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Home My WebLink Aboutagenda.hpc.20240612AGENDA ASPEN HISTORIC PRESERVATION COMMISSION June 12, 2024 4:30 PM, City Council Chambers - 3rd Floor 427 Rio Grande Place Aspen, CO 81611 I.ROLL CALL II.MINUTES III.PUBLIC COMMENTS IV.COMMISSIONER MEMBER COMMENTS V.DISCLOSURE OF CONFLICT OF INTEREST VI.PROJECT MONITORING VI.A Project Monitoring VII.STAFF COMMENTS VIII.CERTIFICATE OF NO NEGATIVE EFFECT ISSUED IX.CALL UP REPORTS X.SUBMIT PUBLIC NOTICE FOR AGENDA ITEMS XI.SUBSTANTIAL AMENDMENT XII.OLD BUSINESS XIII.NEW BUSINESS XIII.A 117 N. Sixth St. - Minor Development - PUBLIC HEARING PROJECT MONITORING.pdf Staff Memo.117 N Sixth St.20240607.pdf Draft Resolution #, Series of 2024.117 N Sixth St.20240607.pdf Design Guidelines Analysis.117 N Sixth St.20240607.pdf Application.117 N Sixth St.20240222.pdf 1 1 XIV.ADJOURN XV.NEXT RESOLUTION NUMBER TYPICAL PROCEEDING FORMAT FOR ALL PUBLIC HEARINGS (1 Hour, 15 Minutes for each Major Agenda Item) 1. Declaration of Conflicts of Interest (at beginning of agenda) 2. Presentation of proof of legal notice (at beginning of agenda) 3. Applicant presentation (10 minutes for minor development; 20 minutes for major development) 4. Board questions and clarifications of applicant (5 minutes) 5. Staff presentation (5 minutes for minor development; 10 minutes for major development) 6. Board questions and clarifications of staff (5 minutes) 7. Public comments (5 minutes total, or 3 minutes/ person or as determined by the Chair) 8. Close public comment portion of hearing 9. Applicant rebuttal/clarification (5 minutes) 10. Staff rebuttal/clarification (5 minutes) End of fact finding. Chairperson identifies the issues to be discussed. 11. Deliberation by the commission and findings based on criteria commences. No further input from applicant or staff unless invited by the Chair. Staff may ask to be recognized if there is a factual error to be corrected. If the item is to be continued, the Chair may provide a summary of areas to be restudied at their discretion, but the applicant is not to re-start discussion of the case or the board’s direction. (20 minutes) 12. Motion. Prior to vote the chair will allow for call for clarification for the proposed resolution. Please note that staff and/or the applicant must vacate the dais during the opposite presentation and board question and clarification session. Both staff and applicant team will vacate the dais during HPC deliberation unless invited by the chair to return. Updated: March 7, 2024 2 2 HPC PROJECT MONITORS - projects in bold are permitted or under construction 6/7/2024 Kara Thompson 300 E. Hyman 201 E. Main 333 W. Bleeker 234 W. Francis Skier’s Chalet Steakhouse 720 E. Hyman 304 E. Hopkins 312 W. Hyman 520 E. Cooper 931 Gibson 1020 E. Cooper Jeff Halferty 110 W. Main, Hotel Aspen 134 E. Bleeker 300 E. Hyman 434 E. Cooper, Bidwell 414-420 E. Cooper, Red Onion/JAS 517 E. Hopkins Lift 1 corridor ski lift support structure 227 E. Bleeker 211/213 W. Hopkins 211 W. Main 215 E. Hallam 500 E. Durant 413 E. Main Roger Moyer 227 E. Main 135 E. Cooper 110 Neale 517 E. Hopkins Skier’s Chalet Lodge 202 E. Main 611 W. Main 132 W. Hopkins 500 E. Durant Jodi Surfas 202 E. Main 611 W. Main 602 E. Hyman 820 E. Cooper Peter Fornell 304 E. Hopkins 233 W. Bleeker 214 W. Bleeker Barb Pitchford 121 W. Bleeker 312 W. Hyman 132 W. Hopkins 214 W. Bleeker 630 W. Main 420 W. Francis 135 W. Francis Kim Raymond 630 W. Main 205 W. Main 216 W. Hyman 3 HPC PROJECT MONITORS - projects in bold are permitted or under construction 6/7/2024 Riley Warwick 420 E. Durant/Rubey Park 420 W. Francis 400 E. Cooper Charlie Tarver 4 Page 1 of 4 Memorandum LPA-24-006 TO: Aspen Historic Preservation Commission THROUGH: Bob Narracci, Interim Planning Director FROM: Stuart Hayden, Interim Principal Planner, Historic Preservation MEETING DATE: June 12, 2024 RE: 117 N. Sixth St. – Minor Development; PUBLIC HEARING APPLICANT /OWNER: Gayla Lynn Tolk REPRESENTATIVE: Jacob Ezratty, Brikor Associates LOCATION: Street Address: 117 N. Sixth St. Legal Description: Lot G, H, and I, Block 18, City and Townsite of Aspen Parcel Identification Number: PID# 2735-124-45-003 CURRENT ZONING & USE R-6 (Moderate-Density Residential); Single- family home PROPOSED ZONING & USE: No change SUMMARY: The applicant requests a Certificate of Appropriateness for Minor Development at 117 N. Sixth St. for the purpose of replacing wood shingle roofing with metal roofing. STAFF RECOMMENDATION: Staff recommends denial of this Minor Development application. Figure 1. Site Location Map – 117 N. Sixth St. 5 Page 2 of 4 BACKGROUND: The historic resource at 117 N. Sixth St. is an AspenVictorian landmark on a 9,000-square- foot corner parcel in the Medium-Density Residential (R-6) zone district. Constructed in 1885, this T-shaped, gable-roofed, one-story Miner’s Cottage exemplifies the distinctive characteristics of a particular variety of local architecture of the era. It is illustrative of the common construction materials and techniques accessible to the average early Aspenite. The building’s size, simple floor plan, steep roof, wood shingles, painted wood lap siding, vertical sash windows, and full- width front porch with minimal ornamentation characterize this utilitarian style of dwelling. Ordinance #48, Series of 1998, added 117 N. Sixth St. to the Aspen Inventory of Historic Landmark Sites and Structures. In 2000, much larger, two-story, post-modern-style building with standing-seam metal and asphalt shingle roofing was added to the south side of the property, connecting to the historic resource via a covered walkway with black standing-seam metal roof. REQUEST OF HPC: The Applicant requests the following approval: • Minor Development (Sec. 26.415.070(c)): to replace wood shingle roofing with standing- seam metal roofing, matching that of the non-historic addition. The HPC is the final review authority for minor development review. PROJECT SUMMARY: • Metal Roofing Material. The applicant proposes to replace the wood shingle roofing on the historic resource with matte black standing-seam metal roofing to match that of the non-historic addition. Because the work will have an “adverse effect on the physical appearance or character- defining features of a designated property,” and does not meet the Historic Preservation Design Guidelines (7.7-7.9, 10.3, 10.4, and 10.6), a certificate of no negative effect is inappropriate Figure 2. Photograph of northeast corner of 117 N. Sixth St.., 1957 Figure 3. Detail of 1904 Sanborn Map 6 Page 3 of 4 pursuant to Aspen Municipal Code Section 26.415.070. Accordingly, the request for black standing-seam metal roofing on the historic resource warrants Minor Development review by the Historic Preservation Commission (HPC), a one-step review with a public hearing, after which the project may be approved, disapproved, or approved with conditions. STAFF EVALUATION: As detailed in Exhibit A, staff find the application for Certificate of Appropriateness for Minor Development at 117 N. Sixth St. inconsistent with the relevant Historic Preservation Design Guidelines. Not only is black standing-seam metal roofing neither an in-kind replacement nor “similar to the original” (Guideline 7.7), the vertically oriented, smooth, black metal it is not “a simplified, neutral, modest, and deferential alternative” (Guideline 7.8) thereto. Rather than “maintain or restore the character of the historic roof” (Guideline 7.7), the proposed roofing merely replicates that of the non-historic addition. For the new addition “to be recognized as a product of its own time” (Guideline 10.6), the historic resource must at least be “distinguishable against the addition” (Guideline 10.4). Although “there is a spectrum of appropriate solutions to distinguishing new from old portions of a development” (Guideline 10.6), installing matching roofing material is not one of them. Accordingly, “an addition that imitates the primary building’s historic style is not allowed” (10.3). Presuming that it is equally, if not more, inappropriate to alter a historic building to imitate an addition’s style, black standing-seam metal is a particularly unsubtle roofing material for the miner’s cottage at 117 N. Sixth St. The location, form, and architectural style of this historic resource make its roof a particularly prominent character defining feature. The apparently uninterrupted, 139-year-long use of wood shingle on this house make its roofing material a significant character defining feature. Although replacing the material now may not do irreparable physical damage, failing to follow the Guidelines will indefinitely compromise the historic integrity of the resource. Figure 4. Photograph of117 N. Sixth St. from N. Sixth St., 2012 7 Page 4 of 4 Rather than providing a “written explanation of how the proposed development…complies with the review standards and design guidelines relevant to the application” as is required of an application for a Certificate of Appropriateness for Minor Development, the application (Exhibit B) includes contradictory statements regarding the structural integrity of the historic resource and misleading information about its context. Whereas the written description of the proposal states that “the historic nature of the cabin combined with the current cedar shake shingles creates a potential snow load that could exceed the original structural design of the cabin,” the structural engineer’s letter, included in the application, says nothing of snow loads. The engineer’s letter does, however, describe there being “no obvious signs of structural distress in either the exposed structural members or in the ceiling finishes.” Indeed, the historic roof structure appears to have fared well for having had wood shingles for 139 years. Perhaps the more recent application of interior insulation will