Loading...
HomeMy WebLinkAboutWatts - 100 Harbor River Rd SO!/l�o Telephone (631)765-1802- Town Hall,53095 Route 25 Fax (631)765-9502 P.O.Box 1179 cia y� Southold,New York 11971-0959 �Courm,��' - SOUTHOLD.TOWN LANDMARK PRESERVATION COMMISSION CERTIFICATE OF COMPLETION March 6, 2009 John&Martha Watts 100 Harbor River Road Orient, NY 11957 This letter is to certify that you have completed your-project to the satisfaction of the Southold Town Landmarks Preservation Commission in accordance with.your Certificate of Appropriateness, issued on December 3, 2007. Should you have any questions, feel free to contact me at the number above. cerely, Damon Peter Rallis Southold Town Landmarks Preservation Commission CC: file, building department, applicant S A M U E L S & S T E E L M A N September 3, 2008 Landmarks Preservation Commission c/o Mr. Damon Rallis Town of Southold Building Department Southold, NY 11971 Re: Certificate of Appropriateness Watts Residence 100 Harbor River Road Orient, New York 11957 Dear Commission Members, As per the Certificate of Appropriateness dated December 3, 2007 issued for the above property, we are following up with your request to provide additional information regarding the solar slate roofing and the deck railing lines. The solar roof shingles were determine to be too new a technology for the Owner to install at this time. Many new solar roofing products are being developed and the Owner felt that he would rather wait until the technology and the appearance is improved upon. In lieu of the solar shingles, an asphalt shingle roof to match the existing house was installed. The original drawings submitted indicated an asphalt shingle roof and the solar roofing was an alternate only. Attached is a sample of the stainless steel cable with the white vinyl covering for the deck railing. This is an alternative, suggested by the Board, in lieu of the exposed stainless steel cable. We are amenable to either the white or the stainless and look forward to hearing of your decision soon. Sincerely, Samue & Steel a Architects Nan Iman, R.A. ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NEW YORK 11935 (631)734-6405 FAX(631)734-6407 Telephone (631)765-1$00 1Owtt 11,33095 Route 2.5 Pax (631)765-6145 8 1 P.0,Box 1179 $outhold,Now York 11971059 SOU THOLD TOWN LANDMARK]PRESERVATION COMMSSION icor y u l ,eaft ormamadmaam Date: Decemb&3, 2667 RE: 100 Harbor River Read, Orient, NX 11967;*SCTM#1000-24-2-0 Owners: John and Martha Watts RESOLUTION: WHEREAS, '100 Harbor River(toad, Orient, NY is on the Town of Southold, Now York State and National Registers of Historic Flaws, and WHEREAS, as set forth in Secthn 66-•7 (b) of the'Town Law(Landmarks Preservation e) of the Town of Southold, all proposals for material changelalteration,must be reviewed and granted a Certificate of Appropriateness by the Soufhoid Town Landmarks Preservation Commission prior to the fssuenco of a Building Permit, Intl WHEREAS, an applicabon has leen a0mitted on October 22, 2067-to -build an ecoessory outbuilding as shown on plans and related materials dated October 1, 2007, and WHEREAS Commissioners made a visit to#*age to inspect the proposed project, and WHEREAS, a public hedring for the purpose of considering approval of the proposal was held on November 27, and WHEREAS, It appears that the project requires.no further review, and WHEREAS, the Cor�rnission has made the following findings of fact con;eming the property and'�Me proposal: 12-05-F0@7 14;50 SOUTHOLD EAJI1.QING DEPT 16-317F,,"502? PAGE1 ti39ud 20S6S9LT29ti 1d3G JNI01Ins G-1OHinos 22:60 2.002-2Z-2ti 2 • The new accessory outbuilding at 100 Harlmr Road will be a contributing element of the m9lsterod landmark property- The purpose of the proposal is to provide a garage and , storage spade ibr boats and miscellaneous items. • The prgxmW building'is 1e' X 28'with aha 90'dock. The hdight of the building lois 18'to the ridge with a cupola. e The proposal is c6r'npatible with the existing building and the immeadiOde neighborhood and will not have a substantial advem a effect on the aesthetic, historical or architectural significance once of the I19W lalnda' eft NOWTHEREFORE RE IT RESOLVED,that the SouthoW Town taa:yndmarke Preservation Cottir9'riWon determines that the proposal as � presented at the public hearing meets criteria for approval under Section W7 (b),of the Town Code, with the understanding that the applicants and/or their architect will, � arrange fot aha demonstra don/dWplaey of the"'sun slate solar Warne roof and the porch railing lines with a white covering. BE IT FURTHER RESOLVED, that the Commission approves the roquest for C Certs