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Simitch - 2500 Hobart Rd
Marina de Conciliis our Unique�o� /% Allan Wexler `��� : �fds PO Box 1179 Jeri Woodhouse a T° "� C0 Southold,NY 11971 SOUTHOLD ' UMUM ' Telephone: (631)765-1809 r._ 2 Kim E. Fuentes,Coordinator 09-0 ��\y� kimf@southoldtownny.gov a �—. . GO RFSFRVATO" Town of Southold Historic Preservation Commission Certificate of Appropriateness March 28,2024 RESOLUTION #03.28.2024.3 RE: 2500 Hobart Road, Southold,,NY. SCTM# 1000-64-3-7 Owner: Andrea Simitch RESOLUTION: WHEREAS, 2500 Hobart Road, Southold,NY, is on the Town of Southold Registry of Historic Landmarks; and WHEREAS, as set forth in Section 170-6 of the Town Law(Landmarks Preservation Code) of the Town of Southold, all proposals for material change/alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Historic Preservation Commission prior to the issuance of a Building Permit; and WHEREAS, the applicant submitted a proposal on January 18, 2024, for approval to replace roofing "in-kind" on a single family dwelling; and WHEREAS, the applicant's representative, Ronald Gomez of Eli Construction, appeared before the Commission on March 28, 2024 during a public hearing to describe the proposed improvements; and WHEREAS, the proposal is described as the replacement of roofing and facia upon a single family dwelling, with "in-kind" 4-1/2 Inch Thick Sip Roof Panel, as depicted on the unsigned drawings entitled, "Section Detail Alternative A (Exhibit A)", dated January 30, 2024; and "Section Detail Alternative B.1 - W2 Rigid Insulation" (Exhibit B.1) indicating "new facia 1-3/4 height to replace existing wood finish to match existing" dated February 6, 2024; and WHEREAS, the applicant shall submit to the Commissioners photographs of the finished improvements upon completion; and WHEREAS, the Commissioners may conduct a site inspection of subject premises once improvements are completed; and Certificate of Appropriateness #03.28.2024.3 HPC, Simitch. SCTM No. 1000-64-3-7 Page 2 NOW THEREFORE BE IT RESOLVED,that the Southold Town Historic Preservation Commission determines that the proposal as described as "in kind"replacement of roofing and facia upon a single family dwelling, with 4-1/2 Inch Thick Sip Roof Panel, as depicted in unsigned drawings entitled, "Section Detail Alternative A (Exhibit A)", dated January 30, 2024; and"Section Detail Alternative 13.1 - W2 Rigid Insulation" (Exhibit B.1) indicating "new facia 1-3/4 height to replace existing wood finish to match existing" dated February 6, 2024j meets the criteria for,approval under Section 170-8 (A) of the Southold Town Code; and BE IT FURTHER RESOLVED,that the Commission approves the request for a Certificate of Appropriateness, subject to approvals by all involved agencies; and BE IT FURTHER RESOLVED,that any deviation from the approved plans referenced above may require further review from the Commission. Motion made by: Commissioner Wexler Motion seconded by: Commissioner deConciliis VOTES: AYES: Commissioners Wexler, Woodhouse and de Conciliis. (3-0) RESULT: Passed Please note that any deviation from the approved plans as referenced may require further review from the commission. h Signed: Kim E. Fuentes Coordinator for the Historic Preservation Commission Date: April 2, 2024 - H. DD FEB 0 2024 TOWN OF SOUTHOLD HISTORIC PRESERVATION COMMISSION . t it u , , • 4ry r" AJIL t t t s sf/ i i v 'a•J� .. :-gym i i 4: Z ,.� � , t . ...��� .�,.. "=�.c�..�.T a `^-'• —=""^.--. Y `N —=:l L �•, r� Nv i i. :�. ... ,��r.••�� ram,. 4 _ r Historic Preservation Commission Resolution #: Dated: 3 a P v" r` TOWN OF SOUTHOLD --. .. __.... _.. ,. .-.__......._ ._ ,�.__....._.... 'w. HISTORIC PRESERVATION COMMISSION Sf!. 1`,;fly, '��,_\�'�r/►e.^�'°�1�'_._..._.._._..-.•,......._..... _ �� ...4 ._..+r!^�. _-.. ~x. - i \'•, �'... 1, %�''. %•,' Jf .�w� � -- - - - __ E v L ) r Al _.__.__ ._._....�.._....._. ..__... _ _.._W.. t � I .l ti I ~K, A �j. _ ) S w ( I •� yr f Y � II�+ ._.... L � ._ i x ` j Nk N _ - Historic Preservation Commission Resolution #: 3 , g. a1D a43 Dated; nD D TOWN OF SOUTHOLD LM JAN 18 ?V4 HISTORIC PRESERVATION COMMISSION A PLI UTHOLD HISTORIC PRESERVATION COMMISSION OWNERS NAME: Andrea Simitch MAILING ADDRESS: 286 Midlirie Road Freeville NY 13068 S PHONE: 6072165339 E-MAIL:als34@cOfAeLadU iA SUBJECT PROPERTY ADDRESS:2500 Hobart Road Southold SUBJECT PROPERTY TAX MAP NO.: 1000-64 -3 -7 DATE ACQUIRED PROPERTY: OCTOBER 10, 2023 OWNERS REPRESENTATIVE: Ronald Gomez of Eli Construction MAILING ADDRESS: 1490William Floyd Pkwy Suite 109 Shirley NY 11967 PHONE:631 276 0404 E-MAIL:eliconstruction.com STATUS: LOCAL LANDMARK X IN LANDMARK DISTRICT NATIONAL HISTORIC REGISTER PROPERTY ZONING DISTRICT EXISTING USE SINGLE FAMILY PROPOSED USE NO CHANGE PROPOSED WORK: REPAIR -ADDITION RENOVATION NEW WINDOWS NEW DOORS REPLACE SIDING REPLACE ROOFING X NEW FENCE NEW SIGN APPROVALS REQUIRED: ZBA TOWN TRUSTEES PLANNING BOARD SUFFOLK COUNTY DEPT. OF HEALTH SERVICES CONSTRUCTION SCHEDULE: ASAP I understand and agree that no work on this request shall commence until written approval has been given by the Building Department if a Building Permit is required. If no permit is required, written approval must be received from the Historic Preservation Commission. OWNERS SIGNATURE: • December 12, 2023 CONTEXT for application On July 21', 2015 the Southold Town Historic Preservation Commission unanimously recommended that the Town Board of the Town of Southold designate 2500 Hobart Road (The 1674 Joshua Hobart House or better known as The Second Parsonage House) as a historic landmark for addition to the town's Registry of Historic Landmarks. At the regular meeting of the Southold Town Board on November 22, 2016 it was resolved that the town board of the Town of Southold designated the Second Parsonage House as historic and was to be added to the town' s register of historic landmarks;the single-family house is located at SCTM 1000- 64.- 3- 7, 2500 Hobart Road, Southold, New York. Andrea Simitch and Vol Worke purchased the property on October 10, 2023. A CERTAIN URGENCY While the existing structure is essentially sound, the roof is in dire need of replacement. Additionally, working with Southold's East End Insurance Agency, while we are able to insure the house with Llyod's of London, given the condition of the roof the protection does not cover any damage due to the roof. Thus the application to replace the existing roof in kind is respectfully submitted to be approved as soon as possible given the urgency of protecting the historic landmark. As per the definition of the term ALTERATION included in Chapter 170 of the Southold Town Code (Landmark Preservation),this application does not 'significantly change the exterior appearance or exterior architectural features,of a landmark, including the renovation, restoration, reconstruction, obstruction, addition to or removal of any part of such a landmark'. We have obtained an estimate (attached) from Eli Construction (1490 William Floyd Parkway Suite 109 Shirley, NY 1 1967) to replace the roof in kind with GAF TIMBERLINE HDZ Architectural Asphalt Shingle; Color, weathered wood and would like to move forward on this replacement as soon as possible and hopefully prior to the next scheduled Town meeting on January 25� 2024. Given the condition of the existing roof we are extremely concerned that adverse weather could threaten the integrity of this historic house. Respectfully, Andrea Simitch New York State Arch License No: 0 17 16 9 Attachments: ✓ Application ✓ HPC Standard Q & A ✓ Agent Authorization Letter.,for owners consent when using a representative ✓ Photographs of building, surrounding area and adjacent buildings, labeled ✓ Property Survey and Site Plan: showing existing structures . (NA) ✓ ELI CONSTRUCTION roof replacement estimate Sent under separate cover ✓ Complete set of building elevations with building heights and roof specifications ✓ Existing house photos ✓ .Existing house photos with proposed replacement roof Y k� ivFmsm µr:µix �� _`3 h — SM c-- —1110 GAF TIMBERLINE HDZ Architectural Asphalt Shingle; Color. weathered wood AUTHORIZATION FOR REPRESENTATIVE I ANDREA SIMITCH residing at 286 Midline Road Freeville NY 13068 (print property owner's name) do hereby authorize RONALD GOMEZ (Agent) to apply on my behalf to the Historic Preservation Commission. 1/17/24 Owner's Signature: Date: ANDREA SIMITCH Print Owner's Name AUTHORIZATION FOR REPRESENTATIVE I,_Andrea Simitch residing at 2500 Hobart Road Southold NY (print property owner's name) do hereby authorize Ronald Gomez of Eli Construction (Agent) to apply on my behalf to the Historic Preservation Commissior. 1/12/2024 Owner's Signature: Date: _ANDREA SIMITCH Print Owner's Name I Eli Construction 1490 William Floyd Parkway Suite 109 101E1 Shirley, NY 11967 CONSTRUCTION +1 6318695171 - - info@eliconstruction.com eliconstruction.com Estimate ADDRESS SHIP TO ESTIMATE# 5261 Andrea Lee Simitch Andrea Lee Simitch DATE 10/16/2023 2500 Hobart Road 2500 Hobart Road Southold, NY 11971 Southold, NY 11971 77 �~ DESCRIPTION, ;DESCRIPTION -AMOUNT' INSULATION Supply and install INSULATED BOARDS WITH R21 INSULATION AND 5/8" CDX 14,850.00 PANELS PLYWOOD over existing rafters to add necessary insulation and structural support to receive new roofing system. ASPHALT Properly protect the working area. 14,175.00 ROOF Tear off all existing 2 layers of asphalt and one layer of cedar shingles down to REPLACEMENT sheathing. Remove debris by using our EQUIPTER DEBRIS REMOVER EQUIPMENT https://www.equipter.com/products/rb4000 to avoid damaging your grounds by throwing debris right on your lawn and landscape. Replace any rotted wood.(3 Full pieces for free. Additional will be charged at$75 per piece) Supply and install GAF TIMBERLINE HDZ Architectural Asphalt Shingles. Supply and install GAF ice and water shield leak barrier at eaves, valleys, and rake. Supply and install GAF synthetic membrane as underlayment. Supply and instal GAF I ridge vent attic ventilation. Supply and install GAF ridge cap shingles. Supply and install metal flashing as needed. Clean up and remove all waste material. All manufactures warranties apply. Eli Construction provides a 10 year workmanship warranty at completion of installation. WARRANTY GAF GOLDEN PLEDGE LIMITED WARRANTY: 0.00 ELI CONSTRUCTION provides 50 years warranty on Manufacturing Defect Coverage provided by GAF'through us as certified installers, and 25 year workmanship warranty upon completion of the roof job This warranty is in effect from the date the project was completed to when the 25 year period has ended.This cover any issues regarding the roof installation. Standard manufacturers warranty also applies to materials. FINANCING THIS FINANCING PLAN IS INCLUDED FOR THIS ESTIMATE 0.00 12 MONTHS ZERO INTEREST WITH NO MONTHLY PAYMENTS *** PRICES ON ESTIMATE WILL EXPIRE IN 30 DAYS *** 'DESCRIPTION,_ DESCRIPTION',.` _. I ....