affect the rate of snow melt from the historic roof. The “accumulation of snow load to dangerous levels” warned of in the application, however, has yet to occur. Despite never relying on “heat from the cabin to melt the snow,” the front porch, nevertheless, seems to have survived. The “Surrounding Properties Roof Photos” are similarly misleading. In fact, all the primary structures on properties immediately adjacent to 117 N. Sixth St. have either wood or asphalt shingle roofing. The locations of the standing-seem metal roofing featured in the application are unknown. Their irrelevance, however, is evident. None of the pictured buildings is historic. Staff recommend denial of this request for a Certificate of Appropriateness for Minor Development. REFERRAL COMMENTS: The application was not referred out to other City departments. Their requirements may, nevertheless, affect the permit review if warranted. RECOMMENDATION: Staff recommend the HPC deny LPA-24-006. ATTACHMENTS: Resolution # __, Series of 2024 Exhibit A – Historic Preservation Design Guidelines (as Amended) Staff Findings Exhibit B – Application 8 HPC Resolution #__, Series of 2024 Page 1 of 3 RESOLUTION #__, (SERIES OF 2024) A RESOLUTION OF THE ASPEN HISTORIC PRESERVATION COMMISSION (HPC) GRANTING MINOR DEVELOPMENT REVIEW FOR THE PROPERTY LOCATED AT 117 NORTH SIXTH STREET, LEGALLY DESCRIBED AS LOTS G, H, AND I, BLOCK 18, CITY AND TOWNSITE OF ASPEN, PITKIN COUNTY, COLORADO PARCEL ID: 2735-124-45-003 WHEREAS, the applicant, Gayla Lynn Tok, represented by Bikor Associates, has requested HPC approval for a Minor Development for the property located at 117 North Sixth Street, Lots G, H, and I, Block 18, City and Townsite of Aspen, Pitkin County, Colorado; and WHEREAS, Section 26.415.070 of the Municipal Code states that “no building or structure shall be erected, constructed, enlarged, altered, repaired, relocated or improved involving a designated historic property or district until plans or sufficient information have been submitted to the Community Development Director and approved in accordance with the procedures established for their review;” and WHEREAS, for approval of Minor Development Review, the HPC must review the application, a staff analysis report and the evidence presented at a hearing to determine the project’s conformance with the City of Aspen Historic Preservation Design Guidelines per Section 26.415.070.C of the Municipal Code and other applicable Code Sections. The HPC may approve, disapprove, approve with conditions, or continue the application to obtain additional information necessary to make a decision to approve or deny; and WHEREAS, as a historic landmark, the site is exempt from Residential Design Standards review; and WHEREAS, Community Development Department staff reviewed the application for compliance with the applicable review standards and recommended the HPC deny the Minor Development; and WHEREAS, during a duly noticed public hearing on June 12, 2024, the HPC reviewed and considered the application, staff memo, and public comments, finding the application did not meet the applicable review standards and guidelines, and denied the application by a vote of __ to __. NOW, THEREFORE, BE IT RESOLVED: That HPC hereby denies Minor Development for the property located at 117 North Sixth Street, Lots G, H, and I, Block 18, City and Townsite of Aspen, Pitkin County, Colorado as follows: Section 1: Material Representations All material representations and commitments made by the Applicant pursuant to the development proposal approvals as herein awarded, whether in public hearing or documentation presented before the Community Development Department, the Historic Preservation Commission, or the Aspen City Council are hereby incorporated in such plan development approvals and the same 9 HPC Resolution #__, Series of 2024 Page 2 of 3 shall be complied with as if fully set forth herein, unless amended by other specific conditions or an authorized authority. Section 2: Existing Litigation This Resolution shall not affect any existing litigation and shall not operate as an abatement of any action or proceeding now pending under or by virtue of the ordinances repealed or amended as herein provided, and the same shall be conducted and concluded under such prior ordinances. Section 3: Severability If any section, subsection, sentence, clause, phrase, or portion of this Resolution is for any reason held invalid or unconstitutional in a court of competent jurisdiction, such portion shall be deemed a separate, distinct, and independent provision and shall not affect the validity of the remaining portions thereof. Section 4: Vested Rights The development approvals granted herein shall constitute a site-specific development plan vested for a period of three (3) years from the date of issuance of a development order. However, any failure to abide by any of the terms and conditions attendant to this approval shall result in the forfeiture of said vested property rights. Unless otherwise exempted or extended, failure to properly record all plats and agreements required to be recorded, as specified herein, within 180 days of the effective date of the development order shall also result in the forfeiture of said vested property rights and shall render the development order void within the meaning of Section 26.104.050 (Void permits). Zoning that is not part of the approved site-specific development plan shall not result in the creation of a vested property right. No later than fourteen (14) days following final approval of all requisite reviews necessary to obtain a development order as set forth in this Ordinance, the City Clerk shall cause to be published in a newspaper of general circulation within the jurisdictional boundaries of the City of Aspen, a notice advising the general public of the approval of a site specific development plan and creation of a vested property right pursuant to this Title. Such notice shall be substantially in the following form: Notice is hereby given to the general public of the approval of a site-specific development plan, and the creation of a vested property right, valid for a period of three (3) years, pursuant to the Land Use Code of the City of Aspen and Title 24, Article 68, Colorado Revised Statutes, pertaining to the following described property: 117 North Sixth Street. Nothing in this approval shall exempt the development order from subsequent reviews and approvals required by this approval of the general rules, regulations and ordinances or the City of Aspen provided that such reviews and approvals are not inconsistent with this approval. The approval granted hereby shall be subject to all rights of referendum and judicial review; the period of time permitted by law for the exercise of such rights shall not begin to run until the date of publication of the notice of final development approval as required under Section 26.304.070(A). The rights of referendum shall be limited as set forth in the Colorado Constitution and the Aspen Home Rule Charter. 10 HPC Resolution #__, Series of 2024 Page 3 of 3 APPROVED BY THE COMMISSION at its regular meeting on the 12th day of June 2024. Approved as to Form: Approved as to Content: ___________________________________ ____________________________________ Katharine Johnson, Assistant City Attorney Kara Thompson, Chair ATTEST: ________________________________ Mike Sear, Deputy City Clerk 11 Page 1 of 4 Exhibit A Historic Preservation Design Guidelines Criteria Staff Findings 26.415.070(c) - Minor Development 1. The review and decision on the issuance of a certificate of appropriateness for minor development shall begin with a determination by the Community Development Director that the proposed project constitutes a minor development. Minor development work includes: a. Expansion or erection of a structure wherein the increase of the floor area of the structure is two hundred and fifty (250) square feet or less; or b. Alterations to a building façade, windows, doors, roof planes or material, exterior wall materials, dormer porch, exterior staircase, balcony or ornamental trim when three (3) or fewer elements are affected and the work does not qualify for a certificate of no negative effect; or c. Erection or installation of a combination or multiples of awning, canopies, mechanical equipment, fencing, signs, accessory features and other attachments to designated properties such that the cumulative impact does not allow for the issuance of a certificate of no negative effect; or d. Alterations that are made to non-historic portions of a designated historic property that do not qualify for a certificate of no negative effect; or e. The erection of street furniture, signs, public art and other visible improvements within designated historic districts of a magnitude or in numbers such that the cumulative impact does not allow for the issuance of a certificate of no negative effect. The Community Development Director may determine that an application for work on a designated historic property involving multiple categories of minor development may result in the cumulative impact such that it is considered a major development. In such cases, the applicant shall apply for a major development review in accordance with Subsection 26.415.07.D. 12 Page 2 of 4 Relevant Historic Preservation Design Guidelines & Findings The applicant requests a Certificate of Appropriateness for Minor Development for the purposes of replacing wood shingle roofing material with standing-seam sheet-metal roofing material. Chapter 7: Roofs Finding 7.7 Preserve original roof materials. • Avoid removing historic roofing material. • Using recognized preservation methods, repair deteriorated historic material when possible. • When replacement is necessary, replace the roofing in kind, and/or use a material that is similar to the