NuRoof Retrofit Systems. Technical/Installation Information

Transcription

1 NuRoof Retrofit Systems Technical/Installation Information

2 INTRODUCTION If your roof is causing problems due to leaks, high maintenance costs and low energy efficiency, the MBCI NuRoof Retrofit System is the remedy. With the NuRoof Retrofit System, you can install a slopped roof which will eliminate leaks and minimize maintenance costs. Energy efficiency may also be increased substantially with additional insulation. The NuRoof Retrofit System allows design flexibility with a choice of roof slopes, hips, valleys, gable endwalls, vertical and trapezoidal standing seam panels, as well as the traditional PBR Panel. These panels are available in a wide range of colors and gauges. So, whether you are retrofitting an old warehouse, manufacturing plant or an office building, the MBCI NuRoof Retrofit System is the answer. RCHITECT/OWNER RESPONSIBILITY The architect/owner using the MBCI NuRoof Retrofit System must recognize that the existing structural roof system most likely was designed based on the roof load being applied uniformly by means of a metal deck or similar substrate. The NuRoof Retrofit System will replace the uniform load with a series of concentrated loads onto the existing roof system which may not be feasible in all applications. lso, as a result of the addition of the retrofit roof, additional weight will be added to the existing roof that must be checked. MBCI highly recommends that a structural engineer conduct an investigation of the entire structure being proposed for a retrofit system to determine the adequacy of the existing roof structure to withstand additional loading. Their investigation should include the condition of the existing structural, existing dead loads, can existing loads be removed, (i.e. rock ballast) and what additional dead loads will the structure accept and at what spacing? RIDGE OF ROOF MEMBERS PRLLEL TO ROOF SLOPE Installation Sequence Begins on Page NR-9 MEMBERS PERPENDICULR TO ROOF SLOPE Installation Sequence Begins on Page NR-15 SLOPE SLOPE SLOPE SLOPE RIDGE OF ROOF NOTE: 1. Some buildings may have structural members in both directions. In this case, each method may be used where required. 2. Hipped NuRoof Systems may require both methods. NR-2 SUBJECT TO CHNGE WITHOUT NOTICE SEE FOR CURRENT INFORMTION EFFECTIVE NOVEMBER 4, 2005

3 TBLE OF CONTENTS rchitect/engineer Information NR-5 - NR-6 Design Data Sheet NR-7 Material Properties NR-8 Section Dimensions Section Properties Retrofit Framing over Structural Members Parallel to the Roof Slope Base Channel ttachment nr-9 Column ttachment nr-10 X Bracing ttachment nr-11 Longitudinal Transverse (Recommended every 40 minimum) Purlin ttachment nr-12 Strut ttachment (Every braced column line) nr-13 Panel ttachment nr-14 Retrofit Framing over Structural Members Perpendicular to the Roof Slope Base Zee ttachment nr-15 Column ttachment nr-16 X Bracing ttachment nr-17 Longitudinal Transverse (Recommended every 40 minimum) Purlin ttachment nr-18 Strut ttachment (Every braced column line) nr-19 Panel ttachment nr-20 Gable Endwall Isometric/Cross-section NR-21 Hip Roof Isometric Showing Combination of Base Zee/Base Shoe Utilization and Columns...NR-22 Hip Framing (B-T-B Channels) NR-22 Valley Isometric Showing Combination of Base Zee/Base Shoe Utilization and Columns...NR-23 Valley Framing (B-T-B Channels) NR-23 Peak Framing Isometric/Cross-section NR-24 Details Base Channel/Column Connection (Flange) NR-25 Base Zee/Column Connection (Flange) NR-25 Base Zee/Column Connection (Web) NR-26 Base Zee Lap NR-26 High Strength Base Zee/Column Connection (Flange/Web) NR-27 Purlin to Column Connection (Flange) NR-28 Purlin to Column w/purlin Clip (Flange) NR-28 Purlin Lap to Column Connection (Flange) NR-28 Purlin to Column Connection (Web) NR-29 Purlin to Column w/purlin Clip (Web) NR-29 Purlin Lap to Column Connection (Web) NR-29 ngle Bracing NR-30 - NR-35 Longitudinal Transverse Eave NR-36 Overhang (w/parapet Wall) Eave (w/fascia Wall) Eave (w/ngles) Edge/Corner Zone (For Use In High Wind Conditions) NR-37 rchitect/engineer Information (Optional Method) NR-38 EFFECTIVE NOVEMBER 4, 2005 SEE FOR CURRENT INFORMTION SUBJECT TO CHNGE WITHOUT NOTICE NR-3

4 TBLE OF CONTENTS NuRoof Optional Methods Isometric - Grid System NR-39 Grid System Details NR-40 Isometric - SSR System Over Existing PBR Panel NR-41 Eave Detail NR-42 Clip ttachment Detail NR-42 Rake Detail NR-43 Ridge Detail NR-43 EndLap Detail NR-44 Notes NR-45 - NR-47 Copyright Metal Building Components, L.P ll Rights Reserved /30M Descriptions and specifications contained herein were in effect at the time this publication was approved for printing. In a continuing effort to refine and improve products, MBCI reserves the right to discontinue products at any time or change specifications and/or designs without notice and without incurring obligation. To insure you have the latest information available, please inquire or visit our Web Site at pplication details are for illustration purposes only and may not be appropriate for all environmental conditions, building designs, or panel profiles. Projects should be engineered to conform to applicable building codes, regulations, and accepted industry practices. Insulation is not shown in these details for clarity. If there is a conflict between this manual and the erection drawings, the erection drawings will take precedence. NR-4 SUBJECT TO CHNGE WITHOUT NOTICE SEE FOR CURRENT INFORMTION EFFECTIVE NOVEMBER 4, 2005

5 NuRoof DESIGN INFORMTION RCHITECT/ENGINEER INFORMTION 1. The recommended slope range of the retrofit roof is 1/4:12-4:12. For slopes greater than 4:12 please contact MBCI. 2. The maximum recommended height of the retrofit system above the existing roof is 10 feet. This is not due to the capacity of the framing, but to the altered shape of the building and its ability to withstand the new wind loads as well as erection limitations. 3. The NuRoof Retrofit System will add approximately 2 to 4 PSF to the weight of the existing roof. 4. Load transfer may result in concentrated loads occurring on the existing roof. professional structural engineer must investigate the existing roof to be sure that no undesirable effects are created on the existing roof by the NuRoof Retrofit System. 5. Lateral wind forces will be developed at gabled endwalls created by the retrofit roof. These wind forces will be transmitted into the existing roof by the X bracing parallel to the retrofit purlins. MBCI cannot be responsible for the adequacy of the existing building to resist the additional wind forces which develop at these gabled endwalls. 6. The uniform retrofit roof loads will be concentrated through the retrofit columns. These concentrated loads are then transmitted to the existing roof deck above the existing roof structural members. The adequacy of the existing metal deck corrugations to resist web crippling must be investigated during the design phase. It is not recommended to install this system over the existing insulation board due to possible creep over the life of the system (consult the manufacturer of the existing insulation board for allowable static compressive loads). If the existing roof has moisture trapped within the layers from water intrusion, MBCI recommends the removal of the roofing materials (down to the existing deck) at all base channels or roof support zee locations. This will allow trapped moisture to be drawn out by proper ventilation. If the deck is corroded through to the structural framing, consult with your structural engineer for possible deck reinforcement at the column base attachments to maintain the integrity of the metal deck. NOTE: Existing metal decks can provide lateral support (diaphragm action) to the overall structure. Removing the metal deck at the column locations may compromise the integrity of the existing metal deck diaphragm system. Since the NuRoof Retrofit System relies on the existing metal deck to transfer its lateral loads to the existing structural system, the existing metal deck must remain intact. 7. n attic space will be created by the NuRoof Retrofit System. MBCI recommends proper venting of this attic space in accordance with applicable codes, to be determined by a mechanical engineer, allowing any trapped moisture to escape. MBCI also recommends that attic space be reviewed by other building, fire, or insurance related officials for possible sprinkling or extension of existing fire walls to the bottom of the new roof system. Use a minimum of 3 vinyl faced roll insulation between the retrofit panels and the retrofit purlins to help prevent condensation and roof noise. If the use of retrofit framing in New Construction will result in the installation of HVC equipment and ductwork in the attic space to conflict with the extensive bracing system required by the NuRoof Retrofit System, please consult with MBCI s sales engineering staff during the desig n phase to reso lve these issues. 8. The NuRoof framework is equally effective over existing roof decks made of metal, Tongue and Groove wood and concrete decks. However, each existing roof system must be evaluated independently on its ability to accept multiple point loading from the retrofit system. 9. The NuRoof framework will be supplied in unpunched 20-0 lengths. Field cutting of material will be required. EFFECTIVE NOVEMBER 4, 2005 SEE FOR CURRENT INFORMTION SUBJECT TO CHNGE WITHOUT NOTICE NR-5

6 DESIGN INFORMTION NuRoof RCHITECT/ENGINEER INFORMTION (Continued) 10. For MBCI to properly design the retrofit framing, the following information is required: Retrofit roof live/wind load, collateral load, snow load, seismic zone, existing building size and location, existing structural orientation (parallel or perpendicular to retrofit roof slope) and spacing, type of existing substrate members, governing code, retrofit roof pitch, retrofit roof panel desired, and the use of hipped or gable ends. MBCI is not responsible for the ability of the existing building to accept the loads imposed upon it by the retrofit framework. The MBCI engineering department can conduct an engineering study of the proposed retrofit framing and provide column reactions based on the above information that may be used by your structural engineer to do their study of the existing structure. Following this page is a design data sheet. This sheet can be filled out and sent to MBCI for our Project Service Department to perform estimates, designs, drawings or a combination of all three. CUTION In certain cases the retrofit roof panel selected may require additional retrofit purlins at the perimeter of the roof to ensure that the panel is capable of resisting the additional wind/snow load in this area. NR-6 SUBJECT TO CHNGE WITHOUT NOTICE SEE FOR CURRENT INFORMTION EFFECTIVE NOVEMBER 4, 2005

7 NuRoof DESIGN INFORMTION DESIGN DT SHEET PROJECT INFORMTION From: Live Load: psf STM E1592 Date: Dead Load: psf UL90 Project Name: Collateral Load: psf Factory Mutual Project Location: Snow Load: psf SREF (City, State, County): Wind Speed: mph Building Code: Importance Factor: Deflection Rqmts.: Exposure Category: ROOF GEOMETRY Length: ft Eave Height: ft Width: ft Overhang: ft Slope: :12 Parapet Height: ft (Please provide drawings of existing building - Including structural drawings) ROOF TYPE Built Up Shingle Other - Specify - Modified Bitumen Trocal Single Ply PVC ROOF SUBSTRTE Insulation Type: in. Tectum Thickness: in. Insulation Thickness: in. Concrete Thickness: in. Plywood Thickness: in. Lightweight Wood Thickness: in. Structural Metal Deck Thickness: in. Precast Metal Deck Gauge: Other - Specify MEMBERS Bar " o.c. Wood " o.c. "Hot Rolled" " o.c. Concrete " o.c. Wood " o.c. Other - " o.c. Has the existing structure been analyzed by a professional engineer? yes Engineer's name: no Engineer's phone #: NUROOF GEOMETRY Length: ft Ridge Condition: Width: ft Gable Slope: :12 Hip Eave Height: ft Roof Panels: (Profile, Width, Gauge) Overhang: ft Wall Panels: (Profile, Width, Gauge) Eave Condition: Eave Trim Fascia: (Profile, Width, Gauge) Box Gutter Structural Members: Red Oxide Sculptured Gutter Galvanized Snow Gutter (Please provide drawings of new proposed roof plan) NOTES EFFECTIVE NOVEMBER 4, 2005 SEE FOR CURRENT INFORMTION SUBJECT TO CHNGE WITHOUT NOTICE NR-7

8 DESIGN INFORMTION NuRoof SECTION PROPERTIES D 50 B1 X B2 X L XIS X-X D x B1 x B2 (in.) Section Ga. Weight (PLF) Ix (in.4/ft.) Sx (in.3/ft.) Rx (in.) Ma (in.-kips) 4 x 2 x 2 Zee x x Zee x 1.5 x 1.5 Zee x x Zee x x Zee D B X X L XIS X-X D x B (in.) Section Ga. Weight (PLF) Ix (in.4/ft.) Sx (in.3/ft.) Rx (in.) Ma (in.-kips) 4 x 2.5 Cee x 2.5 Cee x 2.5 Cee x 2.5 Cee CS-1 Cee XIS X-X D x B (in.) Section Ga. Weight (PLF) Ix (in.4/ft.) Sx (in.3/ft.) Rx (in.) Ma (in.-kips) HS-1 Hat D X B X XIS X-X D x B (in.) Section Ga. Weight (PLF) Ix (in.4/ft.) Sx (in.3/ft.) Rx (in.) Ma (in.-kips) x 2 Channel x 2 Channel x 2 Channel D X B X XIS X-X D x B (in.) Section Ga. Weight (PLF) Ix (in.4/ft.) Sx (in.3/ft.) Rx (in.) Ma (in.-kips) 2 x 2 ngle x 1.5 ngle Notes: 1) ll calculations for the properties of cees and zees are calculated in accordance w ith the 2001 North merican Specification for the Design of Cold-Formed Steel Structural Members published by the merican Iron and Steel Institute (.I.S.I). 2) Ix is for deflection determination. 3) Sx is for bending. 4) Ma is allow able bending moment. 5) The allow able bending moment (Ma) assumes that the compressive flange is laterally braced so as to provide the full moment capacity of the section. The Engineering data contained herein is for the expressed use of customers and design professionals. long w ith this data, it is recommended that the design professional have a copy of the most current version of the North merican Specification for the Design of Cold-Formed Steel Structural Members published by the merican Iron and Steel Institute to facilitate design. This Specification contains the design criteria for cold-formed steel components. long w ith the Specification, the designer should reference the most current building code applicable to the project jobsite in order to determine enviromental loads. If further information or guidance regarding coldformed design practices is desired, please contact the manufacturer. NR-8 SUBJECT TO CHNGE WITHOUT NOTICE SEE FOR CURRENT INFORMTION EFFECTIVE NOVEMBER 4, 2005