ca*of Appropriatern . Signed: ate: December 3, 2007 ' a s . � f halrma nn. Landmarks Presermaon Commission pp i��Y�,, �vW� �^-��rJ J1�11J iVLV �vTi�r"i" v�1�Y iuIJ-L I✓✓��C PAGE2 239dd 20S6S9,029Z ld2a ONIa-une MOHinos 22:60 2002-2ti-2ti FORM NO. 3 NOTICE OF DISAPPROVAL DATE: October 22, 2007 TO: Samuels& Steelman(Watts) 25235 Main Road Cutchogue,NY 11935 Please take notice that your application dated February 15, 2007 For permit to construction of an accessory building at Location of property: 100 Harbor Road, Southold,NY County Tax Map No. 1000 - Section 24 Block 2 Lot 8 Is returned herewith and disapproved on the following grounds: The posed construction, on this nonconforming 32,670 square foot parcel in the R-40 District, is not permitted without review and approval by the Southold Town Landmarks Preservation Commission, because the property is listed on either the Southold Town,New York State and/or the National Registers of Historic Places and requires review by the Southold Town Landmarks Preservation Commission. If the requirements of the town code, pertaining to Landmarks (Local Law No. 22) are met, a Certificate of Appropriateness (C of A) will be issued. The C of A is required before a Building Permit will be approved. Information about the requirements for applying for a C of A is available at the information counter in the Building Department. uthori d Si na re CC: file, Z.B.A. i Note to Applicant: Any ch nge or deviation to the above referenced application, may require further review by the South wn ilding-Department. Telephone (631)765-1800 'F►� � Town HA,33095 Moate 25 Fax (631)765-6145 PD.Box 1179 Southold,New York 11971-0959 SOUTHOLD TOWN LANDMARK PRESERVATION COMMISSION b rtiint+t' c��f A .pr�pint,�nws . �„„, , Date: December 3, 2007 RE: 100 Harbor River Road, Orient, NY 11957;•SCTM#1000-24-2-8 Owners: John and Martha Watts RESOLUTION: WHEREAS, 100 Harbor River goad, orient, NY is on the Town of Southold, New York State and National Registers of Historic Places, and WHEREAS, as set forth In Section 66-7 (b) of the Town Law(Landmarks Preservation Code) of the Town of Southold, all proposals for material changefalteration must be reviewed and granted a Certificate of Appropriateness by the•Southold Town, Landmarks Preservation Commission prior to the issuance of a Building Permit, and WHEREAS, an application has been submitted on October 22, 2007 to build an accessory,outbuilding as shown on plans and related materials dated October 1, 2007, and WHEREAS Commissioners made a visit to the site to inspect the proposed project, and WHEREAS, a public hearing for the purpose of considering approval of the proposal was held on November 27, and WHEREAS, it appears that the project requires no further review,,and WHEREAS, the Commission has made the following findfngs of fact concerning.the property and the proposal: 12-05-2007 14:50 SOUTHOLD BUILDING DEPT 16317659502 PgGE1 2 • The new accessory outbuilding at 140 Harbor Road will be a contributing element of the registered landmark property, + The purpose of the proposal is to provide a garage and storage spade for boats and miscellaneous items. • The proposed building is 18'X 26 with a 10' deck. The height of the building is 19' to the ridge with a cupola. • The proposal is compatible with the existing building .and the immediate neighborhood and will not have a substantial adverse of W on the aesthetic, historical or architectural significance of the listed landmark. NOW THEREFORE BE IT RESOLVED, that the Southold Town Landmarks Preservation Commission determines that the proposal as presented at the public hearing meets criteria for approval under Section X6-7 (a) of the Town Code, with the understanding that the applicants and/or their architect will arrange for a demonstration/display.of the"sun slate" solar slate roof and the porch railing lines with a white covering. BE IT FURTHER RESOLVED, that the Commission approves the request for a Certificate of Appropriateness. Signed: ate: December 3, 2007 a hairman, Landmarks Preservation Commission 1;J_ _',7filfil7 1 d•CZM Cn i ITun] Il QI ITI MThlf_ IICPT 1 G?.4 7Gr.OrMD D0f:`= 1E 05 LCJCJ I 1Z•50JVV 11 IVLV UV 1LV 111\:/ VLI 1 LLJJ1 I UJ CJL I "%A-L LANDMARK PRESERVATION COMMISSION TOWN OF SOUTHOLD LANDMARK PRESERVATION COMMISSION: TOWN OF SOUTHOLD In the Matter of the Application of r COUNTY OF SUFFOLK) STATE OF NEW YORK) AFFIDAVIT OF POSTING I, residing of 2022 CIC601D, �11 `J being duly sworn, depose and say: That on the f' day of PD) ,200q,I personally posted e property known as CD r-bo Y' C7 by placing the Landmark Preservation Commission official poster where it can