PLAN NOM. LAP / `� 3" Z PURLIN NEW ROOF SEE FRAMING PLAN F PANEL LINE + + + 0 0 I SDS. 3" Z PURLIN (4) S.D.S. (097405) (097405) (2) SEE FRAMING PLAN I PER LAP ov PER CONN. TYP. LAP ¢ HORIZONTAL BRACE (703551) 2-1/2" X 2" 15'-0" LONG VERT. SUPPORT (703526) (4) S.D.S. (097405) 5/16" SDS. ING PLAN) (SEE FR!EXISTING PER CONNECTION (097405) (2) Z-PURLIN IMPORTANT NOTE: PER CONN. TYP. (953) 20'-0" IT IS IMPORTANT IN ORDER TO MAINTAIN DRNABILITY OF LONG THE S.D.S., THAT THE PURLIN SPLICE NOT BE LOCATED t ® A VERTICAL SUPPORT MEMBER. 2 X 2-1/2 VERT POST (703526) FASTENERS TYP. DETAIL 9 / 15 (NOT BY BMC) ROOF 3" PURLIN LAP DETAIL DETAIL 7/ 1 5 EXISTING EAVE SPLICE CONN. DET. STRUCTURAL DETAIL 8/15 TYPICAL SBU CONN. DET. 1/4� 5/16" SDS. (097405) (2) PER CONN. TYP. 3" Z-PURLIN (530954) NEW ROOF X 20'-0" LONG PANEL LINE HORIZONTAL a d NEW MR-24 ROOF PANEL _LINE BRACE 1) EASE 3" Z-PURLIN (530953) (SEE FRAMING PLAN) 15'-0" LONG PLANS AND ALL PROPOSgp yy®Rk 2FRAMI LONG `SUBJECT TO ANY CORRECTIQNS (SEE FRAMING PLAN) RE UIRED EY FIELD INSPECTOR s THAT BE NECESSARY IN ORDER TO (1) S.D.S. (097405) COMPLY WITH ALL APPLICABLE GQDES, w z PER CONNECTION O it >W c STRAP BRACING = U) 5/16" SDS. (703559) FIELD 3" Z-PURLIN (530953) (097405) (1) CUT AS REQUIRED Of 20'-0" LONG PER CONN. TYP. N w (SEE FRAMING PLAN) ui a N o STRAP BRACING o + + (703559) FIELD CUT It AS REQUIRED f0 X }d} t0 5/16" SDS. SLOPE BUILD-UP (097405) (2) V3" Z-PURLIN EXISTING CONNECTION SEE PER CONN. TYP. (536953) 20'-0" ROOF EXISTING DETAIL 4 05 LONG TOP OF EXISTING STRUCTURALS FASTENERS STRUCTURAL (NOT BY BMC) MIN. (2) FASTENERS TO EXISTING STRUCTURALS (NOT BY BMC) LONGITUDINALDEAIL BRACING o NECTION DETAIL 11 Z15 j / J �O TRANSVERSE BRACE DETAIL REVISION No. VISION No. ®VrLER y`u a�H-dn� r BUILDER: PROJECT: DRAWING TITLE: IfD WN BY: JLH ENGR APPR:� 01 El �,,. FINALCK BY: DATE:10o MANu ACTURING (CJIL�a RICHARD K. DAVIS CONST. COLD AIR DISTRIBUTORS CONNECTION DETAILS ERECTION DRAWINGSCOMPANY b�„�+ FT. PIERCE, FL FT. PIERCE, FLWING NUMBER: JREV. A BLUESCOPE ,,x c"nuea ,,� �- FOR CONSTRUCTION USE STEEL COMPANY Design and F°bricaffon BUILDING SOLUnONS GROUP 04-122835-15 'I - o 0 a 't2I - 1, B/i B/: 1 A!�• /1" � �l1• A 21 O'-0" DIHtCIION OF PANEL INSTALLATION l (t9-zmwmmm� 96, � REVISION No. 01 REVISION No. u v� �¢ BUILDER: PROJECT: ®lUTLER���� REMOVED DIMENSION BUTLER CLOUDS tee: MANUFACTURING. a i"' RICHARD K. DAVIS CONST. COLD AIR DISTRIBUTORS o�� A BLUAES OPE PANY�`"a R.�r FT. PIERCE, FL FT. PIERCE, FL � � to s"`-st—c' STEEL COMPANY oeaign aw FabAmtim BUILDING SOLUTIONS GROUP GENERAL NOTES: 1. IT IS THE RESPONSIBILITY OF THE ROOFING CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO THE FABRICATION OF ROOF STRUCTURALS, PANELS, AND TRIMS. 2. MR-24 ROOF SYSTEM; 22 GA. PANELS W/ LOW WIDE TAB CLIPS PANEL COLOR : ALZN TRIM COLOR : BIRCH WHITE MR-24 PANEL CLIP 12 (560743) 1 /2 NEW ROOF PANEL LINE GREEN SCRUBOLT (097196) EXIST. ROOF PANEL LINE 1 1/4" 5/16"0 S.D.S SPANNING MEMBER (097405) (530495) 3 1/4" SPACER CLIP SCRUBOLT (700067) (097196) ROOF PANEL CLIP ATTACHMENT @M.O.M. 12 1/2 s" 3/16" BEAD GUNGRADE PANEL LA PANLASTIC (025392) 5" 1" FLANGE NUT (097190) MR-24 UPPER ROOF PANEL PANEL STRAP (560101) TAPE PANLASTIC--- 30 (042717) MR-24 LOWER ROOF PANEL PANEL CLIP SPLICE PLATE ATTACHMENT (560100) OR THESE PLANS AND ALL PROPOSED WORK SPANNINIG MEMBER ARE SUBJECT TO ANY CORRC�TT4�N5 0.0 F PANEL SPLICE REQUIRED BY FIELD lNS'r'6WlVllV"llm A' MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODE REFERENCE INSTALLATION DRAWINGS B-1080570 ROOF PANEL IDENTIFICATION B-1080574 SPACER BLOCK INSTALLATION 13-1080575 MR-24 ROOF PANEL INSTALLATION B-1080576 MR-24 PANEL CLIP INSTALLATION B-1080875 ROOF PANEL IDENTIFICATION KEY PLAN B-1080949 ROOF PANEL CALCULATOR �,A DRAWING TITLE: DRAWN BY: JLH ENGR APPR: FINAL CHECK BY: DATE: ROOF PLAN ELECTION DRAWINGS DRAWING NUMBER: REV. AREA "A" FOR CONSTRUCTION USE ID 04-122835-20 01 Y 2 A w Zn REVISION No. 01 REMOVED DIMENSION CLOUDS w- 0 I O O w 0 'w - DIRECTION OF PANEL INSTALLATIO r--►E/30 F/30 ------------ N w 0- o N Z 3: F/30 0 G/31 FOR 12'-0" BEYOND II CENTERLINE OF RIDGE H/31 0 I 00 G/31 Ak N_ w a0 (V J �3 z o F/30 REVISION No. N/324 DIRECTION OF NE PAL INSTALLATION 150'-0" m O GENERAL NOTES: 1. IT IS THE RESPONSIBILITY OF THE ROOFING CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO THE FABRICATION OF ROOF STRUCTURALS, PANELS, AND TRIMS. 2. MR-24 ROOF SYSTEM; 22 GA. PANELS WITH LOW PROFILE METAL OVER METAL CLIPS. PANEL COLOR : ALZN TRIM COLOR : BIRCH WHITE PANEL CLIP 12 (560745) 1 /2 SCRUBOLT PER CLIP (097196) NEW ROOF PANEL LINE SUPPORT BLOCK (703565) EXISTING METAL ROOF EXISTING STRUCTURAL L� ROOF PANEL CLIP ATTACHMENT FOR METAL OVER METAL 6" PANEL 1. FLANGE NUT 5" 1" (097190) MR-24 UPPER ROOF PANEL PANEL STRAP (560101) I ��MR=24 LOWER ROOF PANEL TAPE PANLASTIC (042717) SPLICE PLATE (560100) THESE PLANs-10i LICE ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO AREA "C" COMPLY VVITH ALL APPLICABLE CODES, B-1080570 ROOF PANEL IDENTIFICATION B-1080575 MR-24 ROOF PANEL INSTALLATION B-1080576 MR-24 PANEL CLIP INSTALLATION B-1080875 ROOF PANEL IDENTIFICATION B-1080949 ROOF PANEL CALCULATOR B-1081145 LOW PROFILE MOM LAYOUT , SQUARING & DRILLING B-1081146 LOW PROFILE MOM SPACER & ROOF CLIP DETAILS B-1081147 LOW PROFILE MOM CLIP, EAVE ANGLE & MR-24 INST R-10R1 14R IOW PROFII F MOM ROOF SYSTEM DETAILS A*- BUILDER: PROJECT: DRAWING TITLE: A, MANUFACTURING '"`"°` d RICHARD K. DAVIS CONST. COLD AIR DISTRIBUTORS ROOF PLAN COMPANY ..„ FT. PIERCE, FL FT. PIERCE, FL AREA "B" A BLUESCOPE smr-stw v. STEEL COMPANY DeaAgn W m BUILDING SOLUTIONS GROUP AREA "A" KEY PLAN /1^ DRAWN BY: JLH ENGR APPR: FINAL. CHECK BY: DATE f / ERECTION DRAWINGS DRAWING NUMBER: REV: FOR CONSTRUCTION USE D 04-122835-21 01 FA ¢RIDGE rol J/31 J/31 .L/31 z 0 0 z ¢ o Ld O z a 0 L/31 0 00 z 0< 8 Z WLx J oW o_ I 1 /2.12 DOWNSLOPE 1 2:12 DOWNSLOP K/31 I I I G/31 G/31 r o , 1 10 l es REVISION No. REVISION No. SUTLER a` a nag �AL a BUILDER: PROJECT: DRAWING TE: - aae aae ' BUTLER Mmur: MANUFACTURINGja�`'' RICHARD K. DAVIS CONST. COLD AIR DISTRIBUTORS ROOF PLAN ounan ar. aman ar: A BLUAESAN °" sas-swao. FT. PIERCE, FL FT. PIERCE, FL AREA "C" n STEEL COMPANY oody�n and Fabdcavm BUILDING SOLUTIONS GNOIIP Im 'w GENERAL NOTES: 1. IT IS THE RESPONSIBILITY OF THE ROOFING CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO THE FABRICATION OF ROOF STRUCTURALS, PANELS, AND TRIMS. 2. MR-24 ROOF SYSTEM; 22 GA. PANELS W/ WIDE TAB CLIPS PANEL COLOR : ALZN TRIM COLOR : BIRCH WHITE REFERENCE INSTALLATION DRAWINGS B-1080570 . ROOF PANEL IDENTIFICATION B-1080575 MR-24 ROOF PANEL INSTALLATION B-1080576 MR-24 PANEL CUP INSTALLATION B-1080875 ROOF PANEL IDENTIFICATION B-1080949 ROOF PANEL CALCULATOR 12 1/2 PANEL CLIP (560743) SCRUBOLT (097196) PER CLIP ,--NEW ROOF PANEL LINE BLANKET INSULATION SLOPE BUILD-UP FRAMING (SEE CROSS SECTIONS) TYP. ROOF PANEL CLIP ATTACHMENT . THESE PLANS AND ALL PROPOSED WORK, ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE,NECESSARY " IN ORDER T UNIT C" COMPLY WITH ALL APPI_ICARI F r. 4;1� UNIT "A" UNIT "B" KEY PLAN FINAL DRAWN BY. JLH ENGR APPR: CHECK BY: DATE 10/26 ERECTION DRAWINGS DRAWING NUMBER: REV. FOR CONSTRUCTION USE p 04-1 22835-22 00 I R ul PANEL SUPPORT TAB (630001) PANEL SUPPORT (630000) MR-24 ROOF PANEL PANEL 1 1/4" SPANNING MEMBER (530495) EXISTING ROOF --- STRUCTURE (Z-PURUN SHOWN) 7' PANEL STRAP (560004) CORRUGATION CLOSURE (560348) & SCRUBOLT (097264) SCRUBOLT (097104) 4 PER PANEL LOCKRIVET (096306) 4" GUTTER (630103) UNPUNCHED GABLE ANGLE I' (520062) 20' LONG EAVE CLOSURE (630170) 3 1/4" SPACER CUP (700067) FIELD DRILL 5 16" 1) GREEN SCRUBOLT 097196) WALL PANEL (NOT BY BMC) REFERENCE INSTALLATION DRAWINGS B-103223 GUTTER ASSEMBLY STEP 1 B-103224 GUTTER ASSEMBLY STEP 2 B-103226 SUPPORT INSTALLATION B-104714 WEATHERSEAL B-1081235 INSIDE CORNER TRIM INSTALLATION B-1081236 CORNER CAP INSTALLATION B-1081244 INSIDE CORNER TRIM INSTALLATION SECTION A/30 GUTTER CONDITION LOCKSEAM TAB (560003) (2� PER TRIM CU NEW MR-24 ROOF TRIM CUP PANEL (560093) 1/4 �— 1/'/__ca0SCRUBOLT /8"PANEL STRAP EXISTING ROOF (560004) PANEL MR-24 ROOF PANEL IO(CLOSURE 097264) (560348) SCRUBOLT (4 PER PANEL) 'GABLE TRIM TAPE PANLASTIC (630308) LEFT (027893) (630309) RIGHT II S.D.S. (097364) ® 2'-0 O.C. EXISTING PURUN HIGH EAVE TRIM (630272 ) I SPACER CUP (NFASTENER BYBMC) 10067) ® 2-0" O.C. I WALL ADAPTOR FIELD DRILL 5//16" .I I I (630310) �1) GREEN SCRUBOLT 097196) WALL PANEL FIELD71CO HOLE FOR 1) GREEN (097196) EXISTING WALL NOT BY BMC SCRUBOLT EXISTING PURUN REFERENCE INSTALLATION DRAWINGS NOTE: BLANKET INSULATION NOT SHOWN FOR CLARITY B-1080377 WEATHERSEAL FOR LOCAL TRIM B-1080378 LOCAL TRIM B-1080789 HS EAVE CUP & PANEL CLIP REQMT. REFERENCE INSTALLATION DRAWINGS B-1081239 EAVE B-104542 BIRD STOP B-1080572 TRIM CUP, LOCKSEAM TAB, & PANEL CUP ADAPTER B-1080951 SEAM REINFORCING CLIP ASSEMBLY B-1081167 GABLE TRIM B-1081259 VARIABLE WALL ADAPTER B-1081152 HP M.O.M. ROOF SYSTEM DETAILS SECTION B/30 GABLE CONDITION SECTION C/30 GABLE CONDITION RIDGE PANEL SUPPORT TAB GREEN LOCKRIVET (630001) (096306) 1'-0" O.C. ' PANEL SUPPORT (630000) GREEN LOCKRIVET RIDGE COVER (560157) (096306) 2'-0" O.C. LOCKSEAM PLUG (560158) EXISTING STRUCTURE RIDGE RETAINER (560156) PANEL CLOSURE (560155) EAVE ANGLE (703564) 10'-0" LONG 1-3/8" CORRUGATION CLOSURE (560348) LOCK SEAM TAB 6' 5-5/8' & SCRUBOLT (097264) (560003) CLOSURE REINFORCING STRAP PANEL CUP (560440) MR-24 ROOF PANEL PANEL STRAP (560004) CORRUGA ION FIELD FORM GABEL FLASHING (560008) MR-24 ROOF PANEL (6 0 26) AT THIS LOCATION (096306) MR24 ROOF PANEL. LOCKRIVET (096306) EXISTING ROOF PANEL �LOCKRIVET SPACE LOCK 1 70355) REVISION No. 3 7/1 3 1/4" SPACER CUP (700067) 7/8"1 � EXISTING ROOF STRUCTURE REFERENCE INSTALLATION DRAWINGS 9-105816 INSIDE CORNER B-103247 PANEL CLOSURE INSTALLATION B-1080578 RIDGE INSTALLATION B-1081169 RIDGE END COVER INSTALLATION SECTION D/30 RIDGE CONDITION REVISION No. BUTLER MANUFACTURING COMPANY A BLUESCOPE STEEL COMPANY wttrst� SMf—StQnpe BUILDING SOLURONS MP SPACER CLIP (703566) SCRUBOLT (097104) EXISTING METAI FIELD DRILL 5//16" 4 PER PANEL (NOT BY BMC) �1) GREEN SCRUBOLT GUTTER (630103) 097196) SHIM (703563) SCRUBOLT 095984) FIELD CUT EXISTING PANEL & SCRUBOLT 3 PER PANEL OVERHANG BACK TO FACE (097270) OF EAVE STRUCTURAL OR EXISTING EAVE BACK OF WALL PANEL STRUCTURE S.D.S. (097364) ® 2'-0" O.C. EAVE CLOSURE (630459) REFERENCE INSTALLATION DRAWINGS B-103223 GUTTER ASSEMBLY STEP 1 B-103224 GUTTER ASSEMBLY STEP 2 B-103226 SUPPORT INSTALLATION B-104714 WEATHERSEAL B-1081236 CORNER CAP INSTALLATION B-105019 EAVE CLOSURE 3 0 INSTALLATION SECTION _ LPMOM GUTTER DETAIL ` 0 /0� 11 BUILDER: PROJECT: DRAWING `TREE: / RICHARD K. DAVIS CONST. COLD AIR DISTRIBUTORS TRIM SECTIONS FT. PIERCE, FL I FT. PIERCE, FL -ME ECT TO ANY C Ell. REQUIRED BY FIELD IN TdRS MAY BE NECESSARY IN EeTi COMPLY WITH ALL APPLICABLE C —GABLE TRIM TRANSITION CLIP (520014) TSUPPORT CUP 520023) ',-GABLE TRIM (630199) S.D.S. (097364) 2'-0" O/C WALL PANEL & CLOSURE (NOT BY 8MC) REFERENCE INSTALLATION DRAWINGS B-1080580 GABLE TRIM INSTALLATION (SIM) SECTION F/30 LPMOM GABLE TRIM TRANSITION FINAL ERECTION DRAWINGS FOR CONSTRUCTION USE DRAWN BY. JLH I ENGR APPR: CHECK BY: 2= I DATE: 10/27tn DRAWING NUMBER: D 04-122835-30 Y COUNTER FLASHING 10' LONG (630562) FIELD BEND AS REQUIRED 12 1/4 1 12 --� 1/4 (2) SELF -DRILLING SCREWS (097274) AT CUP J FLASHING SUPPORT CLIP RIDGE COVER OCKSEAM PLUG (560741) 4'-0" O.C. (560157) (560158) / I RIDGE LOCKRN(096306) LOCKRNET096306Ef ) / 6" ® 2'-0" O.C. . ® 1'-0" O.C. TRANSITION PANEL (15'-6' LG.) RETAINER PANEL CLOSURE 1 (560156) (560155) - SPACER BLOCK (703565) EXISTING ROOF PANEL SCRUBOLT (097196) MR-24 ROOF PANEL ❑ 6 PER PANEL EXISTING ROOF PANEL / 9/16' EXISTING STRUCTURAL 3 CLOSURE REINFORCING 7 1 8" EXISTING STRUCTURAL STRAP (560008). 1/2" SHIM (703563) 1 _p" MAX. TRANSITION SUPPORT ANGLE (630563) 2" WAFER HD SDS (NOT BY BMC) REFERENCE INSTALLATION DRAWINGS B-1081413 PARALLEL TRANS. PANEL INSTALL. B-1081532 SHORT PANEL TRANSITION 8-1081412 PARALLEL TRANS SUPPORT ANGLE B-1081561 R TO W TRANS FLASH. ON DOUBLE SLOPE 12 1/41 RIDGE COVER- (560157) LOCKRIVET (096306) ® 2'-0" O.C. RETAINER - (560156) m N SCRUBOLT (0971 a 6 PER PANEL cl n m N N CLOSURE REINFORCING - i STRAP (560008) b 0 a 0 0 N 0 N „o REVISION No. ate cn w o� SECTION Gf 31 PARALLEL TRANSITION RIDGE SEAM PLUG 158) NOTE: BLANKET INSULATION NOT SHOWN FOR CLARITY. B-105634 PANEL CLOSURE INSTALLATION B-1080578 RIDGE INSTALLATION B-1081148 LP M.O.M. DETAILS B-1081169 RIDGE END COVER INSTALLATION B-1080583 RIDGE TRANSITION AND EXTENSION SECTION H/31 LPMOM RIDGE DETAIL 12 GUTTER SUPPORT TAB 12 1/4 GUTTER SUPPORT (630001)� 7-� (630000) LOCKRIVET (096306) ® V-0" O.C. MR-24 ROOF PANEL ,—PANEL CLOSURE (560155) (R--24 ROOF PANEL BLANKET INSULATION BLANKET INSULATION SCRUBOLT (01 1 3 PER PANEL REFERENCE INSTALLATION DRAWINGS B-105634 PANEL CLOSURE INSTALLATION 8-1080578 RIDGE INSTALLATION B-1081169 RIDGE END COVER INSTALLATION SECTION K/31 RIDGE CONDITION PANEL STRAP (560004) ORRUGATION CLOSURE (560348) & SCRUBOLT (097264) \ �LOCKRIVEf (096583) CONTOUR GUTTER (630103) BACK-UP STRAP (630112) SCRUBOLT (097104) 4 PER PANEL `OJVYJ 7� •.,; S.D.S. (097365) ® 2'-0 O.C. 4" EAVE STRUT (GR1901) SLOPE BUILD-UP (SEE FRAMING PLAN) FLASHING (NOT BY BMC) EXISTING WALL REFERENCE INSTALLATION DRAWINGS B-103223 GUTTER ASSEMBLY STEP 1 B-103224 GUTTER ASSEMBLY STEP 2 B-103226 SUPPORT INSTALLATION LOCKSEAM TAB (560003) (2) PER TRIM CUP MR-24 ROOF PANEL 3" PURLIN J (SEE SBU FRAMING PLAN) FIELD 1 DRILL /2THE - NU & BOLT FOR - ..