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02/08/2019 - Agenda Packet - Design Review Board
Design Review Board February 8, 2019 11:00 AM City Hall Administrative Conference Room 1101 Texas Avenue College Station, Texas AGENDA DESIGN REVIEW BOARD February 8, 2019 11:00 AM Administration Conference Room 1101 Texas Avenue College Station, Texas, 77840 The City Council may or may not attend the Design Review Board meeting. 1.Call to Order. 2. Consideration, discussion and possible action to approve meeting minutes. •October 12, 2018 3.Consideration, discussion, and possible action to approve Absences from Meetings: •William McKinney ~ October 12, 2018 •Ray Holliday ~ February 8, 2019 4.Presentation, possible action, and discussion to consider an alternative compliance to theUDO Non-Residential Architectural Standards for Crossroads Moving and Storage Unitslocated at 15723 FM 2154 Road. (NRA2019-000005) (L. Gray). 5.Possible action and discussion on future agenda items – A Design Review Board Membermay inquire about a subject for which notice has not been given. A statement of specific factual information or the recitation of existing policy may be given. Any deliberation shall be limited to a proposal to place the subject on an agenda for a subsequent meeting. 6. Adjourn. I certify that the above Notice of Meeting was posted at College Station City Hall, 1101 Texas Avenue, College Station, Texas, on February 4, 2019 at 5 p.m. CITY OF COLLEGE STATION, TEXAS By________________________________ City Secretary This building is wheelchair accessible. Persons with disabilities who plan to attend this meeting and who may need accommodations, auxiliary aids, or services such as interpreters, readers, or large print are asked to contact the City Secretary’s Office at (979) 764-3541, TDD at 1-800-735-2989, or email adaassistance@cstx.gov at least two business days prior to the meeting so that appropriate arrangements can be made. If the City does not receive notification at least two business days prior to the meeting, the City will make a reasonable attempt to provide the necessary accommodations. Penal Code § 30.07. Trespass by License Holder With an Openly Carried Handgun. “Pursuant to Section 30.07, Penal Code (trespass by license holder with an openly carried handgun), a person licensed under Subchapter H, Chapter 411, Government Code (handgun licensing law), may not enter this property with a handgun that is carried openly” Codigo Penal §30.07. Trespasar Portando Armas de Mano al Aire Libre con Licencia. “Conforme a la Seccion 30.07 del codigo penal (traspasar portando armas de mano al aire libre con licencia), personas con licencia bajo del Sub-Capitulo H, Capitulo 411, Codigo de Gobierno (Ley de licencias de arma de mano), no deben entrar a esta propiedad portando arma de mano al aire libre” Minutes Design Review Board October 12, 2018 11:00 AM Administrative Conference Room 1101 Texas Avenue College Station, Texas, 77840 Board Members Present: Jane Kee, Jesse Durden, Valerian Miranda, Susan McGrail, Katherine Cabrera, Ray Holliday Board Members Absent: William McKinney Staff Present: Planning Director Jennifer Prochazka, Planning Administrator Justin Golbabai, Senior Planner Lauren Hovde, Staff Planner Alyssa Halle-Schramm, Staff Assistant Tiffany Romero AGENDA ITEM NO. 1: Call to order. Chairperson Kee called the meeting to order at 11:00 a.m. AGENDA ITEM NO. 2: Consideration, discussion and possible action to approve meeting minutes. •September 14, 2018 Board member Durden motioned to approve the minutes. Board member Cabrera seconded the motion, which passed (6-0). AGENDA ITEM NO. 3: Consideration, discussion and possible action to approve absences from meetings. •Ray Holliday ~ September 14, 2018 Board member Miranda motioned to approve the absence. Board member Durden seconded the motion, which passed (6-0). AGENDA ITEM NO. 4: Public hearing, presentation, possible action, and discussion to consider a waiver to Unified Development Ordinance Section 5.8.b.8 “Sidewalk Standards” for Logie’s, located at 201 College Main which is zoned NG-1 Core Northgate. Case AWV2018-000037 (LHovde) Senior Planner Hovde presented the item to the Board. She stated that the applicant is requesting a waiver to the UDO Sidewalk Standards. The applicant presented the plans for the sidewalk explaining that he was planning to remodel the existing patio. There was general discussion amongst the Board regarding where the widening of the sidewalk would be located and what the sidewalk was being used for. Board Member Miranda motioned to approve the request. Board Member Cabrera seconded the motion which passed (6-0). AGENDA ITEM NO. 5: Possible action and discussion on future agenda items – A Design Review Board Member may inquire about a subject for which notice has not been given. A statement of specific factual information or the recitation of existing policy may be given. Any deliberation shall be limited to a proposal to place the subject on an agenda for a subsequent meeting. Planning Administrator Justin Golbabai followed up on a question previously asked by the DRB members. He stated that the Design Review Board hears and rules on cases where an applicant appeals the application of site plan requirements by the Administrator. Therefore, the Board could hear cases regarding bicycle rack requirements if an applicant were to appeal the Staff’s application of those requirements during the site plan process. AGENDA ITEM NO. 6: Adjourn. The meeting was adjourned at 11:16 pm. APPROVED: _________________________________ Jane Kee, Chairperson ATTEST: _________________________________ Tiffany Romero, Staff Assistant Absence Request Form For Elected and Appointed Officers Name Ray Holliday Request Submitted on January 24, 2019 I will not be in attendance at the meeting of February 8, 2019 for the reason(s) specified: (Date) At a conference. TR-Via email Design Review Board February 8th, 2019 Page 1 of 6 DESIGN REVIEW BOARD for Crossroads Moving and Storage Ph2 NRA2019-000005 REQUEST: Alternative compliance to the Non-Residential Architectural Standards LOCATION: 15723 FM 2154 Road ZONING DISTRICT: PDD Planned Development District APPLICANT: Brannan Designs PROJECT MANAGER: Laura Gray, AICP, Senior Planner lgray@cstx.gov Design Review Board February 8th, 2019 Page 3 of 5 DESIGN REVIEW BOARD ROLE AND RESPONSIBILITY As stated in Section 7.10.A of the Unified Development Ordinance, the intent of the Non-Residential Architectural Standards is to: 1) Protect and enhance the character and quality of non-residential buildings and associated site elements in the interest of the general welfare of the City; 2) Establish minimum design parameters for the appearance of non-residential buildings, including heightened standards for more visible and prominent areas of the community; 3) Not limit architectural creativity or prescribe a specific architectural style; and 4) Provide a balance between the community’s economic and aesthetic concerns. The Unified Development Ordinance grants the Design Review Board (DRB) the authority to hear and decide proposals for alternative compliance to the Non-Residential Architectural Standards. Specifically, Section 7.10.D states: The Design Review Board (DRB) may authorize variation to the overall requirements of the Non-Residential Architectural Standards through application from a licensed architect for an alternative compliance approval that would allow innovative or visually interesting design or to address unique circumstances not otherwise permitted through strict adherence to this section. Such requests must show reasonable evidence that the purposes of the requirements as set forth in this section were maintained and the additional design flexibility afforded does not provide a means to permit design of lesser quality. Based on these criteria, the Design Review Board can act upon the proposed request in one of the following ways: 1) Approve the request as proposed 2) Approve the request with conditions 3) Deny the request ITEM SUMMARY: Brannan Designs are requesting the Board grant alternative compliance approval to the overall requirements of the Non-Residential Architectural Standards for Phase II of the Crossroads Moving and Storage Development. This proposal expands the existing storage unit development by placing four (4) storage buildings clad in red Galvalume PBR panels. The applicant is seeking to maintain the overall character and corporate branding of the development as seen in Phase I. CRITERIA: In order to promote quality construction and visually interesting non-residential structures, the UDO specifies minimum architectural standards that include building materials and architectural elements to achieve this goal. While the proposed design meets several of the standard UDO non-architectural requirements, it is out of compliance in the following two areas. 1. Architectural Relief: In order to provide visual interest, the first two (2) stories of any primary façade or façade visible from a public right-of-way or public way shall use at least one (1) architectural relief element for every twenty-five (25) horizontal feet, or part thereof, of façade length. o None of the visible facades are proposed to have any architectural features. Design Review Board February 8th, 2019 Page 4 of 5 2. Building Materials: A minimum of 30% red brick, natural stone, marble, granite, or concrete product must be placed across each primary facade AND no more than thirty 30% wood or cedar siding, stainless steel, chrome, standing seam metal, premium grade architectural metal, or architecturally finished metal panels (not corrugated metal) may be placed on any façade. o The applicant is currently proposing 100% Galvalume PBR panels across all building facades. The Galvalume PBR panels are not considered premium grade architectural metal and would be considered corrugated metal therefore the use of them is not compliant with the standard Unified Development Ordinance requirements. They are however, in keeping with character, color, and branding of the existing Phase I. Phase I of this development was under construction during annexation therefore the corrugated metal buildings are considered legal non-conforming structures. Photo: View of Phase I as seen from FM2154 Road. As the intent of the Design Review Board’s alternative compliance process is to offer an approval option that allows architects and the Board the ability to discuss overall visions and individual design decisions, dialog does not have to be limited to non-compliant design elements. OPTIONS: • Approve the proposed designs and materials • Approve with conditions • Deny SUPPORTING MATERIALS: 1. Application 2. Letter from the Architect 3. Elevations 4. Material Specifications DESIGN REVIEW BOARD APPLICATION APPEALS & WAIVERS - GENERAL APPLICANT/PROJECT MANAGER'S INFORMATION (Primary contact for the project): PROPERTY OWNER'S INFORMATION: APPEAL/WAIVER REQUESTED (circle one): Explanation of appeal/waiver request: FOR OFFICE USE ONLY CASE NO.: DATE SUBMITTED: TIME: STAFF: Application completed in full. This application form provided by the City of College Station must be used and may not be adjusted or altered. Please attach pages if additional information is provided. Design Review Board Application Fee. (Refer to the Planning and Development Fee Schedule for all applicable fees) MINIMUM SUBMITTAL REQUIREMENTS: Additional materials may be required of the applicant such as material samples, elevations, site plans, and landscaping plans. The applicant shall be informed of any extra materials required. Sample of the proposed color (if applicable). Date of Optional Preapplication Conference NAME OF PROJECT ADDRESS LEGAL DESCRIPTION (Lot, Block, Subdivision) Fax Number Phone Number Zip CodeStateCity Street Address E-mailName Fax Number Phone Number Zip CodeStateCity Street Address E-mailName Current zoning Buffer Requirements WPC Parking Driveways Krenek Tap Corridor Overlay District Site Plan Review Criteria Other 3/18 Page 1 of 2 Applicable ordinance section being appealed/seeking waiver from: Crossroads Moving & Storage 15745 FM 2154, College Station, Texas 77845 Block 1, Lot 1 979-696-3089979-696-5562 77845TexasCollege Station 15797 FM 2154 pat.marek@marekbrosbcs.comPatrick Marek 979-696-3089979-696-5562 77842TexasCollege Station PO Box 9715 c/o Marek Brothers Construction, Inc. pat.marek@marekbrosbcs.comMX3 Holdings, Inc & South Wellborn Ltd. Block 1, Lot 1 Neighborhood Commercial Alternative Compliance We request your Consideration of WC Wellborn Commercial Adjacency, Company & Building Branding, and Associated Site Elements in allowing building standards alternative compliance. Unified Development Ordinance Section 7.10 Non-Residential Architectural Standards for College Station GENERAL APPEALS/WAIVER REQUEST 1. The following specific alternative to/waiver from the ordinance is requested: 2. The unnecessary hardship(s) involved by meeting the provisions of the ordinance other than financial hardship is/are: 3. The following alternatives to the requested appeal/waiver are possible: The applicant has prepared this application and certifies that the facts stated herein and exhibits attached hereto are true, correct, and complete. Signature and title Date 1. For existing buildings, describe existing facade materials. 