__ __.._._ :AMOu,NTJ' T_.S SAME AS CASH Term&Conditions: 50%down payment required upon approval. TOTAL $29 025.00 There is an option to purchase material ahead of schedule to keep r estimated pricing.Make payment online or check payable to Eli Construction,credit cards additional 4%merchant fee. 5%Fee applied to overdue accounts. Accepted By Accepted Date *** PRICES ON ESTIMATE WILL EXPIRE IN 30 DAYS *** f Fuentes, Kim From: Andrea Lee Simitch <als34@cornell.edu> Sent: Wednesday, December 13, 2023 2:33 PM To: Fuentes, Kim Cc: Val Kevin Warke Subject: 'APPLICATION-Historic Preservation Commission-2500 Hobart Road_SIMITCH Attachments: 2500 HOBART ROAD Historic Preservation Commission Application_cover letter.pdf, HISTORIC PRESERVATION COMMISSION APPLICATION-2500 HOBART ROAD SOUTH 0LD_SIMITCH.pdf, Estimate_5261-fro m_EIi_Construction.pdf, Survey_2500 Hobart Road 9-28-23.pdf Hello Kim, r Thank you so much for talking me through the application process yesterday on the phone! Super helpful. I have pulled together a packet of information for the application to replace the existing roof in kind. I have also in my cover letter explained why there is a certain urgency to consider the application prior to the January meeting.The following are attached: 1) Cover letter 2)Application 3)Site survey 4) Contractor's estimate The supplemental documentation (house elevation drawings and photos of the existing and proposed in-kind roof) is a rather large file. I will send it out under separate cover but if it does not go through, is there a town box where I can upload?Or do you need physical copies, in which case I can send it all out tomorrow! Please let me know. Look forward to hearing back! Sincerely, Andrea Andrea Simitch Professor&Stephen H.Weiss Presidential Fellow Cornell University Department of Architecture 607 216 5339 ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 i December 12, 2023 CONTEXT for application On July 21 n, 2015 the Southold Town Historic Preservation Commission unanimously recommended that the Town Board of the Town of Southold designate 2500 Hobart Road (The 1674 Joshua Hobart House or better known as The Second Parsonage House) as a historic landmark for addition to the town's Registry of Historic Landmarks. At the regular meeting of the Southold Town Board on November 22, 2016 it was resolved that the town board of the Town of Southold designated the Second Parsonage House as historic and was to be added to the town' s register of historic landmarks;the single-family house is located at SCTM 1000- 64.- 3- 7, 2500 Hobart Road, Southold, New York. Andrea Simitch and Vol Warke purchased the property on October 10, 2023. A CERTAIN URGENCY While the existing structure is essentially sound,the roof is in dire need of replacement. Additionally, working with Southold's East End Insurance Agency, while we are able to insure the house with Llyod's of London, given the condition of the roof the protection does not cover any damage due to the roof. Thus the application to replace the existing roof in kind is respectfully submitted to be approved as soon as possible given the urgency of protecting the historic landmark. As per the definition of the term ALTERATION included in Chapter 170 of the Southold Town Code (Landmark Preservation),this application does not'significantly change the exterior appearance or exterior architectural features of a landmark, including the renovation, restoration, reconstruction, obstruction, addition to or removal of any part of such a landmark'. We have obtained an estimate (attached) from Eli Construction (1490 William Floyd Parkway Suite 109 Shirley, NY 1 1967) to replace the roof in kind with GAF TIMBERLINE HDZ Architectural Asphalt Shingle; Color weathered wood and would like to move forward on this replacement as soon as possible and hopefully prior to the next scheduled Town meeting on January 25� 2024. Given the condition of the existing roof we are extremely concerned that adverse weather could threaten the integrity of this historic house. Respectfully, Andrea Simitch New York State Arch License No: 017169 Attachments: ✓ Application ✓ .HPC Standard Q & A ✓ Agent Authorization Letter. for owners consent when using a representative ✓ Photographs of building, surrounding area and adjacent buildings, labeled ✓ Property Survey and Site Plan: showing existing structures . (NA) ✓ ELI CONSTRUCTION roof replacement estimate Sent under separate cover ✓ Complete set of building elevations with building heights and roof specifications ✓ Existing house photos ✓ Existing house photos with proposed replacement roof GAF TIMBERLINE�HDZ Architectural Asphalt Shingle; Color: weathered wood - Sty �a1� [•a�'�• ' �aJ.��.i 4 t V �1 . 'tY 1 t�� 't•♦, a r/• •lI, �.? ,fir t ,�••`.: 1t .•'+,a•_ 't�t�ti..+�' +� 1 7: a r"■+.'- � �N'S�l;b�'rsw �Yi - - • � ►.,, •� ! J ''!� � � •.. .; '� � ••aYa „- �"'Y s:T' :�•�, r�LL�t�,iir` .i - '�� - "�' - i-'t.a��� ;•.mil`. •�-• f�Y' .� �L �• `t r rlyr'Y.1 T r .a+ '_i� ,_ :Y - � -.. •� [i•YS. ,/11a.`��ar^ `�' _ ^ •�t�'. _t - ��~ , -�,�� � _. =�1y t - ° '` _ t 'tip �i ,-a JL Li s.•tir S� Kam. 1 tea- kt+' 4wdL� �t. �^ AFt``• r-t ]a '1 tic T'IZ IN 90 `•5 : _.S�- ` yr, A r If - �s r ^r/s SiTuctural Insulated PRODUCT GUIDE r ♦ r SIPA A PA Structural Insulated Panel Association s a WOOD O v m The Natural Choice 0 m Engineered wood products are a good choice for the environment. They are manufactured for years of trouble-free, dependable use. They help reduce waste by decreasing disposal costs and product damage. Wood is a renewable, recyclable, biodegradable resource that is easily omanufactured into a variety of viable products. N oC ° A few facts about wood. ■ We're growing more wood every day. Forests fully cover one-third N of the United States' and one-half of Canada's land mass. American . landowners plant more than two billion trees every year. In addition, millions of trees seed naturally. The forest products industry, which comprises about 15 percent of forestland ownership, is responsible for 0 41 percent of replanted forest acreage. That works out to more than one billion trees a zp year,or about three million trees planted every day.This high rate of replanting accounts for the fact that each year, 27 percent more timber is grown than is harvested. Canada's replanting record shows a fourfold increase in the number of trees planted between 1975 and 1990. O ■ Life Cycle Assessment shows wood is the greenest building product. N A 2004 Consortium for Research on Renewable Industrial Materials o (CORRIM) study gave scientific validation to the strength of wood as ° a green building product. In examining building products' life cycles z 0 iL —from extraction of the raw material to demolition of the building at the D a end of its long lifespan—CORRIM found that wood was better for the environment than N steel or concrete in terms of embodied energy, global warming potential, air emissions, z ° water emissions and solid waste production. For the complete details of the report,visit www.CORRIM.org. 0 f ■ Manufacturing wood is energy efficient. Percent of Percent of z Wood products made up 47 percent of Material Production Energy use F o all industrial raw materials manufactured Wood 47 4 in the United States, yet consumed Steel 23 48 0 only 4 percent of the energy needed to Wmanufacture all industrial raw materials, Aluminum 2 8 N according to a 1987 study. N H a ■ Good news for a healthy planet. For every ton of wood grown, a a young forest produces 1.07 tons of oxygen and absorbs 1.47 tons of o 0 carbon dioxide. oWood: It's the natural choice for the environment, for design and for strong,lasting construction. 0 0 0 3 0 W K W W Z Z W W H no O Structural Insulated Panels Advanced emerging building materials, such as structural insulated panels (SIPS), are engineered to provide.more durable, energy efficient homes and low " commercial buildings. Using SIPS to create a high performance building envelope is the first step to producing a "green" building that is strong, energy efficient, and cost effective. WIT r � E WHAT ARE SIPS? Structural insulated panels are high-performance building panels used in exterior walls, roofs, and floors for residential and light Wirechase commercial construction. The panels are made by sandwiching a .� core of rigid foam insulation between two skins of wood structural Structural skin panels,typically oriented strand board(OSB). The foam core of the panel is typically composed of expanded poly- Insulating foam core styrene(EPS),polyurethane,extruded polystyrene(XPS)or polyiso- cyanurate.Where required by the manufacturing process,structural Adhesive adhesive is used to adhere the foam cores to the skins of the panel in the lamination process. Once laminated, panels can be fabri- cated either onsite or in the manufacturing plant to meet the design Structural skin specifications of a home and shipped to the site for a quick and easy installation. The SIP fabrication process usually begins with a CAD drawing of the building. Panel manufacturers convert the CAD drawings into shop drawings that can be plugged directly into CNC fabrication machines or used to measure and cut panels by hand. "Chases"or channels for electrical wiring are cut or formed into the foam core,and the core is recessed around the edges to accept connection splines or dimensional lumber. By fabricating SIPS under factory- controlled conditions,SIPS achieve tolerances far more precise than wood framing. From the manufacturing plant, panels are shipped to the jobsite. Panels are available in a standard 4'x8' size and range in size up to jumbo 8'x24' panels. Panels range in thickness from 4-1/2 to 12-1/4 inches,providing a range of R-values that comply with insulation requirements in different climate zones. Structural insulated panels are used in single and multifamily residential buildings as well as light commercial struc- tures.SIN are most commonly used in walls and roofs,but they can also be used in floors and foundations. 7 WHY SIPS? SIPS are a building system that can save builders time, r money and labor while producing high-performance, v" green buildings. SIPS Save Energy Energy use and thermal efficiency are two of the anchor points of a green building.Buildings that use less energy and generate less carbon dioxide emissions have a smaller impact on the environment. The insulating core of a structural insulated panel provides high-density continuous insulation. SIPS enable structures to be assembled with minimal framing. The percentage of area in a wall assembly composed of sawn lumber is classi- fied as a wall's"framing factor"The framing factor is a measure of thermal bridging. The more framing,the higher the framing factor and the more energy is lost due to thermal bridging.A typical stick-framed home averages a framing fac- tor ranging from 15 to 25 percent,while a SIP home averages a framing factor of only 3 percent.When the whole-wall R value is measured, SIP walls outperform stick-framed walls because studs placed 16 or 24 inches on center cause thermal bridging and result in energy loss. Additionally, fiberglass and other insulating materials are subject to gaps, voids,or compression leading to further degradation in thermal performance. When working with panels as large as 8'x24' there are significantly fewer joints that require sealing. SIPS make estab- lishing a whole,house air barrier simple and effective. Studies at the U.S. Department of Energy's (DOE) Oak Ridge National Laboratory(ORNL)have shown a SIP room to have 90 percent less leakage than its stick-framed counterpart.0) WHOLE-ROOM AIR WHOLE-WALL R-VALUE INFILTRATION,ORNL TESTING Lower cfm = higher comfort+ 15 - lower energy cost 14 120 90 10 - t 60 5 30 9c"' o 0 4"SIP 2x4 @ 16" 4"SIP 2x4 @ 16" 2x4 @ 24" 2x6 @ 24" 2x6 @ 24" ((Iuality (Ty ical installation) installation) Tests show that in the"worst case commonly found of procedures for installing bait insulation"the performance drops to R-11. (1)Christian,Jeff and T.W.Petrie,Heating and Blower Door Tests of the Rooms for the SIPA/Reiker Project.ORNL March 15,2002. F Air leakage in homes is measured by using a blower door test. Using a specially designed fan to pressurize the struc- ture,Home Energy Rating System(HERS)technicians can measure the amount of air leakage in the home and use this information to size HVAC equipment or apply for an ENERGY STAR qualification. SIP research homes built by ORNL were measured to have infiltration rates as low as 0.03 natural air changes per hour(ACH). Stick-framed homes of sim- ilar size in the same subdivision averaged blower door test results ranging from 0.2 to 0.25.