original in both style as well as physical qualities. Not Met 7.8 New or replacement roof materials should maintain or restore the character of the historic roof. • If a substitute is used, the roof material should be of a design, scale, color, texture, and composition akin to the original, or a simplified, neutral, modest, and deferential alternative that is visually compatible with the building’s historic features. • Flashing should be in scale with the roof material. • Flashing should be tin, lead coated copper, galvanized or painted metal and have a matte, non-reflective finish. • Design flashing, such as drip edges, so that architectural details are not obscured. • A metal roof material should have a matte, non-reflective finish and match the original seaming. Not Met 7.9 Avoid using conjectural features on a roof. • Adding ornament or detail where there is no evidence that they existed, creates a false impression of the building’s original appearance, and is inappropriate. • Roofing materials should reflect the architectural style of the affected building or be substantiated by documentary or physical evidence. Not Met Chapter 10: New Additions Finding 10.3 A new addition must be compatible with the historic character of the primary building. • An addition must be subordinate, deferential, modest, and secondary in comparison to the architectural character of the primary building. • An addition that imitates the primary building’s historic style is not allowed. For example, a new faux Victorian detailed addition is inappropriate on an Aspen Victorian home. • An addition that covers historically significant features is inappropriate. • Proposals on corner lots require particular attention to creating compatibility. Not Met 13 Page 3 of 4 10.4 The historic resource is to be the focus of the property, the entry point, and the predominant structure as viewed from the street. • The historic resource must be visually dominant on the site and must be distinguishable against the addition. • The total above grade floor area of an addition may be no more than 100% of the above grade floor area of the original historic resource. All other above grade development must be completely detached. HPC may consider exceptions to this policy if two or more of the following are met: o The proposed addition is all one story. o The footprint of the new addition is closely related to the footprint of the historic resource and the proposed design is particularly sensitive to the scale and proportions of the historic resource. o The project involves the demolition and replacement of an older addition that is considered to have been particularly detrimental to the historic resource. o The interior of the resource is fully utilized, containing the same number of usable floors as existed historically. o The project is on a large lot, allowing the addition to have a significant setback from the street. o There are no variance requests in the application other than those related to historic conditions that aren’t being changed. o The project is proposed as part of a voluntary AspenModern designation, or o The property is affected by non-preservation related site-specific constraints such as trees that must be preserved, Environmentally Sensitive Areas review, etc. Not Met 10.6 Design a new addition to be recognized as a product of its own time. • An addition shall be distinguishable from the historic building and still be visually compatible with historic features. • A change in setbacks of the addition from the historic building, a subtle change in material, or a modern interpretation of a historic style are all techniques that may be considered to help define a change from historic construction to new construction. • Do not reference historic styles that have no basis in Aspen. • Consider these three aspects of an addition; form, materials, and fenestration. An addition must relate strongly to the historic resource in at least two of these elements. Departing from the historic resource in one of these categories allows for creativity and a contemporary design response. • Note that on a corner lot, departing from the form of the historic resource may not be allowed. • There is a spectrum of appropriate solutions to distinguishing new from old portions of a development. Some resources of particularly high significance or integrity may not be the right instance for a contrasting addition. Not Met 14 Page 4 of 4 Staff Findings: Chapters 7 and 10 of the Historic Preservation Design Guidelines are particularly relevant to this application for a Certificate of Appropriateness for Minor Development at 117 N Sixth St. Whereas the guidelines in Chapter 7 directly apply to the replacement of roofing material, Chapter 10 provides important context within which to consider the appropriateness of the proposal. Where wood shingle is the original, existing, and presumably only roofing material atop the historic resource, installing a matte black standing-seam metal roofing material does not meet Guideline 7.7. The proposed material is neither an in-kind replacement, nor “similar to the original in both style as well as physical qualities.” Insofar as it does not “maintain or restore the character of the historic roof,” black standing- seam metal roofing similarly fails to meet Guideline 7.8. This material is neither “of a design, scale, color, texture, and composition akin to the original,” nor “a simplified, neutral, modest, and deferential alternative.” The vertically-oriented, wide, stark black, smooth metal contrasts and is incompatible with the building’s historic features. Documentary evidence (i.e., Sanborn maps and photographs) gives no indication that the historic resource at 117 N. Sixth St. has ever had a roofing material other than wood shingle. Although standing-seam metal roofing may be appropriate on a miner’s cottage, the integral black finish of the proposed roofing does not reflect the architectural style of the affected building. Instead, it reflects the architectural style of the non-historic addition, the metal roofing of which this proposal replicates. The black standing-seam metal roofing, therefore, does not meet Guideline 7.9. Albeit worded to guide the development of a new addition to a historic resource, Chapter 10 of the Historic Preservation Design Guidelines essentially describes characteristics of an appropriate relationship between historic and non-historic development. To avoid (re)litigating the merits of the existing non-historic addition, this assessment regards it as important context for assessing the proposal to install black standing-seam metal roofing atop the historic resource. For the new addition “to be recognized as a product of its own time” as called for by Guideline 10.6, the historic resource must at least be “distinguishable against the addition” pursuant to Guideline 10.4. Although Guideline 10.6 mentions “there is a spectrum of appropriate solutions to distinguishing new from old portions of a development,” installing matching roofing material is not one of them. Accordingly, Guideline 10.3 explicitly disallows “an addition that imitates the primary building’s historic style.” Presuming that it is equally, if not more, inappropriate to alter a historic building to imitate an addition’s style, black standing-seam metal is a particularly unsubtle roofing material for the miner’s cottage at 117 N. Sixth St. The proposal, does not meet Guidelines 10.3, 10.4, and 10.6. Staff Recommendation: Staff recommend denial of this Certificate of Appropriateness for Minor Development request. 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 HPC Minor Review App Checklist item 9 Roof replacement 117 N 6th st Cabin only Pacific Sheet Metal Inc. Manufacturing Post Office Box 70 Warehouse, Yard Carbondale, CO 81623 80 Gemat Circle 970.963.6563 Phone Rifle, CO 81650 970.963.6564 Fax dave@teampsm.com www.teampsm.com Project Manager Page 1 of 2 Initial:________ s JOB NAME JOB ADDRESS 117 N 6th Street 117 N 6th Street, Aspen, CO 81611 Standing Seam Metal Roofing: to Include Approx. 1,450 Sq. Ft. • Remove and dispose of existing roof materials. • Furnish and install Carlisle WIP 300 HT Ice and Water Shield to the entire roof. • Furnish and install Versa Shield for a Class “A” Fire Rated Assembly. • Furnish and install pre-finished metal flashings color TBD. • Furnish and install pre-finished 1” Standing Seam Roof panels color TBD. Price: $40,505.00 Snow Fence: to Include Approx. 180 LF • Furnish and install TRA C-22-Z 2-bar powder Coated clamp-on snow fence at entry and patio areas per code. Price: $14,081.00 Heat Tape Option 1 Exposed HT.: to Include Approx. 350 LF • Furnish and install Heatizon 9-watt per foot heat tape single strand in gutter and downspout with zigs exposed on roof to replace existing. • We estimate the REMP fee to be approx. $7,010.00. • NOTE: Power for, connection of, and controls to be completed by an electrician and is not included in this proposal. Price: $6,191.00 Heat Tape Option 2 Covered HT: to Include Approx. 130 LF of Eave and Valley • Furnish and install Summit Ice Melt eave and valley panels at existing heat tape locations, plus single strand in gutter and downspout using 12 watt per foot heat tape. • Furnish only a 4CDC+Ambient Temperature Controller. • We estimate the REMP fee to be approx. $8,478.00 • NOTE: Power for, connection of, and controls to be completed by an electrician and is not included in this proposal. Price: $22,336.00 Gutter and Downspout: to Include Approx. 25 LF • Furnish and install approx. 15 LF of 6” half round pre-finished gutter with approx. 10 LF of 3” round downspout to replace existing. Price: $752.00 Permit fees will be billed at cost once determined by the Building Department, this is not part of the price listed. Brikor Associates 20 Sunset Dr #1 Basalt, CO 81621 970-618-2091 Attn: Steve steve@brikor.com September 26, 2023 We appreciate the opportunity to submit this proposal for the above referenced project based on our site visit and offer the following to define and clarify the scope of our proposal. 