} •. (097462) EXISTING WALL mm GABLE ANGLE (520007) 20'-0" LONG GABLE TRIM 00308) LEFT 0309 RIGHT -S.D.S. (097364) ® 2'-0 O.C. WALL ADAPTOR (630310) FIELD CUT & BEND AS REQUIRED) NOTE: INSULATION NOT SHOWN FOR CLARITY REFERENCE 3-104542 INSTALLATION DRAWINGS BIRD STOP B-1080572 TRIM CLIP, LOCKSEAM TAB, & PANEL CUP ADAPTER B-1081259 VARIABLE WALL ADAPTER B-1080944 GABLE ANGLE INSTALLATION B-1081167 GABLE TRIM SECTION J /31 GABLE CONDITION (SBU) MR-24 ROOF FIELD DRILL 5/16"0 HOLE FOR SCRUBOLT (097104)- (3) PER PANEL TYP. 1 1/4" SPANNING MEMBER (530495) THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY E NECESSARY IN ORDER TO OM LY WITH ALL APPLICABLE CODES, PANEL STRAP 1) CORRUGATION UGATI O 1H � & SCRUBOLT (097264) (560000) EXISTING FASCIA PANEL EXISTING ROOF TAPE PANLASTIC STRUCTURE (027893) (Z-PURLIN SHOWN) EAVE FLASHING (FIE S FORMFROM FIELD DRILL 5/16" 3 1/4" SPACER CUP (1) GREEN SCRRUBOLT (700067) (097196) EXISTING INTERIOR GUTTER REFERENCE INSTALLATION DRAWINGS B-104714 WEATHERSEAL B-103315 EXPANSION JOINT (OVER 150 ) B-104714 WEATHERSEAL B-1081236 CORNER CAP INSTALLATION _ DETAIL L/31 �_fA SECTION M/31 GUTTER DETAIL i / / D�S" INTERIOR GUTTER DETAIL HPMOM REVISION No. a �r BUILDER: PROJECT.' DRAWING TITLEBUTLERBUTLER MANUFACTURING RICHARD K. DAVIS CONST.COLD AIR DISTRIBUTORS TRIM SECTIONS A BLUPAN . FT. PIERCE, FL FT. PIERCE, FL STEEL COMPANY oe"gn a d aMlcatbn BUILDING SOWIIONS GROUP FINAL DRAWN BY' JLH ENGR APPR: CHECK BY: DATE: 10/27 p ERECTION DRAWINGS DRAWING NUMBER: REV. FOR CONSTRUCTION USE ID 04-122835-31 00 r m FIELD DRILL 5/16"0 HOLE FOR SCRUBOLT (097104) (3) PER PANEL TYP. EAVE ANGLE (703564) 10'-0" LONG MR-24 1-3/ ROOF PANEL EXISTING ROOF PANEL—\ CORRUGATION CLOSURE (560000) & SCRUBOLT (097264) PANEL STRAP (560004) L�PANEL STRAP (560101) EXISTING FASCIA PANEL SPACER CLIP 71 TAPE PANLASTIC (703566) (027893) FIELD DRILL 5 16" 1) GREEN SCRUBOLT EAVE FLASHING �097196) (FIELD FORM FROM EXISTING EAVE FLATSTOCK) STRUCTURE P2- EXISTING INTERIOR GUTTER REFERENCE INSTALLATION DRAWINGS B-104714 WEATHERSEAL SECTION N /32 INTERIOR GUTTER DETAIL LPMOM 7 _ .a REVISION No. REVISION No. a v M+ti BUILDER: PROJECT: DRAWING TITLE: DRAWN BY: JLH ENGR APPR: BUTLER 5 w DAM �r. m �, - FINAL CHECK BY. DATE 10/27BUTLER /U o�w er oa,.e er MANUFACTURING u���� Ud RICHARD K. DAVIS CONST. COLD AIR DISTRIBUTORS TRIM SECTIONS ERECTION DRAWINGS DRAWING NUMBER: REV: n a¢a® er: am® ar: A BLUAESCOPE PANY`""°°6 s.w-sw<o. FT. PIERCE, FL Fr. PIERCE, FL FOR CONSTRUCTION USE STEEL COMPANY Design aw F bbft u- BUILDING SOLUTIONS GROUP D 04-122835-32 00 THESE PLANS ARID ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS. REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, I r IN REVISION No. USE PANELS 560117-699-423-6 SUPPLIED BY DIRECTION OF BUILDER FOR EAVE PANELS ONLY THIS SLOPE FIELD CUT PANELS AS REQUIRED PANEL INSTALLATION GURER eeeeeeseeeeeeeeeesaeeeseeeeeeeeeeeeaeeeseeeeeeeeeeeeaeeeeeeeeeeeeeeeea I+ c—o—omo—o—o—emmoo1—omomom000m000mboomomomombmomb0000mbmomomoobm00000mbm I+ 1+ 1+ � I+ 1+ I+ j+ I+ j+ j+ I+ 1+ j+ I+ I+ m+ j+ j+ l+ j+ m+ l+ m+ j !� j+ m+ I+ I j♦ + j+ I !. j+ m+ 0 V 0 V 0 J 0 J 0 J omomomomomocom000momom J V J J J J J V V V J J 00000momom000'a'omomomoa000momomG J J J V V V J V V V J J J J J J omom J V 140. FT OF RIDGE B c� ROOF PANEL IDENTIFICATION A-560250 MR-24 EAVE TO RIDGE PANEL B-560117 MR-24 EAVE TO SPLICE PANEL C-560104 MR-24 SPLICE TO SPLICE PANEL D-560105 MR-24 SPLICE TO RIDGE PANEL E-560591 12" EAVE TO SPLICE/ SPLICE TO F-560588 12" SPLICE TO RIDGE PANEL HIGH EAVE 1 I I 1 I I I 1 1 I I I 1 I I I 1 1 1 1 I 1 1 1 I I I I I I I 1 I I I I 1 I I I I I 1 I I I 1 1 I I 1 I I rmrm+Om ,4i1:1.$IFiI%IRIRmI%lI�IR v.m+m+mrmrmrmrm+mr IRIR I�j r ml +mrmrm+m+mrmrmr �jlilIRIR IRm,9iI$I$I�1R rmv I�IR rmrmvmr IR IR I�IR ♦mr IR mrgrmrmrmr I,Yj1R 1$I$I,�In r^+^+^+^+^+^+^+^�^+^+^+^+^r^+^r^+^r^ 1q Ip IA In I,�I„1„In In'1,�In lq In l:, ,gin 1n IA n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D 0 O D 0 D D D D 0 D D D D D D D 0 D D D D D D D D D D 0 D D D D 0 0 D D D D D D D D D D D D D D D D D 0 D D D D 0 D 0 D D D D 0 D D D D n n m n n n n n n n m n n m n n n n n n n n n nm n n m n n n n n n n n m n n m n n m n n m n n n n n m n n n n n n n n n n n n n n n n n n n n n n n n n n n n m n n m n n n n n n n n n n m n nm n n m n nm n n nm m n n n n m n n n m n n n n n m nm n m n n n m m n n n n n n n n n n n n n m n m n n n lei n n n n m n n m n n m n n n n n n n n n n n n n n n n D D D D D D D G G D D D D G D D D D D D D D D D D D D D G D D D G D D D D G D G G D G D D D G G G D D G C G D D D D G D D D D G D D D D D D D. D D G G D D G G D D D D D D G D D D C D C C D D D O C D D Y I 1 I 1 I I 1 1 1 I I 1 � r n r + + „� + h r „l r m + ,, + m + � + n + ♦ + + + m r m + m + m r m r r m rr� + + '" ♦ r m + n r + r + I + m� 1 m + l m + m y� 1 m r n I� m r I m + n l m + h l� + l m � "� I „m, n 1• + � I� + 1 r I� + I mn + N I m + h I m ♦I r h � + � n n n n n n n n n n n n n n n n nm n n .91 n n n ^ n r n n n n n ^ n n n A A A A A AAA AAA A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A REVISION No. BUTLER CLOUDS DRAM f: MANUFACTURING COMPANY orn® en A BLUESCOPE STEEL COMPANY GURER DIRECEL INSTALLATION OF PART Wj*A - �y BUILDER: s PROJECT. GENERAL NOTES: 1. IT IS THE RESPONSIBILITY OF THE ROOFING CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO THE FABRICATION OF ROOF.STRUCTURALS, PANELS, AND TRIMS. 2. MR-24 ROOF SYSTEM; 22 GA. PANELS W/ LOW WIDE TAB CLIPS PANEL COLOR : ALZN TRIM COLOR : BIRCH WHITE MR-24 PANEL CLIP 12 1 /2/ (5 60743) NEW ROOF PANEL LINE EXIST. ROOF PANEL LINE 1 1/4- SPANNING MEMBER (530495) SCRUBOLT (097196) GREEN SCRUBOLT (097196) 5/16"0 S.D.S (097405) 3 1/4" SPACER CLIP (700067) ROOF PANEL CLIP ATTACHMENT @M.O.M. 12 — 1 1/2 6m 3/16".BEAD GUNGRADE PANEL LA PANLASTIC (025392) 5" 1" FLANGE NUT (097190) MR-24 UPPER ROOF PANEL PANEL STRAP (560101) TAPE PANLASTIC' (042717) MR-24 LOWER ROOF PANEL PANEL CLIP A I ,E�MAT NS ® ALL SPLICE PLATE PROPM991IP -RK ARE SUBJECTTO ° j sp REQUIRED BY FIELD VECT I n R El TYP.MAN�Fs.RhvI, P E t"(1AADI V iln4u ■ 1 I ...... _ . . e REFERENCE INSTALLATION DRAWINGS B-1080570 ROOF PANEL IDENTIFICATION B-1080574 SPACER BLOCK INSTALLATION —� B-1080576 MR-24 PANELPCLIP LINSTALLATIONN / B-1080875 ROOF PANEL IDENTIFICATION p / B-1080949 ROOF PANEL CALCULATOR 66G DRAWING TfiLE• l;J�'° RICHARD K. DAVIS CONST. COLD AIR DISTRIBUTORS FT. PIERCE, FL FT. PIERCE, FL w do" BUIUMG SOUTIMS GROUP FINAL ROOF PANEL LAYOUT ERECTION DRAWINGS AREA "A" FOR CONSTRUCTION USE KEY PLAN DRAWN BY: JLH ENGR APPR: CHECK BY- G-(- DATE: DRAWING NUMBER: D 04-122835-40 22J r w 0 z O 0 0 Z J 09 U Z W — 0' J W z Q n N N O .f REVISION No. J Ovedr I darn en a® or. cn ROOF PANEL IDENTIFICATION A-560117 MR-24 EAVE TO RIDGE PANEL B-560593 18" EAVE TO SPLICE PANEL C-560588 18" SPLICE TO RIDGE PANEL D-630523 6" RIGHT HAND PARALLEL PANEL E-630517 6" LEFT HAND PARALLEL PANEL USE PANELS 560117-699-423-6 SUPPLIED BY BUILDER. FIELD. CUT PANELS AS REQUIRED GABLE TRIM ao 179-5 1 0 177-4 D 350-4 D 350-4 D 350-4 D 350-4 . D 350-4 D 350-4 D 350-4 D. 350-4 D 350-4 350-4 350-4 D 350-4 D 350-4 D 350-4 D 350-4 350-4 350-4 350-4 D 350-4 D 350-4 D 350-4 m 180-0 Im 180-0 PARALLEL GABLE TRIM -LL v I 9-6L l m -b-052 Q -V-0S2 Q _17-0S2 a _17-052 Q V-092 Q -b-052 -V-092 Q b-052 a -OS2 Q b-052 Q b-052 Q 17-OS2 Q b-052 Q -052 a b-OS2 a -OS2 Q -OS2 Q 17-OS2 Q V-092 Q -052 b-052 Q 0-021 0 0-081 o PARALLEL REVISION No. BUTLER �a`�"m�i H M BUILDER: PRWECT: BUTLER(�I��II_ MANUFACTURING u I%,r '""0RICHARD K. DAVIS CONST. COLD AIR DISTRIBUTORS COMPANY a�oR~ FT. PIERCE, FL FT. PIERCE, FL A BLUESCOPE Esc tar STEEL COMPANY D agn and FabdcaUan BUILDING SOWIIONS GROUP GENERAL NOTES: 1. IT IS THE RESPONSIBILITY OF THE ROOFING CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO THE FABRICATION OF ROOF STRUCTURALS, PANELS, AND TRIMS. 2. MR-24 ROOF SYSTEM; 22 GA. PANELS W/ WIDE TAB CLIPS PANEL COLOR : ALZN TRIM COLOR : BIRCH WHITE REFERENCE INSTALLATION DRAWINGS B-1080570 ROOF PANEL IDENTIFICATION B-1080575 MR-24 ROOF PANEL INSTALLATION B-1080576 MR-24 PANEL CLIP INSTALLATION B-1080875 ROOF PANEL IDENTIFICATION B-1080949 ROOF PANEL CALCULATOR 12 1/2 PANEL CLIP (560743) SCRUBOLT (097196) PER CLIP rNEW ROOF PANEL. LINE � BLANKET w INSULATION I— SLOPE BUILD—UP FRAMING SEE CROSS SECTIONS) CD TYP. ROOF PANEL CLIP ATTACHMENT o THESE PLANS AND ALL PROPOSED WORK o g ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT o MAY BE NECESSARY IN ORDER TO z COMPLY WITH ALL APPLICABLE CODES, W J �W c!I Z 1 � o.S.. DRAWING Tn E: ROOF PLAN AREA "C" UNIT "A" KEY PLAN UNIT "B" FINAL DRAWN BY: JLH ENGR APPR: CHECK BY: 04 4 DATE: 10/21 ERECTION DRAWINGS DRAWING NUMBER: FOR CONSTRUCTION USE I ID 04-122835-42 REV: 00 a� 1 1/4" EXCESS BUILDING - - - - - - - - - - I --/CUT OFF DETAIL 3 EXCESS GUTTER GUTTER 25 FT. COVERAGE) 630103) 12 FT. COVERAGE) 704197)--\ (ice I I I I I I 0 GUTTER END CAP (630024) APPLY A 5/16" DIA. BEAD OF SEALANT (016688) GUTTER RUN (150 FT. MAX.)" 'PROVIDE AN EXPANSION JOINT ON BUILDINGS LONGER THAN 150 FT. (SEE DWG 103315) 2 1 /2" SPLICE GUTTER ASSEMBLY 2 1/2" SPLICE DETAIL 2 FIELD NOTCH FOR END CAP (NOT REQUIRED ON NOTCHED END OF GUTTER) NOTE: HOLE IN END CAP MUST LINE UP WITH HOLE IN GUTTER 1 1/4" BUILDING DETAIL 1 IQ1APPLY A 5/16" DIA. BEAD OF SEALANT. (016688) 0 0 GUTTER END CAP (630025) FIELD DRILL 9/64" DIA. HOLES AND INSTALL BLIND RIVETS - (13) REQUIRED. SEE NOTE 1. NOTE: HOLE IN END CAP MUST LINE UP WITH HOLE IN GUTTER —` FIELD DRILL 9/64" DIA. HOLES AND INSTALL A THESE PLANS AN g ALL PR BLE ROW OF BLIND B E�4ijhQUIRED. ARE SUBJECT TO ANY CUWRECTIQNS ffii REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, NOTE: 1. USE BLIND RIVETS (097124) WITH LAVA TRIM. USE BLIND RIVETS (096884) WITH ALL OTHER COLOR TRIMS. r 4 X 3` HEX BOLT 95056) AT THE :ORNER ONLY ORRUGATION LOSURE (560348) JSTALL CORNER TRIM SO OLE IN CORNER TRIM LINES P WITH LAST HOLE IN GUTTER CORNER' (630043) APPLY 1/2" DIA BEAD OF GUN GRADE PANLASTIC (025392) IN GROOVE OF CLOSURE AND ACROSS TO BACK EDGE OF GUTTER AS SHOWN. FIT CORNER SQUAR WITH GUTTER -- - - - - - - - - 0 I 0 I 0 1 /4" DIA NUT (095062) CORNER DETAIL INSTA24 o�OSURES aF GUTTER. LINE UP EDGE OF SEALANT WITH BACK EDGE OF GUTTER FLANGE. FIELD CUT STRAP ING BACK -Up 'I- GUTTER APPLY 5/16" DIA. BEAD OF SEALANT (016688) ALONG TOP OF END CAP GUTTER AS SHOWN. DIA. HOLES AND INSTALL �16) BLIND RIVETS. CORNER ASSEMBLY SEE NOTE 1. NOTE 1: USE BLND RIVET (097124) WITH LAVA GUTTER. USE BLIND RIVET (096884) WITH ALL OTHER COLOR GUTTER. APPLY 1/2" DIA. BEAD OF GUN GRADE PANLASTIC (025392) IN GROOVE OF CORRUGATIO CLOSURE AND ACROSS TO BACK EDGE OF GUTTER AS SHOWN. DETAIL 2 STRAP DETAIL 1 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, STEP - 1 GUTTER SUPPORT (630000) COMPLETE INSTALLATION BY POUNDING GUTTER SUPPORT TAB OVER 180' AS SHOWN. --�_ STEP - 3 SUP GUTTER SUPPORT TAB (630001) INTO LOCK SEAM ON PANEL APROX. 10 1/4" FROM EAVE END OF PANEL. PLACE GUTTER SUPPORT INTO POSITION AND FOLD GUTTER SUPPORT TAB OVER TIGHTLY BY INSERTING A DRIFT PIN INTO HOLE IN TAB. GUTTER SUPPORT SPACING START 2'-0" FROM (t E.W. CORRUGATION. THEN- 4'-0" O.C. - WHEN GUTTER TRIM IS USED. 5 NARROW GUTTER 6'-0" O.C. - NO GUTTER TRIM - 4'-0" O.C. - NO GUTTER TRIM - WIDE GUTTER THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. s SEE PERSPECTIVE VIEW FOR PART LOCATION AND INSTALLATION IMPORTANT NOTE APPLY PANLASTIC (025392) BETWEEN FLASHING, ROOF PANEL AND TRIM SURFACES AS REQUIRED TO SEAL WATERTIGHT. PERIODICAL OBSERVATION. OF THIS INSTALLATION SHOULD BE MAD TO ASSURE THAT IT IS SATISFACTORILY SEALED PANEL "A"y-� / L ENDWALL TRIM IMPORTANT NOTE THIS PORTION OF ENDWALL ROOF WILL NOT ACCEPT FUTURE BULIDING EXPANSION PLAN VIEW FIELD CUT UPSTANDING LEG ON PANEL "A" AT BUILDING CL AS INDICATED 6 4' PANEL "A" ENDWALL FIELD CUTTING REQ'D STEP-1 AT INSIDE CORNER RIDGE TRANSITION 2g, DETAIL "A" —TRIM FLASHING FIELD NOTCH ENDWALL TRIM PRIOR TO INSTALLING HIGH EAVE TRIM AND INSIDE CORNER TRANSITION FOR ROOF EXPANSION EAVE M SEE NOTE 1) M 5/ 6" 3 I$ m 9cpp 1 3 1/8" TRIM FLASHING PANEL STRAP - FIELD CUT END AT RIDGE END COVER DETAIL "B" INSIDE CORNER TRANSITION SEAL FIELD CUT SLOTS INTO LOCKSEAM PLUGS AS REQUIRED TO INSERT (SEE DETAIL W) STEP-2 TRIM FLASHING INSTALLATION RETAINER (560180) (FIELD MODIFY) , HIGH EAVE TRIM katt UtIAIL �crr rn�ir CORNER TO ONLY. FLASHING RIDGE END COVER FIELD MODIFY END AT TRIM FLASHING LOCATION �- IMPORTANT ALLOW 1" CLEARANCE BETWEEN ENDWALL TRIM AND HIGH EAVE TRIM FOR ROOF EXPANSION PERSPECTIVE VIEW EAVE TRIM NOTES: 1. TRIM FLASHING AND INSIDE CORNER TRANSITION TO BE FIELD FABRICATED. (NOT FURNISHED BY B.M.C.). - SUGGESTED FABRICATION MATERIAL: A. TRIM FLASHING: 22 GA. GALV. B. INSIDE CORNER TRANSITION: 26 GA. GALV. BLACK TO MATCH TRIM) 2. (U PAIEMLO SLATE KR VET (096306)) AS SHOWN TO ATTACH FIELD FABRICATED PARTS. THESE PLANS AND ALL PROPOSED WONT, ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, TYPICAL SECTION 2 ,o" �CpRR 2 ,o" �CpRR I .I TRIM (NOT BY BMC) CORRUGATION CLOSURE (560348) 2 —0" O.C. STEP 1 MR-24 PANEL . PANEL STRIP (560004) CORRUGATION CLOSURE (560348) & SCRUBOLT (097264) PANLASTIC (027893) 1-1/4- SCRUBOLT (097104) BACK—UP STRAP (630224) TRIM (NOT BY BMC) BACK—UP STRAP (630224) 44"'LONG ((PART COVERS 45" AS USED IN THIS CONDITION.) 2-3/4" SCRUBOLT (097264) 2'-0" O.C. 1 T I JJtCpRR �1 MR-24 ROOF PANEL i PANEL STRAP (560004) 1 8 1 PANLASTIC (027893) I; 1 II d I , I I I yg' y.6 `TRIM (NOT BY BMC) STEP 2 FINISHED WEATHERSEAL FOR LOCAL TRIM 1-1/4" SCRUBOLT (097104). INSTALL THRU PANEL STRAP, PANEL, LOCAL TRIM AND BACK UP STRAP IN' FLAT OF PANEL -- I 1 I ' PANLASTIC (027893) I 1 ' 1 , b ' j y my gy — APPLY 1/2 DIA. BEAD OF GUN GRADE PANLASTIC (025392) IN GROOVE OF CLOSURE AFTER CLOSURE IS INSTALLED THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, TYPICAL SECTION SCRUBOLT 097196- DOWNSLOPE III SCRUBOLT u 097196 - ALIGN Cl & FIELD HOLE IN BEND TAB OVER LOCKSEAM PLUG CLOSURE REINFORCING STRAP 560008 �CK-RIVET )6306 4NLASTIC 25392 & 027893 ANEL CLOSURE 60155 DCKSEAM PLUG 60158 LASHING (NOT BY BMC) SCRUBOLT 097196 PANLASTIC 027893 CLOSURE REINFORCING STRAP 560008 � I i STEP 1 FINISHED UNTRIMMED HIGH EAVE 3/8" 0 PANLASTIC 025392 _... _.....�._ PANEL CLOSURE 560155 INSTALL AFTER LOCKSEAM PLUGS & TAPE PANLASTIC HAVE BEEN INSTALLED 1/8"X1" TAPE PANLASTIC 027893 CENTER OVER HOLES & LOCKSEAM PLUG y LOCKSEAM PLI INSTALL FULLY OF CORRUGATIviv I .�� FILL WITH TUBE PANLASTIC 025392 UNTIL IT FLOWS OUT AT OPPOSITE END AFTER CLOSURE IS INSTALLED. TAKE .CARE TO ENSURE SEALANT IS EXTRUDED OUT BOTH SIDES OF STANDING SEAM. REQUIRED BY FIELD INSPECTORS THAT STEP ay BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. NOTES 1. DO NOT INSTALL PANEL CLOSURE ON END PANELS UNTIL ENDWALL TRIM HAS BEEN INSTALLED. 2. FOR PANEL CLOSURE TO FLASHNG (BY BUILDER) USE (4) LOCKRIVETS (096306) PER CLOSURE. 3. LOCAL FLASHING MUST ALLOW FOR EXPANSION AND CONTRACTION. RIDGE I ROOF 6- PANEq 3 5/8"OVERHANG ` ROOF R5. � PANEL 5 5 8" � BASIC BUILDING 1 " ' ROOF PANEL I ' Z—PURLIN I I 3 3 4- 1 6 3 16- 2- TRUSS 7- PURLIN RIDGE HIGH EAVE MEMBER -� 560117 BUILDING rw� a u OR NOM. 6" NOTCH (TYP) N Aux 560104 "1 1 NOM. 6" NOTCH 7" (TY I I 560118 N BUILDING cac OR ''vv II II WX NEx : 560105 m14- Ir M R - 2 4 Z—PURLIN TRUSS PURLIN END LAP SPLICE NOM. 6" NOTCH 5- (TYP) �r 560119 N mac CANOPY cfc OR _�� OVERHANG -Tim P A N E L S a a CANOPY OR OVERHANG BUILDING OR WX 1 5 ROOF PANEL - :: i 560210 t CANOPY OR OVERHANG mI �� 560586 -L 560585 a 560589 °0 560588 560587 UNPUNCHED PANELS NOM. 6" NOTCH NOM. 6" NOTCH NOM. 6" NOTCH NOM. 6" NOTCH NOM._ 6" NOTCH (TY imP) (TYP) (TYP) 1 1 (TYP) ` mr �� 560592 �[ 560591 O1L 560590 560593 c� 560594 L NOTCHED & UNPUNCHED PANELS M R— 2 4 V A R I A B L E W I D T H P A N E L S NOTE: MR-24 VARIABLE WIDTH PANELS ARE UNPUNCHED. SEE DWG. 1080876 FOR FIELD DRILLING REQUIREMENT. LOW EAVE I I I TYP. � VALLEY GUTTER RIDGE \ OR - HIGH EAVE NOTE:' FOR HIGH EAVE CONDITION AN ADDITIONAL STARTING PLATFORM IS RECOMMENDED FOR SAFE REMOVAL OF "ROOF RUNNER". END LAP SPLICE BUILDER NOTE: FOR ACTUAL PART USAGE REFER TO THE "PER ORDER DWGS. "THAT COME WITH THE BUILDING. NOTE: THE NUMBER OF SPLICE PANELS MAY VARY IN A RUN DEPENDING ON SIZE OF BUILDING. ALWAYS ALTERNATE SPLICES ON ADJACENT ROOF PANEL RUNS, NORMALLY BY ONE PURLIN SPACE. A WARNING Panels with protective oil coatings are slippery, PROCEED WITH CAUTION, wipe clean if necessary. LOW EAVE TO HELP PREVENT WALL STAINING CAUSED BY OR INTERIOR GUTTER ROOTRIMFOR GUTTER INSTALL EAVE EDGE OF AFTER OF OR VALLEY GUTTER ROOF PANELS ARE INSTALLED. P I C T O R I A L V I E W FEMALE SIDE OF PANEL PACIEL SECTION �JG O? llio NOTE: WHEN A WX IS ATTACHED TO AN EXISTING BUILDING, THE BUILDING EAVE EAVE CONDITION BECOMES A FIELD MODIFIED END LAP SPLICE WITH UPPER END OF PANEL UNPUNCHED. CAUTION THE TRIM CLIP MUST BE INSTALLED AT THE SAME TIME AS THE GABLE ANGLE OR RAKE CHANNEL. BEFORE INSTALLING TRIM CLIPS SEE THE PROPER SECONDARY STRUCTURAL DETAIL DRAWING. DETAIL 1 IMPORTANT NOTES: 1. USE THE OUTER DOWNSLOPE HOLE OR SLOT IN THE TRIM CLIP FOR THE CONNECTION TO THE EAVE STRUT. 