(2)SIP homes have proven to reach these levels of air tightness consistently enough for the EPA to waive the required blower door test for homes with a complete SIP envelope to receive an ENERGY STAR rating. When combined with other high-performance systems, SIP homes can reduce annual energy use by 50 percent or more over the Model Energy Code. SIPs have been instrumental in the creation of many zero-energy buildings that produce as much energy as they consume through photovoltaic cells and a high performance SIP building envelope.(') NEAR-ZERO-ENERGY HOUSES %Savings , of Model Energy Code Annual l House Sq.Ft. (MEC) Utility Costs SIPA ZEH 1 1060 51.0% $343 SIPAZEH2 1060 57.0%p $484 ��� SIPAZEH3 1060 57.5% $413 SIPAZEH4 1200 62.5% $275 �J SIPA ZEH5 1232 69.5% $242 e In 2002,ORNL teamed up with the Structural Insulated Panel Association(SIPA)and the Department of Energy(DOE) to create five innovative net-zero energy buildings. These high-performance homes featured structural insulated panel walls and roofs, rooftop solar photovoltaic systems, and other energy efficient technologies that helped these homes approach DOE's goal of net-zero energy use. The small single-family homes were built in Habitat for Humanity's Harmony Heights subdivision in Lenoir,Tennessee. ORNL performed extensive testing on the performance of these homes and monitored energy usage for the first year of habitation.The air tightness and insulating properties of a SIP building envelope helped cut the annual heating and cooling cost for the first zero-energy home to$0.45 a day. By using SIPs in conjunction with other energy-efficient and affordable features,builders are able to offer net-zero energy homes to North American homebuyers. (2)Energy Savings from Small Near-Zero-Energy Houses,ORNL,2002. T SIPS Save the Environment With rising concerns over global cli- mate change, designers and build- ers have focused on reducing the environmental impact of homes and commercial buildings. SIPs help achieve this mission by saving energy -��.. gY ��►� r and valuable natural resources, and �� by providing a healthy indoor envi- ronment for building occupants. �� `j�1' 11 Builders using SIPs often find it eas- MIR ier and more cost effective to meettp ' the qualification standards under M .. '0? q many green building rating systems, such as the Leadership in Energy Efficient Design (LEED), Green w. Globes, and National Association of Homebuilders (NAHB) green build- ing programs. SIPS are both energy efficient and an efficient use of resources, mak- ing them an ideal choice for a high- performance green building. The OSB used in SIP skins is made from trees that are harvested from sus- tainably managed forests. The insulating core used in SIPS is a lightweight structural foam com- posed of 98 percent air, and requires a relatively small amount of petro- leum to produce. Both EPS and poly- urethane-based foam insulations are made using a non-chlorofluorocarbon (CFC) blowing agent that does not threaten the earth's ozone layer. SIPs are often cut using optimization software that minimizes the amount of waste. EPS waste generated in the SIP manufacturing and fabricating process is recycled into other EPS products.Jobsite waste is also reduced. By using less energy than most buildings, SIPS cut down on carbon dioxide emissions. According to the EPA, when the emissions generated during energy production are included,the average home emits 22,000 lbs of carbon dioxide annually, roughly twice as much as the average car. Homes built with SIPS and other high-performance systems can reduce a home's carbon dioxide emissions by as much as 50 percent. 0 SIPS are inert and stable, and do not off-gas any chemicals. An airtight SIP building envelope allows for fresh air to be provided in controlled amounts, filtered to remove allergens and dehumidified, amounting to healthy indoor air quality. SIPS are uniformly insulated,without the voids,cold spots,or thermal bypasses of conventional insulation that can cause condensation leading to potentially hazardous mold growth. SIPs Save Time and Labor Prefabricated SIPs can save builders a significant amount of onsite labor. SIPs are ready to install when they arrive at the jobsite, eliminating the need to perform the individual operations of framing, sheathing, and insulating stick- framed walls.Window openings may be precut in the panels,and depending on the size, a separate header may not need to be installed.Working with jumbo panels means entire walls and roof sections can be put up quickly. Since SIPs are an entirely engineered product, they are inherently flat, straight,and true. With SIPs, there is no need to spend time culling studs or straightening stick-framed walls. Siding, interior finishes, and trim will go up faster because SIPs provide a uniform nailing surface.Interior framing can be done after SIPs are set,meaning a house can be dried-in quickly.A recent R.S. Means study shows building with SIPs saves 41 percent on labor.(3)Quicker dry-in time leads to a more stable structure with fewer problems involving drywall cracks,nail pops,and subfloor movement. SIPs Save Money In addition to trimming time off the build cycle of a structure,SIPs can be installed with less skilled labor than tradi- tional stick framing. Early completion translates to lower loan cost overhead and additional opportunity for profit by building more homes in the same amount of time.Jobsite waste-disposal costs will be reduced because SIPs are pri- marily fabricated off site.The energy efficiency of a SIP structure allows smaller HVAC equipment to be used,duct runs to be minimized,and heating costs during the construction process to be lowered. Builders who build energy efficient homes may qualify for federal or state tax credits. DESIGN ADVANTAGES SIPs offer several inherent advantages due to their engineered fabrication and structural abilities.SIPs are an integrated system.The manufacturing process is fully integrated with the CAD design process.This introduces the flexibility and accuracy of CAD design into the actual construction of the home.The entire building process from design to finished construction takes less time and is closer to the design specifications with a SIP structure. Building with an engineered product means that SIP components will always be straight,true,and cut with close toler- ances.Designers can use complexity to their advantage with CAD/CAM fabrication technology. CNC cutting machines are capable of cutting just about any shape and size of panel,taking complex measuring and mathematics out of onsite construction. Complex roofs, rounded roofs, and rounded or arched windows are only a few examples of design ele- ments easily achieved with SIPs. SIPs can dramatically simplify the construction process.Jumbo panels with large spanning capabilities can close space with fewer structural members than traditional stick framing. Transverse and racking load tests confirm the strength and transverse load resistance of SIPs,meaning less additional supports will be needed to add stability in high seismic or wind areas. (3)BASF Corporation Time and Motion Study,R.S.Means,2006. APPLICATIONS Custom Homes : ,z 1Lll;�,,p a For the custom-home market, SIPS offer a cutting edge _ A + product that can deliver a variety of custom designed elements. In any design, SIPs create a solid and energy r efficient structure with trim and interior finishes that match the accurate, engineered construction of the exterior panels. „s Timber Frames SIPs owe a portion of their emerging popularity to the 1� renewed interest in timber framing. SIPs are a perfect fit to provide exceptional insulation for the large spans and voluminous interior spaces of timber-framed structures. Affordable Housing - SIPs make housing affordable for low-income residents. ' Low-income families spend an average of 19.5 percent of + " household income on home energy costs(4) When SIPs are used in single unit or multifamily low-income hous- ing, this number can be drastically reduced. SIPs also, cater to volunteer housing programs,such as Habitat for Humanity,because less skilled labor is needed to erect a SIP building than a conventional stick-framed home. "s _ ;a. � s i � I ... 3 (4)Phillips,Judith.Housing Strategies for Mississippi.John C.Stennis Institute of Government,Mississippi State University,2006. Nonresidential,Industrial and Commercial SIPS are frequently used in light commercial construction.Crews working with 8'x24'jumbo panels can close in a large building very quickly. SIPS are commonly used in conjunction with engineered lumber products because they can cover large spans without additional structural support. SIPS are also a widely used choice for schools wishing to cut energy costs and create a healthy indoor environment for students. �I DESIGN AND CONSTRUCTION CONSIDERATIONS Building with SIPs involves several unique design and construction considerations. Foundations Working with SIPS requires attention to foundation tolerances.Although SIPS can be modified on site to fit an out-of- square or non-level foundation,this process is laborious and can affect the air sealing capabilities of the panels. Make sure the foundation contractor is aware of the tolerance required when building with SIPS. Window and Door Openings When drywall is applied to SIPs the total wall thickness a may be slightly different than a stick-framed wall because s i SIPs have wood structural panels on both sides.Window and door openings need to be sized accordingly. Site Conditions and Material Handling ,` Y Although 4'x8' panels can often be unloaded and set by hand,jumbo 8'x24' panels weigh up to 700 lbs and require the use of equipment to unload and install.To set jumbo wall and roof panels, an extending boom fork lift, boom truck, or crane is used. Site conditions need to be taken into consideration when dealing with large equip- - ,. ment. High-wind conditions also pose a problem for set- ting large roof panels. +r� a SIP CONNECTION DETAILS SECOND FLOOR CONNECTION DETAIL- ©EAVES HANGING FLOOR(See page 12 for alternate detail) CONNECTION DETAIL SIP wall panel SECOND FLOOR As required,extend ice and Finished roofing material water shield from fascia Exterior siding -- Drywall - Roofing felt material Standard wire chase Continuous sealant each 2x Bottom late . 