easily be seen, and that I have checked to be sure the poster has remained in place for seven days prior to the date of the public hearing. Date of hearing noted thereon to be held Dated: Asigna - Sworn to before me this P?day ofAM00s7 Notary Public PATRICIA RICHAR®S Notary Public, State of New York No. 01 RI6042467 Qualified in Suffolk County Commission Expires May 30, � 1 ® i FROM M M & J H WATTS PHONE NO. : 718 875 4316 Oct. 23 2007 07:56AN P2 TOWN OF SOUTHOL D HBS'TORW PRIESrERVA'TiON APPLICATfON Meetings are an the third "Tuesday of the month at $:00 pm in Town Hall, ��� Main Road, Southold, NY. 06 All applications roust have a representative at viewed, the.;hearing id order toy re- Questlona? Call F'listvric Preservation CoipmI4i0n (631-).766,_j8()0. Date: Property Address- Owners blame: SeatiOris Of local laws authorizing review by,the His#ario'P'�;eservation Commis- cion of proposed work on designated town?140'.4 nark-prope les,at-e in Chapter 66 of the Southt�ld Town Code. Categories of Proposed Work Q repair ❑ Storm Windows &i)oors Q.AlterationAdditions & other {New A. ' (, 5 U tY i�u i l c3'i ng� © Painting now construction ❑ Roofing Please attach a detarlod description of the proposed,WO(KIO'ths-appl€cation. At the earliest stage of planning of the pro csk�d.w�rl�,' p I fhe�'aPplioant a'hould Contact the Chairman or Secretary of the Commissiar it�ord i fo e' stablish a.dialogue of the proposed work, I understand arta agree that no work on this"regyest shall-.c®mmence until written approyal Pias been given by the Suilding Inapedtor if's Building P'erMit is required. Owner's S' atu e. Zt��•�9 . �ri�id NbW�1��185'19f16'dtt5 ?�t"�i�.!'��'�" 6�1:�'� L��:1�/Z� �iT •. Note: Applicants should review Commission Standards before planning work to insure that the application conforms t0hese requirements. 1. APPLICANT Name: Nancy Steelman ( Sam1IP1 R k St Pal manArQ'hi PQ;4,,; Address: 25235 Main Rd. , Cutchoaue , NY 11935 Telephone/email/fax: (631 )734-6405 nancy samsteelmaa@northforU com Fax•631-734-6407 2. PROPERTY Owner's Name: John and Martha Watts Address: 2 Pierrepont Place Brooklyn, NY 11201 Telephone/e-mai l/fax: (718) 875-4316 Fax is same number Tax Map Number: 1000-24-02-08 Date Acquired by Current Owner: 2000 /- Status: Local Landmark ( ) In Local Landmark District ( ) On National Historic Register or in NHR Dist. Use: Current: Single family residence Proposed: _Accessory Structure 3. PROPOSED WORK Scope of Work: --Onnet_ructinn nF a r32W AG6'®m-FEi - ti�' i�b�re'tbl-iA Reason for Work: Garage/storage for boats and miscellaneous boat items Architect/Engineer: -Nancy S Pe 1 ma n Contractor: T.R.n_ Samuels & Steelman Architects Construction Schedule: Start Fall 2007- Finish Spring 2008 WATTS ACCESSORY BUILDING 100 HARBOR RIVER ROAD ORIENT, NY Description of Project: Construction of a new Accessory Building for the purposes of Boat and Car Storage. The proposed building is 16'x 26' long with a 10' deep deck. The height of the building is 19' to the ridge with a cupola. The propose building is in the Flood Plain, Zone AE, and requires a minimum 10' finish floor elevation above mean high water. The existing grade is at the 5' elevation. To allow for additional head room in the lower boat storage area, the first floor has been raise an additional foot. The structure is on a piling foundation due to high ground water and poor soil conditions. Between the pilings, are stud walls faced with plywood and lattice panels. This allows for enclosed storage areas and concealing of the piling foundation. The exterior materials are as follows: Siding: Cedar Shingles with 6" exposure with stain to match existing house Roof: Architectural Asphalt Shingle - color to match existing house Windows: Vinyl Clad Andersen Windows with simulated divide lites with Interior and exterior grills -white Doors: Wood entry door- white; Andersen" Frenchwood" sliding door- white; Custom wood out swinging Garage door and 4' h Boat Storage door Trim: Painted wood trim - white Lattice: White lattice panels Railing: Painted wood posts- white with horizontal cables at 4" O.C. APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the per+of town officers and eftloyee p ce of this form is to amvtde information which can alert the town of possible conflicts of interest and allow it to take whatever action is noccoW to avoid same. YOURNAME: Steelman, Nancy L. (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official reap Planning Other (If"Other",name the activity.) T.a n d m a r k c r n m m; cz S inn "C 0.f n" Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted t}i da o 2007 Signatur / Print Nam Form TS 1 