2. WITH MULTIPLE GUTTER AT THE EAVE, MOVE THE TRIM CLIP UPSLOPE TO CLEAR THE RUBBER CORRUGATION CLOSURE IN THE END CORRUGATION. USE THE CUP AS A TEMPLATE TO FIELD DRILL (2) 9/16" DIA. HOLES. USE THE TWO OUTER HOLES OR SLOTS. AS A TEMPLATE TO FIELD DRILL THE GABLE ANGLE AND/OR RAKE CHANNEL. ATTACH WITH (2) 1 2" x 1-1/4" THIN HEAD BOLTS & 1/2" NUTS IN THE TWO OUTER HOLES OF THE CLIP. BEND DOWN AFTER NOTE DIRECTION OF UP TAB IS IN PLACE. - ON LOCKSEAM TABS. , ENDWALL , LOCKSEAM TAB (560003) 22 PER Lip. INSTAL THRU BOTTOM OF SL 1/2" X 1-1/4" THIN HEAD I /Y BOLT 096636) AND NUT (0950,52) BEND DOWN AFTER TAB IS IN PLACE. NOTE DIRECTION OF UP MR-24 PANEL ON LOCKSEAM TABS. '� 1/2" X 1-1//4" THIN HEAD BOLT (096636) AND NUT (095032) EAVE STRUT OR EXTENSION LOCKSEAM TAB o �x� (560003dLIP. 2 PER INSTALL THRU TRIM CLIP BOTTOM OF SLOT. pEt�� . ��' ��� (560093) INSULATED OR p�SO ' UNINSULATED PURLIN MR-24 PANEL DETAIL 1 SEE IMPORTANT DETAIL 1 NOTES TRIM CLIP 630026 INSULATED PURLIN 5600933. UNINSULATED PURLIN TAB ORIENTATION AT FEMALE SIDE OF PANEL DETAIL 2 DETAIL 4 FOR FURTHER INFORMATION SEE DETAIL 2 OR DETAIL 3 OVERHANG BEAM yy NOTE: FOR PART NUMBERS AND TAB ORIENTATION SEE DETAILS 2 AND 3. 2' A T M2000 ENDWALL STRUT / FIELD 9/16" DIA. HOLE 0. OVERHANG TERMINATING AT FRAME LINE D ETAI L 6 TRIM CLIPS NOT -O SETB CK A L D AT ROOF TOEWALL TRANSITION D ETAI L 7 DETAIL 7 FOR TAB ORIENTATION DETAIL 2 DETAIL 3 SEE DETAIL 3. TYP, AT LM2000 DETAIL 2 2'-0" SETBACK DETAIL 1 TYP. AT ALL / OUTSIDE CORNERS (K RIDGE NOTE DIRECTION OF UP ON LOCKSEAM TABS. DETAIL 2 BEND DOWN AFTER TAB IS IN PLACE. LOCKSEAM TAB ( PER 3) / 22 PER COUP. INSTALL THRU BOTTOM OF SLO//T. BO1-1 LT X096636)"ANDNNUT HEAD (095022) MR-24 PANEL /`-7'4*-0" OVER I DETAIL 3 DETAIL 5 -/I I PURUN DETAIL 6 TY / RAME LINE ME LINE DETAIL 3 1 DETAIL 2 I DETAIL 3 BUILDING KEY ENDWqkL IMPORTANT NOTE LOCKSEAM TARS MIIST RF TnrFTHFR AND CEI TRIM CLIP 630026 INSULATED PURUN 5600933 UNINSULATED PURUN L—� TAB ORIENTATION AT MALE SIDE OF PANEL DETAIL 3 NOTE: FOR PART NUMBERS AND TAB ORIENTATION SEE DETAILS 2 AND 3. A'-0" ENDWALL OVERHAND DETAIL 4 i INTERMEDIATE FIR TRIM CLIPS REQUIRED ON SIDEWALL OVERHANG BEAMS DETAIL 5 16" CIA. PANEL CORRUGATION, OVERHANG BEAM AND RIGID FRAME. OVERHANG BEAM I' RIGID FRAME I SECTION A —A NS AND ALL PROPOSED WORK I TQANY CORRECTIONS REQUIRED 6Y FIEL INSPECTORS THAT RE NECAR IN ORDER TO ALL PPLICABLE CODES, PURLIN OR / 4� EAVE STRUT / INSERT PANEL CLIP PANEL CLIP ADAPTER ADAPTER 0) THRU HOLES EES ANAND USE A PANEL CLIP ADAPTER AT THE ENDS OF PURLINS O BEND TABS AWAY OR EAVE STRUTS WHERE A PANEL CLIP OR PANEL FROM SPLICE. EAVE ATTACHMENT MUST BE MADE. (1) SCRUBOLT (097222). DRIVE FLUSH WITH TOP OF SPACER BLOCK (NOTE: THESE ARE REQUIRED AT FIRST RUN SINCE TENON IS BROKEN OFF - NOT REQUIRED FOR OTHER RUNS). "Z" PURLIN DELTA JOIST SPAC (650 WIDESPAN ONLY: BREAK OFF TENON FOR 24" WIDE PANEL AT ENDWALL PANEL RUN SPACER BLOCK FIT -UP BREAK OFF EXCESS FOR PROPER FIT UNDER ROOF PANELS THAT ARE LESS THAN 24" WIDE 22 1 4" 1 1 2" SCRAP I VARIES FOR PANEL LESS T THAN 24' WIDE DELTA JOIST/Z—PURLIN DETAIL 1 (1) SCRUBOLTW(097222). DRIVE FLUSHTOP OF SPACER BLOCK (NOTE: THESE ARE REQUIRED AT FIRST RUN SINCE TENON IS BROKEN OFF - NOT REQUIRED FOR OTHER RUNS). 00 S� F FOB GO 6 BLANKET INSULATION ENDWALL ONLY DET. 3 TYPICAL ON ENDWALL O.H. 7k TRUSS PURLIN BLANKET INSULATION SPACER BLOCK (650409) 3/4" BREAK OFF 'TENON' END (AT START OF PANEL RUN ONLY) �22 1 /4�� " TRUSS PURLIN DETAIL 1 BUILDING KEY DRIVECFLUSH TWITH O TOP2) OF SPACER BLOCK. X SECONDARY STRUCTURAL 7 I' SPACER BLOCK (650410) / (1 1/4" THICK) CUP LOCATION (TYP.) SPACER BLOCK ON SIDEWALL OR ENDWALL OVERHANG DETAIL 3 IT IS RECOMMENDED THAT OVERHANGS HAVE A MINIMUM OF 2" FACED INSULATION TO REDUCE CONDENSATION IN THESE AREAS. DELTA JOIST TRUSS PURLIN IMPORTANT: NOTE ORIENTATION OF TRUSS PURLIN SPACER BLOCK BLANKET INSULATION l ntbt h'LANS AND AEL FR'OFO�ED WOii, ARE SUBJECT TO ANY CORRECTIONS MAY dh NECESSARY IN ORDER TO COMPLY WITH ALL APPLICASL E CODES, DETAIL 2 MR-24 PANEL I ,WING )N. STEP 1 — LOCATE STRUCTURAL HOLE • REFER TO ROOF PANEL LAYOUT DRAWING PROVIDED WITH EACH ORDER FOR PANEL PLACEMENT. • PANEL CUPS ARE NOT INSTALLED AT EAVE STRUCTURAL AWARNING ALWAYS USE FALL PROTECTION WHILE WORKING AROUND ROOF OPENINGS. 3? O 0 OF ER. �REC�IC� STEP 4 — NEXT PANEL C DO NOT LAY PANELS TOO FAR AHEAD OF THE SEAMING OPERATION. SCRUB o 0 b STEP 3 — INSTALL SEALANT bo 0 VERY IMPORTANT. PANLASTIC (02 392)GUN GRADE II MR-24 SG AND MR-24 AG PANELS MR-24 SG AND MR-24 AG PANELS BEHAVE DIFFERENTLY THAN STANDARD PANELS WHEN HANDLING AND PLACING SINGLE PANELS. THE PANELS MAY HAVE A TENDENCY TO KINK MORE EASILY. TAKE EXTRA CARE WHEN HANDLING SINGLE PANELS. IF THE ROOF SEAMER IS NOT STARTED CORRECTLY THE TOP SKIN OF THE PANEL CAN BE TORN. ALWAYS USE THE STARTING PLATFORM FOR THE MR-24 SG AND MR-24 AG PANELS. TAKE EXTRA CARE TO PROPERLY POSITION THE STARTING PLATFORM AND TO START THE ROOF SEAMER. STEP 2 — INSTALL FASTENERS NOTE: DERAILER (560184 (CORRUGATION TO HELP PREVENT WALL STAINING CAUSED BY ROOF RUN—OFF, G INSTALL APPROPRIATE' FASTENERS BEFORE PANEL ALIGNMENT MUST �E WITHIN 1/2" CORRUGATIONS ARE LOCK SEAMED. FOR SATISFACTORY OPERATION.) INSTALL EAVE EDGE OF ROOF TRIM OR GUTTER PARTS IMMEDIATELY AFTER ROOF PANELS ARE INSTALLED. z < NOTE: FOR HIGH SIDE OF SINGLE SLOPE USE THE STARTING PLATFORM TO REMOVE ROOF RUNNER. o o o / 0 o / BE SURE STARTING PLATFORM IS SECURELY o / CLAMPED BEFORE ROOF RUNNER IS PLACED ON IT. CD THESE PLANS AND ALL PROPOSED WORK cam. E SUBJECT TO ANY CORRECTIONS 4o REQUIREDciIdi61b0� Y E NLLTftkR7lw6mR TO 0 WITH ALL APPLICABLE CODES, CRIMP END OF PANEL MACHINE MUST BE AND TWIST IN DIRECTION PARALLEL TO ROOF OF SEAM. WHEN STARTING. ROOF 1 R�NNZR 0 0 STEP 5 — CRIMP PANEL o 4 O BEFORE STARTING SEAMING OPERATION o?STARTING CRIMP THE START OF SEAM FOR EASE STEP 6 — SEAMING OPERATION PLATFORM OF ROOF RUNNER ENGAGEMENT. o BE SURE PANELS ARE PROPERLY NESTED TOGETHER PRIOR TO SEAMING. o PANELS CAN BE TEMPORARILY HELD IN PLACE WITH o WORKER SHOULD WEAR SAFTY RESTRAINT WHILE PLACING ROOF RUNNER VICE GRIPS BEFORE SEAMING. ON STARTING PLATFORM AND .WHILE REMOVING. BUILDING KEY BLANKET — INSULATION STRUCTURAL: • TRUSS PURUN SHOWN —PUR N OR- DELTA JOIST L SPANNING MEMBER PANEL CLIP (560440 OR *560743) PANEL CLIP (560441 OR *560744) (WITHOUT SPACER BLOCK) (WITH SPACER BLOCK) *NOTE: MR-24 CLIP 560743 OR 560744 MAY BE SUPPLIED WHEN FACTORY MUTUAL CLASSIFICATION IS SPECIFIED. UPSL( SIDE HOOK PANEL CLIP TABS STEP 3 1 OVER PANEL AND ROTATE CLIP INTO POSITION DRIFT P UPSLOPE �. SIDE STEP 1 LOCATE STRUCTURAL • FROM THE ADJACENT MR-24 PANEL. LOCATE THE STRUCTURAL UNDER THE BLANKET INSULATION. A WARNING ALWAYS USE FALL PROTECTION WHILE WnRuiur_ eani wn annP' nPENINGS. TEMPORARILY SECURE THE STEP 4 PANEL CLIP WITH A DRIFT PIN LOCATE HOLE IN STRUCTURAL STEP 2 WITH DRIFT PIN IMPORTANT NOTE: ALWAYS LOCATE PANEL CLIPS ON THE UPSLOPE SIDE OF TRUSS PURUN OR DELTA JOIST. FOR DELTA JOIST SYSTEM, AT THE HIGH SIDE OF SINGLE SLOPE MOUNT CLIP ON ROOF SUPPORT ANGLE.) 11ELT 96) STEP 5 INSTALL SCRUBOLT FASTENER • INSTALLATION OF SCRUBOLT REQUIRES A 3/8" SOCKET AND A 5" (MINIMUM) EXTENSION. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. IMPORTANT NOTE ALWAYS MAKE SURE TABS ARE CENTERED IN THE MR-24 CLIP AFTER THE CLIP IS INSTALLED. O5 (6) SCRUBOLT (097196) 4 PANEL CLOSURE (560155) INSTALL AFTER LOCKSEAM PLUGS & TAPE PANLASTIC O3 IMPORTANT HAVE BEEN INSTALLED. ADDITIONAL TUBE PANLASTIC (025392) REQUIRED AT THIS LOCATION. EXTEND ACROSS CLOSURE & ONTO TAPE PANLASTIC —� MR-24 PANEL SEAM BEFORE INSTALLING CLOSURE COMPONENTS ---N OALIGN CLOSURE & FIELD PUNCH HOLE IN PANEL. ® CLOSURE REINFORCING STRAP (560008) DETAIL' 1 PANEL CLOSURE TAPE PANLASTIC CONTINUOUS OVER ID LOCKSEAM PLUGS OVER HOLES AND I PLUGS) FOAM SEALANT (560185) TAPE PANLASTIC CONTINUOUS OVER ID LOCKSEAM PLUGS OVER HOLES AND I PLUGS) PANEL CLOSURE (560155) U LOCKSEAM PLUG 560158) INSTALL FULLY INTO END OF CORRUGATION & Oj FILL WITH TUBE PANLASTIC (025392) UNTIL IT FLOWS OUT AT OPPOSITE END AFTER CLOSURE IS INSTALLED. USED WHEN RIDGE IS INSTALLED BEFORE ENDWALL TRIM INSTALL RETAINER TO CLOSURE WITH GREEN WASHER LOCKRIVET (096306) 1'-0" O.C. APPLY 1/8 X 1 TAPE PANLASTIC OVER GAP AT RETAINER BUTT JOINT L SLOT CENTER FOAM SEALANT ON TOP OF PANEL CLOSURE AND OVER RETAINER SLOTS DETAIL 2 RETAINER (560156) LOCKRIVET RIDGE (BOTH SIDEZ46 RIDG COVER (560157) OR 704225) I FLEX i—SC-1- ALWAYS FILL RIDGE CAVITY WITH INSULATION (SCRAPS) TO PREVENT CONDENSATION FROM OCCURING. DETAIL 3 PLACE ONE SIDE OF RIDGE COVER INTO — RETAINER AND SECURE WITH LOCKRIVETS. NEXT FLEX OPPOSITE SIDE OF COVER DOWN INTO OPPOSITE RETAINER AND SECURE WITH LOCKRIVETS. (SEE DETAIL 3) jA GREEN WASHER LOCKRNEfJ (096306) 2'-0" O.C. FOAM SEALANT (560185) APPLY CONTINUOUS W ADHESIVE SIDE DOWN ON TOP OF PANEL CLOSURE AND RETAINER. SEE .DETAIL 2 ® IMPORTANT DO NOT INSTALL PANI OR RETAINER ON ENE ENDWALL TRIM HAS B & SEAMED. SEE RI INSTALLATIODG N DWG. 1( PANEL CLOSURE AND RETAINER INSTALLATION RIDGE COVER AND SPLICE INSTALLATION WORK FROM ONE END TO THE OTHER 2" LAP OUTSIDE SURFACE TUBE PANLASTIC (025392) 1/8 X 1 TAPE PANLASTIC 027893) CENTER OVER SLOTS) SLOTS MUST BE AT DETAIL 4 UNDERSIDE OF LAP GREEN WASHER LOCKRIVET �Q (096306) 3 PER SPLICE e RIDGE COVER ENDLAP SPLICE (SEE DETAIL 4) Tp;S-W-51QB§-UIIN�PROPOSED WORK �A7�RR/ESki- if�k�}�knV,ICV#/CORRECTIONS * DIMO�E�PFSI©I P9PCUFirR�®FIJ�p �I�909F IN AN Agk§S COMPLY WITH ALL AP LICASLR CODES. GABLE TRIM SCHEDULE WALL SYSTEM PART NO. BUTLERIB II STYLWALL II 630101 OPEN ENDWALL OVERHANG & CANOPY 630102 GABLE TRIM TRANSITION SPLICE SEE DETAIL 5 FOR INSTALLATION — DETAIL 1 DETAIL 4 GABLE TRIM TRANSITION USE (630002) ON LEFT SLOPE. DETAIL 6 SHOWS LEFT SLOPE INSTALLATION GABLE TRIM SPLICE SEE DETAIL 2 FOR INSTALLATION MUST START & ALIGN END OF GABLE TRIM WITH END OF ROOF PANEL EXCEPT ON 20 WIDE SBF II WHERE THE GABLE TRIM STARTS 1-3/8" FROM END OF PANEL FIELD CUT TO CLEAR BLIND RIVET (097124) GABLE TRIM WEATHERSEAL AT EDGE (6) PER SPLICE. OMIT TRANSITION OF ROOF PANEL. ON BUILDINGS OVER USE (630003) ON 120'-0" WIDE. RIGHT SLOPE. DETAIL 6 SHOWS LEFT SLOPE INSTALLATION APPLY GUN GRADE — + BLDG. PANLASTIC 025392) CONTINUOUS ALONG PERIMETER OF SPLICE FIELD CUT GABLE TRIM TRANSITION FLUSH WITH END OF ROOF PANEL. GABLE TRIM TO GABLE TRIM SUPPORT CLIP SEE DETAIL 3 FOR INSTALLATION GABLE TRIM TRANSITION . FIELD CUT TO CLEAR WEATHERSEAL AT EDGE OF ROOF PANEL GABLE TRIM & GABLE TRIM TRANSITION INSTALLATION GABLE RIDGE END TRIM (630338) OF RIDGE GABLE TRIM FOR ROOF SLOPE 1:12 THRU 4:12 FIELD CUT GABLE TRIM FLUSH WITH THE END OF THE ROOF PANEL INSTALL GABLE TRIM RIDGE (630338) OVER GABLE TRIM AND FASTEN WITH BLIND RIVETS. ON ROOF SLOPES GREATER THAN 2:12 SOME FIELD CUTTING OF PART MAY BE REQUIRED. GABLE t OF RIDGE FOR ROOF SLOPE 1:12 & LESS LAP THE GABLE TRIM AT THE RIDGE AND FASTEN WITH BLIND RIVETS. FOR ROOF SLOPES 1:12 & LESS NO RIDGE TRIM REQUIRED FACTORY CUT FIELD BEND TO MATCH SLOPE ADDITIONAL CUTTING AS REQUIRED TO MATCH SLOPE GABLE RIDGE END TRIM (630338) NOTE: FOR NONSYMMETRICAL RIDGES, ADD THE RISE -PER -FOOT OF THE TWO OPPOSING SLOPES AND DIVIDE BY TWO TO.FIND THE AVERAGE SLOPE". THEN USE THE AVERAGE SLOPE" TO DETERMINE THE TRIM PROCEDURE. EXAMPLE: THE AVERAGE SLOPE" FOR A ROOF WITH SLOPES 1:12 AND 4:12 = (1+4)/2 = 2 1/2:12 USE THE 2 1/2:12 SLOPE AS THE FACTOR TO DETERMINE TRIM PROCEDURE. DETAIL 4 GABLE TRIM TRANSITION AT RIDGE INSTALLATION GABLE TRIM DETAIL 1 UPPER ENDS OF TRANSITIONS ARE NOTCHED. SUP UPPER TRANSITION INTO PLACE AND FIELD DRILL FOR FASTENERS. f- APPLY GUN GRADE BLIND RIVET PANLASTIC (025392) 097124) CONTINUOUS ALONG 3) PER SPLICE 7 PERIMETER OF SPLICE GABLE TRIM TRANSITION SPLICE DETAIL 5 APPLY FOIL BACKED MASTIC (541063) CONTINUOUSLY OVER AND UNDER TO COVER GAP IN RIDGE TRIM. NAME PLATE (630393) ATTACH WITH BLIND RIVETS CUT GABLE TRIM TRIM CUP TO CLEAR TRIM 630026 INSULATED PURLIN ,560093 UNINSULATED PURLIN GREEN WASHER LOCKRIVET (096306) GABLE TRIM TRANSITION CUP (520014) AT PURLINS & EAVE STRUTS. FIELD DRILL 5/16" DIA. HOLE IN GABLE TRIM. SUPPORT CLIP DETAIL 2 520023 INSULATED PURLIN 520001 UNINSULATED PURUN *SEE DRAWING 1080572 FOR TRIM CLIP INSTALLATION. GABLE TRIM SUPPORT CUP IS INSTALLED UNDER THE TRIM CUP USING THE THIN HEAD BOLT 096636 AS A COMMON FASTENER. GABLE TRIM DETAIL 3 TRANSITION IMPORTANT: ROOF LOWER EDGE OF GABLE PANEL TRIM TRANSITION MUST BE FIRMLY ENGAGED WITH GABLE TRIM TRANSITION CLIP BEFORE SEAMING. TRIM G GABLE cLIP STEP 1 TRIM STEP 2 GABLE TRIM TRANSITION INSTALLATION (LEFT SLOPE SHOWN) GABLE TRIM TRANSITION IS LOCKSEAMED TO ROOF PANEL IDENTICAL TO METHOD USED FOR LOCKSEAMING TWO ROOF PANELS TOGETHER. DETAIL 6 THESE PLANS AND ALL PRO '00-;'C-r ARE SUBJECT TO ANY CORRE"° O REEQ/UI,PED BY FIELD lNSPMCTOR4'' FIELD CUT END COVER RETAINER As �FiEQURD�AN9 3EARYMN ORDE; MATCH ROOF SLOPE. THEN FIELD DRIC1� H �I j��101 I gg� " DIA. HOLES IN GABLE TRIM USING ENNDD - (.2) 'LbGrKRIVEI COVER RETAINER FOR TEMPLATE. APPLY GREEN WASHE TUBE PANLASTIC (025392) AROUND EACH (096306) HOLE BETWEEN RETAINER AND TRIM. AND FASTEN WITH LOCKRIVETS. RIDGE END COVER GABLE TRIM TRANSITION END COVER RETAINER (560226) GABLE TRIM END COVER RETAINER INSTALLATION IMPORTANT; BEFORE PROCEEDING WITH THIS TRANSISTION SEE THE ERECTION DRAWINGS ON "ENDWALL EXTENSION 01 ROOF REPLACEMENT". w 0 0 ir tag EXISTING RIDGE C DET. I MR-24 PANEL-J CORRUGATION EXISTING NEW EXTENSION (WIDESPAN RIDGE) I WITH (FLEXIBLE TYPE) RIDGE COMPONENTS & LONGER ROOF PANELS ROOF PLAN RIDGE TRANSITION PACKAGE THE FOLLOWING PARTS ARE REQUIRED: PART NO DESCRIPTION QTY 542065 FLEXIBLE SEAL 1 542066 CLOSURE 1 542067 CLOSURE 1 542068 RETAINER PLATE 2 560008 REINFORCING STRAP 2 560158 LOCKSEAM PLUG 2 560187 SPLICE RETAINER 2 560206 COVER SUPPORT 1 025392 TUBE PANLASTIC 1 TUBE 027893 1/8 X 1 PANLASTIC 1 ROLL 096306 LOCKRIVET 20 097196 SCRUBOLT 12 ?ACKAGE 542094 4DDITIONAL � PARTS REQUIRED EXISTING NEW EXTENSION LOCKSEAM PLUG EXISTING PANEL � (560158) ( *MATCH NEW PANEL PANEL M REMOVE FOR LOCKSEAM PL 1-5/8"ON PANEL FLAT INSTALLATION (PLAN VIEW) - RIDGE COVER (560157) RIDGE TRANSITION EXISTING PANL ' NEW PANEL ASSEMBLY CLOSURE REINFORCING STRAP ( I FIELD CUT OAND )USE i��vv� \.r%l " nl ur LOCKSEAM PLUG (560158) FILL WITH TUBE PANLASTIC (025392) AFTER INSTALLING CLOSURES PANEL CLOSURE -(560005) FIELD -CUT SEE DETAIL 72\ BOTH PIECES TO BACK-UP (OFF -SET) CLOSURES. CLOSURE (542066)(OFFSET TYPE) ) (TYP.