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32501-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33332 Rte: 10/10/08 THIS CERTIFIES t~t the building NEW DWELLING Location of Property: 5704 INDIAN NECK LA PECONIC (HOUSE NO.) (STREET) (HAMLET) Co~L~t¥ Tax ~4ap No. 473889 Section 98 Block 5 Lot 14.3 subdivision Filed Map No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 1, 2006 pursuant to which Building PelT~it No. 32501-Z dated NOVEMBER 17, 2006 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH COVERED PORCHES, SCREENED PORCH AND ATTACHED THREE CAN GARAGE AS APPLIED FOR PER ZBA #5895 ISSUED 9/14/6. Ge certificate is issued to SANDRA ENGELKE of the aforesaid building. (OWNER) SUFFO~ CO~l~f DEPAR~I~E~T OF HF~J~TH APPRO~-~J~ R10-06-0021 06/21/07 EI~-rMICAL C~RTIFICA~q~ NO. 3053914 08/22/08 PLL~BE~ C~TIFIC3%TION DA'r~u3 07/09/08 PECONIC PLL~4BING & HEAT ~/~t 'h~r~l gnature Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33333 I~ate: 10/10/08 THIS C~TIFIES that the building ACCESSORY Location of Property: 5704 INDIAN NECK LA PECONIC (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 98 Block 5 Lot 14.3 Sulx~ivision Filed Map No. __ Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 1, 2006 pursuant to which Building Pemit No. 32501-Z dated NO~ER 17, 2006 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ACCESSORY IN GROUND SWIMMING POOL WITH TERRACE AND FENCE TO CODE AS APPLIED FOR PER ZBA #5895 ISSUED 9/14/6. · ~ne certificate is issued to SANDRA ENGELKE of the aforesaid building. ( OWNER ) SUFFOLK C~D~I"f DBP~/~ OF }~LTH ~PRO%rAL N/A ELEC'~RIC~J~ C~RTIFIC3%~ NO. 3053914 08/22/08 PL~S C~KTIFIC3%TION DATED N/A ~o~' e~d S~i' nature Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPAI This application must be filled in by bqaewriter or ink and suMmtted to the Building Depamnent with the following: A. For uew building or new use: 1. Final storey of property with accurate location of ail baildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sexverage-disposal (S~9 form), 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement fi-om plumber ce~Xifying that the solder used in system contains less than 2/10 of 1% lead. 5. Comlnercial building, industrial building, multiple residences and similar bnildings and installatious, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planlm~g Board Aplwoval of completed site plan requiren:tcnts. For existing buildings (prior to April 9, 1957) uon-conforming uses, or buildings aud "pre-existing" land uses: 1. Accurate survey et p~ ope~'ty showing ali prope~y lines, st~ eets, building and unusual natural or topographic features. 2. A properly complemd application and conseut to mSl)eCt si~med by the applicant, ifa Certificate ofOccupanc5 is denied, thc Building Inspcclo~ shall state the reasons therefor in writing to the applicanh C, Fees 1 Cc~lificate of ()ccupanc5 - Ncx~ dwelling $25.00, Additions to dwelling $25.00, Allerations ~o dwelling $2500, Swi~mniag pool $25.00, Accessory building $2500 Additions to accessory buikling $2500, Businesses $50.00 CerlificateofOccupancy(!nPiecxisting, Buildmg- $10000 3 Copy of Cellificate of( )ccupancy - $,25 4 UpdatedCettificatceiOccupancy $5000 5. Tempoxaty Certificate of Occupancy - Residential $1500, Colrdnercial $150(I Plmming Board Approval: Final Ce~lificate: (check oue) ,~pplicant Signature Date. New Constm~clion: V/ . Old o~ Pm-existing Building: _ (check one) LoeationofProl~e'l',': S~O~-// ~l~[d.~,~ ~ ~ ~ - ~ouse Nc~. Slreel - ~lam~ct OwBer or ()WllelS of Property: ~ ~~ Suffblk C~)unty Tax Map No t000, Section ~ . Block ~- Lot .~ ¢. O0¢ Subdivision .... Piled Map.~_ I.ot: HealthDept Approval: ~ Uad~rwri'ersAppro~'al:-~2 ~ ~t~ ~ BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by G & S ELECTRICAL CONTR. GEORGE ENGELKE P.O. BOX 215 5704 INDIAN NECK LANE SOUTHOLD, NY 11971, PECONIC, NY 11958 Located at 5704 INDIAN NECK LANE PECONIC, NY 11958 Application Number: 3053914 Certificate Number: 3053914 Section: Block: Lot: Building Permit: 32501 BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, Pool/Spa, Porch/Deck, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the22.d Day of August, 2008. Name OTY Rathe Rating Cirqui~ Tv~ AdditionalCharges 1-50a steam unit Alarm and emergency equipment Sensor 4 0 0 Carbon Monoxide Appliances and Accessories Air Conditioner 6 0 Above 1500 BTU Dish Washer 1 0 1.2 KVV Exhaust Fan 6 0 F.H.P Furnace 2 0 Oil Pool / Spa Bonding I 0 Pool Heater I 0 Gas Time Clock Switch 2 0 pool Panels I 50 7 Service Service Disconnect: 0 200 cb Service1 Phase3w Service Rating400Amperes seal Continued on Next Page I of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by G & S ELECTRICAL CONTR. GEORGE ENGELKE P.O. BOX 215 5704 INDIAN NECK LANE SOUTHOLD, NY 11971, PECONIC, NY 11958 Located at 5704 INDIAN NECK LANE PECONIC, NY 11958 Application Number: 3053914 Certificate Number: 3053914 Section: Block: Lot: Building Permit: 32501 BDC: ns11 .=-'1 Described as a Residential occupancy, wherein the premises electrical system consisting of ~ electrical devices and wiring, described below, located in/on the premises at: ~ Basement, First Floor, Second Floor, Attached Garage, Outside, Pool/Spa, Porch/Deck, ~ A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed ~ herein, was conducted in accordance with the requirements of the applicable code and/or standard ~ promulgated by the State of New York, Department of State Code Enforcement and Administration, or other ~ authority having jurisdiction, and found to be in compliance therewith on the 22ua Day of August, 2008. ~ Name OTY Rathe Rating Circuits Tyne ~ WiringDimmer And Devices ~ 3 0 120 V ~ Fixture 2 0 pool Incandescent ~ Fixture 8 0 Low Voltage ~ Fixture 144 0 Incandescent ~ Outlet 20 0 Gert, Purpose IA Outlet 152 0 Fixture ~. Paddle Fan 9 0 ~_ Receptacle 1 0 pool GFCI r~ Receptacle 2 0 20a-pool Special / twist lock ~. Receptacie 3 0 20a-laundry Appliance r'A Receptacle 3 0 30a Dryer ~ Receptacle 19 0 GFCI ~ Receptacle 119 0 Gen, Purpose ~- Switch 126 0 Gen, Purpose r~ seal This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. [] Town Hall, 53095 Main Road P.O. Box 1179 Soulhotd, New York 11971-11059 Fax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Permit No. Owner: S'a , ro.. ~le~e pfin~ Plumber: ~le~e phnt) lead. I certify that the solder used in the water supply system contains less than 2/10 of 1% Sworn to before me this ,/~hffnbers Sig~t~4~ Notary Public, ~ County James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall 53095 Route 25 P.O. Box 1179 Southold, NewYork 11971-0959 Telephone (631)765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE (REVISED 10/10/08) # 0331C Date October 10, 2008 THIS CERTIFIES that the removal of the existing residence, cottage and garage, and construction of a new residence, pool, terraces and sanitary system At 5704 Indian Neck Lane, Peconic Suffolk County Tax Map #98-5-14.3 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 3/17/06 pursuant to which Trustees Wetland Permit #6364 Dated 5/17/06 was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the removal of the existing residence, cottage and garage, and construction of a new residence, pool, terraces and sanitary system. The certificate is issued to GEORGE & SANDRA ENGELKE owner of the aforesaid properly. Authorized Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32501 Z Date NOVEMBER 17, 2006 Permission is hereby granted to: SANDRA ENGELKE 83 CHELSEA RD GARDEN CITY,NY 11530 for : DEMOLITION OF A DWELLING, GARAGE AND COTTAGE, CONSTRUCTION OF A NEW DWELLING AND ISP AS PER ZBA, SCHD, DEC AND TRUSTEES AS APPLIED FOR 2COS REQ at premises located at 5704 INDIAN NECK LA PECONIC County Tax Map No. 473889 Section 098 Block 0005 Lot No. 014.003 pursuant to application dated NOVEMBER 1, 2006 and approved by the Building Inspector to expire on MAY ~.~'~ Fee S 4,109.45 /~~~./~~ ORIGINAL Rev. 5/8/02 /PEALS BOARD MEMBERS Ruth D. Oliva, Chairwoman Gerard P. Goehringer James Dinizio, Jr. Michael A. Simon Leslie Kaues Weisman http://southoldtown.northfork, net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 · Fax (631) 765-9064 Mailine Address: Southold Town Hail 53095 Main Road · EO. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 14, 2006 ZB File No. 5895 - George and Sandra Engelke Property Location: 5704 Indian Neck Lane, Peconic CTM 98-5-14.3 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review fails under the Type II category of the State's List of Actions, without further steps. PROPERTY FACTS/DESCRIPTION: The applicants' 2.99-acre parcel is improved with an existing one-story dwelling and two accessory buildings (one formerly containing a temporary family cottage). The property measures 172.66 feet in width along Hog Neck Bay and 878 feet in depth to the mean high tide mark, measured from the 30 ft' wide right-of-way at the north end of the premises, shown on the October 20, 2004 survey, revised February 23, 2006 by John T. Metzger, L.S. BASIS OF APPLICATION: The applicant requests Variances under S~ctions 100-33 (280-15) and 100-239.4B (280-116), based on the Building Inspector's March 20, 2006 Notice of Disapproval, amended June 5, 2006, concerning new construction, after substantial demolition of the existing dwelling, expansion, proposed covered-porch areas, proposed swimming pool, proposed accessory building referred to as 'beach house' proposing nonconforming, minimum setbacks as follow: (a) 68'8" from the new dwelling/covered porch to the existing wood bulkhead; (b) 47'6" from the new swimming pool structure to the existing wood bulkhead, (c) 1'3" to the side lot line and 27'6" to the bulkhead from the new accessory building, (d) new outdoor shower structure at zero setback from the side lot line. The minimum setbacks required by Town Code for all buildings and structures are: (1) 75 feet from the bulkhead, and (2) 20 ft. minimum from the side lot line. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on August 31, 2006, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: VARIANCE RELIEF REQUESTED: The owners propose to demolish substantially more than 50 percent of the pre-existing nonconforming house structure, after building the principal building in another location, and requesting use of the replacement building as an accessory use/beach house ,/Page 4 - September 14, 2006 Page 2 - September 14, 2006 ZB File No. 5895 - George and Sandra Engelke CTM No. 98-5-14.3 building with a screened porch, toilet room, sink, wet bar, and an outdoor shower and deck, at a minimum of 1'3" from the side lot line, instead of the code-required 20 ft. minimum, and 27'6" from the bulkhead instead of 75 feet. Also proposed is a new principal dwelling (+/-96' long by 98' in depth), and accessory swimming pool at less than the code required 75 feet from the existing bulkhead. TOWN CODE CHAPTER 95 (268) LWRP DETERMINATION: The applicants are requesting a new dwelling and accessory swimming pool construction in a new location, set back less than the code- required 75 feet minimum from the bulkhead and 100 feet minimum from the top of the bluff. A Determination of Inconsistency was issued under Chapter 95, Waterfront Consistency Review of the Town of Southold Code and Local Water[ront Revitalization Program (LWRP) standards. Grant of alternative relief in this variance application will substantially increase the setback measured between the new dwelling and the bulkhead to a minimum of 80 feet for new construction, and denies the applicants requests for substantial variance relief. The alternative relief granted herein will meet code minimum requirements at least 100% for the new dwelling location, 100% for a new accessory beach building, and at least 78% for a location of a new swimming pool, under the strict requirements of Section 280-116 (100-239.4B) of the zoning code. All new construction, with the exception of the accessory swimming pool, will be required to conform to the Zoning Code minimum standards applicable on a parcel containing 2.9 acres and 172.66 feet in width (measured at the waterfront/bulkhead). Since the existing structures on the subject property are being dramatically reconstructed as proposed, it i§ reasonable to eliminate the extreme non-conformity of the existing house and require the greatest reasonable degree of conformity with the Zoning regulations, as well as the LWRP, which mandates the highest standards of coastal erosion/wetland/water bodies protection approved by New York State and Southold Town. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Zoning Code Section 100-239.4A (280-116) was enacted in 1985. The applicants' property is large, containing 2.97 acres, and alternative locations further landward on this site is available for both new buildings (main dwelling and the accessory beach house without living area), other than the closer setbacks proposed from the bulkhead and side lot line, requested as close as 1'3". The property contains an older home in need of major repairs, and which building is proposed to be substantially demolished * except that the applicants wish to keep only a small deck structure. The applicants desire to build a new, enlarged home in a location 68'8" from the bulkhead instead of the minimum 75 feet required under Zoning Section 100- 239.4B (280-116) will produce an undesirable change in the character of the neighborhood and detriment to nearby properties. Both new buildings as proposed will be substantially larger than those existing on adjacent properties. The swimming pool, however, should have little visual impact given the setback from the bulkhead will be more landward than those built in nonconforming locations prior to 1985. After increasing the proposed +/-96 ft. wide principal dwelling to a minimum 80 ft. setback from the bulkhead, this board will allow a variance considerably reducing the setback for an inground accessory swimming pool at a minimum of 59 feet from the bulkhead, instead of the requested 46'6". An increased setback for a Pag9 3 - September 14. 2006 ZB File No, 5895 - George and Sandra Engelke CTM No. 98-5-14.3 new dwelling at 80 feet from the bulkhead will be conforming to the code requirements and will permit a variance for a swimming pool, reducing the bulkhead setback substantially at 59 feet for the swimming pool, instead of the code-required 75 feet, while at the same time providing other areas on this site for building, in conformity with the Zoning Code. 2. The benefit sought by the applicants can be achieved by alternative relief for the swimming pool, and can be achieved for the main dwelling and proposed beach house building without the need for a variance. The applicants propose a new principal dwelling in a new location on this site substantially larger than homes in the area, and the proposed accessory beach building is proposed to be converted from an existing "deck" which would remain after substantially demolishing the remainder of the older existing building (nonconforming house). Although there are overhead wires that exist at least 200 feet from the bulkhead, this 2.979 acre lot contains considerable available land area for siting the new buildings to meet the current code setbacks. 3. The alternative relief granted is substantial. The requested nonconforming setbacks are not the minimum necessary for a parcel that contains 2.79 acres of lot size. Article XXIII, Section 100- 239.4B (280-116) requires a minimum 75-foot setback from the existing bulkhead on a waterfront parcel. The proposed accessory beach house is requested at only 27.5 feet from the bulkhead and only 1.25 feet from the side yard. The proposed accessory swimming pool is requested at only 47.5 feet from the existing bulkhead with a 25' westerly side yard, and the proposed covered porch on the south elevation (seaward side) of the proposed new dwelling is requested at only 68'8" from the existing bulkhead. The reduction of setbacks requested by the applicants for the new construction varies between 98.7% and 9% from the code requirement. 4. The difficulty claimed is self-created, since the new principal dwelling and accessory building could be sited to meet conforming setbacks since the subject parcel is 2.9 acres and the overall dimensions of the principal building is shown at 96+/- feet wide by 98+/- deep along the west side as designed with the garage and extended areas shown on the April 18, 2006 site plan, revised 6/20/06 by Samuels & Steelman, R.A. 5. No evidence has been submitted to suggest that the proposed new construction will not have an adverse impact on physical or environmental conditions in the neighborhood. The proposed beach house, principal dwelling and accessory swimming pool are proposed in locations that will be substantially non-conforming at less than 75 feet from the bulkhead, and only 23 feet from the top of the bluff for excavation of the in-ground swimming pool and 68'8' for the dwelling, contributing to erosion. The bluff has an 8 ft. drop in land contour, seaward and toward the tidal area and adjacent bulkhead. 6. Grant of alternative relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new principal dwelling, accessory swimming pool and accessory building, while preserving and proteoting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman, seconded by Chairwoman Oliva, and duly carried, to :/'Page 4 - September 14, 2006 ZB File No. 5895 - George and Sandra Engelke CTM No. 98-5-14.3 DENY the relief as applied for in its entirety (beach house etc); and grant the following alternative relief: 1. After demolition of the existing nonconforming house, new construction of same shall meet the zoning code requirements with conforming setbacks from bulkhead and property lines. The replacement of existing nonconforming house, as requested, is denied for the requested accessory beach house structure. 