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HomeMy WebLinkAboutProduct Evaluation ReportSep 07 07 10:45a Mark Ryan (904)241-9082 p.3 Nt I System PRODUCT EVALUATION REPORT PBU Wall Panel State of Florida Professional Engineer Terrence E. Wolfe, P.E. # 44923 2405-a S. Houston Ave., Suite 500 Humble, TX 77395 Validator_ Dan Farabaugh 515 Braddock Avenue Turtle Creek, PA 15145 ft • �. � a • NOV 0 3 2005 Sep 07 07 10:45a Mark Ryan (904)241-9082 Manufacturer: MBCI, L.P. a division of NCl, LP Houston 14031 west Hardy Houston, TX 77064 Lubbock 5711 FM-40 Lubbock, TX 79401 Oklahoma City 7000 S Eastern Ave. Oklahoma City, OK 73149 San Antonio 66771-10 East Converse, TX 78109 Atlanta 2280 Monier Ave. Lithia Springs, GA 30057 Tampa 402 N. Frontage Road PlantCily, FL33663 Richmond 801 South Ave. Colonial Heights, VA•23834 Indianapolis 1780 McCall Drive Shef Alle, IN 45176 Omaha 1 DI Ellison Ave. Omaha. NE 68110 Memphis 300 Highway 51 North Hernando, MS 38M Rome 6168 State Route 233 Rorne, NY 13440 Adel 1600 Rogers Road Adel, GA 31520 Phoenix 660 South 91m streat Tolleson, AZ 85353 Sall Lake City 1155 West2300 North Salt Lake City, UT 84116 Jackson 201 Apache Dr. Jackson, MS 39272 Midland Metals 61513R Ave E. Oskaloosa, IA 52577 Sep 07 07 10:459. Mark Ryan (904)241-9082 p.5 C Big.RapPds 660 North Bronson Ave Big Rapids, M149307-9311 Ahvebr 550 Industry way Atwater, CA 95301 Ennis 1804 Jack McKay Blvd. Ennis TX 75119 Nicholasville 6975 Danville Rd. NlcholasWile KY403411 SUBJECT: Cold formed, Structural through -fastened, steel wall panels/cladding. DESCRIPTION; PBU Panel - a 36", wide, through -fastened, structural, metal wall panel, available in 29-ga. (0.015), 26-ga.. (.019), 24-ga. (0.023"), and 22-ga. (0.029"). PBU is typically applied over open framing. CODE CRITERIA: Florida Building Code 2004 CHAPTER 22 STEEL SECTION 2209 ---- - ---COl.i�-FORMED-S�'EEL---- -- ---------- ----------------------------- 2209.1 Regular cold formed steel. The design of cold -formed carbon or low alloy steel structural members shall be in accordance with the North American Specification for the Design of Cold -Formed Steel Structural Members (AISI- IVASPFC). The design of cold -formed stainless -steel structural members shall be in accordance with ASCE 8. See attached Section Properties and Allowable Uniform Load tables. Sep 07 07 10:46a Mark Ryan (904)241-9082 p.6 AISI 2001 North American Specification for the Design of Cold -Formed Steel Structural Members (NASPEC 2001) Sections Applying to Walt Panel Design Values Commentary on NASPEC 2001 C. MEMBERS This Chapter provides the design requirements for (a) tension members, (b) flexural members, (c) concentrically loaded compression members, (d) combined axial load and bending, and (e) cylindrical tubular members. To simplify the use of the Specfcaddn, all design provisions for a given specific member type have been assembled in a particular section within the Specification. In general, a common nominal strength [resistance] equation is provided in the Specification for a given limit state with a required factor of safety (Q) for allowable strength design (ASD) and a resistance factor ((p) for load and resistance factor design (LRFD). C1. Properties of Sections The geometric properties of a member (i.e., area, moment of inertia, section modulus, radius of .gyration, etc.,) are evaluated using conventional methods of structural design. The properties are based upon either full crass -section dimensions, effective widths or, net section, as applicable. For the design of the tension members, the net section is employed when computing the nominal tensile strength of the axially loaded tension members. For flexural members and axially loaded compression members, both full and effective dimensions are used to compute sectional properties. The full dimensions are used when calculating ihe_critic al load or moment, while the effective dimensions, evaluated at the stress corresponding to the critical load, or moment, are used to calculate the nominal strength. For deflection calculation, the effective dimension should be determined for the compressive stress in the - element corresponding to the service load, Pekoz (1986a and 9986b) discussed this concept in more detail. Section 3 of Part I of the AISI Design Manual (AISI, 2003) deals with the calculation of sectional properties for C-sections, Z-sections, angles, hat sections, and decks.. C2. Tension Members Sep 07 07 10;46a Mark Ryan (904)241-9082 p.7 The design provisions of this