� (09719097196) I PANEL CLOSURE INSTALLATION FLEXIBLE SEAL.(542065) PLACE 1/8X1 TAPE PANLASTIC (027893) UNDER OUTER EDGE OF FLEXIBLE SEAL BEFORE INSTALLING 1/8 X 1 TAPE PANLASTIC (027893) APPLY TO MATCH CONTOUR OF CLOSURE — CLOSURE (542067) I� (OFF SET TYPE) Gv� / E RETAINERS 87) 6 A►ND ALL-PROP08ED VVC f. T TO AW COWECTIONIS ZTII AdSPECTORS TM � i� �I�F�RDIm R TO I ALL APPLICABLE CODES, USE SPLICE RETAINE& LANCE DOWN L AS RTEMP LANCEAUSE MATERIAL CUT PLUG RETAINER PLATE FROM (560187) OR AND FIELD DRILL 5/160 HOL & (542068) INSTALL LOCKRIVET (096306) FLEXIBLE SEAL INSTALLATION )-! MR-24 THIS PRINT SUBJECT TO CHANGE WITHOUT NOTICE CMR-24 RIDGE TRANSITION & EXTENSION WIDESPAN FOR BUILDING ERECTION ALWAYS USE THE PRINTS DATE orsAetNO NUMBER mv. caoup� ��RECEIVED WITH THE BUILDING SHIPMENT. BUTLER 11/10/00ZMIWUFACTURINGpip B 10 8 0 5 83 0 J02-032-02 B 1080583 03 for D s9�cotion COMPANY o2—oaz—oz IMPORTANT: (TYPICAL FOR ALL) DO NOT FASTEN PANEL FLAT TO STRUCTURAL AT HIGH SIDE. 0 o En En O I 0 � I 1 T 2 T E.W. TRIM CLIP ASSEMBLY (TYPICAL) i —/ 4'-0" PANEL CUP � (TYPICAL) i EW OH 4' OVERHANG AT SW. & EW. gI r EW 4' OVERHANG AT SW. PLANS m© 0 i i I OH EW 4' OVERHANG AT EW. EW NO OVERHANG EW. TRIM CUP 630026 WITH INSTALL WITH 1 THIN HEAD BOLT 096636 AND (1) 1--,NUT (95032). � we'\ = GAE OR Cw PAr (5E EW. TRIM CLIP 560093 INSTALL WITH 1 THIN HEAD BOLT (096636 AND 1) NUT (�095032).(CEN R CLI ON URUN) --\ - GAE RAM PANEL (56044 INSTALL WITH CLIP 1) THINAND (3HEAD BOLT (095032)096636.USE UPSLOPE SLOT SN CLIP FOR CONNECTION. GABLE TRIM CLIP (560093) "RAISED" EAVE STRUT OR "RAISED" EAVE STRUT EXTENSION - I (OVERHANG) GABLE ANGLE OR RAKE CHANNEL PANEL CLIP (560440 OR *560743) "RAISED" EAVE STRUT OR RAISED" EAVE STRUT EXTENSION SPACER (OVERHANG) BLOCK * NOTE: MR-24 CUP 560743 OR 560744 MAY BE SUPPLIED WHEN FACTORY MUTUAL CLASSIFICATION IS SPECIFIED. HIGH SIDE CORNER DETAIL 1 MR-24 WITH SPACER BLOCK INSTA L WITHP. 1) HIIN((3HEAD 095032).6USP U))PSLOP� SLOT SN CUP FOR CONNECTION. PANEL CLIP THE E (560440 OR *560743) PLANS AND ALL PROPOSED WORK SJECT TO ANY CORRECTIONS ED BY FIELD INSPECTORS THAT MAY E NECESSARY IN ORDER TO COMPL WITH ALL APPLICABLE CODES, EAVE STRUT OR EAVE STRUT oQ� EXTENSION (OVERHANG) 00 * MMI4 CLIP 560743 MAY BE SUPPLIED WHEN FACTORY MUTUAL CLASSIFICATION IS SPECIFIED. ( -_) '� HIGH SIDE CORNER DETAIL L MR-24 WITHOUT SPACER BLOCK RIDGE I 6" i ROOF PANEII 3-5/8"� OVERHANG tF CANOPY HANG 3— OR OVER � 5/8" 5_5 8" BUILDING OR WX BASIC BUILDING 1" ' ROOF 5-5/8" II,. I PANEL ROOF 1" I T I ��— PANEL i I I i 1-3/8" I I I 1 INSULATION i 1 I I LINER ULATION 1" I LINES PANEL I TYP. ' Z—PURLIN INSULATION — _ & L INSULATIONLINERLINPANEL LINER 'PANELTRUSS PURLIN SPANNING PURLIN MEMBER RIDGE HIGH EAVE END LAP SPLICE. LOW EAVE VALLEY GUTTER NOM. 6" NOTCH (TYP) 560104 m N •.�sU¢ n, �— --Rt — 560105 NOM. 6" NOTCH 7" 560118 BLDG. d cv OR c. S I I E_ WX NOM. 6" NOTCH 5" (TY ) I I 560119 spm CANOPY N OR n OVERHANG M R- 2 4 P A N E L S 560117 BLDG. , rwe OR WX 560210 • CANOPY we OR OVERHANG °fL N 560589 00 560588 '� 560587 N 560585 560586 UNPUNCHED PANELS ' NOM. 6" NOTCH NOM. 6" NOTCH NOM. 6" NOTCH NOM. 6" NOTCH NOM. 6" NOTCH (TYP) (TYP) rr (TYP) (TYP) (TYP) $or inL 560592 N1 560591 560590 N 560594 L 560593 L NOTCHED & UNPUNCHED PANELS M R- 2 4- V A R I A B L E W I D T H P A N E L S NOTE: MR-24-VARIABLE WIDTH PANELS ARE UNPUNCHED. SEE DWG. B-1080876 FOR FIELD DRILLING REQUIREMENT. rwe COE oo�ys` ooF RIDGE OR HIGH EAVE NOTE: FOR HIGH EAVE CONDITION AN ADDITIONAL STARTING PLATFORM IS RECOMMENDED FOR SAFE REMOVAL OF ROOF RUNNER". END LAP SPLICE NOTE: THE NUMBER OF SPLICE PANELS BUILDER NOTE: MAY VARY IN A RUN DEPENDING FOR ACTUAL PART USAGE ON SIZE OF BUILDING. ALWAYS O THE "PER ALTERNATE SPLICES ON ADJACENT REFER T ORDER THE "THAT COME ROOF PANEL RUNS, NORMALLY WITH THE BUILDING. BY ONE PURLIN SPACE. LOW EAVE TO HELP PREVENT WALL STAINING CAUSED BY OR INTERIOR GUTTER ROOTRIMFOR GUTTER INSTALL EAVE EDGE OF IMMEDIATELY AFTER OF OR VALLEY GUTTER ROOF PANELS ARE INSTALLED. P I C T O R I A L V I E W FEMALE SIDE OF PANEL PANEL SECTION VIEWED FROM LOW EAVE NOTE: WHEN A WX IS ATTACHED TO AN EXISTING BUILDING, THE BUILDING EAVE EAVE CONDITION BECOMES A FIELD MODIFIED END LAP SPLICE WITH UPPER END OF PANEL UNPUNCHED. EAVE STRUT GABLE ANGLE SLIDE GABLE ANGLE UNDER EAVE STRUT NO GABLE ANGLE TO EAVE STRUT FASTENER REQUIRED) EAVE CONNECTION PURLIN (INSULATED PURLIN CONDITION) EAVE STRUT GABLE ANGLE 9/16" DIA. ZUIRED. EAVE CONNECTION (UNINSULATED PURLIN CONDITION) FOR FASTENER SEE GENERAL NOTES GABLE ANGLE PURLIN CONNECTION E GABLE ANGLE BUTT JOINT (TYPICAL) NOTES 5 ,0 FIRST PURLIP FROM EAVE FIELD CUT GABLE ANGLE AS SHOWN AND FELD DRILL 9/16" DIA. HOLE FOR EAVE SSTTRUT ATTACHMENT. DETAIL A DETAIL B GABLE ANGLE USAGE CHART ROOF SLOPE ROOF TYPE INTERIM. PURLIN SPACE GABLE ANGLE PART NO. GABLE ANGLE LENGTH NOTE MIN MAX 1/4 3/4 BRII & MR-24 5'-0 1/16" 520007 239 3/4" (.250) (-749) CMR-24 & VSR 5'-0 1/16" 520054 239 3/4" 3/4 1 1 4 BRII & MR-24 5'-0 1/4" 520022 239 3/4" (.50) (1.249) CMR-24 & VSR 5'-0 1/4" 520055 239 3/4" BRII & VSR 5'-0 13/16" 520045 241 29/32" DETAIL B 1 .1�0) (31/2 MR-24 5'-0 13/16" 520045 241 29/32" DETAIL B CMR-24 5'-0 13/16" 520045 241 29/32" DETAIL B BRII 5'-3 1/4" 520021 250 5/8" 3 1 4 VSR 5'-0 13/16" 520045 241 29/32" DETAIL A 02 (3. 0) (4.00) MR-24 5'-0 13/16" 520045 241 29/32" DETAIL A CMR-24 5'-0 13/16"1 520045 241 29/32" DETAIL A GENERAL NOTES 1. INSTALL GABLE ANGLE FROM EAVE TO RIDGE. 2. FIELD CUT AT RIDGE AS NECESSARY. SOME WIDTH BLDGS. REQUIRE THE DROP OFF TO BE USED ON THE OPPOSITE SIDE OF THE RIDGE. 3 AND ATTACH 1/2AHEX AN NGLE WITH95032.Y2"X1 1/4" THIN HD. HEX BOLT (096636) DETAIL 2 Ep,VE PANEL SPLICE PANEL TIONS LpURIIN CALCUTA DETAIL 1 OR 5 SEE DWG 1080947 FOR sW BASIC BUILDING W/RIDGE 2 EVE PANEL SPLICE PANEL TO SPLICE PANEL DETAIL 2 RIDGE VU= HIGH EAVE PANEL DETAIL 4— HIGH SIDE -,mt 2 1 DETAIL 1 OR 5 �NOTE: WG. 10aV'l SW 1 HE NUMBER OF UPSLOPE AND DOWNSLOPE PURLINS DEPENDS UPON THE ROOF SLOPE, THE ROOF PANEL TYPE AND MATERIAL, AND THE LOADING CONDITIONS. SINGLE SLOPE BUILDING HOLE TO GUTTER VARIES SPLICE PANEL LOCATION OF EVE PANEL r DETAIL 2 8 AIL 6. 7 OR 105p947 6 3/4- DET SEE UR WN CALCU�TIONS MULTIPLE GUTTER CONDITION I HIGH SIDE ATTACHING TO EXISTING BLDG. (SAME SLOPE) (SEE DWG. 1080188) 3'. I EXISTING ROOF I I I I I HIGH SIDE AT PERPENDICULAR TRANSITION NOTES: RIDGE * SEE NOTE 3. I DETAIL 1 MR-24 LOW EAVE HOLE 7"* HOLE TO 5„ �SC BLDG• TO HOLE HOLEJER ERHANG EAM RIDGE PANEL SETBACK DIM. TABLE SLOPE ROOF SURFACE WIDTH * < 100' 100' < 150' 2 150' S 1/2:12 3 7/16" 3 1/4" 3 1/16" 5 1:12 3 3/8" 3 3/16" 3' < 1 1/2:12 3 1/4" 3 1/16" 2 7/8" S 2:12 3 1/16" 2 7/8" . 2 11/16" 2 1/2:12 2 15/16" 2 3/4" 2 9/16" < 3:12 2 3/4" 2 9/16" 2 3/8" < 3 1/2:12 2 5/8" 2 7/16" 2 1/4" < 4:12 2 3/8" 2 3/16" 2' > 4:12 2 1/4" 2 1/16" 1 7/8' * ROOF SURFACE WIDTH IS HORIZONTAL STRUCTURAL WIDTH UNDER ONE ROOF SLOPE (INCLUDING ANY WX). THIS DIMENSION DOES NOT INCLUDE ANY CANOPY, OVERHANG OR EAVE/RIDGE ADJUSTMENT. ** VARIES BETWEEN 5" AND 8 1/2" DETAIL 3 1 RIDGE OPENING EAVE PANEL * SEE NOTE 3 HIGH EAVE HOLE TO HOLE 1" EAVE PANEL OR SPLICE PANEL SPLICE PANEL OR RIDGE PANEL HOVE 5' E HOLE TO DETAIL 2 INTERMEDIATE SPLICE L DETAIL 4 HIGH SIDE EAVE DETAIL 5 CMR-24 LOW EAVE HOLE IN GUTTER PARAPET j HOLE IN GUTTER 8 1 8" WALL 14 5/8" GUTTER TYP. HOLE TO HOLE I TO HOLE 1„ I 1„ HOLE GUTTER IELD Nil WFORK) 9 __]I I I i 163 4" DETAIL 6 OF GUTTER IS COMMON 1 $ OF MULTIPLE BLDGS. HOLE IN GUTTER GUTTER _ HOLE T0� DETAIL 7 I KtctsbtU UU I I tK PARAPET CONDITION 1 HOLE TO HOLE DIVA. R ERISE STRUT 1" 1 GUTTER USE PANEL WITH 1" END PUNCHING OR UNPUNCHED �EAVE STRUT DETAIL 8 I FLUSH —GUTTER OUTSIDE I DETAIL 9 I ITrKAL rANr.L AI IAUnMtNI AT MULTIPLE GUTTER MR-24 ROOF PANEL CALCULATOR THIS PRINT SUBJECT TO CHANGE WITHOUT NOTICE CMR-24 FOR Z PURLINSWIDESPAN FOR BUILDING ERECTION ALWAYS USE THE PRINTS pA� DR�M1NG NUMBER REV. .,,��,,,� DR�wwo NUwBER �,• kol-Fil RECEIVED WITH THE BUILDING SHIPMENT. BUTLER 03/21/00 11 02-030-02 B 1080949 05Fabrication 1. THE HOLE TO HOLE AND $ TO HOLE DIMENSION SHOULD BE DERTERMINED FROM THE ROOF STRUCTURAL CALCULATOR DWG. 1080947 BEFORE PROCEEDING TO THIS DRAWING. ADD PANEL MATERIAL SHOWN IN APPROPRIATE DETAILS TO DIMENSIONS DETERMINED FROM 1080947 TO ARRIVE AT ROOF PANEL LENGTHS. 2. FOR MR-24 & CMR-24 PANEL PART NUMBER SEE DWG. 1080570. 3. FOR BUILDINGS WITH ROOF SLOPES OF 3:12 AND GREATER AND 4" THERMAWALL OR 4" TEXTUREWALL SIDEWALL, THE EAVE PANEL MUST BE EXTENDED 1". PANEL WITH NO EAVE STRUT PUNCHING IS REQUIRED: EAVE TO RIDGE —PART NO. 560105 EAVE TO SPLICE —PART NO. 560104 4. FOR MR-24 LITE*PANL SEE DWG. 103244. Q COMPANY MANUPF� RING 030_02 B 1080949 05 w 0 EXAMPLE BLDG. PLAN mI ® - HATCHED AREAS DENOTES LOCATION FOR SEAM REINFORCING. SEE CUSTOMER'S SPECIFIC DWG. FOR QUANTITY AND LOCATION. SEAM REINFORCING CLIP ASSEMBLY (560612) LOCK -NUT -\ /-- BOLT PANEL SEAM -� REINFORCING EXTRUSION DRAWING DENOTES INSTALL SEAM NG CUP ASSEMBLY REFER TO SPECIFIC DWG. ON STEP 1 PROJECT FOR LOCATION OF SEAM REINFORCING CLIP ASSEMBLY REINFORCING EXTRUSION O IMPORTANT NOTE: - PANEL LOCATE REINFORCING EXTRUSION CORRUGATION SEAM REINFORCING CUP ASSEME SHOWN IN REGARD TO ROOF PA TO INSURE PROPER ENGAGEMEN 16161N1"kille7_AIIf] 0111111.y2[019If] ON STEP 4 TIGHTEN NUT & BOLT PICTORIAL VIEW GRIP SLIGHT 1 SEAM REINFORCING CENTER SEAM REINFORCING STEP 3 CUP ASSEMBLY OVER LOCATE TABS OF ROOF CLIP CUP/TAB LOCATION. STEP 2 WITHIN THE COMPLETED SEAM SEAM REINFORCING CLIP OF THE ROOF (ALSO LOCATION ASSEMBLY MUST BE OF SUPPORT STRUCTURE). INSTALLED AS SHOWN IN CORRUGATION SECTION. SEAM REINFORCING CLIP ASSEMBLY (560612) SEAM REINFORCING CUP ASSEMBLY PANEL CORRUGATION PANEL SEAM MR-24 CMR-24 ROOF PANELING NOTES: 1. REFER TO SPECIFIC PROJECT ERECTION DRAWING FOR LOCATION OF SEAM REINFORCING CLIP ASSEMBLY. AREAS WHERE SEAM REINFORCING CUP ASSEMBLY IS REQUIRED SHOULD BE CLEARLY INDICATED. 2. LOCATE TABS (ALONG WITH SUPPORT STRUCTURE) WITHIN THE COMPLETED SEAM OF THE ROOF. THERE SHOULD BE SLIGHT BULGES WHERE THEY ARE TO BE LOCATED. 3. CENTER SEAM REINFORCING CLIP ASSEMBLY OVER CLIP/ TAB LOCATION AS INDICATED IN STEP 3. THE SEAM REINFORCING CUP ASSEMBLY MUST BE ORIENTED AS SHOWN IN CORRUGATION SECTION IN ORDER FOR IT TO ENGAGE PROPERLY. 4. TIGHTEN NUT AND BOLT MAKING SURE THAT THE ASSEMBLY HAS REMAINED PROPERLY SEATED AND CENTERED UNTIL IT HAS BEEN COMPLETELY SECURED FOR MAXIMUM GRIP. ROOF PANEL ATTACHMENT CLIP SYM. ABOUT C RIDGE EAVE 3 HORIZONTAL 16 ANGLE BRACING 091 BRACING 093 TERMINATION r f I------� — --- TRANSVERSE SECTION A - X-BRACING ost - A 1) STRUCTURALS ARE REPRESENTATIVE ONLY. OBJECTS ARE NOT DRAWN TO ANY SCALE OR SLOPE. ACTUAL STRUCTURALS VARY BASED ON DESIGN AND SLOPE. 2) TYPICAL SPANNING MEMBER SPACING MAXIMUM DISTANCE TO �a '4� IS 5'-0" O.C. MAXIMUM. (INCREASED WIND UPLIFT AROUND PERIMETER OF BLDG. MAY REQUIRE LESS THAN FIRST BRACING LOCATION �c'^� 0 4 5'-0- SPACING) 3) ALL STRUCTURAL MEMBERS USED FOR MR-24 PANEL CLIP ATTACHMENT ARE PRE -PUNCHED c6R� e 0 0� AN. LONGITUDINAL X-BRACING, 093 P 3 091 Z-PURLIRLINS MR-2 15 ONLY 093 < VERTICAL SUPPORTS / BASE Z-PURLINS -� ,off. i 'yq� ar SLOPE BUILD—UP SYSTEM (WITH PERPENDICULAR BASE Z-PURLINS SHOWN) GENERAL NOTES 1. THE SLOPE BUILD-UP SYSTEM WITH BASE STRUCTURALS IS RECOMMENDED TO BE USED WHERE THE LOCATION OF THE EXISTING STRUCTURALS DOES NOT ALLOW THE PLACEMENT OF THE SUPPORTS DIRECTLY OVER THEM. THE BOTTOM STRUCTURALS WILL TRANSMIT THE LOAD INTO THE EXISTING STRUCTURALS AND ALLOW THE SUPPORTS TO BE INSTALLED WHEREVER NECESSARY. 2. STRUCTURAL MEMBERS MAY VARY IN SIZE DEPENDING ON ROOF LOAD AND SUUPORT SPACING SEE DWG. B-1081096 FOR PROPER SIZE SPACING. 3. THE SLOPE BUILD-UP SYSTEM IS DESIGNED FOR SLOPES FROM 1/4:12 THRU 6 1/2:12. VERTICAL SUPPORT HEIGHTS ABOVE 10'-0" MUST BE REVIEWED BY BUTLER ROOF DIVISION ENGINEERING. i EAVE ANGLE STRUT 7" (703551) z 0 Z PURLIN Ll TRANSVERSE SUPPORT AT EAVE X-BRACING HORIZONTAL ADDITIONAL TRANSVERSE BRACING X-BRACING REQUIRED 0 TRAN�ER OPTIONAL SUP PORVE IL TS AT EAVE) sE DIRF�11 MR-24�N os3 ONLY A VVV BRACING NOTES: THE FOLLOWING ARE GENERAL GUIDELINES FOR BRACING REQUIREMENTS. ADDITIONAL BRACING MAY BE REQUIRED DUE TO SECIAL BUILDING CODE CONDITIONS. HORIZONTAL BRACING: A CONTINUOUS LINE INSTALLED IN THE TRANSVERSE DIRECTION FROM THE RIDGE DOWN TO THE FIRST STRUCTURAL MEMBER THAT IS CONNECTED DIRECTLY TO THE DECK. REPEAT ON MAXIMUM SPACING (LONGITUDINAL DIRECTION) WITH THE FIRST AND LAST RUNS LOCATED WITHIN 10' OF EACH ENDWALL LOCATION TO BE COORDINATED WITH THE TRANSVERSE X-BRACING LOCATIONS. (MINIMUM OF 2 ROWS) SEE DWG. B-1081094 TO ESTABLISH MAX. BRACING SPACING. TRANSVERSE X-BRACING: INSTALL ONE SET OF X-BRACING BETWEEN THE SUPPORTS (IN THE STRUCTURAL MEMBER SPACE ADJACENT TO THE RIDGE SPACE) AND IN LINE WITH THE HORIZONTAL BRACING. THESE SHOULD BE REPEATED AT MAXIMUM SPACING (LONGITUDINAL DIRECTION). ADDITIONAL TRANSVERSE X-BRACING SHOULD BE INSTALLED AT THE EAVE STRUCTURAL MEMBER SPACE WHEN THE EAVE STRUCTURAL MEMBER UTILIZES SUPPORTS (TO TRANSMIT HORIZONTAL BRACE LOADINGS INTO THE EXISTING STRUCTURE). SEE OPTIONAL EAVE DETAIL. SEE DWG. B-1081094 TO ESTABLISH MAX. BRACING SPACING. LONGITUDINAL X-BRACING: INSTALL ONE SET OF X-BRACING ON EACH STRUCTURAL MEMBER LINE WITH SUPPORT HEIGHT OF 7 1/2" OR GREATER, THESE SHOULD BE CONTINUED ON MAXIMUM SPACING (LONGITUDINAL DIRECTION). THE FIRST AND LAST LOCATIONS OF X-BRACING SHOULD BE INSTALLED WITHIN 10' OF EACH ENDWALL. SEE DWG. B-1081094 TO ESTABLISH MAX. BRACING SPACING. 