2. For new construction, describe how this material(s) meet or exceeds the material standards for the KTO. IN ADDITION, FOR ALTERNATIVE MATERIALS IN THE KRENEK TAP OVERLAY DISTRICT, ANSWER THE FOLLOWING AS APPLICABLE (see the Unified Development Ordinance Section 5.8 Overlay Districts for more information): 3/18 Page 2 of 2 Signature and title 01/14/2019 Building Materials/Design: Metal PBR Wall Panels (MBCI), Ultra-Dek Roofing Panels (MBCI), Minimal Architectural Elements: Stone Tapered Columns, Cedar Awnings to match existing site conditions. Print Form Keeping Building materials same (metal panels, colors to match existing) Adding Recessed areas to buildings to create a small "porch-like" area with Cedar Awnings and Tapered Stone Columns. Smaller scale than what is required, to not accentuate the accessory buildings, but yet still add some architectural interest. Branding of Property & Business would not be consistent with existing concept. BRANNAN DESIGNS, LLC architecture . interior design . merchandising PO Box 590670, Houston, Texas 77259-0670 V: 281-488-2003 E-mail: info@brannandesigns.com www.brannandesigns.com br a n n a n d e s i g n s January 14, 2019 Laura A. Gray, Senior Planner, AICP City of College Station Planning and Development Services P.O. Box 9960 1101 Texas Avenue College Station, Texas 77840 lgray@cstx.gov 979-764-3716 RE: Crossroads Moving & Storage Expansion 15747 FM 2154, College Station, Texas 77845 Dear Ms. Gray: We are kindly requesting an alternate compliance review and approval for the above-referenced project. The project is an expansion of an established Moving & Storage Business located on FM 2154. The Owners would like to add additional Accessory Storage Buildings, maintaining the existing Business & Property Standards. Sec. 7.10. - Non-Residential Architectural Standards. A. Purpose . The intent of the design standards provided in and related to this section are to: 1. Protect and enhance the character and quality of non-residential buildings and associated site elements in the interest of the gen-eral welfare of the City; Crossroads Moving & Storage reinforces their branding in all aspects of their business in cooperation and support within the local community. The business and property standards were developed at inception of Crossroads Moving & Stor-age, prior to annexation by the City of College Station. Throughout their property, the character and quality are upheld through the building design, colors, truck graphics, uniforms, and marketing. The branding of Crossroads Moving & Stor- age is consistent and identifiable. In addition, according to Sec. 7.10. - Non-Residential Architectural Standards as written, the sides of the newly constructed building(s) that are visible from the road require more architectural elements and stone. We would like request your con- sideration in accepting a modified, less prominent approach to the architectural elements, as we would like to keep the Main Public Business Building the focal point of the property, which currently has a stone tower with decorative cedar awnings. The proposed new buildings are utilitarian, and accessory storage buildings. To add some visual interest to the new buildings, we designed architectural elements that are understated, yet pull materials from the main building on site. Finally, For all properties zoned WC Wellborn Commercial, the following types of architectural elements are noted and may be utilized to meet the requirements: 1) Decorative or functional window shutters; 2) Covered front porch extending along at least fifty (50) percent of building façade and projecting a minimum of four (4) feet from the face of the building, if used on a façade where this feature is not already required; 8) Decorative façade lighting; BRANNAN DESIGNS, LLC architecture . interior design . merchandising PO Box 590670, Houston, Texas 77259-0670 V: 281-488-2003 E-mail: info@brannandesigns.com www.brannandesigns.com br a n n a n d e s i g n s With direct adjacency to the WC Wellborn Commercial, we considered the above guidelines and integrated these design elements which help maintain a sense of quality and consistency with the surrounding area and rural feel originally in- tended. We thank you for your consideration in advance and appreciate your time in evaluating our request. We believe our cur- rent design achieves a more appropriate solution for the intended location, and function of the property. Respectfully, Brannan Designs, LLC: Architecture & Interior Design Elizabeth “Liz” Brannan, BArchitecture, Assoc. AIA, ASID, RID TX#11009 President, Brannan Designs, LLC. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Required Notice: Persons licensed by The Texas Board of Architectural Examiners are required by law to provide the following notice: TBAE has jurisdiction over com-plaints regarding the professional practices of persons registered as architects, interior designers and landscape architects in the State of Texas. Tex- as Board of Architectural Examiners, 333 Guadalupe, Suite 2-350, Austin Texas 78701, Telephone (512) 305-9000. Fax (512) 305-8900 CR O S S R O A D S M O V I N G & S T O R A G E EX I S T I N G C O N D I T I O N S SU P P L E M E N T A L I N F O R M A T I O N F O R DESIGN REVIEW BOARD BR A N N A N D E S I G N S , L L C : A R C H I T E C T U R E & I N T E R I O R S WW W . B R A N N A N D E S I G N S . C O M 1/14/18 CR O S S R O A D S MO V I N G & ST O R A G E EX I S T I N G CO N D I T I O N S SU P P L E M E N T A L INFORMATION FOR DESIGN REVIEW BOARD BR A N N A N DE S I G N S , LL C : AR C H I T E C T U R E & IN T E R I O R S WW W . B R A N N A N D E S I G N S . C O M 1/14/18 CR O S S R O A D S M O V I N G & S T O R A G E EX I S T I N G C O N D I T I O N S SU P P L E M E N T A L I N F O R M A T I O N F O R DESIGN REVIEW BOARD BR A N N A N D E S I G N S , L L C : A R C H I T E C T U R E & I N T E R I O R S WW W . B R A N N A N D E S I G N S . C O M 1/14/18 CR O S S R O A D S MO V I N G & ST O R A G E EX I S T I N G CO N D I T I O N S SU P P L E M E N T A L INFORMATION FOR DESIGN REVIEW BOARD BR A N N A N DE S I G N S , LL C : AR C H I T E C T U R E & IN T E R I O R S WW W . B R A N N A N D E S I G N S . C O M 1/14/18 CR O S S R O A D S MO V I N G & ST O R A G E EX I S T I N G CO N D I T I O N S SU P P L E M E N T A L INFORMATION FOR DESIGN REVIEW BOARD BR A N N A N DE S I G N S , LL C : AR C H I T E C T U R E & IN T E R I O R S WW W . B R A N N A N D E S I G N S . C O M 1/14/18 PB-2 REV 00.03 SEE www.mbci.com FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE PRODUCT INFORMATION PBR PANEL NOTES:1 All roofs are Class 4471. 3 Fastener #1E. 11 Fastener #4. State of Florida Approval Numbers: FL1904.2 (roof), FL4191.3 (wall), FL5222 (light transmitting panels). Miami Dade County NOA: 02.1016.04 (roof), 01.0417.12 (wall), see special installation instructions, www.miamidade.gov FACTORY MUTUAL APPROVALS RATING PROFILE WIDTH (IN)GAUGE PURLIN SPACING PURLIN GA. FASTENER TYPE NUMBER OF FASTENERS STITCH FASTENER STITCH FASTENER SPACING 1-135 PBR1 36 24 5'-3 1/4"16 1/4-14 X 1 1/4 ZAC3 3 1/4-14 X 7/8 ZAC11 20" o.c. 1-165 PBR1 36 24 5'-3 1/4"16 1/4-14 X 1 1/4 ZAC3 6 1/4-14 X 7/8 ZAC11 20" o.c. ARCHITECT/ENGINEER INFORMATION 1. PBR panel is a structural roof and wall panel. This panel can be installed directly over purlins or joists. Several different UL 90 construction numbers are available for this panel. 2. PBR panel is recommended for ½:12 or greater roof slopes. 3. Field applied tape sealant is required at panel sidelaps and endlaps. 4. PBR panel is a through-fastened panel. For proper fastener application, see page 9 and page 10. 5. 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. 6. Galvalume material must not come in contact with concrete or pressure treated lumber. SUBJECT TO CHANGE WITHOUT NOTICE SEE www.mbci.com FOR CURRENT INFORMATION REV 00.03 PB-3 PRODUCT INFORMATION PBR PANEL UL 90 REQUIREMENTS PBR PANEL Construction #30 26 MSG Min. Gauge PBR Panel over Purlins at 5'- 0 ¼" O.C. 1. For Class 90 - Panel to purlin connections to be #14 Hex Head with a 5/8" O.D. washer in a 4-8-4-8 in. pattern. Panel to panel connection to be 20" O.C. with fastener located over each purlin. 2. Purlins - No. 14 MSG min. gauge steel, (55,000 psi min. yield strength.) Construction #161 26 MSG Min. Gauge PBR Panel over Purlins at 5'- 0 ¼" O.C. 1. Panel Fasteners - Panel to purlin connections to be 12-14 x 1" self-drilling Hex Head with a ⅝" O.D. washer, 12" O.C. Spacing at endlap to be in a 5-7-5-7 in. patterns. Spacing for panel to panel connection to be 20" O.C. with a fastener located over each purlin. 2. Purlins - No. 14 MSG min. gauge steel, (55,000 psi min. yield strength.) Construction #79 26 MSG Min. Gauge PBR Panel over Purlins at 5'- 0 ¼" O.C. 1. Panel Fasteners - Panel to purlin connections to be #14 Hex Head with a ⅝" O.D. washer, 6" O.C. in 5-7-5-7 in. pattern. Endlap spacing to be 6 in. O.C. Spacing for panel to panel connection to be 20" O.C. 2. Purlins - No. 16 MSG min. gauge steel. (55,000 psi min. yield strength); or min. H series open web steel joists. Construction #542 26 MSG Min. Gauge PBR Panel over Purlins at 5'- 0 ³⁄ � � " O.C. 1. Panel Fasteners - Panel to purlin connections to be 12-14x1" self-drilling Hex Head with a ⅝" O.D. washer,12" O.C. Spacing at endlap to be in a 5-7-5-7 in. pattern. Spacing for panel to panel connection to be 20" O.C. with a fastener located over each purlin. 2. Building Units - Translucent Panels. 3. Translucent Panel Rib and Purlin Reinforcement - See UL 90 light transmitting panel installation instructions. 