section are given in Section C2 of the Appendices . C3. Flexural Members For the design of cold -formed steel flexural members, consideration should be given to several design features: (a) bending strength and serviceability, (b) shear strength of webs and combined bending and shear, (c) web crippling strength and combined bending and web crippling, and (d) bracing requirements.. For some cases, special consideration should also be given to shear lag and flange curling due to the use of thin material. The design provisions for Items (a), (b), and (c) are provided in Specification Section C3, while the requirements for lateral bracing are given in Specifrca#on Section D3. The treatments for flange curling and shear lag were discussed in Section 131.1 (b) and (c) of the Commentary, respectively. Example problems are given in Part 11 of the Manual (AISI, 2002). for the design of flexural members. C3.11 Bending C3.2 Shear C3.3 Combined Bending and Shear C3.4 Web Crippling Sep 07 07 10:47a' Mark Ryan (904)241-9082 .: LIMITATIONS OF USE FOR NON -HIGH VELOCITY HURRICANE ZONES Substrate: Steel Substrate Description: Structural members or sheathing designed by a Florida registered professional engineer and meeting the requirements of FBC 2004.. Substrate Attachment Designed by FL P.E. and in accordance with - FBC 2004. Fire Barrier. (Optionao Ye Georgia Pacific "Dens Deck", or 518" water resistant type X gypsum sheathing with treated core and facer, or manufacturer approved equal. Insulation: per manufacturer's instructions. Minimum Substrate Thickness: Designed by FL P.E. and in accordance with FBC 2004. Application: Install PBU Panel per the manufacturers approved details. Design Procedure: Based on the dimensions of the structure, appropriate loads are determined using Chapter 16 of the FBC.. Loads include, positive and negative wind load. These loads are compared to the Allowable Uniform Load Chart in order to determine the appropriate panel spanffastener spacing. Based on the tributary area of the attachment, the fastener load is determined. The fastener load is compared to the allowable fastener capacity (pullout and pullover) from the fastenermanufacfurees data sheet based on the substrate used. An appropriate factor of safety is applied to the calculation. If the initial fastener spacing is too great, it is reduced until the fastener capacity is shown to be adequate. Fastener spacings are typically reduced in the edge zones of the structure to account for greater wind loads.. NOY 0 3 2005 Sep 07 07 10:47a Mark Ryan (904)241-9082 p.9 ,, APPENDIX 1. Designtinstallation Manual 2, Panel Section Properties 3. Fastener Data Sheets --------------------- ------ ----------------------------------------- - Sep 07 Q7 10:47a Mark Ryan (904)241-9082 p,10 Houston: B771?13-8224 Lubho* TX: W007SB4=4 Roma; NY. BO01559.6224 Adel, GA: 8881448-8224 M n phis, T?k 880,206-=4 skit Lake CIVA Ur: 8001874.2404 Atlanta, GA: 8771s1243224 Otdahorns CUK OK: BDUW7-8224 San Antonio, TX: 8B01598-=4 Atwater, CA: S W829-9324 Omaha, NF: 80W458�=4 Tampa, FL Saba Mae. BQW5"V4 W112 , T)L• 800..%3-6224 Phoaft, AL 888533.8224 Indianepo8s, IN: BBof735.6224 Hlehmwd, VA: B0o.rm6224 Metal .Roof and Wall Systems B. "PBU" Panel 1. 'PBU" Panel Architect/Engineer Information ....................................... 9 2. "PBU" Panel Product Checklist .............................................. 11-12 C. Typical Details 1. Parapet High Side Eave.....................................................26 2. Parapet Rake .............................................. ..............27 3. Corner..........................................................-.......28 4. Corner Box .......................................................... .......29 5. Base............................................................ .........30 6. Head Jamb.......................................................... ...... 