LETTER OF AUTHORIZATION John & Martha Watts 2 Pierrepont Place Brooklyn, NY 11201 February 4, 2004 We hereby authorize Nancy Steelman of SAMUELS & STEELMAN ARCHITECTS to act as our agent in obtaining all permits required by-Town of Southold, Suffolk County and New York State for the construction of our residence at 100 Harbor River Road, Orient, New York. --John Watts Martha Watts .............................. ................. .......... ............................... ................. ........... .......................... I emu. gas RES ®R I ii III ALI III JUNSLA'EESIM solar electric roofing tile, high output 1 M per 100 sq feet Page 1 of 2 Atlantis Energy systems,Inc Ei Nome About Ua WHY SUNSLATESTM SUNSLATES• M SUNSLATES-FAQ With SUNSLATESTM solar electric roofing •� p Custom PV Glasing tiles,you get more than a roof over your head. � ��,' r A technologically advanced roofing solution contact us dramatically reduces electricity demand. k� Atlantis Energy's stringent standards and� Europeen Dealers '°� insistence on using superior building ES US Dealers ry materials,results in a product that will last for decades.Each SUNSL Straetiemps '," ' ;� r �� ATES1114 the begins as a an Eternit roofing slate.These slates a, News dominate the European roofing world.We M Feedback , then glue the low glare tempered glass power Em m kc t panel to the exposed surface.Because it is a t,, p meetk ,4 roofing product it is installed using onsite ` electrical or certified roofing subs. f. Installation is Easy $; s link to SU ISLATESTm installation guide µµ F��rriTsm-w ,�+ Ideal for both new construction or re-roofing, the complete SUNSLATESTM system is `.;' ^,• delivered to the job site.No special trades are Excellent Green Building link featuring , a necessary.Once trained,the roofer and .~ _ electrician can handle the installation SUNSLATESTM themselves: R+r ' • SUNSLATESTM are secured with stainless steel storm anchor hooks and anchored to 1x4 nailers resting on 2x2 sleepers.They are rated SUNSLATESTM PHOTO GALLERY to Dade County,Fl.standard. ASPEN POWER BARN • Each SUNSLATESTm tile comes with a COLONIAL proprietary gas-tight connector that wires each Cape Cod tile to the adjacent tile.With a simple twist of New Jersey SUNSLATES a special screwdriver-like tool(provided), BOULDER locks and secures the SUNSLATESTM tile CUSTOM within its circuit. LONG ISLAND RE-ROOF BERKELEY RE-ROOF At the end of each course a"homerun" ROOFER ART cable is run to a splice box on the underside o NATIONAL BUILDERS the roof deck On new construction,the low S-TILE INTEGRATION : voltage cable is rim through wall bays to the VERTICAL inverter.Usually on re–roof construction it is UL FLAME TEST '''' run through conduit on the exterior wall through an eave. • The typical size of an energy roof uses about 300 it.square of SUNSLATESTM.(17 x 17).This size dimension requires one inverter.(Note)Each 100 sq feet of SUNSLATESTM installed is 750 pounds of roofing.This compares to pounds per square for concrete tile and 300 pounds for composition shingles. • A single sub-roof penetration(through the plywood sheathing and felt paper,not the tiles)is required per roof plane of SUNSLATESTM installed. The wiring from the roof to the inverter— and from the inverter to the main house panel —can be handled by the on-site electrical contractor who is wiring the rest of the house using standard wiring techniques. • The inverter is installed within a cabinet th is built into an exterior or interior location in the house,preferably one that is close to the http://www.atiantispv.com/sunslates2.html 11/26/2007 aUNaLAlhS'm solar electric roofing tile,high output 1 kW per 100 sq feet Page 2 of 2 s main house panel. v 2 'l,smtrax I http://www.atlantispv.com/sunslates2.htmi 11/26/2007 sUNSLAI'I✓S'm NAQ amount regwred, power output, quality roofing material Page 1 o£3 Atlantis Energy Systems, Inc. nz�� ,- Frequently Asked Questions People who are interested in the SUNSLATESTM roofing system often have questions about what the system is all about.This page will answer some of these questions. a Q.Do I need-to cover my entire roof with SUNSLATESTM? @� Home A.It is not necessary to cover your entire roof with SUNSLATESTM.For a W About Us "standard"system of 216 SUNSLATESTM you will use about 300 square feet of space on your roof.The number of SUNSLATESTM that you will want to sUNSLATET use depends on several factors that you can discuss with one of our M SUNSLATES•FAQ employees. p Custom PV Glazing Q.Does my roof need to be oriented in a certain direction? R Contact Us Ea A.As you may know,the best orientation for a SUNSLATESTM roof is due European Dealers