16d Common nails(b) side of framing typ.as SIP roof P recommended by panel @ 16"o.c.when used as manufacturer 8d Common bracing(3) 16d common Continuous nails(,)@ 16"o.c. nails @ 16"o.c. sealant as both sides / - Continuous sealant Drip edge recommended each side of framing flashing by manufacturer Metal strap typ.as recommended by LT P4 Simpson required or manufacturer Fascia clip(or equal) 23/32"T&G 8d Common floor nails(,)@ 6"o.c. Roof-to-wall Cap plate - sheathing both sides panel connection & detail shown Continuous (glued Soffit board Figu Figure sealant each nailed)to side of framing extend over typ.as top of recommended SIP wall by manufacturer WALL-TO-WALL VERTICAL PANEL CONNECTION - Floor joists DIMENSIONAL LUMBER SPLINE Common Drywall (2) Rows 16d Common nails(b) Expansion gap 1/8" building i paper or non- Top flange metal @ 16"o.c.minimum /% SIP panel perforated floor joist hangar house wrap, (by others) as required / by code FIRST FLOOR FOUNDATION CONNECTION - (a) - Continuous sealant © 8d Common nails each side of framing @ 6"o.c.each panel ELEVATED FLOOR typ.as recommended Common building Drywall and each side by manufacturer paper or non- perforated % Subfloor or house wrap,as combined subfloor required by code - and underlayment -- Floor joist SIP wall -- Field installed panel bottom Exterior siding plate material — �-� lbd Nails(b) into sill plate 8d Common @ 16"o.c. nails(,)@ 6"o.c. both sides - ---_ - Treated sill plate Be sure outside Sill sealer skin is supported by sill plate Continuous sealant each side of framing typ.as recommended Concrete by manufacturer or masonry - Minimum 1/2" foundation diameter anchor bolts wall @ 6 feet o.c. maximum (a)8d Common nail-0.131"x 2 1/2"x full head (b) 16d Common nail-0162"x 3 1/2"x full head WALL-TO-WALL VERTICAL PANEL CONNECTION — ROOF-TO-ROOF PANEL CONNECTION — BLOCK SPLINE FOAM RIDGE CAP DETAIL SIP panel spline Expansion gap 1/8" 8d Common nails)') Finish roofing material SIP panel @a 6"o.c. both sides Foam ridge cap ----- Continuous sealant each side of framing Roofing felt and both faces as recommended by SIP roof panel manufacturer Continuous sealant Sealant as 8d Common nails' each side of framing recommended @ 6"o.c.each panel typ.as recommended by manufacturer Drywall and each side by manufacturer Vapor retarder as Sips screws with 1" recommended by min. penetration into manufacturer to DOOR AND structural support meet building codes WINDOW FRAMING @ 24"o.c. minimum and/or environmental - considerations. 2x Framing around Continuous field installed- Structural support member windows and door wood ridge support with min. 1-1/2"bearing openings beam shown for each side of panels ROOF-TO-WALL PANEL CONNECTION — BEVELED SIP WALL Finished roofing material Vapor retarder as recommended by Panel screw manufacturer to meet building codes and/or Roofing felt environmental considerations SIP roof panel 8d Common Top plate nails*@ 6"o.c. both sides Exterior siding material Continuous sealant each side of framing, and roof panel 2x joint Drywall SIP wall panel Common building paper or nonperforated house wrap,as required by code r t Un i � w r r r � � Floor Systems Builders have two options for floor systems SECOND FLOOR CONNECTION DETAIL - RIM BOARD when constructing a home with SIPS. In a SIP wall panel SECOND FLOOR hanging floor system, high-efficiency SIPS Exterior siding material - Drywall are used in place of Rim Boards®and floor 2x Bottom plate Standard wire chase joists are attached using metal hangers. In 16d Common nails @ 16"o.c. 8d Common nails when used as bracing(3) 16d a platform floor design, builders use tradi- @ 6"o.c.both sides common nails @ 16"o.c. tional floor construction design,using a Rim 23/32"T&G floor sheathing Board to connect wall panels to the founda- Metal lateral tie (glued&nailed) p plate nailed to bottom to extend over tion. Insulated SIP Rim Boards are available or shim plates and top of sip wall Rim Board from many SIP manufacturers. Insulation Rim Board Floor joists (i-joist shown) 8d Common nails Drywall @ 6"o.c.both sides 2x Load-bearing plate as Underlayment as required by manufacturer required by code, Continuous sealant each such as common side of framing typ.as building paper or recommended by manufacturer non-perforated house wrap FIRST FLOOR PRESCRIPTIVE METHOD FOR BUILDING WITH SIPS The Prescriptive Method for SIPs used in wall systems in residential construction provides a set of thoroughly tested provisions for panel construction and assembly. The method is endorsed by HUD,PATH,the NAHB Research Center, and APA-The Engineered Wood Association,and is now permitted in Section R614 of the 2007 supplement to the 2006 International Residential Code(IRC).The Prescriptive Method allows design and building professionals to specify SIPS using common load tables that document the performance of a standardized SIP. The Prescriptive Method for SIPS used in wall systems in residential construction is limited to certain applications and wind and seismic zones.The complete limitations are discussed on pages 16-18. To obtain a copy of the Prescriptive Method for SIPS used in wall systems in residential construction,visit www.sips. org,www.pathnet.org or www.apawood.org. 12 MECHANICAL SYSTEMS Electrical Electrical wires are pulled through precut channels inside the core of the panels called "chases" Manufacturers cut or form chases both horizontally and vertically during the fabrication process according to the electrical design of the home. Chases enable wires to be run through walls without compressing insulation or having to drill through studs. Electricians can access chases by drilling or cutting small access holes in the interior skin of the panel. Another commonly used technique is running wires through baseboard raceways and in the cavity behind the bev- eled spacer on SIP roof-to-wall connections. Raceways can be created by using manufactured surface mount wiring mold,furring strips behind baseboards,or holding back drywall and the flooring to create space for wiring. Wall Edge Hold drywall up min 2" Electrical Chases. Electrical to provide horizontal The surface rout is then Chase. raceway behind easily covered by drywall. By running wires baseboard This technique can work for in the space switches as well as outlets. created by the held-up drywall, long horizontal lengths of wire can usually be run quite easily. This technique is a good choice on Typical switch box upper floors.On the first floor, horizontal runs can more easily Factory provided be carried in the electrical chase basement. Wire pulled to outlet box from factory-routed chase -- Typical outlet box 13 Plumbing Plumbing should never be run horizontally or vertically in SIP walls. Penetrations through SIPs must be well sealed to prevent air leakage and moisture penetration. HVAC SIP buildings are extremely tight structures with levels of air infiltration lower than the average stick-built structure. When working with an HVAC contractor, make sure their calculations take into account the low air infiltration and higher R-values of a SIP home. Proper HVAC sizing is crucial because an oversized HVAC system will fail to reach the steady operating rate for which the equipment was designed. Short cycling HVAC equipment will be less energy effi- cient and require more maintenance than properly sized HVAC equipment. Short cycling HVAC equipment also leads to excessive humidity in structures during cooling seasons. SIP construction typically requires mechanical ventilation. Ventilation systems bring fresh air into the building in controlled amounts and exhaust moisture laden and stale air to the outside. Ventilation systems can be designed to incorporate heat recovery ventilators (HRVs) or energy recovery ventilators (ERVs). These advanced systems harness heat being exhausted from the home and utilize it to heat the fresh air coming into the home for an even more efficient use of energy. Proper ventilation is crucial in structures with low air infiltration to prevent condensation that can lead to mold growth. ASSEMBLY Sealing All joints between panels need to be sealed according to manufacturer specifications. Sealing is typically done with specially designed SIP seal- r ing mastic, expanding foam, and/or �.f SIP sealing tape. Sealing is crucial to achieve the potential envelope tightness capable with structural insulated panels. An improperly sealed home is not only prone to thermal bridging and energy j inefficient, but subject to humidity problems and potential mold growth. Proper sealing is especially important when installing SIP roofs.The ridge of a SIP roof can use either bevel-cut SIPs for a flush joint,or use a beveled foam block insert. The ridge detail is a critical construction detail that requires attention to sealing using methods as noted above. Manufacturer specifications will provide specific sealing details designed to prevent moisture movement. 14 Exterior Finishes Exterior finishing materials can be applied easily to SIPS. SIPS provide a uniform nailing surface for exterior finishes.A continuous drainage plane must be established between SIPS and siding.This may be either building paper or non-per- forated house wrap,Siding should be attached to SIPs according to the siding manufacturer's specifications. Roofing As with siding, roofing needs to be attached to SIP roof panels according to the roofing manufacturer's recommenda- tions. Roofing paper needs to be placed beneath the finish roofing as with a lumber-framed roof. Roofing materials need to be specified as over a conventionally framed roof. Fire Residential building codes require that foam insulation be separated from the interior of the building by a material that remains in place for at least 15 minutes of fire exposure. SIPS faced with 1/2-inch gypsum drywall meet this requirement. Commercial builders may need a one-hour fire-rated wall or roof, which is achieved by testing and listing a specific wall or roof assembly to ASTM E119 with an accredited certification agency. Individual SIPA member manufacturers should be contacted to confirm listed assemblies they can provide. For buildings requiring a two-hour fire-rated assembly, specialty fire resistant panels are applied to the inside of the SIP. More information on the availability of special fire and sound resistance systems is available from SIPA member manufacturers. rf KOS �' Check the SIPA website,www.sips.org ` A J A j A for listings. It 15 IRC AND PRESCRIPTIVE METHOD SUPPLEMENT Prescriptive SIP wall systems were adopted into the International Residential Code(IRC)in 2007. The 2007 IRC sup- plement and subsequent editions of the code include prescriptive standards for SIP wall construction in Section R614. Code adoption of SIP construction was the result of advocacy efforts by APA and SIPA. Builders and design professionals using SIP walls in residential proj- TABLE 1 ects will no longer be required to APPLICABILITY LIMITS conduct or supply additional engi- Building Dimension Maximum building width is 40 feet(12.2 m) - neering to show equivalency to the Maximum building length is 60 feet(18.3 m) IRC. Inclusion in the IRC recog- Number of Stories 2 story(above basement) nizes structural insulated panels Basic Wind Speed Up to 130 mph(209 km/h) as equal to other code-approved Wind Exposure Exposures B(a)(suburban/wooded) building systems. Exposures C("),(open terrain) Section R614 of the IRC only covers Ground Snow Load 70 psf(3.35 kN/m2)maximum ground snow load SIP wall construction for residential Seismic Zone A,B and C buildings in the applicability limits Building Height Maximum 35 feet(10.7 m) listed in Table 1. Load-Bearing Wall Height 10 feet(3 m)maximum WAs defined by the provisions in ASCE 7-05. The results of structural testing con- ducted by APA is available in the U.S. Department of Housing and Urban TABLE 2 Development's Prescriptive Method ALLOWABLE TRANSVERSE LOAD FOR DEFLECTION LIMITS for Structural Insulated Panels(SIPs) Allowable Transverse Load Used in Wall Systems in Residential for Deflection Limits(psf) Construction. Table 2 from the Panel Panel Nominal Height Thickness V360 V240 V180 V120 Prescriptive Method illustrates the 8-foot 4-1/2" 30 38 38 38 maximum allowable transverse loads 10-foot 4-1/2" 18 27 27 27 for wall panel applications. 