6 4 V 6 _ 091 091 ,I os1 171REG�10 � AAIIGI�pI�P� DQI, LONGITUDINAL X-BRACING 091 01-030-0511 B 1081090 01 SECTION — B EAVE STRUCTURAL TYPICAL DETAIL AT SUPPORT ® ENDWALL ITEM HEIGHT NUMBER DESCRIPTION sL 1 1/4" 530495 SPANNING MEMBER (NOM 15'-0") 530498 SPLICE J--L 2 1/2" 530496 SPANNING MEMBER (NOM 15'-0") 530499 SPLICE 3 3/4" 530497 SPANNING MEMBER (NOM 15'-0") 530500 SPLICE IIIUUU��� ---- 703525 VERTICAL SUPPORT (20'-011) (2-1/2" X 2-1/2" X 12 GA.) VVVWWW ---- 703526 VERTICAL SUPPORT (20'-0") (2-1/2" X 2-1/2" X 16 GA.) VVVWWW - - - - 703527 VERTICAL SUPPORT (20'-011) (2-1/2" X 2-1/2" X 18 GA.) J ---- 703528 VERTICAL SUPPORT (20'-0") . (2" X 2" X .188 (A36) STEEL TUBE) 3„ Z-PURLIN X 16,-0" COVERAGE) 703529 1 (O TO 1/2) TO 12 703530 (1/2 TO 1 1/2) TO 12 703531 (1 1/2 TO 2 1/2) TO 12 703532 (2 1/2 TO 3 1/2) TO 12 703533 (3 1/2 TO 4 1/2) TO 12 703534 (4 1/2 TO 5 1/2) TO 12 703535 (5 1/2 TO 6 1/2) TO 12 4„ Z-PURLIN X 16'-0" COVERAGE) 703536 (0 TO 1/2) TO 12 703537 (1/2 TO 1 1/2) TO 12 703538 (1 1/2 TO 2 1/2) TO 12 703539 (2 1/2 TO 3 1/2) TO 12 703540 (3 1/2'TO 4 1/2) TO 12 703541 (4 1/2 TO 5 1/2) TO 12 703542 (5 1/2 TO 6 1/2) TO 12 6„ Z=PURLIN X 16'-6" COVERAGE) 703543 (0 TO 1/2) TO 12 703544 (1/2 TO 1 1/2) TO 12 703545 (1 1/2 TO 2 1/2) TO 12 703546 (2 1/2 TO 3 1/2) TO 12 703547 (3 1/2 TO 4 1/2) TO 12 703548 (4 1/2 TO 5 1/2) TO 12 703549 (5 1/2 TO 6 1/2) TO 12 C- 1 1/4„ EAVE STRUCTURAL " COVER COVERAGE) 703552 (0 TO 1/2) TO 12 703553 (1/2 TO 1 1/2) TO 12 703554 (1 1/2 TO 2 1/2) TO 12 703555 (2 1 2 TO 3 1 2 TO 12 / / ) 703556 (3 1/2 TO 4 1/2) TO 12 703557 (4 1/2 TO 5 1/2) TO 12 703558 (5 1/2 TO 6 1/2) TO 12 L- 4 1/8" 703560 BASE CLIP (LIGHT) L- 4 1/8" 703561 BASE CLIP (HEAVY) x ---- 703559 X-BRACING STRAP (100'-0") L 1 1/4" 703551 HORIZONTAL BRACING ANGLE ,63pa SLOPE BUILD—UP SYSTEM ROOF ALL ROOFS WITH PERPENDICULAR BASE Z-PURLINS GROUP THIS PRINT SUBJECT TO CHANGE WITHOUT NOTICE. III FOR BUILDING ERECTION ALWAYS USE THE PRINTS DATE DRAVANG NUMBER Rm RECEIVED WITH THE BUILDING SHIPMENT. BUTLER 01/24/96 AISC Certified Q MANUFACTURING COMPANY B 10 81090 01 for Design do Fabrication 01-030—OS UPPER Z—PURLIN BRACE / I I I 1 • (1) SELF —DRILLING SCREW (097405) AT EACH END (TYPICAL) c� w BASE CLIPS, x OR Z—PURUNS STRAP (703559) rn (PARALLEL OR FIELD CUT TO LENGTH 0 PERPENDICULAR) EL • • I q °1 1_1 NOTE: 1. IF POST HEIGHT EXCEEDS 5'-0" SEE ALTERNATE DETAIL 1A/2A. (SEE DWG. B-1081094 FOR CORRECT SPACING). 2. WHEN VERTICAL SUPPORT (703527) (18 ga.) IS USED, ALL STRAP BRACING (703559) CONNECTIONS REQUIRE TWO (2) 097405 SELF—DRILUNG SCREWS PER CONNECTION. DETAIL 1 TRANSVERSE 'Y' BRACING UPPER Z—PURUN (1) SELF —DRILLING SCREW (097405) AT EACH SUPPORT (3) SELF DRILLING SCREWS (097405) PER LAP (TYPICAL) HORIZONTAL BRACING ANGLE (703551) (FIELD WORK AS REQUIRED) I I DETAIL 3 HORIZONTAL BRACING (PERPENDICULAR TO UPPER SPANNING MEMBER) EAVE 12 SPACER BLOCK i ROOF LINE 1/4� SPACER BLOCK __ -- 1 1/4" SPANNING SPANNING l� - MEMBER MEMBER TYPE AND QUANTITY OF FASTENERS TYPE AND QUANTITY OF FASTENERS FOR ROOF ATTACHMENT TO BE FOR ROOF ATTACHMENT TO BE DETERMINED BY ENGINEER OF RECORD DETERMINED BY ENGINEER OF RECORD DETAIL 6* INSULATED PURLIN EAVE DETAIL ' ON SLOPE BUILD—UP SYSTEM WITH PERPENDICULAR BASE Z—PURUNS STARTER "C" IS REPLACED WITH HAT SECTION AND ALL SUPPORTS ARE ATTACHED ON TOP OF THE BASE Z—PURUNS. REFER TO SECTION A —A ON DRAWING B-1081090. EAVE UPPER Z—PURLIN AT) EACH ENDL(TYPICAL) SCREW (097405) STRAP FIELD — BASE CUPS, 'ARALLEL OR 1. IF POST HEIGHT EXCEEDS 5'-0" SEE ALTERNATE DETAIL 1A/2A. (SEE DWG. B-1081094 FOR CORRECT SPACING). 2. WHEN VERTICAL SUPPORT (703527) (18 ga.) IS USED, ALL STRAP BRACING (703559) CONNECTIONS REQUIRE TWO (2) 097405 SELF —DRILLING SCREWS PER CONNECTION. DETAIL 2 LONGITUDINAL X BRACING ROOF LINE 12 1/41 /--2 1/2" SPANNING - MEMBER------ ----- �L TYPE AND QUANTITY OF FASTENERS , TYPE AND QUANTITY OF FASTENERS FOR ROOF ATTACHMENT TO BE FOR ROOF ATTACHMENT TO BE FOR BY ENGINEER OF RECORD DETERMINED BY ENGINEER OF RECORD DETAIL 4* UNINSULATED PURLIN EAVE DETAIL BRACING CONNECTION CHART STRUCTURAL STRUCTURAL DIM DIM MEMBER DEPTH X. '1'" Z—PURUN 3" 2" 6" Z—PURLIN 4" 2" 7" Z—PURLIN 6" 2" 9" BASE CUP 4 1/4" 2" 5" BASE CLIP 4 3/8" 2" 5" v 0 I in BRACING SAT) EACH END L(TYPICAL) (097405) NOTE: 1. WHEN VERTICAL SUPPORT (703527) (18 ga.) IS USED, ALL STRAP BRACING (703559) CONNECTIONS REQUIRE TWO (2) 097405 SELF —DRILLING SCREWS PER CONNECTION. DETAIL 1 A/2A ALTERNATE LONGITUDINAL OR TRANSVERSE "X" BRACING (FOR 5'-0" < POST HEIGHT < 10'-0") SPANNING MEMBER 3 3/4" SPANNING MEMBER ®� 1-- �) GREEN196) TYPICAL OLTS ® NOTE: SLOTS ARE PROVIDED IN SPLICE MEMBERS TO ASSURE CONTINUED MODULARITY FOR PANEL ATTACHMENT. FIELD MEASURING AND ADJUSTMENT EVERY 45 UNEAL FEET (EVERY 3 SPANNING MEMBERS) IS REQUIRED TO MAINTAIN THE MODULARITY. DETAIL 5 SPANNING MEMBER SPLICE (*) FASTENER QUANTITY CHART PURLIN 1 3" 4" 6" FASTENERS 1 2 3 4 Z-PURLIN TOP SPANNING MEMBER I (*) SELF -DRILLING SCREWS 097405) TYPICAL (SEE FASTENER CHART FOR QTY.) BASE CUP OR BASE Z-PURLIN TYPE AND QUANTITY OF FASTENERS FOR ROOF ATTACHMENT TO BE DETERMINED BY ENGINEER OF RECORD DETAIL 7 TYPICAL CONNECTION 1/8" - 3" Z-PURLIN 3/8" -4"&6" Z-PURUN F- 0 0 a CL cn 0 a U F- 0 U 0 w u- 1/8" - 3" Z-PURLIN 3/8" -4"&6" Z-PURUN Z-PURLIN TOP SPANNING MEMBER VERTICAL SUPPORT GAUGE TO BE DETERMINED BY BMC ENGINEER (") SELF-DRILUNG SCREWS (097405) TYPICAL (SEE FASTENER CHART FOR QTY.) BASE Z-PURLIN (PARALLEL) ' TYPE AND QUANTITY OF FASTENERS FOR ROOF ATTACHMENT TO BE DETERMINED BY ENGINEER OF RECORD DETAIL 10 VERTICAL SUPPORT WITH PARALLEL BASE Z-PURLINS x Li w 2 1/8" - 3" Z-PURUN 13/8" -4"&6" Z-PURUN 1 I Z-PURUN TOP SPANNING MEMBER POST MUST BE ROTATED 90' TO ALLOW FOR FASTENING TO FLAT SURFACE ON BOTH SIDES WHERE TOP AND BOTTOM MEMBER WOULD OVERLAP �•) SELF -DRILLING SCREWS 097405) TYPICAL (SEE FASTENER CHART FOR QTY.) BASE CUP OR BASE Z-PURLIN TYPE AND QUANTITY OF FASTENERS FOR ROOF ATTACHMENT TO BE DETERMINED BY ENGINEER OF RECORD DETAIL 8 ROTATED VERTICAL SUPPORT 1/8" - 3" Z-PURUN 3/8" -4"&6" Z-PURUN tE 0 0 a a N J U D U 0 w Z-PURLIN TOP SPANNING MEMBER VERTICAL SUPPORT GAUGE TO BE DETERMINED BY 'BMC ENGINEER (*) SELF -DRILLING SCREWS (097405) TYPICAL (SEE FASTENER CHART FOR QTY.) BASE Z-PURUN (PERPENDICULAR) TYPE AND QUANTITY OF. FASTENERS 8" - 3" Z-PURLIN FOR ROOF ATTACHMENT TO BE 1 / DETERMINED BY ENGINEER OF RECORD 3/8" -4"&6" Z-PURUN DETAIL 11 VERTICAL SUPPORT WITH PERPENDICULAR BASE Z-PURLINS 1/8" - 3" Z-PURLIN 3/8" -4"&6" Z-PURLIN 0 a a M En U w w 0 U 0 w -PURUN TOP )PANNING MEMBER IERTICAL SUPPORT GAUGE f0 BE DETERMINED BY 3MC ENGINEER �') SELF -DRILLING SCREWS 097405) TYPICAL (SEE FASTENER CHART FOR QTY.) BASE CLIP TYPE AND QUANTITY OF FASTENERS FOR ROOF ATTACHMENT TO BE DETERMINED BY ENGINEER OF RECORD DETAIL 9 VERTICAL SUPPORT ` WITH BASE CLIPS ADDITIONAL T AND HORIZOI DWG. 8-108 T EAVE 3" PURLIN (703529) SELF DRILLING SCREWS (097405) 2"-0" O.C. 11 JPPORTS AT EAVE DETAIL 12 OPTIONAL EAVE DETAIL COTES: ■ IT IS IMPORTANT, IN ORDER TO MAINTAIN DRIVABILITY OF THE SELF DRILLING SCREW, THAT THE PURLIN SPLICE NOT BE LOCATED AT A VERTICAL MEMBER. ■ IF THE PURLIN LAP SPLICE OCCURS AT A VERTICAL MEMBER, PERFORM MR-24 TRIM CLIP THE PROCEDURE AS SHOWN IN DETAIL 14. ■ CONTINUE STANDARD LAP SPLICES WITH ALL REMAINING PURLINS AS SHOWN (630026) INSULATED PURLIN (630026) I UNINSULATED P PURLIN IN DETAIL 13. POST DIMENSION VARIES FIELD DRILL (1) 9/16" 0 HOLE SEE JOB SPECIFIC 1'-6" — 3" & 4" PURLIN ERECTION DWGS.) INSTALL (1) 1 2" X 1 1/4" THIN HEAD 1'-9" — 6" PURLIN BOLT (096636 AND NUT (095032) 12"-3"&4" PUR. GABLE TRIM SUPT. CLIP 1'—O" (LAP ® 3" & 4" Z—PURLNS) 1'-6"— 6" PUR. 12" 5520001 INSULATED PURLIN 1'-6" (LAP ®6" Z—PURLIN) STD SPLICE LAP ADDTL LAP I \ N PURLIN FIRST PURLIN FROM EAVE --_—__ Z—PURLIN TOP I i SPANNING MEMBER — — — — — — — — — — — — — — — — -------------- --------------- I� h I + I I� �I i I } II II I I II II II II I PURLIN OR HAT SECTION HA II a h I I jl Ij I I VERTICAL � SUPPORT ' I I SEE SPLICE CHARTS ON I I I I DWG. B-1081097 FOR I I ---- o---------------- --- (*) SELF DRILLING I I CORRECT FASTENER QTY. I I SCREWS (097405) SEE SPLICE CHARTS ON I I I I --------— — — — — — — — — — — — — — — — -- TYPICAL (SEE DWG. B-1081097 FOR I FASTENER CHART CORRECT FASTENER QTY. FOR QTY.) POST j. / DETAIL 13 DETAIL 14 DETAIL 1.5 Z-PURLIN LAP DETAIL SPLICE OFFSET DETAIL MR-24 TRIM CLIP INSTALLATION Z—PURLIN ANGLE'BRACE (703551) INSTALL (1) 5/16" X 1" SELF —DRILLING SCREW (097405) BASE CLIP OR FIELD NOTCH Z—PURLIN DETAIL 16 ANGLE BRACING TERMINATION ATTACHMENT ADAPTER iE AN ATTACHMENT ADAPTER AT IE ENDS OF THE EAVE STRUCTURAL AERE AN EAVE ATTACHMENT DETAIL 17 PANEL CLIP ADAPTER EAVE STRUCTURAL INSERT ADAPTER (543130) THRU HOLES AND BEND TABS AWAY FROM SPLICE ('*) FASTENER QUANTITY CHART PURLIN 3" 4" 6" FASTENERS 2 3 4 3 (N ENDWALL i i 0'-6" EW. 1 1 1 2 146 146 EXISTING EAVE STRUCTURAL - r r r-r r r r-r r T r rn I I1 o. l 1 1 � 3 1 0 1 , EXISTING STRUCTURALS (TYP.) HIGH SIDE SS OR RIDGE CONDITION 5 6 7 146 146 146 KEY PLAN NOTE: EXISTING METAL ROOF CUTAWAY FOR CLARITY FIELD DRILL 5/16" DA. HOLES 2'-0" O.C. FOR PANEL CLIP ATTACHMENT m � a z of EXISTING ROOF PANEL LOCATE EAVE STRUCTURAL LINE AT EAVE CONNECTION OF ROOF PANELS � RIDGE OR HIGH SIDE SS STEP 1 EW. 0'-6" I 3 UNITS I 1 I m � NISHED PREPUNCHED STRUCTURAL EXISTING STRUCTURALS (TYP.) 2'-0" O.C. TYPICAL AT EACH SECONDARY STRUCTURAL I 1 1 I ENDWALL REFERENCE i LINE 2'-O" O.C. 1 ENDWALL REFERENCE 1 LINE (OPPOSITE END) 1 2'-0" O.C. ENDWALL REFERENCE LINE 1 ��1 (LOCATION OF FIRST PUNCHED HOLE) CTPP 7 AREA DETAILED DETAIL NUMBER DRAWING NUMBER LEGEND NOTES: STEP 3 TOOLS REQUIRED STEP 3 A. 300' - 500' STEEL TAPE MEASURE USING A 500' LONG TAPE (ONE PIECE TAPE) B. (2) STRING LINES (PIANO WIRES) MEASURE AND MARK THE EXISTING STRUCTURALS C. EXTENSION CORDS (110V) AT 2'-0" INTERVALS FROM THE NEW REFERENCE D. DRILL W/ 5/16" DA. BIT. LINE TO THE OPPOSITE EW AND CHECK THAT E. VISE GRIPS THE TOTAL DIMENSION EQUALS THE ROOF PANEL F. PERMANENT FINE MARKER MODULE STEP 1 STEP 4 ESTABLISH THE EAVE STRUCTURAL FIELD DRILL THE HOLE (5/16" DA.) LOCATIONS LINE. THIS IS BASED OFF MARKED IN STEP 3. ALWAYS DRILL THE UPHILL THE PANEL LENGTHS, EAVE CONDITION BAR JOIST TOP CHORD. ONLY DRILL AN AREA DETAIL AND RIDGE OR HIGH SIDE OF ROOF THAT CAN BE COVERED WITH NEW PANEL (FLASHING) DETAIL. USE OF PIANO PANELS EACH DAY. WIRE RECOMMENDED FOR STRING LINE. 1 z EXISTING \ EXISTING PURLINS OR BAR JOIST (TYPICAL) ZNEW MR-24 PANELS STEP 2 S ABLISH T E EW REFERENCE LINESTEP 5 FOR INSTALLATION OF THE ROOF INSULATION STRUCTURALS 90' (PERPENDICULAR) TO THE EAVE ROOF PANELS, SEE T8 STRUCTURAL REFERENCE LINE BY DWG 1081 47 - EW REFERENCE LINE USING A TRANSIT OR BY MEASURING A PROPORTIONATE UNIT RIGHT ' STEP 5 TRIANGLE. LOCATE3EW REFERENCE LINE 0'-6" FROM STARTING EW STRUCTURAL LINE. EXISTING ROOF PANEL STEP 4 _EAVE STRUCTURAL LINE SW EAVE ANGLE (703564) 10' OVER EAVE SPACER CUP (703566) 31 ALIGN CAVE ANGLE TO FACE E OF yyALL EXISTING ROOF (TYPICALLY) PANEL 6" EXISTING EAVE STRUCTURE DETAIL 1 TYPICAL LOW EAVE r- -- I I L - 'IELD CUT EXISTING 100F PANEL OVERHANG LACK TO FACE OF TRUCTURAL. HIGH EAVE TRIM FIELD CUT EXISTING PANEL OVERHANG BACK TO FACE OF EAVE STRUCTURAL OR BACK OF WALL PANEL PANEL CUP (560745) r- MR-24 ROOF PANEL - EXISTING ROOF PANEL FIELD DRILL 5/16" HOLE FOR GREEN SCRUBOLT (097196) - EXISTING HIGH EAVE STRUCTURAL EAVE ANGLE (703564) 10' OVER EAVE SPACER CUP (703566) EXISTING ROOF J 5/16" S.D.S. (097405) EXISTING EAVE STRUCTURAL SW $ SW MR-24 ROOF PANEL i NEW STAINLESS STEEL INTERIOR GUTTER I' EXISTING INTERIOR GUTTER i I 7 r- COUNTER FLASHING & (NOT BY BUTLER) DETAIL 2 TYPICAL INTERIOR GUTTER EXISTING WALL PANEL (NOT BY BUTLER) PANEL CUP (560745) w-law" ' 1'-0" MAX. DETAIL 5 DETAIL 6 TYPICAL HIGH EAVE TRIM TYPICAL PERPENDICULAR TRANSITION EXISTING ROOF PANEL FIELD DRILL 5/16" HOLE FOR GREEN SCRUBOLT (097196) - EXISTING STRUCTURAL EW /J1 A EW ENDWALL REF. LINE 6" - EXISTING WALL PANEL OR NEW ' COUNTER FLASHING (NOT BY BUTLER) � GABLE TRIM SUPPORT CLIP (520023) ,,,-FLASHING SUPPORT ANGLE (630246) 10' TRIM CUP (630026) FIELD DRILL 5/16" HOLE 3/8 x 2 1/4" f I INSTALL GREEN SCRUBOLT SCRUBOLT (097270) (097270) EXISTING ROOF PANEL EXISTING ROOF PANEL) 1 CORR.- 1/2" SHIM (703563) EXISTING STRUCTURAL 1 1/8" 1/2" SHIM (703563) DETAIL 3 TYPICAL PARALLEL RIDGE i i U II I II u---� MAX - EXISTING ROOF PANEL EXISTING STRUCTURAL DETAIL 7 TYPICAL RIDGE EXISTING PANEL CUP (560745) / MR-24 ROOF PANEL FIELD DRILL 5/16" HOLE FOR GREEN SCRUBOLT (097196) FIELD DRILL 5/16" HOLE FOR GREEN SCRUBOLT (097196) DETAIL 4 TYPICAL ENDWALL DETAIL 7 ALT. (EXISTING RIDGE PURLIN 2'-0" FROM )GE LOCKRIVET (096306) (GREEN WASHER) THIS LOCATION ONLY PREPUNCHED EAVE ANGLE EXISTING METAL-/ EAVE SPACER CUP (703566) ROOF SECTION A -A TYPICAL AT SPACER CLIP S.D.S. (097405) (EAVE ANGLE TO SPACER CUP) PREPUNCHED EAVE ANGLE (703564) 10' LONG EAVE SPACER CUP— ATTACH6WITH S.D.S. (097405) TO EXISTING EDGE STRUCTURAL INSERT PANEL CLIP ADAPTER �543130) THRU HOLES AND BEND ASS AWAY FROM SPLICE PANEL CLIP ADAPTER USE A PANEL CLIP ADAPTER AT THE ENDS OF EAVE ANGLES WHERE A PANEL EAVE ATTACHMENT MUST BE MADE TRIM CUP (630026), \_ EXISTING GABLE TRIM EW TRIM CLIP INSTALLATION 5" MINIMUM EXTENSION {� 3/8" SOCKEf��I GREEN SCRUB01� n (097196) BLANKET INSULATION IMUM OF 3" THICK) FIELD CUT SUPPORT• • CUT SUPPORT• • FILL ALT. SECTION B-B PLACEMENT OF CLIP WHEN EXISTING PANEL RIB IS OFF MODULE INSTALL SCRUBOLT FASTENER f CLIP INSTALLATION OF SCRUBOLT REQUIRES A i 3/8" SOCKET & A 5" MINIMUM EXTENSION i 12" O.C. NEW MR-24 1 5/8" 1 5/8" ROOF PANEL ' 8 3 4" ' EXIST. RIB EXIST. RIB NEW JEL CUP (560745) MR-24 ROOF PANEL SUPPORT BLOCK a I D I EXISTING ROOF (703565) r� ANEL :r - MAXIMUM RIB HEIGHT PANEL CLIP (560745) GREEN SCRUBOLT (097196) (STING ROOF PANEL SUPPORT BLOCK (703565) FIELD DRILL 3" BLANKET INSULATION (MAX.) 5/16" FOR ISTING STRUCTURAL GREEN SCRUBOLT (097196) SECTION B-B SECTION C—C TYPICAL AT CUP TYPICAL INSTALLATION OF PANEL CUP INSTALLATION NOTES: SEE DWGS. B-1081145 & B-1081146 FOR LAYOUT AND DRILLING LOCK SEAM TAB 60003) 2 REQUIRED 2 REQUIRED GABLE TRIM SUPPORT CLIP (520023) 1/2" SHIM (703563) EXISTING ROOF AND TRIM FLATTEN EXISTING ROOF CORRUGATION AS REQUIRED FOR PANEL CLIP ATTACHMENT DETAIL 1 WHEN EXISTING ROOF CORRUGATION FALLS ON PANEL CLIP LOCATION 1 FIELD CUT EXISTING PANEL OVERHANG BACK TO FACE OF EAVE STRUCTURAL. 