south.However a southwest or southeast roof will have a negligible reduction Rt Us Dealers in power production(2-40/6)and a due east or due west roof will see from 10 M streetlamps to 15%less power compared with a due south roof. Roof pitch is also a factor in power production,but it is not crucial.The difference m production M "ac's between an ideally sloped roof and a regular 4/12 or 5/12 roof is usually no Feedback more than 5%. Employment Q.How does the system shed water? �''< '' ";. •°° '� A.The SUNSLATESTM use an overlapping system,much like a shake roof where there are two layers at any point on the roof.This is the way the system ? sheds water.SUNSLATESTM need at least a 4/12(18 degree)roof pitch in ` n order to shed water properly.SUNSLATESTM are based on a Swiss company known as Eternit They produce the fiber cement slate that Sunslates are based on.The Swiss Eternit system is well known in Europe and has been used for around 60 year;with great success.In Europe,this type of roofing is f, I popular.Below is an image showing a detail of an installation.You can see that the overly goes u beyond the slate above it, 7-•' k P P gguarding against wind driven rain. Q.What kind of ratings do have?Do they work in all climates? A.The roofing system is UL Class A fire rated and rated to THE Dade County Florida standard.SUNSLATESTM systems have been mstalled successfully in nearly all environmental extremes. We have an installation at about 8000 feet in Truckee,California receiving an average of 217 inches of snow per year.The SUNSLATESTM actually cause the snow to slide off due to the tempered glass surface.We have an installation near the ocean with no ill effects to the SUNSLATES TMdue to salt spray,although inverters must be chosen and located carefully.We have over 100 installations in the .W Sacramento area where temperatures routinely exceed 100 degrees in the summer. ' ',.... Q.Do you have to use the SUNSLATESTM and Swiss Eternit system for the entire roof? z' A.Although the SUNSLATESTM mounting system is fairly unique,it is fully compatible with any other roof,be it tile,shake,metal or composite.You do .fi not have to finish the entire roof with the Swiss Eternit slates.All other areas of the roof can remain the same in an add-on,or you can choose your style of roof in new construction or a re-roof.We believe that gray concrete roof tiles provide the most aesthetically pleasing option for the rest of the roof,but the choice is yours. Q.How are the SUNSLATESTM mounted on the roof? hq://www.atlatitispv.com/SLTNSLATESFAQ.html 11/26/2007 SUNSLATESTM FAQ amount required, power output, quality roofing material Page 2 of 3 A.A SUNSLATESTM roof starts with standard 30#tar paper felt as used on any other roof.SUNSLATESTM are then mounted on the roof deck using a series of vertical 2 X 2 boards over the rafters(usually 2'on center),and a series of horizontal 1 X 4 boards nailed to the 2 X 2 boards at about 12" spacing.Hooks are then nailed to the 1 X 4 boards and the slates actually hang on these.This spacing off the roof creates a plenum,which allows anflow underneath the slates,which cools the slates and helps increase a-,- _:f•r".:3,',s performance. Q.Who installs SUNSLATESTM? A.Atlantis Energy Systems Inc.does not install your roof.SUNSLATESTM are installed by roofers who have been trained by our staff.In many areas of the US,we have trained roofers available already.The roof is installed based on the design produced in our office.This design will compensate for any areas that are possibly shaded by a chimney or other protrusion.It will also take into account any pipes or skylights in the roof area.The areas around the edges where SUNSLATESTM cannot be used are filled in with standard +` Eternit tiles. t. rc: Q.How are electrical connections done with SUNSLATESTM? A.SUNSLATESTM are grouped in"strings"of 24.Each string has a"home run"cable that runs down into the attic to a junction box.On most roofs, these cables go through a single roof penetration at the top center of the roof area.When the roofers have finished their part,all of the cables will be waiting in the attic for the electrician.The electrician then goes into the attic and splices the cables to the cable runs to the inverter.The inverter is generally mounted in the garage or on an exterior wall near the meter. Q.How does the power I generate go to my home and the grid? A.When everything is installed,your system will generate power and feed it directly to your home.If your system is generating more power than you are using in the home,your meter will turn backwards and you will feed into the grid.When you are not home