2. The proposed accessory swimming pool and related pool equipment shall be no closer than 59 feet to the existing bulkhead. 3,. Locate the proposed principal dwelling no closer than 80 feet to the existing bulkhead. 4.. An adequate cistern well shall be installed landward of pool for proper discharge of poop water and drainage. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use1 setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Oliva (Chairwoman), Goehringer and Weisman. This Resolution was duly adopted (3-0). Ruth D. Oliva 10/<' ~ /06 Approved for Filing TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FI~d~CE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ,'~ RRE RESISTANT CONSTRUCTION [ ] FIRE R~cilSTANT PENETRATION REMARKS.~' ~'- DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING ROUGH PLBG. INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION REMARKS: ] FIRE RESISTANT PENETRATION DATE INSPECTOR ~, ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ~'ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ~STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION REMARKS: ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ~/-,,]~FRAMI NG~ []FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PEN~TION REMARKS: . , ~ DATE ~"-/'"'~'-~ 7' INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ~FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE ._R--- ~- ~ ~' INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F/~I~DATION 1ST [ ] ROUGH PLBG. [~/J'FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRE RESISTANT CONSTRUCTION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS:~~~~;~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION /~FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] FIRE RESISTANT CONSTRUCTION REMARKS: FIELD INSPECTION REPORT i DATE I COMMENTS FO~DATION (1ST) ~ ~ - ~ ~-~ -~ -~_ ..................................... STATE ENERGY CODE ~ ~.~~DITION~ CO.ENTS TOWN HALL SOUTHOLD, NY '11971 TEL: (631) 7,65-i802 FAX: (631) 765-9502 www. north for k. net/Southold/ Examined Approved Disapproved a/¢ £ 1 //7 / , ,Te,:o_A- Expiration _, 20 NO. IJUILI~INLi k'~bLiVll I A-~PLJCAI'Ik)N Do you have or need the following, before applying! Board of Health 3 sets of Building Plans Planning Board approval Survey. Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: Phone: APPLICATION FOR BUILDING PERMIT " tl/ ', "'~-' ~ '~"~:~ INSTRUCTIONS .\~,a: ,.This h~plica~fion MUST be co~mpletely filled in by typewriter or in ink and subm/tted to the Building Inspector with 3 sets of ~tafis, ~..t-~!an ~eal~. Fee according to schedule. ~/'Plot l~[~is~cation of lot and of buildings on premises, relationship to adjoining premises or public streets or c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. ' ' e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months fi'om such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the coristmction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit author(zed inspectors on premises and in building for necessary inspections. ~-~"' .. (S~gnature of applicant or name, ifa corporation) /(~ ~ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name ofownerofpremises ,_Q.~4~ .~)~2,t] ~ ~'dgt~ · (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of laad on which proposed work w. ill. L.be done: House Number Street Hamlet County Tax Map No. 1000 Section /~2~ Block Subdivision '~' ' Filed Map No. (Name) Lot Lot State existing use and occupancy of premises and intend_.~ed use and occupancy of proposed constr~ctio~: a. Existing use and Occupancy . b. Intended use and occupancy Nature of work (check which applicable): New Building / Addition Repair Removal DcmoIition ~ Other Work Estimated Cost ~ ~)d~,,, ~d~) Fee If dwelling, number of dwelling units / If garage, number of cars ~ +Pax. Alteration (DescrfptiSn (To bc paid on filing this application) Number of dwelling units on each floor If business, commercial or mixed occupancy, specify nature~and extent of each type of use. Dimensions ofexistjng structures, ifany:Front 4'~ /~7 Rear -4'~' t~-~' Depth Height / (,~ ~rT" Number of Stories / Dimensions of same structure with alterations or additions: Front Depth. Heigh[ Number of Stories Dimensions of entire new construction: Front ¢ ~ t~ Rear Height '3~ ~ Number of Stories Size oflot: Front /'~/ t~ Rear /TZ ~'~ Depth Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ~ ~' & ~'~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ~O 13. Will lot be re-graded? YES NO I~Will excess fill be removed from promises? YES NO 14. Names of Owner ofpremises~Address ~'-~--t.~'t~[ PhoneNo. Name of Architect ~P//r~:~--~ ~.,(~,~::~--zrJ~A.)Address ,g.~ Z~ /t/~r/~ ~ Phone No Name of Contractor t'~/~Tt~/,/..),/ ~/~l~//_~,c~ Address Phone No. 'K] 15 a. Is this property within 100 feet ora tidal wetland or a freshwater wetland? *YES P'"" NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E,C. PERMITS MAY BE REQUIRED. b. Is this property Within 300 feet ora tidal wetland? * YES ~'/NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. [6, Provide survey, to scale, with accurate foundation plan and distances to property lines. 7. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. ;TATE OF NEW YORK) :OUNTY OF~LS)S: (Name of individual signing contract) above named, (Contractor, Agent, Corporate Officer, etc.) fsaid owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; mt all statements contained in this application are true to the best of his knowledge and belief; and that the work will be erfonned in the manner set forth in the application filed therewith. wo.~0 be f( [ea~;ft ~)'0~) 200 Notary P~ub~l~tlC A RICHARDS Notary PUI~lic, state of New York No, 01RI6042467 Qualified in Suffolk County Commission Expires May 30, ~)~.~ ~licant LETTER OF AUTHORIZATION Sandra & George Engelke 83 Chelsea Road Garden City, NY 11530 516 741-2864 Janua~ 12,2006 We hereby authorize Nancy Steelman of SAMUELS & STEELMAN ARCHITECTS to act as our agent in obtaining all permits required by SOUTHOLD TOWN, SUFFOLK COUNTY and NEW YORK STATE for the construction of our residence at 5704 Indian Neck Lane in Peconic, NY Geoge Engelk~ Sandra Engelke Date Date S A M U E L S & S T E E L M A N November 1,2006 Building Department Town Hall Southold, NY 11971 Re: The Engelke Residence 5704 Indian Neck Ln. Peconic, New York Attn: Mike Verity Enclosed please find materials required for application for a BUILDING PERMIT for the above referenced project, including: 1. Building Permit Application 2. Four (4) sealed sets Construction Drawings 3. Sealed Survey 4. SCDHS Sanitary Permit 5. DEC, N JR 6. Southold Town Trustees Permit 7. Southold ZBA Determination 8. Southold Town Sanitary Permit, 9 REScheck Energy Calculation 10 Window and Door Schedule 11 Letters of Authorization 12. Check for $150.00 Please review the enclosed and get back to me with any questions or concerns. If complete, please prepare a building permit, and notify my office regarding the total fee for that service. Thank you, encs. ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NEWYORK 11935 (631) 734 6405 FAX (631) 734 6407 New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 Phone: (631)444-0365 · FAX: (631)444-0360 Website: www.dec.state.ny.us LETTER OF NON JURISDICTION - ARTICLE 25 Denise M, Sheehan Commissioner George & Sandra Engelke 83 Chelsea Road Garden City, NY 11530 March 15, 2006 Re: Application #1-4738-03566/00001 Engelke Property, SCTM # 1000-98-5-14.3 Dear Mr. And Mrs. Engelke: Based on the information you have submitted the Department of Environmental Conservation has determined that the property landward of the topographic of the bluff as shown on the survey prepared by John T Metzger dated Feb 23, 2006, is beyond Article 25 (Tidal Wetlands Act) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your proj bet (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Mark Carrara Deputy Permit Administrator CC: Nancy Steelman, R.A. MHP file Board Of $outhold Town Trustees SOUTHOLD, NEW YORK ISSUED TO ...~...G..E..O..R.~....A...N..D._..S...A..'~p.~...~OELK~: ............. Pursuant to the provisions of Chapter 615 of {*he Laws of the State of New York, 1893; and Chapter 404 of the ~ws of the State of New Yorlc 1952: and the Southold ToWn Ordinance en- t~led ,"REgUlaTINg= AND .THE :PLACING. OF: OBSTRUC~t~HS IN AND ON TOWN WATERS AND PUBLIC LANDS and**the REK4OVAL OF SAND, C~RAVEL.* OR OTHER MATERIALS.F.~O~ LANDS .UNDER TOWN'WATERS;~. and in a~:co~dance wi~:h 'the Resolution of The Board adopted afa meeting held on .~7..~.]:.~?~'~. ....... . ~.g.~.6., end ~n consideration of the sum of $.2~5.0...~ ......... paid by of : ~eco~:L¢ . .. N. Y. and subject fo the Terms and Conditions listed on the revers~ si~e hereof, of Soufhold Town' Trustees authorizes and permlh the folJow~ng: residence, cottage anti garage. Construct new rdsJdenCe, pool, sanitary system, and renovate the existing house into a beach house and all as depictad on the plans prepared by Samuels and Steelman Architects revised May 30, 2006. all in 'accordance with the defalJed spedficaf|ons as presented in · the odg{naflng appllcafiom IN WITNESS WHEREOF, The said Board Of Trustees here- by causes ifs Corporate Seal ~'o be affixed, an~ these presenb ~o b~ ,ubscn'bed by ;a'rnajodJy of the sald Board .as of fhls date. James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen John Holzapfel Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 May 17, 2006 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Ms. Nancy Steelman Samuels & Steelman Architects 25235 Main Rd. Cutchogue, NY 11935 RE: GEORGE & SANDRA ENGELKE 5704 INDIAN NECK LANE, PECONIC SCTM#98-5-14.3 Dear Ms. Steelman: The Board of Town Trustees took the following action during its regular meeting held on May 17, 2006 regarding the above matter: WHEREAS, Samuels & Steelman Architects on behalf of GEORGE & SANDRA ENGELKE applied to the Southold Town Trustees for a permit under the provisions of Chapter 97 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated March 17, 2006, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on May 17, 2006, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the proposal complies with the standards set forth in Chapter 97 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT RESOLVED, that the Board of Trustees approve the application of GEORGE & SANDRA ENGELKE to remove an existing residence, cottage and garage. Construct new residence, pool, terraces and sanitary system, and renovate the existing house into a beach house and all as depicted on the plans prepared by Samuels and Steelman Architects revised May 30, 2006. Permit to construct and complete project will expire two years from the date the permit Is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of $50.00 per inspection. (See attached schedule.) This is not a determination from any other agency. Fees:$100.O0 Very ~ur~. ,~¢~ James F. King President, Board of Trustees JFK/hkc Permit # Permit Date =REScheck Software Version 3.7.3 Compliance Certificate Project Title: ENGELKE RESIDENCE Report Date: 11/01/06 Data filename: Z:~Common autocad files~ACTIVE PROJECTS~Engelke\Energy Calculations.rck Energy Code: New York State Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 20% Heating Degree Days: 5750 Construction Site: 5704 Indian Neck Lane Peconic, NY 11958 Owner/Agent: SANDRA AND GEORGE ENGELKE 83 CHELSEA ROAD GARDEN CITY, NY 11530 DesigneflContractor: Nancy Steelman Samuels & Steelman Architects 25235 Main Road Cutchogue, NY 11935 631 734 6405 Ceiling 1: Flat Ceiling or Scissor Truss: Ceiling 2: Flat Ceiling or Scissor Truss: Ceiling 3: Cathedral Ceiling (no attic): Wall 1: Wood Frame, 16" o.c~: Window 1, Ex2: Wood Frame:Double Pane with Low-E: Wall 2: Wood Frame, 16" Window 2, Cx2: Wood Frame:Double Pane with Low-E: Window 3, Jx2: Wood Frame:Double Pane with Low-E: Wall 3: Wood Frame, 16" o.c.: Wall 4: Wood Frame, 16" o.c.: Door 1, 115: Glass: Wall 5: Wood Frame, 16" o.c.: Window 4, T: Wood Frame:Double Pane with Low-E: Window 5, O: Wood Frame:~)ouble Pane with Low-E: Wall 6: Wood Frame, 16" o.c.: Window 6. Q: Wood Frame:Double Pane with Low-E: Wall 7: Wood Frame, 16" o.c: Window 7: Wood Frame:Double Pane with Low-E: Door 2, 118: Glass: Wall 8: Wood Frame, 16" o,c.: Door 3, 119: Solid: Door 4,219: Solid: Wall 9: Wood Frame, 16" o,c.: Window 8, Ex2: Wood Frame:Double Pane with Low-E: Wall 10: Wood Frame, 16" Door 5, 127: Glass: Door 6, 128: Glass: 1452 30.0 2.0 48 467 30.0 3.0 15 1274 30.0 2.0 41 308 19.0 2.2 15 32 0.340 11 374 19.0 2,2 17 30 0.340 10 36 0.340 12 96 19.0 2.2 5 396 19.0 2.2 19 62 0.280 17 96 19.0 2.2 5 7 0.340 2 4 0,340 1 220 19.0 2.2 11 26 0.340 9 176 19.0 2.2 8 16 0.340 5 21 0.200 4 176 19.0 2.2 8 21 0.300 6 21 0.300 6 248 19.0 2.2 12 32 0.340 11 197 19.0 2.2 7 21 0.340 7 48 0.340 16 ENGELKE RESIDENCE Page 1 of 8 Wall 11; Wood Frame, 16" n.c.: Door 7, 129: Glass: Wall 12: Wood Frame, 16" n.c.: Door 8, 130: Glass: Wall 13: Wood Frame, 16" n.c.: Window 9, K: Wood Frame:Double Pane with Low-E: Wall 14: Wood Frame, 16" o.c.: Window 10, L: Wood Frame:Double Pane with Low-E: Door 9, 101: Glass: Door 10, 102: Glass: Wall 15: Wood Frame, 16" n.c.: Window 11, K: Wood Frame:Double Pane with Low-E: Wall 16: Wood Frame, 16" n.c.: Window 12, N: Wood Frame:Double Pane with Low-E: Window 13, N: Wood Frame:Double Pane with Low-E: Door 11,103: Glass: Door 12, 104: Glass: Wall 17: Wood Frame, 16" n.c.: Window 14, F: Wood Frame:Double Pane with Low-E: Wall 18: Wood Frame, 16" n.c.: Window 15, A: Wcod Frame:Double Pane with Low-E: Window 16, F: Wood Frame:Double Pane with Low-E: Wall 19: Wood Frame, 16" n.c.: Window 17, H: Wood Frame:Double Pane with Low-E: Wall 20: Wood Frame, 16" n.c.: Window 18, I: Wood Frame:Double Pane with Low-E: Wall 21: Wood Frame, 16" n.c.: Window 19, H: Wood Frame:Double Pane with Low-E: Wall 22: Wood Frame. 16" n.c.: Window 20, F: Wood Frame:Double Pane with Low-E: Wall 23: Wood Frame, 16" n.c.: Window 21, F: Wood Frame:Double Pane with Low-E: Wall 24: Wood Frame. 16" n.c.: Wall 25: Wood Frame, 16" n.c.: Window 22,'G: Wood Frame:Double Pane with Low-E: Wall 26: Wood Frame, 16" n.c.: Window 23, H: Wood Frame:Double Pane with Low-E: Wall 27: Wood Frame, 16" n.c.: Window 24, M: Wood Frame:Double Pane with Low-E: Wall 28: Wood Frame, 16" n.c.: Window 25, H: Wood Frame:Double Pane with Low-E: Wall 29: Wood Frame, 16" n.c.: Window 26, G: Wood Frame:Double Pane with Low-E: Window 27, F: Wood Frame:Double Pane with Low-E: Basement Wall 1: Solid Concrete or Masonry: Floor 1: Ali-Wood Joist/l'russ:Over Unconditioned Space: Floor 2: Ali-Wood JoistJTrus~Over Outside Air: 152 19.0 2.2 6 48 0.340 16 193 19.0 2.2 5 96 0.340 33 96 19.0 2.2 5 7 0.340 2 308 19.0 2.2 8 64 0.340 22 48 0.340 16 48 0.340 16 96 19.0 2.2 5 7 0.340 2 352 19.0 2.2 12 25 0,340 9 25 0.340 9 48 0.340 16 48 0.340 16 203 19.0 2.2 10 32 0.340 11 368 19.0 2.2 18 13 0.340 4 32 0.340 11 107 19.0 2.2 5 20 0.340 7 371 19.0 2.2 17 62 0.340 21 107 19.0 2.2 5 20 0.340 7 317 19.0 2.2 16 32 0.340 11 148 19.0 2.2 6 32 0.340 11 122 19.0 2.2 7 217 19.0 2.2 9 48 0.340 16 108 19.0 2.2 5 20 0.340 7 371 19.0 2,2 16 79 0.340 27 108 19,0 2.2 5 20 0.340 7 396 19.0 2.2 18 48 0.340 16 32 0.340 11 3170 0.0 13.0 276 3170 19,0 2.6 133 48 30.0 1.9 1 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements~ When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knov~edge, belief, and professional judgment, such plans or specifications are in compliance with this Code. Builder/~esigner ~ N~meme D~te' / ENGELKE RESIDENCE Page 2 of 8 REScheck Software Version 3.7.3 Inspection Checklist Date: 11/01/06 Ceilings: ~1 Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity + R-2.0 continuous insulation Comments: F~ Ceiling 2: Flat Ceiling or Scissor Truss, R-30.0 cavity + R-3.0 continuous insulation Comments: ~1 Ceiling 3: Cathedral Ceiling (no attic), R-30.0 cavity + R-2,0 continuous insulation Comments: Above-Grade Walls: Wall 1: Wood Frame, 16" n.c., R-19.0 cavity + R-2.2 continuous insulation Comments: I~l Wall 2: Wood Frame, 16" n.c., R-19.0 cavity + R-2.2 continuous insulation Comments: ~1 Wall 3: Wood Frame, 16" C.C.. R-19.0 cavity + R-2.2 continuous insulation Comments: I~1 Wa~i 4: Wood Frame, 16" o.c., R-19.0 cavity + R-2.2 continuous insulation Comments: Wall 5: Wood Frame, 16" n.c., R-19.0 cavity + R-2.2 continuous insulation Comments: Watl 6: Wood Frame, 16" c.c., R-19.0 cavity + R-2.2 con nuous insulation Comments: Wall 7; Wood Frame, 16" c.c., R-19.0 cavity + R-2,2 cont nuous insulation Comments~ Wall 8: Wood Frame, 16" n.c., R-19.0 cavity + R-2.2 continuous insulation Comments: ~ Wall 9: Wood Frame, 16" n.c., R-19.0 cavy + R-2 2 continuous insulation Comments:. Wall 10: Wood Frame, 16" c.c., R-19.0 cavity + R-2.2 continuous insulation Comments: I~1 Wall 11: Wood Frame, 16" c.c., R-19.0 cavity + R-2.2 continuous insulation Comments: [] Wall 12: Wood Frame, 16" c.c., R-19,0 cavity + R-2.2 con nuous insulation Comments: Wall 13. Wood Frame, 16 o.., R-19.0 cavity + R-2.2 continuous insulation Comments: Wall 14: Wood Frame, 16" c.c., R-19.0 cavity + R-2.2 continuous insulation Comments: [] Wall 15: Wood Frame, 16" c.c., R-19.0 cavity + R-2.2 continuous insulation Comments: 16 c.c., R-19.0 caw y R-2,2 continuous insulation I~1 Wall 16: Wood Frame, " 't + Comments: Wall 17: Wood Frame, 16" n.c., R-19.0 cavity + R-2.2 continuous insulation Comments: _ [] Wall 18: Wood Frame, 16" n.c. R-19.0 cavity + R-2.2 continuous insulation Comments: Wall 19: Wood Frame, 16" n.c., R-19.0 cavity + R-2,2 continuous insulation Comments: Wall 20: Wood Frame, 16" n.c., R-19.0 cavity + R-2.2 continuous insulation ~N-~ELKE RESIDENCE Page 3 of 8 , / Comments: I~1C~~)mments:Wa 21: Wood__Frame, 16" o.c., ~R-tg'0 cavity + R-2.2 cont.nuous ,nsu.at.on all 22: Wood Frame, 16 c.c., R-19.0 cavity + R-22 continuous insulation Comments: Wall 23: Wood Frame, 16" o.c., R-19.0 cavity + R-2,2 continuous insulation Comments: I~1 Wall 24: Wood Frame, 16" o.c., R-19.0 cavity + R-2.2 continuous insulation Comments: r~l Wall 25: Wood Frame, 16" o.c., R-19.0 cavity + R-2.2 continuous insulation Comments: I~1 Wall 26: Wood Frame, 16" o.c,, R-19.0 cavity + R-2.2 continuous insulation Comments; I~1 War127: Wood Frame, 16" o.c., R-19.0 cavity + R-2.2 continuous insulation Comments: Wall 28: Wood Frame, 16" c.c., R-19.0 cavity + R-2.2 continuous insulation Comments: Wall 29: Wood Frame, 16" o.c., R-19.0 cavity + R-2.2 continuous insulation Comments: Basement Walls: Basement Wall 1: Solid Concrete or Masonry, 10.8' hr/10.3' bg/2.0' insul, R-13.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. Windows: [] Window 1, Ex2: Wood Frame:Double Pane with Low-E. U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes Comments: No [] Window 2, Cx2: Wood Frame:Double Pane with Low-E. U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes Comments: No Window 3, Jx2: Wood Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes Comments: No Window 4, T: Wood Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No Window 5, O: Wood FramE:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No Window 6, Q: Wood Frame:Double Pane with Low-E, U-factor: 0,340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 7: Wood Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Comments: Yes__No I~1 Window 8, Ex2: Wood Frame:Double Pane with Low-E, U-~ctor: 0.340 Page 4 of 8 iiil Yes __ No #Panes Frame Type Thermal Break? __ Yes No Comments: [-I Window 10, L: Wood Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? __ Yes No Comments: ~1 Window 11, K: Wood Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes __ No Comments: r~ Window 12, N: Wood Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-faders, describe features: #Panes Frame Type Thermal Break? Yes __ No Comments: ~1 Window 13, N: Wood Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes __ No Comments: I~Window 14, F: Wood Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: [] Window 15, A: Wood Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Fi Window 16, F: Wood Frame:Double Pane with Low-E U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes No Comments: [] Window 17, H: Wood Frame:Double Pane with Low-E U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Therma~ Break? Yes No Comments: [] Window 18, h Wood Frame:Double Pane with Low~E U-factor: 0.340 For windows without labeled U-factors, describe features; #Panes Frame Type Thermal Break? Yes No Comments: []Window 19, H: Wood Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes __ No Comments: [] Window 20, F: Wood Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes __ No Comments: I~ Window 21, F: Wood Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes __ No ENGELKE RESIDENCE Page 5 of 8 Comments: Window 22, G: Wood Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes Comments: No Window 23, H: Wood Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes Comments: No Window 24, M: Wood Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes Comments: No r~l Window 25, H: Wood Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Comments: Yes No Window 26, G: Wood Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes Comments: No Window 27, F: Wood Frame:Double Pane with Low-E. U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No Doors: Door 1, 115: Glass, U-factor: 0.280 Comments: Door 2,118: Glass, U-factor: 0.200 Comments: Door 3, 119: Solid, U-factor: 0.300 Comments: Door 4,219: Solid, U-factor: 0.300 Comments: Door 5, 127: Glass, U-factor: 0.340 Comments: Door 6, 128: Glass, U-factor: 0.340 Comments: Door 7, 129: Glass, U-factor: 0.340 Comments: Door 8, 130: Glass. U-factor: 0.340 Comments: Door 9, 101: Glass, U-factor: 0.340 Comments: Door 10, 102: Glass, U-factor: 0340 Comments: Door 11,103: Glass, U-factor: 0.340 Comments: Door 12, 104: Glass, U-factor: 0.340 Comments: Floors: I~1 Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity + R-2.6 cont nuous insulation Comments: ~1 F ocr 2: Ali-Wood Joist/Truss:Over Outside Air, R*30.0 cavity + R-1.9 continuous insulation Comments: Air Leakage: Joints, penetrations, and all other such openings in the buitding envelope that are sources ol~ air leakage must be sealed, Recessed lights must be 1 ) Type lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-lC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: [] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: [] Materials and equipment must be installed in accordance with the manufacturer's installation instructions, ~1 Materials and equipment must be identified so that compliance can be determined. ~1 Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided [~J Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: ~1 Supply ducts in unconditioned attics or outside the building must be insulated to R-8. I~1 Return ducts in unconditioned attics or outside the building must be insulated to R-4. [] Supply ducts in unconditioned spaces must be insulated to R-8. [] Return ducts in unconditioned spaces (except basements) must be insulated to R- [] Return ducts in uncondifloned spaces (except basements) must be insulated to R-2. , thsulation is not required on return ducts in basements. Duct Construction: [] All joints, seams, and connecfions must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or ~3pes. Tapes and mastics must be rated UL 181A or UL 181B. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 [] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zorle. Electric Systems: [] Separate electric meters are required for each dwelling unit. Fireplaces; Fireplaces must be installed with tight fitting non-combustible fireplace doors. Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable, Service Water Heating: Water heaters with verbcal pipe risers musl have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is par[ of a circulating system Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [] Insulate circulating hot water pipes to the levels in Table Swimming Pools: [] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non~depletable sources. Pcol pumps require a time clock Heating and Cooling Piping Insulation: [] HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table Page 7 of 8 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature (°F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2" Runouts 1" and Less 1.25" to 2.0" 2.5'* to 4*' Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Page 8 of 8 WINDOWS GENERAL Provide window units by ANDERSEN, Inc. as per WINDOW SCHEDULE, FLOOR PLANS and ELEVATIONS. Verify window schedule with Architect prior to placing order. WINDOW FEATURES Wood Storm Watch window units with impact resistant glazing Factory mulled multiple units Low-E 4 insulating glass Simulated divided (interior and exterior) lights with 7/8 glazing bars Divided light without spacers Matching screens in white Factory applied extension jambs of required width Grade 60 coastal hardware package in white Egress function where applicable Standard interior hardware Factory primed on all units WINDOW SCHEDULE ANDERSON STORM WATCH All dimensions shown are single unit frame dimension (h x w) TYPE UNIT A TW 30310 B TW 3842 C TW 3046 D NOT USED E TVV 3041O F 2@ TW 30410 G 3@ TW 30410 H TW 38410 I DHP 56410 2@ TW20410 TWT 5627 J 2@ TW 3056 K TWT 3817 L DHP 5662 2@ TW 2062 M DHP 5662 2@ TVV 2062 TWT 5610 N FWG 3380 O OVL 3020 P BSMT 2817 Q 2@ CXW145 R AN251 SIZE (h xw) 4'0-7/8" X 3'1- 5/8" 4'4-7/8" X 3'9- 5/8" 4'8-7/8" X 3'1- 5/8" 5'0-7/8" X 3'1- 5/8" 5'0-7/8" X 6'4" 5'0-7/8" X 9'6- 3/8" 5'0-7/8" X 3'9-5~8" 7'10-3/16" X 10'2-9/16" 5'8-7/8" X 6'4" 1'9-5/16" X 3'9- 5/8" 6'4-7/8" X 10'2-9/16" 9'2-3/16" X 10'2-9/16" 7'11-1/2" X 3'2" 2'0" X 2'11-15/16" 1'7-1/4" X 2'7-5/8" 4'4-13116" X 6'0" 1'8-1/2" X 2'4-3/8" Engelke Residence 15 S 2@ TWT 3015 T TW 20310 1'7-5/16" X 6'3-1/4" 4'0-7/8" X 2'1-5/8" (ALTERNATE#2) (non-impact glazing wood wright series) GENERAL Provide window units by ANDERSEN, Inc. as per WINDOW SCHEDULE, FLOOR PLANS and ELEVATIONS. Verify window schedule with Architect prior to placing order. WINDOW FEATURES Factory mulled multiple units Low-E 4 insulating glass with Simulated divided (interior and exterior) lights with 7/8" glazing bars with spacer bars as shown on ELEVATIONS Matching screens in white Factory applied extension jambs of required width Grade 60 coastal hardware package in white Egress function where applicable Standard interior hardware Factory primed on all units Plywood storm panel WINDOW SCHEDULE All dimensions shown are single unit frame TYPE UNIT A WDH 30310E B WDH 3842E C WDH 3046E D NOT USED E WDH 30410 F 2@ WDH 30410E G 3@ WUDH 30410E-3 H WDH 38410E I OE-WPW 56410 2@ WDH 20410 WTR 5627 J 2@ WDH 3056E-2 K WTR 3817(F) L WPW 5662 2@ WDH 2062 M WPW 5662 2@ WDH 2062 WTR 5627 N FWG 3380 O OVL 3020 dimension (w x h) SIZE (h xw) 4'0-7/8" X 3'1- 5/8" 4'4-7~8" X 3'9- 5/8" 4'8-7/8" X 3'1-5~8" 5'0-7/8" X 3'1-5/8" 5'0-7/8" X 3'1-5/8" 5'0-7/8" X 3'1-5/8" 5'0-7/8" X 3'9-5/8 7'10-5/16" X 9'10-13/16" 5'8-7/8" X 3'0-3/8" 1'9-5/16" X 3'9-5/8" 6'4-7/8" X 9'10-13/16" 9'2-5/16 X 9'10-13/16" 7'11-1/2" X 3'2" 2'0" X 2'11-15/16" Engelke Residence 16 P BSMT 2817 Q 2@ CXW 245 R AN251 S WTR 3015-2 T WDH 20310 1'7-1/4" X 2'7-5/8" 4'4-13/16" X 5'11-5/8" 1'8-1/2" X 2'4-3~8" 1'7-5/16"X 6'3-3/8" 4'0-718" X 2'1-5/8" DOORS GENERAL Provide all doors as shown on PLANS and in SCHEDULE. Handle, store, fit, hang, prepare for finishing and finish as per manufacturers directions. EXTERIOR WOOD DOORS Provide 1-3/4" thick exterior fir doors by SIMPSON MASTERMARK, Inc., sealed and installed per manufacturer's directions. EXTERIOR GLASS DOORS Provide clad exterior doors by ANDERSEN, Inc., with same features as windows and operable as shown. Provide Sliding Screen Doors by ANDERSEN, Inc. For (ALTERNATE#2.) (non-impact glazing wood wright series) provide plywood storm panel INTERIOR PAINTED DOORS Provide 1-3/4" thick ENCORE doors by SIMPSON MASTERMARK, Inc. six panel doors, painted, pre-hung with hinges to match hardware finish. Provide 45 min rated door at "Door 119 & BI" SCREEN DOORS Provide sliding screen doors by ANDERSEN, Inc at all ANDERSEN exterior doors. DOOR SCHEDULE ~_ Size (HxW) BI 2@ 7'0" x 3'0" B2 Not used B3 Not used 101 7'11-1/2" x 5'11-1/4" 102 103 104 7'11-1/2" x 5'11-1/4" 7'11-1/2" x 5'11-1/4" 7'11-1/2" x 5'11-1/4" 105 Not used 106 7'0" x 2'10" Unit 6 panel painted Notes 45 min fire rated door FWH6080 (APLR) ANDERSON STORM WATCH FWH6080 (APLR) ANDERSON STORM WATCH FWH6080 (APLR) ANDERSON STORM WATCH FWH6080 (APLR) ANDERSON STORM WATCH Simpson 8516 painted Engelke Residence 17 t07 7'0" x 2'10" Simpson 8516 108 7'0" x 2'10" Simpson 8516 '109 7'0" x 2'10" Simpson 8516 110 2@ 7'0"x 1'0" Simpson 8516 111 7'0" x 2'10" Simpson 8516 112 7'0" x 3'0" Simpson 8516 '1'13 7'0" x 2'10" Simpson 8516 114 7'0" x 3'0" Simpson 8516 115 )ocket hdw painted )ocket hdw painted )ainted )ainted )ainted )ainted )ainted )ainted 8'0" x 3'6" Simpson 7512 w/sidelights 2@ 8'0" x 2'0" Simpson 7512 '116 7'0" x 2'6" Simpson 8516 '117 2@ 7'0"x 3'0" Simpson 8516 '118 7'0"x 3'0" Simpson 7944 119 7'0"x 3'0" 6 panel insulated '120 7'0" x 3'0" Simpson 8516 121 2@ 7'0" x 2'0" Simpson 8516 122 7'0" x 3'0" Simpson 8516 123 7'0" x 2'0" Simpson 8516 124 2@ 7'0"x 1'10" Simpson 8516 125 2@ 7'0" x 1'10" Simpson 8516 126 7'0" x 2'10" Simpson 8516 127 7'11-1/2" x 3'2" FWG3380 (S) 128 '129 130 painted painted painted 45 min fire rated door pocket hdw painted painted painted painted painted painted painted ANDERSON STORM WATCH 7'11-1/2" x 5'11-1/4" FWH6080 (APLR) ANDERSON STORM WATCH 7'11-1/2" x 5'11-1/4" FWO6080 (APLR) ANDERSON STORM WATCH 7'11-1/2" x 12'1" FWH3180-FWH6080-FWH3180 (S-APLR-S) ANDERSON STORM WATCH 201 2@ 7'0"x2'6" Sim 202 7'0" x 2'10" Sim 203 7'0" x 2'10" Sim 204 7'0" x 2'6" Sim 205 7'0" x 2'6" Sim 206 7'0" x 2'10" Sim 207 4@ 7'0" x 10" Sim 208 2@ 7'0"x 1'0" Sim 209 7'0" x 3'6" Sim 2'10 7'0" x 3'6" Sim 211 2@ 7'0" x 1'2" Sim 212 8'0" x 2'10" Sim 9son 8516 3son 8516 3son 8516 3son 8516 ~son 8516 3son 8516 3son 8516 3son 8516 ~son 8516 ~son 8516 ~son 8516 ~son 8516 painted painted painted painted painted painted painted painted painted painted painted painted bifold bifold pocket pocket Engelke Residence 18 213 2@ 7'0"x 1'2" 214 7'0" x 2'10" 215 2@ 7'0"x2'6" 216 2@ 7'0"x3'0" 217 7'0" x 2'10" 218 7'0" x 3'0" 2t9 7'0" x 2'8" 220 7'0" x 2'8" Sim Sim Sim Sim Sim Sim Sim Sim 3son 8516 3son 8516 3son 8516 3son 8516 3son 8516 3son 8516 3son 8516 3son 8516 painted painted painted painted painted painted painted painted (ALTERNATE#2) 101 102 103 104 7'11-1/2" x 5'11-1/4" 7'11-1/2" x 5'11-1/4" 7'11-1/2" x 5'11-1/4" DOOR SCHEDULE (non-impact glazing wood wright series) provide plywood storm panel Size (HxW) Unit Notes 7'11-1/2" x 5'11-1/4" FWH6080 (APLR) ANDERSON WOOD WRIGHT FWH6080 (APLR) ANDERSON WOOD WRIGHT FWH6080 (APLR) ANDERSON WOOD WRIGHT FWH6080 (APLR) ANDERSON WOOD WRIGHT 127 128 129 130 7'11-1/2" x 3'0-1/8" 7'11-1/2" x 5'11-1/4" 7'11-1/2" x 5'11-1/4" 7'11-1/2" xl 1'11-7/8" FWH3180 (AL) ANDERSON WOOD WRIGHT FWH6080 (APLR) ANDERSON WOOD WRIGHT FWO6080 (APLR) ANDERSON WOOD WRIGHT FWH3180-FWH6080-FWH3180 (S- APLR-S) ANDERSON WOOD WRIGHT FINISH HARDWARE GENERAL Provide Distressed Antique Nickel hardware by BALDWIN, Inc., on ail doors, including: hinges, lock cylinders and keys, latch sets, weatherstripping for exterior doors, and thresholds. Provide passage latches on all openings, "dummy" knobs with magnetic catches at double closet doors, and privacy locks on bedroom and bathroom doors. Provide Distressed Antique Nickel finish at interior of all Bathrooms. Review SCHEDULE with Owner prior to placing order. Engelke Residence 19 . /o~,)- ~/i-~-_j,/,~TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER ~ORMER OWNER ~-J N ~/~"/~e~,~e/-~ ~ND IMP. TOTAL DATE VILLAGE W COM'M. (] CB. MICS. Mkt. REMARKS LOT TYPE OF BUILDING rolue 0 O~J O0 ~ ?- L AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Value Per Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland House Plot Total DEPTH BULKHEAD DOCK COLOR TRIM Extension Extension /6 ,Y ~. ? Extension Porch / v .Y ,,' N' = Porch~, c ,~ P~tio O. Bo Total Foundation Basement , Walls ]Fire Place Roof Recreation Room Dormer Bath Floors Interior Finish Heat Rooms Ist Floor Rooms 2nd Floor Driveway Dinette LR. :DR. BR. FIN. B //~,,~.~ADE LINE I~l PYATION Iq3. FT. X eRADE LINE FI I=VAI"IOH 305 ,,'~,~'. 1 ~ ,,~.,~. ~'~,,~.,~ I I1" ,~-~ ~-,o.-~ ~-. ,~ Li=+i~,/I .ILm.+l~=r /I m +l~'-/I - '"'"~'~'"J '~' "~" ~ I "~ "~' [', ~ ~ ~='-~" I, '~'-~" .I ~'~" ! ~" SEPTIC PROFILE RESIDENCE (N.T.S.) I~1~ ~'~ ',, ~ SI I I: DATA 9/~ SCTM # t~0~05-14~ PROPERTY: ~ I~ ~ ~e ~SS P~n~ ~. O~ER: ~D~ ~ GEORGE EN~ ~N C~, ~. 11~ SI~: t~,414~ ~. ~. = 2.9939 AC~S Z~ING: R-~ SUR~YO~ PEC~SU~Y~ P.C. P.O. ~X S~OLD, NY. tt~1 LOCATION MAP 0 5¥~TEM TO ~ FII I mm IN I~I~H 67'4~4e" E z- ~ % I='S~,JEC, T ~ITE -- ~ I t41.18' I~, Po~'rloH ~ ~1~ ~ EI~ ~ BY ~RK McDONALD ~ :. ,~ ~o ~ ~-~l ~ ~ ~o TEST HOLE ~c,~.c~ ~ J ~ - ~.~ ~ , q ~1~ ~IT~ __~ SOUTHOLD, ~ J ~ ' ' " LI~ N~ YORK 11971 ~ TEST HOLE DATA , ~ ~. 4,0 ~. BRO~ SIL~ SAND SM ~ ~ PALe BR~N ;NE ~ 18 17 ~. ~ ' ~ '' ~-~ NO WA~R ENCOUNTERED ~1 - / ~ ~ ~, m~ e~ I I t{ ~ ~FOLKCOu~DEP~ENTOFH~TH SERVICES = ~ ~ DlS~l~x~),ml~ ~.~ ~4 i PER~ FOR APPROVAL OF CONSTRUCTION FOR A ~,~/ I ~ ~) ~ ~ ~ I t2 ~ ~ TO ~ SINGLE FAMiW RESIDENCE AND TOT~ ~IMUM B~R~ ~ ..~.. HOG NECK BAY HOG NECK ~Y ' .... ~ --' - '" ~ TOTAL SITE P~N ~ ~. EN~RGED PARTIAL SITE P~N SCOHS SUBMISSION 3/14/06 SP S.C.D.H.S. REF. ~ R10-06-02£I 0p N SURVEY OF PROPERTY AT INDIAN NECK TOWN O? SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-98-05-14.3 $CAL~: 1'=50' OCTOBER 20, 2004 DECEMSER 15, 2004 (CERI1FtCATIONS) JUNE 1Z, 2005 FEBRUARY 23, 2006 {TOP OF BLUFF} JANUARY 25, 2007 {FOUNDA770N LOCATION) JULY 25, 2007(LIPA EASEMENT) MAY 29, 200S (FINAL} .o r,¢~' The location of the water line and cesspools shown hereon ore from field observations and or from data obtained from others. CERTIFIED TO: ENTRUST DTLE AGENCY LLC TITLE/t S-2410635 SANDRA ENGELKE I=MONUMENT · =PIPE '*.=STAKE AREA=2'~'' 79 ACRES TO 71E LIi~ ANY ALTERATION OR ADU~. ~ - THE N'ft, TO THIS SURVEY IS A VIOLATION OF SECTION 72090t ~n ~ , - -S PER SECTION 7209-~K STATE EDUCATION LA~ EXCEP I A ' ........ r~ rut¢ MAP'~StON 2 ALL CERTIFICA~TCi¢S ~ F~ THEREOF ONLY Z' SAID MAP OR COPIES SEAR THE IMPRE,~ ~EAL ~ ,~ID SURVEYOR WHOSE SIONATHRE APPEARS HEREON. ~ EVA ~ONS REFERENCED TO N.C.V.D. LIC. NO. 49618 YORS, P.C. (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 12.30 TRAVELER STREET SOUTHOLD, N.Y. 11971 SURVEY OF PROPERTY AT INDIAN NECK TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-98-05-14.3 SCALE: 1'--50' OCTOBER 20, 2004 DECEMBER I~,, 2004 (CERTIFTCATIONS) MARCH 1~, 2005 JUNE I$, 2005 FEBRUARY 25, 2006 (TOP OF BLUFF) JANUARY 25, 2007 {FOUNDATION LOCATION) CERTIFIED TO: ENTRUST TITLE AGENCY LLC TITLE ,,fi S-24106,3,3 SANDRA ENGELKE I=MONUMENT e=PIPE &=STAKE AREA=2.9959 ACRES TO TIE L/NE ANY ALI"BRAT/ON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72050F THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIF/OATIONS -~EON ARE VALID FOB THIS /gAP ANO COPIES THEREOF ONLY IF '4P OB COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR ~NA ~TIRF APPFARS HEREON, ELEVATIONS REFERENCED TO N.~. t~D. ,/PffCONIC SUP~YOR[ (6J1) 765-5020 FA. P.O. BOX 909 1230 TRAVELER STREET l~l~Cg tlOAP t am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by Ihe condllloas sel forth therein and on permll lo The locations of we/is and cesspools shown hereon are Irom field observe/ions and or from data obtained from o/hers, CERTIFIED TO~ ENTRUST TITLE AGENCY LLC Title # S - 2410633 SANDRA ENGELKE SURVEY OF PROPERTY AT INDIAN NECK TO'TN OF SOUTHOLD SUFFOLK COUNTI~, N.Y. 1000-~B-05-14.$ SCALE: 1'--50' OCTOBER 20, 2004 Dec. I$, ~004 (CERTIFICATIONS) Mar, II, 2005 trevision) JUNE /J, 2005 (BofH EXISTING SEPTIC SYSTEM TO BE FILLED IN OR REMOVED I=MONUIJEN T ®=PIPE &=STAKE AREA= 2.9939 Acres TO TiE LINE ANY ALTERATION OR ADDITION TO THIS SURVEy IS A ~OLATI~' OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE-- - OF OCCUPANCY ENCLOSE POOL TO CODE UPON COMPLETION BEFORE "WATER" INDIAN NECK LANE EX~'nN~ .~00E. ~T~ LINE UN~ER IN~IAN "IMMEDIATELY" ~ UNDERm~RS CERIIR~ REQUIRED DO NOT PROCEEBWITH FRAMING UNTILSURVEY , ,OFFOUNDATION LOCATION L HASBEENAPPROVED, APPROVEDASNOTED NOTIFY BUILDING DEPARTMENT AT 765-1802 8AM TO 4PM FOR THE FOLLOWING iNSPECTiONS: 1. FOUNDATION - ~0 REQUIREB FOR POURED CONCR~E 2. ROUGH - FRAMING & PLUMBING 3. INSUlT]ON 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS 0F THE CODES OF NEW YORK STA~~ FOR ~ DES G~~H~oRs· ~ IT 15 LOGA~ IN ~ t~ ~I~HT DP ~ PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF T CODES OF NEW YORK 8TATE. I CERTIFICATION OF NAILING N/O/F PLUMBER CERTIFICATION ON LEAD CON~ENT BEFORE CERTIFICATE OF OCCUPAN~y $Ot-DER ~USED IN WATER" SUPPLy SY~ $TEM CANNOT EXCEED 2/10,0F 1~ LEAo. Lq'ILl'Df' POLE N& UNDER~P, OUND VAULT FO~ J&[ATE~, E~IpPL¥ ~M ~BLI~ ~ MAIN ~ODO o" did UNPE'~:B,I~UND PIAT~. LINE UNDEt~* Dt~,IVI-'PIA¥ TIED INTO VAULT AT INDIAN NECK I-&NE I Dt~,I~q~A¥ TO BE ~,EECJPJ~ACED COMPLETE CON~'rPJJCTION OF RE~IPENCE NEW 2" dl~ UN~_'~,f~:~U'ND I~IA'f'Ef~ LINE OVERHEAD ~IRE~ TO .UNDE~2UN~ TANK ~ ~ITH ~L ~1~ ~IT~IN~ P~OM MAIN ELE~I~ 5~VI~E TO ~A~E TO REMOVED ELECTRIC SITE DATA SCTM # 1000-98-05-14.3 PROPERTY: ADDRESS OWNER: SITE: ZONING: 5704 Indian Neck Lane Peconic, NY. SANDRA AND GEORGE ENGELKE 83 CHELSEA ROAD GARDEN CITY, NY. 11530 130,414.28 SQ. FT, = 2.9939 ACRES R-80 SURVEYOR: PECONIC SURVEYORS P.C. P,O. BOX 909 1230 TRAVELER STREET SOUTHOLD, NY. 11971 LICENSE# 49618 DATED March 11, 2005 LOCATION MAP COMPLY WITH ALL CODES Of oil AN~ BLUE ~TONE 5UI~FACE OVE~ ' '~ ':' · "" :' "'"" "..:..C' ~ FROM NEPI UTILITY PO~ TO ~ NEW YORK STATE & TOWN CODES N 67'48'40" E ~, '.'.' .7 ;.' :. '. '.'.' ' ~TOE TO ~ HOUSE AS REQU~ED AND CONDITIONS OF t41.18' - A5IPHALT ~AEE ~.' ...' .... O~HE~ SO,HOLD TOWN P~NING BOARD PlA~ PIP= 80~OLD TOWN TRUSTEES :e~ ~ _ _01 , ' TEST HOLE -- ~x~l~ ~P~ ~ ~ H~.~ , ~, ~ : ~ ~ 8EOSClENCE i ~ ~o~ =xl~Tm~ ACC~S~Y~ X ~ SOUTHOLD, ~~ ~o~ Nu ~cALE NEW YORK 11971 COUPLYWrm,CH~TER "46t ~Y TO BS TEST H~ )LE DATA (1/271~6) ~'~,~,, ' : I ' CONe~TION OF ~ PRY ~b~ TO DE CON~TO 1.0 FT. DARK BROWN LOAM OL ~ = PLAN SH~T ~ 2& EXI~TIN& BROW__N SILTY SAND SM ~ PALE BROWN FINE TO MEDIUM SAND SP WATER ENCOUNTERED =~ Exlslf~e House ~ POOL I ' TO B~, REHOVED J I TO BE ~MO~ ~XI~TIN~ ~' ~ TO ~HAIN ~ TIED INTO V~LT AT IN~IAN ~GK LANE ~ ~ /-- CF~,ADE LINE ELEVATION Iq.2 Pt. % 5P-JkDE LINE ELEVATION 20.5 FT. / -~..~AOE LINE ELEVATION m~.2 I= +m~ I~m j I~ + & O~ J I + ...... I~. I~.~ k ~OUNP ~at~. 45'-0" I~'-~" . J 12 SEPTIC PROFILE RESIDENCE SCALE: TOTAL SITE PLAN N.T.S. FINAL SET REVISED OCTOBER 25, 2006 =w.~ =w. =- 0513 DRAWN BY: UT CHECKED BY: NS DATE: September 8, 2006 ;CALE: 1"=20'-0" SHEET TITLE: SITE PLAN SHEET NO.: 1 WIND-BORNE DEBRIS PROTECTION FOR OPENINGS FOR HALL OPENIN® PI~.OTECTION OFI20 blF~H ~-St=CONP Y~INP ®LJSTS ( F'IAXI~Uh'I F'/EAN P.,OOF HEI®HT= ~5') SHUTTER ASSEMBLY N.T.S. FOR PANEL 5PANE, 0 < 4'0 ~IIDE SPAN 2S/B2" APA SPAN-RATeD 45/24 SHEATHING GRADE (OVERLAP AROUND OP~NIN~D 4") A~ACHING D~C~L PANEL= FAD~N TO BUILDIN~ elOxB" (~/~DHE~) GALVINIZED OR STAINLESS 5~EL AL~RNATI~ FAD~NE~ ~ DHUT~ TO ~10 TE~ NU~ A~AGHEO TO DLD~. ~/ elOxl-I/2 ( ~ HA~HINE DOLT ~ I2" 0.~. SHUTTER FOR PANEL SPANS, 4' OR P, IIDER 5PAN DB/B2" ADA SPAN-RATED 4,~/24 BHEATHINO CRAPE PLYWOOD (OVEP~.AP AROUND OPENINg5 4") 2x4 5~ON~-~A~5 ~ 24" O~ ~). A~A6HIN6 S~C~L PANEL: FAS~N TO BUILDING m/ ~00~ ~ ~ I~" 0.~. ~AOHI~ ~OLT ~ 12" 0.~. SECTION ASSEt'4~LY~ I/4" THICK BOLTS @ 2' CC WINDOWS - GLAZED OPENING pROTeCTION 15 REC~UIf~D FOR ALL GLAZED IN A660f~ANCE WITH LA~D HIDDILE TEST OF AS~ E Iq~ AND O~ A~ I~. PANELS TO DE ~GUT TO FIT OVER ~INgO~ ~ITH HARdWArE PROVIdeD. ~AS~N~5 TO ~ ~I~N~ TO ALI~N ~ITH ~lNgO~ JAGK ~05T5, HE~ER + 5ILL ~ANEL~ TO ~E ~AINTAINED ON LA~EL LO~ATION~ ON ~A~H COMPONENT AND CLADDING PRESSURE ZONES i00< e~.450 HOLD DOWN + SHEAR CONNECTION CRITICAL LOAD PATH SHALL cOf,4PL¥ Y',I/N"r'SE, C, C,,HAPTEt~. :~2DO4.~.& NAILING SCHEDULE TAKEN FROM 2001 EDITION !~.OOD FRAME CONSTf:~JCTION MANUAL, AMERICAN FOP-4~ST ~ PAPER ASSOCIATION 51ZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZEB RAFTEP~TOP PLATE C~=ILING JOIST/TOD PLATE CEILING JOIST/PARALLEL RAPT~R CEILING JOiSt LAP5 O~E PARTITION TOP FLA~ffOP PLA~ TOP PLA~ AT TOP or BOSOM PLA~/D~D BOTTOM PLA~/FLOOE JOIST/DILL, TOP PLA~ or BLOO~IN~/~ILL otTOP JOl~t ON LED~E~EAH ~AND JOIST/JOIST BAND JOInT/DILL or TOP PLATE PLYWOOD ROOF ~IP 5HEATHIN~ PLY~O0~ ~LL 5HEATHIN~ PLYWOOD 5UBPLO0~ DDG~ING B-Scl (tOE NAILED) BJ',d (TOE NAILED) %-I&cl (FACE NAILED) '/-I&d (FACE NAILED) 2oSd (ec~. end I-I/4" et:r-c~p) 2-Sd /TOE NAILED) 2-lSd (END NAILED) 2-lSd (FACE NAILED) 4-1&d (~AOED NAILED) 2-1&d DACE NAILED) lsd (FACE ~ILED) 2-1&d (FACE NAILED) 4-¢d (TOE NAILED) 2-¢d (TOE NAILED) 2-¢d (TOE NAILED) 5-1~d (TOE ~-I&d (FACE NAILED) 5-~ (TOE NAILED) ~-I~ (~N~ 2-1~ ~OE NAILED) ~ ~4'j 0.~. ~, ~" NOTES STP. UCTU~AL t~.EVIE~ D'~ STEVE NIA~ESOA, PE 188-0-/ Y~[EST ~ONTAUK. HI®HIA[A'f, HAMPTON iDA'frS, N'T' Iiq46 USE/OCCUPANCY CLASSIFICATION SINGLE FAI"ll L"d RESIDENTIAL HEIGHT ~D'-O" h4AXl HUIvf FIRE AREA RESIDENCE: 6,qD-/ TYPE OF CONSTRUCTION CONVENTIONALLICHT FRAME CONST~UCTI ON WOOD DESIGN CRITERIA: ~P. OUND SNO~ LOAD - 4S PSF. FIRST LEVEL LIVIN~ A'P. EAS BEDP. OOI"IS Y~IND SPEED i 40 PSF. L.L - 40 f=SF. L.L. - DO PSF. LL. - 120 PfPH SEISMIC DESIGN C, ATEGOt~,¥ - D Y',IEATHEP-.IN~ - DEVEP-,E FROST LINE ~PTH - D&" T~lT~ - ~OO~AT~ TO HEAV~ DEGA~ - 5LI~HT ICE ~HIELD UNDE~LA~HENT ~UI~E~ - ~E¢ GENERAL NOTES I. ALL PIORF-, MA'I~RIAL, AND Ed~UIPMENT SHALL BE IN ACCO'~2ANCE PtlTH THE ~ YO~K STA~ CONSERVATION CODE, AND LOCAL AUTHORITIES. HINI~H 2~ DAY 5~NGTH OF ~000 ~DI ALL LUH~DR ~L ~E G~PE ~TAHPED ~OU~LA~ FIR- LA~GH 5~ ~DD ~20~ BE Ii ~ STAI~ AND FLO0~ O~NIN¢¢, PO~TS A~ PA~LLEL PARTITIONS, ~XG~PT A~ NO~ ON ~1~1~ TO B~ P~VI~E~ FO~ ~L JOI~T~ AND ~L ~I~N~ION~ A~ ~E GON~ITION~ TO ~ONS~GTION AN~ O~IN~ O~ HA~IAL~. THI~ POUNDATION HAD BEEN ~J~N~ FOR A 50IL LES¢ THAN 5%. OON~CTO~ 5H~L ~RIPY THAT T~SE OONDITION¢ A~ ~T. ALL FILL BENEATH ~LATI~ DENDI~. 1. ALL HE~E~D ~.0 PT IN LENGTH AND O~ TO ~U~O~ ~ ~OU~EE UPRIGHTS, q.O PT AN~ 0~ HINI~M OF 2-2x~ O~ AD DHO~N ON ~IN~. P~VI~ FI~¢TO~IN~ AT ALL LEaL ~. ~OVIO~ ~LA~IN¢ AT ALL ~OOP AN~ ~O~5 ETD.. I0. ~0 NOT SCALE II. AR~HI~T NOR EN~I~ER 15 NOT I~SPON~IBLE FO~ THE INSPECTION O~ SUb.ViSION OF THIS OONS~GTION PROJECT. F~DE~, 5TA~ AND LOOAL ZONIN~ AN~ DUIL~IN~ GOON SHALL ~ THE ~SPONSlBILI~ I0~ THE ~ON~GTOR. SHALL BE DESI¢~ AND BUILT IN ~ITH THE SUFFOLK COUN~ ~EPAR~ENT OF HE~TH, 14. THIS 5~0~ HA5 B~N DESIgNeD IN CONDE~VATION CODE. 15. EN~I~ER TO DE NOTIFIED IN ~RITIN~ OF CHAN~E5 P~IOR TO AND DURIN~ ~ONST~TION, I~. ELE~I~ AND HEOHANI~AL ~OHPONENT5 TO DESISNED AND ~PE~IFIEO BY OT~5. GOAT EPOXY PAINT. ALL FAS~NER5 TO BE A-B25 BOLTS, 5/4" I¢. OON~AQTO~ ~H~L OBTAIN ~L AND ~. DO NOT BAGKFILL A~AINST FOU~ATION UNTIL ~LO0~ e~5~H INSTALLATION 20. ~OVIDE ~A~ON HONOXIDE ALARM5 ON EAOH LEVEL A~ IN ~ASE~ENT ( IF A~PLIOABLE ). ~051TION ENT~ F~ HOUSE TO A~A~HED 5A~E A~A. ON EACH LEaL OF ~LLIN¢ A~ ~UI~D 22. ANY AL~TION, ~PAIR, ADDITION OR CONVERSION TO AN EXlSTIN¢ D~LLIN~ ~GUI~ING A ~ILDIN~ PERMIT NO~ ~UIB¢ THAT ALL SLEEPIN~ ~OHD IN THE HOUSE BE UP~PE~ ~TH HA~ ~I~D 2D. THE NYC CODES AL¢O APPLY TO ~C~ DE~I~N. 24. ~ARA~E DOOR5 TO BE ~D FOR 120 HPH. ~IND LOAD FRAMING NOTES ALL FRAMING LUivE~ER 5HALL BE GRADE STAMPED DOUGLAS FIR-LARCH 5~CTIJRAL ~t~,ADE No. 2 OR ALL SHEATHING TO BE APA ~D, EXPO~ HIN. THICKNE55 OR A~ NO~O. ALL ~FLOO~IN~ To DE APA ~P PLYWOOD TO BE ~ET ON 50LID ~LOGKIN~. SLUE AND ~IL PLY~OD ~BFLOOR TO FLOOR JOintS. ALL HEADER5 ~'-0" AND O~R 5H~L ~E SUPPORTED ~ITH DOUBLE U~ISHTS, ~'-0" AND O~E ~ITH ~IPLE UPRIGHTS. ALL HEADER5 ~L BE A HINI~H OF ~-~ OR AD DHO~N ON ~IN~. 50LID BLOGKIN~ 5HALL BE PROVIDED FO~ ALL JOISTS AN~ PLOOR BLAH5 A5 ~ N.Y.5. CODE O~ A5 NOrD ¢IROULATION IN OOUBLE P~NIN¢ A~UNO ~L OPENINGS ( e~llgh~e, ~OUDLE UP F~MIN~ UNDE~ ALL P05~ A~ PA~LLDL PARTITION50~ A~ NO~ ON ~RIN~5. ALL FLUSH ~OOD CON~GTION~ ~HALL ~lTh ~ ~ALVANIZED HEt~ CON~TO~ BUILDIND CODE A5 A HINIHUH. ALL 2X& DH~L ~EI~ D-IO~ NAILS AT DILL AND PLA~. ALL EX~IOR NAIL5 SHALL ~E ~ALVANIZED, 10. PLY~OD SHEATHING TO BE NAILED ~IITH S d ~ 4" o.~. EXTERIOR EDGED AND & d ~ 12" c.c. INTERPE=DIATE. ALL INTERIOR A~ E~RIOR FINI~ED, FLA~IN~ AND ~RPROODIN~ SHALL B~ BY AROHI~OT. ALL ~OF ~I~R~ 5H~L BE A~AOHED TO THE PLA~ AN~ ~D ~ITH ~ALVANIZED HUR~IGANE ~PE CONNECTORS B~ "~OO" O~ A~p~VED E~UAL, FO~ TIH~ER PILE FOU~ATIONS, PROVIDE HURRICANE CLIPS AT ALL ~RI~R JOIST TO ~I~E~ CONNECTIONE. ALL PR~=-ENGINEERED LUt'4BER 5HALL BE GEO~IA PRODUe',TS OR E~UAL. ALL JOISTS, ~IROERB AND HEADERS 5HALL HAVE BEARING STIFFENER5 INSTALLED AD PER MANUFACTURER.G R. ECOMMENDATIONS. Y~EB STIFFENER5 5H~L BE ~UI~D AT ~L LOAD AND BEAEIND POINT5 AT A HINI~H. A 51N~L~ I 5/4" LVL R~N JOIST 5HALL BE ~UI~D AT fLO0~ PERIHE~RS. HANDLIN¢, ~TO~E, A~ E~OTION OF ~OO~H~N~ATION~. ~ALVANlZ~D ~A~HIB~ ~OLT~ ~ ~" O.~.. ~A~ILITA~ GON~TION AND ~H~L NOT ~ WI DATE: 10126106 SHEET TI~E: STRUCTURAL NOTES & DETAILS SHEETNO: IA MATGh LINE ELECTRICA~L LEGEND ~ ~IJf~FA~,E H,C::UNT~D C,~ILIN~ ~lX~ / N~ ~ -' ~ T~ / ~ ~ ~AIL ~ ~l~ ~ / [~11 I ~ [ ~ ~ - / H~I~ I~I X I L~ I ~ .... ~,~ __~~~ m ~_.o~o_, _~_~ , ~- -/ . ~ .... '__~ * ~ ~ ~ ~ / ~,~.~ '" ~ ' I ~ ~ / ~ 1 I l , ]1 ~ ~ . ' ~,:~. - *- ~ L ~ -': - I_~ .l:~._ _l/I- _ _ _-? ~ x ~ ~ ' I ~ ~ 4 ~ PIE / ~H ~ m ~ ~le / T~ ~ ~ TIeR ~m: ~ ON ~ _ / MAIN ~1~ IOXl& I~EII~=Z7 BASEMENT PLAN SCALE: 114" -- I1 2x~ H'IN APB = ANTHONY POPiEt~ E~AH LVL= 1~'4,xll~ HIGI~.OLAH FINAL SET PROJECT NO: 0513 3PAWN BY: TCS DATE: 9~6~06 SCALE: 1/4" = 1' - 0" iHEET TITLE: 3ASEMENT PLAN "X" eY~ ~ ON eA~,~ ~'IDE AN~ ONE I..A'I"'~ "~ "X" ~ATGH _INE *¢1) LVI. ~ 4'-I1" 4'-I" ir~II HO~EBIB 4" TI.It< C42NG eL.AB W% I II Header PI. ATI~ 12" EA~4~ LEe ~V(2~/~" ~ ~ $1Dffi VA~IB ~ F~3UNDATI~I I=I.AN AN~ IDUIL~I~ ~GTION TYlm[~AL $ ON 4" 'rHK TO APB = ANTHONY POYtEt~, t~EAH LVL= I~xllTe MIC, I~:DLAH FIRST FLOOR PLAN SCALE: 1/4" = 1' -0" I1" FINAL SET SHEET TITLE: FIRST FLOOR PLAN 3 II I 14' I~.' HATGH LINE ~E'~ i ~,EE PA~= ~ O _ &' 5' ~.'-~2' ~ 15'~" . ~ Ill ~ ~ I ~ Ill ~ ~ ~NNX J Z/x/ (4)2~e ~ ~1~1~1~ ~ ..... r ~. ~ Ill / / I x' 'x iii .. ~/~/ ,', ~. ~.,~.. ~.. ~,~ /~oH /r ~[~ ~L i1~/ '2 / x. ~ II F ~i~i~ Tic ~ ~ T~O~I// ~ ~(4)~x~ ~o~ ~ I~/ ~ I ~ I1~ ,,~ r~-- ~-- _ / /~' ~.~ I~ I AP~_= ANTHON~ PO~" BEAN ~ -' i DATE: . . 4. ~ ~, . . September8,2006 I~' ~ 14' =-~ e' s-~ SCALE: ~'~' t/4" = t' - 0" v~ ~ ~e=~ SHEET TITLE: ='"" '~'~~" '~ ~' '~'~ --~'~ ' =, =' "~ '., ~ '~' SFLOOR EpLAN C O N D SECOND FLOOR P FINAL SET HAT~H IIN~ HATGH LIN= DOY~I ON ROOF PLAN SCALE: 1/4" = 1" -0" ALUm. ~i i=~ fr'~) -- STAD~II~ ~ ~ · /4' ~.~ D~II4~ ON FINAL SET 0513 TCS NS ~)ATE: September 8, 2006 SCALE: 1/4" = 1' - 0" SHEET TITLE: ROOF PLAN H LINE O4 I / '" I ,? [ ( 2xlO RR ) · 16" I UNFINI~HE-D ATTIC-., ~/~I=L~~, I (~ 2x& CL I'4AT~H LINE SEE PAG~ 04 SECOND FLOOR PLAN SCALE: 1/4" = 1' -0" HATC, H LINE ROOF PLAN SCALE: 114" = 1' -0" 24' FIRST FLOOR PLAN SCALE: 1/4" = 1' -0" 1,4AT._~,H. lINE SEE PA~E ~ HATCH LINE E, CC PA~E O~ u.I N,4C.44C~ BOL"r~ TYPIC. AL LINE PA~E 02 I 1 I 4' I~' 4' FOUNDATION PLAN ~~-~ FINAL SET 05t3 3RAWN BY: TCS NS :}ATE: SEPT. 8, 2006 SCALE: 1/4" = 1' - 0" SHEET TITLE: GARAGE FLOOR PLANS 6 ~ IX~ I/4" OUT ~'T1JC,~D i=INIGH 5TRA~ AT TOP AHD ~110M. ~'~.~ -- VINYl.. GL.~ DffiL HU~ "~t~M UNIT ~ISTANC~ ~ T¢~ ¢~ ~:~.l= IBOAI~.O SOUTH ELEVATION SCALE: 1/4" = 1' -0" ~V6" +/- .~.xRmoeIJ~ ON BOe ~L.C~. I~.T ON ~/D" PL¥1~:DOD f=Rl.~ ,~I~DAR SHINeCE ~O0~IN~, ON ~ hATH ON ~ ~ vd&" +/- ~ ON ~ ~,l ,.~,~THINJ9 ON :2X~ ~ PV IX,2 114" (CUT) IX~ t'AGIA ~n ALUHII, I,~ © (D ® (D HAR~,~L~. ~?Ui I~ TO DER'AIL (~/~0) 5'I"~AF~'I~, AT TOP AND ~OTTOH. NORTH ELEVATIOI~' SCALE: 114" = 1' -0" w/~'" +/- EXPO=~,~ ON · FELT ON ~,: :.~..~THIN~ ON FINAL SET U.I TCS IELEVATION~ 7 ~TOIq~ ~AC, IN~ OH AN~ eo'rroH. ('Th~J / I'ASC, IA 'rt..ROUeH OUT~ ~0~ lt~ ~=L.AB J, aV 5'11.JCGO FINI..~..I FII~=Ia~LA5~ ANO BOTTOm. Cr'r~'J L EAST ELEVATION SCALE: 1/4" = t' -0" F'fa, Ovql:~ ~"I'AL tq.A..~HIN~ AT I~IALL/ ~ C, ONIq~GTI ON~.("T'f~ J +/- EXlaOe'JJ~E ON ~Oe ~1-:~. FEL.T ON FINAL EMz u.I U.l 0513 :)RAWN BY: TCS NS 3ATE: September 8, 2006 SCALE: 1/4" = 1'-6" ~HEET TITLE: EAST & WEST -'LEVATION= 8 ,Pl~ovr~ V'ENT GE~A~ SHINGLE I~OOFIN~, ON I~::~0~ LATH ON HElfl ~ R~,---~5, ~/~5-1/~" 1"0 I'~F-A'TI-IL=~ (T'YP) FADC, IA ~ OLn' HOUS~ ALI~N ~O'i'I'OM OF PASGIA 'Tt~H OUT t"IOU'SE &" AL.LIIdlNU~ ~/',¢xe SECTION ELEVATION EAST SCALE: 1/4" = t' -0" OU'I' HOUSE ROOF COHNEGTION~. (TYPJ DOOFL~ AI'~ TO~ O~ JfllNDOWE* 1'O FINAL SET Z September 8t 2006 I$CALE: 114" = 1'-0" SHEET TITLE: SECTION ELEVATION EAST 9 ? ~ 4'-I0' ~/~4-' 'rHK 5TC~*~ 'F~IH \ / ~,=_,~.~,~ '~ ~~ ~. ~ ~,~.,.. -- ~ Ii / / ~f CEILI~ BA~ "/· I /~ ~ ~ / r ~ /I I , L,~ ~ ~ - I I ~ SCALE: 3/8" = 1' ~" FINAL SET 318" = t' ' 0" SHEET TITLE: BUILDING SECTION 10 I i ~' , -- // I J II// IIIIIZIIII//-~\\ NN II~-~ - _ ....... IIII / //'~-~'-~~-~ ~~ 71!~.-"~ I I I~:~,\ ', IIII ~l , -- I I ~1__1____ II--il ' ' '~ I1~1 , II-F , n - " I II- ........ I II II '" ' - ............... -- ]-- 73_ ,- I I',I~ ................ "' ........ "- ,~1~ ~ I!,? ~', ``~'~.~t2~.~".~.~`..`~.`...."..~.~...~'L``~:`~.~..~?~.~<4...~`~.~'~.~J'z ', "/.'Z"'"..~.'.'!."~,~I'(~. ,.h,.,',.C,'..', i-¢ ~,.." ,i.,E! x~,~ ~ .~,.. .i.a , ,,N';, ~N~, .:,-?,~ :!~. . , cm- cc:~-r'~c,J.. J&N~ ,,,? ~o' INiI~,/AL~. ('TY~.) // / / / / (~ BUILDING SECTION SCALE: 318" -- FINAL SET LU LU 3/8" = 1' - 0" SHEET TITLE: BUILDING SECTION 11 PROVI~ ~IC, AHE C4..1~ AN~ ALL I~E~aJIR. E'D ~,'I'~.A~I~ Ae F~ -- ~," AM,J'~INL.~ F~,AIN ~bl im,~ i~ Ixe ~A~.,IA 12 ;,I. IF~ AND ~ J~IN~D ~3~t~IT A.~-- ~¢10 C...I -- UNFINI~HEP ATT I G I~::n/IDE ~ "X" eYI~. ALL .~J~A~-~ IN eAF~DE. F'ITC..,HI~ TO ~;~I~,AIN ~1/E,x~, I0/10 I~.H.. PI~OYlDE E,A~ ~ AT ~0 I~'. INTERVALS. PC, 12 JOI~T ~L,'~-~O BAT Iff/ 24"x~4"xl~" I~.'~UL (TYP) 12 --/ A'TTIG FL~- PLA'~ SLII~ RAIL S'IUD ~AI~I~ TOf= Of= PLAT~ ALIEN I~ITroH OP FA.~.,IA "TOP OI~ ~:~NDATION 12 12 LAUNDF~'( ~00~4 ON TOP OF" .GH~.F AT F~::~ATION ~DL"r~ · 4'-0" 0~. , l~-Iq BAn' ING~LATION X REII~ORC~D ~,~ (~) BUILDING SECTION BUILDING SECTION ~-AL--~.' 3~ SCALE: 3~8" = 1' -0" -- - FINAL 0513 UT NS DATE: September 8, 2006 SCALE: 318" = 1' - 0" SHEET TITLE: BUILDING SECTION "Ct' & IIDt" 12 I~~ PlA ~,~TI~ AT T~ AN~ ~'fTG~I. ~i~..} ~1~ PL~I~IN~ AT~ ~INI~P~p IN ~ ~=C. TION ~ I I PORCH I I GEILIN~ / / / // // // / / / GEILIN~ GAPI G~IN~ ~PAIN d:~ C~.LIN~ LIVIN~ ROOb~ r4~OD PL.O~IN~ ON ~Oe I~L~. E~GIClN~ ~LU~7 AN~ NAIL~ TO II-'//&" T, JI P,J. · lb" O~,. BAR AREA R-Iq 5TL. 4"GOL.~ ON 4~"x4~"xlD" F~ IO" THIC ~ONG ~::~N ON IO"x24" PINI~4 A~OV~ ~Z:TE DAIvlI~IROG~IN~ BELO~ ~ 4" 'fl-IIC4<: CONG. ~ se/&x&, IO/IO P~P~LH.. F1RO'/I~ ~ ~L JOINT~ AT ~O' IN ~ ~,VAL~. ('I"YP J ESASEMENT (~ ~Ay!8.L__~.ING SECTION TOP OF: ~LOO~ tOP o~ POUNDATION FINAL SET I UJl September 8, 2006 CALE: SHEET TITLE: BUILDING SECTION 13 P/~OPANE TANK POR POOL EQUIPMENT AND ~ I I GARAGE LAPIN ·, · ,, ' . P..XIS'i:IN~, AGC, E.550R~' .~ '.f,'T~L~'n~'~.TO mE..': .-. ~. J L~ATION ~RA. ILIN~, 4~" GHAIN LINK FENC, E ~ EXISTIN~ TREE~ __ TO E~E REMOV~ TH~ +1=1.2 PL PL 5'-4" RAILING +1~.2 PROPOSED 5 BEDROOM RESIDENCE \ TOP \ RAIL \ PL +23.0 / \ / / \ HT \ / \ / · " PIIDE ~ I/2" HIE:,H THIGK BLUSTONE C.,OPIN~ tSEYON~ PIITH .2 I/.2" OVERNANE, TYPIC, AL ~LAT~ ~LDI~ TO BALUSTL=R~ AN~ 5C~.~I~D TO HANDf~.AIL PAINTE~D BLA~K /2" ~UARE~ ALUM BALIJST~R PAINT'ED ~AMENTAL METAL RAILING LAPIN +l'T.O LAPIN NOSE I~IE~- "X4E~" HT SELF ~LOSlN~ $ LATC, HIN~, \ \ PL ALI~N GORNL=R OR PIE~ PACE OF POOL INP~L \ \ \ \ \ F=OOL SPIIMOUT 55 C, UR"/~:~ RAILINg, S2" HT ~ 5TONE P~ALL 24" HT -- +1~1.0 12"x'/2"x2" TH~ STON~ I~'~,1 N~ ON ~..ONC SLAB RAIL +23. 0 METAL Rp~..LI N~, ,4~" HT ~ +1~.2,5 TOP RAIL PL BASE ~ 4" THK .~TONE COPIN~ I~V2" O'VERHAN~ LOPI STONE VENEER PIALL ORNAMENTAL METAL RAILIN~ 4-~" NT(~ 2" TH~ BLUESTONE C, OPIN.~ BLUESTONE ~ LAI~ Pi/TI~'HT TO0! ~ HASONR¥ JOINT5 PIALL ~ e 12" ~TAININ~ 12" HORIZ. STONE WALL T'I~EE5 TO 'i~Eh,'lAI N T"YP +f~.2 FINAL (.1 DRAWN BY: UT CHECKED BY: NS DATE: September 8, 2006 SCALE: SHEET 11TLE: ENLARGED SITE PLAN SHEET NO: 27