2. LOCATE EAVE SPACER CLIP (703566) IN THE FLAT OF EXISITNG PANEL 2'-0" O.C. AND ATTAH WITH SELF-RILLIN SCREW U(0974 5) TO CEXISTING EAVE DSTRUT G 3. INSTALL EAVE ANGLE (703564) AND ATTACH WITH SELF -DRILLING SCREW (097405) TO EAVE SPACER CUP (SELF -DRILLING SCREW MUST BE LOCATED INSIDE MR-24 CORRUGATION) 4. INSTALL UP TO 3" BLANKET INSULATION AND MR-24 PANELS USING PANEL CUP (560745) & SCRUBOLT (097196) (SEE MR-24 STANDARD ERECTION DRAWINGS). NOTE: LOCATE SUPPORT BLOCK (703565) BETWEEN EXISTING PANEL CORRUGATION CONTINUOUS OVER EXISTING STRUCTURALS DETAILED 5, INSTALL EDGE OF ROOF TRIMS AS SIMILARLY DETAIL NUMBER SHOWN ON STD. ERECTION DWGS., FOR GABLE ;DRAWING TRIM INSTALLATION LOCATE STARTING MR-24 CORRUGATION 6" BACK FROM STRUCTURAL NUMBER LINE, ATTACH 1/2" SHIM (703563), PANEL SUPPORT AND TRIM CUP WITH GREEN LEGEND SCRUBOLT (097270) THROUGH EXISTING PURUN. OUTSIDE FACE OF EXISTING WALL , ' PANEL OVERHANG DETERMINED BY EAVE ANGLE OVER , EAVE CONDITION EAVE SPACER CUP i AND SLOPE OF ROOF MR-24 ROOF PANEL--\ ! EXISTING ROOF PANEL EXISTING EAVE \-- GUTTER STRUCTURE FIELD CUT EXISTING PANEL OVERHANG BACK TO FACE OF EAVE STRUCTURAL OR BACK OF WALL PANEL EAVE CLOSURE (VARIES) r%rT A 11 4 OUTSIDE FACE OF EXISTING WALL PANEL OVERHANG DETERMINED BY EAVE CONDITION AND SLOPE OF ROOF MR-24 �I SUP PANEL II SUPPORT BLOCK 703565 FIELD CUT EXISTING \- EXISTING ROOF PANEL OVERHANG' ROOF PANEL BACK TO FACE OF STRUCTURAL EXISTING HIGH EAVE STRUCTURAL HIGH EAVE TRIM DETAIL 5 .TYPICAL HIGH EAVE TRIM (SEE DWG. 1081239 FOR SIMILAR EAVE TRIM INSTALLATION) FIELD WORK 5/16 0 HOLE IN EAVE ANGLE EAVE ANGLE OVER EAVE SPACER CUPS EXISTING ROOF EXISTING EAVE STRUCTURAL - t SW iMR-24 ROOF PANEL i EW STAINLESS STEEL NTERIOR GUTTER iZXjN EXISTING INTERIOR GUTTER COUNTER FLASHING & ANGLE (NOT BY BUTLER) N DETAIL 2 TYPICAL INTERIOR GUTTER (SEE DWG. 103444 FOR SIMILAR SW INTERIOR GUTTER INSTALLATION) , ' T`T EXISTING WALL PANEL OR NEW COUNTER FLASHING (NOT BY BUTLER) II FLASHING (630236) 12' LG. I I � SUPPORT ANGLE (630230) 8' LG. ' I I Lj MR-24 ROOF PANEL TYPICAL PEER END CULAR TRANSITION (SEE DWG..1080170 FOR SIMILAR FLASHING INSTALLATION) EW EXISTING WALL PANEL OR NEW COUNTER FLASHING / I "T IIFLASHING (630247) 10' LG. I I II PANEL SUPPORT I 1 I I (630263) 4' LG. I I FLASHING SUPPORT ANGLE I I (630246) 10' LG. lII II MR-24 ROOF PANEL II SPACER BLOCK (703565) EXISTING ROOF PANEL EXISTING STRUCTURAL \-1/2- SHIM (703563) DETAIL 3 TYPICAL PARALLEL (SEE DWG. 1080180 FOR SIMILAR PARALLEL TRANSITION INSTALLATION) TRIM CUP (630026) - SUPPORT BLOCK MR-24 ROOF PANEL (703565) EXISTING ROOF PANEL -�.---II EXISTING STRUCTURAL J� EXISTING ROOF PANEL SCRUBOLT (09.7270) - 1/2" SHIM (703563) FIELD DRILL 5/16" DIA. HOLE IN GABLE TRIM. \ ROOF OR FLAT STOCK. AND \ ^ GABLE TRIM PANEL INSTALL GREEN WASHER `� \ TRANSITION LOCKRIVET(096306) ` 630002 LEFT GABLE TRIM �I 12' LG. RIGHT IMPORTANT: t� LOWER EDGE OF GABLE TRANSITION TRIM TRANSITION MUST / CUP (520014) BE FIRMLY GABLE TRIM ETRANSITION NGAGED �H TRIM G CUP BEFORE SEAMING. CLIP GABLE STEP 1 TRIM STEP 2 GABLE TRIM TRANSITION INSTALLATION (LEFT SLOPE SHOWN) GABLE TRIM TRANSITION IS LOCKSEAMED TO ROOF PANEL IDENTICAL TO METHOD USED FOR LOCKSEAMING TWO ROOF PANELS TOGETHER. DETAIL 9 EW 6" 1 GA (5 , SUPPORT CLIP I� A 1'-0" MAX` RIDGE , DETAIL 4 ALT. (EXISTING RIDGE PjRUN 2'-0" FROM CL RIDGE EXISTING ROOF PANEL DETAIL 4 TYPICAL RIDGE LOCKRLVET GREEN WASHER) 096306) THIS LOCATION ONLY GABLE TRIM TRANSITION �FIELD SEE DETAIL 9 FOR INSTALLATION FORM GABLE TRIM (630199) AT THIS LOCATION. CUT GABLE TRIM CUT GABLE FLASHING TO CLEAR TRIM CLIP TO CLEAR TRIM CUP 1/4" MIN. PITCH TRIM CUP (630026) - BEAD PANLASTIC 1/4"X40' MR-24 WASHER)KV-0" (O.C.306) ROOF PANEL1 GREEN CONTOUR TRIM (630199) 10' LG. EXISTING ROOF PANEL SCRUBOLT (097270) - 1/2" SHIM (703563) MR-24 ROOF PANEL EXISTING STRUCTURAL ROOF RIDGE OPENING SLOPE DIMENSIONS A B 1/4 12 3 3/4 7 1/2 1/2 12 3 11/16 7 3/8 1 12 3 9/16 7 1/8 1 1/2 : 12 3 7/16 6 7/8 2 12 3 5/16 6 5/8 2 1/2 : 12 3 1/4 6 3/8 3 : 12 .3 1/8 6 1/8 3 1/2 : 12 3 1/16 5 7/8 4 : 12 3 5 5/8 EW GABLE TRIM SUPPORT CLIP (520023) GABLE TRIM TRANSITION SEE DETAIL 9 FOR INSTALLATION GABLE FLASHING (FIELD FORM FROM FLAT STOCK)BEAD PANC / ' r(0253 0) & L CKfZIVEX (09630E / (GREEN WASHER) 1'-0" O.C. 1/4" MIN. PITCH CORR. I EXISTING TRIM 1 /8" DETAIL 7 " TYPICAL GABLE REPLACING EXISTING TRIM LOCK SEAM TAB (560003) EXISTING STRUCTURAL 2 PER CLIP FOR TAB ORIENTATION SEE DWG. 108057 DETAIL 8 TYPICAL GABLE TRIM CLIP REUSING EXISTING TRIM GABLE TRIM TRANSITION CLIP V 0 CD z 0 J D m J W z EW a c� z Q ' !aw wo EXISTING EAVE STRUCTURAL .KEY PLAN �rFIELD DRILL 5/16" FOR GREEN SCRUBOLT (097196) 4�l,_2" SPACER CLIP (SHOWN) (700066)� EXISTING ROOF PANEL EXISTING STRUCTURAL TYPICAL SPACER CLIP DETAIL FIELD -CUT EXISTING PANEL-J OVERHANG BACK TO FACE OF EAVE STRUCTURAL 0, Lu J J W EXISTING STRUCTURALS (TYP.) SIDE SINGLE SLOPE IDGE CONDITION STEP 4 SPACER CLIP LAYOUT A z 0 J a U LOCATE EAVE STRUCTURAL REFERENCE LINE AT EAVE CONNECTION OF ROOF PANELS HIGHESIIDE SINGLE SLOPE STEP. 1 EXISTING STRUCTURAL TYPICAL E�ISTtNG METAL ROOF RIBS AT 1 -0 O.C. FIELD DRILL 5/16" AND INSTALL GREEN SCRUBOLT (097196) (TYPICAL AT SUPPORT CLIPS) ,,Q f EW. VARIES 3 12" MAX. UNITS I of 0 U 2 �= N EXISTING ROO EW SPANNING MEMBER 2" SPACER CLIP I (SHOWN) (700066) -1 1�VARIES 2" MAX 2'-0" O.C.. I SECTION A -A ENDWALL SPACER CLIP DETAIL 2'-0" O.C. TYPICAL AT EACH SECONDARY STRUCTURAL ENDWALL REFERENCE LINE i 2'-0" O.C. \� I ENDWALL REFERENCE — LINE (OPPOSITE END) 2'-0" O.C. - ENDWALL REFERENCE LINE (LOCATION OF FIRST PUNCHED HOLE) STEP 2 STEP 3 o' .0 U = 2" SPACER CLIP x 0 (700066) < = 3 1/4' SPACER CLIP 700067) EXISTING ROOF SPACER CLIP DETAIL NOTES: AREA DETAILED TOOLS REQUIRED DETAIL NUMBER A. 300' - 500' STEEL TAPE MEASURE B. (2) STRING LINES (PIANO WIRES) DRAWING NUMBER C. EXTENSION CORDS (11OV) D. DRILL W/ 5/16" DIA. BIT. E. VISE GRIPS. LEGEND F. PERMANENT FINE MARKER G. IMPACT GUN W/ 3/8" SOCKET STEP 1 STEP 3 ESTABLISH THE EAVE STRUCTURAL REFERENCE LINE. THIS IS BASED OFF THE PANEL LENGTHS, EAVE CONDITION DETAIL AND RIDGE OR HIGH SIDE PANEL (FLASHING) DETAIL. USE OF PIANO WIRE RECOMMENDED FOR STRING LINE. STEP 2 ESTABLISH THE EW REFERENCE LINE 90' (PERPENDICULAR) TO THE EAVE STRUCTURAL REFERENCE LINE BY USING A TRANSIT OR BY MEASURING A PROPORTIONATE 3-4-5 UNIT RIGHT TRIANGLE. LOCATE EW REFERENCE LINE WITHIN 12" FROM STARTING ENDWALL STRUCTURAL LINE. USING A 500' LONG TAPE (ONE PIECE TAPE) MEASURE AND MARK THE EXISTING STRUCTURALS AT 2'-0" INTERVALS FROM THE NEW REFERENCE LINE TO THE OPPOSITE EW AND CHECK THAT THE TOTAL DIMENSION EQUALS THE ROOF PANEL MODULE STEP 4 INSTALL THE SPACER CLIPS WITH GREEN SCRUBOLTS (097196) 2'-0" O.C. STEP 5 SEE DWG. B-1081151 FOR SPANNING MEMBER, INSULATION AND MR-24 APPLICATIONS. NEW MR-24 ROOF PANEL LOW PANEL CLIP EXISTING ROOF --- __� �_- STRUCTURAL i1 IF (Z-PURLIN SHOWN) FIELD DRILL 5/16"y (1) GREEN SCRUBOLT (097196) NOTE: BLANKET INSULATION NOT SHOWN FOR CLARITY I , I 1-1/4" SPANNING. MEMBER _ f---- (SHOWN) (530495) 15' LG. UNPUNCHED GABLE ANGLE .� (520062) 20' LONG �K2" SPACER CLIP (SHOWN) (700066) EAVE CLOSURE FLAT STOCK AS REQ'D. EXISTING WALL PANEL LOW EAVE DETAIL 1 CLIP PERPENDICULAR TO EAVE WITH UNINSULATED PURLIN 7' NEW MR-24 ROOF PANEL TALL PANEL CLIP 1-1/4" SPANNING =__ - __� MEMBER (SHOWN) - -'� F:= —T— (530495) 15' LG. >4 EXISTING ROOF STRUCTURAL (Z-PURLIN SHOWN) FIELD DRILL 5/16'2V (1) GREEN SCRUBOLT NOTE: (097196) BLANKET INSULATION NOT SHOWN FOR CLARITY 1" 2-1/2" SPANNING MEMBER (SHOWN) (530496) 15' LG. UNPUNCHED GABLE ANGLE (520062) 20' LONG 2" SPACER CLIP (SHOWN) (700066) -EAVE CLOSURE FLAT STOCK AS REQ'D. WALL PANEL (NOT BY BMC) LOW EAVE DETAIL 2 CLIP PERPENDICULAR TO EAVE WITH INSULATED PURLIN FLASHING {NOT BY BMC) FLASHING SUPPORT ANGLE FLASHING PANEL SUPPORT 1-1/4" SPANNING MEMBER 2" SPACER CLIP (SHOWN) -_ -_ (700066) __- EXISTING ROOF � EXISTING ROOF STRUCTURE NOTE: BLANKET INSULATION NOT SHOWN FOR CLARITY DETAIL 3 PARALLEL TRANSITION CAP FLASHING OR COUNTERFLASHING (USE BUTLER FLAT STOCK MATERIAL) RIDGE NEW MR-24 ROOF PANEL TRIM CLIP FLASHING SUPPORT ANGLE GABLE TRIM TRANSITION PERPENDICULAR FLASHING I RIDGE CAP � GABLE TRIM TRANSITION 4 1 FLEXIBLE SEAL 1 " SPANNING MEMBER AND SUPPORT CLIP PANEL CLIP 1'-1" MAX / @a MIN PANEL CLOSURE (SHOWN) 530496) 15' LG.----,J i' NEW MR-24 I� MR --- �---r� GABLE TRIM ROOF PANEL NEW -24 ROOF. PANEL EXISTING ROOF -4 1 1 J 1 __J BLANKET INSULATION -� PANEL CLIP 1-1 2" SPACER CLIP (SHOWN) (700066) 2" SPACER CLIP EXISTING STRUCTURAL ------ I (SHOWN) (700066) ------ -- 1-1/4" SPANNING MEMBER i I GABLE ANGLE �2" SPACER CLIP SHOWN WALL PANEL (NOT BY BMC) EXISTING (700066) ' ' ROOF STRUCTURAL EXISTING ROOF NOTE: BLANKET INSULATION NOT SHOWN FOR CLARITY DETAIL 4 PERPENDICULAR TRANSITION NOTE: BLANKET INSULATION NOT SHOWN FOR CLARITY DETAIL 5 TYPICAL GABLE t SW MR-24 ROOF PANEL NEW STAINLESS STEEL INTERIOR GUTTER .EXISTING INTERIOR GUTTER , , UNINSULATED- 1 1 4" (530495) INSULATED- 2 1/2, (530496) SPANNING MEMBER EXISTING ROOF EXISTING SAVE - f f / STRUCTURAL COUNTER FLASHING & ANGLE (NOT BY BUTLER) DETAIL 7,P INTERIOR GUTTER 02-C ,,-o' MAX. SPACER CLIP DETAIL 6 (700066) RIDGE TYPICAL RIDGE LOCKRIVEf (096306) FIELD DRILL 5/16" HOLE (GREEN WASHER) FOR GREEN SCRUBOLT THIS LOCATION ONLY (097196) L-EFX,_lS,7rltNqGPURUN DETAIL 6 ALT. (EXISTING RIDGE PURLIN 2'-0" FROM Q (2) S.D.S. (097405)- MR-24 CORRUGATION 2'-0" O.C. NEW MR-24 ROOF SYSTEM r— NEW MR-24 ROOF SYSTEM EXISTING METAL ROOF UNPUNCHED 2" SPACER CLIP EAVE ANGLE (SHOWN) (700066) GREEN SCRUBOLT (097196) SECTION A -A FIELD CUT EXISTING PANEL OVERHANG BACK TO FACE OF EAVE STRUCTURAL UNPUNCHED EAVE (520062) 2" SPACER CLIP — (SHOWN) (700066) 2'-0" O.C. GREEN SCRUBOLT (097196) PANEL CUP ATTACHMENT EXISTING STRUCTURAL '--EXISTING METAL ROOF RIBS ® 1'—O" O.C. - GREEN SCRUBOLT (097196) SPANNING MEMBER AND ROOF LAYOUT FIELD DRILL 5/16"0 AND INSTALL GREEN SCRUBOLT (097196) ,M TAB i) (2) REQUIRED A CLIP 0026) INSULATED PURLIN 0093) UNINSULATED PURLIN EXISTING ROOF & TRIM GABLE TRIM SUPPORT CUP (520023) INSULATED PURLIN (520001) UNINSULATED PURUN TRIM CLIP INSTALLATION AT ENDWALL ONLY II" NEW BLANKET INSULATION (MAXIMUM .OF 3" THICK) 5" MINIMUM EXTENSION 3/8" SOCKET GREEN SCRUBOLT� (097196) fi CUP 12" O.C. 6' 6' 1 TYPICAL SPACING EXIST. RIB EXIST. RIB I NEW MR-24 ROOF PANEL d I D I SPACE BLOCK (OPTIONAL) MR=24 PANEL CLIP EXISTING ROOF PANEL N (2) SELF —DRILLING J —GREEN SCRUBOLT (097196) SCREWS (097405) NOTE: INSULATION REMOVED 0 2" SPACER CLIP FOR CLARITY s (SHOWN) (700066) N SECTION B-B NOTE: INSULATION REMOVED FOR CLARITY (2) S.D.S. (097405) SPANNING MEMBER TO SPACER CLIP TYPICAL PANEL CLIP INSTALLATION INSTALLATION NOTES: 1. FOLLOWING DWG. B-1081149 LAYOUT, DRILL, AND INSTALL SPACER CLIPS AS SHOWN. 2. FIELD CUT EXISTING OVERHANG BACK TO FACE OF EAVE STRUCTURAL. 3. WITH EAVE SPACER CLIPS INSTALLED, INSTALL UNPUNCHED EAVE ANGLE (520062) FLUSH WITH WALL AND FACE OF EAVE SPANNING MEMBER WITH S.D.S. (097405). LOCATION OF SPANNING MEMBER WILL VARY. SEE SPECIFIC PROJECT DWGS. FOR LOCATION. 4. INSTALL SPANNING MEMBERS TO THE REMAINING ROOF AREA'S SPACER CLIPS. IT IS IMPORTANT TO MODULE THE PUNCHING WITH THE NEW MR-24 PANEL. 5. APPLY UP TO 3" THICK BLANKET INSULATION AND INSTALL THE MR-24 ROOF SYSTEM PER STANDARD ERECTION DRAWINGS. 6. INSTALL EDGE OF ROOF TRIMS AS SHOWN IN DETAILS ON DWG. B-1081152 AND STANDARD ERECTION DRAWINGS. MR-24 ROOF PANEL PANEL ATTACHMENT LOW PANEL CUP (560440 OR *560743)-7 XISTING ROOF —� TRUCTURE Z—PURLIN SHOWN) FIELD DRILL 5/16" (1) GREEN SCRUBOLT (097196) 7• PANEL STRAP, 6" 1" CORRUGATION CLOSURE MR-24 PANEL ATTACHMENT SCRUBOLT (095984) 1-1/4" SPANNING MEMBER SHOWN (530495) GUTTER SHOWN r UNPUNCHED GABLE ANGLE 1 I (520062) 20' LONG I I I EAVE CLOSURE j 1 2� SPACER CLIP (SHOWN) (700066) 444 FLAT STOCK AS REQ'D. WALL PANEL (NOT BY BMC) MR-24 ROOF PANEL /4SEXF�DR/4 N(097230)S TALL PANEL CUP (560441 OR *560744) SPACER BLOC EXISTING ROOF STRUCTURE (Z—PURLIN SHOWN) LOW EAVE DETAIL 1 * MMRR24 CUP 560743 OR 560744 MAY BE SUPPLIED WHEN FACTORY MUTUAL CLIP PERPENDICULAR WITH EAVE CLASSIFICATION IS SPECIFIED. WITH UNINSULATED PURLIN CAP FLASHING OR COUNTERFLASHING (NOT BY BMC) j FLASHING SUPPORT ANGLE (630230) �/—PERPENDICULAR FLASHING (630236) 12' LG. 1'— I" MAX � FLEXIBLE SEAL (560219) 8" MIN I -- PANEL CLOSURE I NEW MR-24 ROOF PANEL 1 PANEL CLIP 1-1/4" SPANNING MEMBER (SHOWN) (530495) 2" SPACER CUP (SHOWN) (700066) ' I .CLOSURE ;p I REINFORCING EXISTING ROOF ------���___---���--- STRAP LOCKSEAM NOTE: PLUG BLANKET INSULATION NOT SHOWN FOR CLARITY DETAIL 4 PERPENDICULAR TRANSITION SW i i SPANNING MEMBER ' 1 1/4: 530495 UNINSULATED 2 1/2" 530496) INSULATED — 1 EXISTING ROOF 1 1 COUNTER FLASHING & ANGLE (NOT BY BUTLER) FIELD DRILL 5/16" (1) GREEN SCRUB( (097196) 7" PANEL STRAP, CORRUGATION CLOSURE MR-24 PANEL ATTACHMENT SCRUBOLT (095984) 2-1/2" SPANNING MEMBER (SHOWN) (530496) GUTTER SHOWN UNPUNCHED GABLE ANGLE (520062) 20' LONG I EAVE CLOSURE 2" SPACER CUP SHOWN (700066) FLAT STOCK AS REQ'D. WALL PANEL (NOT BY BMC) LOW EAVE DETAIL 2 CLIP PERPENDICULAR WITH EAVE WITH INSULATED PURUN FLASHING (NOT BY BMC) FLASHING SUPPORT ANGLE (630246) (10') FLASHING (630247) (10') PANEL SUPPORT (630263) (4') ADAPTER CLIP (560123) 2'-0" O.C. NEW MR-24 ROOF PANEL \ FIELD DRILL 5/16" 0 FOR GREEN SCRUBOLT (097196) 3/4" SPACER BLOCK 1 1/4" SPANNING MEMBER (SHOWN) (530495) >:z.;:x¢;z:a;<.s;z 2" SPACER CLIP (SHOWN) (700066) EXISTING ROOF EXISTING ROOF STRUCTURE NOTE: BLANKET INSULATION NOT SHOWN FOR CLARITY DETAIL 3 PARALLEL TRANSITION RIDGE RIDGE CAP TRIM CUP ( 00) INSULATED PURLIN RIDGE RETAINER I LOCKSEAM PLUG NEW MR-24 ROOF PANEL i (560093) UNINSULATED PURLIN CLOSURE I PANEL CLOSURE REINFORCING STRAP PANEL CUP GABLE TRIM .TRANSITION MR-24 ROOF PANEL GABLE TRIM SPACER BLOCK (SHOWN) 1 1/4" SPANNING MEMBER_ (SHOWN) 530495) 15' LG. SUPPORT CUP (520023) INSULATED PURLIN BLANKET INSULATION (520001) UNINSULATED PURLIN 2" SPACER CLIP (SHOWN) EXISTING ROOF GABLE TRIM lo 2" SPACER CLIP (SHOWN) (700066) A EXISTING STRUCTURAL GABLE ANGLE-0 EXISTING ROOF STRUCTURE B WALL PANEL (NOT BY BMC) NOTE: BLANKET INSULATION NOT SHOWN FOR CLARITY DETAIL 5 TYPICAL GABLE NEW MR-24 ROOF PANEL `NEW STAINLESS STEEL INTERIOR_ GUTTER r—EXISTING INTERIOR GUTTER DETAIL 7 INTERIOR GUTTER DETAIL 6 TYPICAL RIDGE SPACER CLIP RIDGE (700066) A LOCKRNET (096306) FIELD DRILL 5/16 HOLE 1 —0" .(GREEN S LO AATISON' ONLY FOR GREEN SCRUBOLT (097196) 2'-0' EXISTING PURLIN DETAIL 6 ALT. (EXISTING RIDGE PURLIN 2'-0" FROM 0 ROOF RIDGE OPENING SLOPE DIMENSIONS A B 1/4 12 3 3/4 7 1/2 1/2 12 3 11/16 7 3/8 1 12 3 9/16 7 1/8 1 1/2 : 12 3 7/16 6 7/8 2 : 12 3 5/16 6 5/8 2 1/2 : 12 3 1/4 6 3/8 3 : 12 3 1/8 6 1/8 3 1/2 : 12 3 1 /16 5 7/8 4 : 12 3 5 5/8 SINGLE SLOPE BUILDINGS 1. ALIGN END OF GABLE TRIM AND WALL ADAPTER WITH END OF ROOF PANEL. 2. INSTALL BUTLER NAME PLATE 630393) AT MID SLOPE WITH (2) 1/4-14X3/4 T-30 TORX SDS (097364). ALIGN END OF GABLE TRIM AND WALL ADAPTER WITH END OF ROOF PANEL. FIELD WORK WALL ADAPTER TO ATTACH TO CORNER TRIMS. GABLE TRIM & WALL ADAPTER -GENERAL BUILDING JGL UIV11111YV 1 VO 1LYJ rVf� "RIDGE END COVER INSTALLATION" GABLE TRIM & WALL ADAPTER AT RIDGE PARTS SCHEDULE WALL ADAPTER GABLE TRIM LEFT SLOPE RIGHT SLOPE WALL PANEL PART NUMBER LENGTH LENGTH PART NO. I PART NO. NON-BMC WALL (SEE DWG. 1081259) 630310 BUTLERIB II, SHADOWALL, 630312 STYLWALL II FLAT & FLUTED, THERMAWALL & TEXTUREWALL (2"). 10'-4 1/2" 630308 630309 20'-6 7/8" THERMAWALL & TEXTUREWALL (2-1/2" & 3") OPEN ENDWALL 630313 OVERHANG & CANOPY THERMAWALL & TEXTUREWALL (4") 630314 GABLE TRIM AND WALL ADAPTERS FURNISHED TO LENGTH SHOWN IN PARTS SCHEDULE. FIELD CUT TO LENGTH REQUIRED. (2) 1 4-14X3/4 T-30 TORX 3SDS 097364) NOTCH BOTTOM PORTION OF CORNER TRIM AS REQUIRED TO CLEAR WALL PANEL CORNER. WALL CORNER TRIM GABLE TRIM AND WALL ADAPTER SLIPS OVER AND AROUND CORNER TRIM. GABLE TRIM TO CORNER TRIM ATTACH WALL ADAPTER WITH 1/4-14X3/4 T-30 TORX SDS (097364) 2 -0" O.C. DOWN SLOPE WALL ADAPTER FASTENER GROOVE DOUBLE SLOPE BUILDINGS DOWN SLOPE GABLE TRIM - UP SLOPE ENDS OF GABLE TRIM ARE NOTCHED. AND SWEDGED.