during the day,you will usually be spinning the meter backwards.When you get home,you will usually be using more power than the system is producing and spinning the meter forward.In this way, power you produce offsets power you use regardless of you being at home or not.Should you produce more power than you use in a month,you will receive a credit to your account.In some homes,your credit will build over the summer and then you will use the credit up in the winter months where power production will be lower. Q.I want to eliminate my power bill,is this the best approach? A.Generally,you will not want your system to produce all of the power used in your home.To be the most economical,you want a system that will offset the higher tiers of your power bill.If you are unfamiliar with power tiers they are a system where you pay more money as you use more and more power. Your power bill will show this,usually you get a certain number of kilowatt hours at a low rate and then beyond this you pay a higher rate.Your SUNSLATESTM system will allow you to produce the power that would normally come from the higher cost tier. An important stategy is to make sure that you have a well insulated home with efficient electrical appliances.The more efficient you home the less energy is required. Q.How much should I budget for a SUNSLATESTM system. A.Keep in mind that you are replacing a section of roofing with SUNSLATESTM.That said,your roofing and electrical contractors will on average be charging$13,000 per 100 square feet(there is just over lkW per 100 square feet)or$13.00 per watt.The price may be less or more depending on roof slope,which can speed or slow the job.All pricing is an average and is before any state or federal rebates have been calculated. http://www.atlantispv.com/SUNSLATESFAQ.html 11/26/2007 Estimated Energy Production for Watts Boathouse: kWhrs/yr = 4,446 (-450 SF on West Roofl $/yr = $967 (avg $0.2175/kWh) PV% (est.) = 35% (assumes $2,800 Annual LIPA Bill) This system will eliminate 61 tons of CO2 emissions over the 30 year life of the system and have a monthly cost of$165 in the first year, when financed @ 4.5%for 15 years. s=.e • A 6,000 watt system in Port Washington '��5�vt�+ „_ ,/" • A 7,000 watt Sunslate system in North Haven ki adi ■� 1 . son - man _- J ■ :�: • A 6,150 watt system of Uni-Solar laminate on a house in 3 Mile Harbor h.'v��,�w_�,.'r�..^i+.��F�'•e� �� Mfr^-' .^...n"^a.�'•...ee+rn'f__ rw �,y�y..�I+YM""_,�w..M# r � � �n .— M✓-'nrw�..,.u�Y���.iFw�M" rY. �dRS�M" .n' tRW"` .y41 .w. .'IMY ..9MW� ��� C�� 11 sr- ' J ' � • • • • • • • • • : 11 • • •1- • • • • • '. a' i `��� � ;�� NMI ♦�* �/.�. � ��aN' a1a\ �1 �` �S�j.�}�w,fit�� � ► ` ` yp, 4+r�� `R + ''�: � FiK � +� \; i r {� r 4�, l� �'�til �+, *` y$! `$ ' '� 'r'°r ,�„�. ti'-� �, ��'• `+ �d►�:a�. ���`�' ',4��►,. 4�v 44F .tpy �% Ir ..~- !�� .�.�.w,. �'f •'.`:.��..�_. rte.. x, +4 ! �Nig, • r�. figif•'i'yt�a ks �� tmry`gr i tai 1.y,�/yY1t �T * � ig ,k r lilj +�1 ,•a ' *:t�� s d0 at!?,* E�7i •. �� ar .� •��i ,''P � � �` ai '" Ay,��y{ T ,� ���,� ,t��,71 � � "SC 6,'ir�''�•�'� _-i'.'��'��sk ..►r. .rlf' Ps,Y`}1A x wi ° ,r !'�M.. d • jf >7 ''t °' ! Si , ys � }�.P�'t �s 7 � /,;� i44•"'� ,�Y i77 � ow- .......... a9" - ii° �M �S t � Y�'4t �,4, "A #,.,,1. .�i1 � ,•s � • /y � f R, �f 4',A�.���t���'�`'� iK,,} �r,�.�y,� '#•'yy � ,;� {r:��}ipxg ;y;y ���� :. ,"�� ,y �� k� , � ' � ,Fr'�.;Y�, .6�1,J " " �:,yA. �`'�E �����r� s.r � i' t�4i•�r : "*�`'A�S�.�#'aly��$4��'•YR�?e; � ' ,� �'�, ,�* jjjs����•+- f1t•;`�'t,�Yt iY�� ���l,fit+ � '��} �,` �'C�,,/�, } .. ^" 7. b ; • - +T-�-�•-=-'--^,^rte',• � ' � - , ^� zSu , d - - �♦ r - A4 xY� .�.•� �,y.,:^d:�4 ja.q �1♦ �+ �v�� g ��j6 ��j� ��A •N: Tx y x r- f L / v, t . g •/ .;��< � III I I III i F T .. .a I ws �' i a N/O/r OYSTER PONDS HISTORICAL SOCIETY (OPEN FIELD) VACANT %TO.O~' s ~B'oo" &5 5 ZONE AE (a.~o) ZONE VE (~--) N 29'56'21" W ORIN, NT SITE PLAN SCALE: 1" = 20' - 0"' 134.27' HARHOR NIO/F OYSTER PONDS HISTORICAL SOCIETY (OPEN FIELD) VACANT N/O/F EDGAR J. SMITH JR. & SUZANNE K. SMITH SITE DATA SCTM # 1000-24-02-08 PROPERTY: ADRESS OWNER: 100 HARBOR RIVER ROAD ORIENT, NY. 11957 JOHN AND MARTHA WA'rFS 2 PIERREPONT PLACE BROOKLYN, NY. 11201 SITE AREA: 32,564.18 SQ. FT. = 0.748 ACRES LOT COVERAGE: EXISTING: 3572 SF OR 10.9% PROPOSED: 4274 SF OR 13.6% ZONING: FLOOD: ZONE SURVEYOR: R..40 "AE"(EL10) S '~/E"(EL.t 1 } JOSEPH A. INGEGNO P.O. BOX 1931 RIVERHEAD, NY. 11901 LOCATION MAP TEST HOLE DATA ('7~EST HOLE DUG BY ~ ON SEPTEMBER 9, 2002) UNDERW~rTERS CERTIFICA'T~ REOUIRED APPROVED AS NOTED DATE:~ B.P.