8-foot 6-1/2" 38 38 38 38 Depending on the size of the window 10-foot 6-1/2" 29 29 29 29 and other structural considerations, openings can be cut into a SIP wall without the addition of a separate header. Table 3 shows the maximum allowable axial loads for SIP headers. TABLE 3 TABLE 4 ALLOWABLE SIP HEADER DESIGN VALUES ALLOWABLE DESIGN VALUES FOR SIP WALL PANELS Header Span Allowable Load Nominal Wall Thickness (Feet) (Plf) Load Type 4-1/2 in. 6-1/2 In. 2 1060 Wall Height Wall Height 4 540 96 In. 120 in. 96 in. 120 in. 6 300 Shear(plf) 315 315 315 315 8 175 Axial(plf) 3,200 3,200 3,100 3,100 16 TABLE 5 NOMINAL THICKNESS (INCHES) FOR SIP WALLS SUPPORTING SIP OR LIGHT-FRAME ROOFS ONLY Building Width n Wind Speed Snow 24 28 32 36 40 (3-sec gust) Load Wall Height(ft) Wall Height(ft) Wall Height(ft) Wall Height(ft) Wall Height(ft) Exp.A/B Exp.C (psf) 8 9 10 8 9 10 8 9 10 8 9 10 8 9 10 20 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 30 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 85 50 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 70 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 20 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 30 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 100 85 ---- - 50 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 70 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 20 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 30 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 110 100 50 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 70 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 20 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 30 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 120 110 - 50 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 70 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 6.5 4.5 4.5 6.5 20 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 30 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 130 120 _ - _ ------_- 50 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 6.5 4.5 4.5 6.5 4.5 4.5 6.5 70 4.5 4.5 4.5 4.5 4.5 6.5 4.5 4.5 6.5 4.5 6.5 N/A 4.5 6.5 N/A 20 4.5 4.5 6.5 4.5 4.5 N/A 4.5 4.5 N/A 4.5 4.5 N/A 4.5 6.5 N/A 30 4.5 4.5 N/A 4.5 4.5 N/A 4.5 4.5 N/A 4.5 6.5 N/A 4.5 6.5 N/A 130 50 4.5 6.5 N/A 4.5 6.5 N/A 4.5 N/A N/A 6.5 N/A N/A 6.5 N/A N/A 70 4.5 N/A N/A 6.5 N/A N/A 6.5 N/A N/A N/A N/A N/A N/A N/A N/A For SI:1 inch=25.4 mm,1 foot=304.8 mm,1 mph= 1.61 km/hr Deflection criteria:L/240 Roof dead load:10 psf maximum Roof live load:70 psf maximum Ceiling dead load:5 psf maximum Ceiling live load:20 psf maximum N/A indicates not applicable(design required) 17 TABLE 6 NOMINAL THICKNESS (INCHES) OF SIP WALLS SUPPORTING SIP OR LIGHT-FRAME STORY AND ROOF Building Width(ft) Wind Speed Snow 24 28 32 36 40 (3-sec gust) Load Wall Height n Wall Height n Wall Height(ft) Wall Height n Wall Height n Exp.A/B Exp.C (psf) 8 9 10 8 9 10 8 9 10 8 9 10 8 9 10 20 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 30 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 85 50 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 70 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 6.5 6.5 6.5 6.5 20 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 30 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 6.5 100 85 50 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 6.5 4.5 4.5 6.5 70 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 6.5 6.5 6.5 6.5 6.5 N/A N/A 20 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 6.5 30 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 6.5 4.5 6.5 6.5 110 100 50 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 6.5 6.5 6.5 6.5 N/A 70 4.5 4.5 4.5 4.5 4.5 6.5 6.5 6.5 N/A 6.5 N/A N/A N/A N/A N/A 20 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 6.5 4.5 4.5 6.5 4.5 6.5 N/A 30 4.5 4.5 4.5 4.5 4.5 6.5 4.5 4.5 6.5 4.5 6.5 N/A 6.5 6.5 N/A 120 110 50 4.5 4.5 6.5 4.5 4.5 6.5 4.5 6.5 N/A 6.5 N/A N/A N/A N/A N/A 70 4.5 4.5 6.5 4.5 6.5 N/A 6.5 N/A N/A N/A N/A N/A N/A N/A N/A 20 4.5 4.5 6.5 4.5 4.5 6.5 4.5 6.5 N/A 4.5 6.5 N/A 6.5 N/A N/A 30 4.5 4.5 6.5 4.5 4.5 N/A 4.5 6.5 N/A 6.5 N/A N/A 6.5 N/A N/A 130 120 50 4.5 6.5 N/A 4.5 6.5 N/A 6.5 N/A N/A N/A N/A N/A N/A N/A N/A 70 4.5 6.5 N/A 6.5 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 20 6.5 N/A N/A 6.5 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 30 6.5 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 130 50 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 70 N/A N/A N/A N/A NIA N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A For SI:1 inch=25.4 mm,1 foot=304.8 mm,1 mph= 1.61 km/hr Deflection criteria:L/240 Roof dead load:10 psf maximum Roof live load:70 psf maximum Ceiling load:5 psf maximum Ceiling live load:20 psf maximum Second floor live load:30 psf maximum Second floor dead load:10 psf Second floor wall dead load:10 psf N/A indicates not applicable(design required) 18 ABOUT APA APA— The Engineered Wood Association is a nonprofit trade association of and for structural wood panel, glulam timber,wood I joist,laminated veneer lumber and other engineered wood product manufactur- ers. Based in Tacoma, Washington, APA represents approximately 150 mills throughout North America, ranging from small, independently owned and oper- ated companies to large integrated corporations. r Always insist on engineered wood products bearing the mark of quality— the APA or APA EWS trade- mark. Your APA engineered wood purchase is not only your highest possible assurance of product qual- ity, but an investment in the many trade services that APA provides on your behalf. The Association's trademark appears only on products manufactured by member mills and is the manufacturer's assurance that the product conforms to the standard shown on the trademark. For more information on wood construction systems,contact APA—The Engineered Wood Association, 7011 S. 19th St., Tacoma,Washington 98466,or visit the Association's web site at www.apawood.org. ABOUT SIPA The Structural Insulated Panel Association (SIPA) is a non-profit association representing manufacturers, suppliers, fabricators/distributors, design professionals, and builders committed to providing quality structural insulated panels for all segments of the construction industry. For more information, contact the Structural Insulated Panel Association, P.O. Box 1699, Gig Harbor, Washington 98335, or visit the Association's web SIPAIII site at www.sips.org. Structural Insulated Panel Association 19 f We have field representatives in many major U.S.cities and in Canada who can help answer questions involving APA trademarked products. For additional assistance in specifying engineered wood products,contact us: STRUCTURAL INSULATED PANEL ASSOCIATION P.O.Box 1699 Gig Harbor,WA 98335 Phone:(253)858-7472•Fax:(253)858-0272•Email:help@sips.org APA - THE ENGINEERED WOOD ASSOCIATION HEADQUARTERS 7011 So.19th St.•Tacoma,Washington 98466•(253)565-6600•Fax:(253)565-7265 PRODUCT SUPPORT HELP DESK (253)620-7400•E-mail Address:help@apawood.org DISCLAIMER The information contained herein is based on APA-The Engineered Wood Association's continuing programs of laboratory testing,product research,and comprehensive field experience.Neither APA nor its members make any warranty,expressed or implied,or assume any legal liability or responsi- bility for the use,application of,and/or reference to opinions, findings,conclusions,or recommen- dations included in this publication. Consult your local jurisdiction or design professional to assure compliance with code, construction, and performance requirements. Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used, it cannot accept responsibility for product performance or designs as actually constructed. i Form No.H650/Issued December 2007/0200 SIPA APA Structural Insulated Panel Association 1 be managed is water penetration to the roof sheathing or cavity insulation after installation of cavity insulation. Although a properly designed assemt At least 2 layers of rigid insulating sheathing; control the condensation risk of diffusion or air transported moisture,f all joints staggered;outermost layer to be foil- ' the interior of the roof sheathing will inhibit the ability of the assembly faced polyisocyanurate, XPS or EPS Type II and water leak occurs. The system is more vulnerable to leaks between t at least 1"thick; inner layers may be polyiso- existing roofing is removed and new water control systems are install cyanurate, XPS or EPS Type II ( , VCS) into the assembly after insulation is installed, the insulation must be r Fully-adhered air control membrane directly over existing roof sheathing (ACS) source of the leak identified and corrected, and the sheathing and fra Roof shingles(WCS) i OR dry thoroughly(e.g. 12-15%moisture content)before cavity insulatior If existing roof sheathing is wood sheathing Roof underlayment; panels(plywood or OSB),tape all joints with Some foam plastic insulations will require thermal protection or an igr shingle-lapped (WCS) flashing tape to form the air control layer(ACS) separate these from the living space. Consult the manufacturer of the Existing roof '9 material and the local building code to learn of specific requirements. Plywood or OSB roof sheathing sheathing attached iF '9 'or o ods LdG� How to Retrofit a Roof to a High Performance Roof with Insulatir through the insulation Ly�yi o,' Go row above the Roof Deck Plus Cavity Insulation in Roof Framing to roof structure with corrosion-resistant 1. Remove existing roofing and non-adhered roof underlayment, exterior wood screws aoo,�o 2. Apply a continuous air control membrane to existing roof sheathi joints between roof sheathing panels with an acrylic or butyl adhf ' tape/membrane. 3. Mark the location of framing on the air control membrane to facili of roofing substrate or purlins. / 4. Seal around any penetrations through the air control layer. If the to provide water control, provide proper flashing as well as air se i penetrations. R f 5. Install rigid insulation board over the air control layer in multiple I, r ��-- Existing roof framing offset vertically and horizontally between adjacent layers. If Providing a Vented Over-Roof '\ ` -\ , ` ,; �y Netted fibrous insulation; alternatively, batt or open- cell spray foam insulation Detail the outer layer of the insulating sheathing as a drainage pl " , �� may be used ( ) 6. Transfer the markings for framing locations through each layer of Gray tone indicates y existing components sheathing 7. Tape seams in rigid foam. Schematic of exterior insulated roof assembly 8. Install vertical purlins(furring strips). 9. Install decking or horizontal furring strips to attach roof covering(OSB or plywood decking required for asphalt shingles). 10. Install underlayment and flashing details. See Step and kick-out flashing at roof 5 of 20 1/31/24, 11 Above Deck Rigid Foam Insulation for Existing Roofs _ Prin Scope AI rYl:4m Mtl uOW JYWlln g rl ro•rr•IIY�>.rY.oYb•nro•1.fyr w e•w. t•c•O NNin,+nur•Y[PSa EY9 fyrs NtnC ru bs'.'•.or rnnr^I•ysr•"+•Y•`YnYct• c,•n(•b xau r EV'S IYw III ' Install Insulating sheathing above the roof Ja•a« .r c.rn„d mwnda»w.ayow deck on existing homes.This retrofit ° " • wlu+•n••m�,• nl 01 w•q rax w•rrep r.v'n w•mxg N>rl'geb/msM. Yens•IWywvv!P 0681 tllpa si N�•T assembly is appropriate for homes with YY.Yr.• "`" °�'a"M ""`°""d° ""'' conditioned attics or where the retrofit is s• Y; • """�°- ^9 `toft " .,•q•ruewe.e� 4 intended to create a conditioned attic. r" i • Remove existing roofing and non- �. . adhered underlayment to expose roof sheathing. ! • Apply continuous air control � wn•"reuYr.n,.xn.. .