9 NuRoof DESIGN INFORMTION FRMING OVER MEMBERS PRLLEL TO THE ROOF SLOPE (Base Channel ttachment) BSE CHNNEL FRMEWORK SPCING DETERMINED BY SPCING SPCING DETIL 1 FSTENER TO (NOT BY MBCI) BSE CHNNEL PLN VIEW BSE CHNNEL TTCHMENT BSE CHNNEL DETIL 1 CROSS SECTION - BSE CHNNEL TTCHMENT FSTENER TO (NOT BY MBCI) EFFECTIVE NOVEMBER 4, 2005 SEE FOR CURRENT INFORMTION SUBJECT TO CHNGE WITHOUT NOTICE NR-9

10 DESIGN INFORMTION NuRoof FRMING OVER MEMBERS PRLLEL TO THE ROOF SLOPE (Column ttachment) BSE CHNNEL FRMEWORK SPCING DETERMINED BY SPCING DETIL 1 SPCING FSTENER TO (NOT BY MBCI) DETIL 1 BSE CHNNEL PLN VIEW TTCHMENT CROSS SECTION - TTCHMENT BSE CHNNEL FSTENER TO (NOT BY MBCI) NR-10 SUBJECT TO CHNGE WITHOUT NOTICE SEE FOR CURRENT INFORMTION EFFECTIVE NOVEMBER 4, 2005

11 NuRoof DESIGN INFORMTION FRMING OVER MEMBERS PRLLEL TO THE ROOF SLOPE ( X Bracing ttachment) LONGITUDINL NGLE BRCING BSE CHNNEL TRNSVERSE NGLE BRCING (EVERY 40 MIN.) FRMEWORK SPCING DETERMINED BY SPCING DETIL 1 SPCING NGLE BRCING FIELD NOTCH NGLE BRCE NGLE BRCING BSE CHNNEL NGLE BRCING NGLE BRCING BSE CHNNEL DETIL 1 FSTENER TO (NOT BY MBCI) CROSS SECTION - NGLE BRCE TTCHMENT EFFECTIVE NOVEMBER 4, 2005 SEE FOR CURRENT INFORMTION SUBJECT TO CHNGE WITHOUT NOTICE NR-11

12 DESIGN INFORMTION NuRoof FRMING OVER MEMBERS PRLLEL TO THE ROOF SLOPE (Purlin ttachment) NOTE: LPS MUST OCCUR T LOCTION 6 BSE CHNNEL SPCING DETERMINED BY SPCING LONGITUDINL NGLE BRCING NGLE BRCING BSE CHNNEL DETIL 1 NGLE BRCING SPCING NGLE BRCING FRMEWORK 4:12 3:12 2:12 1:12 FLNGE CN BE ROLL FORMED TO MXIMUM SLOPE OF 4:12 TRNSVERSE NGLE BRCING (EVERY 40 MIN.) BSE CHNNEL DETIL 1 CROSS SECTION - TTCHMENT FSTENER TO (NOT BY MBCI) NR-12 SUBJECT TO CHNGE WITHOUT NOTICE SEE FOR CURRENT INFORMTION EFFECTIVE NOVEMBER 4, 2005

13 NuRoof DESIGN INFORMTION FRMING OVER MEMBERS PRLLEL TO THE ROOF SLOPE (Strut ttachment) CONTINUOUS CHNNEL SECTION (EVERY BRCED LINE) BSE CHNNEL SPCING DETERMINED BY SPCING NGLE BRCING LONGITUDINL NGLE BRCING CONTINUOUS CHNNEL SECTION (EVERY BRCED LINE) BSE CHNNEL DETIL 1 NGLE BRCING NGLE BRCING SPCING TRNSVERSE NGLE BRCING (EVERY 40 MIN.) FRMEWORK CONTINUOUS CHNNEL SECTION (EVERY BRCED LINE) BSE CHNNEL DETIL 1 CROSS SECTION - STRUT TTCHMENT FSTENER TO (NOT BY MBCI) EFFECTIVE NOVEMBER 4, 2005 SEE FOR CURRENT INFORMTION SUBJECT TO CHNGE WITHOUT NOTICE NR-13

14 DESIGN INFORMTION NuRoof FRMING OVER MEMBERS PRLLEL TO THE ROOF SLOPE (Panel ttachment) ROOF PNEL BSE CHNNEL SPCING DETERMINED BY SPCING NGLE BRCING ROOF PNEL LONGITUDINL NGLE BRCING BSE CHNNEL DETIL 1 ROOF CONTINUOUS PNEL CHNNEL SECTION (EVERY BRCED LINE) SPCING ROOF PNEL CLIP NGLE BRCING NGLE BRCING FRMEWORK TRNSVERSE NGLE BRCING (EVERY 40 MIN.) CONTINUOUS CHNNEL SECTION (EVERY BRCED LINE) CONTINUOUS CHNNEL SECTION (EVERY BRCED LINE) BSE CHNNEL DETIL 1 CROSS SECTION - PNEL TTCHMENT FSTENER TO (NOT BY MBCI) NR-14 SUBJECT TO CHNGE WITHOUT NOTICE SEE FOR CURRENT INFORMTION EFFECTIVE NOVEMBER 4, 2005

15 NuRoof DESIGN INFORMTION NOTE: LPS MUST OCCUR OVER SUPPORT 6 FRMING OVER MEMBERS PERPENDICULR TO THE ROOF SLOPE (Base Zee ttachment) SPCING SPCING DETIL 1 FRMEWORK PLN VIEW TTCHMENT FSTENER TO (NOT BY MBCI) FSTENER TO (NOT BY MBCI) DETIL 1 FSTENER TO (NOT BY MBCI) CROSS SECTION - TTCHMENT EFFECTIVE NOVEMBER 4, 2005 SEE FOR CURRENT INFORMTION SUBJECT TO CHNGE WITHOUT NOTICE NR-15