� UP SLOPE WALL ADAPTER - WALL ADAPTER SPLICE �AP 2 GABLE TRIM (SEE SCHEDULE) 1/4-14X3/4 T-30 TORX SDS (097364) 2'-0" O.C. WALL ADAPTER (SEE SCHEDULE) UP SLOPE / WALL PANEL GABLE TRIM SECURE GABLE TRIM 1/4 SPLICE14 3/4 T2130 TORX SDS (097364) 1J, r I I SLIP UP SLOPE GABLE TRIM OVER DOWN SLOPE GABLE TRIM. GABLE TRIM SPLICE GABLE TRIM & WALL ADAPTER SPLICE GABLE TRIM & WALL ADAPTER ASSEMBLY ERECTION SEQUENCE: 1. SNAP CHALK LINE ON FACE OF WALL PANEL AT 5" DIMENSION SHOWN ABOVE. 2. ATTACH WALL ADAPTER TO WALL PANEL, ALIGNING HORIZONTAL LEG WITH CHALK LINE. LOCATE TORX FASTENERS AT FASTENER GROOVE IN WALL ADAPTER. 3.ENGAGE GABLE TRIM CORRUGATION TO ROOF PANEL CORRUGATION. ENGAGE LOWER LEG OF GABLE TRIM INTO WALLADAPTER. USING HAND PRESSURE, SNAP GABLE TRIM INTO WALL ADAPTER. VISUALLY CHECK TO ASSURE GABLE TRIM IS FULLY ENGAGED INTO WALL ADAPTER. 4. SEAM GABLE TRIM TO ROOF PANEL. NOTES: 1. BUILDINGS WITH WIDTH EXTENSION AND CANOPY TRANSITION THAT IMPOSES SLOPE CHANGE, FIELD MITER GABLE TRIM AND ADAPTER FOR SMOOTH 'FIT UP. 2. SEE DRAWING 1081243 FOR END RIDGE COVER INSTALLATION. MR-24 ERECTION DRAWING INDEX Cond. Drawing Title Dwg. No. Cond. Drawing Title Dwg. No. Cond. Drawing Title Dwg. No. 11 Cond.1 I Drawing Title Dwg. No. General Erection Drawing B-000001 Conductor Pipe Installation C-105224 Panel Closure Installation 8-103247 IDets. for Attaching Struct. to Existing Roof B-1080936 Width Addition To Existing Bildings B-1080188 Conductor Pipe Installation C-105225 Panel Closure Installation C-105634 Slope Build. —Up System (Layout & Inst. Procedures 8-1081086 Roof Panel Identification B-1080570 Conductor Pipe Detail C-105228 Ridge Transition Inside Corner C-105816 lope Build —Up System (Inst. Procedures) B-1081087 Trim Clip, Lockseam Tab & Panel Clip Adapter B-1080572 High Eve Comer Trim Installment C-105783 Blanket Insulation & Int. Ridge Trim B-1080573 lope Build —Up System With Base Clips B-1081088 Spacer Block Installation Panel Installation B-1080574 B-1080575 High Sidewall Eave Trim C-107332 Contour Gable Trim Details C-107333 Ridge Installation Ride End Cover Install n 9 B-1080578 Slope Build —Up System ( Parallel Base Z—Purlins B-1080579 Slope Build —Up System (Perp. Base Z—Purlins) B-1081089 8-1081090 Panel Clip Installation B-1080576 ° Wide Contour Gutter, Assembly & Component D-1080082 = Hip Ridge (Panel Preparation) B-1080786 Islope Build —Up System (Details) B-1081091 End Lap Splice B-1080577 ` 0 o Wide Contour Gutter, Comer Trim & Collector Box D-1080083 0+ Hip Ridge (Parts Installation) B-1080787 Islope Build —Up System (Details) B-1081092 2 ,2 Hand Seamer Instructions B-1080600 ° v Wide Contour Gutter (Sealant & Support Channel) B-1080087 Hip Ridge (Details) D-1080788 lope Build —Up System (Details) B-1081093 w o Layout, Squaring, Erection Steps for Bar Joist D-1080796 c w w 0Wide Contour Gutter (Installation w/o Weatherseal) 8-1080088 lope Build —Up System (Bracing Charts) B-1081094 . Paneling on Bar Joist (Details) D-1080797 Wide Contour Gutter (With Weatherseal) B-1080089 Slope Build —Up System (Ver. Support Load Charts) B-1081095 Bar Joist Punch Operations D-1080798 Wide Contour Gutter (Inside Corner) B-1080090 Slope Build' Up Sys. (Z—Purlin Load Charts) 8-1081096 Mastic Application (Panel Splice) B-1080847 Wide Contour Gutter. (Conductor Pipe Inst.&Dets) D-1080091 mo n V)� P P Y to a Build—u S s. Z—Purlin Connection Charts 8-1081097 Variable Width Panels B-1080876 Weatherseal For Local Trim B-1080377 Bird Stop Installation— Contour Gable Trim C-104542 Slope Build—up Sys.(Upper Spanning Member) B-1081098 Roof Without Ridge B-1080877 High Eave Panel Closure (Local Trim) D-1080378 Soffit trim Details— Contour Trim c C-104544 Low Profile MR-24 (Over Existing Metal Roof) B-1081105 General Panel Handling & Storage B-1080878 Drip Angle Installation B-1080720 0 ° Contour Gable Trim Sections B-104707 MR-24 Roof Inst. (Over Existing Metal Roof) B-1081106 Corrugation End Deflector B-10809.18 HS Eave Clip & Panel Clip Regm't B-1080789 w 0 Contour Gable Trim (Overhang) C-104708 MR-24 Roof Inst.(Over Existing Metal Roof Details) B-1081107 Roof Structurals (Roof Panel Calculations) B-1080947 Weatherseal For Local Trim D-1080802 Gable Trim & Gable Trim Trans. B-1080580 Low Profile MOM (Layout, Squaring, & Drilling ) B-1081145 Roof Panel Calculator B-1080949 Low Profile MOM (Spacer & Roof Clip Details) B-1081146 Roof Trans.— Endwall to Sidewall (Plan & Sec.) C-105807 Law Profile MOM (Clip, Eave Angle & MR-24 Inst.) B-1081147 Roof Trans.— Endwall to Sidewall (Outside Comer) C-105808 Low Profile MOM (Roof System Details) B-1081148 Gutter Assembly C-103223 Roof Trans. EW to SW Ridge Cover C-105809 Interior Valley Gutter —.General (Location, Assembly) C-103442 High Profile MOM (Layout, Squaring, & Drilling ) B-108.1149 Gutter Assembly Step 2 D-103224 Flexible Seal (Stepped Roof Or Roof to Wall) B-1080156 Interior Valley Gutter (Paneling And Flashing) C-103444 High Profile MOM (Details) B-1081150 Collector Box Installation —Contour Gutter C-103225 Support Angle Installation (Stepped Roof) B-1080162 Multiple Gutter Installation C-105523 High Profile MOM (Sprig. MBR & Roof PNL inst.) B-1081151 Gutter Support Installation C-103226 Support Angle Flashing (Stepped Roof) B-1080163 Multiple Gutter Stop Flashing C-105525 High Profile MOM (Roof System Details) B-1081152 Gutter Installation B-103227 o End Cover (Roof to Wall w/ Support Angle) B-1080165 Multiple Gutter Contour Gable Trim C-105526 Gutter Trim Installation C-103228 ~ = o Flashing (Roof to Wall w/ Support Angle) D-1080170 Multiple Gutter Expansion Joint C-105533 a Inside Corner Trim Installation C-103230 3 Roof to Wall Transition B-1080174 Multiple Gutter (Special Applications) D-105534 4 E F o o Conductor Pipe Installation C-103231 n Parallel Transition Installation D-1080180 �� 2 Interior Eave Gutter C-105695 Gutter Expansion Joint C-103315 a �W '9 Parallel Transition Installation (Uninsulated Purlin) B-1080181 2 d c Interior Eave Gutter (Expansion Joint ( P ) C-105696 3 w w c0i 0s0 U 6 Drip Angle Assembly Drip Angle Installation C-103317 B-103318 Ridge to Wall Transition B-1080183 End Cover Installation D-1080191 Weld Procedure For Stainless Steel Gutters Collector Box & Screen A-105846 C-107134 Contour Gutter & Eave Trim Corner Cap Inst. B-104549 Structural Details (Stepped Roof) C-1080269 Interior Gutter Installation (Roof To Wall) D-1080189 Contour Gutter Sections C-104552 Endwall .Counterflashing (Double Slope) D-1080324 Valley Flashing (Panel Preparation) D-1080783 Contour Gutter (Section— Sidewall Overhang) C-104554 Endwall Counterflashing Inst.(Single Slope) D-1080325 Valley Flashing (Part installation) D-1080784 Eave Closure Installation C-105019 Support Angle Installation (Roof to Wall) D-1080591 Valley Flashing (Details) D-1080785 7 8 Contour Eave Trim Installation B-105137 Wall Panel Calculator (Roof to Wall Transition D-1080818 5 2 �- E77 4,� GENERAL ROOF PLAN MR-24 ROOF PARALLEL PERPENDICULAR t GENERAL COND. 2 EAVE CONDITIONS 3 ROOF TO WALL 4 RIDGE/HIP 5 ENDWALL COND. 6 VALLEY / INT.GUTTER 7 SBU/ MOM STEPPED ROOF TRANS. CONDITIONS 8 ACCESSORIES MR-24 ERECTION DRAWING INDEX ROOF W� THIS PRINT SUBJECT TO CHANGE MR-24 WITHOUT NOTICE 1 OF 2 GROUP Cr c � FOR BUILDING ERECTION ALWAYS � USE THE PRINTS ah DRNNNG NUMBER REV. BUTLER Z F-- !n o 3m m GROUP DRANiNG NUMBER NEy ` .e RECEIVED WITH THE BUILDING SHIPMENT. 08/01/96 a MANUFACTURING _L o 02-030-05 B 1081 169 00 for Des,gn do Fabncotion COMPANY 02 030-OS g 1081169 00 APPLY A 5/16"0 BEAD OF GUN GRADE SEALANT (016688) BETWEEN INSIDE CORNER TRIM AND GABLE TRIM & GUTTER AS SHOWN DO NOT INSTALL PANEL STRAP OR FASTENERS UNTIL INSIDE FIELD DRILL 9/64.0 HOLES COFORNER TRIM IS INSTALLED. AND INSTALL BLIND RIVETS ( EL FOR WIDESPAN WITHOUTQSTRAP NOT UIRED (121PER(NSIDE) CORNER TRIM)ALU.) I \\ \ WEATHERSEAL PROTECTION.) L - GUTTER STEP STEP II 0 V-19 0 11 E, 1--INSIDE CORNER TRIM O(630045 SHOWN) (REV.630044) 1PUSH ON OVER GUTTER WITH TOP SURFACE OF TRIM BETWEEN GUTTER AND ROOF SHEET. 02 SLIDE TRIM UNTIL IT BUTTS UP AGAINST GABLE TRIM. GABLE TRIM 5/16"0 SEAL.... , CORNER (630043) CONTOUR CUTTER CUT TO CLEAR PANEL FIELD DRILL 9/6 HOLES FOR (16) RIVETS (SEE NO1 NOTE : BLIND RIVET 097124 FOR LAVA TRIM BLIND RIVET 096884 FOR ALL OTHER COLOR TRIM SCRUBOLT (097104) (1 1/4" LONG)(6"O.C.) EAVE PANEL �i PANEL STRAP (560004) i b SCRUBOLT 097264 (2 3/4" LONG)(2'-0" O.C.) CLOSURE (560348) (2'-0" O.C.) INSTALL I APPLY 1 2 0 BEAD PANLASTIC (025392 OVER CLOSURE ON EAVE TRIM BEFORE ff' ATTACHING TO ROOF PANEL L `1 PANLASTIC (027893) TRIM DRIP EAVE TRIM TYPICAL EAVE TRIM INSTALLATION I CLOSURES 7^. _1 v EAVE PANEL TRIM DRIP (018320) I (6'-0" LENGTH) G BLIND RIVET SEE DETAIL - A 0.-0" O.C.) EAVE TRIM SSEE SCHEDULE) �� STRUT (12'-6 COVERAGE) 1/4"X3/4" T-30 TORX SDS (097364) (2'-0" O.C.) Ll OPTIONAL WALL CLOSURE. WALL WIDTH SEE DRAWING 105098 VARIES SECTION THRU EAVE ' TRIM DIMENSION IS 8" FOR THERMAWALL (4") OR TEXTUREWALL (4") WALL PANEL WITH A 3:12 OR GREATER ROOF SLOPE. REFER TO DRAWING 107472 FOR ADDITIONAL INFORMATION. FASTENER SCHEDULE CODE DESCRIPTION DRILL SIZE NOTE 1 BLIND RIVET 9 640 097196 SCRUBOLT 5 16"0 097086 #10 x 3 4 TAP SCREW - BLACK 5/32"0 WALL PANEL EAVE TRIM BUTYL TAPE (043576) CONTINUOUS j (BY PANEL SUPPLIER) FLUTE PLUG (043577) 1 (BY PANEL SUPPLIER) SEE NOTE 1 THERMAWALL FLUTED ONLY DETAIL - A NOTE 1: BLACK BLIND RIVET 097124 FURNISHED FOR LAVA TRIM. PLAIN ALUM. BLIND RIVET 096884 FOR UNPAINTED OR OTHER COLORS. AT FIRST MAJOR CORRUGATION USE 1/16" TO 1/8" THICK SCRAP MATERIAL PANLASTIC FOR BACK-UP STRAP (027893) (12'-6" COVERAGE) EAVE TRIM - ---------------- I� 5/16"0 BEAD OF GRAY SEALANT .(016688) 2-LAP DIRECTION OF ERECTION ENDWALL 7' PLAN OF EAVE TRIM IMPORTANT NOTE STANDARD ROOF SLOPES ARE: 1 /4:12.1 /2:12,1:12,2:12,&4:12. ALL OTHER SLOPES MAY REQUIRE MINOR FIELD ADAPTATION OF MATERIAL PROVIDED BY BUTLER MANUFACTURING CO. I EAVE PANEL TRIM DRIP (018320) I (6'-0" LENGTH) � J CRUBOLT (3'-0" O.C.) BLIND RIVET) 1/4"X3/4" T-30 TORX SDS (1'-0" O.C.) (097364) (2'-0" O.C.) J EAVE STRUT EAVE TRIM (SEE CHART) SEE DETAIL - A . SOFFIT TRIM 1 `#10 x 3/4" TAP SCREW 8" EAVE STRUT 640333 (5'-0" O.C.) 9 1/2 & 11 EAVE STRUTS 640334 (MAY VARY WITH CMR-24) SECTION THRU OPEN SIDEWALL EAVE TRIM SCHEDULE WALL SYSTEM PART NUMBER 1 /4:12 THRU 1-3 4:12 1-3/4:12 THRU 3-1 4:12 3-1 /4:12 THRU 4:1 BUTLERIS SHADOWALL .630272 630273 630275 THERMAWALL & TEXTUREWALL (2-1/2" & 3") OPEN SIDEWALL 630273 630274 630276 THERMAWALL & TEXTUREWALL (2") 630272 630273 630275 OVERHANG 630272 630272 630272 STYLWALL 630272 630273 630275 THERMAWALL & TEXTUREWALL (4") 630274 630274 630276 CANOPY 630272 NONE NONE SLOPES GREATER THAN 1:12: FOR WALL SYSTEMS NOT BY B.M.C. BUTLERIB II EAVE TRIM WILL BE PROVIDED � EAVE TRIM FIELD DRILL 9/64"0 HOLES INSTALL 9 BLIND RVETS TYPICAL SPLICE NOTES: 1. FIELD CUT ADHESIVE FOAM STRIP & INSTALLAT EACH PANEL FLUTE. INSTALL BUTYL TAPE (1/8 X 1" X 40') OVER FLUTE PLUG. INSTALLATION SEQUENCE 1. APPLY PANLASTIC ALONG BACK EDGE OF TRIM AND ATTACH CLOSURES AS SHOWN ABOVE. LEAVE THE 1/8" x 1" PANLASTIC 1" LONGER THAN EAVE TRIM FOR SPLICING. 2. TRIM DRIP CAN BE RIVETED TO EAVE TRIM BEFORE OR AFTER INSTALLING EAVE TRIM TO ROOF. 3. PLACE EAVE TRIM ASSEMBLY UNDER EDGE OF ROOF PANELS. ATTACH WITH SCRUBOLTS AS SHOWN STARTING FROM CORNER. DO NOT SKIP FASTENERS, INSTALL IN SEQUENCE. LEAVE LAST THREE FASTENERS OUT UNTIL NEXT TRIM PIECE IS INSTALLED. 4. APPLY SEALANT (016688) ON OPEN END OF INSTALLED TRIM FOR SPLICING NEXT TRIM PIECE. 5. DRILL HOLES FOR SPLICE AS SHOWN AND INSTALL (9) BLIND RIVETS. 6. CUT LAST TRIM PIECE TO LENGTH AND INSTALL CORNER (630043) TO TRIM BEFORE APPLYING SEALANT AND CLOSURES. IEL =L STEP I EAVE TRIM DO NOT INSTALL PANEL STRAP OR FASTENERS UNTIL INSIDE CORNER TRIM IS INSTALLED. (PANEL STRAP NOT REQUIRED FOR WIDESPAN WITHOUT STEP II APPLY A 5/16"0 BEAD OF GUN GRADE SEALANT (016688) BETWEEN INSIDE CORNER TRIM AND GABLE TRIM & EAVE TRIM AS SHOWN U SLIDE TRIM UNTIL IT BUTTS UP AGAINST GABLE TRIM. 4"0 HOLES 4D RIVETS OR 096884 (ALU.) CORNER TRIM) 11-s/16" 630310 VARIABLE WALL ADAPTER THE VARIABLE WALL ADAPTER IS FURNISHED AS SHOWN ABOVE AND 10. 4-1/2" LONG. IT IS INTENDED FOR USE ON CUSTOMER SPECIFIC JOB SITE CONDITIONS, IE, NON-BMC WALLS, MASONRY, ETC. FIELD BREAKING OF PART IS REQUIRED AS SHOWN BELOW. EXCESS 3/16" HEM--,), 1-1/2" i 4-1/2" MINUS WALL THICKNESS SCRAP TYPICAL SECTION FIELD BREAK DETAIL SEE "TYPICAL SECTION" BLANKET INSULATION INSTALL OVER ROOF STRUCTURALS THEN INSTALL EW TRANSITION SUPPORT ANGLE FOR EAVE INSULATION INSTALLATION (SEE DETAIL DRAWING 1050759) 0 STEP 1 INSULATION INSTALLATION w/ or w/o INSULATION BLOCKS L-(•) THIS DIMENSION MAY VARY, SEE SPECIFIC ERECTION DRAWING. TRANSITION SUPPORT V UtLIA JUIJI or TRUSS PURUN BETWEEN DETAIL 'B" OP CHORDS d . w EXTEND TRANSITION SUPPORT ( ANGLE TO CORNER OR RIDGE. �•' r� (FIELD CUT AS REQUIRED) OTHER SIDE OF RIDGE or SCRAP i a:, - p-51 I I TRANSITION SUPPORT ANGLE �j • (630563) a • d,o� o y oQ4.. OFOW IFOW • DELTA JOIST (SHOWN) or TRUSS PURUN (TYPICAL AS (OPTION 2) • NOTED — SEE SPECIFIC BUILDING ROOF FRAMING PLAN) INTERIOR ° INSTALL (2) SELF —DRILLING SCREWS (097405) GUTTER AT EACH TOP CHORD (TYPICAL) (OPTION 1) I (OPTION 1) LOCATE END OF FIRST TRANSITION SUPPORT ANGLE AT EXTERIOR . 9 12'-6't FROM INSIDE FACE OF WALL AT TOP CHORD do FIELD GUTTER ' 3"(•, CUT OUTSIDE END AT OUTSIDE FACE OF WALL t. (OPTION 2) START AT FIRST TOP CHORD FROM EAVE IF INTERIOR PARAPET GUTTER IS PRESENT. EAVE ROOF TRIM PANEL CONDITION w/ OR w/o INSULATION SPACER BLOCKS — SEE EW ROOF TRIM PANEL INSTALLATION DRAWING 1081413 • STEP 2 INSULATION BETWEEN WALL do TRANSITION SUPPORT ANGLE — INSULATION BETWEEN WALL do TRANSITION SUPPORT ANGLE — SCRAP OFO'p SCRAP TRANSITION SUPPORT ANGLE INSTALLATION w/ or w/o INSULATION BLOCKS (INSULATION NOT SHOWN FOR CLARIFICATION OF STRUCTURALS) -DO N07 ATTACH TRANSITION SUPPORT ANGLE TO ROOF SUPPORT ANGLE (•) THIS DIMENSION MAY VARY, SEE SPECIFIC ERECTION DRAWING. 