4. Purlins - No. 16 MSG min. gauge steel. (55,000 psi min. yield strength). IMPACT RESISTANCE PBU panels carry a Class 4 rating under UL-2218 "Test Standard For Impact Resistance" FIRE RESISTANCE RATING 1. Deck: NC Class A Incline: Unlimited The panel qualifies for a Class A Fire Rating in compliance with Underwriters Laboratories Standard UL-263 when installed over a non-combustible substrate. A Class C Fire Rating will be qualified for over a combustible substrate. Look for classification marking on product. CAUTION The above listings are summaries of Construction Numbers. For UL 90 rated roof requirements and complete design information, see the Underwriters Laboratories Building Materials Directory. If you have any questions, call MBCI before proceeding. PB-4 REV 00.03 SEE www.mbci.com FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE PRODUCT INFORMATION PBR PANEL GENERAL DESCRIPTION 36" 12" 1¹⁄" PBR PANEL Coverage Width - 36" Minimum Slope - ½:12 Panel Attachment - See page 11 Panel Substrate - Galvalume® Gauge - 26 standard - 29, 24 and 22 also available Coatings - Galvalume Plus®, Signature® 200* and Signature® 300* PRODUCT SELECTION CHART GAUGE GALVALUME PLUS®SIGNATURE® 200*SIGNATURE® 300* 22 gauge ●■■ 24 gauge ●■■ 26 gauge ●●● 29 gauge ●●■ ● - Available in any quantity. ■ - Minimum quantity may be required. *See Commercial/Industrial color chart for available colors. Signature is a registered trademark of Metal Building Components, L.P. Galvalume Plus is a registered and protected trademark of BIEC International, Inc. v The Galvalume Plus® coating is subject to variances in spangle from coil to coil which may result in noticeable shade variation ininstalled panels.The Galvalume Plus® coating is also subject to differential weathering after panel installation. Panels may appear to be different shades due to this weathering characteristic. If a consistent appearance is required, MBCI recommends that pre-painted panels be used in lieu of Galvalume Plus®. Shade variation in panels manufactured from Galvalume Plus® coated material do not diminish the structural integrity of the product. These shade variations should be anticipated and are not a cause for rejection. SUBJECT TO CHANGE WITHOUT NOTICE SEE www.mbci.com FOR CURRENT INFORMATION REV 00.03 PB-5 PRODUCT INFORMATION PBR PANEL PBR PANEL 36" 12" 1¹⁄" SECTION PROPERTIES NEGATIVE BENDING POSITIVE BENDING PANEL Fy WEIGHT Ixe Sxe Maxo Ixe Sxe Maxo GAUGE (KSI)(PSF)(IN.4/FT.)(IN.3/FT.)(KIP-IN.)(IN.4/FT.)(IN.3/FT.)(KIP-IN.) 29 60*0.75 0.0215 0.0325 1.2656 0.0238 0.0230 0.9859 26 60*0.94 0.0309 0.0449 1.8019 0.0382 0.0381 1.6759 24 50 1.14 0.0420 0.0570 1.7060 0.0551 0.0567 1.6968 22 50 1.44 0.0567 0.0739 2.2119 0.0754 0.0787 2.3553 * Fy is 80-ksireduced to 60-ksi in accordance with the 2012 edition of the North American Specification For Design Of Cold-Formed Steel Structural Members - A2.3.2. NOTES:1. All calculations for the properties of PBR Roof panels are calculated in accordance with the 2012 edition of the North American Specification For Design Of Cold-Formed Steel Structural Members. 2. Ixe is for deflection determination.3. Sxe is for bending. 4. Maxo is allowable bending moment.5. All values are for one foot of panel width. The Engineering data contained herein is for the expressed use of customers and design professionals. Along with this data, it is recommended that the design professional have a copy of the most current version of the North American Specification for the Design of Cold-Formed Steel Structural Members published by the American Iron and Steel Institute to facilitate design. This Specification contains the design criteria for cold-formed steel components. Along with the Specification, the designer should reference the most current building code applicable to the project jobsite in order to determine environmental loads. If further information or guidance regarding cold-formed design practices is desired, please contact the manufacturer. PB-6 REV 00.03 SEE www.mbci.com FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE PRODUCT INFORMATION PBR PANEL PBR ROOF PANEL ALLOWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOT 29 Gauge (0.0133"), Fy = 60 ksi, Fu = 61.5 ksiSPAN TYPE 3.0 4.0 5.0 6.0 7.0 8.0 9.0 NEGATIVE WIND LOAD 93.75 52.73 33.75 23.44 17.22 13.18 10.42 LIVE LOAD/DEFLECTION 67.01 32.53 16.66 9.64 6.07 4.07 2.86 NEGATIVE WIND LOAD 61.91 37.19 24.61 17.42 12.96 10.00 7.94LIVE LOAD/DEFLECTION 70.40 45.18 30.41 21.75 16.28 12.62 9.40NEGATIVE WIND LOAD 73.01 44.74 29.96 21.37 15.96 12.36 9.84LIVE LOAD/DEFLECTION 80.00 53.43 36.52 22.73 14.32 9.59 6.74NEGATIVE WIND LOAD 69.51 42.31 28.22 20.08 14.97 11.58 9.21 LIVE LOAD/DEFLECTION 77.00 50.82 34.56 24.74 15.58 10.44 7.33 26 Gauge (0.0181"), Fy = 60 ksi, Fu = 61.5 ksi SPAN TYPE 3.0 4.0 5.0 6.0 7.0 8.0 9.0 NEGATIVE WIND LOAD 133.48 75.08 48.05 33.37 24.52 18.77 14.83LIVE LOAD/DEFLECTION 119.08 52.22 26.74 15.47 9.74 6.53 4.58NEGATIVE WIND LOAD 114.41 66.59 43.33 30.37 22.44 17.24 13.66LIVE LOAD/DEFLECTION 105.60 71.09 46.37 32.55 24.07 18.51 13.88NEGATIVE WIND LOAD 138.49 81.62 53.46 37.61 27.86 21.44 17.00 LIVE LOAD/DEFLECTION 120.00 86.91 57.11 34.86 21.95 14.71 10.33 NEGATIVE WIND LOAD 130.70 76.70 50.12 35.22 26.06 20.05 15.89 LIVE LOAD/DEFLECTION 115.50 81.75 53.58 37.71 23.77 15.93 11.18 24 Gauge (0.0223"), Fy = 50 ksi, Fu = 60 ksi SPAN TYPE 3.0 4.0 5.0 6.0 7.0 8.0 9.0 NEGATIVE WIND LOAD 126.37 71.08 45.49 31.59 23.21 17.77 14.04 LIVE LOAD/DEFLECTION 125.69 70.70 38.51 22.28 14.03 9.40 6.60NEGATIVE WIND LOAD 120.59 69.04 44.56 31.09 22.91 17.57 13.90LIVE LOAD/DEFLECTION 117.33 69.40 44.80 31.25 23.03 17.66 13.97NEGATIVE WIND LOAD 148.17 85.44 55.34 38.68 28.53 21.90 17.34 LIVE LOAD/DEFLECTION 133.33 85.87 55.62 38.89 28.68 19.34 13.58 NEGATIVE WIND LOAD 139.13 80.03 51.77 36.16 26.66 20.46 16.19 LIVE LOAD/DEFLECTION 128.33 80.43 52.04 36.35 26.81 20.57 14.45 22 Gauge (0.0286"), Fy = 50 ksi, Fu = 60 ksi SPAN TYPE 3.0 4.0 5.0 6.0 7.0 8.0 9.0 NEGATIVE WIND LOAD 163.85 92.16 58.98 40.96 30.09 23.04 18.21 LIVE LOAD/DEFLECTION 174.46 98.14 52.70 30.50 19.21 12.87 9.04NEGATIVE WIND LOAD 168.30 96.14 61.98 43.21 31.83 24.41 19.31LIVE LOAD/DEFLECTION 158.71 90.50 58.30 40.63 29.91 22.94 18.14NEGATIVE WIND LOAD 207.24 119.12 77.03 53.80 39.67 30.44 24.09LIVE LOAD/DEFLECTION 195.75 112.25 72.50 50.61 37.24 24.95 17.52 NEGATIVE WIND LOAD 194.44 111.53 72.04 50.29 37.06 28.43 22.50 LIVE LOAD/DEFLECTION 183.56 105.06 67.79 47.29 34.84 26.54 18.64 Notes: 1. Strength calculations based on the 2012 AISI Standard "North American Specification for the Design of Cold-formed Steel Structural Members. 2. Allowable loads are applicable for uniform loading and spans without overhangs3. LIVE LOAD/DEFLECTION load capacities are for those loads that push the panel against its supports. The applicable limit states are flexure shear, combined shear and flexure, web crippling at end and interior supports, and a deflection limit of L/180 under strength-level loads4. NEGATIVE WIND LOAD capacities are for those loads that pull the panel away from its supports. The applicable limit states are flexure shear, combined shear and flexure, and a deflection limit of L/60 under 10-year wind loading 5. Panel pullover and Screw pullout capacity must be checked separately using the screws employed for each particular application whe utilizing this load chart. 6. Effective yield strength has been determined in accordance with section A2.3.2 of the 2012 NAS specification. 7. The use of any accessories other than those provided by the manufacturer may damage panels, void all warranties and will void all engineering data.8. This material is subject to change without notice. Please contact MBCI for most current data SPAN IN FEET 1-span 2-span 3-span The Engineering data contained herein is for the expressed use of customers and design professionals. Along with this data, it is recommended that the design professional have a copy of the most current version of the North American Specification for the Design of Cold-Formed Steel Structural Members published by the American Iron and Steel Institute to facilitate design. This Specification contains the design criteria for cold-formed steel components. Along with the Specification, the designer should reference the most current building code applicable to the project jobsite in order to determine environmental loads. If further information or guidance regarding cold-formed design practices is desired, please contact the manufacturer. 4-span LOAD TYPE LOAD TYPE SPAN IN FEET 1-span 2-span 3-span 4-span 4-span LOAD TYPE SPAN IN FEET 1-span 2-span 3-span 3-span 4-span LOAD TYPE SPAN IN FEET 1-span 2-span SUBJECT TO CHANGE WITHOUT NOTICE SEE www.mbci.com FOR CURRENT INFORMATION REV 00.03 PB-7 PRODUCT INFORMATION PBR PANEL PBR WALL PANEL ALLOWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOT 29 Gauge (0.0133"), Fy = 60 ksi, Fu = 61.5 ksiSPANTYPE 3.0 4.0 5.0 6.0 7.0 8.0 9.0NEGATIVE WIND LOAD 93.75 52.73 33.75 23.44 17.22 13.18 10.42LIVE LOAD/DEFLECTION 67.01 41.08 26.29 18.26 13.41 10.27 8.11NEGATIVE WIND LOAD 61.91 37.19 24.61 17.42 12.96 10.00 7.94 LIVE LOAD/DEFLECTION 70.40 45.18 30.41 21.75 16.28 12.62 10.06 NEGATIVE WIND LOAD 73.01 44.74 29.96 21.37 15.96 12.36 9.84 LIVE LOAD/DEFLECTION 80.00 53.43 36.52 26.39 19.89 15.50 12.40 NEGATIVE WIND LOAD 69.51 42.31 28.22 20.08 14.97 11.58 9.21 LIVE LOAD/DEFLECTION 77.00 50.82 34.56 24.89 18.72 14.56 11.63 26 Gauge (0.0181"), Fy = 60 ksi, Fu = 61.5 ksi SPAN TYPE 3.0 4.0 5.0 6.0 7.0 8.0 9.0 NEGATIVE WIND LOAD 133.48 75.08 48.05 33.37 24.52 18.77 14.83 LIVE LOAD/DEFLECTION 119.08 69.83 44.69 31.04 22.80 17.46 13.79NEGATIVE WIND LOAD 114.41 66.59 43.33 30.37 22.44 17.24 13.66LIVE LOAD/DEFLECTION 105.60 71.09 46.37 32.55 24.07 18.51 14.66NEGATIVE WIND LOAD 138.49 81.62 53.46 37.61 27.86 21.44 17.00LIVE LOAD/DEFLECTION 120.00 86.91 57.11 40.25 29.85 22.99 18.24NEGATIVE WIND LOAD 130.70 76.70 50.12 35.22 26.06 20.05 15.89LIVE LOAD/DEFLECTION 115.50 81.75 53.58 37.71 27.93 21.50 17.05 24 Gauge (0.0223"), Fy = 50 ksi, Fu = 60 ksiSPANTYPE 3.0 4.0 5.0 6.0 7.0 8.0 9.0NEGATIVE WIND LOAD 126.37 71.08 45.49 31.59 23.21 17.77 14.04LIVE LOAD/DEFLECTION 125.69 70.70 45.25 31.42 23.09 17.68 13.97NEGATIVE WIND LOAD 120.59 69.04 44.56 31.09 22.91 17.57 13.90LIVE LOAD/DEFLECTION 117.33 69.40 44.80 31.25 23.03 17.66 13.97NEGATIVE WIND LOAD 148.17 85.44 55.34 38.68 28.53 21.90 17.34 LIVE LOAD/DEFLECTION 133.33 85.87 55.62 38.89 28.68 22.02 17.43 NEGATIVE WIND LOAD 139.13 80.03 51.77 36.16 26.66 20.46 16.19 LIVE LOAD/DEFLECTION 128.33 80.43 52.04 36.35 26.81 20.57 16.28 22 Gauge (0.0286"), Fy = 50 ksi, Fu = 60 ksi SPAN TYPE 3.0 4.0 5.0 6.0 7.0 8.0 9.0 NEGATIVE WIND LOAD 163.85 92.16 58.98 40.96 30.09 23.04 18.21 LIVE LOAD/DEFLECTION 174.46 98.14 62.81 43.62 32.04 24.53 19.38NEGATIVE WIND LOAD 168.30 96.14 61.98 43.21 31.83 24.41 19.31LIVE LOAD/DEFLECTION 158.71 90.50 58.30 40.63 29.91 22.94 18.14NEGATIVE WIND LOAD 207.24 119.12 77.03 53.80 39.67 30.44 24.09LIVE LOAD/DEFLECTION 195.75 112.25 72.50 50.61 37.29 28.61 22.64NEGATIVE WIND LOAD 194.44 111.53 72.04 50.29 37.06 28.43 22.50LIVE LOAD/DEFLECTION 183.56 105.06 67.79 47.29 34.84 26.72 21.14 Notes:1. Strength calculations based on the 2012 AISI Standard "North American Specification for the Design of Cold-formed Steel Structural Members.2. Allowable loads are applicable for uniform loading and spans without overhangs3. LIVE LOAD/DEFLECTION load capacities are for those loads that push the panel against its supports. The applicable limit states are flexure shear, combined shear and flexure, web crippling at end and interior supports, and a deflection limit of L/60 under 10-year wind loading4. NEGATIVE WIND LOAD capacities are for those loads that pull the panel away from its supports. The applicable limit states are flexure shear, combined shear and flexure, and a deflection limit of L/60 under 10-year wind loading 5. Panel pullover and Screw pullout capacity must be checked separately using the screws employed for each particular application whe utilizing this load chart. 6. Effective yield strength has been determined in accordance with section A2.3.2 of the 2012 NAS specification. 