16 DESIGN INFORMTION NuRoof FRMING OVER MEMBERS PERPENDICULR TO THE ROOF SLOPE (Column ttachment) SPCING SPCING FSTENER TO (NOT BY MBCI) DETIL 1 (4) REQ D. DETIL 1 PLN VIEW TTCHMENT FRMEWORK SPCING (4) REQ D. FSTENER TO (NOT BY MBCI) (4) REQ D. FSTENER TO (NOT BY MBCI) CROSS SECTION - TTCHMENT NR-16 SUBJECT TO CHNGE WITHOUT NOTICE SEE FOR CURRENT INFORMTION EFFECTIVE NOVEMBER 4, 2005

17 NuRoof DESIGN INFORMTION FRMING OVER MEMBERS PERPENDICULR TO THE ROOF SLOPE ( X Bracing ttachment) LONGITUDINL NGLE BRCING SPCING TRNSVERSE NGLE BRCING (EVERY 40 MIN.) SPCING DETIL 1 SPCING FRMEWORK NGLE BRCING FSTENER TO (NOT BY MBCI) EFFECTIVE NOVEMBER 4, 2005 DETIL 1 NGLE BRCING (4) REQ D. SEE FOR CURRENT INFORMTION NGLE BRCING (FIELD NOTCH) SUBJECT TO CHNGE WITHOUT NOTICE NGLE BRCING (4) REQ D. FSTENER TO (NOT BY MBCI) CROSS SECTION - NGLE BRCE TTCHMENT NR-17

18 DESIGN INFORMTION NuRoof FRMING OVER MEMBERS PERPENDICULR TO THE ROOF SLOPE (Purlin ttachment) NOTE: LPS MUST OCCUR T LOCTION 6 SPCING TRNSVERSE NGLE BRCING (EVERY 40 MIN.) SPCING LONGITUDINL NGLE BRCING DETIL 1 FRMEWORK SPCING 4:12 3:12 2:12 1:12 FLNGE CN BE ROLL FORMED TO MXIMUM SLOPE OF 4:12 NGLE BRCING FSTENER TO (NOT BY MBCI) DETIL 1 (4) REQ D. NGLE BRCING (4) REQ D. FSTENER TO (NOT BY MBCI) CROSS SECTION - TTCHMENT NR-18 SUBJECT TO CHNGE WITHOUT NOTICE SEE FOR CURRENT INFORMTION EFFECTIVE NOVEMBER 4, 2005

19 NuRoof DESIGN INFORMTION FRMING OVER MEMBERS PERPENDICULR TO THE ROOF SLOPE (Strut ttachment) SPCING TRNSVERSE NGLE BRCING (EVERY 40 MIN.) CONTINUOUS CHNNEL SECTION (EVERY BRCED LINE) NGLE BRCING SPCING FSTENER TO (NOT BY MBCI) LONGITUDINL NGLE BRCING DETIL 1 CONTINUOUS CHNNEL SECTION (EVERY BRCED LINE) (4) REQ D. DETIL 1 NGLE BRCING FRMEWORK CONTINUOUS CHNNEL SECTION (EVERY BRCED LINE) SPCING (4) REQ D. CROSS SECTION - STRUT TTCHMENT FSTENER TO (NOT BY MBCI) EFFECTIVE NOVEMBER 4, 2005 SEE FOR CURRENT INFORMTION SUBJECT TO CHNGE WITHOUT NOTICE NR-19

20 DESIGN INFORMTION NuRoof FRMING OVER MEMBERS PERPENDICULR TO THE ROOF SLOPE (Panel ttachment) ROOF PNEL TRNSVERSE NGLE BRCING (EVERY 40 MIN.) CONTINUOUS CHNNEL SECTION (EVERY BRCED LINE) NGLE BRCING SPCING ROOF PNEL LONGITUDINL NGLE BRCING DETIL 1 CONTINUOUS CHNNEL SECTION (EVERY BRCED LINE) (4) REQ D. FRMEWORK ROOF PNEL NGLE BRCING (4) REQ D. SPCING CONTINUOUS CHNNEL SECTION (EVERY BRCED LINE) FSTENER FSTENER TO (NOT BY MBCI) DETIL 1 FSTENER TO (NOT BY MBCI) CROSS SECTION - PNEL TTCHMENT NR-20 SUBJECT TO CHNGE WITHOUT NOTICE SEE FOR CURRENT INFORMTION EFFECTIVE NOVEMBER 4, 2005

21 NuRoof DESIGN INFORMTION FRMING OVER MEMBERS (Gable Endwall Girt ttachment) ENDWLL GIRT HT SECTION RKE NGLE ISOMETRIC VIEW OF ENDWLL BSE CHNNEL PNCKE HED SELF DRILLERS (2 PER CONN.) RKE NGLE (2) REQ D. BSE CHNNEL ENDWLL GIRT HT SECTION CROSS SECTION - ENDWLL TTCHMENT FSTENER TO (NOT BY MBCI) EFFECTIVE NOVEMBER 4, 2005 SEE FOR CURRENT INFORMTION SUBJECT TO CHNGE WITHOUT NOTICE NR-21

22 DESIGN INFORMTION NuRoof FRMING FOR ROOF HIP (Back-to-Back Hip Channel ttachment) LONGITUDINL NGLE BRCING TRNSVERSE NGLE BRCING (EVERY 40 MIN.) 4¹ ₈ x 2 HIP CHNNEL (BCK TO BCK) CONTINUOUS CHNNEL SECTION (EVERY BRCED LINE) BSE CHNNEL FRMEWORK DETIL 1 4¹ ₈ x 2 HIP CHNNEL (BCK TO BCK) 4¹ ₈ x 2 HIP CHNNEL (BCK TO BCK 12 O.C.) (2) PNCKE HED SELF DRILLERS 12 O.C. STGGERED HIP CHNNEL BCK TO BCK (2) PNCKE HED SELF DRILLERS DETIL 1 NR-22 SUBJECT TO CHNGE WITHOUT NOTICE SEE FOR CURRENT INFORMTION EFFECTIVE NOVEMBER 4, 2005

23 NuRoof DESIGN INFORMTION FRMING FOR ROOF VLLEY (Back-to-Back Valley Channel ttachment) 4¹ ₈ x 2 VLLEY CHNNEL (BCK TO BCK) LONGITUDINL NGLE BRCING TRNSVERSE NGLE BRCING (EVERY 40 MIN.) DETIL 1 CONTINUOUS CHNNEL SECTION (EVERY BRCED LINE) FRMEWORK BSE CHNNEL 4¹ ₈ x 2 VLLEY CHNNEL (BCK TO BCK) 12 O.C. 4¹ ₈ x 2 VLLEY CHNNEL (BCK TO BCK 12 O.C.) (2) PNCKE HED SELF DRILLERS STGGERED VLLEY CHNNEL BCK TO BCK (2) PNCKE HED SELF DRILLERS DETIL 1 EFFECTIVE NOVEMBER 4, 2005 SEE FOR CURRENT INFORMTION SUBJECT TO CHNGE WITHOUT NOTICE NR-23