3/ IMPORTANT NOTE: sP v FOR INSULATION REQUIREMENTS BETWEEN WALL k TRANSITION SUPPORT ANGLE. / I SEE DETAIL 'X" BELOW INSULATION BETWEEN WALL & ON UPPER TRANSITION SUPPORT ANGLE SUPPORT ANGLE SCREW (097405) / DELTA JOIST \\ p\ TOP CHORD LOWER TRANSmO yam �r SUPPORT ANGLE DETAIL "A" SPLICE 0 DELTA JOIST (TRANSITION SUPPORT ANGLE CONNECTION) -�` UPPER TRANSITION I / / SUPPORT ANGLE SELF—DRIWNG SCREW (097405) TRUSS PURUN 1, TOP CHORD LOWER TRANSITION SUPPORT ANGLE DETAIL "A" SPLICE .0 TRUSS PURLIN (TRANSITION SUPPORT ANGLE CONNECTION) 1 ,� UPPER TRANSITION SUPPORT ANGLE SELF —DRILLING SCREW (097405) ' INSTALL IN THE HORZ. LEG do VERTICAL LEG OF ROOF / SUPPORT ANGLE x LOWER TRANSITION �s SUPPORT ANGLE °' x DETAIL "B" SPLICE BETWEEN TOP CHORDS (TRANSITION SUPPORT ANGLE CONNECTION) ERECTION SEQUENCE FOR TRANSITION PANEL & FLASHING INSTALLATION SEE DWGS. 1081532 do 1081537. • 1. INSTALL BLANKET INSULATION OVER STRUCTUALS AS REQUIRED. SEE DETAIL "X" FOR INSTALLATION NOTES do STEP 1 FOR INFORMATION. STEP 2 • 1. FIELD CUT TRANSITION SUPPORT ANGLE (630563) AT OFOW do FOR INSULATED CONDITION AS REQUIRED (SEE CUTTING DETAIL FOR DIMENSIONS). • 2. ATTACH TRANSITION SUPPORT ANGLE AT JOIST TOP CHORD (DETAIL "A" — DELTA JOIST OR TRUSS PURUN) • 3. PROGRESSIVELY INSTALL TRANSITION SUPPORT ANGLE TO UPPER CORNER OR RIDGE (FIELD CUT AT CORNER OR RIDGE AS REQUIRED) FASTENER LEGEND: • SELF—DRIWNG SCREW (097405) SYMBOL NOTES: Q OFOW = OUTSIDE FACE OF WALL a = CENTER UNE IFOW = INSIDE FACE OF WALL EAVE TRANSITION SUPPORT EXTEND 30" OF BLANKET INSULATION CONTINUOUS UNDER ANGLE FIELD NOTCH 1 1/2' TRANSITION SUPPORT ANGLE (WITH FACING TO THE OUTSIDE) VERTICAL do 3' HORZ. SCRAP EAVE TRANSITION TO FILL VOID BETWEEN WALL do TRANSITION SUPPORT ANGLE. (SEE CUTTING DETAIL BELOW) SUPPORT ANGLE THICKNESS OF INSULATION MAY HAVE TO BE REDUCED OVER (SEE CUTTING ATTACH PROPERRALSLYS TO ALLOW SUPPORT ANGLE TO DETAIL BELOW) EAVE ROOF SUPPORT ANGLE NOTE: TRANSITION SUPPORT ANGLE PLACE UPPER END ON THE EAVE ANGLE THAT ALLOWS MINIMUM FIELD CUT AT EAVE. f _ � LOWER EAVE TRANSITION SCRAP r�y SUPPORT ANGLE INSULATED CUTTING DETAIL (EAVE END OF TRANSITION SUPPORT ANGLE WEB INSULATED SPACER BLOCKS) 02-021-04� B 1081412 02 1 111 f-, EAVE ROOF SUPPORT ANGLE LOWER EAVE TRANSITION SUPPORT ANGLE UNINSULATED CUTTING DETAIL (EAVE END OF TRANSITION SUPPORT ANGLE WITHOUT INSULATED SPACER BLOCKS) THIS PRINT SUBJECT TO CHANGE WITHOUT NOTICE FOR BUILDING ERECTION ALWAYS USE THE PRINTS RECEIVED WITH THE BUILDING SHIPMENT. SUPPORT ANGLE SELF-DRILUNG SCREW (097405) ATTACH TO*ROOF MEMBER TOP CHORD 1 ` DELTA JOIST I (SHOWN) OR LEDGER TRUSS PURUN ' ANGLE 2" ' THIS DIMENSION MAY VARY, SEE SPECIFIC ERECTION DRAWINGS IFOW DETAIL "X" INSULATION INSTALLATION AT PARALLEL ROOF TO WALL TRANSITION 0 PARAPET WALL MR-24 III PARALLEL TRANS. SUPPORT ANGLE ROOF � INSTALLATION — GENERAL INFORMATION BUTLER jj[_j0jj/Ll 0/03 MAN(RZ COMPANY OMPFN RING 0`2R woz1-04 B 10 81412 02 MASONRY ANCHOR 1'-0' O.C. (NOT BY BMC) �» COUNTER FLASHING (SHORT OR TALL) TRANSITION SUPPORT ANGLE (2) SELF-DRIWNG SCREWS (097274) AT CUP FLASHING SUPPORT CUP ' .I (560741) 4'-0' O.C. •.a AT TRANSITION PANEL (W OR W/O CORR.) DELTA JOIST OR TRUSS PURUN LEDGER . I ANGLE . EXTERIOR GUTTER PANEL & CORNER TRIM �♦ IFOW CORRUGATION BUILDING KEY PARALLEL TRANSITION PANEL ® PARAPET WALL d 3 00 Ak t 0; GOP /. 14 a e YOFpV1 4 4 et, „ TRANSITION SUPPORT - < . •1 0 / ANGLE (630563) 14 a F I e •I 6 FLASHING SUPPORT • . '4- 1 I I CUP (560741) 01 FLASHING SUPPORT (560741)— TRANSITION Fog- SUPPORT dsPlJ�S �� I ANGLE BACK-UP SPLICE / it PLATE (630564), ERECTION NOTE: FIELD WORK PARALLEL TRANSITION PANEL AT RIDGE, SEE DWG. 1081436 & HIGH SIDE PERPENDICULAR,. SEE DWG. 1081437. ERECTION NOTE: FIELD WORK PANEL STRAP (560008) & PANEL CLOSURE (560155) TO FIT PARALLEL TRANSITION PANEL INSTALL AFTER FLASHING IS IN PLACE, SEE DRAWING 1080578 FOR RIDGE ASSEMBLY. qv 1/8' x 1' TAPE PANLASTIC (027893) AT BOTTOM OF PANEL CLOSURE PARALLEL TRANSITION PANEL ` SPLICE FO A ABOVE STEP 3 SEE DETAIL 2A -ABOVE Gae ERECTION NOTP. �•c. , ee d- BUILDER TO CLOSE QFF END OF PARALLEL TRAM TTTON PANEL TO WALL WITH COI�NTER FLASHING: I. la ' �. 1 ERECTION NOTE: I I (2) SELF-DRIWNG FIELD NOTCH VERTICAL LEG OF / SCREWS (097274)��\ PARALLEL TRANSITION PANEL AT OUTSIDE FACE OF WALL TO (TYPICAL) END OF PANEL FOR EXTERIOR GUTTER CONDITION ONLY• I e� I x TOP OF SIDEWALL K ROOF SUPPORT AT EAVE ANGLE Lam` II G�?�\` 1N IFS �• I T . `JL V l• C -4 ERECTION NOTSTEP 1 E: V"i'_ I ALIGN PARALLEL TRANSITION PANEL WITH ROOF 4 PANEL FOR EXTERIOR GUTTER (GENERAL INFO.) PARALLEL TRANSITION PANEL & SEE DRAWING 1080769. FLASHING SUPPORT CLIP AT EAVE PARALLEL TRANSITION PANEL & FLASHING SUPPORT CLIP AT RIDGE ERECTION NOTE: FIELD WORK SPLICE PLATE (560100) & PANEL STRAP (560101) TO FIT PARALLEL FLASHING PANEL INSTALL WITH FLANGE NUTS (097190) SEE DRAWING 1081532 FOR SPUCE ASSEMBLY. STEP 2 PARALLEL TRANSITION PANEL & FLASHING SUPPORT CLIP AT SPLICE JOIST (SHOWN) or PURUN (AT PANEL SPUCE) FIELD DRILL 5/16.0 HOLES IN ROOF SUPPORT ANGLE FOR S.S. SCRUBOLT (095984) FOR ROOF PANEL AT SAVE. 02-021-0411 B 1081413 03 11 111 1-r I I I I I / I / / TUBE PANLASTIC (025392) (CONTINUOUS VERTICAL BETWEEN PANEL SPLICE) TRANSITION SPUCE STRAP (630566) TPAFLANGE N( INSTALL AFTER NLASTICISINSTALLED BETWEEN PARALLEL TRANSITION PANEL SPUCE & CLAMP TOGETHER -> WITH BACK-UP SPLICE PLATE (630564) (F.S.) & TRANSITION SPLICE STRAP (630566) (N.S.) UPPER PARALLEL / TRANSITION PANEL LOWER PARALLEL TRANSITION PANEL DETAIL 2A PARALLEL TRANSITION PANEL AT SPLICE NOTE: SIMILAR AT INTERIOR GUTTER AT SAVE ERECTION NOTE: SLIDE FLASHING SUPPORT CUP (560741) ON END OF PARALLEL TRANSITION PANEL UP 4'-0' ON CENTERS 0. ISMON PANEL FLASHING SUPPORT CLIP TO PARALLEL TRANSITION PANEL GENERAL NOTES: FOR TRANSITION PANEL PART NUMBERS AND FIELD WORK SPLICE DETAILS, SEE DRAWING 1081532. ERECTION SEQUENCE SEE 1081412 DRAWING FOR TRANSITION SUPPORT ANGLE INSTALLATION 1. FIELD CUT THE STARTING EAVE TRANSITION PANEL TO ALIGN WITH ADJACENT ROOF PANEL WITH SPLICE OCCURING DIRECTLY OVER THE STRUCTURAL TOP CHORD. 2. SUDE FLASHING SUPPORT CUP (560741) ON END OF PARALLEL TRANSITION PANEL LIP 4' ON CENTERS BEFORE INSTALUNG NEXT SPUCE. 3. PREPARE SPLICE FOR UPPER PARALLEL TRANSITION PANEL. SEE STANDARD PLANOGRAPH DRAWINGS 1080577 AND 1080847 FOR SIMILAR CONDITIONS. 4. WORKING FROM THE EAVE UPSLOPE, LAP (6") THE NEXT LENGTH OF TRANSITION PANEL AND THEN REPEAT THE SPUCE AND PROCEDURE UNTIL YOU REACH THE TOP (RIDGE OR HIGHSIDE CONDITION). 5. INSTALL PANEL SPLICE PLATES AND NUTS TO SPLICE, BOTH HORIZONTAL AND VERTICAL. 6. SEAM TOGETHER THE ADJACENT MR-24 ROOF PANEL AND PARALLEL TRANSITION PANEL. 7. INSTALL RIDGE END COVER OR HIGHSIDE CONDITION AS REQUIRED. THIS PRINT SUBJECT TO CHANGE WITHOUT NOTICE FOR BUILDING ERECTION ALWAYS USE THE PRINTS RECEIVED WITH THE BUILDING SHIPMENT. ROOF II PARALLEL TRANS. PANEL INSTALL. GENERAL INFORMATION BUTLER 06/10/03 �.. C= Gi GCONPNY RING 0mom 021-04 B 1081413 03 1' 'THING PORT f O.C. "X3/4-/ )97274) .C. SUPPORT CLIP TYP. DETAIL BUILDING KEY (SHORT) TRANSITION PANEL CHART PART W/ OR W/O CORRUGATION WIDTH MALE OR FEMALE SEAM LT OR RT HANDED PANEL 630514 W/o 6" MALE LEFT 630515 W/o 9" MALE LEFT 630516 W/o 12" MALE LEFT 630517 W/o 6" MALE RIGHT 630518 W/o 9" MALE RIGHT 630519 W/o 12" MALE RIGHT 630520 W/o 6" FEMALE LEFT 630521 W/o 9" FEMALE LEFT 630522 W/o 12" FEMALE LEFT 630523 W/o 6" FEMALE RIGHT 630524 W 0 9" FEMALE RIGHT 630525 W 0 12" FEMALE RIGHT 630538 W 6" MALE LEFT 630539 W 9" MALE LEFT 630540 W 12" MALE LEFT 630541 W 6" MALE RIGHT . 630542 W 9" MALE RIGHT 630543 W 12" MALE RIGHT 630544 W 6' FEMALE LEFT 630545 W 9" FEMALE LEFT 630546 W 12" FEMALE LEFT 630547 W 6" FEMALE RIGHT 630548 W 9" FEMALE 'RIGHT 630549 W 12" FEMALE RIGHT ' RIGHT HANDED REPRESENT STANDARD MR-24 PANELS (ERECTION DIRECTION RIGHT TO LEFT). LEFT HANDED PANEL PROVIDE FOR LEFT TO RIGHT INSTALLATION. 1-\'_ __/ MALE FEMALE w RIGHT HANDED o o: - — - — - — - — - — - -- RIGHT HANDED w LEFT HANDED o - - - - - - - - - - - -� RIGHT HANDED HANDED PANEL KEY PLAN FLASHING SUPPORT CLIP (560741) 4'-0" O.C.-, WALL PANEL COUNTER 1 FLASHING /10' LONG 630562 SHORT 630581 TALL) OR TRANSITION SUPPORT ANGLE 10' NOM. LENGTH PARALLEL WALL WIDTH WIDTH 6", 9" OR 12" , FIELD FORM 6", 9" OR 12" , COUNTER FLASHING ° S630562 HORT). (630581 TALL) OPTIONAL TRANSITION OPTIONAL TRANSITION PANEL W/CORRUGATION PANEL W/CORRUGATION SEE CHART FOR OR (SEE CHART FOR TRANS ON PANELS). .- TRANSITION PANELS) f INSULATION INSULATION MASONRY OR IN —PLACE WALL SECTION —A THRU PARALLEL TRANSITION — -UNINSULATED PURLIN 1/4" S.D.S. (097274) \ � M M 1 I � rn TOP TOP OF OF PURLINJ PURLIN UN —INSULATED PURLIN SECTION B FIELD CUT CORRUGATION CLOSURE / FIELD CUT TRANSITION AND DRILL AT EAVE PANEL W/ CORRUGATION TRANSITION PANEL (W/O CORRUGATION TRANSITION SHOWN) SUPPORT ANGLE-\ i EAVE STRUT 7/4" S:D.S. (097274) INSULATED PURLIN Z-PURLIN (SHOWN) TRANSITION PANEL INSTALLATION WALL WIDTH FIELD FORM WIDTH PANEL 6 9" OR 12 COUNTER 6", 9" OR 12" FLASHING S630562 HO T), <630581 COUNTER TALL) FLASHING 10' LONG 630562 SHORT) OPTIONAL TRANSITION • ° OPTIONAL TRANSITION 630581 TALL) PANEL W/CORRUGATION OR PANEL W/CORRUGATION (SEE CHAT FOR (SEE CHART FOR OR TRANSITION PANELS) TRANSITION PANELS) INSULATION INSULATION TRANSITION SUPPORT ANGLE 10' NOM. LENGTH PARALLEL WALL MASONRY OR IN —PLACE WALL SECTION —A THRU PARALLEL TRANSITION — INSULATED PURLIN WALL SPLICE PLATE (630564) , 6.p lJ" I APPLY GENEROUS BEAD OF GUNGRADE (025392) CONTINUOUS BETWEEN PANELS AND DIRECTLY OVER THE HOLES — SEE WALL SPLICE DETAIL (2) FLANGE NUTS SS (097190) TRANSITION PANEL `TRANSITION SPLICE STRAP (630566) WALL SPLICE DETAIL NOTES: 1. SEE DWG. 1081531 OR 1081534 FOR ' INSTALLATION OF BLANKET INSULATION.AND TRANSITION SUPPORT ANGLE. 2. BEGIN TRANSITION PANEL INSTALLATION BY LOCATING 1ST PIECE (AT EAVE) WITH UP -SLOPE END OVER PURLIN (SPLICE) AND FIELD CUT EAVE END TO MATCH ROOF PANELS. FIELD DRILL 3/80 HOLES FOR EAVE CONNECTION AND TRIM CONNECTION. 3. ATTACH TRANSITION PANEL TO SUPPORT ANGLE WITH FLASHING SUPPORT CLIPS (4' D.C.). WITH 1/4" S.D.S (097274) INTO PRE -PUNCHED HOLES AT HEIGHT SHOWN IN SECTION B. 4. APPLY A GENEROUS BEAD OF GUNGRADE MASTIC (025392) AT EACH SPLICE LOCATION BETWEEN THE PANELS. LOCATE THE BEAD DIRECTLY OVER THE PUNCHED HOLES IN THE PANEL. THEN SECURE THE SPLICE PLATES AS .SHOWN. 5. FIELD CUT THE LAST PIECE TO EQUAL THE LENGTH OF THE ADJACENT ROOF PANEL. 6. SEAM TRANSITION PANEL WITH ROOF PANEL. 7. SEE DWG. 1081537 FOR INSTALLATION OF COUNTER FLASHING. 6„ 9„ 12' �'ln FLANGE NUT 5" (097190) TYP. 6" M I I PANEL STRAP A° (560101) TYP. FIELD CUT , AS SHOWN SEE SPLICE DETAILS, ALWAYS LOCATE DIRECTLY OVER PURLIN. 6" _j_. '- SPLICE PLATE (560100) TYP. WITHOUT CORRUGATION FIELD CUT AS SHOWN » » 9 TRANSITION 12 3" PANEL TYP. 6" I I a a1 a i WITH CORRUGATION NOTE: FIELD CUT PANEL STRAP (56011) SPLICE DETAILS PLATE0(5601L00) ASCSHOWN ID S.W. OR OVERHANG FASCIA LINE A 85' (5' FASCIA) 40' (4' FASCIA) 40' (5' FASCIA) 20' (4' FASCIA) 20' (5' FASCIA) 20' (4' FASCIA) TRANSITION COUNTER FLASHING 10' LONG) SHORT — (630562) 4' FASCIA TALL — (630581) 5' FASCIA DIRECTON OF1 ERECTION , DOUBLE SLOPE SYMM. ABOUT RIDGE , MAXIMUM AT 1/4:12 SLOPE MAXIMUM AT 1/4:12 SLOPE MAXIMUM AT 1/2:12 SLOPE MAXIMUM AT 1/2:12 SLOPE MAXIMUM AT 1:12 SLOPE MAXIMUM AT 1:12 SLOPE jj DETAIL-1 1 1-1/2" 1J� DETAIL-3 —elI I II FIELD TRIM EXCESS I I II I I I I I -- - - - - - - 1 TRANSITION PANEL 1630588) — MALE ( 630589) — FEMALE FIELD IWI'EYCESSFIELD SELF DRILENG.,;';:' DRILL 5/16"0 HOLES 6" O.C. FOR LOCK—RIVET (096306) ^ZAT SCREW (097216) LAP 2'-0" C. ALONG TOP GLE , ! f I TRANSITION PANEL B I I �` PANLASTIC (025392) �o SEE TRANSITION PANEL SPLICE DETAILS ON DWG. 1081532 DETAI L-1 ENDWALL COUNTERFLASHING SPLICE FIELD DRILL 9/16"0 HOLE FOR BLIND RIVET (097124) 1'-0" O.C. SIDEWALL COUNTER FLASHING INSIDE CORNER TRIM (�007470) 12'-0 LONG (FIELD CUT TO LENGTH REQUIRED) y" FIELD WORK E.W. COUNTER FLASHING (SEE SKETCHES ABOVE) DETAIL-2 ENDWALL COUNTER FLASHING ATTACHMENT AT CORNER TRANSITION COUNTER FLASHING TRANSITION PANEL FASCIA LINE SUPPORT SELF—DRILING SCREW (097216) 1'-0" O.C. i ENDWALL PANLASTIC (025392) COUNTER CONTINUOUS AT LAP FLASHING COUNTER FLASHING SPLICE AT SUPPORT FASCIA LINE _--_---_ SELF—DRILING SCREW (097216) 1'-0" O.C. VERTICAL LOCK —RIVET 096306) FASCIA SUPPORT i 6" O.C. AT SPLICE 2 ENDWALL PANLASTIC (025392) COUNTER FLASHING CONTINUOUS AT LAP SECTION-B COUNTER FLASHING SPLICE OFFSET FROM SUPPORT FIELD WORK RIDGE TO WALL TRANSITION AS REQUIRED (SEE DRAWING 1081546 FIELD TRIM SELF DRILLING �097216) 2'-0 'ONG TOP AN, FASCIA LINE I BUILDING 1'-3" TOP ANGLE , SEE DWG. ,1 1080338 FOR TOP TRIM INSTALLATION "'STALL FLASHING JPPORT CUP i60741) AT —MEMBER USING /4" S.D.S. )97274) TRANSITION COUNTER FLASHING 10' LONG) SHORT — 630562) TALL — (630581) APPLY GUNGRADE SEALANT (025392) CONTINUOUS TRANSITION PANEL BOTTOM ANGLE FASCIA LINE TOP ANGLE j TOP TRANSITION TRIM -� u COUNTER FLASHING (10' LONG) r TRANSITION PANEL TRIM CLIP INSTALLATION (SEE DETAIL-4) FOR VERTICAL FASCIA SUPPORT ATTACHMENT TO EAVE STRUT OR RAKE CHANNEL SEE DRAWINGS 1080304, 1080305, AND 1080307 WALL PANEL SUPPORT ANGLE (640542) SEE DWG. 1080323 FOR INSTALLATION BO' -WALL ANGLE AN( VERTICAL FASCIA SUPPORT ATTACHMENT (FASCIA AT WALL) LOCKSEAM TAB NOTE DIRECTION OF UP ON (560003 ) LOCKSEAM TABS 2 PER CUP, INSTAL- THRU BOTTOM OF SLOT LOCKSEAM TAB ORIENTATION (FEMALE SIDE) I ENDWALL i BEND DOWN AFTER TAB IS IN PLACE FEMALE SEAM (SHOWN) MR-24 PANEL ORIENT TI TAIB/ ORIENTATION I � (MALE SIDE) ��� TRIM CUP (630026) INSULATED PURUN (560093) UNINSULATED 1/2" X 1-1/4" THIN HEAD PURUN BOLT (096636) AND NUT (095032) f rrA II A TRIM CLIP AND LOCKSEAM TAB ATTACHMENT (FEMALE SHOWN — REVERSE TAB ORIENTATION AT MALE SIDE) RIDGE SELF DRILLING I `� SCREW (097216) I ' 1'—O" O.C. AT r VERTICAL FASCIASUPPORT �� MR-24 �� ROOF FIELD DRILL 5/16"0 HOLES TO MATCH PANEL CLOSURES TRANSITION PANEL DETAIL-3 ENDWALL COUNTERFLASHING - - 1_ com ���� FF SPLICE AT RIDGE GABLE TRIM L FIELD DRILL 5/16"0 HOLE FOR LOCK —RIVET (096306) (3 REQUIRED) DETAIL-5 ENDWALL COUNTER FLASHING ATTACHMENT .AT RETURN TO WALL OVERHANG BUILDING {� COUNTER FLASHING (10' LONG) I� TRANSITION PANEL , ' FOR VERTICAL FASCIA SUPPORT ATTACHMENT TO EAVE STRUT OR RAKE ' CHANNEL SEE DRAWINGS 1080304, 1080305, AND 1080307 WALL PANEL WALL ANGLE ["C'nTlnu A VERTICAL FASCIA SUPPORT ATTACHMENT (FASCIA ON 4 FT. OVERHANG) COUNTERFLASHING FIELD WORK EAVE CONDITION I A" B. FASCIA AT WALL 1 6" 2-1 16" FASCIA ON OVERHANG 8" 1 4-1 16" ERECTION SEQUENCE r 1,t/2 TRANSITION PANEL WITH GUTTER FASCIA FRAME MUST BE IN PLACE AND SQUARE BEFORE INSTALLATION OF COUNTER FLASHING SUPPORT ANGLE. NOTES: 1. SEE DWG. 1080323 FOR INSTALLATION OF SUPPORT ANGLE. 2. BEGIN TRANSITION PANEL INSTALLATION BY LOCATING 1ST PIECE (AT EAVE) WITH UP —SLOPE END OVER PURLIN (SPLICE) AND FIELD CUT EAVE END TO MATCH ROOF PANELS. FIELD DRILL 3/80 HOLES FOR EAVE CONNECTION AND TRIM CONNECTION. 3. ATTACH TRANSITION PANEL TO SUPPORT ANGLE WITH FLASHING SUPPORT CUPS (2' O.C.), WITH 1/4" S.D.S (097274) INTO PRE —PUNCHED HOLES AT HEIGHT SHOWN IN SECTION B. 4. APPLY A GENEROUS BEAD OF GUNGRADE MASTIC (025392) AT EACH SPLICE LOCATION BETWEEN THE PANELS. LOCATE THE BEAD DIRECTLY OVER THE PUNCHED HOLES IN THE PANEL. THEN SECURE THE SPLICE PLATES AS SHOWN. 5. FIELD CUT THE LAST PIECE TO EQUAL THE LENGTH OF THE ADJACENT ROOF PANEL. 6. SEAM TRANSITION PANEL WITH ROOF PANEL. 7. SEE DWG. 1081538 FOR INSTALLATION OF COUNTER FLASHING.