7. The use of any accessories other than those provided by the manufacturer may damage panels, void all warranties and will void all engineering data 8. This material is subject to change without notice. Please contact MBCI for most current data LOAD TYPE SPAN IN FEET 1-span 2-span 3-span 4-span LOAD TYPE SPAN IN FEET 1-span 2-span 3-span 4-span LOAD TYPE SPAN IN FEET 1-span 2-span 3-span 4-span The Engineering data contained herein is for the expressed use of customers and design professionals. Along with this data, it is recommended that the design professional have a copy of the most current version of the North American Specification for the Design of Cold-Formed Steel Structural Members published by the American Iron and Steel Institute to facilitate design. This Specification contains the design criteria for cold-formed steel components. Along with the Specification, the designer should reference the most current building code applicable to the project jobsite in order to determine environmental loads. If further information or guidance regarding cold-formed design practices is desired, please contact the manufacturer. 4-span LOAD TYPE SPAN IN FEET 1-span 2-span 3-span PRODUCT CHECKLIST PB-8 REV 00.03 SEE www.mbci.com FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE PRODUCT INFORMATION PBR PANEL 36" 12" 1¹⁄" 8" 4" 4" COLOR 1³⁄" 2" COLOR 11 ¹⁄" 11¹⁄" SPECIFY ANGLE S PECIFY ANGLE 45° 18³⁄" 18³⁄" 2" 11 " 11" 45° SPECIFY ANGLE 2" Standard Extended 5" 1³⁄" 4" 4" 2" 1¹⁄" 1³⁄" COLOR 6" 5¹⁄" COLOR 6" 1³⁄" COLOR 5" ³⁄" 5" 3¹⁄" ⁄" COLOR 4" 4" 4" 1" ³⁄" DIM. A 90° - ° OF ROOF PITCH 90° + ° OF ROOF SLOPECOLOR 4" 4" 4" 1" 3¹⁄" DIM. A 90° + ° of ROOF SLOPE 90° + ° of ROOF SLOPE COLOR PBR Panel Flat Ridge/Hip Flashing Parapet High Eave Sculptured Hang-On Gutter Ridge Cap Valley Flashing Parapet Rake Sculptured Eave Gutter Sculptered High Side Eave Sculptered Rake Eave Trim Gutter Strap Gutter End Specify Left or Right Specify Gutter part no.Specify Roof SlopeSpecify Roof Slope Specify Roof Slope Maximum Roof Pitch 5:12Specify Pitch Specify Roof Slope Specify Roof Slope FL-18A FL-18 FL-952 FL-18C FL-874 FL-38A PBR Panel FL-49 2'-6" FL-51 3'-0" FL-558 FL-556 FL-893 FL-19 FL-16 FL-17 PRODUCT CHECKLIST SUBJECT TO CHANGE WITHOUT NOTICE SEE www.mbci.com FOR CURRENT INFORMATION REV 00.03 PB-9 PRODUCT INFORMATION PBR PANEL Inside Corner Trim Base Trim (With Sheeting Notch) Downspouts Base Trim (Without Sheeting Notch) LTP Sealant Corner Trim - Outside Jamb Trim Head Trim Closures NOTE: 25' Per tube at ¼" bead *Special order - requires two-week lead time HW-456 HW-455 ½" X ³⁄ � � " HW-507 1" X ³⁄ � � " HW-506 Triple Bead HW-502 Color Part No. White HW-540 Gray HW-540 Almond HW-540 Bronze HW-540 High Strength Fiberglass High Strength Fiberglass U.V. Resistant FL-72 FL-800 FL-31A - With Kick-Out FL-31 - Straight FL-530 FL-26 FL-23 FL-830 1C\v" COLOR 1C\v" C\v" 4Z\x" C\v" 4Z\x" 4" 4"3Z\x " 3 Z\x " 3⁵\₁₆" 3⁵\₁₆" COLOR 1C \ v " 1C\ v " C\v" C\v" 1³⁄" ⁄ " 135° COLOR 3¹⁄" 2" 45° COLOR 2¹⁄ " 1³⁄" ¹⁄" 1Z\v" 2" Z\x" COLOR 1" 12-14 X 1¼" Driller 12-14 x 1" Pancake Head Driller 12-14 X 1¼" Long Life Driller ⅛ X 3/16" Stainless Steel Pop Rivet ¼"-14 X ⅞" Long Life Lap Tek ¼"-14 X 1¼" Long Life Driller with 1⅛" O.D. washer ¼"-14 X ⅞" Long Life Lap Tek with 1⅛" O.D. Washer Fasteners #14 #44L #43L #17A #12A #3 #4 #14 #44L #43L #14 #44L #43L 1Z\v" 1C\₈"COLOR 2Z\x" Inside Outside Beveled Inside* Beveled Outside* TRI-BEAD TRIPLE BEAD ¹⁄" x ³⁄" URETHANESEALANT 11 OZ. TRI-BEAD TRIPLE BEAD ¹⁄" x ³⁄" URETHANESEALANT 11 OZ. Note: It is the users responsibility to ensure that the installation and use of all light transmitting panels comply with State, Federal and OSHA regulations and laws, including, but not limited to, guarding all light transmitting panels with screens, fixed standard railings, or other acceptable safety controls that prevent fall-through. PB-10 REV 00.03 SEE www.mbci.com FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE PRODUCT INFORMATION PBR PANEL NOTES:1. The PBR panel has an unsymmetrical purlin bearing side lap leg. Panel side lap with extended foot to bear on frame. 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. Consult a professional engineer for use on any specific application. 3. Minimum ½" x ³⁄ � � " tape sealer required at panel side laps when used as roof panels.4. Side lap fasteners are required. Typical spacing is 20" O.C. However, this spacing may not be appropriate for all applications. Consult a professional engineer for use on any specific application. PANEL ENDS INTERIOR OF PANEL APPLICATION PREVAILING WIND PBR PANEL FASTENER LOCATIONS SUBJECT TO CHANGE WITHOUT NOTICE SEE www.mbci.com FOR CURRENT INFORMATION REV 00.03 PB-11 PRODUCT INFORMATION PBR PANEL Endlap 1. Stack 2 continuous layers of ½" X ³⁄ � � " tape sealer on top of each other and must be installed between weather infiltration point and fastener.2. Install a ½" X ³⁄ � � " tape sealer pigtail to complete the seal between the side lap tape sealant and the end lap tape sealant. 3. Install Fastener #3 (12-14 X 1¼" Long Life driller) on each side of major ribs of panel (two fasteners per foot).4. Fastener #17A (12-14 X 1¼" self-driller) are available as an alternate when long life fasteners are not desired. NOTES: Sidelap1. ½" X ³⁄ � � " tape sealer must be installed between weather infiltration point and fastener. 2. Install Fastener #4 (¼"-14 X ⅞" Long Life Lap Tek) at 20" O.C. at roof panel side laps and 24" O.C. at wall panel side laps. 3. When possible, install panels such that sidelaps are nested away from prevailing winds.4. Fastener #4A (¼"-14 X ⅞" Lap Tek) are available as an alternate when long life fasteners are not desired. SLOP E ENDLAP ATTACHMENT (SEE DETAIL B) PBR PANEL ¹⁄" x ³⁄" TAPE SEALER(TWO LAYERS) ¹⁄" x ³⁄" TAPE SEALER(CONTINUOUS@ ENDLAP) 4" FASTENER #36 EACH PER PANEL PBR PANEL FASTENER #3HIGH SIDE ATTACHMENT(6 FASTENERS PER PANEL) FASTENER #3EAVE ATTACHMENT(6 FASTENERS PER PANEL) FASTENER #3 INTERMEDIATE PURLIN ATTACHMENT (3 FASTENERSPER PANEL) AA DETAIL "B" ¹⁄ - 14 X ⁄ LONG- LIFE LAPTEK W/WASHER (FASTENER #4) @ 20” O.C. DETAIL "A" ¹⁄" X ³⁄" TAPE SEALER (HW-507) (TWO LAYERS) ¹⁄" X ³⁄" TAPE SEALER PIGTAIL TO ENDLAP TAPE SEALANT(HW-507) ¹⁄" X ³⁄" TAPE SEALER PIGTAIL TO ENDLAP PBR ROOF PANEL ¹⁄" X ³⁄" TAPE SEALER CONTINUOUS DOWN PANEL SIDE LAP (HW-507) PBR PANEL ATTACHNENT PB-12 REV 00.03 SEE www.mbci.com FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE PRODUCT INFORMATION PBR PANEL CONSTRUCTION NO. 542 UL 90 LIGHT TRANSMITTING PANEL INSTALLATION SLOPE TRI-BEAD TAPE SEALER ¹⁄" x ³⁄" TAPE SEALER ¹⁄" x ³⁄" TAPE SEALER PIGTAIL ENDLAP TAPE SEALER TO SIDE LAP SEALER (HW-507) LOWER PANEL PURLIN SLOPE FASTENER #43L (18 MINIMUM) LIGHT TRANSMITTING PANEL PURLIN LOWER PANEL TRI-BEAD TAPE SEALER Install roof panels, leaving the light transmitting panel run open, except for lower light transmitting panel run metal panel. Install tape sealer to panel sidelaps and across panel width as normal. Attach light transmitting panels at the low and mid- slope connection to the purlin with nine Fastener #43L (¼ - 14 x 1¼" Long Life Driller with 1⅛" O.D. washer) per connection. Install a Z\x" x C\cx" tape sealer pigtail to complete the seal between the side lap sealant and the end lap sealant. SUBJECT TO CHANGE WITHOUT NOTICE SEE www.mbci.com FOR CURRENT INFORMATION REV 00.03 PB-13 PRODUCT INFORMATION PBR PANEL CONSTRUCTION NO. 542 UL 90 LIGHT TRANSMITTING PANEL INSTALLATION (Continued) FASTENER #44L 10" O.C. SLOPE FASTENER #43L (18 MINIMUM) LIGHT TRANSMITTING PANEL PURLIN LOWER PANEL FASTENER #3 (9 PER PANEL) ¼"-14 X " LONG LIFE LAP TEK #4 Be sure the light transmitting panel sidelaps have complete run of (½" x ³⁄ � � ") tape sealer between the light transmitting panel and the PBR panel. Fasten light transmitting panel with Fastener #44L (¼" - 14 x ⅞" Long Life Lap Tek with 1⅛" O.D. washer) at 10" O.C. down each side lap. Install upper metal panel in light transmitting panel run and fasten as at a normal endlap with nine Fastener #3 (12 - 14 X 1¼" Long Life driller). PB-26 REV 00.03 SEE www.mbci.com FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE DETAILS PBR & PBU PANEL 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. III. 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. SUBJECT TO CHANGE WITHOUT NOTICE SEE www.mbci.com FOR CURRENT INFORMATION REV 00.03 PB-27 DETAILS PBR & PBU PANEL TYPICAL DETAILS Ridge NOTES: 1. When ordering ridge caps, specify roof slope. Refer to MBCI price pages for maximum slope for each ridge cap.2. Install 1" x ³⁄ � � " tape sealer across full width of ridge cap on both sides. Tape sealer must be installed between weather infiltration point and fasteners.3. Install 1" x ³⁄ � � " tape sealer to the sidelap of the ridge cap that will lap onto adjacent ridge cap. Tape sealer must be installed between weather infiltration point and fasteners. 4. Install Fastener #3 (12-14 X 1¼" Long Life driller) on both sides of major ribs (two per foot).5. Install four Fastener #4 (¼"-14 X ⅞" Long Life Lap Tek) in each ridge cap sidelap. Place (1) one Lap Tek in high rib on each side of the ridge cap centerline and one in line with purlin fastener on each side of ridge line. 1'-0" PEAK PURLIN FASTENER #3 6 EACH PER PANEL FASTENER #36 EACH PER PANEL PBR or PBU PANEL PBR or PBU RIDGE CAP PBR or PBU PANEL PBR or PBURIDGE CAP FASTENER #4(4) PER RIDGE CAP PEAK PURLIN 6" 1" X ³⁄"TAPE SEALER 1" X ³⁄"TAPE SEALER ¹⁄" X ³⁄" TAPE SEALER PIGTAIL TO ENDLAPTAPE SEALANT (HW-507) PB-28 REV 00.03 SEE www.mbci.com FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE DETAILS PBR & PBU PANEL TYPICAL DETAILS High Side Eave NOTES:1. Install outside closure, with 1" x ³⁄ � � " tape sealer top and bottom, across width of PBR or PBU panels. 2. Install Sculptured High Side Eave to PBR or PBU panels at each major rib with Fastener #4 (¼"-14 X ⅞" Long Life Lap Tek). Sculptured high side eave trim should overhang outside closures ½" - 1".3. Attach front face of sculptured high side eave trim to wall with fasteners or cleat as required for wall substrate. 4. Trim laps should be approximately 3" with sufficient amount of Fastener #4 (¼"-14 X ⅞" Long Life Lap Tek) to hold lap together. Apply bead of urethane sealant between trim at 3" lap. OUTSIDE CLOSURE PBR or PBU PANEL PBR or PBU PANEL FASTENER #3 6 EACH PER PANEL EAVE STRUT SCULPTURED HIGH SIDE EAVE 1" x ³⁄" TAPE SEALERFASTENER #4@ EACH MAJOR RIB FASTENER #4 12" O.C. 1" x ³⁄" TAPE SEALER SCULPTURED HIGH SIDE EAVE FASTENER #3 6 EACH PER PANEL EAVE STRUT OUTSIDE CLOSURE FASTENER #4 @ EACH MAJOR RIB OUTSIDE CLOSURE SUBJECT TO CHANGE WITHOUT NOTICE SEE www.mbci.com FOR CURRENT INFORMATION REV 00.03 PB-29 DETAILS PBR & PBU PANEL TYPICAL DETAILS Hip NOTES: 1. Bevel cut and install PBR or PBU panels to follow bevel of hip.2. Install beveled outside closures to panels, with 1" x ³⁄ � � " tape sealer top and bottom, following bevel of hip. Beveled closures must be special ordered and require a two week lead time. 3. Install hip flashing to panel at each major rib with Fastener #4 (¼"-14 X ⅞" Long Life Lap Tek). Hip flashing should overlap outside closures ½"-1". 4. Trim laps should overlap approximately 3" with a bead of urethane sealant in between. Install a sufficient amount of Fastener #4 (¼"-14 X ⅞" Long Life Lap Tek) to hold lap together. ZEE PURLIN12 X 14 X 1 PANCAKE HEAD SELF-DRILLERFASTENER #12A (2 @ EACH PURLIN) RIDGE HIP TRIM ROOF PANEL HIP SUPPORT PLATE BEVELED OUTSIDE CLOSURE HIP FLASHING ZEE PURLIN HIP PLATE FASTENER #4 @ EACH MAJOR RIB BEVELED OUTSIDE CLOSURE PBR or PBU PANEL 12 X 14 X 1¹⁄ LONG-LIFE DRILLER W/WASHER FASTENER #3 6 EACH PER PANEL ¹⁄-14 x ⁄ LONG-LIFELAPTEK W/WASHER FASTENER #4 @ EACH MAJOR RIB1" x ³⁄" TAPE SEALERTOP AND BOTTOM OF CLOSURE 1" x ³⁄" TAPE SEALERTOP AND BOTTOM OF CLOSURE FASTENER #12A SDS (2 @ EACH PURLIN) 2" PB-30 REV 00.03 SEE www.mbci.com FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE DETAILS PBR & PBU PANEL TYPICAL DETAILS Valley NOTES: 1. For valleys 30' or less in length, use standard valley trim. Valleys over 30' in length require extended valley trim.2. Apply triple bead tape sealer to valley trim parallel to the slope of the valley. Lower edge of tape sealer should be 4½" from center of valley for standard valleys and 9" from the center of the valley for extended valleys. 