•.ram...,,w•o YYe^ membrane to existing roof sheathing ! m•��'°•'^ ^�~ or implement continuous air control at roof sheathing. Schematic of exterior insulated roof • Install rigid insulation board in assembly multiple layers with joints offset vertically and horizontally between adjacent layers. Rigid insulation layers exterior to existing roof sheathing must provide sufficient thermal insulation(R-value)to control condensation risk(see climate specific guidance). • Install nailbase for cladding. Nailbase must be vented in high snow-load areas. • Install roofing underlayment,flashing, and cladding as per best practices.See Step and kick-out flashing at roof-wall intersections(https://basc.pnnl.gov/library/ki ckout-flashing-how-flash-troublesome-roof-wall-intersections),extending z 4"on wall surface above roof deck and integrated with drainage plane, and Self-sealing bituminous membrane or equivalent at all valleys&roof deck penetrations(https.// basc.pani.gov/im ges/install-self-sealing-bituminous-membrane-or-e uivalent-all-v alleys-and-roof-deck).. • Install cavity insulation(e.g. netted fibrous insulation,batt insulation)to achieve desired total assembly R-value. See Insulation Installation(RESNET Grade 1)_ Part 1 (ham :// . nnnl.gov/videos/insulation-installation-resnet-gr -1-part-1) and Insulation Installation(RESNET Grade 1)-Part 2(https://basc.pDn—l.gov/video I of 21 1/31/24, 12 © 3 Timberline HDZ®Shingles Benefits: Product details: ■ LayerLock'Technology—mechani- is Dura Grip-sealant pairs with the Product/System Specifics cally fuses the common bond microgranule surface of the Strike- Fiberglass asphalt construction • Dimensions(approx.):13'/.'x 39 sh' between overlapping shingle layers Zone-nailing area.Then,an asphalt (337 x 1,000 mm) to-asphalt monolithic bond cures for Exposure:5 ha(143 mm) is Up to 99.9%nailing accuracy— it Bundles/square:3 durability,strength,and exceptional . Places/square 64 the StrikeZone nailing area is so wind uplift performance. • StainOuard Plus"Algas Protection' easy to hit that a roofer placed 999 Limited Warranty out of 1,000 nails correctly in our test' ■ 25-year StainGuard Plus-Algae • Hip/Ridge:TimberTexe;TimberCrest"; Protection Limited Warranty against Seal-A-Ridge";Z"Ridge;Ridglass— ■ WindProven-Limited Wind blue-green algae discoloration? is starter Pro-Start 9uickSta te: Warranty—when installed with WeatherBlocker" Proprietary GAF Time-Release Algae- Applicable standards&Protocols: the required combination of GAF Fighting Technology helps protect is UL Listed to ANSI/UL 790 Class A Accessories,Timberline HDZI your shingles from unsightly stains. • State of Florida approved Shingles are eligible for a wind • Classified by ILL in accordance with warranty with no maximum wind ■ For the best look—use TimberTexm ICC-ES AC438 3 Premium Ridge Cap Shingles or • Meets ASTM D7158,Class H speed limitation • Meets ASTM D3161,Class F TimberCrest"Premium SBS-Modified . Meets ASTM D3018,Type 1 Ridge Cap Shingles • Meets ASTM D34624 Colors: • Miami-Dade County Product Control approved • ICC-ES Evaluation Reports ESP-1475 and ESR-3267 • Meets Texas Department of Insurance Requirements • Rated by the CRRC;Can be used 111— eel, to comply with Title 24 Cool Roof E!TMW_S - requirements(some colors) 'Ldishme refers to Rre length of waoanty coverage piwded and means as as as the original individual owners)of a single-fomiry detached residence (a eligible second wmer(s)]owns Rre property where the qualifying GAF products are,installed.Fa other owners/sauctures,Lifetime co emge is not applicable.Lifetime coverage on shligles requires the use of GAF Lifetime Shbgles onry.See the GAF Shingle&Accessory bmkd K6nourry facomplole—ageand esirclions.Visit gafcmvlRS far qualifying GAF Hickory --ter Green products,Uterine aitudge on shingles and axessorles requires the use of arty GAF Lifetma Shingle and o least 3 qualifying GPF AttEssar-See the W Roofing System Limited Wonontyfor complete coverage and mtncaons. Fa bsblblias nor alg0le fame W Roofing System LimitedNbnanN. see the Gif Shingle,&Aa-essay LNNkd N Ymmy..Vol gat carrM for - qualifyng GAF products Results bused an A*conducted by Home,lonwalan Research Labs,an Mission Brown Pewter Gray inceperrs research lob,oxryxrag r¢laknon of Tmbedne HD-Shingles to fimbedne FDP Shingles an a 16-SQLM roof deck using standard Avail railing pattern under controlled bbaabrymndaiots.Actual—h may tiny '25 year SbmGuad Plus`Algae Prdechon Linseed Worardy gpnsl barn green algae discoloration is miable only on products said in paingea beang the SlanGuard Plus-bW.See GAr Sturgis&Acrsc ory,limited VA—My La complete cawe.W aim-Mcha,and qualifying pmduds '15-year Win Jprovon'anted wind wmanty an GAF Shingles with Layertocr Technology requires the use of GAF Starter Snips.Roof Deck Pmteclmn. -ot a Cop Shingles,and Leak Bonier a Attic Ventilatbn.Sea Roofing Harvest Blend Colors System tinned W—tyfor complete cwaagead restrictions.Visit rr gofcarylRS fa qualifying GAF protlucts.Fa installations no eligible far b the C+lFRoWmg SYse,m lined WmmnN see the G<f Stange,&Accessary & limited Kboanty m 'Perindcally tested by ndepentlent and rkeml lobs to arm compliance with ASTM D3462 at time of monufactae. 'Honest Band colas ore wry milobte an Timberlese Ridge Cop Shingles, g SeorA-Rape*Ridge CV Shingles.and Timheiaetr Premium SBS- - _ Modified Ridge Cap Shingles. Appalachian Sky - .. NOW If is tldhtult to reproduce the cola dairy arid actual cola blends of mesa prodxis.Belae selechng Your color please ask b see severd B full—shames. AMEFACAN *'W WINNER We protect what matters most" f ♦ ^. a ,i Timber M14. ff;Y� ;A :_�::.:,t; u�i ; ♦� ',x ?' High Pefinitton`lrf f o f puIFS Y i .1 r �4 '� DYi ; rl �l4•Yr�•!' r '' A/ d1 x:l" r S•AKJr Fk ,t lX t� t .;r} ,f •.t� L �tif .+ fir+A.. + �. 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Y w„f': P r f f����s, Jf�l��1S�t.� _ r-�1� 7•'•.'� Y ��r*i �r r ,'"•� ��,,w}r'f.+V'�`C,,_6 < , ,�'J �r•�.�►1�!• £;`�Y v r ��t L 1♦ rP. , C 'y ` r � 4 / .• ; r'f STAINGUARD i .. • r, PLUS ALGAE PROTECTION ,S w Fuentes, Kim From: Fuentes, Kim Sent: Tuesday, February 27, 2024 9:49 AM To: 'Andrea Lee Simitch' Subject: RE: HPC - Public Hearing preparation for Andrea Simitch - March 28, 2024 Attachments: Notice Posting-Simitch- roof- March 28, 2024.docx;Affidavit of Posting form revised 9-7-2021 PDF.pdf Hi Andrea, Please see attached notice to post 10 days prior to your public hearing of March 28, 2024 at 4:00 PM. I've also attached an affidavit to be completed, signed and submitted to this office. A public hearing is conducted so that the applicant/representative can provide a narrative of the project and communicate their support of their project. The public hearing also offers to the public an opportunity to share their support or opposition, and for the applicant to respond to any questions. This is immensely helpful for the Commission to make decisions. At the closing of the hearing, the Commission may grant their approval. Kim E. Fuentes Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission 631-765-1809 kim&southoldtownny.go� Location: 54375 Main Road Mail:P.O. Box 1179 Southold, NY 11971 From:Andrea Lee Simitch<als34@cornell.edu> Sent: Friday, February 23, 2024 9:02 AM To: Fuentes, Kim <kim.fuentes@town.southold.ny.us> Subject: Re: HPC- Public Hearing preparation for Andrea Simitch Kim - I never understood that I was to attend the hearing this time round-and as I did not hear from you if there was anything else i needed to do I assumed obviously incorrectly that we were good to go. I would have certainly had a representative there!This is devastating. i IS THERE ANYTHING ELSE I NEED TO Di=.. HAVE IT HEARD AT THE MARCH 28 HEAKii460THER THAN REPOST AND HAE A REPRESENTATIVE AT THE MEETING?? Andrea Andrea Simitch Professor&Stephen H.Weiss Presidential Fellow Cornell University Department of Architecture 607 216 5339 On Feb 23, 2024, at 8:10 AM, Fuentes, Kim<kim.fuentes@town.southold.ny.us>wrote: Hi Andrea, Since the applicant/representative is required to attend the public hearing,the Commission adjourned your hearing to March 28, 2024 at 4:00 PM. You will be required to repost the property and I will send the legal notice to the local newspaper. Mailings are not required. Kim E. Fuentes Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission 631-765-1809 kim�rc southoldtownny.gov Location: 54375 Main Road Mail:P.0. Box 1179 Southold, A1Y 11971 From:Andrea Lee Simitch<als34@cornell.edu> Sent:Wednesday, February 21, 2024 4:11 PM To: Fuentes, Kim <kim.fuentes@town.southold.ny.us> Subject: Re: HPC- Public Hearing preparation for Andrea Simitch Great.Thanks, and will do! Regarding tomorrow's HPC meeting. I am not able to attend, but if you could share the link to the meeting that would be great- I can't seem to find it,though I know it's there somewhere! There is nothing else that I need to submit for tomorrow's meeting, correct? 2 Fuentes, Kim From: Andrea Lee Simitch <als34@cornell.edu> Sent: Wednesday, December 13, 2023 2:33 PM To: Fuentes, Kim Cc: Val Kevin Warke Subject: APPLICATION-Historic Preservation Commission_2500 Hobart Road_SIMITCH Attachments: 2500 HOBART ROAD Historic Preservation Commission Application cover Ietter.pdf, HISTORIC PRESERVATION COMMISSION APPLICATION_2500 HOBART ROAD SOUTHOLD_SIMITCH.pdf, Estimate_5261-fro m_Eli_Construction.pdf, Survey_2500 Hobart Road 9-28-23.pdf Hello Kim, Thank you so much for talking me through the application process yesterday on the phone! Super helpful. I have pulled together a packet of information for the application to replace the existing roof in kind. I have also in my cover letter explained why there is a certain urgency to consider the application prior to the January meeting.The following are attached: 1) Cover letter 2)Application 3)Site survey 4) Contractor's estimate The supplemental documentation (house elevation drawings and photos of the existing and proposed in-kind roof) is a rather large file. I will send it out under separate cover but if it does not go through, is there a town box where I can upload? Or do you need physical copies, in which case I can send it all out tomorrow! Please let me know. Look forward to hearing back! Sincerely, Andrea Andrea Simitch Professor&Stephen H. Weiss Presidential Fellow Cornell University Department of Architecture 607 216 5339 ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 r -- Andrea Andrea Simitch Professor&Stephen H.Weiss Presidential Fellow Cornell University Department of Architecture 607 216 5339 On Feb 15, 2024, at 9:55 AM, Fuentes, Kim <kim.fuentes(@town.southold.nv.us>wrote: Hi Andrea, You are only responsible for properly mailing the notices,which you have done. Just bring me the cards that you do receive. Thank you. Kim E. Fuentes Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission 631-765-1809 kim&southoldtownny.gov Location: 54375 Main Road Mail:P.O. Box 1179 Southold, AY 11971 From:Andrea Lee Simitch<als34@cornell.edu> Sent: Friday, February 9, 2024 2:40 PM To: Fuentes, Kim <kim.fuentes@town.southold.ny.us> Subject: Re: HPC- Public Hearing preparation for Andrea Simitch Dear Kim, Please find attached: 1)the USPS Certified Mail Receipts for the Cover Letter(also attached here as an fyi) and the Legal Notice (as provided) sent to the FIVE interested parties of the adjacent and across-the-street properties. 2)the corresponding Affidavit of Mailing 3 r 1 THe Notice of Hearing` will be posted according to the instruct'____`and no later than February 12. Once posted, the Affidavit of Posting will be scanned and emailed under a separate email.. ;Clarification Question: the green signature cards that are eventually returned to me by USPS(once the parties have signed for receipt of the mailing)should be scanned,emailed and the originals also mailed? What if an interested party is not reachable/does not pick up their mail?Apparently they have 15 days to do so, which is well beyond the hearing date. For the mailing of the originals- USPS mailing receipts Affidavits of Mailing, Affidavit of Posting and Green Signature Cards should I wait to receive all of the returned green cards prior to sending any originals or send items under separate cover as they are finalized and/or as they come in? Please let me know if you need anything else. Thanks so much! Andrea Andrea Simitch Professor&Stephen H. Weiss Presidential Fellow Cornell University Department of Architecture 607 216 5339 Begin forwarded message: From: "Fuentes, Kim" <kim.fuentes@town.southold.ny.us> Subject: RE: HPC-Public Hearing preparation for Andrea Simitch Date: February 8, 2024 at 8:33:50 AM EST To: "als34@cornell.edu" <als34@cornell.edu> Hi Andrea, I forwarded your amended plans to the Commission. Please move ahead to prepare for your public hearing; i.e. mailing and posting. Let me know if you have any questions. Kim E. Fuentes Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission 631-765-1809 kimsa,southoldtowuny.gov Location: 54375 Main Road 4 From: Fuentes, Kim- Sent: Friday,January 26, 2024 3:56 PM To: 'info@eIiconstruction.com'<info@eliconstruction.com>; 'als34@cornell.dedu' <als34@cornell.dedu> Subject: HPC- Public Hearing preparation for Andrea Simitch Hi, Let me know if you require hardcopies of the attached. As discussed with Mr. Gomez during the HPC work session on January 25, 2024, the Commission will be provided with specs showing layers (specs, cut sheets and sketch) of the proposed roof shingle replacement. Please submit to our office proposed visuals via PDF file, along with three hardcopies. Once these documents, depicting the roof replacement, are considered satisfactory by the Commission, a public hearing; will be scheduled. (tentatively on February 22, 2024) I've attached the needed documents in order to prepare for your tentative public hearing. Please see instruction page attached. I will need to post a legal notice to the local newspaper by February 9, 2024. On the Tax Map page, (and below) I listed Suffolk County Tax Map Nos. of parcels that you need to mail certified/return receipt (photo of the forms attached) to include your Legal Notice, your letter describing the project and your contact info. SCTM Nos. — Subject Lot: 1000-64-3-7 As a courtesy, I've listed the Neighboring Lot SC Tax Map #s - using the SCTM Page attached, please verify and contact the Assessors' Office for Mailing Addresses —,Certified Mail, Return Receipt: 1000-64-3-6 1000-64-3=8 1000-64-4-10 1000-64-4-11 1000-64-4-12.1 Thank you. Let me know if you have any questions. Kim E. Fuentes 5 Board Assistant Zoning Board of Appeals (Coordinator, Historic,Preservation Commission 631-765-1809 kimn�,southoldtownny.gov Location: 54375 Main Road Mail:P.O. Box 1179 Southold, NY 11971 6 Fuentes, Kim From: Andrea Lee Simitch <als34@cornell.edu> Sent: Wednesday,January 31, 2024 4:35 PM To: Fuentes, Kim Cc: Val Kevin Warke; Elisabeth Haly Meyer Subject: 1/2 Fwd: HPC - Public Hearing preparation for Andrea Simitch Attachments: 1. EXISTING-Section Detail_sketch.pdf; 2.ALT A. Section Detail of Proposed Roof w 4 12 SIP_sketch jpeg.pdf; 3.ALT. B_Section Detail of Proposed Roof w 2 Rigid Insulation_sketchjpeg.pdf; 1.a PHOTO of Interior of Existing Roof Structure.pdf Here you go-split in two! Begin forwarded message: From:Andrea Lee Simitch<als34@cornell.edu> Subject: Re: HPC-Public Hearing preparation for Andrea Simitch Date:January 31, 2024 at 3:44:00 PM EST To: "Fuentes, Kim"<kim.fuentes@town.southold.ny.us> Cc: "info@eliconstruction.com" <info@eliconstruction.com>,Val Kevin Warke<vkwl@cornell.edu> Hello Kim, As requested, please find attached the following specs, cut sheets and section detail sketches of the proposed roof shingle replacement. Please note that the drawings details are representative sketches that represent the various layers of the existing and proposed roof systems. Corresponding waterproof membranes, roof felts, proper taping of joints etc will of course be a part of any roof replacement. i Attached is a section detail sketch of the EXISTING roof layers as well as a photograph of the roof existing structure.Additionally, attached are two distinct alternate details: 2.ALT A proposes a 4 1/2"SIP construction. greater insulative benefit longer lasting provides structural reinforcing more efficient construction system uses(but slightly relocates)identical dimension of barge/fascia board increases overall height of roof by±1 314" 3.ALT B proposes instead two 1" layers of rigid foam insulation. lesser insulative benefit no structural reinforcing less efficient construction uses(but slightly relocates)identical dimension of barge/fascia board increases overall height of roof by±314" I respectfully recommend that we proceed with ALT A for the reasons outlined, but would be obviously open to ALT B. Most importantly is that the roof be replaced as soon as possible and in keeping with the overall spirit and ambition of the historic structure. 1 A third alternate (which we d._, .._'t recommend for obvious reasons), is to _reed without any insulation at all and merely replace the existing asphalt&wood shingles with a new layer of plywood sheathing and asphalt shingles. Here the roof elevation would remain pretty much identical to what it currently is. But this would not come close to meeting the energy expectations that are so important for us to consider. I hope you consider one of these alternates satisfactory and look forward to your feedback and decision! Thank you so much. Respectfully, Andrea Simitch LIST OF ATTACHED DRAWINGS: 2500 Hobart Road_SIM.ITCH_ follow up material to 1/25/25 HLC m+ t' EX:ISTI.NC_Secti:on Detail_sketch.pdf 1.a PHOTO of Interior of Existing Roof,Structure.pdf, 2. ALT A. Section Detail of Proposed"Roof w/ 4 1,/2 SIP sketch.j 2.a SIP PANEL.pdf 3:.ALT. B_Sectibn Detail of Proposed Roof w/ 2" Rigid Insulation 4, ALT B_Specification for Above Deck Rigid Foam Insulation_E) S..ALT B._Section Detail for Above Deck,.Rigid Foam 'Insulation fi Andrea Simitch Professor&Stephen H.Weiss Presidential Fellow Cornell University Department of Architecture 607 216 5339 On Jan 29, 2024, at 9:09 AM, Fuentes, Kim <kim.fuentes@town.southold.ny.us>wrote: Hi, Please let me know you received this,and don't hesitate to contact me with any questions.. Thank you. 2 `.•: :: SURVEY OF s °; '.• v P/O LOT 122 & LOT 123 SUBDIVISION MAP OF /^ \? •oti FOUNDERS ESTATES FILE No. 834 FILED MAY 10, 1927 SITUATE SOUTHOLD / � -, ,a • `CV�•4 ._S- �' TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 'ry �' c+r,e�' f�.' +, • ° . �� S.C. TAX No. 1000-64-03-07 /,ry �* �y \ .• J� SCALE 1"=20' SEPTEMBER 25, 2023 AREA = 30,979 sq. ft. ��G•� 4 .aT° / / \1 (To wALL) 0.711 ac. i0�� / 4 / / \�� !•; CERTIFIED TO: 4g /' ANDREA LEE SWITCH VAL KEVIN WARKE d• \ ''••'.A FIDELITY NATIONAL TITLE INSURANCE COMPANY TITLE No. 7404-016904 JPMORGAN CHASE BANK, N.A. ISAOA ATIMA •tij0 \ / 1ryg NOTES: pr \ •::,'.� �' 0 -• 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:xu O yr�4a \ / p' ryry F. - FIRSTGARAGE FLOOR G. FLO YyOR TB - TOP OF BULKHEAD \�o• ••• / , BB - BOTTOM BF BUWIEAD •'Tj� Off` \ •' / "� . . TW - TOP OF WALL �� ry0• \ .• BW - BOTTOM OF WALL M o SJI 410, 6 Ir R� "36,s"-. \ a � IOATHIS HIHOR®r 13 AM N aH Nxx110N� !• L \\ (��y �SECnMAN 72=P M Or THE NEW Y STATE EDtM O ;p• T• ` THEcoplEs OF UR 9WS INKED WP NOf mww DgB IANDSSE SURYLYltM- OTE OR TOBaE A SFi1L RIND NOT E Od6®QdD n p 70 BE A VND TRUE COPE. CERTIFI•AD>.V?,•� y'V�, , GHE POISSMFFOR 11 ONLY M E Rlq Y T 6 PBEP=.MA ON Hs BDALF 7O Tff LIENOM r+mnnnN"USTED HOOK Nm FM- do. TO THE ASSIaaA OF TIE rNUr TR RSSTI- Q, TO THE AS=NE S OF NE NOT TRN M-ARE S.2S. T.�r •� THE DaSTENCE OF ROOM OF WAYS O S 0"�l �� AANNY. USES IWAARE NOF or GUARANTEED. ANTFID. ° RR �,�A E Nathan Taft Corwin III FOR I" '�` Land Surveyor *y.P•��.,PH T••T Cp9 i Soar To:Stcr h J.Ink m.Jr.L.S. JWpha •,9 LS TSB.Surreys-Sub 'fmm- Site Pk-- Cav*..tr..layout m% '► PHONE(631)727-2090 Fax(631)727-1727 'yIt�` •SOp 7 •O DfFM Lor4nD AT M��� ••�••'•'.'•Jai\\�� Ja-w-�t N.York 11947 dame-or1.N-Yak 11947 - �'lFF t mTiP 4\\� N.Y.S.Lio.No.50467 E-Md:NCor hMcId— ROOF NOTES In-kind shingle replacement: GAF TIMBERLINE HDZ Architectural Asphalt Shingle; Color: Weathered Wood CD a0 N O N +I FM NORTH ELEVATION 1 /4" = 1 '0 ROOF NOTES In-kind shingle replacement: GAF TIMBERLINE HDZ Architectural Asphalt Shingle; Color: Weathered Wood Tj coIT CV � O O Ln N :1E --- ---- --- - ❑ ❑ 00 00 0 SOUTH ELEVATION 1 /4" = 1 '0 ROOF NOTES In-kind shingle replacement: GAF TIMBERLINE HDZ Architectural Asphalt Shingle; Color: Weathered Wood o ao TIL i 1111 EEL== WEST ELEVATION 1 /4" = 1 '0 ROOF NOTES In-kind shingle replacement: GAF TIMBERLINE HDZ Architectural Asphalt Shingle; Color: Weathered Wood o - - - -- co (o i +I --- ---- --------- -- --- - - --- ------ -- ---- -- --- ---- -- --------- EAST ELEVATION 1 /4" = 1 '0 ' - ��A�_ . .�. �'} ��T�••a f r-. 1•� i'P 4, Cf• �; �y'�.rt< 'y•�``� �� iG• ,o-. �!�' �. 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Wil(dr iMiall��t+�f+We�11 t1i�M�l � ` t *01mw 4uA Jr „BMW •.per! .- .., SOUTHOLD TOWN BOARD PUBLIC HEARING November 22, 2016 4:32 PM ``-- Present: Supervisor Scott Russell D Justice Louisa Evans �j Ob Councilman William Ruland Councilwoman Jill Doherty Councilman James Dinizio,Jr. Councilman Bob Ghosio, Jr. Town Clerk Elizabeth Neville Town Attorney Bill Duffy This hearing was opened at 4:53 PM COUNCILMAN GHOSIO: NOTICE IS HEREBY GIVEN,'pursuant to the provisions of Chapter 170(Landmark Preservation) of the Town Code,the Town Board of the Town of Southold hereby sets Tuesday, November 22,2016 at 4:32 P.M., Southold Town Hall, 53095 Main Road, Southold,New York as the time and place for a public hearing to consider the designation of the Second Parsonage house on the town's register of Historic Landmarks;the house is located at 2500 Hobart.Road, Southold,New York . The property owner, Julia P. Davis,has requested and the Historic Preservation Commission has recommended the property for inclusion on the town's register. The file is available for review during regular business hours by contacting Damon Rallis at the Southold Town.Building Department. If you have any questions,please do not hesitate to contact Damon Rallis at the Southold Town Building Department(631)765-1802 or Damon.Rallis@town.southold.ny.us. I do have an affidavit that this was noticed on the Town Clerk's bulletin board and in the Suffolk Times. I have a resolution from the Historic Preservation Commission recommending that the property located at 2500 Hobart Road, the Second Parsonage house be added to the register of the Town's Historic Landmarks. SUPERVISOR RUSSELL: Would anyone like to address the Town Board on this particular public hearing? Jamie? JAMIE GARRETSON: Jamie Garretson, Chairman of the Southold Historic Preservation Commission. The Second Parsonage house has a lot of history. Even with the additions, it contributes significantly to the historic viewshed of Southold, so I think it was built in 1674, the first part. There have been many additions but all the additions have kept in keeping with the house. It's a real special thing and I think this is the third feather in our hat, a very exciting day that we have done three houses or three properties,two houses and one lighthouse. So thank you. Second Parsonage Historic Designation Hearing November 22, 2016 page 2 SUPERVISOR RUSSELL: Thank you. Would anyone else like to address the Board on this? JIM GRATHWOHL: Jim Grathwohl, I am a member of the Landmarks Preservation Commission, former chairman, former chairman of the Board of the House on the Village Green and a founder of the Cutchogue-New Suffolk Historical Council, so my roots go deep into local history. But those of you who know me have heard me say many times, historic preservation is good business. It draws people here as I mentioned this morning. People come out here, yes I have to admit know for probably the wineries but they have come for years to see our magnificent architecture, spanning 300 years or more. So I commend you for supporting us and I trust we will continue to bring people here, it's good business and as I pointed out also this morning because I'm sure many people don't realize that that plaque on the wall behind you is an exact and perfect example of our relationship to our mother town, Southwold, they dropped the w when they came over here, Suffolk couniy England. And I have visited there many times and many of their people have visited here, we've had receptions right here in this room for Mayors of Southwold, and I hope we will continue that because those people value our relationship as much as we value the relationship with them. So I thank you as members of our governing body for supporting the work and this morning, we had a very good discussion. Some of your idea's we've already talked about implementing fairly soon. So I thank you all and hope you'll continue supporting landmarks preservation. Thank you. SUPERVISOR RUSSELL: Thank you, Jim. Would anyone else like to address the Town Board? Yes? ANN SURCHIN: My name is Ann Surchin, I am the vice chair of the Historic Preservation Commission and I want to thank the Board. This was a very good day for Southold, as we haven't added anything to landmark in a number of years. So I think we are all pretty happy about it and I think of the words of the late Tom Twomey, who was an attorney who passed away about a year or so ago in East Hampton and he was a great advocate for historic preservation and he used to say, when we lose these buildings as a community, we lose our soul. So today was the complete opposite and I think that's something that we should remember and think about. As time goes by, and we have the opportunities in front of us to landmark buildings and also to encourage people to do so and I really can't thank you enough, that's all I wanted to say. Thank you. SUPERVISOR RUSSELL: Thank you. Anybody else like to address the Town Board? (No response) This hearing was closed at 4:58 PM EliziWth A.Neville Southold Town Clerk Southold Town Board- Letter Board Meeting of November 22,2016 o�'W`°``�; RESOLUTION 2016-1048 Item#5.37 ADOPTED DOC ID: 12461 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2016-1048 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON , NOVEMBER 22,2016: RESOLVED that the Town Board of the Town of Southold hereby designates the Second Parsonage house as historic and is to be added to the town's register of Historic Landmarks;the house is owned by Julia P.Davis and is located at SCTM 1000-64.-3-7,2500 Hobart Road, Southold,New York, all in accordance with Chapter 170 of the Southold Town Code,the recommendation for designation by the Southold Town Historic Preservation Commission, and acceptance of designation by property owners. Elizabeth A.Neville Southold Town Clerk RESULT: ADOPTED [UNANIMOUS] MOVER: Louisa P. Evans, Justice SECONDER:Robert Ghosio, Councilman AYES: Dinizio Jr,Ruland,Doherty, Ghosio, Evans,Russell Generated November 28, 2016 Page 47 i #13041 STATE OF NEW YORK) ) SS: COUNTY OF SUFFOLK) Karen Kine of Mattituck, in said county, being duly sworn, says that she is Principal Clerk of THE SUFFOLK TIMES;a weekly newspaper, published at Mattituck, in the Town_of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 week(s), successfully commencing on the loth day of November, 2016. Principal Clerk Sworn to before me this /J day of 2016. ell LEGAL NOTICE F NOTICE OF PUBLIC HEARING 'y NOTICE IS HEREBY _GIVEN, pursuant to the provisions of Chapter TINA VOLINSKI 170-(Landmark Preservation).of the ; NOTARY PUBLIC-STATE OF NEW VORK :•Town Code, the Town Board of the t No. 01 V06105050 Town of Southold hereby sets Tues- Qualified In Suffolk County 1_l�av•November 22:2016,at 4:32 P.M. ; My COIOf01tlAlOn Expires February 2t1,2020 Southold. Town Hall, 53095• Main Road,Southold,New York as the_time and place for a public hearing to con- ; eider the designation'of the Second Parsonage house on the town's register i of Historic Landmarks: the house is located at 2500 Hobart Road,South- old,New York: The property owner, Julia P.Davis, has requested and.the Historic Preservation Commission has recommended the property for mclu- sion on the town's register. The file is available for review during regular I business hours by.contacting Damon ' Rallis at the Southold Town Building Department. If you have any ques- (ions,please do not hesitate to contact Damon.Ralhs at the Southold Town Building Department (631) 765-1802 i or Damon Rallis@town.southold.ny.us. Dated: November 1,2016 ! BY ORDER OF THE TOWN BOARD • OF THE TOWN OF Sob THOLD ` Elizabeth-Neville I Town Clerk 1_13041-1T 11/10 J STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) LYNDA M RUDDER,Deputy Town Clerk of the Town of Southold,New York being duly sworn, says that on the 71h day of November ,2016, a notice of which the annexed printed"notice is a true copy was affixed, in a proper and substantial manner, in a most public place in the Town of Southold, Suffolk County,New York,to wit: Town Clerk's Bulletin Board, 53095 Main Road, Southold,New York. PH 11/22/16 4: 34 pm—Second Parsonage House '� Lynda M Rudder Southold Deputy Town Clerk Sworn before me this 7ch day of November , 2016. Notary Public SABRINA M BORN Notary Public,State of NewYodc No.01 BO6317038 Qualified in Suffolk County Commission Expires Dec.22,2018 w ECE � W� 0 L OON O LD COMMISSION IU44%flt 311€31 It ' lll�,lflltl( PHIvChCAIlnti ' �r tl. IltfILC>,\}:\\'S?lttiw 1�71we ctl 1rIa;,�_�itl::, LK „ +*K Il�0l1€taw+a __.rrUir'A- r ' t wm:rv"l NY 1199A,4 New Y art,bemg du'.) t: IxrratrY '�{?v,iKritirj}S).•t�Ts:ir�rra�mxtrithesuk�a7p:+:gxst. CHI lhc of t 3tia,atl Yn,ter c,n wuk:jxs +, �:ak+.°x: ?5 t}]Swwt t Roaa SouttwA NY t1971 The lt*W sw be proldmrnll)Jvi 01 prclnks v I,Witte each Public or pcivatc useM Mhi h tlr par acy ira+'alixd in the Iioli,., av W.iticn UMt+,pivin$w4kv a€71u aml%zAtion at pr%ir;ic t,the mv=at'the artipt n,tl .)we d t}w rt,sal the bete and phut u(tfx public h=dmv d.rnm. The Sim oul IV wI 1 U fed from&prtvcTl1 lime.'be sign shall b e aiWlx)td for a prrit4^..�j, �'te-, .a cm!r•a immrdialely p oudim8 the doe oftote public tscrrjrrg of _T'ltftr:.;a,r� h .ire '° cad 5aataue) SA;Mv 3k4 bVt'4**rrA tbia Ds of_ Z G'1)zi is5 4K-Hdr9 Pub k) }5' 77 se February 9, 2024 To Whom It May Concern: As owner of the property located at 2500 Hobart Road, Southold NY 11971, 1 have submitted an application to the Southold Historic Preservation Commission for the following work: Replace the existing roof in kind -The existing asphalt roof shingles will be removed and replaced with new asphalt shingles GAF TIMBERLINE HDZ Architectural Asphalt Shingle; Color: Weathered Wood. -Work should take no more than a few days and will commence shortly after the approvals' have been issued For additional information I can be contacted at the following: Mail: Andrea Simitch, 2500 Hobart Road, Southold NY 11971 Email: als34CD-cornell.edu Cell: 607 216 5339 The HPC Public Hearing will be held on Thursday, February 22, 2024. Written comments to the HPC can be submitted via email (kimf southoldtownny.gov) or via USPS (Town of Southold, HPC, attn: Kim E. Fuentes, P.O. Box 1179, Southold NY 11971) You may also call Kim E. Fuentes 631-765-1809. Pending applications can be viewed in the Town's Laserfiche files here: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0 Thank you so much! • FEB 15 i TOWN OF HISTORIC PRESSr Andrea L. Simitch OWNERS: Andrea L. Simitch RevoC. Trt. (w/Andrea L. Simitch and Val Warke as Co- Trustees) Val K. Warke RevoC. Trt. (w/Andrea L. Simitch and Val Warke as Co-Trustees) ADDRESS: 2500 Hobart Road Southold NY 11971 SUBJECT LOT: 1000-64-3-7 Suffolk County Tax Map Nos., Owners and Addresses of Subject Lot's abutting and across-the- street-from parcels: OWNER: Neville J C Revoc. Tit. ADDRESS: 2380 Hobart Road Southold NY 11971 LOT: 1000-64-3-6 OWNER: Goldsmith Family Irrv. Trt. ADDRESS: 2420 Hobart Road Southold NY 11971 LOT: 1000-64-3-8 OWNER: Anthony Moralishvili ADDRESS: 505 8th Ave Suite 2202 New York NY 10018 LOT: 1000-64-4-10 OWNER: Marilyn J. Marschean ADDRESS: 2435 Hobart Road Southold NY 11971 LOT: 1000-64-4-11 OWNER: Thomas Cuneen ADDRESS: 2515Hobart Road Southold NY 11971 LOT 1000-64-4-12.1 2�hg 15 7.07-4 TOWN OF SOUTNOLD HISTORIC Ps meRVAYtoN COMMISSION .n m m A, ru U R" *wy Ln Certified Mail Fee LrI Certified Mail Fee ru rLi $ 'it 3 A9, C:10 Extra Services!&,Fees(chock box,add 1:E3 Extra Services&Fees(cheqkbox,add fee qslqpf��Jate) ❑ -T�ffple"I ') Return Receipt Oardcopy) Return Receipt(h;rq(wy) rl Return Rec elpt(electronle)L --T",—AI A r MRsturn'Recel (electronic) $ • r-3 Pt -T,C: PqatmarR rl 1-11"! 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COUNTY OF SUFFOLK STATE OF NEW YORK I,(X)Owner,( )Agent residing at 286 Midline Road Freeville NY 13.068 New York, being duly sworn,deposes and says that: On the 9 day of February ,2024,I personally mailed at the United• States Post Office in Dryden ,New York,by CERTIFIED MAIL, RETURN,RECEIPT REQUESTED,a true copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown on the current assessment roll Verified-from the official records on file with the Southold Town Assessors for every property which abuts and is across a public or private street,or vehicular right-of-way of record,surrounding the applicant's property. . i tk (Signature) Sw rn to b fore me'this CASIE N LOISELL- y Of ,2OZ� FNARY PiJx1.IC STATE OF NEW PORK 1111Registration No.OIL06378200 L d Qualified in Tompkins Ceudtr (No blic) yission Expires •)-Z 3 Z PLEASE list on the back of this Affidavit or on a sheet of paper,the tot numbers next to the owner names and addresses for which notices were mailed. All original USPS receipts and mailing confirmations to be submitted to the HPC Office along with this form completed, signed and notarized. ��� •-... u p �gE o„T}v�n wvniT lM MAr IS PROHIBITED c�, '. LE FEET TIIII� M Pms al�u. _P 63.02 n 12.1 A(c) YrE.ur ----- _,Cj1nTEn donREAL PROPERTY TAX SEMRNCIE AGENCYE a ,N pSTRiCT NO _ m P 1000 _. �OP \ ' .- .....,.... ,..,,,,,i+.. 07-09-03 y 05-04-04 07-08-04 N33110-19-04 - , eta �� aFa �+ yO'9p �a fl� \\\ '. /�' / / / , N. �' `9 ♦ g 02-03-12 / a b .c0G / s S to 0 30.2 00 1.7A(C)14.3 g d b 29.3 0 / G1. 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E COUNTY OF SUFFOLK © NOTICE K , 00° OGTRICT NO 1000 E Soloa s __ _ _ ANeuLANa wwo e�,w O w^^•o,•• —�— o..a w.. tz.,Na)«t2u E _. jaee G FEE 7A HVORANT rnA,rl.,y ,xtHa a Real Property Tax Service Agency NVJNfE4NNCE.PLT6tAnoN.SALEOR y , E LAM i wAtER ——.,— W E pSTRISUTION OF NNY PORTION DF THE 'Ns TOWN OF �U.� nS o.eon..a a N„ SOUTHOLD OL�I N Rva 70 — —.— _ REFUSE _ _R— _ �. 300 Center L1iue,IBsrrhmf,iV1'll9q/ SUFFOLK COUNTY TAX WP IS PROHOTED A tSe�a p SEWER — _S_ — w+STEWATEp_ --nw— _ °"""• --- Nm,eNgw (21) sd.eo-„«.o• s�• �� ,N N o ,N atS Wf1HOLIT WRITTEN PeA6SION OF THE p -. �. ----- F-t S REAL PROPERTY TAX SERVILE AO43CY taro 3 VILLAGE OF wrE,w m.mw