31 Pacific Sheet Metal Inc. Manufacturing Post Office Box 70 Warehouse, Yard Carbondale, CO 81623 80 Gemat Circle 970.963.6563 Phone Rifle, CO 81650 970.963.6564 Fax dave@teampsm.com www.teampsm.com Project Manager Page 2 of 2 Initial:________ Substrate Exclusion: Any damaged or deteriorated substrate, or decking will be replaced on a time and material basis. SNOW REMOVAL PRICING: $90.00/HR/MAN Oil Canning Disclaimer: By signing this document, all parties acknowledge that oil canning is an inherent property of metal panel roofing, siding and fascia and is not a cause for rejection. Roofing Exclusions: Snow and ice removal, demolition of any kind, horizontal and vertical waterproofing, interior flashings, window and door flashings, through wall flashings, all woodwork other than that listed above, insulation other than that listed above, eave and valley snow and ice melt systems other than listed above, gutters and downspouts other than listed above, saw cutting, asbestos removal or mitigation, mold removal or mitigation, ice dams and damage caused by ice dams, liquidated damages, bonds, permits and fees, and all non-related metal sheet goods. Vibrations may occur during the re-roofing process. Pacific Sheet Metal is not responsible for interior protection from dust and debris or other interior damage that may occur due to vibrations during the re-roof installation. Price Acceleration Provision: If there is an increase in the actual cost of the labor or materials charged to the Contractor is more than 5% subsequent to making this Agreement, the price set forth in this Agreement shall be increased without the need for a written change order or amen dment to the contract to reflect the price increase and additional direct cost to the Contractor. Contractor will submit written documentation of the increased charges to the Prime Contractor/Owner upon request. As an additional remedy, if the actual cos t of any line item increases more than 10% subsequent to the making of this Agreement, Contractor, at its sole discretion, may terminate the contract for convenience. Material Availability Provision: Due to material shortages, customer may experience delays related to the inability to timely obtain material for this project. In the event of such a delay, Contractor shall notify customer, and customer agrees to provide contractor with an extension of ti me for any delay attributable to the temporary inability to obtain materials. Unless specifically noted above, there are no additional terms presumed to be included in this proposal. Homeowner: A 50% deposit is required upon acceptance, once this has been received materials will be ordered. Contractor: Progress billing to Contractor according to an agreed schedule shall be paid periodically based on percentage of work completed, within 30 days of submitting invoice. If retainage is required, it shall not exceed 10% of the total contract. Final payment shall be made no later than 30 days after completion of Pacific Sheet Metal’s work. All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practic es. Any alterations or deviation from above specifications will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents, or delays beyond our control. Property owner to carry, fire, tornado, and other necessary insurance. Our workers are fully covered by Workmen’s Compensation Insurance. Note: Due to continual price increases this proposal will be withdrawn if it is not accepted within 10 business days. Color selection is required upon proposal acceptance. Acceptance of Proposal: The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do work as specified. Payment will be made as outlined above. Authorized Signature_______________________________________ 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Pacific Sheet Metal Inc. Manufacturing Post Office Box 70 Warehouse, Yard Carbondale, CO 81623 80 Gemat Circle 970.963.6563 Phone Rifle, CO 81650 970.963.6564 Fax www.pacificsheetmetal.net Brikor 117 N 6th Street Aspen, CO 81611 Berridge (pg. 2-6) WIP 300 Ice & Water Shield (pg. 7-8) VersaShield PDS (pg. 9-10) TRA Snow and Sun Snow Stop PDS (pg. 11) Heatizon Gutter Melt Cable (pg. 12-15) Standing Seam Profile (pg. 16) Gutter & Downspout Profile (pg. 17-18) PSM Sample Workmanship Warranty (pg. 19-21) 50 ArcelorMittal Solutions in SteelTM for Construction Unpainted GalvalumeTM Steel Fact Sheet A Superior Building Material ArcelorMittal GalvalumeTM is a coated steel product that has proven its superior performance as a building material in extended field testing in a diverse range of corrosive environments. Its unique combination of durability, edge protection, and resistance to corrosion is at least twice that of galvanized steel. ArcelorMittal produces Galvalume coated steel sheet in the US and Canada and is the exclusive producer in Canada. The Galvalume coating is an alloy composed of 55% aluminum and approximately 45% zinc by weight. It is applied on both sides of cold-rolled steel sheet using a precise continuous hot dip process. The result is a highly corrosion resistant coated steel that combines the barrier protection and extended durability of aluminum with the galvanic protection of zinc. Galvalume also offers exceptional heat reflectivity properties, resulting in a lower energy load on buildings and improved interior comfort. From an aesthetic perspective, the fine spangle and gentle sheen of unpainted Galvalume offers a very attractive appearance. Product Characteristics Proven Superior Corrosion Resistance Galvalume steel sheet can be expected to provide at least twice the service life of traditional zinc-coatings of similar coating thickness under the same exposure conditions. This has been proven by actual exposure tests using flat coupon samples, conducted over 36 years in the U.S.A. and 15 years in Canada. The tests covered a variety of environments ranging from rural to severe marine. The following chart, comparing the performance of Galvalume and galvanized of equal coating thickness, shows that Galvalume has at least twice the service life versus galvanized. Superior Cut Edge Protection The aluminum and zinc in the coating combine to prevent corrosion at exposed edges. The zinc component of the Galvalume coating provides galvanic cut edge protection, while the aluminum component remains as a continuing barrier to corrosion. Heat Reflectivity and Solar Reflectance (Energy Efficiency) Bare, unpainted Galvalume has undergone extensive testing by the Oak Ridge National Laboratory (ORNL), to determine its solar reflective performance. Test results have qualified Galvalume as an approved roof product by the U.S. EPA – ENERGY STAR Program, for both low-slope and high- slope applications. On newly manufactured Galvalume, heat reflectivity was rated above the minimum U.S. EPA requirement of 0.65. For 0 5 10 15 20 25 30 35 40 45 Projected Galvanize Galvalume RuralIndustrialMarineSevere Marine weathered roofs over three years of age, the overall solar reflectance also exceeded the minimum U.S. EPA requirement of 0.50 for maintenance reflectivity. Enhanced Surface Treatment ArcelorMittal offers a variety of surface treatments suited to specific manufacturing and application needs. For unpainted applications, bare Galvalume Plus™ is available. Galvalume Plus has a clear, organic resin coating applied to both sides of Galvalume steel sheet, can be roll- formed without lubricants, and is delivered to the job site with an oil-free surface. See our Fact Sheet on Galvalume Plus for more information. Unpainted Galvalume can also be passivated with a chemical treatment. With this treatment, Galvalume must be oiled with either vanishing or slushing oil. If color is specified, Galvalume steel sheet can be ordered as prepainted coil. This option offers an additional layer of paint protection in a wide assortment of attractive colors and paint systems. See our Fact Sheet on Prepainted Galvalume Steel for more information. Applications Galvalume has many proven applications in Commercial, Industrial, Institutional, Agricultural, and Residential Construction. Low-slope structural roofing• High-slope architectural roofing• Cladding and siding• Quonset Buildings• Pre-engineered Steel Buildings• Building Accessories• Construction Tubular• Structural Steel Framing• Appliance Components• Automotive Parts• Service Life (Years To First Red Rust) 51 ArcelorMittal Dofasco P.O. Box 2460 Hamilton, ON L8N 3J5 ArcelorMittal USA 1 South Dearborn St. Chicago, IL 60603 t 1-800-363-2726 e customer_inquiries@dofasco.ca t 1-800-422-9422 e constructioninquiries@arcelormittal.ca www.arcelormittal.com Points to Remember Compatibility with Dissimilar Metals All materials that can be used in contact with galvanized steel sheet can be used with complete safety in contact with Galvalume. However, as with galvanized, contact of lead or copper with Galvalume steel must be avoided, as it can result in accelerated corrosion. Galvalume and galvanized can be combined on the same building project, although it is not advisable because galvanized will likely exhibit corrosion before Galvalume. As a design practice, when both materials are in contact, always use Galvalume downstream from unpainted galvanized steel, otherwise accelerated corrosion of the galvanized can occur. Handling and Storage To preserve the surface, handling should only be carried out using clean, dry gloves. Do not slide sheets over rough surfaces or each other. As with galvanized or painted steel products, bundles of Galvalume steel sheets or products made from Galvalume steel in all finishes must be kept dry in transit. After transit, material should then be covered and stored off the ground, at a slight angle, to prevent water or condensation from being trapped between adjacent sheet surfaces. If the bundles become wet, sheets should be separated, wiped with a clean cloth without delay and then placed so that air circulation completes the drying process. These procedures are recommended to avoid possible deterioration of the coating, which could result in non-uniform appearance. Joining and Sealing Recommended fasteners to be used on Galvalume steel sheet should have washers made of Neoprene or a similar material. (See table below). Fasteners containing lead or copper should not be used. Lead headed nails and lead washers should also not be used on Galvalume. For sealing, neutral cure silicone sealants should be used. Sealants containing acetic acid or amines should not be used on Galvalume steel. Check with your sealant supplier for brand name recommendations. Product Availability Sizes Available Thickness: 0.012” (0.30mm) to 0.090” (2.28mm) Width: 49.5” (1257mm) maximum Qualities ASTM A792/792M Commercial Steel Structural Steel Special Forming Steel Helical Steel Standard Coating Weights (Minimum Triple Spot) AZ30, AZ50, AZ55, AZ60, & AZ 70 (0.30, 0.50, 0.55, 0.60, & 0.70 oz/ft2 respectively) AZM100, AZM150, AZM165, AZM180, & AZM210 (100, 150, 165, 180, & 210 g/ m2 respectively) Galvalume sheet steel can also be ordered as a prepainted coil. Prepainted Galvalume offers an additional layer of paint protection in a wide assortment of attractive colours and paint systems. See our Fact Sheet on Prepainted Galvalume steel for more information. Special Customer Note: The Information in this Fact Sheet is provided for the general guidance of customers and does not imply any warranty. Information provided is based on research conducted by ArcelorMittal and other organizations. Interpretation and/or use of this information is the sole responsibility of the user. TM – ArcelorMittal (Logo/Slogan) is a trademark of ArcelorMittal. TM - Solutions in Steel is a trademark of ArcelorMittal Dofasco. TM - Galvalume is a trademark of ArcelorMittal in Canada, and a trademark of BIEC International Inc. in the United States. Guidelines for Selection of Fasteners for use with Prepainted Galvalume Steel Sheet Rural Atmosphere 300 Series stainless steel1. or 300 Series capped- stainless steel washer combination Aluminum-zinc alloy cast2. or capped head used with neoprene-coated aluminum or Type 303 stainless washer Nylon capped head over3. zinc coated carbon steel shank 1.0 mil zinc coated steel,4. with additional organic or inorganic coating Moderate Industrial Atmostphere 300 Series stainless steel1. or 300 Series capped- stainless steel washer combination Aluminum-zinc alloy cast2. or capped head used with neoprene-coated aluminum or Type 303 stainless washer Nylon capped head over3. zinc coated carbon steel shank 1.6 mil zinc coated steel,4. with additional organic or inorganic coating Heavy Industrial or Marine Atmosphere 300 Series stainless steel1. or 300 Series capped- stainless steel washer combination Aluminum-zinc alloy cast2. or capped head used with neoprene-coated aluminum or Type 303 stainless washer Nylon capped head over3. zinc coated carbon steel shank 1.6 mil zinc coated steel,4. with additional organic or inorganic coating 52 All Berridge applied colors are premium fluoropolymer coatings produced with full strength Kynar 500® or Hylar 5000® resin. This coating affords maximum exterior durability due to its outstanding weatherability and resistance to ultraviolet radiation. The factory applied coating is fully warranted for 20 years against cracking, peeling and fading (not to exceed 5 N.B.S. units). These are the highest quality exterior finishes available among competitive products. Berridge Metallic Finishes Metallic colors are processed and finished on Berridge’s continuous coil-coating line. These proprietary finishes are available for all factory products, flat sheet and coil. Flat sheets and coils in metallic finishes are available to sheet metal companies for fabrication of special profiles, shapes or flashing. Metallic colors are directional and paint lot sensitive. Large orders should be placed at the same time to avoid mixing paint lots. Berridge Metallic Finishes* include: Copper-Cote™ Antique Copper-Cote Champagne Zinc-Cote™ Preweathered Galvalume® Lead-Cote™ * Metallic and Premium Finishes require a nominal surcharge. Acrylic-Coated Galvalume Acrylic-Coated Galvalume® (ACG) is a coated sheet product that combines the corrosion resistance of Galvalume® steel sheet with a clear acrylic coating that is applied over Galvalume® substrate. The surface treatment is essentially invisible but it provides excellent characteristics to enhance the fabrication, performance and aesthetics of the installed Galvalume. These enhancements include: good roll-formability without the need for oils, excellent transit and field-storage performance without staining, dramatic decrease in finger printing or foot printing during installation and long term surface brightness when exposed to the environment. It is applied at the mill by roll-coating a uniform, thin film of a water-base acrylic solution onto both surfaces of the sheet. Coating System Berridge owns and operates its own modern continuous coil coating line in San Antonio, Texas, painting both 48” and 42” wide master coils. Notes: 1. Special colors and finishes are available. Please consult Berridge for pricing and delivery. 2. Berridge metallic and premium finishes require a nominal surcharge. 3. Galvalume® is a registered trademark of BIEC International, Inc. 4. Kynar 500® is a registered trademark of Arkema, Inc. 5. Hylar 5000® is a registered trademark of Solvay Solexis. Specifications for all 24 & 22 Gauge* Galvalume® & 0.032 & 0.040 Aluminum* Berridge Sheet Metal Products A. Prefinished metal shall be Aluminum-Zinc Alloy Coated (AZ-50 Galvalume®) Steel Sheet, 24-Gauge or 22-Gauge*, ASTM 792, Grade 40, yield strength 40 ksi min. or 3105 Alloy Aluminum Sheet 0.032 or 0.040*, ASTM B209, H14 temper, yield strength 21 ksi min. B. Finish shall be full strength Kynar 500® or Hylar 5000® fluoropolymer coating applied by the manufacturer on a continuous coil coating line, with a top side dry film thickness of 0.75 ± 0.05 mil over 0.20 ± 0.05 mil prime coat, to provide a total top side dry film thickness of 0.95 ± 0.10 mil. Bottom side shall be coated with a primer (non-metallics only) and beige urethane coating with a total dry film thickness of 0.35 ± 0.05 mil. Finish shall conform to all tests for adhesion, flexibility and longevity as specified by the Kynar 500® or Hylar 5000® finish supplier. C. Strippable film shall be applied to the top side of all prefinished metal to protect the finish during fabrication, shipping and field handling. This strippable film MUST be removed immediately before installation. D. Unpainted metal shall be Aluminum-Zinc Alloy Coated (AZ-55 Acrylic Coated Galvalume®) Steel Sheet, 24-Gauge or 22-Gauge*, ASTM 792, Grade 40, yield strength 40 ksi min., with clear acrylic coating on both sides of material. E. Field protection must be provided by the contractor at the job site so stacked or coiled material is not exposed to weather and moisture. F. Flashing may be factory fabricated or field fabricated. Unless otherwise specified, all exposed adjacent flashing shall be of the same material and finish as panel system. Note: The rolling process of sheet metal results in inherent surface unevenness referred to as “oil-canning”. This condition is also caused by several factors including thermal expansion and contraction, dark colors, both medium and high-gloss finishes and uneven substrate. “Oil-canning” in itself is not sufficient cause for material rejection. * Not all products and colors are available in 22-Gauge or Aluminum substrate. Consult Berridge for product and color availability. For complete specifications visit www.berridge.com Protective Strippable Film (painted material only) 0.75 ± 0.05 mil Kynar 500® Hylar 5000® top coat 0.20 ± 0.05 mil primer coat 24 gauge or 22 gauge Galvalume® or 0.032 or 0.040 Aluminum substrate 0.35 ± 0.05 mil total dry film thickness for primer coat (non-metallics only) Beige urethane backer coat (all colors) BERRIDGE FINISHES AND MATERIAL SPECIFICATIONS All information subject to change without notice. See website for details, specifications and Watertightness Warranty requirements.53 BERRIDGE MANUFACTURING COMPANY KYNAR 500® HYLAR 5000® COLOR FINISHES Teal Green Bristol BlueColonial Red Matte Black Evergreen Zinc Grey Burgundy Cityscape Hemlock Green Deep Red Hartford Green Charcoal Grey Forest GreenPatina Green Shasta White Award Blue Copper-Cote™ Zinc-Cote™Preweathered Galvalume® Antique Copper-Cote Champagne Lead-Cote™ Natural White Aged Bronze Parchment Dark BronzeCopper Brown Terra-Cotta Royal Blue Almond Premium Colors Acrylic-Coated Galvalume® Berridge premium colors require a nominal surcharge. Metallic Colors Standard Colors Berridge metallic colors are premium finishes which require a nominal surcharge. Natural Metal Finish Berridge Acrylic-Coated Galvalume® is a coated sheet product that combines the corrosion resistance of Galvalume® steel sheet with a clear, organic resin applied to the top side and bottom side of Galvalume® substrate. (210) 650-3050 www.berridge.com Energy Star is only valid in the United States. Sierra Tan Buckskin Medium Bronze Please consult the BMC Technical department at Technical@Berridge.com for LEED and Energy Star compliance information. Due to limitations in the printing process, please request actual color chips for accurate color viewing. 54 B erridge S tock A vA il AB ility A nd c olor d etA il S Testing results for Kynar 500®/Hylar 5000® coil coating applications: Specular Gloss: (ASTM D-523) Low and medium gloss only Color Uniformity: (ASTM D-2244) Color controlled both instrumentally and visually Dry Film Thickness: (ASTM D-7091, ASTM D-1005, NCCA 11-13, 11-14, 11-15) Primer 0.20 ± 0.05 mil, Topcoat 0.75 ± 0.05 mil Hardness: (ASTM D-3363, NCCA 11-12, Eagle Turquoise Pencils) HB Minimum Adhesion (X-Cut): (ASTM D-3359) No adhesion loss Adhesion (Crosshatch): (ASTM D-3359) No adhesion loss Abrasion Coefficient: (ASTM D-968) 100 liters/mil topcoat Direct Impact Flexibility: (ASTM D-2794, Gardner Impact Tester, 1/10” Distortion) Excellent, no removal Reverse Impact Flexibility: (NCCA Spec. 11, ASTM D-2794, Gardner Impact Tester, 5/8” ball Impact force in inch pounds equal to metal thickness) Excellent, no cracking or loss of adhesion Formability: (ASTM D-4145, 180° T-Bend on 1/8 Mandrel) No cracks or loss of adhesion Erosion: (20 years, 45° South Florida) Maximum 15% loss Humidity Resistance: (ASTM D-2247) Passes 2000 hours on Galvalume® and 4000 hours on Aluminum Acid Resistance: (ASTM D-1308, Proc. 3.1.1, 10% Sulfuric Acid spot test, 24 hour exposure) Excellent, no effect Salt Spray Resistance: (ASTM B-117) Passes 2000 hours on Galvalume® and 4000 hours on Aluminum Alkali Resistance: (ASTM D-1308, Proc. 5.2, 10% Sodium Hydroxide, 24 hour exposure) Excellent, no effect Detergent Resistance: (ASTM D-2248, 72 hours immersion in 3% solution at 100°F) Excellent, no effect Resistance to Acid Pollutants: (ASTM D 1308 Proc. 3.1.1, 24 hour exposure 10% HNO3 vapors) Excellent, no effect Weathering - Color Retention: (ASTM D-2244, 20 years, 45° South Florida) Maximum 5 NBS units color change Weathering - Chalk Resistance: (ASTM D-4214, 20 years, 45° South Florida) Not worse than No. 8 rating Notes: 1. ASTM - American Society for Testing Materials 2. NCCA - National Coil Coaters Association 3. Galvalume® is 55% Aluminum-Zinc alloy coated sheet steel and is a registered trademark of BIEC International Inc. BERRIDGE MANUFACTURING COMPANYCorporate & Sales Headquarters 2610 Harry Wurzbach San Antonio, TX 78209210-650-3050 • Fax 210-650-0379 **Berridge California and Florida Sales Corporations are separate entities from Berridge Manufacturing Company Standard Colors 24 Gauge 22 Gauge*0.032 Aluminum*0.040 Aluminum*SR EM SRI48”42”48”42”48”42”48”42” Aged Bronze S S S N S N S N/A 0.30 0.86 30 Almond S S S N S N S N/A 0.65 0.83 77 Bristol Blue S S N N N N N N/A 0.33 0.85 33 Buckskin S S S N N N N N/A 0.32 0.83 32 Burgundy S S N N N N N N/A 0.29 0.85 29 Charcoal Grey S S S N N N N N/A 0.31 0.84 30 Cityscape S S N N N N N N/A 0.48 0.85 54 Colonial Red S S N N N N N N/A 0.33 0.85 34 Copper Brown S S N N N N N N/A 0.30 0.85 29 Dark Bronze S S S N S N S N/A 0.28 0.85 27 Deep Red S S N N N N N N/A 0.39 0.84 41 Evergreen S S N N N N N N/A 0.30 0.83 29 Forest Green S S S N N N N N/A 0.25 0.83 22 Hartford Green S S N N N N N N/A 0.28 0.83 26 Hemlock Green S S N N N N N N/A 0.31 0.83 30 Matte Black S S N N N N N N/A 0.26 0.89 26 Medium Bronze S S S N S N S N/A 0.31 0.85 31 Parchment S S S N S N S N/A 0.52 0.83 58 Patina Green S S N N N N N N/A 0.34 0.86 36 Royal Blue S S N N N N N N/A 0.26 0.85 25 Shasta White S S S N S N S N/A 0.60 0.84 70 Sierra Tan S S S N S N S N/A 0.39 0.85 42 Teal Green S S N N N N N N/A 0.27 0.87 27 Terra - Cotta S S N N N N N N/A 0.32 0.83 31 Zinc Grey S S S N S N S N/A 0.39 0.85 42 Acrylic-Coated Galvalume®S S S S N/A N/A N/A N/A 0.67 0.20 59 Premium Colors* Award Blue S S N N N N N N/A 0.17 0.83 11 Natural White S S N N N N N N/A 0.76 0.84 93 Metallic Colors* Antique Copper-Cote S S N N N N N N/A 0.33 0.84 34 Champagne S S N N N N N N/A 0.40 0.85 43 Copper-Cote™S S N N N N N N/A 0.51 0.85 59 Lead-Cote™S S N N N N N N/A 0.46 0.84 50 Preweathered Galvalume®S S N N N N N N/A 0.40 0.85 43 Zinc-Cote™S S N N N N N N/A 0.53 0.83 59 Spring 2018 - Berridge Color Chart - 15M Printed in the U.S.A. S - Stock Color N - Non-Stocking Color N/A - Not Available BMC HOUSTONBRANCH FACILITY1720 Maury St.Houston, TX 77026713-223-4971Fax: 713-236-9422 BMC ATLANTABRANCH FACILITY319 Lee Industrial Blvd. Austell, GA 30168770-941-5141Fax: 770-941-7344 BMC CHICAGOBRANCH FACILITY1175 Carolina Dr.W. Chicago, IL 60185630-231-7495Fax: 630-231-7520 BERRIDGE CALIFORNIA SALES CORPORATION**8442 Sultana Ave.Fontana, CA 92335562-402-2081Fax: 562-865-7878 Manufacturing Facility2201 Rudeloff Rd. Seguin, TX 78155 830-401-5200 • Fax: 830-303-0530 BMC SAN ANTONIOBRANCH FACILITY 6515 Fratt Rd.San Antonio, TX 78218210-650-3050Fax: 210-650-0379 BMC PHOENIXBRANCH FACILITY5717 W. Washington St.Phoenix, AZ 85043602-385-1237Fax: 210-650-0379 BMC DENVERBRANCH FACILITY7505 E. 41st Ave.Denver, CO 80216303-322-3703Fax: 303-322-3810 BMC KANSAS CITYBRANCH FACILITY1235 Southwest Blvd.Kansas City, KS 66103913-227-0855Fax: 210-650-0379 BMC DALLASBRANCH FACILITY2015 California Crossing Dallas, TX 75220972-506-8496Fax: 972-506-8478 BMC OKLAHOMA CITYBRANCH FACILITY1400 Exchange Ave.Oklahoma City, OK 73108405-248-7404Fax: 210-650-0379 S Stock Color; Not subject to a minimum order N Non-Stock Color; Subject to inventory on hand; 4,500 sf minimum order for 22 Gauge and 0.032 & 0.040 Aluminum N/A Not Available * Consult BMC on product availability for 22 Gauge and 0.032 and 0.040 Aluminum. Premium and Metallic colors are subject to a surcharge, contact BMC for additional information BERRIDGE FLORIDASALES CORPORATION**8802 Venture Cove Tampa, FL 33637813-335-4505Fax: 210-650-0379 BMC RALEIGHBRANCH FACILITY1100 Corporation Pkwy #129Raleigh, NC 27610919-537-5705Fax: 210-650-0379 www.berridge.com 55 300 HT WATER & ICE PROTECTION HIGH-TEMPERATURE PROTECTION WIP 300HT High-Temperature Protection Self-Adhering Rooﬁ ng Underlayment WIP 300HT is a high-tensile-strength rubberized asphalt underlayment speciﬁ cally designed to withstand temperatures up to 250°F (121°C). Ideal for use under metal including copper, zinc and COR-TEN® (consult technical department for installation instructions), WIP 300HT can also be used under synthetic, concrete and clay tiles and asphalt shingles. This strong, skid-resistant membrane is available in either black or white and provides superior protection from water penetration caused by wind-driven rain and ice dams. Features and Beneﬁ ts • Protects the roof structure from water seepage caused by ice dams and wind-driven rains • Resists temperatures up to 250°F without degradation of the adhesive • Seals around rooﬁ ng nails, staples and screws • Split-release ﬁ lm provides easier, faster installation • Resists cracking, drying and rotting, providing long-term waterprooﬁ ng performance and low lifecycle cost • Concealed waterprooﬁ ng system will not detract from the architectural aesthetics of the primary rooﬁ ng system • Exposed rubberized asphalt bead along the membrane edge ensures watertightness of lap seams • 180 days exposure time Standards • UL Classiﬁ ed • ICC-ES ESR #2206 • 2009, 2012, and 2015 International Building Code™ • Florida Building Code Approved Product #6785 • Meets ASTM D1970 • Miami-Dade County Product Control Approved • ASTM E108/UL 790 Class A Fire Resistance • 2016 California Green Building Standards, Title 24 • 2015, 2012, and 2008 ICC 700 National Green Building Standard Storage WIP 300HT rooﬁ ng underlayment rolls should be stored on their side, under cover and in areas where the temperature is between 40° and 100°F (4.4° and 38°C). Do not double-stack pallets. Warranty Carlisle WIP products are backed by Carlisle’s industry-leading warranty. Carlisle WIP Products will display optimal performance when stored under recommended conditions and used within one year of date of manufacture. Product installed after one year of date of manufacture is not covered under defect warranty. Visit our website for warranty details. Installation WIP 300HT underlayment is applied when the roof deck is dry and the substrate temperature is 40°F (4.4°C) or higher. At temperatures below 40°F, nailing or priming should be used to temporarily hold the membrane in place while adhesion develops. WIP 300HT is designed to be covered with the primary rooﬁ ng system and should not be exposed to sunlight for more than 60 days (black ﬁ lm only). White underlayment offers exposure time of 180 days. Substrate must be free of any moisture. If moisture is present, it may inhibit adhesion. Prepare the roof deck by removing all loose objects, dirt, dust and debris. For re-rooﬁ ng applications, remove all old materials from the roof deck in the area to be covered with WIP 300HT underlayment. Replace water-damaged sheathing and sweep roof deck thoroughly. 56 Priming Priming is not required on clean, dry wood, metal or most polyisocyanurate surfaces (polyiso paper facer does require priming). Masonry and exterior gypsum boards (such as DensDeck®) should be primed using an appropriate primer or adhesive. Some rigid insulation boards with porous or dusty surfaces may require priming to promote initial adhesion. Priming is required on all substrates when air or substrate temperatures are below 40°F (4.4°C). Adhesives such as CCW-702, CCW-702WB, CAV-GRIP™ and CCW-AWP are approved for use with WIP products. Refer to your local building codes to determine acceptable product for use in your region. Selection of roof deck or insulation substrate and/or use of a primer or adhesive are the responsibility of the architect, speciﬁ er or rooﬁ ng contractor to determine based on the roof assembly and environmental conditions. Valleys, Hips & Ridges Cut WIP 300HT rooﬁ ng underlayment into manageable lengths. Align over the center of the valley, hip or ridge. Remove release ﬁ lm. Press the middle of the membrane ﬁ rst before working toward the edges. For open valleys, cover WIP 300HT rooﬁ ng underlayment with metal valley liners. Eaves & Rakes Cut WIP 300HT underlayment into 10–15' pieces. Remove 2–3' of release ﬁ lm and align the edge of the membrane, sticky side down, so it overhangs the drip edge by 3⁄8" (10 mm). Continue to remove release ﬁ lm and press as you move across the roof. Use a hand roller and/or hand pressure to press into place. Overlap end laps a minimum of 6". WIP rooﬁ ng underlayment should reach a point 2' inside the interior wall line. Local codes may require additional courses. If additional courses are required, the top lap must be at least 3½". Drip Edges At the rake edge, apply WIP 300HT underlayment ﬁ rst and place drip edge on top. At the eave, apply drip edge ﬁ rst and place WIP underlayment on top of the drip edge so that it overhangs drip edge by 3⁄8" (10 mm). For standard installation details, follow the WIP detail drawings. For non-standard installation instructions, contact your local Carlisle WIP representative. Metal Roof Underlayment Under water-shedding metal roof systems or low-slope metal roofs with a minimum ½" slope, start at the low point and apply WIP 300HT over the full surface of the roof deck. Review the metal rooﬁ ng manufacturer’s instructions for limitations and precautions. Beginning at the eaves, apply underlayment from the low point to the high point of the roof, running the roll horizontally. Lap Edges Lap edge seams should be hand rolled to ensure maximum adhesion. Carlisle, WIP and CAV-GRIP are trademarks of Carlisle. DensDeck is a registered trademark of Georgia-Paciﬁ c. © 2019 Carlisle. 605059 - WIP 300HT Sell Sheet - 07.16.19 PRODUCT SPECIFICATIONS PHYSICAL PROPERTIES Surface Black/White Engineered Polyoleﬁ n Composite Film with Factory-applied Anti-skid Coating Membrane Rubberized Asphalt PRODUCT CHARACTERISTIC UNITS RESULTS Roll Length feet 66 Roll Weight lbs 55 Roll Size sq ft 198 Roll Width inches 36 TYPICAL PERFORMANCE PROPERTIES TEST METHOD RESULTS Thickness ASTM D1970 40 mils Low Temperature Flexibility ASTM D1970 -45°F Adhesion to Plywood at 75°F ASTM D1970 35 lbs/ft Lap Seam Adhesion at 75°F ASTM D1970 21 lbs/ft Sealability Around Nail ASTM D1970 Pass Slip Resistance ASTM D1970 Pass Thermal Stability ASTM D1970 Pass Moisture Vapor Permeance ASTM D1970 0.02 perms Water Absorption ASTM D1970 0.5% Tensile Strength Machine Direction ASTM D412 250 psi Tensile Strength Transverse Direction ASTM D412 1390 psi Elongation at Break Machine Direction ASTM D412 250% Elongation at Break Transverse Direction ASTM D412 170% PACKAGING INFORMATION Boxes (rolls) per pallet 25 WIP 300HT High-Temperature Protection Self-Adhering Rooﬁ ng Underlayment Carlisle WIP Products 1285 Ritner Highway • Carlisle, PA 17013 888.717.1440 www.carlislewipproducts.com Limitations • WIP 300HT should be installed when air, roof deck and membrane temperatures are at or above 40°F (4.4°C). • WIP 300HT should not be left exposed to sunlight for more than 60 days for black membrane or 180 days for white membrane. • WIP 300HT membrane should not be folded over the roof edge unless protected by a gutter or other ﬂ ashing materials. • The primary roof system must be ventilated to prevent excessive moisture build-up in the interior structure. • Use caution during the installation of the membrane as it may become slippery when wet or covered with frost. • WIP 300HT must not to be used in contact with PVC material. • WIP 300HT is not approved for use in foam set tile applications. • WIP 300HT is not designed for wall assemblies. 57 2Roof Deck Protection VersaShield ® Fire-Resistant Roof Deck Protection Help improve your roof system’s fire-resistance while protecting it from damaging moisture with fire-resistant roof deck protection VersaShield® Fire-Resistant Roof Deck Protecton ■ Provides a UL Class A rating on most roof systems1 ■ Helps protect against dangerous flame spread and penetration into the interior ■ Provides a critical layer of extra protection between your roof covering and deck to resist wind-driven rain (or moisture from other sources) that can cause damage to your roof structure 58 We protect what matters most™ Benefits: To learn more about the Lifetime Roofing System visit gaf.com/Lifetime Nominal Specifications: For use with asphaltic shingles, metal, slate, wood. and most other roof systems3 ■ Roll size: 3.5 squares (350 sq. ft. [32.5m2]) (excludes laps) ■ Roll width: 42" (1.07 m) ■ Roll length: 100' (30.48 m) ■ Approx. roll weight: 53 lb. (24 kg) ■ UV exposure: Resists UV degradation for up to 60 days3 ■ Storage: Do NOT double stack pallets. Always protect from moisture, sunlight, and extreme temperatures during storage. Code Approvals and Standards: ■ Meets or exceeds the physical requirements of ASTM D146, D226 Type II, D828, and D4869 Type IV, D6757 Type I or Type II ■ UL Listed1 ■ ICC ESR-2053 ■ ICC AC-160 ■ Miami-Dade County Product Control approved ■ State of Florida approved VersaShield ® Fire-Resistant Roof Deck Protection ■ Superior protection against fire spread and penetration ■ Helps upgrade the UL fire classification of almost any type of roof system, including upgrading most metal roofs to a UL Class A rating1 ■ An efficient fire-resistant slip sheet and roof deck protection all in one product ■ Fiberglass-reinforced so it lies flatter for a better-looking finished roof ■ Slip-resistant walking surface helps improve traction for installers ■ Light color provides a cooler working surface (vs. conventional black felts) ■ Eligible for up to a Lifetime limited warranty when used on Lifetime Shingle roofs2 and it’s an eligible component of GAF residential enhanced warranties marker y copy and AYS set to charts cture and type ©2020 GAF 1/20 • #105 • RESGN222 369374-12191 Always refer to Underwriters Laboratories Certifications Directory for actual roof system assemblies 2 See GAF Shingle & Accessory Limited Warranty for complete coverage and restrictions. The word “Lifetime” refers to the length of coverage provided by the GAF Shingle & Accessory Limited Warranty and means as long as the original individual owner(s) of a single-family detached residence [or the second owner(s) in certain circumstances] owns the property where the shingles and accessories are installed. For owners/structures not meeting the above criteria, Lifetime coverage is not applicable. Lifetime Limited Warranty on accessories requires the use of at least three qualifying GAF accessories and the use of Lifetime Shingles. 3 Contact GAF Technical Support at 1-800-766-3411 or visit gaf.com for acceptable non-asphaltic roofing systems and limited warranty coverage. 3 60-day UV resistance refers to standardized testing conducted to ensure the product will not physically degrade when exposed to UV. It is NOT related to withstanding water, snow, or wind. While VersaShield® Fire-Resistant Roof Deck Protection is water resistant, it is NOT WATERPROOF. DO NOT USE VersaShield® Fire-Resistant Roof Deck Protection as a temporary roof to protect property or possessions. * When installed in accordance with section 4.2.1 of GAF ESR-2053, VersaShield® can be used over existing wood shakes or shingles as an alternative of the covering materials specified in 1510.4 of the IBC, section R907.4 of the IRC, or section 1513.3 of Chapter 15 Appendix to the UBC. VersaShield® Fire-Resistant Roof Deck Protection physical/ performance properties VersaShield® Fire-Resistant Roof Deck Protection Class A rating layer requirements* Tensile MD ASTM D146/D828 60 lb./in. width CMD 30 lb./in. width Tensile MD ASTM D1922 400 grams CMD 550 grams Water vapor transmission Permeance ASTM E96 3 Perms minimum Liquid water transmission test ASTM D4896 Pass Roofing material Roof type Minimum thickness 15/32" plywood Existing wood shake/shingle Spaced sheathing UL Listed Stone Coated Steel Direct to deck shingle 0.013" 1 Layer N/A 1 Layer UL Classified or Listed Steel Direct to deck shingle 0.013"1 Layer + 30 Felt N/A 1 Layer + 30 Felt Any UL Classified or Listed Steel Batten required shingle 0.013" 1 Layer 2 Layers 1 Layer Any UL Classified or Listed Steel Panel of standing seam 0.015" 1 Layer N/A 1 Layer Any UL Classified or Listed Copper Panel of standing seam 0.016" 1 Layer N/A 1 Layer Any UL Classified or Listed Copper Shingle 0.016" 1 Layer + 30 Felt 2 Layers 1 Layer + 30 Felt Any UL Classified or Listed Aluminum Panel or shingle 0.018" 2 Layers N/A N/A Typical applications for combustible decks Roof covering will determine actual assembly Product Details: 2 59 07 72 53 SNOW RETENTION SYSTEMS SNOW BRACKET A FOR NEW CONSTRUCTION AND RETROFIT USED ON: STANDING SEAM METAL DECOGUARD CLAMP-ON MUSHROOM TALL * These dimensions vary based on the panel rib type and height. DESCRIPTION • Designed for standing seam metal roofs • Available for rib types including: Double Lock, Single Lock, Snap Lock, Skyline • Allows for full installation without penetration of the roof surface • Powder coated to match roofing material color • Overall dimensions: 4.68”L X 6.13”W X VAR"H • Height (HT) of clamp varies based on rib type and height • Carriage bolt (2) 3/8” Dia X 1-3/4” or 2” MATERIALS • Zinc Coated Steel: 3/16” (ASTM A36) • Copper: 1/4” (ASTM B152) • A588: 3/16” (ASTM A588) COLORS/FINISHES • Raw Steel • Zinc Plated Steel • Hot-Dipped Galvanized Steel • Mill Finish Copper • Mill Finish A588 • Powder coating available in many colors visit http://trasnowandsun.com/color-chart/ to see color chart NOTE: Due to specific job conditions, TRA Snow and Sun will only warranty a snow retention system/layout that has been designed by TRA Snow and Sun. VARIES 4.68 VARIES 6.13 VARIES VARIES 4.68 VARIES 6.13 VARIES VARIES 4.68 VARIES 6.13 VARIES Revision 04/28/22 4.50 DOUBLE LOCK SINGLE LOCK “L” 1 3/4" ≤ X" SNAP LOCK 1" - 1 1/2" SNAP LOCK INSTALLATION: CLAMP THE SNOW FENCE TO THE RIB BY USING A TORQUE WRENCH WITH 30 FT - LBS. OF PRESSURE APPLIED TO EACH BOLT. FOR SPECIFIC ENGINEER- ING & PLACEMENT CALL TRA SNOW & SUN AT 801- 756-8666. DIMENSIONS DO NOT SCALE ©TRA Snow and Sun, Inc., 2022 1657 South 580 East American Fork, UT 84003 800-606-8980 | www.trasnowandsun.com 60 DATA SHEET FOR MORE INFORMATION Company: Heatizon Systems Toll Free: 888-239-1232 Email: info@heatizon.com Visit us at: www.heatizon.com 4137 South 500 West Murray, Utah 84123 © Heatizon Systems, 2021| Design: 16 AWG MIN, Tinned CopperPolyolefin JacketUV Polyolenfin Outer Jacket Tinned Copper Braid Semi-conductive heating matrix (Polymer) & Polyolefin Adhesive Jacket .51” .26” Other Information: Eaves Gutters Valleys Downspouts Applications: GutterMelt® SR9 Deicing and Heat Trace Cable GutterMelt® SR9-1 and SR9-2 self- regulating roof and gutter de-icing cables are designed to economically and effectively provide heat to maintain water flow paths on eaves, in gutters, downspouts and drains. GutterMelt® SR9 cables produces 9 watts per foot at 32 degrees in snow and ice creating reliable drain paths for water while carrying an industry leading 10yr warranty. SR9-1 GutterMelt® is for use with 120 volt power, and SR9-2 GutterMelt® is for use with 208, 240, 277 volt power. For projects requiring a higher heat output see GutterMelt® SR12 (12 watts/ft) information sheet. GutterMelt® self regulating capability means that as the temperature decreases the heat output increase to more effectively melt at lower temperatures. Conversely as the ambient temperature rises GutterMelt® decreases its heat output saving energy and money. GutterMelt SR9 is a great choice for both Residential and Commercial projects, it can also be used to trace pipes for reliable freeze protection. Description: Bus Wire . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 AWG, Tinned Copper Core & Liner . . . . . . . . . . . . . . . Semi-conductive heating matrix (Polymer) & Polyolefin Adhesive Jacket Second Jacket . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Polyolefin Jacket Metallic Shield . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Tinned Copper Braid Outer Jacket . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . UV Polyolenfin Over Jacket Minimum Bending Radius . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1” Supply Voltage/s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 120 or 208-277 Vac Max. Maintenance Temperature . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 185°F (85°C) Max Intermittent Exposure Temperature . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 212°F (100°C) Nominal Power Output at 32° . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 watts/foot Warranty . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 year limited warranty Listing Agency .................................................... ETL (Intertek Testing Laboratory) Specifications: Power Dividing Factor 208 VAC 277 VAC SR9-2 .92 1.09 Circuit Sizing:15A CB 20A CB 30A CB Model #Operating Voltage Watts/ft in Ice/Snow @ -20° F @ 0° F @ 40° F @ -20° F @ 0° F @ 40° F @ -20° F @ 0° F @ 40° F SR9-1 120 Vac 9 85’95’150’100’125’200’170’190’210’ SR9-2 208-277 Vac 9 170’195’295’225’250’390’340’375’420’ Note: Ground fault protection must be used when installing all GutterMelt® SR products. Re- fer to the NEC or CEC for specific requirements. GutterMelt-SR9 61 DATA SHEET FOR MORE INFORMATION Company: Heatizon Systems Toll Free: 888-239-1232 Email: info@heatizon.com Visit us at: www.heatizon.com Note: Ground fault protection must be used when installing all Self-Regulating Cable products. Refer to the NEC or CEC for specific requirements. 4137 South 500 West Murray, Utah 84123 © Heatizon Systems, 2017 • Use to terminate one powered end of Self- Regulating heating cable into a junction box and to seal off one non-powered end of cable. • Used for a hard-wired connection to supply power. • Includes materials for one (1) power connection assembly. • 1 1’’ X 1/2’’ Dia. Heat Shrink tube • 2 5” x 1/8” Heat Shrink Tube • 1 5” x 1/4 Green Heat Shrink Tube • 1 4” Flex Braid • 1 6” x 3/4 Heat Shrink Tubing • 3 Yellow Wire Nuts • 3 Red Wire Nuts • 1 Cord Connector • 1 HS End Cap For use with Heatizon’s various brands of Self- Regulating cable, creating a primary power connection. Description:Design: Includes: Uses: Self-Regulating Cable Power Connect Kits Heatizon’s Self-Regulating cable brand’s are used for Roof deicing, snow melting, floor warming, and pipe freeze protection. SELF-REGULATING CABLE BRANDS: - GutterMelt: Roof/Gutter Deicing - Hott-Wire: Snow Melting - OutPipe: Pipe Freeze Protection - Cozy Heat: Floor Warming WARNING: ELECTRIC SHOCK HAZARD. Disconnect all electrical power before installing or servicing GutterMelt® cable and/or accessories. A qualified person must perform all installation and service of GutterMelt® and its accessories per GutterMelt® installation instructions, the Canadian electric Code (CEC), the National Electric Code (NEC) and local building codes and requirements. All GutterMelt® installations must be effectively grounded in accordance with the CEC or NEC to eliminate shock hazards and risk to property. Failure to comply the installation instructions in their entirety can result in personal injury and/or property damage. NOTE: All electrical wiring, including GFCI (Ground Fault Circuit Interrupters), must be done according to the CEC or NEC and/or local codes by qualified persons. NOTICE: Caution must be used to make certain that all Power, End and Splice Kits are installed properly and water tight. All Self Regulating Cables are adversely affected by water and will fail if water is allowed to enter its interior. Application: * Does not include junction box. Junction Box Power Connection Kit (HT386505M) 62 www.heatizon.com GUTTERMELT® POWER CONNECTION KIT Installation Instructions: A. Slide the four (4) components of the nylon cable connector onto the GutterMelt® SR Cable in the order shown in the drawing to the right. B. Assemble the 1/2” compression cable connector but do not tighten at this point. Leave at least 7” of cable extending through the connector. C. Score the outer jacket GutterMelt® Insu- lator 6.5” from the end of the cable. Re- move the outer jacket to expose the grounding braid. Do not cut the grounding braid. D. Gently pull the grounding braid apart at a point nearest the remaining outer jacket and pull the cable through the opening in the grounding braid. Twist the grounding braid into a pigtail. E. Carefully cut the insulation 6” down the center between the two conductor wires. Bare the 6” length of each conductor by stripping off the outside insulation and the inner black core. Note: Do not cut the inner conductors. F. Slide the 1” piece of 1/2” heat shrink tub- ing over the conductor wires and position over the inner insulation and the conduc- tor wires. Place the heat shrink tubing up against the braided ground wire and shrink the tubing. While hot, pinch the heat shrink tubing in between the two conductor wires with a pair of pliers and hold for about 10 seconds. Warning: Do not overheat the heat shrink tube or GutterMelt® Cable. Keep the heat source moving at all times. 1 2 3 4 7" 6.5" The GutterMelt® Power Connection Kit is used to connect one end of GutterMelt® Cable to the appropriate power source in a junc- tion box, and to terminate and seal off one non-powered end of GutterMelt® Cable. WARNING: ELECTRIC SHOCK HAZARD. Disconnect all electrical power before installing or servicing GutterMelt® cable and/or accessories. A qualified person must perform all installation and service of GutterMelt® and its accessories per GutterMelt® installa- tion instructions, the Canadian electric Code (CEC), the National Electric Code (NEC) and local building codes and requirements. All GutterMelt® installations must be effectively grounded in accordance with the CEC or NEC to eliminate shock hazards and risk to property. Failure to comply the installation instructions in their entirety can result in personal injury and/or property damage. NOTE: All electrical wiring, including GFCI (Ground Fault Circuit Interrupters), must be done according to the CEC or NEC and/or local codes by qualified persons. NOTICE: Caution must be used to make certain that all Power, End and Splice Kits are installed properly and water tight. All Self- Regulating Cables are adversely affected by water and will fail if water is allowed to enter its interior. 63 www.heatizon.com GUTTERMELT® POWER CONNECTION KIT G. Slide a 5” piece of 1/8” black heat shrink tubing over each of the conductor wires and position next to the heat shrink tubing previ- ously installed. Make sure that 1/2” of the conductor wire is exposed. Slide the 1/4” green heat shrink tubing over the braded ground wires that are twisted together, leav- ing exposed at least 1/2” of the end of the wire. Shrink the heat shrink tubing on all of the wires. H. Tighten the 1/2” compression cable con- nector installed in “B” above 7” from the end of the cable. I. Insert entire assembly into NEMA 4 or 4X Electrical Junction Box. Junction Box should be protected from weather if possi- ble. J. Strip the incoming power conductor leads and ground wire to expose a 1/2” length of bare conductor. Use the appropriate size of wire nut and connect the power conductors and ground wire to the GutterMelt conductor wires and the braided ground wires. K. Carefully push the connected wires into the power termination box and secure the cov- er. Screw the 1/2” compression cable con- nector into the power termination Junction Box to form a water tight seal. L. GutterMelt® SR Cable power leads may be connected to a Heatizon Relay Panel or appropriate activation device (see your Heatizon Systems dealer for alternatives). Warning: Do not overheat the heat shrink tube or GutterMelt® Cable. Keep the heat source moving at all times. Heatizon Systems (801) 293-1232 Kit Contains: 1 1’’ X 1/2’’ Dia. Heat Shrink tube 2 5” x 1/8” Heat Shrink Tube 1 5” x 1/4 Green Heat Shrink Tube 1 6” x 3/4 Heat Shrink Tubing 3 Yellow Wire Nuts 3 Red Wire Nuts 1 4” Flex Braid 1 Cord Connector 1 HS End Cap © 2015 Heatizon Systems 64 1”18” 1/2” 65 66 67