31 D. Installation Guidelines.........................................................32 © Copyright Metal Building Components, L.P. 20D2 All Rights Reserved For the most current information on our products and erection procedures, please check the MBCI web site at www.rrbol.com Descriptions and specifications contained herein were in effect at the time this publication was approved for printing. in a Contin- uing effort to refine and improve products, MEO reserves the right to discontinue products at any time or change specifications and/or designs without incurring obligation. To insure you have the latest information available, piesse inquire or visit our Web Site at www.mbci.com. Application details are for illustration purposes only and may not be appropriate for all environmental condi- tions, 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. - SUBJECTTO CHANGE WITHOUT NOTICE SEE www.mbci.com FOR CURRENT INFORMATION EFFECTIVE OCTOBER 28,202 1 Sep 07 07 10:48a Mark Ryan Houston; 817J713-M4 Lubbock, TX: atm/5e-M4 Adel, GA: 08e446-11J24 111h mphls, TN: eOMSa224 AtlanN, GA: WIS12.6224 Oktahorm+City. OK., BON974=4 Alwate, CA, BODBZM324 Oma1n, Nr= 800A581324 Dalian. T&SOW53-e224 Phoenix, AZ: asa533-=4 Indianapolis, IN: eoorms-s 24 Rtehmond, VA: SWIM-6224 Born, NY: amm9-=4 saa take car, ur: ODDW4-2404 Sap Antonio, TX: BOMBS-=4 Tarn^ F15ales Officen eo=596224 (904)241-9082 p.11 Metal Roof and Wall Systems ARCHITECT/ENGINEER INFORMATION 1. "PBU" panel is a structural roof and wall panel. This panel can be installed directly over purlins or joists. "PBU" panel is U L 90 rated per construction number 39. 2. "PBU" panel is recommended for 1:12 or greater roof slopes. 3. Field applied sealant is required at panel-sidelaps and endlaps. 4. "PBU" panel is a through -fastened panel. For proper fastener application, see page 13. The information in this manual is believed to be correct and accurate. It should not be used for any specific application without being reviewed by a registered professional engineer. GENERAL DESCRIPTION 360 6" I �44 s Coverage Width - 36" Minimum Slope -1:12 Panel Attachment - See page 13 Panel Substrate - Galvalume@ Gauge - 26 standard - 29, 24 and 22 also available Coatings - Galvalume Plus3i, Signature® 200* and Signature@ 300* PRODUCT SELECTION CHART GAUGE GALVALUME PLUS® SIGNATUREO200' SIGNATURE'S 300" 22 gauge 0 M N 24 gauge 0r 26 gauge • 29 gauge • - Available in any quantity. N - Minimum quantity may be required. `See Commercial/industrial color chart for available colors. Signature is a registered trademark of Metal Building Components,.L.P. GalvElurne and Galvalume Plus are registered and protected trademarks of BIEC Intemational, Inc. SUBJECTTO CHANLaE Wrr"OUT NOTICE SEE WWW.MbCi.com FOR CURRENT INFORMATION EFFECTIVE OCTOBER 28, 2OD2 9 Sep 07.07 10:48a "Mark Ryan (904)241-9082 p.12 Houston:5771713-W4 Ltibboch, Irk soo77W=4 Add, GA: W87446-6224 h1emphk, TN: soa406a224 AtfaMa, GA: 677/512-6224 OldahomaC f6 OK: 600597.6224 Atwate , CA: 0=828S024 Omaha, NE: MW458-6224 Dallas, Tx: eoo+es34224 Phoenfa,AZ- 8811MI3M24 Indianapolis, IN:6001735.8224 Wahmond W80OM"224 °PBU" Panef 36' 6'f- * 'Y4° "PBU" Panel ❑ Flat Ridge/Hip Flashing COLOR Specify Root Slope FL-38 ❑ Parapet High Side Eave L_ Specify Root Slope FL-874 ❑ Sculptured Hang -On Gutter 9/4° go*-* of '�jj '�I� Roof Pitch ^� DIM 90°+° of "a" Roof Pitch 4" * ¢„ Specify Roof Slope Gutter part at comer to be mitered. Specify Left or Right FL-C ❑ Rome, NY: SONOO.02M Salt LWoCI A Ur: e0aW4.24W San Armonk, TX- 60015t1 -=4 Tampa, FL Sake Office: 601 AII. 224 PRODUCT CHECKLIST Ridge Cap 11Ieta1 Roof and Wall Systems Sculptured High Side Eave COLOR'`` 4° 4" 1 eK' Specify Roof Pitch r High Eave part at corner to be mitered Specify Left or Rigtu FL-17 ❑ Valley Flashing Sculptured Rake SPECIFYANGLE' 5' 4� I I Ile" Standard 45°FL-556 ❑ SPECIFY ANGLE 4' Rake part at comer to be 45o mitered. Extended FL-558 ❑ Specify Left or Right FLA 5 ❑ Parapet Rake Eave Trim COLOR 3th° +-+ FL-954 ❑ Specify Roof slope FLA 9 ❑ Sculptured Eave Gutter Gilder Strap COLOR�� 1" i' *31h"—* 4" 90°+° of — "\ FL-893 ❑ Roof Pitch DIM Griller End 9Atl — q 90 +° of Specify Root slope Roof Pitch Gutter pan at comer to be mitered. Specify Left or Right Specify Left or Right - FL-512 ❑ Specify Gutter Part No. OFL-18AU SUBJECT TO CHANGE WITHOUT NOTICE SEE www.mbc!.COM FOR CURRENTINFonw-nON EFFECTIVE OCTOBER 28, 2002 11 Sep 07 07 10:49a Mark Ryan Metal Roof and Wall Sistems Houston: B7717136=4 Adel, GA: 8881446-=4 Ally rite. GA: 6771512.6224 Atwater, CA: BO01829-9324 Dallae, TX: eoo&53JM4 indlanapolle, IN: 80=5.6224 (904)241-9082 p,13 LubbOGS TX: 80ar758.6224 Rorrle, MY. 80559.6244 Memphis, TN: 89008-M4 Sak Lake City, UT: 500V874-24a4 Oidahoma City, OIL, 800IS97-6224 San Antonio, TX: Bp8I698-6224 Omaha, NE. 800l468-6224 Tampa, FL Sales Off os: 80009-5224 Phoenb:.AZ: 988MM224 Richmond, VA: 8007/2N= PRODUCT CHECKLIST Inside Comer Trim Downspouts Comer Trim - Outside 3" —'f `r 3, R� "�'I_.jk� �4` COLOR� 3j�m� 3" COLOR 3kr5A'd''M FL-31 - Straight ❑ FL-B10 ❑ FL-31A - With Kick -Out ❑ FL-840 ❑ Base Trim (With Sheeting Notch) Base