24 DESIGN INFORMTION NuRoof FRMING FOR ROOF RIDGE (Peak Framing ttachment) CONTINUOUS CHNNEL SECTION BSE CHNNEL RIDGE SUPPORT CHNNEL SECTION ISOMETRIC VIEW OF ENDWLL CONTINUOUS CHNNEL SECTION RIDGE SUPPORT CHNNEL SECTION BSE CHNNEL CROSS SECTION - STRUT TTCHMENT FSTENER TO (NOT BY MBCI) NR-24 SUBJECT TO CHNGE WITHOUT NOTICE SEE FOR CURRENT INFORMTION EFFECTIVE NOVEMBER 4, 2005

25 NuRoof DETILS BSE CHNNEL CONNECTION WITH TTCHMENT (Flange Connection) 4 CEE 4¹ ₈ x 2 CHNNEL x 1-0 (BSE SHOE) 2 x 2 NGLE (SEE PLN (2) PER SIDE, (4) TOTL 4 CEE 4¹ ₈ x 2 CHNNEL x 1-0 (BSE SHOE) 2 x 2 NGLE (SEE PLN (2) PER SIDE, (4) TOTL ROOF SYSTEM BSE SHOE FSTENER (MIN. QTY. 4, NOT BY MBCI) ROOF SYSTEM BSE SHOE FSTENER (MIN. QTY. 4, NOT BY MBCI) 8 MX. CONNECTION WITH TTCHMENT (Flange Connection) 4 CEE (4) TOTL 2 x 2 NGLE (SEE PLN 4 CEE 2 x 2 NGLE (SEE PLN [FSTENER #1B] (4) TOTL ROOF SYSTEM FSTENER (MIN. QTY. 2, NOT BY MBCI) FSTENER (MIN. QTY. 2, NOT BY MBCI) ROOF SYSTEM EFFECTIVE NOVEMBER 4, 2005 SEE FOR CURRENT INFORMTION SUBJECT TO CHNGE WITHOUT NOTICE NR-25

26 DETILS NuRoof CONNECTION WITH TTCHMENT (Web Connection) 4 CEE [FSTENER #1B] (4) TOTL 2 x 2 NGLE (SEE PLN 4 CEE 2 x 2 NGLE (SEE PLN [FSTENER #1B] (4) TOTL ROOF SYSTEM FSTENER (MIN. QTY. 2, NOT BY MBCI) FSTENER (MIN. QTY. 2, NOT BY MBCI) ROOF SYSTEM CONNECTION (Lap Connection) 6 (4) TOTL (4) TOTL ROOF SYSTEM FSTENER (MIN. QTY. 2, NOT BY MBCI) FSTENER (MIN. QTY. 2, NOT BY MBCI) C L ROOF SYSTEM NR-26 SUBJECT TO CHNGE WITHOUT NOTICE SEE FOR CURRENT INFORMTION EFFECTIVE NOVEMBER 4, 2005

27 NuRoof DETILS HIGH STRENGTH -CLIP NGLE CONNECTION WITH TTCHMENT (Flange Connection) 4 CEE [FSTENER #1B] (4) TOTL 2 x 2 NGLE (SEE PLN CLIP NGLE CLIP NGLE 4 CEE [FSTENER #1B] [FSTENER #1B] (4) TOTL 2 x 2 NGLE (SEE PLN FOR EXCT LOCTION) [FSTENER #1B] (4) TOTL ROOF SYSTEM NGLE CLIP FSTENER (MIN. QTY. 2, NOT BY MBCI) FSTENER (MIN. QTY. 2, NOT BY MBCI) NGLE CLIP FSTENER (MIN. QTY. 2, NOT BY MBCI) ROOF SYSTEM HIGH STRENGTH -CLIP NGLE CONNECTION WITH TTCHMENT (Web Connection) 4 CEE [FSTENER #1B] (4) TOTL 2 x 2 NGLE (SEE PLN CLIP NGLE CLIP NGLE 4 CEE [FSTENER #1B] [FSTENER #1B] (4) TOTL 2 x 2 NGLE (SEE PLN FOR EXCT LOCTION) [FSTENER #1B] (4) TOTL ROOF SYSTEM NGLE CLIP FSTENER (MIN. QTY. 2, NOT BY MBCI) FSTENER (MIN. QTY. 2, NOT BY MBCI) NGLE CLIP FSTENER (MIN. QTY. 2, NOT BY MBCI) ROOF SYSTEM EFFECTIVE NOVEMBER 4, 2005 SEE FOR CURRENT INFORMTION SUBJECT TO CHNGE WITHOUT NOTICE NR-27

28 DETILS NuRoof TO TTCHMENT (Flange Connection) ZEE (4) TOTL (4) TOTL ZEE [FSTENER #1B] 4 CEE 2 x 2 NGLE (SEE PLN 4 CEE 2 x 2 NGLE (SEE PLN TO TTCHMENT (Flange Connection With Purlin Clip) ZEE 3 x 3 CLIP NGLE (4) TOTL [FSTENER #1B] (4) TOTL 3 x 3 CLIP NGLE ZEE [FSTENER #1B] 4 CEE 2 x 2 NGLE (SEE PLN 4 CEE 2 x 2 NGLE (SEE PLN TO TTCHMENT (Flange Connection at Purlin Lap) 6 ZEE 3 C L 3 [FSTENER #1B] (8) TOTL [FSTENER #1B] (8) TOTL ZEE [FSTENER #1B] 4 CEE 2 x 2 NGLE (SEE PLN [FSTENER #1B] [FSTENER #1B] 4 CEE 2 x 2 NGLE (SEE PLN NR-28 SUBJECT TO CHNGE WITHOUT NOTICE SEE FOR CURRENT INFORMTION EFFECTIVE NOVEMBER 4, 2005

29 NuRoof DETILS TO TTCHMENT (Web Connection) ZEE (4) TOTL [FSTENER #1B] (4) TOTL [FSTENER #1B] ZEE [FSTENER #1B] 4 CEE 2 x 2 NGLE (SEE PLN [FSTENER #1B] 4 CEE 2 x 2 NGLE (SEE PLN FOR EXCT LOCTION) TO TTCHMENT (Web Connection With Purlin Clip) ZEE 3 x 3 CLIP NGLE (4) TOTL [FSTENER #1B] (4) TOTL 3 x 3 CLIP NGLE [FSTENER #1B] ZEE [FSTENER #1B] 4 CEE 2 x 2 NGLE (SEE PLN [FSTENER #1B] 4 CEE 2 x 2 NGLE (SEE PLN FOR EXCT LOCTION) TO TTCHMENT (Web Connection at Purlin Lap) ZEE 3 6 CL 3 (8) TOTL [FSTENER #1B] (8) TOTL ¹ ₄ -14 x 1¹ ₄ S.D [FSTENER #1B] ZEE [FSTENER #1B] 4 CEE 2 x 2 NGLE (SEE PLN [FSTENER #1B] 4 CEE 2 x 2 NGLE (SEE PLN FOR EXCT LOCTION) EFFECTIVE NOVEMBER 4, 2005 SEE FOR CURRENT INFORMTION SUBJECT TO CHNGE WITHOUT NOTICE NR-29