3. Install high rib section of inside closure that has been field cut from standard 3'-0" straight closure. Place the cut closure square with the rib of the panel. Install 1" x ³⁄ � � " tape sealer to top of inside closure prior to laying panel edge down on top of the cut closure. The triple bead tape with proper fastener sequence will seal the minor ribs of the panel that are between the major ribs. 4. Bevel cut PBR or PBU panels to fit slope of valley and install to valley with Fastener #3 (12-14 X 1¼" Long Life driller) at 4" on center. Fasteners must be installed through the the triple bead tape sealer.5. Trim laps should overlap approximately 6" with a bead of urethane sealant in between. Do not rivet valley laps together. If laps gap open, install Fastener #4 (¼"-14 X ⅞" Long Life Lap Tek) into each side of water diverter while holding lap tightly together. PURLIN VALLEY TRIM VALLEY SUPPORTPLATE FIELD NOTCH PLATE@ PURLIN AS REQUIRED VALLEY TRIM PBR OR PBU ROOF PANEL ZEE PURLIN 12-14 x 1¹⁄ LONG-LIFE SELF DRILLER W/WASHER(FASTENER #3) 4" O.C. 12-14 x 1 PANCAKE HEAD SELF DRILLER (FASTENER #12A) @ 5'-0" O.C. 1" X ³⁄" TAPE SEALERTOP & SIDES OF CLOSURE TRIPLE BEAD TAPE SEALER(HW-502) FIELD CUT HIGH RIBOF INSIDE CLOSURE& PLACE SQUARE WITH PANEL RIB FIELD CUT INSIDE CLOSURE PBR or PBU PANEL FASTENER #3 4" O.C. BEVEL CUT PANEL TO MATCH SLOPE OF VALLEY TRIM TRIPLE BEAD TAPE SEALER 1" X ³⁄"TAPE SEALER 4¹⁄" SUBJECT TO CHANGE WITHOUT NOTICE SEE www.mbci.com FOR CURRENT INFORMATION REV 00.03 PB-31 DETAILS PBR & PBU PANEL TYPICAL DETAILS Gutter NOTES: Eave Gutter 1. Attach gutter to eave strut with two Fastener #14A pop rivets per section.2. Install inside closures to top leg of gutter with 1" x ³⁄ � � " tape sealer top and bottom. 3. Install PBR or PBU panel with Fastener #3 (12-14 X 1¼" Long Life driller) on each side of major ribs (two fasteners per foot). Fasteners must be installed up slope from inside closures. 4. Gutter laps should be approximately 3" with a bead of urethane sealant in between. Install a sufficient amount of pop rivets to hold lap together.5. Install gutter straps 3'-0" on center with Fastener #4 (¼"-14 X ⅞" Long Life Lap Tek) fasteners at each end. Hang-on Gutter1. Attach Box Panel Cap Trim to top of eave strut with pop rivet #14A (two per 10'-0" section). 2. Install inside closure on top of Box Panel Cap Trim with 1" x ³⁄ � � " tape sealer top and bottom of closure.3. Install PBR or PBU panels with Fastener #3 (12-14 X 1¼" Long Life driller)on each side of the major ribs (two fasteners per foot). Fasteners must be installed up slope from inside closures. 4. Attach gutter to roof panels with Fastener #4 (¼"-14 X ⅞" Long Life Lap Tek) at 12" O.C.5. Gutter laps should be approximately 3" with a bead of urethane sealant in between. Install a sufficient amount of Fastener #14 (pop rivets) to hold lap together.6. Install gutter straps 3'-0" on center with Fastener #4 (¼"-14 X ⅞" Long Life Lap Tek) at each end. PBR or PBU PANEL INSIDE CLOSURE FASTENER #36 EACH PER PANEL WALL PANEL SCULPTUREDHANG ONGUTTER FASTENER #4 GUTTER STRAP FASTENER #4 1" x ³⁄"TAPE SEALER 1" x ³⁄"TAPE SEALER BOX PANEL CAP TRIM FASTENER #14APOP RIVET (2 PER TRIM PIECE) INSULATION DOUBLE FACED TAPE EAVE STRUT FASTENER #3(6 EACH PER PANEL) FASTENER #14APOP RIVET(2 PER TRIM PIECE) PBR or PBU PANEL WALL PANEL SCULPTUREDEAVE GUTTER FASTENER #4 GUTTER STRAP INSIDE CLOSURE FASTENER #4 1" x ³⁄"TAPE SEALERTOP AND BOTTOMOF CLOSURE 1³⁄" OR AS SPECIFIED INSULATION DOUBLE FACED TAPE EAVE STRUT 1³⁄" OR AS SPECIFIED FASTENER #4 @ 12" O.C. ¹⁄" X ³⁄" TAPE SEALER 1" X ³⁄" TAPE SEALER (HW-506) TOP & BOTTOM OF CLOSURE INSIDE CLOSURE BOX PANEL CAP TRIM (HW-507) @ PANEL SIDELAP AND FOR PIGTAIL PBR SCULPTURED HANG ON GUTTER PBR ROOF PANEL PB-32 REV 00.03 SEE www.mbci.com FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE DETAILS PBR & PBU PANEL TYPICAL DETAILS Eave Trim NOTES: 1. Install eave trim to structure with two pop rivets per section.2. Install inside closures along top leg of eave trim with 1" x ³⁄ � � " tape sealer top and bottom.3. Install PBR or PBU panel with Fastener #3 (12-14 X 1¼" Long Life driller) on each side of major ribs (2 fasteners per foot) allowing panel to overhang 1C\v" plus wall thickness. Fasteners must be installed up slope from inside closures.4. Attach front face of eave trim to wall with fasteners or cleat as required for wall substrate. 5. Trim laps should overlap approximately 3" with a bead of urethane sealant in between. Install a sufficient amount of Fastener #4 (¼"-14 X ⅞" Long Life Lap Tek) to hold lap together. INSIDE CLOSURE EAVE TRIM DOUBLE FACED TAPE INSULATION WITH VINYL FOLDED BACK AT EAVE ¹⁄" X ³⁄" TAPE SEALER 1" X ³⁄" TAPE SEALERTOP AND BOTTOMOF CLOSURE ³⁄ 1" X " TAPE SEALER PIGTAIL(SEAL TO TAPE SEALER AT EAVE AND SIDELAP) PBR or PBU PANEL PBR or PBU PANEL FASTENER #3 (6 EACH PER PANEL) EAVE STRUT FASTENER #4 12" O.C. FASTENER #14A (2 PER TRIM PIECE) DETAIL "A" SIDELAP ATTACHMENT (SEE DETAIL A) INSIDE CLOSURE EAVE TRIM FASTENER #14A(2 PER TRIM PIECE) EAVE STRUT WALL PANEL FASTENER #3 (6 EACH PER PANEL) FASTENER #4 12" O.C. INSULATION DOUBLE FACED TAPE OUTSIDE CLOSURE 1³⁄" OR AS SPECIFIED 1" X ³⁄" TAPE SEALERTOP AND BOTTOMOF CLOSURE ¹⁄" x ³⁄" TAPE SEALER ¹⁄ - 14 X ⁄ LONG- LIFE LAPTEK W/WASHER (FASTENER #4)@ 20” O.C. ¹⁄" X ³⁄" TAPE SEALER PIGTAIL SUBJECT TO CHANGE WITHOUT NOTICE SEE www.mbci.com FOR CURRENT INFORMATION REV 00.03 PB-33 DETAILS PBR & PBU PANEL TYPICAL DETAILS Rake NOTES: Beginning on Module1. Install 1" x ³⁄ � � " tape sealer to top of PBR or PBU panel rib. 2. Install rake trim to PBR or PBU panel rib with Fastener #4 (¼"-14 X ⅞" Long Life Lap Teks) at 1'-0" on center. 3. Attach front face of rake trim to wall with fasteners or cleat 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 Fastener #14 pop rivets to hold lap together. Finishing off Module1. Cut and bend a 1" leg on PBR or PBU Panel. 2. Install 1" x ³⁄ � � " tape sealer to top of PBR or PBU panel. 3. Install rake trim to PBR or PBU panel with Fastener #4 (¼"-14 X ⅞" Long Life Lap Teks) at 6" on center.4. Attach front face of rake trim to wall with fasteners or cleat as required for wall substrate. 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. RAKE ANGLE PURLIN FASTENER #4 6" O.C. FIELD BEND 1" LEG PBR or PBU PANEL FASTENER #4 12" O.C. SCULPTURED RAKE TRIM FASTENER #4 12" O.C. 1" X ³⁄"TAPE SEALER 1" X ³⁄"TAPE SEALER OUTSIDE CLOSURE BEGINNING ON MODULE FINISHING OFF MODULE FASTENER #17A EACH SUPPORT PB-34 REV 00.03 SEE www.mbci.com FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE DETAILS PBR & PBU PANEL TYPICAL DETAILS Parapet High Side Eave NOTES:1. Install outside closure, with 1" x ³⁄ � � " tape sealer top and bottom, across width of PBR or PBU panels. 2. Install parapet high side trim to PBR or PBU panels at each major rib with Fastener #4 (¼"-14 X ⅞" Long Life Lap Teks). Trim should overhang outside closures ½" - 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 Fastener #4 (¼"-14 X ⅞" Long Life Lap Tek) to hold lap together. OUTSIDE CLOSURE FASTENER #3 6 PER PANEL FASTENER #4@ EACH MAJOR RIB WALL PANEL GIRT PARAPET HIGH SIDE EAVE FLASHING PURLIN PURLIN FASTENER #3 6 PER PANEL FASTENER #3 6 PER PANEL PBR or PBU PANEL PBR or PBU PANEL WALL PANEL FASTENER #4 @ EACH MAJOR RIB OUTSIDE CLOSURE PARAPET HIGH SIDE EAVE FLASHING 1" X ³⁄" TAPE SEALER TOP AND BOTTOM OF CLOSURE FASTENER #3 6 PER PANEL INSIDE CLOSURE GIRT FASTENER #14APOP RIVET 1" X ³⁄" TAPE SEALERTOP AND BOTTOM OF CLOSURE SUBJECT TO CHANGE WITHOUT NOTICE SEE www.mbci.com FOR CURRENT INFORMATION REV 00.03 PB-35 DETAILS PBR & PBU PANEL TYPICAL DETAILS Parapet Rake NOTES:Beginning on Module 1. Install 1" x ³⁄ � � " tape sealer to top of PBR or PBU panel rib.2. Install parapet rake trim to PBR or PBU panel rib with Fastener #4 (¼"-14 X ⅞" Long Life Lap Teks) at 1'-0" on center. 3. Attach top leg of parapet rake trim to 2" X 4" angle with Fastener #14A 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 #4 (¼"-14 X ⅞" Long Life Lap Tek) to hold lap together. Finishing off Module 1. Cut and bend a 1" leg on PBR or PBU Panel.2. Install 1" x ³⁄ � � " tape sealer to top of PBR or PBU panel. 3. Install parapet rake trim to PBR or PBU panel with Fastener #4 (¼"-14 X ⅞" 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 #4 (¼"-14 X ⅞" Long Life Lap Tek) to hold lap together. PARAPET RAKE TRIM FASTENER #17A @ EACH PURLIN FASTENER #4 6" O.C. FASTENER #4 12" O.C. PBR or PBU PANEL 2" X 4" x 16 GAUGE ANGLE FIELD BEND 1" LEG FASTENER #14A POP RIVET(2 PER TRIM PIECE) PURLIN FINISHING OFF MODULE 1" X ³⁄" TAPE SEALER FASTENER #3 INSIDE CLOSURE BEGINNING ON MODULE PB-36 REV 00.03 SEE www.mbci.com FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE DETAILS PBR & PBU PANEL TYPICAL DETAILS Corner NOTES:1. Install corner trim with Fastener #4 (¼ - 14 X ⅞" Long Life Lap Tek) at 2'-0" O.C. INSIDE CORNER DETAIL INSIDE CORNER TRIM WALL GIRT FASTENER #4 24" O.C. WALL GIRT OUTSIDE CORNER DETAIL PBR or PBU PANEL PBR or PBU PANEL OUTSIDE CORNER TRIM FASTENER #4 24" O.C. SUBJECT TO CHANGE WITHOUT NOTICE SEE www.mbci.com FOR CURRENT INFORMATION REV 00.03 PB-37 DETAILS PBR & PBU PANEL TYPICAL DETAILS Corner Box NOTES: 1. Gutter and rake trim must be ordered with a left and right mitered end. To determine left or right, stand on ground and look toward eave. Roof slope must also be specified. PBR or PBU PANEL SCULPTURED EAVE GUTTER (MITERED) GUTTER STRAPS 3'-0" O.C. PBR WALL PANEL CORNER TRIM SCULPTURED RAKE TRIM (MITERED) GUTTER END SCULPTURED EAVE GUTTER (MITERED) SCULPTURED RAKE TRIM (MITERED) GUTTER END PB-38 REV 00.03 SEE www.mbci.com FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE DETAILS PBR & PBU PANEL TYPICAL DETAILS Base NOTES: 1. Wall with vinyl insulation, pull back fiberglass approximately 4" pull over end and staple. Apply double face tape to base angle and stick insulation to it before applying panel and fastening with Fastener #3 (¼ - 14 x 1¼" 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. 2" x 4" BASE ANGLE FASTENER #3 (6 PER PANEL)PBR or PBU PANEL PBR or PBU PANEL 2" x 4" BASE ANGLE FASTENER #3 (6 PER PANEL) FASTENER #11 @ 3'-0" O.C. FASTENER #11 @ 3'-0" O.C. DOUBLE-FACED TAPE INSULATION DOUBLE-FACEDTAPE INSULATION ¹⁄" MIN. ¹⁄" MIN. BASE TRIM SUBJECT TO CHANGE WITHOUT NOTICE SEE www.mbci.com FOR CURRENT INFORMATION REV 00.03 PB-39 DETAILS PBR & PBU PANEL TYPICAL DETAILS Head Jamb NOTES:1. Install Jamb and Head Trim with pop rivets as required to support flashing during panel installation. DOOR JAMB JAMB TRIM WALL GIRT HEAD TRIM GIRT DOOR HEAD HEAD FASTENER #3 @ EACH GIRT JAMB FASTENER #17A@ 12" O.C.FASTENER #3 3'-0" O.C. PBR or PBU PANEL PBR or PBU PANEL FASTENER #17A @ EACH GIRT FASTENER #17A @ EACH GIRT FASTENER #17A @ 12" O.C. July 31, 2018 / Rev 00.03 For the most current information available, visit our Web site at www.mbci.com Houston, TX14031 West HardyP.O. Box 38217Houston, TX 77238281-407-6915 Adel, GA1601 Rogers RoadP.O. Box 1107Adel, GA 31620888-514-6062 Atlanta, GA2280 Monier AvenueP.O. Box 44729Atlanta, GA 30336678-337-1619 Atwater, CA550 Industry WayP.O. Box 793Atwater, CA 95301209-445-3891 Ennis TX1804 Jack McKay Blvd.P.O. Box 1210Ennis, TX 75120469-256-8255 Indianapolis, IN1780 McCall Drive P.O. Box 657Shelbyville, IN 46176317-364-4329 Lubbock, TX5711 East FM-40P.O. Box 10133Lubbock, TX 79408806-224-2724 Memphis, TN300 Highway 51 NorthP.O. Box 366Hernando, MS 38632662-298-2337 Oklahoma City, OK7000 S. Eastern AvenueP.O. Box 95998Oklahoma City, OK 73143405-492-6968 Omaha, NE1011 Ellison AvenueOmaha, NE 68110402-983-8006 Phoenix, AZ660 South 91st AvenueP.O. Box 739Tolleson, AZ 85353480-630-3022 Rome, NY6168 State Route 233P.O. Box 4141Rome, NY 13442315-371-4330 Salt Lake City, UT1155 West 2300 North P.O. Box 16027Salt Lake City, UT 84116 385-715-2952 San Antonio, TX8677 I-10 EastP.O. Box 69Converse, TX 78109210-888-9768 SITE NOTES1.CONTRACTOR TO FIELD VERIFY ALL EXISTING C O N D I T I O N S A N D C O O R D I N A T E WITH NEW DESIGN INTENT. NOTIFY DESIGNER & O W N E R O F A N Y DISCREPANCIES FOR CLARIFICATION.2.SITE. IF ANY DAMAGE IS DONE TO WALKWAYS, D R I V E W A Y S , E T C . N E E D E D REPAIRS SHALL BE PROVIDED BY THE CONTRA C T O R . R E P A I R O R R E P L A C E ANY DAMAGED VEGETATION OR TERRAIN THA T I S I N D I C A T E D T O B E PROTECTED OR IS MORE THAN EIGHT FEET FRO M A N Y C O N S T R U C T I O N . 3.FINAL GRADING. REFER TO CIVIL DRAWINGS4.CONCRETE PADS AND WALKS. REFER TO CIVIL D R A W I N G S 5.PROVIDE ALL WALL, BASE, CAP, THRU-WALL F L A S H I N G A N D / O R C O U N T E R FLASHING, ETC. AS REQUIRED TO PREVENT ENT R A N C E O F W A T E R . 6.CONTRACTOR SHALL PROVIDE AND BE RESPON S I B L E F O R S A F E T Y A N D TEMPORARY UTILITIES TO THE OCCUPIED ARE A S O F B U I L D I N G D U R I N G CONSTRUCTION OF NEW AREA.CT BENCHMARK PROJECT BENCHMARK B L D G # 2 ( 5 1 ' - 2 " x 2 0 1 ' - 2 " ) 1 0 , 3 0 1 S . F . B L D G . # 4 ( P H A S E I I I ) ( 6 1 ' - 2 " x 1 8 1 ' - 2 " ) 1 1 , 0 8 9 S . F . B L D G # 1 ( 5 1 ' - 2 " x 2 0 1 ' - 2 " ) 1 0 , 3 0 1 S . F . B L D G . # 3 ( 6 1 ' - 2 " x 1 8 1 ' - 2 " ) 1 1 , 0 8 9 S . F . B L D G . # 5 ( 5 1 ' - 2 " x 2 0 1 ' - 2 " ) 1 0 , 3 0 1 S . F . B L D G . # 6 ( P H A S E I I I ) ( 5 1 ' - 2 " x 1 7 6 ' - 2 " ) 9 , 0 2 1 S . F . E X I S T I N G B U I L D I N G T O R E M A I N E X I S T I N G B U I L D I N G T O R E M A I N E X I S T I N G B U I L D I N G T O R E M A I N B L D G # 2 B L D G # 1 B L D G # 3 B L D G # 4 ( P H A S E I I I ) B L D G # 6 ( P H A S E I I I ) B L D G # 5 S I T E P L A N 1 0 1 / 1 4 / 1 9 A L T E R N A T E C O M P L I A N C E R E Q U E S T C R O S S R O A D S M O V I N G & S T O R A G E 1 5 7 4 5 F M 2 1 5 4 C O L L E G E S T A T I O N , T E X A S 7 7 8 4 5 w w w . c r o s s r o a d s m o v i n g a n d s t o r a g e . c o m I S S U E S / R E V I S I O N S T h e b u i l d i n g d e s i g n w o r k s d e p i c t e d h e r e i n a r e t h e s o l e p r o p e r t y o f B R A N N A N D E S I G N S L L C a n d m a y n o t b e c o n s t r u c t e d o r u s e d w i t h o u t i t s e x p r e s s w r i t t e n p e r m i s s i o n . N o p e r m i s s i o n t o m o d i f y o r r e p r o d u c e a n y o f t h e s e b u i l d i n g d e s i g n w o r k s , i n c l u d i n g w i t h o u t l i m i t a t i o n t h e c o n s t r u c t i o n o f a n y b u i l d i n g , i s e x p r e s s e d o r s h o u l d b e i m p l i e d f r o m d e l i v e r y o f p r e l i m i n a r y d r a w i n g s o r u n s e a l e d c o n s t r u c t i o n d r a w i n g s . P e r m i s s i o n t o c o n s t r u c t t h e b u i l d i n g d e p i c t e d i n s i g n e d c o n s t r u c t i o n d r a w i n g s i s e x p r e s s l y c o n d i t i o n e d o n t h e f u l l a n d t i m e l y p a y m e n t o f a l l f e e s o t h e r w i s e d u e B R A N N A N D E S I G N S L L C a n d , i n t h e a b s e n c e o f a n y w r i t t e n a g r e e m e n t t o t h e c o n t r a r y , i s l i m i t e d t o a o n e - t i m e u s e o n t h e s i t e i n d i c a t e d o n t h e s e p l a n s . N o t e : T h e s e p l a n s a n d d r a w i n g s a r e d e s i g n e d t o c o m p l y w i t h t h e o w n e r ' s s p e c i f i c a t i o n s . T h e c o n t r a c t o r w i l l b e r e s p o n s i b l e f o r t h e v e r i f i c a t i o n o f a l l f i e l d c o n d i t i o n s , d i m e n s i o n s , d e t a i l s , d r a w i n g s , a n d s p e c i f i c a t i o n s f o r p e r m i t & c o n s t r u c t i o n . B R A N N A N D E S I G N S i s p r o v i d i n g d r a f t i n g a n d / o r d e s i g n s e r v i c e s o n l y a n d w i l l n o t b e l i a b l e f o r a n y h u m a n e r r o r a f t e r c o n s t r u c t i o n h a s b e g u n . N O . D A T E D E S C R I P T I O N B R A N N A N D E S I G N S A R C H I T E C T U R E & I N T E R I O R D E S I G N P O B o x 5 9 0 6 7 0 H o u s t o n , T X 7 7 2 5 9 - 0 6 7 0 V : 2 8 1 - 4 8 8 - 2 0 0 3 i n f o @ b r a n n a n d e s i g n s . c o m w w w . b r a n n a n d e s i g n s . c o m N O T F O R C O N S T R U C T I O N F O R D E S I G N R E V I E W O N L Y © 2 0 1 9 B R A N N A N D E S I G N S . A L L R I G H T S R E S E R V E D . N o p a r t o f t h i s d o c u m e n t m a y b e r e p r o d u c e d o r u t i l i z e d i n a n y f o r m w i t h o u t p r i o r w r i t t e n a u t h o r i z a t i o n f r o m B R A N N A N D E S I G N S . S H E E T N O : S H E E T T I T L E : E M E R S O N J O N E S , J R . T X R E G I S T E R E D A R C H I T E C T , # 2 0 8 5 7 D A T E 0 1 / 1 4 / 1 9 D R A W N B Y : E M B R E V I E W E D B Y : E J A T T S X E T E F O SA EMER S O N J O N E 2 0 8 5 7 REGIST E R E D A R C H I T E C T S R J 0'-0"11'-0"12'-1" EH-0'-6"12'-1"11'-0" 10'-0" 10'-0" 1 2 1 . 5 0 ' - 0 " 1 0 ' - 0 " - 0 ' - 6 " 0 ' - 0 " 1 0 ' - 0 " 1 1 ' - 1 " E H - 0 ' - 6 " 11'-1" 10'-0" 2 0 ' - 0 " STONE COLUMN W I T H TAPERED BASE CEDAR AWNING W I T H SUSPENSION CAB L E S S T O N E C O L U M N W I T H T A P E R E D B A S E C E D A R A W N I N G W I T H S U S P E N S I O N C A B L E S D E C O R A T I V E L E D B A C K L I T M E T A L G R A P H I C B U I L D I N G # 3 4'-4" 2 0 ' - 0 " 1'-6" PROPOSED ELEVATIONSFACING 2154 9'-0" DECORATIVE SC O N C E 6'-8" R A I L R O A D L I G H T I N G R E T R O F I T T E D A S S C O N C E 6'-8" 6'-8"2'-0"8'-6" 8'-6" PLAN VIEWS (STAGGERED)BUILDING #1 B U I L D I N G # 4 B U I L D I N G # 3 BUILDING #1 B U I L D I N G # 4 NEW CEDAR AWNINGS TO MATCHTHIS ELEMENT ON EXISTING ENTRY GUTTERS & DOWNSPOUTS TO MATCHEXISTING BUILDINGS ON SITEMETAL PANELS TO MATCHEXISTING BUILDINGS ON SITE G A L V A L U M E R O L L U P D O O R S & G U T T E R S / D O W N S P O U T S T O M A T C H E X I S T I N G B U I L D I N G S O N S I T E E X I S T I N G P R O P E R T Y S I G N A G E T O R E M A I N E X I S T I N G P R O P E R T Y E N T R A N C E B U I L D I N G E X I S T I N G P R O P E R T Y E N T R A N C E B U I L D I N G P R O P O S E D B U I L D I N G E L E V A T I O N S @ S I T E 1 0 1 / 1 4 / 1 9 A L T E R N A T E C O M P L I A N C E R E Q U E S T C R O S S R O A D S M O V I N G & S T O R A G E 1 5 7 4 5 F M 2 1 5 4 C O L L E G E S T A T I O N , T E X A S 7 7 8 4 5 w w w . c r o s s r o a d s m o v i n g a n d s t o r a g e . c o m I S S U E S / R E V I S I O N S T h e b u i l d i n g d e s i g n w o r k s d e p i c t e d h e r e i n a r e t h e s o l e p r o p e r t y o f B R A N N A N D E S I G N S L L C a n d m a y n o t b e c o n s t r u c t e d o r u s e d w i t h o u t i t s e x p r e s s w r i t t e n p e r m i s s i o n . N o p e r m i s s i o n t o m o d i f y o r r e p r o d u c e a n y o f t h e s e b u i l d i n g d e s i g n w o r k s , i n c l u d i n g w i t h o u t l i m i t a t i o n t h e c o n s t r u c t i o n o f a n y b u i l d i n g , i s e x p r e s s e d o r s h o u l d b e i m p l i e d f r o m d e l i v e r y o f p r e l i m i n a r y d r a w i n g s o r u n s e a l e d c o n s t r u c t i o n d r a w i n g s . P e r m i s s i o n t o c o n s t r u c t t h e b u i l d i n g d e p i c t e d i n s i g n e d c o n s t r u c t i o n d r a w i n g s i s e x p r e s s l y c o n d i t i o n e d o n t h e f u l l a n d t i m e l y p a y m e n t o f a l l f e e s o t h e r w i s e d u e B R A N N A N D E S I G N S L L C a n d , i n t h e a b s e n c e o f a n y w r i t t e n a g r e e m e n t t o t h e c o n t r a r y , i s l i m i t e d t o a o n e - t i m e u s e o n t h e s i t e i n d i c a t e d o n t h e s e p l a n s . N o t e : T h e s e p l a n s a n d d r a w i n g s a r e d e s i g n e d t o c o m p l y w i t h t h e o w n e r ' s s p e c i f i c a t i o n s . T h e c o n t r a c t o r w i l l b e r e s p o n s i b l e f o r t h e v e r i f i c a t i o n o f a l l f i e l d c o n d i t i o n s , d i m e n s i o n s , d e t a i l s , d r a w i n g s , a n d s p e c i f i c a t i o n s f o r p e r m i t & c o n s t r u c t i o n . B R A N N A N D E S I G N S i s p r o v i d i n g d r a f t i n g a n d / o r d e s i g n s e r v i c e s o n l y a n d w i l l n o t b e l i a b l e f o r a n y h u m a n e r r o r a f t e r c o n s t r u c t i o n h a s b e g u n . N O . D A T E D E S C R I P T I O N B R A N N A N D E S I G N S A R C H I T E C T U R E & I N T E R I O R D E S I G N P O B o x 5 9 0 6 7 0 H o u s t o n , T X 7 7 2 5 9 - 0 6 7 0 V : 2 8 1 - 4 8 8 - 2 0 0 3 i n f o @ b r a n n a n d e s i g n s . c o m w w w . b r a n n a n d e s i g n s . c o m N O T F O R C O N S T R U C T I O N F O R D E S I G N R E V I E W O N L Y © 2 0 1 9 B R A N N A N D E S I G N S . A L L R I G H T S R E S E R V E D . N o p a r t o f t h i s d o c u m e n t m a y b e r e p r o d u c e d o r u t i l i z e d i n a n y f o r m w i t h o u t p r i o r w r i t t e n a u t h o r i z a t i o n f r o m B R A N N A N D E S I G N S . S H E E T N O : S H E E T T I T L E : E M E R S O N J O N E S , J R . T X R E G I S T E R E D A R C H I T E C T , # 2 0 8 5 7 D A T E 0 1 / 1 4 / 1 9 D R A W N B Y : E M B R E V I E W E D B Y : E J A T T S X E T E F O SA EMER S O N J O N E 2 0 8 5 7 REGIST E R E D A R C H I T E C T S R J 0'-0"11'-0"12'-1" EH-0'-6"12'-1"ELEVATION-A ELEVATION-B ELEVATION-C E L E V A T I O N - D N O T E : A L L E L E V A T I O N R E F E R E N C E S A R E R E L A T I V E O N L Y T O T H E L O W E S T E L E V A T I O N O F F . F . F O R E A C H B U I L D I N G . R E F E R T O C I V I L D R A W I N G S F O R A C T U A L F . F . E L E V A T I O N S . 2 0 0 ' - 0 " 50'-0"5'-0"15'-0"11'-1" EH 1 2 ' - 1 " E H 12'-1" 11'-1"8'-0"5'-0"16'-2"5'-0"16'-2"8'-10"8'-10" 1 0 ' - 0 " E H 11'-0" EH11'-0" 10'-0" 11'-0" G E N E R A L N O T E S : A . R E F E R E N C E D O O R T Y P E S A N D D O O R S C H E D U L E . B . S T O R A G E U N I T O V E R H E A D D O O R S T O B E P R O V I D E D B Y J A N U S I N T E R N A T I O N A L O R A P P R O V E D E Q U A L . P A N E L O V E R E X T E R I O R D O O R S T O M A T C H P R O F I L E O F O V E R H E A D D O O R S A N D I N S T A L L E D B Y O . H . D O O R I N S T A L L E R . C . P R O V I D E H O R I Z O N T A L F U R R I N G A S R E Q U I R E D F O R I N S T A L L A T I O N O F P A N E L S W I T H V E R T I C A L C O R R E G A T I O N . D . R E F E R T O M A N U F A C T U R E R ' S D E T A I L E D D R A W I N G S F O R A D D I T I O N A L G E N E R A L N O T E S . E . C O O R D I N A T E E X T E R I O R M E T A L P A N E L S . F A S T E N E R S P E R M A N U F A C T U R E R S R E C O M M E N D A T I O N S . F . S T R U C T U R A L S L O P E S A N D E L E V A T I O N H E I G H T S A R E S H O W N F O R G E N E R A L C O N C E P T O N L Y . R E F E R T O S T R U C T U R A L D R A W I N G S F O R S P E C I F I C T O P O F S T E E L A N D B O T T O M O F D E C K E L E V A T I O N S . G . M A N U F A C T U R E R T O P R O V I D E S T A N D A R D E A V E C L O S U R E S , A N D M I S C . T R I M R E Q U I R E D F O R C O M P L E T E R O O F A S S E M B L Y . K E Y E D N O T E S : 1 . A C C E S S I B L E C O N C R E T E R A M P B E T W E E N D R O P S I N S L A B . R E F E R T O S T R U C T U R A L A N D " A S " S H E E T S F O R A D D I T I O N A L I N F O R M A T I O N . 2 . M E T A L P A N E L S H E E T S I D I N G , T Y P I C A L . C O L O R : C R I M S O N R E D 3 . M B C I S T A N D I N G S E A M M E T A L R O O F . C O L O R : G A L V A L U M E . 4 . P R O V I D E B R E A K / C O R N E R M E T A L T R I M , T Y P I C A L . 5 . G U T T E R S & D O W N S P O U T S T O B E I N S T A L L E D , T Y P I C A L . VERIFY WITHMANUFACTURER'SDETAILEDDRAWINGS VERIFY WITH MANUFACTURER'S DETAILED DRAWINGS VERIFY WITH MANUFACTURER'S DETAILED DRAWINGS VERIFY WITHMANUFACTURER'SDETAILEDDRAWINGS VERIFY WITHMANUFACTURER'SDETAILEDDRAWINGSVERIFY WITHMANUFACTURER'SDETAILEDDRAWINGS VERIFY WITH MANUFACTURER'S DETAILED DRAWINGS 0 ' - 0 " 1 1 ' - 0 " 1 2 ' - 1 " E H - 0 ' - 6 " 12'-1" 11'-0" S T O N E C O L U M N W I T H T A P E R E D B A S E C E D A R A W N I N G W I T H S U S P E N S I O N C A B L E S D E C O R A T I V E S C O N C E 6'-8" 2 ' - 0 " 8'-6" 6'-8"10" N E W B U I L D I N G P E R M E T A L B U I L D I N G M A N U F A C T U R E R B U I L D I N G 1 1 0 1 / 1 4 / 1 9 A L T E R N A T E C O M P L I A N C E R E Q U E S T C R O S S R O A D S M O V I N G & S T O R A G E 1 5 7 4 5 F M 2 1 5 4 C O L L E G E S T A T I O N , T E X A S 7 7 8 4 5 w w w . c r o s s r o a d s m o v i n g a n d s t o r a g e . c o m I S S U E S / R E V I S I O N S T h e b u i l d i n g d e s i g n w o r k s d e p i c t e d h e r e i n a r e t h e s o l e p r o p e r t y o f B R A N N A N D E S I G N S L L C a n d m a y n o t b e c o n s t r u c t e d o r u s e d w i t h o u t i t s e x p r e s s w r i t t e n p e r m i s s i o n . N o p e r m i s s i o n t o m o d i f y o r r e p r o d u c e a n y o f t h e s e b u i l d i n g d e s i g n w o r k s , i n c l u d i n g w i t h o u t l i m i t a t i o n t h e c o n s t r u c t i o n o f a n y b u i l d i n g , i s e x p r e s s e d o r s h o u l d b e i m p l i e d f r o m d e l i v e r y o f p r e l i m i n a r y d r a w i n g s o r u n s e a l e d c o n s t r u c t i o n d r a w i n g s . P e r m i s s i o n t o c o n s t r u c t t h e b u i l d i n g d e p i c t e d i n s i g n e d c o n s t r u c t i o n d r a w i n g s i s e x p r e s s l y c o n d i t i o n e d o n t h e f u l l a n d t i m e l y p a y m e n t o f a l l f e e s o t h e r w i s e d u e B R A N N A N D E S I G N S L L C a n d , i n t h e a b s e n c e o f a n y w r i t t e n a g r e e m e n t t o t h e c o n t r a r y , i s l i m i t e d t o a o n e - t i m e u s e o n t h e s i t e i n d i c a t e d o n t h e s e p l a n s . N o t e : T h e s e p l a n s a n d d r a w i n g s a r e d e s i g n e d t o c o m p l y w i t h t h e o w n e r ' s s p e c i f i c a t i o n s . T h e c o n t r a c t o r w i l l b e r e s p o n s i b l e f o r t h e v e r i f i c a t i o n o f a l l f i e l d c o n d i t i o n s , d i m e n s i o n s , d e t a i l s , d r a w i n g s , a n d s p e c i f i c a t i o n s f o r p e r m i t & c o n s t r u c t i o n . B R A N N A N D E S I G N S i s p r o v i d i n g d r a f t i n g a n d / o r d e s i g n s e r v i c e s o n l y a n d w i l l n o t b e l i a b l e f o r a n y h u m a n e r r o r a f t e r c o n s t r u c t i o n h a s b e g u n . N O . D A T E D E S C R I P T I O N B R A N N A N D E S I G N S A R C H I T E C T U R E & I N T E R I O R D E S I G N P O B o x 5 9 0 6 7 0 H o u s t o n , T X 7 7 2 5 9 - 0 6 7 0 V : 2 8 1 - 4 8 8 - 2 0 0 3 i n f o @ b r a n n a n d e s i g n s . c o m w w w . b r a n n a n d e s i g n s . c o m N O T F O R C O N S T R U C T I O N F O R D E S I G N R E V I E W O N L Y © 2 0 1 9 B R A N N A N D E S I G N S . A L L R I G H T S R E S E R V E D . N o p a r t o f t h i s d o c u m e n t m a y b e r e p r o d u c e d o r u t i l i z e d i n a n y f o r m w i t h o u t p r i o r w r i t t e n a u t h o r i z a t i o n f r o m B R A N N A N D E S I G N S . S H E E T N O : S H E E T T I T L E : E M E R S O N J O N E S , J R . T X R E G I S T E R E D A R C H I T E C T , # 2 0 8 5 7 D A T E 0 1 / 1 4 / 1 9 D R A W N B Y : E M B R E V I E W E D B Y : E J A T T S X E T E F O SA EMER S O N J O N E 2 0 8 5 7 REGIST E R E D A R C H I T E C T S R J 0'-0"11'-0"12'-1" EH-0'-6"12'-1"ELEVATION-A ELEVATION-B ELEVATION-C E L E V A T I O N - D N O T E : A L L E L E V A T I O N R E F E R E N C E S A R E R E L A T I V E O N L Y T O T H E L O W E S T E L E V A T I O N O F F . F . F O R E A C H B U I L D I N G . R E F E R T O C I V I L D R A W I N G S F O R A C T U A L F . F . E L E V A T I O N S . K E Y E D N O T E S : 1 . A C C E S S I B L E C O N C R E T E R A M P B E T W E E N D R O P S I N S L A B . R E F E R T O S T R U C T U R A L A N D " A S " S H E E T S F O R A D D I T I O N A L I N F O R M A T I O N . 2 . M E T A L P A N E L S H E E T S I D I N G , T Y P I C A L . C O L O R : C R I M S O N R E D 3 . M B C I S T A N D I N G S E A M M E T A L R O O F . C O L O R : G A L V A L U M E 4 . P R O V I D E B R E A K / C O R N E R M E T A L T R I M , T Y P I C A L . 5 . G U T T E R S & D O W N S P O U T S T O B E I N S T A L L E D , T Y P I C A L . 6 . O V E R H E A D D O O R & F R A M E . 11'-1" EH 1 2 ' - 1 " E H 12'-1" 11'-1" 1 0 ' - 0 " E H 11'-0" EH11'-0" 10'-0" 11'-0" 0 ' - 0 " 1 1 ' - 0 " 1 2 ' - 1 " E H - 0 ' - 6 " 12'-1" 11'-0" 2 0 0 ' - 0 " 50'-0"VERIFY WITHMANUFACTURER'SDETAILEDDRAWINGS VERIFY WITHMANUFACTURER'SDETAILEDDRAWINGS VERIFY WITH MANUFACTURER'S DETAILED DRAWINGS VERIFY WITH MANUFACTURER'S DETAILED DRAWINGS VERIFY WITH MANUFACTURER'S DETAILED DRAWINGS VERIFY WITH MANUFACTURER'S DETAILED DRAWINGS VERIFY WITHMANUFACTURER'SDETAILEDDRAWINGSVERIFY WITHMANUFACTURER'SDETAILEDDRAWINGS G E N E R A L N O T E S : A . R E F E R E N C E D O O R T Y P E S A N D D O O R S C H E D U L E . B . S T O R A G E U N I T O V E R H E A D D O O R S T O B E P R O V I D E D B Y J A N U S I N T E R N A T I O N A L O R A P P R O V E D E Q U A L . P A N E L O V E R E X T E R I O R D O O R S T O M A T C H P R O F I L E O F O V E R H E A D D O O R S A N D I N S T A L L E D B Y O . H . D O O R I N S T A L L E R . C . P R O V I D E H O R I Z O N T A L F U R R I N G A S R E Q U I R E D F O R I N S T A L L A T I O N O F P A N E L S W I T H V E R T I C A L C O R R E G A T I O N . D . R E F E R T O M A N U F A C T U R E R ' S D E T A I L E D D R A W I N G S F O R A D D I T I O N A L G E N E R A L N O T E S . E . C O O R D I N A T E E X T E R I O R M E T A L P A N E L S . F A S T E N E R S P E R M A N U F A C T U R E R S R E C O M M E N D A T I O N S . F . S T R U C T U R A L S L O P E S A N D E L E V A T I O N H E I G H T S A R E S H O W N F O R G E N E R A L C O N C E P T O N L Y . R E F E R T O S T R U C T U R A L D R A W I N G S F O R S P E C I F I C T O P O F S T E E L A N D B O T T O M O F D E C K E L E V A T I O N S . G . M A N U F A C T U R E R T O P R O V I D E S T A N D A R D E A V E C L O S U R E S , A N D M I S C . T R I M R E Q U I R E D F O R C O M P L E T E R O O F A S S E M B L Y . N E W B U I L D I N G P E R M E T A L B U I L D I N G M A N U F A C T U R E R B U I L D I N G 2 1 0 1 / 1 4 / 1 9 A L T E R N A T E C O M P L I A N C E R E Q U E S T C R O S S R O A D S M O V I N G & S T O R A G E 1 5 7 4 5 F M 2 1 5 4 C O L L E G E S T A T I O N , T E X A S 7 7 8 4 5 w w w . c r o s s r o a d s m o v i n g a n d s t o r a g e . c o m I S S U E S / R E V I S I O N S T h e b u i l d i n g d e s i g n w o r k s d e p i c t e d h e r e i n a r e t h e s o l e p r o p e r t y o f B R A N N A N D E S I G N S L L C a n d m a y n o t b e c o n s t r u c t e d o r u s e d w i t h o u t i t s e x p r e s s w r i t t e n p e r m i s s i o n . N o p e r m i s s i o n t o m o d i f y o r r e p r o d u c e a n y o f t h e s e b u i l d i n g d e s i g n w o r k s , i n c l u d i n g w i t h o u t l i m i t a t i o n t h e c o n s t r u c t i o n o f a n y b u i l d i n g , i s e x p r e s s e d o r s h o u l d b e i m p l i e d f r o m d e l i v e r y o f p r e l i m i n a r y d r a w i n g s o r u n s e a l e d c o n s t r u c t i o n d r a w i n g s . P e r m i s s i o n t o c o n s t r u c t t h e b u i l d i n g d e p i c t e d i n s i g n e d c o n s t r u c t i o n d r a w i n g s i s e x p r e s s l y c o n d i t i o n e d o n t h e f u l l a n d t i m e l y p a y m e n t o f a l l f e e s o t h e r w i s e d u e B R A N N A N D E S I G N S L L C a n d , i n t h e a b s e n c e o f a n y w r i t t e n a g r e e m e n t t o t h e c o n t r a r y , i s l i m i t e d t o a o n e - t i m e u s e o n t h e s i t e i n d i c a t e d o n t h e s e p l a n s . N o t e : T h e s e p l a n s a n d d r a w i n g s a r e d e s i g n e d t o c o m p l y w i t h t h e o w n e r ' s s p e c i f i c a t i o n s . T h e c o n t r a c t o r w i l l b e r e s p o n s i b l e f o r t h e v e r i f i c a t i o n o f a l l f i e l d c o n d i t i o n s , d i m e n s i o n s , d e t a i l s , d r a w i n g s , a n d s p e c i f i c a t i o n s f o r p e r m i t & c o n s t r u c t i o n . B R A N N A N D E S I G N S i s p r o v i d i n g d r a f t i n g a n d / o r d e s i g n s e r v i c e s o n l y a n d w i l l n o t b e l i a b l e f o r a n y h u m a n e r r o r a f t e r c o n s t r u c t i o n h a s b e g u n . N O . D A T E D E S C R I P T I O N B R A N N A N D E S I G N S A R C H I T E C T U R E & I N T E R I O R D E S I G N P O B o x 5 9 0 6 7 0 H o u s t o n , T X 7 7 2 5 9 - 0 6 7 0 V : 2 8 1 - 4 8 8 - 2 0 0 3 i n f o @ b r a n n a n d e s i g n s . c o m w w w . b r a n n a n d e s i g n s . c o m N O T F O R C O N S T R U C T I O N F O R D E S I G N R E V I E W O N L Y © 2 0 1 9 B R A N N A N D E S I G N S . A L L R I G H T S R E S E R V E D . N o p a r t o f t h i s d o c u m e n t m a y b e r e p r o d u c e d o r u t i l i z e d i n a n y f o r m w i t h o u t p r i o r w r i t t e n a u t h o r i z a t i o n f r o m B R A N N A N D E S I G N S . S H E E T N O : S H E E T T I T L E : E M E R S O N J O N E S , J R . T X R E G I S T E R E D A R C H I T E C T , # 2 0 8 5 7 D A T E 0 1 / 1 4 / 1 9 D R A W N B Y : E M B R E V I E W E D B Y : E J A T T S X E T E F O SA EMER S O N J O N E 2 0 8 5 7 REGIST E R E D A R C H I T E C T S R J 10'-0" EH8070HG 0 ' - 0 " 1 0 ' - 6 " - 0 ' - 6 " 10'-6" 10'-6" 121.5ELEVATION-BELEVATION-A ELEVATION-C E L E V A T I O N - D 10'-0" EH 1 0 ' - 6 " E H 60'-0" 1 8 0 ' - 0 " 10'-6" 10'-0"10'-6" EH10'-6" G E N E R A L N O T E S : A . R E F E R E N C E D O O R T Y P E S A N D D O O R S C H E D U L E . B . S T O R A G E U N I T O V E R H E A D D O O R S T O B E P R O V I D E D B Y J A N U S I N T E R N A T I O N A L O R A P P R O V E D E Q U A L . P A N E L O V E R E X T E R I O R D O O R S T O M A T C H P R O F I L E O F O V E R H E A D D O O R S A N D I N S T A L L E D B Y O . H . D O O R I N S T A L L E R . C . P R O V I D E H O R I Z O N T A L F U R R I N G A S R E Q U I R E D F O R I N S T A L L A T I O N O F P A N E L S W I T H V E R T I C A L C O R R E G A T I O N . D . R E F E R T O M A N U F A C T U R E R ' S D E T A I L E D D R A W I N G S F O R A D D I T I O N A L G E N E R A L N O T E S . E . C O O R D I N A T E E X T E R I O R M E T A L P A N E L S . F A S T E N E R S P E R M A N U F A C T U R E R S R E C O M M E N D A T I O N S . F . S T R U C T U R A L S L O P E S A N D E L E V A T I O N H E I G H T S A R E S H O W N F O R G E N E R A L C O N C E P T O N L Y . R E F E R T O S T R U C T U R A L D R A W I N G S F O R S P E C I F I C T O P O F S T E E L A N D B O T T O M O F D E C K E L E V A T I O N S . G . M A N U F A C T U R E R T O P R O V I D E S T A N D A R D E A V E C L O S U R E S , A N D M I S C . T R I M R E Q U I R E D F O R C O M P L E T E R O O F A S S E M B L Y . 10'-0" 10'-0" 1 2 1 . 5 0 ' - 0 " 1 0 ' - 0 " - 0 ' - 6 " 2 0 ' - 0 " S T O N E C O L U M N W I T H T A P E R E D B A S E C E D A R A W N I N G W I T H S U S P E N S I O N C A B L E S D E C O R A T I V E L E D B A C K L I T M E T A L G R A P H I C 9'-0" 6'-8" R A I L R O A D L I G H T I N G R E T R O F I T T E D A S S C O N C E 9'-0"6'-8" 1 0 ' - 0 " E H 10'-0" 9'-0" 6'-8" N E W B U I L D I N G P E R M E T A L B U I L D I N G M A N U F A C T U R E R K E Y E D N O T E S : 1 . A C C E S S I B L E C O N C R E T E R A M P B E T W E E N D R O P S I N S L A B . R E F E R T O S T R U C T U R A L A N D " A S " S H E E T S F O R A D D I T I O N A L I N F O R M A T I O N . 2 . M E T A L P A N E L S H E E T S I D I N G , T Y P I C A L . C O L O R : C R I M S O N R E D 3 . M B C I S T A N D I N G S E A M M E T A L R O O F . C O L O R : G A L V A L U M E 4 . P R O V I D E B R E A K / C O R N E R M E T A L T R I M , T Y P I C A L . 5 . G U T T E R S & D O W N S P O U T S T O B E I N S T A L L E D , T Y P I C A L . 6 . O V E R H E A D D O O R & F R A M E . B U I L D I N G 3 1 0 1 / 1 4 / 1 9 A L T E R N A T E C O M P L I A N C E R E Q U E S T C R O S S R O A D S M O V I N G & S T O R A G E 1 5 7 4 5 F M 2 1 5 4 C O L L E G E S T A T I O N , T E X A S 7 7 8 4 5 w w w . c r o s s r o a d s m o v i n g a n d s t o r a g e . c o m I S S U E S / R E V I S I O N S T h e b u i l d i n g d e s i g n w o r k s d e p i c t e d h e r e i n a r e t h e s o l e p r o p e r t y o f B R A N N A N D E S I G N S L L C a n d m a y n o t b e c o n s t r u c t e d o r u s e d w i t h o u t i t s e x p r e s s w r i t t e n p e r m i s s i o n . N o p e r m i s s i o n t o m o d i f y o r r e p r o d u c e a n y o f t h e s e b u i l d i n g d e s i g n w o r k s , i n c l u d i n g w i t h o u t l i m i t a t i o n t h e c o n s t r u c t i o n o f a n y b u i l d i n g , i s e x p r e s s e d o r s h o u l d b e i m p l i e d f r o m d e l i v e r y o f p r e l i m i n a r y d r a w i n g s o r u n s e a l e d c o n s t r u c t i o n d r a w i n g s . P e r m i s s i o n t o c o n s t r u c t t h e b u i l d i n g d e p i c t e d i n s i g n e d c o n s t r u c t i o n d r a w i n g s i s e x p r e s s l y c o n d i t i o n e d o n t h e f u l l a n d t i m e l y p a y m e n t o f a l l f e e s o t h e r w i s e d u e B R A N N A N D E S I G N S L L C a n d , i n t h e a b s e n c e o f a n y w r i t t e n a g r e e m e n t t o t h e c o n t r a r y , i s l i m i t e d t o a o n e - t i m e u s e o n t h e s i t e i n d i c a t e d o n t h e s e p l a n s . N o t e : T h e s e p l a n s a n d d r a w i n g s a r e d e s i g n e d t o c o m p l y w i t h t h e o w n e r ' s s p e c i f i c a t i o n s . T h e c o n t r a c t o r w i l l b e r e s p o n s i b l e f o r t h e v e r i f i c a t i o n o f a l l f i e l d c o n d i t i o n s , d i m e n s i o n s , d e t a i l s , d r a w i n g s , a n d s p e c i f i c a t i o n s f o r p e r m i t & c o n s t r u c t i o n . B R A N N A N D E S I G N S i s p r o v i d i n g d r a f t i n g a n d / o r d e s i g n s e r v i c e s o n l y a n d w i l l n o t b e l i a b l e f o r a n y h u m a n e r r o r a f t e r c o n s t r u c t i o n h a s b e g u n . N O . D A T E D E S C R I P T I O N B R A N N A N D E S I G N S A R C H I T E C T U R E & I N T E R I O R D E S I G N P O B o x 5 9 0 6 7 0 H o u s t o n , T X 7 7 2 5 9 - 0 6 7 0 V : 2 8 1 - 4 8 8 - 2 0 0 3 i n f o @ b r a n n a n d e s i g n s . c o m w w w . b r a n n a n d e s i g n s . c o m N O T F O R C O N S T R U C T I O N F O R D E S I G N R E V I E W O N L Y © 2 0 1 9 B R A N N A N D E S I G N S . A L L R I G H T S R E S E R V E D . N o p a r t o f t h i s d o c u m e n t m a y b e r e p r o d u c e d o r u t i l i z e d i n a n y f o r m w i t h o u t p r i o r w r i t t e n a u t h o r i z a t i o n f r o m B R A N N A N D E S I G N S . S H E E T N O : S H E E T T I T L E : E M E R S O N J O N E S , J R . T X R E G I S T E R E D A R C H I T E C T , # 2 0 8 5 7 D A T E 0 1 / 1 4 / 1 9 D R A W N B Y : E M B R E V I E W E D B Y : E J A T T S X E T E F O SA EMER S O N J O N E 2 0 8 5 7 REGIST E R E D A R C H I T E C T S R J 1 9 5 ' - 0 " 40'-0"10'-0"5'-0"50'-0" 2 0 0 ' - 0 " 0'-0"10'-6"11'-7" EH-0'-6"11'-7"ELEVATION-A ELEVATION-B ELEVATION-C E L E V A T I O N - D N O T E : A L L E L E V A T I O N R E F E R E N C E S A R E R E L A T I V E O N L Y T O T H E L O W E S T E L E V A T I O N O F F . F . F O R E A C H B U I L D I N G . R E F E R T O C I V I L D R A W I N G S F O R A C T U A L F . F . E L E V A T I O N S . 11'-1" EH 1 1 ' - 7 " E H 11'-7" 11'-1"10'-6" K E Y E D N O T E S : 1 . A C C E S S I B L E C O N C R E T E R A M P B E T W E E N D R O P S I N S L A B . R E F E R T O S T R U C T U R A L A N D " A S " S H E E T S F O R A D D I T I O N A L I N F O R M A T I O N . 2 . M E T A L P A N E L S H E E T S I D I N G , T Y P I C A L . C O L O R : C R I M S O N R E D 3 . M B C I S T A N D I N G S E A M M E T A L R O O F . C O L O R : G A L V A L U M E 4 . P R O V I D E B R E A K / C O R N E R M E T A L T R I M , T Y P I C A L . 5 . G U T T E R S & D O W N S P O U T S T O B E I N S T A L L E D , T Y P I C A L . 1 0 ' - 0 " E H 10'-6" EH10'-6" 10'-0" 8'-0" 5 ' - 0 " 1 6 ' - 2 " 8 ' - 1 0 " VERIFY WITHMANUFACTURER'SDETAILEDDRAWINGS VERIFY WITHMANUFACTURER'SDETAILEDDRAWINGS VERIFY WITHMANUFACTURER'SDETAILEDDRAWINGSVERIFY WITHMANUFACTURER'SDETAILEDDRAWINGS VERIFY WITH MANUFACTURER'S DETAILED DRAWINGS VERIFY WITH MANUFACTURER'S DETAILED DRAWINGS VERIFY WITH MANUFACTURER'S DETAILED DRAWINGS VERIFY WITH MANUFACTURER'S DETAILED DRAWINGS G E N E R A L N O T E S : A . R E F E R E N C E D O O R T Y P E S A N D D O O R S C H E D U L E . B . S T O R A G E U N I T O V E R H E A D D O O R S T O B E P R O V I D E D B Y J A N U S I N T E R N A T I O N A L O R A P P R O V E D E Q U A L . P A N E L O V E R E X T E R I O R D O O R S T O M A T C H P R O F I L E O F O V E R H E A D D O O R S A N D I N S T A L L E D B Y O . H . D O O R I N S T A L L E R . C . P R O V I D E H O R I Z O N T A L F U R R I N G A S R E Q U I R E D F O R I N S T A L L A T I O N O F P A N E L S W I T H V E R T I C A L C O R R E G A T I O N . D . R E F E R T O M A N U F A C T U R E R ' S D E T A I L E D D R A W I N G S F O R A D D I T I O N A L G E N E R A L N O T E S . E . C O O R D I N A T E E X T E R I O R M E T A L P A N E L S . F A S T E N E R S P E R M A N U F A C T U R E R S R E C O M M E N D A T I O N S . F . S T R U C T U R A L S L O P E S A N D E L E V A T I O N H E I G H T S A R E S H O W N F O R G E N E R A L C O N C E P T O N L Y . R E F E R T O S T R U C T U R A L D R A W I N G S F O R S P E C I F I C T O P O F S T E E L A N D B O T T O M O F D E C K E L E V A T I O N S . G . M A N U F A C T U R E R T O P R O V I D E S T A N D A R D E A V E C L O S U R E S , A N D M I S C . T R I M R E Q U I R E D F O R C O M P L E T E R O O F A S S E M B L Y . 0 ' - 0 " 1 0 ' - 0 " 1 1 ' - 1 " E H - 0 ' - 6 " 11'-1" 10'-0" 6'-8" 8'-6" 6'-8" 1 0 " N E W B U I L D I N G P E R M E T A L B U I L D I N G M A N U F A C T U R E R B U I L D I N G 5 1 0 1 / 1 4 / 1 9 A L T E R N A T E C O M P L I A N C E R E Q U E S T C R O S S R O A D S M O V I N G & S T O R A G E 1 5 7 4 5 F M 2 1 5 4 C O L L E G E S T A T I O N , T E X A S 7 7 8 4 5 w w w . c r o s s r o a d s m o v i n g a n d s t o r a g e . c o m I S S U E S / R E V I S I O N S T h e b u i l d i n g d e s i g n w o r k s d e p i c t e d h e r e i n a r e t h e s o l e p r o p e r t y o f B R A N N A N D E S I G N S L L C a n d m a y n o t b e c o n s t r u c t e d o r u s e d w i t h o u t i t s e x p r e s s w r i t t e n p e r m i s s i o n . N o p e r m i s s i o n t o m o d i f y o r r e p r o d u c e a n y o f t h e s e b u i l d i n g d e s i g n w o r k s , i n c l u d i n g w i t h o u t l i m i t a t i o n t h e c o n s t r u c t i o n o f a n y b u i l d i n g , i s e x p r e s s e d o r s h o u l d b e i m p l i e d f r o m d e l i v e r y o f p r e l i m i n a r y d r a w i n g s o r u n s e a l e d c o n s t r u c t i o n d r a w i n g s . P e r m i s s i o n t o c o n s t r u c t t h e b u i l d i n g d e p i c t e d i n s i g n e d c o n s t r u c t i o n d r a w i n g s i s e x p r e s s l y c o n d i t i o n e d o n t h e f u l l a n d t i m e l y p a y m e n t o f a l l f e e s o t h e r w i s e d u e B R A N N A N D E S I G N S L L C a n d , i n t h e a b s e n c e o f a n y w r i t t e n a g r e e m e n t t o t h e c o n t r a r y , i s l i m i t e d t o a o n e - t i m e u s e o n t h e s i t e i n d i c a t e d o n t h e s e p l a n s . N o t e : T h e s e p l a n s a n d d r a w i n g s a r e d e s i g n e d t o c o m p l y w i t h t h e o w n e r ' s s p e c i f i c a t i o n s . T h e c o n t r a c t o r w i l l b e r e s p o n s i b l e f o r t h e v e r i f i c a t i o n o f a l l f i e l d c o n d i t i o n s , d i m e n s i o n s , d e t a i l s , d r a w i n g s , a n d s p e c i f i c a t i o n s f o r p e r m i t & c o n s t r u c t i o n . B R A N N A N D E S I G N S i s p r o v i d i n g d r a f t i n g a n d / o r d e s i g n s e r v i c e s o n l y a n d w i l l n o t b e l i a b l e f o r a n y h u m a n e r r o r a f t e r c o n s t r u c t i o n h a s b e g u n . N O . D A T E D E S C R I P T I O N B R A N N A N D E S I G N S A R C H I T E C T U R E & I N T E R I O R D E S I G N P O B o x 5 9 0 6 7 0 H o u s t o n , T X 7 7 2 5 9 - 0 6 7 0 V : 2 8 1 - 4 8 8 - 2 0 0 3 i n f o @ b r a n n a n d e s i g n s . c o m w w w . b r a n n a n d e s i g n s . c o m N O T F O R C O N S T R U C T I O N F O R D E S I G N R E V I E W O N L Y © 2 0 1 9 B R A N N A N D E S I G N S . A L L R I G H T S R E S E R V E D . N o p a r t o f t h i s d o c u m e n t m a y b e r e p r o d u c e d o r u t i l i z e d i n a n y f o r m w i t h o u t p r i o r w r i t t e n a u t h o r i z a t i o n f r o m B R A N N A N D E S I G N S . S H E E T N O : S H E E T T I T L E : E M E R S O N J O N E S , J R . T X R E G I S T E R E D A R C H I T E C T , # 2 0 8 5 7 D A T E 0 1 / 1 4 / 1 9 D R A W N B Y : E M B R E V I E W E D B Y : E J A T T S X E T E F O SA EMER S O N J O N E 2 0 8 5 7 REGIST E R E D A R C H I T E C T S R J 10 | mbci.com | shop.mbci.com Trapezoidal Standing Seam Metal Roof Systems The trapezoidal SSR systems are designed for strength, durability and weatherability. The standing seams are 3" above the lowest part of the panel, well above the water level as it ows off the roof. The rake/gable at both ends of each roof system eliminates the necessity of nishing in the low, at part of the panel where the greatest possibilities for leaks occur in many other systems. The trapezoidal SSR systems can be installed before or after the exterior walls are in place. All trim is attached after the roof is installed. With a recommended minimum slope of ¼:12, these systems can be used on all types of construction, including metal, masonry or wood for either new or retrofit construction. DOUBLE-LOK®The Double-Lok® roof panel is a mechanically field-seamed, trapezoidal leg standing seam roof system. Double-Lok® panels are available in 18-inch and 24-inch widths and require a minimum slope of ¼:12. Double-Lok® panels are ideal for industrial, commercial and architectural applications. Product Specications • Application: Roof • Coverage Widths: 18", 24" • Minimum Slope: �:12 • Panel Attachment: Concealed Fastening System, Low, High, Fixed and Sliding and a 2" Stand off Clip • Gauges: 22, 24 • Finishes: Smooth (standard); Embossed (optional) • Coatings: Galvalume Plus®, Signature® 200, Signature® 300, Signature® 300 Metallic 18" C PROJECT: UDOT Strawberry Maintenance Station LOCATION: West Valley, UT PANEL PROFILE: Double-Lok® & Artisan® Series COLOR: Champagne Metallic ULTRA-DEK®The Ultra-Dek® roof panel is a snap-together, trapezoidal leg standing seam roof system. Ultra-Dek® panels are available in 18-inch and 24-inch widths. Ultra-Dek® requires a minimum slope of ¼:12 and is ideal for industrial, commercial and architectural applications. Ultra-Dek® can be erected on various types of construction. Product Specications • Application: Roof • Coverage Widths: 18", 24" • Minimum Slope: �:12 • Panel Attachment: Concealed Fastening System, Low, High (fixed or sliding) • Gauges: 24 (standard); 22, 26 (optional) • Finishes: Smooth (standard); Embossed (optional) • Coatings: Galvalume Plus®, Signature® 200, Signature® 300, Signature® 300 Metallic 18" 12", 18" or 24" 3" 12", 18" or 24" 3"