# '~'~"-(~)'~ FEE:~ BY~ NOTIFY BUILD NG DEPARTMENT AT 765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1, FOUNDATION - TWO REQULRED FOR POURED CONCRETB 2. ROUGH - FRAMING & PLUMBING 3 INSULATION #. FINAL - CONSTRUCTION MUST BB COMPLBTE FOR C O, ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATB. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY FLooDZONE COMPLY WITH CHAPTE'~ ~46" FLOOD DAMAGE PREVENTIC~J $OUTHOLD TOWN CODE. ALL COHSTq/F~TIOH SHALL MEET THE REQUIREMENTo OF THE CODES OF NEW YORK STATE. COIvlPLY WiTH ALL CODES OF NEW YORK STA i-E & TOWN CODES AS REQUIRED AND COND!TIONS OF SOUTHOLD TOWN ZBA SOJ- DLb TO ,N PLAN lING BOARD SO~ LHOLD TOWN TRUSTEES ~ NY.S, DEC CERTIFICATION OF NAILING & CONNECTIONS BUILDING PERMIT SET (.)o - I O lj.! 0 4 =~' //~/~J2 ~ CHECKED BY: NS DATE: OCTOBER 1,2007 SCALE: 1" = 20'~" SHEET TITLE: SITE PLAN SHEET NO,; WIND-BORNE DEBRIS PROTECTION OPENINGS FOR I~IALL OPt=NIN® P~OTEOTION 0~120 MPH ~ SECONO I~IlNO ~USTS ( ~AXI~U~ ~EAN ~OOF H~I~HT= ~) UTTER ASSEMBLY · lOx~ (~/~ASHER? eALVINIZEO OR STAINLESS 5~EL I I I lU. AL~NATI~ pAS~R FOR 5HUT~ TO ~UIL : I ' ' III =10 ~E NUT5 A~AOHE~ TO BL~. ~/¢10xl-I/2 ( ~ ~ASHE~) I I . I ~II [I.. I).' .TIPL~ SECTION I1 II /4" THIOK ~LT5 ~ 2' OO II II II II I~' SHUTTER ASSEM N.T.~. FOR PANEL 5PANS~ 4' OR WIDER 5PAN II II II II I.;- I,¢'" 14-' II II II II II II 2E/~2" APA 5~PAN-RA'TED 4gJ24 SHEATHING ~RADE PLYP'k20D ~ ii II (OVERLAP AROUND OPENING,~ 4") I .- I~. 2x4 5~oN~-DACK5 ~ 24" 0¢ II II INIZED STAINLESS 5~BL ~OOO S¢~ ¢ 12" O.C. 2). ATTAGHIN~ 5~UO~ PANEL, FA~N ~10 TEE ~T~ A~A~H~O TO ~L~. ~/~lOxl-l/~ ( ~A~IN~ ~LT ~ I~" 0.~. WINDOWS - GLAZED OPENING pRO'T~CTION 15 RE~UIP4~D FOR ALL GLAZED A~EAS. IN ACCO~ANCE WITH LA~E MI551LE ~ST OF OON~GTO~ HAY UDE ~OOD 5~O~ PA~L~ IN LIEU OF THE ~oVE ~NTIONED ~IN~O~S, PANEL5 TO ~ PRE.UT TO FIT 0~ ~INDO~5 ~ITH ALI~N ~lTH ~ NO0~ JAO~ POST¢ HEADER + 5ILL PLA~. PANEL5 TO ~B MAINTAINED ON LABEL LOOATION5 ON EAOH PANEL. o HIP t~20~ IoO4 e 4.30 O lOB e ~,4~ o COMPONENT AND CLADDING PRESSURE ZONES I' HOLD DOWN + SHEAR CONNECTION CRITICAL LOAD PATH SHALL COMPLY Y'4/N"F'¢E~C C, HAP IFR :~2504.q.6 NAILING SCHEDULE TAK4EN FROM 2ool EDITION WOOD FRAME ~ONST~UCTION MANUAL, AMERICAN PUt,EST PAPER A550CIATION 51ZED FOR d. OM~ON NAILO~ CONTACT ARCHITECT FOR BOX NAIL .51ZEE RAFT~R,/TOP PLA'I'~ CEILING JOI~T/TOP PLA'r~ C, EILING JOIST./PARALLEL RAF'T~R C, EILING JOIST LAP5 O~R PARTITION COLLAR ~LOG~IN~F~R TOP PLA~OP TOP PLA~ AT IN~EOTION5 TOP or BOSOM PLA~/S~D BO~OM PLA~LO0~ JOIST JOIDT/DILL, TOP PLA~ ~r ~1~ ~I~IN~/JO~T ~LO~IN~/DILL orTOP PLAT~ JOIDT ON ~A~ JOIDT/JOIDT ~AND JOIDT/~ILL or TOP PLY~OD ~OF ~GKIN~ 5~IP CHEATNIN¢ PL~OD ~LL D-E~d (TOE NAILED) D-~d (TOE NAILED) '/-I~d (FA~E NAILED) "t-h&d (FACE NAILE~2) 2-~d (e~. end I-I/4" 2-ed (TOE NAILED) 2-hgd (END NAILED) :2-1&d (PAGE NAILED) 4-1&d (PAGED NAILED) 2-1,~,cl (FACE NAILED,) I,~d (PAGE NAILED) 2-1&d (END HAlLE)D) 2-1~cl (FACE NAILED) 4-~d (TOE NAILED) .2-~,d (TOE NAILED) 2-E~d (TOE NAILED) 5-1&d (TOE NAILED) ~-I&d (FACE NAILED) 5-E,d (TOE NAILED) D-I,~d (END NAILED) 2-1~d (TOE NAILED) $d ~4" O.C. EPEES, ~$" C.C,,. FIELD ~,ct (ONE/P, AFTEm) ,~d ~4" C.C. EDGES, ~" O.C.. FIELD 8,d cc" O.C. EDGES, el2" O.C. FIELD N F'~ I__l~ 5TRUCTI.J~.AL P-.EVIEI~ BT' STEVE PE 'lvfARESOA, ~ I I~ ~ I~-O"'t ~EST MONTAUI< HI®H~A¥, HAMPTON BA'"r'5, NY 11~4~ USE/OCCUPANCY I CLASSIFICATION I DESIGN CRITERIA: ASSESSO~¥ STO~A®E E~UILDIN¢ I DESIGN IN AGGOt~.OANGE INITH AME~.IOAN I PO~.E¢T Pt~.ODU~,TS I,"IOOD I='R. AME I GONSTI~.UGTION MANUAL i=OR I + ;2 t=AI.41L¥ HOUSE HEIGHT I Pf~ESGt~.I PTIVE METHOD ~5'-0" MAXIMUM I e~.OUND SNOH LOAD - 45 PSi=. I FII~.ST LEVEL - 40 PSF. L.L. I LIVINe A~EAS - 40 PSi=, L.L. I BEDROOMS - ~0 PSi=. FIRE AREA I Y41ND SPEED - I;20 MPH ASSESSOP-.¥ 416 S F I SEISMIC DESI®N CATEeO~.¥ - B : ' ' IHEATHERIN¢ - I TERMITE - MODERATE TO HEA~ CONVENTIONAL LI~HT ~RA~E ~OO~ I IcE ~HIELP UNP~LA~HENT ~UI~ - CONSTRUCTION J GENE L NOTES ACGOP,/2ANCE WITH THE NEW YORK BTAT~ UNIFORM BUILDING (.,ODE, AND THE ~ YO~K CTA~ OONSD~VATION ~0~, AND LOO~ AUTHO~ITID5. ~L OONO~ DHALL ~E 5TOND A~A~ HITH A MINI~M 2~ PA~ 5~N~TH OF ~000 4. P~VIDE ~OUBL~ HEA~E~ A~ ~l~ AT ~L STAIR ANg PLO0~ OPENINg5, POST5 A~ PARALLEL PARTITIONS, EXCEPT A5 NO~P ON ~IN~. FOUNDATION HAS BE~N DE~I~NED FO~ A 50IL BEA~IN~ ~APAGI~ OF T~ (2) TS~ A~ L~ THAN ~. GON~TO~ ~H~L ~1~ THAT T~ ~O~ITION~ A~ ~T. ~h ~ILL BENEATH ~0~ FLABS TO B~ GOMPAG~ TO ~OR~D BY DOUBLE U~JDHT~ q.O F~T AND BY ~IPLE UPRIGHTD. ALL HE~ERD TO BE ~. P~VIDE FI~TOPPIN~ AT ALL LEaL ~NE~TION~ ~VlDE FLA~HIN~ AT ~L ROOF OHI~5, 5~YLI~HTS, EX~RIOR DO0~, ~INDO~ AND DE,ED lO. DO NOT 5GALE II. A~HI~GT NOR E~INEER 15 NOT FOR THE INSPECTION O~ SU~RVIEION OF THIS ~O~T~TION P~JE¢T. FEDE~L, A~ LOC~ ZONI~ A~ BUI~IN¢ COD~ ~OHPLIAN~E ~EPONEIBILI~ OP THE ~ON~GTO~. SHALL BE DE~IGNE/2 AND BUILT IN ACCORDANCE WITH THE 5UFFOLK- COUN"P¢ DEPAR'T'I"4ENT OF HEALTH. 