Trim (Without Sheeting Notch) Jamb Trim COLOR 1�e' COLOR 2" I, COLOR f _ T 2 %. — 3/a" 7j'T' 13/4" 450 FL-72 ❑ FL-530 ❑ FL-21 ❑ Fasteners LTP Head Trim 12-14 X 11/4' Driller # 17A ❑ 1/4"-14 X'/s" Lap Tek 44A ❑ ' -- -- --- ---- - - - --- - ---- --- --- ---- - - - - ---- - --- - - 12-14 X 1 %4" 6 3 Long Life Driller ❑ 1 v<'-14X7�a" Non -Reinforced Fiberglass ❑ COLOR" ,- 1" Long Life Lap Tek High Strength Fiberglass ❑ ❑ High Strength AcryLiUU.V. Resistant ❑ FL-514A ❑ Fasteners 1/4"-14 X 11/4" Driller Sealant ti 1/2' X %2" HW-507 ❑ Closures Inside HW-459 ❑ with 11/e"O.D. washer 1�" x 1&' #43 ❑ �� Tri-Bead HW-504 ❑ TRI-BEAD +/4"-14 X 7" Lap Tek TRIPLE BEAD Triple Bead Outside HW-460 ❑ with 11/e"O.D. washer HW-502 ❑ Beveled Inside ❑ #440 ❑ lz;k Urethane White !i X zYk SWrdess HW-540 Steel Pop Rivet TUBE SEALANT 11 OZ Other Colors Available Beveled Outside' {Y14 NOTE: 25Per tube at bead ❑ ' ❑ 'Special order -requires Iwo -week lead time - - - 12 SUWECTTO CHANGE WITHOUT NOTICE sEE www.mbci.com FOR CURRENT INFORMATION EFFECTIVE OCTOBER 28. 2002 Sep 07.07 10:49a Mark Ryan C Metal Roof and Wald Systems WALL PANEL FASTENER #3 FASTENER #4 @EACH MAJOR RIB FASTENER #3 6 EACH PER PANEL "P8R",'PBU" PANEL (904)241-9082 p.14 Hem tW : STM 3-=4 Lubbock, TX: SMaSB-8=4 Home. NY: BW559�=4 Adel, GA: 888448-6224 U mphle, M: 80=8.6224 Soft Lake City, U'r: WOW4.24D4 AUame, GA: an1512-=4 Oklahoma City, OX: COW074M San AMOnic, TX, 8DOWEI-EM Alwelar, CA: B00JI828.8324 Omaha, HE SM956.6224 Tampa, FL Saks ONke: 808rd58.1=4 Dalla%TX.,SOW 53-1=4 Mani);AZ: 68W53+-6224 Indlanapalle, IN, DOW 5.8224 RlehmmA VA: eowm-M TYPICAL DETAILS Parapet High Side Eave PARAPET HIGH SIDE EAVE FLASHING FASTENER #4 @EACH MAJOR RIB OUTSIDE CLOSURE ---� "PBR "PBU' PANEL 0 O OUTSIDE CLOSURE 0 PARAPET HIGH SIDE EAVE FLASHING r—GIRT WALL PANEL GIRT INSIDE CLOSURE thox:" TAPE SEALER FASTENER 43 6 EACH PER PANEL PURLIN IN, X 9/32.. TAPE SEALER PURLIN NOTES: 1. Install outside closure, with 1/2" x 3/a? tape sealer top and bottom, across width of "PBR", "PBU" panels. 2. Install parapet high side trim to "PBR", "P W panels at each major rib with Fastener#4 ("/4'-14 X T/a' Long Life Lap Teks). Trim should overhang outside closures'/2 - 1". 3. Attach top leg of parapet high side trim to wall with fasteners as required for wall substrate. 4. Trim laps should overlap approximately 3' with a bead of urethane sealant in between. Install a sufficient amount of pop rivets to hold lap together. 26 SUBJECT TO CHANGE WrrHOUT NOTICE SEE www.mbci.com FOR CURRENT INFORMATION EFFECTIVE OCTOBER 28, 2002 Sep 07 07 10:50a Mark Ryan Houston: Bn/71343224 Lubbock, TX: BODl7534=4 -Ads[, GA BBams4224 7Aamphis, IN- BW12 54=4 Allarda, t"A'. 877/512.6224 Oklahoma tly OK: BOD/507-M4 Atwater, CA. BOD/52"324 Omaha, NE. SWAM-M4 Dallas, TX* 8O01ss3-=4 Phoenb, AZ:8OBS33-GM Indlenspolis, ft SOW7354M24 Ah2tmond, VA: 13 28-BA24 PARE FASTENER A 12' O.C. 1h" X TAPE „PBR PANEL FASTENER #17A EACH PURUN Rome, NT: 80WS594M Salt Lake CRY, OF 800214-2404 San Antonio, 7x: BOW5115-M4 Tampa, FL Sales Office., BDo13s0-s=4 TYPICAL DETAILS Parapet Rafe (904)241-9082 p,15 C Metal Roof and Wall Systems. ISIDE CLOSURE FASTENER #14 POP RIVET (2 PER TRIM PIECE) FASTENER #3 FIELD BEND V LEG, NOTES: Beginning on Module 1. install 1h" x 3/32" tape sealer to top of "PBR". "PBU" panel rib. 2. Install parapet rake trim to "PER", "PBU" panel rib with Fastener #4 (1/4%14 X 7/s" Long Life Lap Teks) at 1'•0" on center. 3. Attach top leg of parapet rake trim to 2" X P angle with Fastener #14 pop rivet. Elevate horizontal leg of parapet trim slightly, to provide for positive drainage of water. 4. Trim laps should overlap approximately 3' with a bead of urethane sealant in between. Install a sufficient amount of Fastener #14 pop rivets to hold lap together. Finishing off Module 1. Cut and bend a 1" leg on "PBR", "PEW panel 2. Install 1/2' x 2/32" tape sealer to top of "PBR", "PBU" panel. 3. Install parapet rake trim to "PBR", "PBU" panel with Fastener#4 (1/4"-14 X 7/a' Long Life Lap Teks) at 6" on center_ 4. Attach top leg of parapet rake trim to 2" X 4" angle with pop rivets. Elevate horizontal leg of parapet trim slightly, to provide for positive drainage of water. 5. Trim laps should overlap approximately 3" with a bead of urethane sealant in between. Install a sufficient amount of Fastener#14 pop rivets to hold lap together. SUBJECT TO CHANGE WITHOUT NOTICE SEE www.mbcil.com FOR CURRENT INFORMATION EFFECTIVE OCTOBER 28. 2002 27 Sep 07, 07 10:51a Mark Ryan 0 INS �FWIOEO �110- two R Metal Roof and Wall Systems liouslon: M.7134=4 Adel, GA: SM448.8224 Atlatfe, GA: 077412-=4 AftvxW, CA: 8O0.'B29.8724 Dathm TX: 9n0l8834= Indianapolis. IN: 80W/35 6224 (904)241-9082 p,16 Uubbodc, TX: WW68-24 Rome, NY: 880559 =4 Memphis, TN: BOOM 4=4 Salt Laks Chy, UT: SOM74.2404 Oldahoma Mt% GK: B00W7-s224 San Antonio, TX, 600598G224 Omaha, NE: WDA53`=4 Tamps, FL Sales Office: 80=69,E 4 phoenix, AZ 8885334=4 Rkhmcnd, VA: 800172"224 TYPICAL DETAILS Corner "PBR", "PBU" PANEL--,t •-•--OUTSIDE CORNER - —_-- TRIM 1 I. 1 �` CI � Y FASTENER #4 r ' 24. O.C. i ji i I I ram•=�.--•--__------- �=r=-�=—_::=: =- `---_, I. "PBR", "PBU" PANEL '.I FASTENER #4 24' O.C. j i NOTES. 1 _ Install comer trim with Fastener #4 (114 -14 X Tls" Long Life Lap Tek) fastener Z-0" O.C. 26 SUBJECTTO CHANGE WITHOUT NOTICE SEE www.mbci.com FOR CURRENT INFORMATION EFFECTIVE OCTOBER 2B, 2002 Sep 07 07 10;52d Mark Ryan Houston: 8771713-=4 Lubbooh, TX: BO07758-?24 A8e1. GA: BB814415.1=4 Memphis. Tit 800R05•=4 Atlanta, GA: 8771512-M4 Oklat►ame Clty. ON: W015974224 Atwater, CA: WOM29.9324 Omaha, NE: 60014SSTM4 Dabs, TX: 803f653-6224 Phoenix, AZ 8881593-=4 Indlanapoils, IN: 900773S-=4 Richmond, VA: 800772MZ24 SCULPTURED EAVE GUTTER (MITERED) (904)241-9082 p,17 FOAM, 41Y:800WW6224 000321111111aft Salt Lake Cdy, UT: I W4-24M San Antonio. TX, 80e759&6224 Tampa, FLSaias Office: 8WMG9.6224 C Metal Roo, f and mall Systems TYPICAL DETAILS Corner Box NOTES: t . Gutter and rake trim must he ordered with a left and right mitered and, To determine left or right, stand on ground and look toward eave. Roof slope must also be specified. SUBJECT TO CHANGE WITHOUT 140TICE SEE www.mbci.Com FOR CURRENT INFORMATION EFFECTIVE OCTOBER 28, 2002 29 Sep 07 07 10:52a Mark Ryan Metal Roof and Wall Systems (904)241 -9082 p.18 Heaston: 877f71343224 Lubbock, TX 800f/58•6124 ROM, NY: 800559-6224 Adel, GA.: SW446.8224 8famph1%TI4:800=1&6 44 Salt LW* City, U-P 600,'874-2404 Afttfe, GA: 8TTIS12.6224 OkMoma City, OK: 8DOW7-=4 San Atttonlo, TX: 8DO1598-M4 Atwetw, CA: BON628-9324 Omaha, NE: 80096B-=4 Tampa, FL Sates Of60e: 8001=-6224 Wins, TX: 8OW653-6224 Phoen1z.A$ 8M83-W4 Indianapolis, IN: 8OMS-s224 Richmond, VA: 8001129-622a TYPICAL DETAILS Base "PBR", "PBU' PANEL DOUBLE-FACED TAPE "PBR-, "PBU" PANEL Y DOUBLE-FACED - - TAPE BASE TRIM --- F NOTES: 1. Wall with vinyl insulation, pull back fiberglass approximately 4" pull over end and staple. Apply double face tape to base angle and slick insulation to it before applying panel and fastening with Fastener #3 (;'4 -14 x 1114" Long Life Driller), six each per panel. 2. Should base trim be desired, temporarily attach trim to base angle with two Fastener #14 pop rivets until panels are installed. 30 SUBJECT TO CHANGE WITHOUT NOTICE SEE www.nribcLicom FOR CURRENT INFORMATION EFFECTIVE OCTOBER 28, 2D02 Sep 07 0.7 10:53a Mark Ryan (904)241-9082 p.19 Houston: 8771713.6224 Adel, GA: BM448-8224 A*nta, GA: enlw-M4 A"Wer, CA: WM9.9324 Oellne, 7X: 8001853-e224 Indlenepolic, IN: 800f/354=4 LObbod; TX: W0055-=4 Mempht9671L• 800288.6224 OldahOmaC4 Olt 8aW557-S?24 Omaha, NE:130458-W4 Phoenix. AZ: B881533.=4 Rlw,m=4 VA: B00/r29-8224 Rome, NY: 83OW9-=4 Salt lake City, UT. SWW4-2404 San Antonia, TX: 8805a8-M24 19AM44w Tampa, FL Sara$ Oftke: 8Wr4%-M4 n Metal Roof and Wall Systems TYPICAL DETAILS Head / Jamb =.SN E R _ "PBR', 'PBU' PANEL .IAMB—�:1.�.-�•.=1,r,!`. H I.-.[ T 'PBR', "PBU" PANEL -- F%.S � %i•7�? l — NOTES: 1. Install Jamb and Head Trim with pop rivets as required to support flashing during panel installation.-- - - SUBJECT TO CHANGE WITHOUT NOTICE SEE WWW.MbCI.COM FOR CURRENT INFORMATION EFFECTIVE OCTOBER 28, 2002 31 Sep 07 07 10:53a Mark Ryan JIMICR Metal Roof and Tall Systems Hwamm Sn/7134i224 Add, GA: 9W"64=4 Atlanta, GA; 877J512.8224 Abxatm, CA: 800162M324 Q,7ilie, TX: 80016634=4 Indianapolis, IM MW358224 (904)241-9082 p.20 Wbbock TX: BOWS84=4 Flom, I'M 800I559.6224 Remph1s,1T4: 800206-6224 Sett Lake Clty% lfL• WO,374.2404 Oldehome Ctt%OK: W01597-8224 San Antonio, TX. O W598-8224 Omaha, NE: OOW456-M4 Tampa, FL Sales Office: 000059.0224 Phoonix, AZ: 88915.*-=4 Richmond, VA; DOW129-6924 INSTALLATION GUIDELINES I. Pre -Order A. Prior to ordering panels, all dimensions should be confirmed by field measurement. II. Job Site Storage and Handling A. Check the shipment against the shipping list. B. Damaged material must be noted on bill of lading. C. Panels should be handled carefully. A spreader bar of appropriate length is recommended for hoisting. D. Check to see that moisture has not formed inside the bundles during shipment. If moisture is present, panels should be wiped dry, then restacked and loosely covered so that air can circulate between the panels. Ill. Application Checklist A. Check substructure for proper alignment and uniformity to avoid panel distortion. B. Periodic check of panel alignment is crucial to proper panel installation. C. For proper appearance, ribs should line up at hips, valleys and ridges. D. Panels should be cut on ground to minimize cut filings on roof. Keep panels clean during installation. Do not allow panels to come into contact with water runoff from lead, copper or graphite. 32 SUBJECT TO CHANGE WITHOUT NOTICE SEE www.mbci.com FOR CURRENT INFORMATION EFFECTIVE OCTOBER 28, 2002 Sep 07 07 10:54a Mark Ryan (904)241-9082 p.21 Metal Roof and Wall Systems H0u3fD¢ 6nff rJ4 774 Lbhod4 M. p'm a56S224 Rome, NY. MW553-13224 Add. a , 281W44&=4 Ilknyhhh TN:110005am SaitLIM CCy. UL BOW8T4.24W AUmh. GA: BrMI211II4 ouvwma OW,, o1C aa9w 4ma San Ardmri4 TX:90uf eo-=4 Atwatff,CA:MaBW4324 Omaha, NE aea45MMM Tampa. FL Salts OrfiecDOW-%.5224 rlalda, TX: aao4042H Phae+lr, AZ• UZW3- I24 kK9WWPotf>S,U&WWrLS6Y14 R 4W1:6Wr'6M PANEL FASTENER LOCATIONS Onterier of Panel) PBU PANEL PBC PANEL ijSee Note 4 Below) PBD PANEL 7.2 PANEL ZAPANEL 1 __J—.—_-- APPLICATION —> PREVAILING VAND NOTES: 1. PBR, PBU, PBC, PBD, and PBA have unsymmetrical purfin bearing side lap legs. (Panel Side lap with extended foot io bear on framing) However, where possUe, the panel should be lapped against prevailing wind 2. The above are typical fastener spacings. However, they may not be appropriate torah applicafrons. Consult a professional engineer for use on any specific application. 3 Minimum W X %1 tape sealer required at panel side laps when used as roof panels.. 4 Side lap fasteners are required Typical spacing is 20' 0 C. However, this spacing may not be appropriate for all applications, Consult a professional engineer for use on any specific application. 5. It is not moommended that PBC be used. far roof applications. However, if PBC Panel is used as a roof panel, it should be lapped two Com►gations, Please remember that when PBC Panel is lapped two corrugations, you are not achieving a 3r panel coverage and may, need to order additional panels. 'dl!hen used in a vrall application, PBC Panel may be lapped one Corrugation. in this apprxation, the panel Coverage will be 32 Panel attachment fasteners with ahead or washer diameter over tip" may cause dimpling of the panels. C7-18 SUSJECTTOCHANGEINfTHOLUNOTICE sEEwwwmbOs.comFop cuRRENTINFORMATION EFFECTIVE OCTOBER 20M Sep 07 07 10:55a Mark Ryan HotaEon:117N7134=4 LLbbooxTx:30W58aM Adel. GP.60446M pmempt&%TN:8Wr&54S224 AdanL, OA: p7715124W4 OkW oms City, Ott: el0MSIMEEN Abmafg; CA Bea0129eVA Omaha. N& eI)IM45 2M oa-,- TZ80u5&m l phomh:.AZ:55W&n4= Indanapolts, Or: WWM54=4 RkhMWW. VA' 3WIr?A24 Rome, MY: titIN M sm Salt Labe Ots UT: M%74-2401 Sim Ardodo, TM NW-48 a724 Tampa. FLSaW%0ffloca1=69=4 (904)241-9082 p.22 Metal Roo, f and 33'alI Systems PANEL FASTENER LOCATIONS (Panel Ends) PBR PBC PANEL (See Note 4 Below) PBQ PANEL 7.2 PANEL PBA PANEL APPLICATION PREVAILING WIND �— NOTES: t . PBFt. PBU, PBC, PBD, and PBA have unsymmetrical pudin bearing side lap legs (Panel Side lap with extended foot to bear on framing) However, where possible, the panel should be lapped against prevailing wind. 2. The above are typical fastener spacings_ However, they may not be appropriate for all applications. Consent a professional engineer for use on any specific application, 3. Minimum W X W tape sealer required at panel side laps when used as root panels. 4. Side lap fasteners are required. Typical spacing is 20' O.C. However, this spacing may not be appropriate for sill applications. Consult a professional engineer foruse on any specific application. 5. ft is Trot recommended that PBC be used for roof applications. However, If PBC Panel is used as a roof panel. it should be lapped two corrugations Please remember that when PBC Panel is lapped two corrugations, you are not achieving a 32" panel coverage and may need to order additional panels. When used in a wall application, PBC Panel may be lapped one Corrugation. In this application, the paned coverage vh l be 32". Panel attachment fasteners with a head orwasher diameter over 1'may cause dimpling of the panels. SUBJECTTOCHANGE V%THOUTMCMCE SEEwww..,mbcl.GOm FOR CURRENTiNFORMAT10N EFFECTIVE OCTOBER 2005 047 Sep 07 07,10;55a . Mark Ryan (904)241-9082 p.23 iimstan:a77l1134724 Lt6b kT&8D6=-W4 Add,GNSW&&4M Werrp}t1;7W50W2D"?24 A11vt s GA: UM12-UN Oldahoera ** 0K eep9er.6224 Arrdl+r: Ck sooe2sa= Or> . NE 400Msas2u Dellad, 7X a messAm �� u tlearssssa4 1M-m�t z9w tilclln w4lr' dDWFZ%-82X p=e% f&.. eaa1.9d9 b224 CN L2ft qy 11E BMV4.2404 5=AFSWta T7C WVAB MM Tampa m51des01nce: nwszma PBU PANEL 3T 2k r3W Metal Roof and Watt syrte»ls S07M PROPEUES NEG4TNEB8'DI[+1G POSf1R►E BFHMNG PANS WQGKr We Sxe I Maxo boe sm N31FT. ilr13x0 P-IN GAUGE 0.75 O.Ot12 uiT: G.D2311 !OP-iN. 0.8579 NrFlrT 0.016 0.0270 0.9714 29 26 Sir So 0.94 0.0304 D.D51 1.946 00371 0.0374 1.3456 24 b O4 .D3i 0.0555 7.681E 0-0301 00701 1 21697 O.Otte 0754 0. 22565 22 rtnettm of oeld-Formed Steel StnieEiral �rt6e�s - A2 S.: - Fy Is n0-W reduced t0 60-10 in accordant- wntn v NXEM 1. odmj b= for Me pmp-U- of PBU Panda We ealoulated in a=cnjance with the 20M editb of the dlmth AAwi= Sppetificefiort Fdr Design Of Caid Fomsd Steil Sttudtusl Wlelrbars 2 bceisforddkddantlalam*eltml. 3. 3= is for bentffn9. 4 tul�cos atowabte btu lrorterd S. Allvalues meforonefoofdpandWft- The Engi neeft data cwtamed herein is for the expmssed use of CnmlOr m and **Ign proleAa mats. AhM with this dale. itis re=nveruled tm 1he design prdfessbnal nova a cM of Ure npMcanc mvcmW of ere AWM Anlalcon she do for the Design ofCold-Formed steer Shwft ar his b ers PubUhad by tale AmerEan inn oral irefdtle fefasidaie desgla Uh Speadtealion camaftts the design rrb:& for eekl-fawad emel aorrponents Amng W iut are Spwl carbfr. tm dmOner slrouW rafororvco *m moat c u v t! I ' r g coda epprrahle to the projaetphsfb in aderto dtrbrmne enviaanerttal bads. C furOneo Womn6anorgnidancer-o' , gcdd-formedmslgnpracticesisdesied.pleaseeontaclthemeWWIIaar '',11$15111l1 �+++�I, GF- F, to Z6 GE�t :4�r . t NOV 0 3 2D05 SUB IECTTOCHANGE WITHOUT NOTICE SEE WyVw.mbci.com FOR CURRENT INFORMATION EFFEOTIvE OCTOBER E0M CA-7 Sep 07 ,07 10:56a Mark Ryan (904)241-9082 p.24 Metal Roofand Wall Solems tramtaa: a7rrr,S.ei7A twpo� YX ppyr5e.a7z, fesnptaa, IN: em7aU2N Rmn.,►m:e9orss9.axx4 Sam Lake C4%jM tWW4.24w Add ra eeeg4eanc AtbMa.Gfl:efrt5t2G124 0ldatwenCB%c&-xvSWAz4 StnArdonlic I7L•OmJ595.1=4 Atrate; CA: BOW82.N)*4 Oenhk NE: EOo WWA 71mpa. FL Saks OIRce:80a7a9-=4 D4113%7JL•5=51-=4 PbDcn1r,=e891S338724 I$daxapoils, IN: a00R854M itemlma VA: ee9rR9ea4 PBU PANEL ALLOWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOT 29fa =SO SPAN7YPE LONDTYPE • SPAN IN FFFT 3.9 4.0 1 5.0 6A 7.0 80 9A SINGLE tEtalL71VEWMLOAD WELpp TIMI ILK-kTW JMLDAD 63.5 51.6 72.0 35.7 21.9 40_5 229 11.2 25.9 15.9 6,5 18.0 11.7 4.1 02 89 2.7 10.1 7.1 19 8.0 2-SPAN LWELOADNISIXICT0N 63.5 35.7 22.9 15.6 9.8 6.6 4.6 10.0 3-SPAN P� D IAAD 11VELDADFDERj=0N NEGATIYEWIt�D LOAD LtvEL�6 ON 89.9 79.4 84 0 5D.6 412 472 32A 21.1 302 22.5 122 21.0 t6.5 7.7 15.4 12.6 5.2 11.8 3.6 1.3 742 141.7 22A 1 13.0 1 82 5.5 1 3.9 26 Gaup - 60 SPANTWE I L.OADTlPE SPAN INF1�T 3.0 4.0 SU 6.0 7.0 80 9.0 NEGATIVEWIIDLDAD 92.5 52.0 33.3 23.1 17.0 13.0 10.3 .tc LIVELOADMER-IM LON 76.8 32.0 16.4 9.5 6.0 4.0 2.8 108.E 61.1 39.1 272 2D.0 15.3 12.1 2-WAN LyVELOAWpl3iEMICN NEGATIVIEWINDLOAD 92.5 Szo 33.3 22.8 14.4 9.6 6.8 135.8 78A 48.9 33.9 24.9 19.1 16.1 3-SPAN LWEELDADMER.IW 10N 115.5 80.3 30.9 17.0 11-3 7.5 5$ MIMEWWOLOAD 125.8 T13 45.6 31.7 23.3 17.8 14A 4-SPAN LLVELOAFSIDEJ•I.BCTION 108A 6D.7 32.8 t9.D 11.9 8.0 5.6 24Ce aSOF6 SPAN7Y E LOAOTYPE SPAR IN F1�T 3.0 4.0 SA 6.0 7.0 SA 9A NWAMEWINDWAD 109.6 61.7 30.5 27.4 20.1 15.4 122 SINGLE LIVE LIDAW)SUrTICIN 100 4 47-3 21.7 12.5 7.9 5.3 3.7 NMk71VE WM LWID 123.1 692 44.3 30.8 22.6 17.3 13.7 2-SPAN LIVE LOAD E111 L10N 108.E 61.7 39.5 27.4 19.0 12.7 9.0 153.9 56.6 55.4 38.5 28.3 21.8 17.1 3-SPAN LWELOADDf3LT10N 137.0 77.11�9 2 .7 14-9 10.20 N&iIVEWIPDOAD 149.7 8, 5]7 .9 26.4 20 1780 .0 "PM LWELOADMISU CII0N 127.9 72.0 1 43A 25.1 16.8 10.6 7A 22 Ga = 50 KSO SPANTYPE L.DAD TYPE SPAN IN F>�T 3A 4.05A 6.0 7J7 SA 9.0 _ MIGIArnEW NDLOAD 1622 91.2 58A 4DA 299 SINGLE LIVELOADII ON 135.6 67.2 29.3 17A 10.7 72 5.17 NESATWE WID D LOAD 167.1 94.0 602 41.8 30.7 23.5 t8.6 2-SPAN ILIVELDA005U51MICIN I ISO.$ D1.2 58.4 4D.6 25.7 17.2 t21 NEikIMW1NDLOAD 208.9 117.5 762 522 38.4 29A 232 3-SPAN LNELOADIDEFI-W IN 197.2 108.0 55 3 32.0 20.1 13b 9.5 NEGATIVEWINDLOAD 19b.1 ]09.7 702 48.8 35.8 27.4 2t.7 4-SPAN UVELOAMDiiI.LMON 1862 1DB.5 58.7 34A 21.4 143 i NOMM 1} ABowabie bads am based an unronnspen Weft mrd Fy ■ 50 and SD-ksi 2) LNELOAD'ts iffted by bending, sheer, eombned shear a bending and web ettpp&v 3) NEGATIVEUNDLO4D does not cmdWn a 3&393'!" Inereese and does not cons Fdeifastenor Puttout or Pnllo"If 41 Abave bads ctmsider a mmdwmdelfectbn raW of L/180. 5) Iles w eghf of am panel has not bean dedaetad fromthe allowable beds 6) IM use of mry accessories otherttmi those provided by U*TamufacOder may damage panels_ void a1 www titrs and w f1 t 71 Thk tna�[� subiect fochannewthrn8 none. Pie caldactABGlfarmastcur�nt� -nm Enghwing data cw4aned her9h Is fortiae expressed use of eustonlcs and design prale9storraI Ahrlpwlhtft data. i0 p:afess'cnai have a copy of tta`nnst currant version orthe NDM Amadcan Speefhoe6o4lbr fn9 Dssfgn at COldf;cvMcd 3MW the ArrerfoenVanand SteelistMetofaeIIetedarign.ibisSpocftWoncwdna thadesigncriarbfor cold -forted stem cosy Speaicu m. the desknwr shoM relareneethe most cdrrerrt buelhp txdeepafoabbtothe protect poste h order to deternt m kdornetion orguEance regWdit Cold -toned design piaeeces s desired. pkrase comaw the rrmrdpcarar. CI-8 SUB JECT TO CHANGE VATHOUTNOTICE sEEwwwmbci.comFOR CURRENT INFORMATION *� •e•..aa If �#rE 3 •in y • g77f� • r t► !ll V a � N eded atthedeso �: be mrntVj4• •��` '4! °"r°""+yti �n�� ofififa {} 3 2005 EFFECTIVE OCTO '� {•'' CD j o 4 O ti FASTENER PERFORMANCI _1E EVALUATION co ID REF: DWG P-359A I "A" CONSTRUCTION 00 PT. DIA. (#2 PT.): MAJOR DIAMETER: MINOR DIAMETER: HEAD — ACROSS_ FLATS (5/16" A,F.): HEAD - ACROSS FEATS (3/8" A.F. : PULL OUT STRENGTH TEST METHOD (T-750) .198/.193 .246/.240 .192/.185 .308/.305 .375/.367 ALLOY DESIGNATION- HR Y%W SRIENU M 07 KS uu6 A36 RS YnD *REWM 64 K9 ICKNESS 059 ,074 .105 3 16 V U 803 312 2088 25 PULL OVER STRENGTH j TEST METHOD (T-751) .46,7 FASTENERS, INC. .437 " 1 /4-14 HWH PLATED STEEL —� SELF DRILL FASTENER #2 PT. ` LENGTH "A" (3/8 AF): 1 " ; 1 1 /2" LENGTH "A" (5/16 AF): 1 1 /4"; 1 1 /2" NOM. TENSILE STRENGTH: 38U0 L 3S MIN. TORSIONAL STRENGTH: 150 IN-LI35 NOM. SHEAR STRENGTH: 2850 LBS SHEAR OF ASSEMBLY TEST METHOD (T-759) ALLOY DESIGNATION AZ55 GALVALUME HRS THIC NESS 1 .015 L.019 L.023 1.031 1.035-1.049 059 • .074 2 .015 .019 3 1 Q31049 59 .07 VALUE 192 1252 657 1 840 141611490, WASHER ALLOY DESIGNATION AZ55 GALVALUME THICKNESS 1.015 .019 .023 .031 .035 .049 1TELD STRENGTH (KSQ 80 40 40 40 40 '40 ZAC VALUE 502 794 1310 1647 1500* 200d i 5mm O.D. BONDED WASHER VALUE 447 616 684 1079 1241 1687 NONE VALUE j 370 502 764 920 1064 1655 CH-G3 6-12-98 * ZAC FAILURE TECHNICM DATA PRONDED HEREIN 15 TO BE USED AS A GUIDE FOR TYPICAL SIRENGTH CRAIVY ERISTICS ONLY. ALL STRENGTH VALUES SHOWN ARE UL'UMKIE VALUES. EXPRESSED IN POUNDS. AN APPROPRIATE FACTOR OF SAFETY MUST BE APPLIED BY THE 'USER TO OBTAJH ALLOWABLE ULNAS FOR DESIGN. PUIL OUT DATA SHOWN HEREIN IS DOC►RIE M ON LAB TEST REPORT 3105.97 PULL OVER DATA SHOWN HEREIN 19 DOCUMENNI) OR LAD TEST REPORT 3095,97 SHEAR OF ASSEMBLY WA SHOWN HEREIN 5 OOOULLEHTED ON LAB TEST REPORT 3054.97 77 0 4 N 0 00 N N cn �'� �= ' �1: iq�3q.: m�f: �� �m • rrJ per+ �. FASTENER PERFORMANCE EVALUATION REF: DWG. P-730A "A" - "?;, r; r, Lood-4 ,I PT. DIA. .170%.165 MAJOR DIAMETER .2151.209 MINOR DIAMETER .164/, .157 HEAD -- ACROSS FLATS .308/.305 PULL. OUT STRENGTH TEST METHOR (T-75o) CONSTRubnoN .437 FASTENERS` INC. .467 #12-14 HWH PLATED STEEL SELF DRILLING FASTENER (#1 2 IM PAX) #2 PT. LENGTH "A": 3/4 1 "; 1 1 /4", 1 1 /2"; 2"; 2 1 /2"; 3"; 4'' NOM, TENSILE STRENGTH: 2900 LBS MIN. TORSIONAL STRENGTH: 92 IN--LBS NOM. SHEAR STRENGTH: 2050 LBS MAT'L I RS 57 KSI MIN.YIELDSTRENGTH AZ55 GALVALUME 1Hid(HF�9Rn .059 L.P74 1.105 .015 1.019 1.023 1.031 1.035 .049 PULL OVER STRENGTH TEST METHoP (T-751) SHEAR OF ASSEMBLY TEST METHOD (T-750) MAT'L ,,,"m, AZ55 GALVALUME n.awEss t .059 .074 .015 .019 .023 .031 .035 ,049 ramm a .059 .074 .015 .019 .023 .031 .035 .049 vx -,4 604 115811371153126950 418 8 ALLOY DESIGNATION IAZ55 GALVALUME WASHER THICKNESS .0;) 5 .019 .023 1.031 .035 .049 YIELD STRENGTH (KSI) p0 401 40 40 40 40 ZAC VALUE (ems- LILT.) 6,65 932 1500 1883 1500 * 1500* BONDED WASHER 15mm 0.[3, VALUE (Les. um) 542 i 654 1056 1247 1390 1842 NONE VALUE (LBs. ULT.) 462 570 901 . 1148 1295 1866 CH 48 ZAC FAILURE TECHNXAL DATA PROVIDED HEREIN 13 TO DE USED AS A GUIDE FOR TYPICAL SiRENCIH CtVMAIr7ERIMM ONLY, ALL STRENOTH VALUES SHOWN ARE UL707E VALUES, EXPRESSED IN POUNDS. AN APPROPRIATE FACTOR OF SAFELY WM BE APPLIED BY THE USER TO OBTAIN ALLOWABLE LIMfT9 FOR DESIGN. PULLOUT DATA SHOWN HEREIN IS DOCULiENIED ON LAD TEST REPORT LTR :1034.97 PULLOVER DATA SHOWN HEREIN 0 MMENTED ON LAB T55T REPORT LTR 3035.97 SHEAR OF ASSEMBLY DATA SHOWN HEREIN IS DOCUMENTED ON LAB TEST REPORT LTR 30 L97 C3 0 Nr 0 co N