30 DETILS NuRoof LONGITUDINL NGLE BRCING (Parallel to Purlins) (4) PER CONN. ZEE FIELD NOTCH NGLE S REQUIRED 2 x 2 NGLE (SEE PLN 4 CEE 4¹ ₈ x 2 CHNNEL x 1-0 (BSE SHOE) (2) PER SIDE, (4) TOTL FIELD NOTCH NGLE S REQUIRED ROOF SYSTEM BSE SHOE FSTENER (MIN. QTY. 4, NOT BY MBCI) (4) PER CONN. ZEE 2 x 2 NGLE (SEE PLN 4 CEE (4) PER CONN. ROOF SYSTEM FSTENER (MIN. QTY. 2, NOT BY MBCI) NR-30 SUBJECT TO CHNGE WITHOUT NOTICE SEE FOR CURRENT INFORMTION EFFECTIVE NOVEMBER 4, 2005

31 NuRoof DETILS TRNSVERSE NGLE BRCING (Perpendicular to Purlins) ZEE (4) PER CONN. ZEE 4 CEE 2 x 2 NGLE (SEE PLN (2) PER SIDE, (4) TOTL 4¹ ₈ x 2 CHNNEL x 1-0 (BSE SHOE) ROOF SYSTEM BSE SHOE FSTENER (MIN. QTY. 4, NOT BY MBCI) ZEE ZEE (4) PER CONN. 4 CEE FIELD NOTCH NGLE S REQUIRED 2 x 2 NGLE (SEE PLN (4) PER CONN. FIELD NOTCH NGLE S REQUIRED ROOF SYSTEM FSTENER (MIN. QTY. 2, NOT BY MBCI) EFFECTIVE NOVEMBER 4, 2005 SEE FOR CURRENT INFORMTION SUBJECT TO CHNGE WITHOUT NOTICE NR-31

32 DETILS NuRoof DOUBLE LONGITUDINL NGLE BRCING (Parallel to Purlins With Base Shoe) (4) PER CONN. ZEE FIELD NOTCH NGLE S REQUIRED 2 x 2 NGLE (SEE PLN 4 CEE FIELD NOTCH NGLE S REQUIRED 2 x 2 NGLE (SEE PLN FIELD NOTCH NGLE S REQUIRED 4¹ ₈ x 2 CHNNEL x 1-0 (BSE SHOE) (2) PER SIDE, (4) TOTL FIELD NOTCH NGLE S REQUIRED ROOF SYSTEM BSE SHOE FSTENER (MIN. QTY. 4, NOT BY MBCI) NR-32 SUBJECT TO CHNGE WITHOUT NOTICE SEE FOR CURRENT INFORMTION EFFECTIVE NOVEMBER 4, 2005

33 NuRoof DETILS DOUBLE LONGITUDINL NGLE BRCING (Parallel to Purlins With Base Zee) (4) PER CONN. ZEE 2 x 2 NGLE (SEE PLN 4 CEE 2 x 2 NGLE (SEE PLN ROOF SYSTEM FSTENER (MIN. QTY. 2, NOT BY MBCI) (4) PER CONN. EFFECTIVE NOVEMBER 4, 2005 SEE FOR CURRENT INFORMTION SUBJECT TO CHNGE WITHOUT NOTICE NR-33

34 DETILS NuRoof DOUBLE TRNSVERSE NGLE BRCING (Perpendicular to Purlins With Base Shoe) ZEE (4) PER CONN. ZEE 4 CEE 2 x 2 NGLE (SEE PLN 2 x 2 NGLE (SEE PLN (2) PER SIDE, (4) TOTL 4¹ ₈ x 2 CHNNEL x 1-0 (BSE SHOE) ROOF SYSTEM BSE SHOE FSTENER (MIN. QTY. 4, NOT BY MBCI) NR-34 SUBJECT TO CHNGE WITHOUT NOTICE SEE FOR CURRENT INFORMTION EFFECTIVE NOVEMBER 4, 2005

35 NuRoof DETILS DOUBLE TRNSVERSE NGLE BRCING (Perpendicular to Purlins With Base Zee) ZEE ZEE (4) PER CONN. 4 CEE FIELD NOTCH NGLE S REQUIRED 2 x 2 NGLE (SEE PLN FIELD NOTCH NGLE S REQUIRED FIELD NOTCH NGLE S REQUIRED 2 x 2 NGLE (SEE PLN (4) PER CONN. FIELD NOTCH NGLE S REQUIRED ROOF SYSTEM FSTENER (MIN. QTY. 2, NOT BY MBCI) EFFECTIVE NOVEMBER 4, 2005 SEE FOR CURRENT INFORMTION SUBJECT TO CHNGE WITHOUT NOTICE NR-35

36 DETILS NuRoof EVE OVERHNG (With Parapet Wall) ZEE [FSTENER #1B] (4) PER CONN. [FSTENER #1B] (4) PER CONN. EVE STRUT CLIP 4 CEE OUTRIGGER 4 CEE EVE STRUT HT SECTION (2) PER SIDE, (4) TOTL (4) PER CONN. 4¹ ₈ x 2 CHNNEL x 1-0 (BSE SHOE) PRPET WLL ROOF SYSTEM BSE SHOE FSTENER (MIN. QTY. 4, NOT BY MBCI) EVE DETILS EVE CHNNEL 4 CEE HT SECTION (4) PER CONN. EVE NGLE 4 12 x 1 PNCKE SELF-DRILLER [FSTENER 12 O.C. EVE NGLE ROOF SYSTEM FSTENER (MIN. QTY. 2, NOT BY MBCI) BSE NGLE 12 O.C. (NOT BY MBCI) ROOF SYSTEM EVE WITH FSCI WLL EVE WITH NGLES NR-36 SUBJECT TO CHNGE WITHOUT NOTICE SEE FOR CURRENT INFORMTION EFFECTIVE NOVEMBER 4, 2005

37 NuRoof DETILS EDGE/CORNER ZONE (For Use in High Wind Condition) ZEE ZEE [FSTENER #1B] (4) PER CONN. 4 CEE BRIDGING (4) PER CONN. 4 CEE (2) PER SIDE, (4) TOTL 4¹ ₈ x 2 CHNNEL x 1-0 (BSE SHOE) ROOF SYSTEM BSE SHOE FSTENER (MIN. QTY. 4, NOT BY MBCI) EFFECTIVE NOVEMBER 4, 2005 SEE FOR CURRENT INFORMTION SUBJECT TO CHNGE WITHOUT NOTICE NR-37

38 DESIGN INFORMTION NuRoof RCHITECT/ENGINEER INFORMTION (Optional Method) 1. The optional NuRoof Retrofit Systems are designed to go directly over existing sloped roof systems. 2. The optional NuRoof Grid System allows for additional purlins to be installed when the existing purlin spacing does not meet the current code requirements. 3. The optional NuRoof Retrofit System over existing PBR requires the use of the MBCI Ultra-Dek or Double-Lok roof systems. The high clips used with these systems elevate the roof system 1³ ₈ over the existing structure, allowing the panels to pass over a standard 1¹ ₄ PBR panel. If the existing roof system has a rib height of 1¹ ₂ a non-compressible ¹ ₄ shim can be used. 4. Care must be taken when cutting back the eave of the existing roof system to make sure no shavings land on adjacent or stored new roofing materials. Hot shavings landing on new material can cause premature rusting of the material surface. 5. When installing the optional NuRoof Retrofit System over a PBR system the module of the existing roof system must be checked. The MBCI Ultra-Dek /Double-Lok roof systems hold a 24 module and if the existing roof was stretched ahead or shrunk back the clips will eventually foul into an existing major rib. n 18 panel can be installed in lieu of a 24 panel to allow the new roof system to stay on the module created by the existing roof panels. INSTLLTION GUIDELINES 1. Pre-Order a. Prior to ordering panels, all dimensions should be confirmed by field measurements. 2. Jobsite Storage and Handling a. Check the shipment against the shipping list. b. Damaged material must be noted on Bill of Lading. c. Materials should be handled carefully. spreader bar of appropriate length is recommended for hoisting. 3. pplication Checklist a. Check substrate for proper alignment and uniformity. b. Periodic check of panel alignment is crucial to proper panel installation. c. Material should be cut on the ground to minimize cut fillings on new materials. NR-38 SUBJECT TO CHNGE WITHOUT NOTICE SEE FOR CURRENT INFORMTION EFFECTIVE NOVEMBER 4, 2005

39 NuRoof DETILS NuRoof GRID SYSTEM (Optional Method) MIN SPCING EDGE ZONE SPCING EQUL EQUL SUPPORT FRMMING EQUL EQUL EQUL EQUL EQUL EQUL ROOF PNEL HT SECTION [HS-1] TTCH TO FRMING WITH (2) PER CONN. FRMING HT SECTION [HS-1] TTCH TO SECONDRY FRMING WITH (2) PER CONN. WLL PNEL EFFECTIVE NOVEMBER 4, 2005 SEE FOR CURRENT INFORMTION SUBJECT TO CHNGE WITHOUT NOTICE NR-39

40 DETILS NuRoof NuRoof GRID SYSTEM (Optional Method Details) HT SECTION [HS-1] HT SECTION [HS-1] HT SECTION [HS-1] HT SECTION [HS-1] ROOF PNEL ROOF PNEL CONNECTION OF HT SECTIONS TO (SIDE VIEW) CONNECTION OF HT SECTIONS TO (FRONT VIEW) 9 4¹ ₂ 4¹ ₂ 2 HT SECTION [HS-1] 12 x 1 TPER SHNK S.D. (4 ECH SIDE) CHNNEL SECTION [CS-1] SPLICE DETIL NOTE: MUST OCCUR OVER SUPPORT MEMBER. NR-40 SUBJECT TO CHNGE WITHOUT NOTICE SEE FOR CURRENT INFORMTION EFFECTIVE NOVEMBER 4, 2005

41 NuRoof DETILS SSR SYSTEM OVER PBR PNEL (Optional Method) REMOVE SIDE-LP FSTENER ND TTCH ONE PNCKE HED SELF-DRILLER NEXT TO REMOVED FSTENER PBR PNEL HIGH FLOTING CLIP [HW-2120] FIELD CUT PNEL T EVE (ROOF PNEL CNNOT EXTEND BEYOND HIGH RIB OF WLL PNEL) ULTR-DEK PNEL DOUBLE-LOK PNEL MINOR RIB TPE SELER [HW-512] FRMING WLL PNEL ¹ ₄-14 x 1 ¹ ₄ LONG-LIFE S.D. W/WSHER [FSTENER #1E] (8 PER PNEL) 2 x 4 RKE NGLE x 3 DECK SCREW [FSTENER E. HIGH RIB OF PBR PNEL 3 x 3 EVE NGLE (14 G. GLVNIZED) HIGH FLOTING RKE SUPPORT NGLE [HW-7720] TRI-BED TPE SELER [HW-504] METL INSIDE CLOSURE [HW-426] NOTE: MJOR RIB OF ROOF PNEL CNNOT EXCEED 1¹ ₄ IN HEIGHT. EFFECTIVE NOVEMBER 4, 2005 SEE FOR CURRENT INFORMTION SUBJECT TO CHNGE WITHOUT NOTICE NR-41

42 DETILS NuRoof SSR SYSTEM OVER PBR PNEL (Eave Detail) GUTTER STRP [FL-246] ¹ ₄-14 x ⁷ ₈ LONG-LIFE LPTEK W/WSHER [FSTENER #4] (2 PER STRP) TRI-BED TPE TOP OF CLOSURE [HW-504] ¹ ₄-14 x ⁷ ₈ LONG-LIFE LPTEK W/WSHER [FSTENER #4] (2 PER STRP) 3 1/2 WLL PNEL THICKNESS ¹ ₄-14 x 1 ¹ ₄ LONG-LIFE S.D. W/WSHER [FSTENER #1E] (8 PER PNEL) 2 LONG TRI-BED TPE SELER PNEL RIBS OVER INSIDE CLOSURE GUTTER STRP 48 O.C. (MX.) METL INSIDE CLOSURE [HW-426] 3 x 3 EVE NGLE INSTLLTION NOTE: 1. PPLY TRI-BED TPE SELER CONTINUOUS LONG EVE NGLE. 2. TTCH INSIDE METL CLOSURE WITH ¹ ₄-14 x 1 S.D.S. W/WSHER [FSTENER #1]. 3. PPLY 10 LONG PIECE OF TRI-BED TPE SELER UP ND OVER THE INSIDE METL CLOSURE. 4. PPLY 2 LONG PIECE OF TRI-BED TPE SELER IN VERTICL LEG OF PNEL SEM. 5. IF THE PNELS HVE MINOR RIBS, PPLY MINOR RIB TPE SEL BETWEEN PNEL ND EVE TRIM OR GUTTER. 6. TTCH PNEL WITH ¹ ₄-14 x 1¹ ₄ LONG-LIFE W/WSHER IN THE FLT PNEL ND ONE ECH SIDE OF THE INSIDE METL CLOSURE (8) TOTL [FSTENER #1E]. ULTR-DEK PNEL DOUBLE-LOK PNEL MINOR RIB TPE SELER T LL MINOR RIBS [HW-512] PREPUNCHED HOLES IN PNEL ¹ ₄-14 x ⁷ ₈ LONG-LIFE LPTEK W/WSHER [FSTENER 12 O.C. SCULPTURED GUTTER PBR PNEL (FIELD CUT PNEL T EVE) x 2 ⁷ ₈ DECK SCREW [FSTENER E. HIGH RIB OF PBR PNEL TRI-BED TPE SELER [HW-504] ¹ ₄-14 x 1 SELF-DRILLER W/WSHER [FSTENER #1] (2 PER INSIDE CLOSURE) 1 3/8 WLL PNEL EVE STRUT SSR SYSTEM OVER PBR PNEL (Clip ttachment Detail) HIGH FLOTING CLIP [HW-2120] ULTR-DEK PNEL DOUBLE-LOK PNEL PBR PNEL ¹ ₄-14 x 1 SELF-DRILLER W/WSHER [FSTENER #1] (2 PER CLIP) 1 3/8 NR-42 SUBJECT TO CHNGE WITHOUT NOTICE SEE FOR CURRENT INFORMTION EFFECTIVE NOVEMBER 4, 2005

43 NuRoof DETILS SSR SYSTEM OVER PBR PNEL (Rake Detail) BUILDING DIM. 6 TRI-BED TPE SELER [HW-504] SCULPTURED RKE TRIM HIGH RKE SUPPORT NGLE [HW-7720] ¹ ₄-14 x 1 ¹ ₄ LONG-LIFE S.D. W/WSHER [FSTENER 24 O.C. ¹ ₄-14 x 1 ¹ ₄ SHOULDER TEK 2 SELF-DRILLER [FSTENER 24 O.C. (CENTER IN SLOT) ULTR-DEK PNEL DOUBLE-LOK PNEL PBR PNEL 1 3/8 RKE SLIDE [FL-115] 2 x 4 RKE NGLE ¹ ₄-14 x 1 SELF-DRILLER W/WSHER [FSTENER #1] E. ) ¹ ₄-14 x ⁷ ₈ LONG-LIFE LPTEK W/WSHER [FSTENER 12 O.C. FOM CLOSURE WLL PNEL SSR SYSTEM OVER PBR PNEL (Vented Ridge Detail) ROOF PITCH TRI-BED TPE SELER [HW-504] HIGH FLOTING CLIP [HW-2120] ULTR-DEK PNEL DOUBLE-LOK PNEL MX. 2 5 RIDGE FLSHING PERFORTED VENT DRIP [FL-254] DIE-FORMED RIDGE CP ¹ ₄-14 x 1 ¹ ₄ LONG-LIFE S.D. W/WSHER [FSTENER #1E] (3 PER PNEL) ¹ ₄-14 x ⁷ ₈ LONG-LIFE LPTEK W/WSHER [FSTENER 6 O.C. ¹ ₄-14 x ⁷ ₈ LONG-LIFE LPTEK W/WSHER [FSTENER 24 O.C. 12 ROOF PITCH ULTR-DEK PNEL DOUBLE-LOK PNEL MODIFIED BCKUP PLTE [HW-7760] 24 PNEL 1 3/8 ¹ ₄-14 x 1 SELF-DRILLER W/WSHER [FSTENER #1] (2 PER CLIP) TRI-BED TPE SELER CONT. CROSS PNEL [HW-504] ¹ ₄-14 x ⁵ ₈ LONG-LIFE TYPE B W/WSHER [FSTENER #46] (6 PER PNEL LOCTED IN PREPUNCHED HOLES IN PN OF PNEL) OUTSIDE CLOSURE [HW-430] 24 PNEL PBR PNEL EFFECTIVE NOVEMBER 4, 2005 SEE FOR CURRENT INFORMTION SUBJECT TO CHNGE WITHOUT NOTICE NR-43

44 DETILS NuRoof SSR SYSTEM OVER PBR PNEL (EndLap Detail) ¹ ₄-14 x 1 ¹ ₄ LONG-LIFE S.D. W/WSHER [FSTENER #1E] (2 PER ENDLP) 3/4 7 8 ¹ ₄-14 x ⁵ ₈ LONG-LIFE TYPE B W/WSHER [FSTENER #46] (6 PER PNEL LOCTED IN PREPUNCHED HOLES IN PN OF PNEL) FSTENER ENDLP ROOF PITCH ¹ ₄-14 x ⁵ ₈ LONG-LIFE TYPE B W/WSHER [FSTENER #46] (6 PER PNEL LOCTED IN PREPUNCHED HOLES IN PN OF PNEL) ULTR-DEK PNEL DOUBLE-LOK PNEL (PREPUNCHED) ULTR-DEK PNEL DOUBLE-LOK PNEL (PREPUNCHED) HIGH FLOTING CLIP [HW-2120] TRI-BED TPE SELER CONT. CROSS PNEL [HW-504] MODIFIED BCKUP PLTE [HW-7760] 24 PNEL 1 3/8 PBR PNEL ¹ ₄-14 x 1 SELF-DRILLER W/WSHER [FSTENER #1] (2 PER CLIP) NR-44 SUBJECT TO CHNGE WITHOUT NOTICE SEE FOR CURRENT INFORMTION EFFECTIVE NOVEMBER 4, 2005

45 NOTES EFFECTIVE NOVEMBER 4, 2005 SEE FOR CURRENT INFORMTION SUBJECT TO CHNGE WITHOUT NOTICE NR-45

46 NOTES NR-46 SUBJECT TO CHNGE WITHOUT NOTICE SEE FOR CURRENT INFORMTION EFFECTIVE NOVEMBER 4, 2005

47 NOTES EFFECTIVE NOVEMBER 4, 2005 SEE FOR CURRENT INFORMTION SUBJECT TO CHNGE WITHOUT NOTICE NR-47

48 Houston, TX del, G tlanta, G twater, C Dallas, TX West Hardy 1601 Rogers Road 2280 Monier venue 550 Industry Way 1804 Jack Mc Kay Blvd. P.O. Box P.O. Box 653 P.O. Box P.O. Box 793 P.O. Box 1210 Houston, TX del, G tlanta, G twater, C Ennis, TX / / / / / Indianapolis, IN Lubbock, TX Memphis, TN Oklahoma City, OK Omaha, NE 1780 McCall Drive 5711 East FM Highway 51 North 7000 S. Eastern venue 1011 Ellison venue P.O. Box 657 P.O. Box P.O. Box 366 P.O. Box P.O. Box Shelbyville, IN Lubbock, TX Hernando, MS Oklahoma City, OK Omaha, NE / / / / / Phoenix, Z Richmond, V Rome, NY Salt Lake City, UT San ntonio, TX Tampa, FL (Sales Office) 660 South 91st venue 801 South venue 6168 State Route West 2300 North 8677 I-10 East 402 N. Frontage Road P.O. Box 739 P.O. Box 239 P.O. Box 4141 P.O. Box P.O. Box 69 P.O. Box 2418 Tolleson, Z Colonial Heights, V Rome, NY Salt Lake City, UT Converse, TX Plant City, FL / / / / / / Litho in U.S /30M