14. THI5 5TRUGTUF~E HA~ BEEN DESIGNED IN AGCOP42ANGE WITH THE N,~W YORK DTA'I~ ENERGY CONDERVATION CODE. ENGINEER TO BE NOTIFIED IN WRITIN~ OF ALL CHANGE~ PRIOR TO AND DURIN~ GON~I'~UCTION. I&. ELECTRICAL AND MEC~HANICAL COMPONENT5 TO BE DESIGNED AND 5PECIFIED BY OTHE~D. I~. ~L ~T~G~ D~EL TO BE ADTH A5~ ~ITH ONE ¢OAT EPO~ PAINT. ALL ~AS~NB~ TO BB ASTM A-525 ~LT~, I~. OON~OTOR 5HALL OBTAIN ALL ~MI~ AND IN~U~N~E NEOE~A~Y TO ~O~Ot THE EN~INEE~ AND 0~. UNTIL ~hO0~ 20. CVIP~ ¢A~ON MONOXIDE ALARM¢ ON EACH LEaL A~ IN BAS~NT ( 21. CMOKE ON EAOH NEH YO~K ~tAt~ BUIL~IN~ ~O~E. 22. ANY ALTERATION, R~PAIR, ADDITION OR CONV~R.510N TO AN EXISTING D~LLING R.~<2UIRIN~, A BUIL~IN¢ PER~IT NO~ ~D~Ul~5 THAT ALL 5LEEPIN¢ ~OM5 IN THE IN~ONNEG~ ~MOK~ 2B. THE NYE OODE5 ALSO APPLY TO 5~C~RE DESleN. 24. ~A~E ~OOR5 TO BE ~D FOR 120 MPH. ~lNO LOAD FRAMING NOTES .ALL FRAMING LUMBER 5haLL BE CRAOE STAMPED' DOUGLAS FI~-LA~H 5~ &~E ~. 2 O~ ~ET~. ALL 5HEATHIN~ TO BE APA ~, EXPO~ I, 5/~" MIN. THIGK~55 O~ A5 NOTED. ~L 5UBFLOO~IN~ TO BE APA ~P ~5~-I-FLOOR, E~U~ I, 5/4" NIH. THI¢~N~. ~L ED~E5 PLY~OD TO BE DDT ON ~LID BLOCkINg. ~LUE AND ~IL PLY~O~ 5UBFLO0~ TO FLO0~ ALL N~A~ 8'-~" AN~ ~ ~ALL B~ HITH DOUBLE UPrigHTS, ~'-~" AN~ ~ ~IPLE UPRICHTS. ALL HB~ 5H~L ¢OLI~ BLO~KIN~ ~ALL BE P~OVI~B~ FO~ ALL JOIST~ e ~'-~" ~.~. MIN. ~OVI~B ~" ~PA¢~ FO~ AIR ¢IROULATION IN ~OOFS. DOUB~ F~MIN~ AROUND ~L OP~NIN~5 ( s~llghts, s~f~ ¢~¢. ) O~ AC NO~ ON g~lN¢¢. POUBLB UP F~MIN~ UN~ ALL POeT~ AN~ PA~LLEL PA~TITION¢ O~ A~ NO~g ON g~HIN¢¢. ~L FLU~ ~OP ~ONNECTION~ SHALL ~ PArSNiP HI~ ~ ~VANIZB~ METAL ¢ON~OTO~¢ "TE¢O" OR A~O~g EmUAL. NAILIN¢ ~PULE SHALL ~E AC PE~ THE N.Y.5. ~I~IN¢ OogB A~ A MINI~M. ALL 2X¢ ~HALL ~1~ ~-IOg ~IL¢ AT ~ILL ANg PLA~. ~L EX~IO~ NAIL~ ~H~L B~ ~V~NIZ~g. I0. II. 15. 14, ID. PLYWOOD SHEATHING TO BE NAILED Y41TH ~ d @ 4" o.o. EXTERIOR EDGE5 AND & d ¢ 12" D.C. INTERMEDIA'T',=. ALL INTERIOR AND EXTERIOR FINISHED, FLAGHIN~ A~ ~P~OFIN~ ~ALL BE BY A~HI~OT. ~L ~OF ~F~ ~HALL BE A~AGHE~ TO THE PLA~ AND 5~D ~ITH ~ALVANIZ~ HU~I~A~ ~P~ TI~BB~ PiLE FOUNDATION5, ~OVI~E HU~RI~A~ CLIP5 AT ALL P~RIME~R JOIST TO ~-EN¢IN~E~D LUMBE~ 5HALL B~ ~EO~IA PAOI~IG ~PI ~E~IE5 ~OOD-I-~AM5 A~ LVL P~DUG~ OR E~U~, ALL JOISt, ~l~E~ BEARING POIN~ AT A MINI~M. A 51NCLE I 5/4" LVL ~IM JOIDT DHALL BE ~UI~D AT FLO0~ PE~I~. HANDLINg, 5TO~GE, AND E~OTION ¢DMPONENT5 ~L BE A5 ~R MANUFAOTU~5 ~OMMDNDATION5. ALL MULTIPLE LVL P~ODUOT5 TO HAVE 2 ~0~ O~ I/2" DIA. e~VANIZ~D MAOHINE BOLT5 ~ 12" O.D.. THI5 DRAHIN¢ ID AN IN5T~NT P~PA~ED TO DA~ILITA~ OOND~OTION A~ 5H~L NOT I< I< RJB CHECKE~ BY: TCS DATE: OCT. 1, 2007 SHEET TI'ri.E: STRUCTURAL NOTES & DETAILS SHEET NO: ...,f ~' ~::~AR 5HIN6LE5 ON IBC UPPER LEVEL PLAN SCALE: 114" = t' -0" LOWER LEVEL PLAN SCALE: tl4" = 1' -0" ELECTRICAL LEGEND 2x4 FRAH~ (~ F~c~R~.~_~M.~.ING DETAII~FLOW THRU VENT P/~::)VIDE 4" THICK: Ge3NG. Ed.A~ R~INFOIa~:7 v~ ex6, % PUaLH. IO' DIA. PILE 15 TON BEAla. IN~ C, APAGITY (:2)..~xl2 ~ 'r'YPIGAL ~IRI~L~R PILING PLAN SCALE: 114" [] 1' -0" BUILDING PERMIT SET RJB NS ATE: OCT. 1, 2007 SCALE: 114"= 1'-0" ,HEET TITLE: :LOOR PLANS SHEET NO: 3 pAIIffi ~ 5PEG'S. LOFT PI.~ HEI~d.I'I' F~,OVIDE ~ WEST ELEVATION SCALE: 114" = 1' -0' LATTICE PANEL. IN TREA'r'E~ ~ lq~d~ fq~lt,~D AND PAIIqTE~ MC:UN ,l:a, TO ~ TO PILI~ ~(~- ~ I::~I'AIL ON 5/4'x4 HN.IOeAIfl" 2x4 "rI~.EA~ Eu, ~ TArma,~ ON .~.,Or~ ::~,.KIN~ ON EAST ELEVATION GA.~ IN JflOO~ AN:) PAINI~c~ t~ pLARE~HIN~LES -IxlO IflA~L-~ TAEtLE PAIN ~Eu, PER -2x4 FRAHE PIALL eu' B/~' PLYlqOO~ W LATI1GE PA]~. IN ~/4" Ix4 ON Ix~ I~ ~OAI~ ~ Ix~ BAla~E t~:TAla~ O, J1'~lfllN~ NORTH ELEVATION SCALE: 114" = 1" -0" C,U~TOH AY~IN~- SOUTH ELEVATION SCALE: 114" = 1' .0" BUILDING PERMIT SET )RAWN BY: RJB NS 3ATE: OCT. 1, 2007 SCALE: 114" = 1'-0" SHEET TITLE: EXTERIOR ELEVATIONS SHEET NO: 4 C4JPOLA - ~ TO ~AT~H ~ BffiLO~I ON ~4 · ~ ~1~ ~ ~4 ~:::~0~= I/4" 5TAINI r'~',"', Sqr-r-h, Ix5 FA,~GIA I~OAI~7 I~11~ MARVIN .APe41N~ )qlN~Oifl ~UILT-UF PAINTED OVL=~ F~l~:r~l~ GE~A~ 51DIK~ TO MATC4'I ~,'i~eL~'I'U~ ~ ON a/e" PLYI, q~:~ '~IEATHIN~ ON · :2x~ PLA'I'~ ON ROOF BOAt~:~ ~IFIE~ PAINTE~ SCALE: 3/4" = t' -0" BUILDING SECTION SCALE: 318" = IO" DIA. PILe 13 TON ~-A~IN~ GAPAGITY. (TYPJ la-lq BATTINO. (~reJ -pLA~ ~HIN~L.~ el/lqAim,~ TAI~L~ ~OAT ~TOI~.A~E AR, EiA AT TOP Of' PILINCaS. Cr'~'J (~:~:~ FOJNATION PLAN ~ ]:~--TAII_~) PLYiflOO~ ~1/LATTIGE PANEl-IN AT PILe. BUILDING SECTION ~18~' ~ ~,AV~. OVL~ LAI41:;~GA~ ~.4~L~NIN~,AT t'l:e~ll~l=~ O~ GONG, ~ ~ PILINGS. BUILDING PERMIT SET I , DRAWN BY: RJB CHECKED BY: NS DATE: OCT. 1, 2007 SCALE: 3/8" = 1'4)" SHEET TITLE: BUILDING SECTION SHEET NO: