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HomeMy WebLinkAbout42975-Z J FOR- TOWN OF SOUTHOLD hyo00" BUILDING DEPARTMENT TOWN CLERIC'S OFFICE o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42975 Date: 8/28/2018 Permission is hereby granted to: Flood, Richard PO BOX 2P09 Sag Harb r, NY 11963 To: construct a ne ingle f mily dwe g (n swimming pool on this permit) as applied for per ZBA and SC D ap ovals. At premises located at: 605 Eastwood Dr, Cutchogue SCTM #473889 Sec/Block/Lot# 110.-3-21 Pursuant to application dated 8/20/2018 and approved by the Building Inspector. To expire on 2/27/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,334.80 CO -NEW DWELLING $50.00 $2,384.80 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: !/ Old or Pre-existing Building: (check one) Location of Property: �p�'� l�t�'�t�Q�� �Q� i C1TCJ�{0 t�cJ House No. Street Hamlet Owner or Owners of Property:R"&7orf T �I Suffolk County Tax Map No 1000, Section 11 Q Block 3 Lot I [Subdivision ZA6F'rC Mr) F4`rrp`l' Filed Map. 3 623 Lot: .(� 002. Permit No. Date of Permit. Applicant: fzkc*to< T (� Health Dept.Approval: Underwriters Approval: Planning Board Approval: y Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ J�,J 4 Applicant Sig 27 re t - "S l FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) -� -------------------------------------- 'FOUNDATION -----------------------------------'FOUNDATION (2ND) C7 Do z 0 co ROUGH FRAMING& y PLUMBING INSULATION PER N.Y: STATE ENERGY CODE 1S FINAL ADDITIONAL COMMENTS AAA 1 PAIN H z —� yrs ✓-1-�t-L iWv14Li TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL ®Board of Health SOUTHOLD, NY 11971 + --r4 sets of Building Plans TEL: (631),765-1802 "planning Board approval FAX: (631) 765-9502 / —Survey Southoldtownny.gov PERMIT NO. "C-heck ®Septic Form �N.Y.S.D.E.C. $rustees ® C.O.Application Flpod Permit- Examined ermitExamined 0 Single&Separate D _ 'Truss Identification Form Storm-Water Assessment Form SE 8 2017 Contact: Approved 2 Mai1-te.-, I1�TG DEPT Disapproved a/c so Phone:t�3�_:;L-,f-4, Expir io uildi g rftvector J AUG 2 0 2018 _ APPLICATION FOR BUILDING PERMIT ® ° ®� ►® ®� 3UMDRgG DWr- TO�?TiT Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. 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 from`such date. If no zoning amendments or othi r'regulations affecting the property have-been enacted in the interim,the Building Inspector may authorize,.iri 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 construction 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 authorized inspectors on premises and in building for necessary inspections. 1.tz� 6 (Signature of a icant or name,if a corporation) PO soc ��ol 1�AmoK (Mailing addtls of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises VN cm � F, l L.&O l� (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. 1. Location of land on which proposed work will be done: House Number Street - -.•- .-,,,,,_ , _ ;Hamlet- County Tax Map No. 1000 Section (� k.� Block,'�� `3' •, , ': Lot 1 Subdivision cM I) ��T$kjl= Filed Map No. 1s Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy VA<A!/)r_ LZ_ b. Intended use and occupancy '?1cLV 3. Nature of work(check which applicable): New Building I/ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost , CJZ9'l� Fee r_-mow£ (To�be;paP on filing this application) 5. If dwelling, number of dwelling units ; f Iriber of dwelling units ons each floor If garage, number of cars �,`-� I ` 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ;. Rears -. Depth Height Number of Stories "" ` " ,4 Dimensions of same structure with alterations or additions: Front NF ' `� 6� Rear" ;'a Depth Height Number of-Sfories P4 # d 'c r til Rear G 4� t=,Depth 31to 8. Dimensions of en ir�"e ni w.pconstr,�rl1. ont Height A ,^"'t Number of Stories 9. Size of lot: Front �J�� Q Rear ' S•y Depth 10. Date of Purchase 00. 2D 0 (o 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 NO V 13. Will lot be re-graded? YES_1./NO Will excess fill be removed from premises? YES NO V sA6- Il tdq�3 14. Names of Owner of premisesRICV46An TP Address �c C ot�(u�f Phone No. (a31 Name of Architect Address Phone No Name of Contractorp 0 S6445T (aFP.2 f c- Address'3Q#-rl 0A0Phone No. &4 1°1 %10 ftoso LT t"U- ao/ IMFF,_ WAx polmmv) "Y (,31- l o f -06Z-3 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_��� * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES t/ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point,on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants-and restrictions with respect to this property? * YES_&�� * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF;5U, f;�CIA A<9,7 f: LOO D being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the oui (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi day of V"_ 201 Kim E.Fuentes —79� .'f d�&ro� Notary Public Notary Public,State of New York Signat of Applicant Cualilied in Suffolk County LIC.#01 FU4811709 Commission Expires April 30 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL _ DATE: September 15 2017 TO: Richard Flood PO Box 2909 Sag Harbor,NY 11963 Please take notice that your application dated September 8, 2017: For permit to construct a single-family dwelling at: Location of property: 605 Eastwood Drive, Cutcho u County Tax Map No. 1000 - Section 110 Block 3 Lot 21 Is returned herewith and disapproved on the following grounds: The proposed single-family dwelling, on this nonconforming 20,250 sq. ft. lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring 20,000-39,999 square feet in total size require a front yard setback of 40 feet and a rear yard setback of 50 feet. The proposed construction has a front yard setback of 35 feet and a rear yard setback of 48.5 feet All Authorized Sig ture Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: September 15, 2017 RENEWED: December 27, 2017 TO: Richard Flood PO Box 2909 Sag Harbor,NY 11963 Please take notice that your application dated September 8, 2017: For permit to construct a single-family dwelling at: Location of property: 605 Eastwood Drive, Cutcho ug e,NY County Tax Map No. 1000 - Section 110 Block 3 Lot 21 Is returned herewith and disapproved on the following grounds: The proposed single-family dwelling, on this nonconforming 20,250 sq. ft. lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring 20,000-39,999 square feet in total size require a front yard setback of 40 feet and a rear yard setback of 50 feet. The proposed construction has a front yard setback of 35 feet and a rear yard setback of 48.5 feet Authorized igna re Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. �� BOARD MEMBERS Southold Town Hall Leslie Kari s Weisman,Chairperson y,��F S0UT�p 53095 Main Road•P.O.Box 1179 - !p Southold,NY 11971-0959 Patricia Acamporat Office Location: Eric Dantes cis Town Annex/First Floor,Capital One Bank Gerard P.Goehringer �� 54375 Main Road(at Youngs Avenue) Nicholas Planamento liYCOU Southold,NY 11971 http://southoldtownny.gov D I I�L� DDZONING RD BOAOF APPEALS TOWN OF SOUTHOLD APR 2 5 201 S Tel.(631)765-1809•Fax(631)765-9064 RECEIVED 0-,IFINDINGS,DELIBERATIONS AND DETERMINATION `f 1 TOWN OF SOUTHOLD MEETING OF APRIL 19,2018 A R 2 4 2018X1,1 0 Ma ZBA FILE#7150 uthold Town Clerk NAME OF APPLICANT: Ricbard Flood PROPERTY LOCATION: 605 Eastwood Drive, Cutchogue,NY 11935 SCTM No. 1000-110-3-21 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not referred required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 248. PROPERTY FACTS/DESCRIPTIQN: The subject property is a non-conforming 20,250 square foot parcel located in an R-40 Zoning District. The parcel runs 135.00 feet along Eastwood Drive, 150.00'feet on the south side, 135.00 feet on the west side, and 150.00 feet on the north side. The parcel is currently vacant, as shown on a survey prepared by Hands on Surveying, dated October 5,2017. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124, and the Building Inspector's December 27, 2017 Notice of Disapproval based on an application for a building permit to construct a single family dwelling; 1) located less than the code required minimum front yard setback of 40 feet; 2) located less than the code required minimum rear yard setback of 50 feet; located at: 605 Eastwood Drive, Cutchogue,NY. SCTM#1000-110-3-21. RELIEF REQUESTED: The applicant requests a variance to construct a new single family dwelling with an attached front covered that will have a front yard setback of 35 feet where the code requires a front yard setback of 40 feet; and a rear yard setback of 48.5 feet,where the code requires a setback of 50 feet. ADDITIONAL INFORMATION: One neighbor attended the public hearing and voiced concerns about the location of the proposed swimming pool, but did not have any objection to the requested variances. During the hearing she was told that the applicant was not seeking area,relief for the location of the swimming pool since the proposed location conforms to the Town Code. Page 2,Aprij,19,2018 H715C1,Flood SCTM No. 1000-110-3-21 The parcel was originally part of a subdivision created in 1962, but had merged with a neighboring lot as the result of common ownership. The lot was: re-established with a waiver of merger determination in June of 2001, by Appeal No. 4956. FINDINGS QF FACT/REASQNS FOR BOAM ACTION: The Zoning Board of Appeals held a public hearing on this application on April 5,2018 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law V67-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single family homes that have non-conforming front yard setbacks. The front yard setback request is to accommodate a one story roofed over entry porch attached to the front of the home,which is not considered living space. The rear yard variance request is one and one half feet less than the code requirement, and is minimal and will not be seen from the road. 2. Town Law X267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant can reconfigure or resize the dwelling to fit within the code conforming building onvelope on the subject property.However,the applicant stated that his house plans were based on incorrect knowledge of the required setbacks in the bulk schedule for the subject lot, and the cost of redoing his current plans would represent a financial hardship. 3. . Town Law &267-b(3)(b)(3). The variance granted herein for the front yard setback is mathematically substantial, representing 12% relief from the cgde. However, the proposed two story dwelling is setback at a conforming 40 feet and only the roofed over, one story entry porch which is open on three sides, will be non- conforming. Additionally,the Board granted a 35 foot front yard setback on lot 18 and a 39 foot front yard setback on lot 19 on Eastwood Drive. The proposed rear yard setback represents 3% relief from the code and is not substantial 4. Town Law 1;267-b(&b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The neighborhood consists of homes with front yard setbacks that vary from 35 feet to 50 feet. Front porches on Eastwood Drive are common architectural features Furthermore, the applicant's representative proposes landscaping to screen the view of the house by neighbors. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law $267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a single family dwelling with a covered front porch while preserving and protecting 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 Dantes , seconded by Member Goehringer, and duly carried,to Page 3,Aprih19,2018 #7150;Flood` SCTM No. 1000-110-3-21 GRANT the variances as applied for, and shown on the survey prepared by Martin Donald Hand, L.S., of Hands on Surveying, dated October 5, 2017 and on the architectural plans drawn by D.B.Bennett,P.E., last dated 7/18/17, and labeled Sheet A-1.0—A-1.3 and A-2.q—A-2.1, and A-3.0-A-3.1+. SUBJECT TO THE FOLOWING CONDITIONS: The front porch shall remain open and unconditioned space. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, 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. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Members'Weisman(Chairperson), Goehringer,Dantes,Acampora, and Planamento. This Resolution was duly adopted(5-0). 0e,'60- � - Leslie Kanes Weisman,Chairperson Approved for filing/ / ,n7j /2017 APPEALS BOARD MEMBERS gUFFQL�►c � Southold Town Hall Gerard P. Goehringer,Chairman 53095 Main Road James Dinizio,Jr. T P.O.Box 1179 Lydia A.Tortora O Southold,New York 11971 Lora S. Collins y�l O� ZBA Fax(516)765-9064 George Homing Ol411 �a Telephone(516)765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JUNE 7, 2001 Appl. No. 4956—ROBERT R. and KATHLEEN B. LAWRENCE PARCEL 1000-110-3- 20 and 21 STREET& LOCALITY: 465 and 605 Eastwood Drive, Cutchogue DATE OF PUBLIC HEARING: June 7, 2001. FINDINGS OF FACT PROPERTY FACTS: The subject property consists of two lots on Eastwood Drive in Cutchogue, identified as SCTM 1000-110-3-20 and 21. According to deeds filed with the appeal, the map of Eastwood Estates filed with the Suffolk County Clerk in November 1962 shows these two lots as Lots 11 and 12, respectively. Each lot measures 135 x 150 feet or 20,250 sq. ft. Lot 20 is improved with a single family dwelling which is applicants' home. Lot 21 is vacant. BASIS OF APPEAL: Building Inspector's Notice of Disapproval, dated March 13,2001, stating that the two lots, both of which are nonconforming, have'merged pursuant to Code section 100-25A because they were held in common ownership after July 1, 1983. RELIEF REQUESTED: Applicants request a waiver of merger pursuant to Code section 100-26. REASONS FOR BOARD ACTION, DESCRIBED BELOW: On the basis of testimony presented, materials submitted and personal inspection, the Board makes the following findings: (1)Applicants purchased Lot 20 in 1969, and soon thereafter built their home on it. They hold Lot 20 as tenants by the entirety. (2) ,D the owner of Lot 21 was trying to sell it, and in consultation with their son, applicants decided to buy Lot 21 with the hope that their son could in the future build a home on it. Applicants' purchase of Lot 21 in Mw.2000 was carried out without an attorney. Applicants took Lot 21 as tenants by the entirety, unaware of the provisions of Code section 100-25A. Under that law, Lots 20 and 21 merged because of the common ownership. (3) Waiver of the merger will recognize the original lot lines as mapped in 1962. Each of the two unmerged lots will be consistent with the size of other lots in the neighborhood, all of which were laid out in the 1962 subdivision. The neighborhood is generally developed with single family homes on lots similar in size to each of the two Page 2—June 7,2001 1 Appl. No.4956—R.and K.Lawrence 1000-110-3-20 and 21 (Cutchogue) lots in question. Applicants state that of the 32 lots bounded by Pequash Avenue and Midwood, Pinewood and Southern Cross Roads, only 10 are larger than Lots 20 and 21 if unmerged. (4) Waiver of the merger will allow for the ultimate construction of a single family residence on Lot 21, which will not result in a significant increase in the density of the neighborhood. (5) The topography of Lot 21 is such that construction on it should not significantly change the natural details and contours of the land. There is no evidence that construction would entail any substantial filling of land having an adverse environmental effect. (6) If the merger is not waived, applicants will be left with an unbuildable, unwanted piece of land. RESOLUTION/ACTION: On motion by Member Collins, seconded by Member Dinizio, it was RESOLVED, to grant as ap0lied f VOTE OF THE BOARD: AYES: Mem oehrin er (Chaff n , i ' ' Tortora, Collins, and Homing. This Resolutio as duly ado d RARD P. GOEHRINGER, CHAIRMAN Scott A. Russell ,��°sU '� ]F01K1\\l WA\,,.T1E1K SUPERVISOR z MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold �l CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET AUG 2 0 2018 (TO BE COMPLETED BY THE APPLICANT) DOES TIES PROJECT INVOLVE ANY OF THE FOLLOWINQ Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑Eff C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. [30 D, Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑Z E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. #: 1000 Date. Dmrict NAME- Drew B.B nne ,P.E. 110 3 21 9M17 Section $lock Lot —P.— ****FOR BUILDING DEPARTMENT USE ONLY**** Contact Information (631)907-0023 Reviewed By: — — — — — — — — — — — — — — — — — — Property Address/Location of Construction Work: — — — — — — — Date: Approved for processing Building Permit. 605 Eastwood Drive,Cutchogue,NY ❑ Stormwater Management Control Plan Not Required. — — — — — — — — — — — — — — — — — 275 feet north of Southern Cross Rd Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.* 1000 SUFFQ CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) t —ZW.— 110 3 21 Stormwater Management Control Plan CHECK LIST Drew B.Bennett,P.E. Section Block Lot NAME• � � S M C P -Plan Requirements. Provide ONE copy of the Building Permit Application. v1m:a,re Date * The applicant must provide a Complete Explanation and/or Reason for not providing (631)907-0023 9/7/17 all Information that has been Required by the following Checklist! Signatun• Tdoh—N—b- 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YES NO NA If you need additional room for explanations,Please Provide additional Paper. a. Location&Description of Property Boundaries �0 b. Total Site Acreage. 00 c. Existing -Natural& Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)M. AW DR d. Test Hale Data indicating Soil Characteristics&Depth to Ground Water. AINAUE INSPECTIONS ARE REQUIRED e. Limits of Clearing & Area of Proposed Land Disturbance. Contact TOS Engineering -560 bef-ote f. Existing& Proposed Contours of the Site (Minimum z Intervals) Backfill, OR Provide g. Location of all existing&proposed structures, toads, that the drainaae has driveways,sidewalks, drainage improvements&utilities. nstalled to CUde. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. ERG6110—N V, SEnIMFNT CONTROLS I. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). 00 k. Location of proposed Construction Entrance/Staging Area(s). 00 A well maintained rz;onstruetion Entrance, 1. Location of proposed concrete washout area(s). Wire Backed M. Location of all pioposed erosion&sediment control measures. Seeding of exp6sed an 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate Or US on-site the run-off from all impervious surfaces generated by a two(2')inch �0 rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. A06 2 4 20,10 Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. 00 c. Inlet Drainage Structures (eg.catch basins,trench drains,etc.) 00 d. Leaching Structures (e. .infiltration basins,swales,etc.) ****FOR ENGINEERING PART NT USE ONLY**** Additional Information is Required. Reviewed& Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: 23 I SMCP has been approved by the Engineering Department. FORM # SWCP Check List-TOS MAY 2014 o��SufFajKCpG Town Hall Annex �� ¢� Telephone(631)765-1802 54375 Main Road ZZ Fax(631)765-9502 P. O. Box 1179 C*12 _ Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: V Owner: �1 � n �• �LOp1-�> Location of Property: Please. tak 'notice that the(check applicable line): New commercial or residential;structure itat'J 'Addition to existiing,commerciahor residential structure'A Reh_abilitation.1o•an eAstirig'i,cmmercial or residdbt al:structure to be colstruct6d`Qr-performed-at the subject property reference above will utilize (check applicabl'e'tlirie): _ Truss.type'construction (TT) Pre-engine'ered'Wood construction (PW) y Timber construction((TC). in the following location(s) (check applicable',l'ine):' _ = Floor framing, including girders and beams (F) Roof framing (R) - Floor and roof.framing (FR) Signature: WMj Name (person submitting this form): A(:A(AM Capacity(c ck applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 �t,�..•.i�y�s.?r,.J±i7f t. `h"t�J,�.� i•.t4F, f s�%'fo7� ��.c�4�Y'�3�z����-=ss�f�'"'��-7��_.r?�L �S• !f tin��',ctiyN.q••.Ir7��j•31'�. •lr ZS..'n" "=`„1.f• , L'Y.$..�•N,�i �:� � � 7.}c�jrfo^��' �.. ht 1�.,'!.r)ViJ/[+.� L`J j� f SAI •,yf 413' (t-w • , .• .� r' �`C 4 r !•irt O 7 cJj rt.YI ''e''i=jR-"��`S ail cry.+ 3�_�'T �.� f pr� }a s'J;', •s;ryl�f 1..52 ... j't`1•r f t� rv�i .rte. Y .c�y,i " ff T, .� r .. f -•t rr •: j.. t r r.• ri tr f r .r `� � f * r r I I , • ,. : rFLOORINCLUDING GIRDERS AND BEAMS ••� R i r D.B. BENNETT ENGINEERING October 11, 2017 Building Department Town Hall Annex Building 54375 Route 25 PO Box 1179 Southold, NY 11971 - d '-p -(✓' SUBJECT: Stormwater Management Control Plan Proposed Residence '., Eastwood Drive Cutchogue, NY SCTM# 1000-110-3-21Gl.. Dear Sirs: '� / � On September 7, 2017, D.B. Bennett, P.E., P.C. submitted Erosion & Sediment Control plans to the Building Department. These plans have since been revised to reflect the most recent proposed site plan. Please find attached: • Two (2) Erosion & Sediment Control Plans, prepared by D.B. Bennett, P.E., P.C., revised 10/10/17. 1 trust this information is clear. If you have any questions, please call me at 631-907- 0023. Respectfully submitted, {D.B.Bennett, P.E., P.C. Drew gev1,vuett Drew B. Bennett, P.E. cc: Rich Flood (24-) D 1E91E5'V[R d OCT 2 0 2017 BUILDriG DEW. TOWN OF SO OLD 3 RAILROAD AVENUE-P.O.Box 1442-EAST HAMPTON -NY - 11937 TEL: 631-907-0023 -FAX: 631-329-0324-WWW.DBB-PE.COM D.B.BENNETT,P.E.,P.c. WATER MILL ABSTRACT CORP. �( r.D.Box 1079 Water M11,New York 11976 ' (631)7264304 VARIANCE SEARCH Title No. CTSY/3534 Record Owner: Richard Flood Premises described in Schedule A/Description Address: 605 Eastwood Drive, Cutchogue County: Suffolk Town: Southampton r District 1000 Section: 110.00 032, Block: 03.00 bb Lot: 021.000 �� STATE OF NEW YORK, COUNTY OF SUFFOLK ss.: Marcia W. McMahon being duly sworn, deposes and says: That she resides at 297 Seven Ponds Towd Road, Water Mill,New York;that she is over the age of 21 years; that she is Vice President/Secretary of Water Mill Abstract Corp.; That under her direction,title was examined to the parcels of land described on the annexed schedule and labeled as parcels: A,B, C,1),E,)l+ and G; That said examination, made to include 10/25/16, discloses,the Chains of Title as annexed hereto commencing on 12/10/64 for the subject premises, and as indicated for the adjoining owners; and wherein the subject premises has been in single and separate ownership since 3/14/66; That this affidavit is made to assist the Zoning Board of Appeals of the Tom o of Southampton t reach any determination which requires a _ asl,s efore the information s t forth her ' d knowing full well that said Board wil ely upon,the t th thereof, Q2TE4_,S-TR�AICT CCa121?. Mahon Vice President/Secretary Sworn to before me this 1 8th I day of Atigtlst,2017 Lary P lic STEPHEN F MdMAHON NOTARY PUBLIC,STATE OF NEW YORK NO.01 MC4778790 QUALIFIED IN SUFF C COMMISSION EXPIRES ti SCHEDULE A—Description PARCEL A—ALL that certain plot, piece or parcel of land, situate, lying and being at Cutchogue,Town of Southold, County of Suffolk and State of New York,known and designated as Lot No. 12'as shown on, "Map of Eastwood Estates,"filed 11/16/62 as Map No. 3683; SCTM#1000-110.00-03.00-021.000 PARCEL S Adjoining on the North SCTM#1000-110.00-03.00-020.000 PARCEL C Adjoining on the Northeast SCTM#1000-110.00-03.00-028.000 PARCEL D Adjoining on the East SCTM#1000-110.00-03.00-027.000 PARCEL E Adjoining on the Southeast SCTM#1000-110.00-03.00-026.000 PARCEL F Adjoining on the South SCTM#1000-110.00-03.00-022.000 PARCEL G Adjoining on the West—Eastwood Drive STATE,OF NEW YORK,COUNTY OF SUFFOLK ss.: Marcia W. McMahon, being duly sworn, deposes and says: That she resides at 297 Seven Ponds Towd Road, Water Mill,New York;that she is ov -th--age of 21 years;that she is Vice President/Secretary of Water Mill Abstract Corp.; d thIt the above is the true description of the subject premises and of the adjoining premises as shown n the Varl Search under the above-captioned title number. Marcia W. M6 ahon Vice PresidentiSecretaiy Sworn to before me this 18th day of August,20 Mel�x W�0!3 g!�! Nota Public STEPHEN F MCMAHON NOTARY PUBUC,STATE OF NEW YORK NO.01MG477879 OUALIFIED IN SUF LK U COMMISSION EXPIRES CHAIN OF TITLE - CTSY/3534 PARCEL A Entire area"Fleets Neck" owned by George H. Fleet-Map owned by the"Estate of G.H. Fleet". His heirs: Thomaseeve, Kath Fleet, Mad81in_F.Barteau and Jane eve Field. Thomas B. Reeve Dated 12/10/64 to Recorded 12/11/64 Liber 5668 Kathryn Fleet,Madolin F. Barteau Page 69 `F.., yBarteau )and yJanet yReeve F. Field 9`�•P(`�'i'.�T'Y'•1`M'1'4\'1•T9.N 9•�M�` Janet Reeve Field., Madolin Fleet Dated 3/14/66 Barteau&Kathryn Fleet Recorded '/15/66 — Liber 5925 to Page 334 William A. Reim Francoise Heim,ux William A. Heins Francoise Heim,ux Dated 5/19/00 Recorded 6/2/00 -- Liber 12046 to Page 480 Robert Lawrence I,// Kathleen D, Lawrence,ux =;eokm=kyle:k=kak�c%k%k=k�:=lc$:ie%Ic��d�� Robert Lawrence Kathleen D. Lawrence, ux Dated 8/13/01 Recorded 10/3/01 to Liber 12145 Robert Lawrence 49% Page 60 Kathleen 13. Lawrence 49% Jennifer K. Lawrence 1% Christopher.Lawrence 1% Continued,................. Continued.....:............... Robert Lawrence Kathleen B. Lawrence Dated 10/13/06 Jennifer K. Lawrence Recorded 10/24/06 Christopher J. Lawrence Liber 12475 Page 476 to Diane Salvatore Diane Salvatore Dated 12/10/16 Recorded 12/16/16 to Liber 12892 Richard J. Flood Page 923 LCR CHAIN OF TITLE - CTSY/3534 PARCEL B l Back Chain same as Parcel A. Then....... Janet Reeve Field,Madolin Fleet Dated 1/21/69 Barteau&Kathryn Fleet Recorded 2/3/69 Liber 6500 to Page 169 / Robert R. Lawrence J Kathleen B. Lawrence, ux /Robert R. Lawrence Kathleen B. Lawrence, ux Dated 6/30/06 Recorded 7/14/06 to Liber 12459 Acme Brouillard Page 497 Dennis Starr Anne Brouillard Dennis Starr Dated 11/27/07 Recorded 12/7/07 to Liber 12533 Barry 1, Malrnet Page 11 Karin E. Malmet, ux LOR CHAIN OF TITLE—CTSY/3534 PARCEL C Leroy S. Reeve, Exec. &Trustee u/1/w/t of George H. Fleet Dated 7/25/50 Recorded 7/31/50 Liber 3107 to Page 117 Chester Z. Melot Clarice E. Melot,ux Chester Z. Melot Clarice F. Melot, ux Dated 6/10/60 Recorded 6/17/60 to Liber 4827 Raleigh A. Davis Page 15 Agnes M. Davis,ux Raleigh A. David died 9/6/70, SCSC file##1723 P70. Agnes N. Davis died 7/9/79, SCSC file#1223 P79, Robert J. Pape, Exec.,u/l/w/t of Dated 12/31/79 Agnes M. Davis Recorded 1/11./80 `— Liber 8761 to Page 193 William P. Heneghan Geraldine Heneghan, ux William P. Heneghan died 9/17/96,rel. of lien Liber 11850 Gp 842 recorded 9/10/97. Geraldine M. Heneghan, surviving tcnant by the entirety Dated 8/14/01 Recorded 9/12/01 to Liber 12141 Eileen E. McCarroll Page 145 LOR ( CHAIN OF TITLE—CTSY/3534 Illi PARCEL D Leroy S. Reeve as Exec., &Trustee u/1/w/t of George H. Fleet Dated 11/17/55 Recorded 11/29/55 to Liber 4027 John H. Willis Page 168 Charlotte L. Willis, ux John H. Willis Charlotte L. Willis,ux Dated 10/1/64 Recorded 10/20/64 to Liber 5635 Albert Hofinazui Page 417 Rosa Hofmann, ux Find no proof of death of.Albert Hofman. Rosa Hofmann .Dated 10/19/87 Recorded 11/19/87 to Liber 10474 Margaret Reardon Page 335 Margaret Reardon Dated 5/7/91 Recorded 6/11/91 to Liber 11276 Margaret Reardon Living Trust Page 285 Dated 5/6/91 Margaret Reardon Living Trust Dated 5/6/91 by Margaret Dated 7/25/95 P.eardon., Trustee Recorded 7/31/95 Liber 11735 to Page 372 Lauren Zambrelli LQR CHAIN OF TITLE—CTSY/3534 PARCEL E Leroy S. Reeve as Exec., &Trustee u/1/w/t of George H. Fleet Dated 11/2/55 Recorded 11/16/55 to Liber 4018 Luigi Delucia Page 408 Anna Delucia,ux Luigi Delucia died 10/21/57. (recited in following) Anna Delucia Dated 9/26/60 Recorded 10/17/60 to Liber 4890 Theresa Bollhoefer, Frank Page 419 Dickson&Francis Dickson, ux Theresa Bollhoefer, Frank Dated 3/24/64 Dickson&Francis Dickson,ux Recorded 3/31/64 Liber 5520 to Page 486 John J. Jessup,Jr. Ethel L. Jessup,ux Ethel L. Jessup, as surviving Dated 3/22/07 tenant by the entirety of Recorded 4/5/07 John J. Jessup,Jr. Liber 12499 Page 464 to Ethel L. Jessup LOR CHAIN OF TITLE—CTSY/3534 PARCEL F Back Chain same as Parcel A. Then....... Madolin Fleet Barteau, Kathryn Dated 9/28/64 Fleet&Janet Reeve Field Recorded 12/11/64 Liber 5668 to Page 71 Thornas B, Reeve Thomas B. Reeve Dated 7/29/67 Recorded 8/8/67 to Liber 6199 Robert E. Overdorff Page 133 Caroline S. Overdorff,ux Robert E. Overdorff Dated 10/22/82 Caroline S. Overdorff,ux Recorded 10/29/82 Liber 9263 to Page 368 Vincent Schillero Theresa Schillero, ux. Find no Proof of Death of Vincent Schillero, Theresa Schillero, as surviving Dated 5/31/13 tenant by the entirety Recorded 7/17/13 Liber 12736 to Page 801 Theresa Schillero, as Trustee Therese.Schillero Revocable Trust Theresa Schillero, as Trustee Dated 8/31/15 Theresa Schillero Revocable Trust Recorded 9/17/15 Liber 12832 to Page 634 Robert Fabio Kathleen.Fabio, h&w LOR f ~ CHAIN OF TITLE—G X SY/3534 PARCEL G—Eastwood Drive STATE OF NEW YORK, COUNTY OF SUFFOLK ss: Marcia W. McMahon, being duly sworn, deposes and says; That she resides at 297 Seven Ponds Towd Road, Water Mill, New York; that she is over the age of 21 years; That she is Vice President/Secretary of Water Mill Abstract Cor .• and that the above are the true Chains of Title as shown o the records of the Suffolk Co ty Clerd the Variance Search under the above captioned title number. f[, arcia W. McMahon Vice President/Secretary Sworn to before me this 18th day of .august, 2017 TQ ar UbllQ STEPHEN F McMAHON NOTARY PUBLIC,STATE OF N YORK NO.01 MC4778790 QUALIFIED IN SUF LK NW- COMMISSION COMMISSION EXPIRES A SN ,, ,� • `9\'� ^�y �Q / / �b ati\�' ^�'/ q!� ^ stn Ib SCP 2� Q' �� � ^•� , 16 � � �\ga, � ��/• �p� � N Cb + (aa) 130 q, 19 °o g Alp jig �t4 C1 5 � � '� ^a� y�' ° '�� 'fir �"� '� "1y � `� / ^�d 0 Q+ ° �� � � ° � • �• a 6 QO• '� 15 �'o lot ^� 3 �\ � �,� � lam•` 3ti � `�� � © '� � n, �� '3bi �� ^�D� 2 � ^ ,� , gym° i ro ^gym '4 {b ^� or db NA qe' � N3 ��, +'�� � ^� /•. Q ti 4A ! 3� 5 ,t9 ?9 • w�� ^�� +,� ���1 J t�, O `� ° 2p �� Q,� ,�� �► , 7J DA�i 10 Ab O � .° - _ b^ , 0. rN PA LL �• 9 ,y 5 'oo'4B; eti `t;, '2b DP IV 6 Gl �' WATER MILT ABSTRACT CORP. P.O.Box 1079 Water Mill,New York 11976 (631)726-4304 VARIANCE SEARCH Title No. CTSY/3534 Record Owner: Richard Flood Premises described in Schedule A/Description Address: 605 Eastwood Drive, Cutchogue County: Suffolk Town: Southold District 1000 Section: 110.00 Block: 03.00 Lot: 021.000 STATE OF NEW YORK,COUNTY OF SUFFOLK ss.: Marcia W.McMahon being duly sworn, deposes,and says:That she resides at 297 Seven-Ponds Towd Road,Water Mill,New York;that she is over the age of 21 years;that she is Vice President/Secretary of Water Mill Abstract Corp.; That under her direction,title was examined to the parcels of land described on the annexed schedule and labeled.as parcels: A,B, C,,D,E,F and G; That said examination,-made to include 10/25/16, discloses the Chains of Title as annexed hereto commencing on 12/10/64 for the subject.premises, and as indicated,for the'adjoining owners; and wherein the subject premises has been in single and,separate ownership since 3/14/66; That this affidavit is made to assist the Zoning Board of Appeals of-the Town of'Southampton to reach any determination which requires as a basis therefore the information�set forth herein and knowing full well that said Board will rely upon the truth thereof. The liability of the Company under this search is limited to $25,000.00 for any reason. TER MILLBS •T CORP. Marcia 1G1cMahon Vice President/Secretary Sworn to before me this 18th day of August,201 Nota �ublic STEPHEN F MCMAHON NOTARY PUBLIC,STATE OF NEW YORK NO.C11 MC4778790 QUALIFIED IN SUFF04K 1D COMMISSION EXPIRES SCHEDULE A—Description PARCEL A—ALL that certain plot,piece or parcel of land,situate, lying and being at Cutchogue,Town of Southold,County of Suffolk and State of New York,known and designated as Lot No. 12 as shown on, "Map of Eastwood Estates,"filed 11/16/62 as Map No.3683; SCTM 41000-110.00-03.00-021.000 PARCEL B Adjoining on the North SCTM#1000-110.00-03.00-020.000 PARCEL C Adjoining on the Northeast SCTM#1000-110.00-03.00-028.000 PARCEL D Adjoining on the East SCTM#1000-110.00-03.00-027.000 PARCEL E Adjoining,on the Southeast SCTM#1000-110.00-03.00-026.000 PARCEL F Adjoining on the South SCTM#1000-110.00-03.00-022.000 PARCEL G Adjoining on the West—Eastwood Drive STATE OF NEW YORK,COUNTY OF SUFFOLK ss.: Marcia W. McMahon, being duly sworn,deposes and says:That she resides at 297 Seven Ponds Towd Road, Water Mill,New York;that she is over the age of 21 years;that she is Vice President/Secretary of Water Mill Abstract Corp.; and that the above is the true description of the subject premises and of the adjoining premises as shown a Vary nce Search under the above-captioned title number. Marcia W. McMahon Vice President/Secretary Sworn to before me this 18th day of August,2017 �'_9: otary ublic STEPHEN F McMAHON NOTARY PUBLIC,STATE OF NEW YORK N0.01 MC4778790 QUALIFIED IN SUFF LK C �� COMMISSION EXPIRES CHAIN OF TITLE-CTSY/3534 PARCEL A Entire area"Fleets Neck" owned by George H. Fleet-Map owned by the"Estate of G.H. Fleet". His heirs: Thomas B. Reeve,,Kathryn Fleet,Madolin F.Barteau and Janet Reeve Field. Thomas B.Reeve Dated 12/10/64 to Recorded 12/11/64 Liber, 5668 Kathryn Fleet,Madolin F.Barteau Page 69 F,,Barteau and,Janet Reeve F. Field Janet Reeve Field,,Madolin Fleet Dated 3/14/66 Barteau,&KathrynFleet Recorded 3/15/66 Liber 5925 to Page 334 William.A. Heim Francoise Heim,,ux William A. Heim Francoise Heim,ux Dated 5/19/00 Recorded 6/2/00 Liber 12046 to Page 480 Robert Lawrence Kathleen A Lawrence,ux Robert Lawrence Kathleen D. Lawrence,ux Dated 8/13/01 Recorded 10/3/01 to Liber 12145 Robert Lawrence 49% Page 60 Kathleen B. Lawrence 49% Jennifer K. Lawrence 1% Christopher Lawrence I% Continued.................. Continued..................... Robert Lawrence Kathleen B. Lawrence Dated 10/13/06 Jennifer K. Lawrence Recorded 10/24/06 Christopher J. Lawrence Liber 12475 Page 476 to Diane Salvatore Diane Salvatore Dated 12/10/16 Recorded 12/1,6/16, to Liber 12892 Richard J. Flood Page 923 LOR CHAIN OF TITLE- CTSY/3534 PARCEL B Back Chain same as Parcel A. Then....... Janet Reeve Field,Madolin Fleet Dated 1/21/69 Barteau&Kathryn Fleet Recorded 2/3/69 Liber 6500 to Page 169 Robert R.,Lawrence Kathleen B. Lawrence,ux Robert R. Lawrence Kathleen B. Lawrence;ux Dated 6/30/06 Recorded 7/14/06 to Liber 12459 Anne Brouillard Page 497 Dennis Starr Anne Brouillard Dennis Starr .Dated 11/27/07 Recorded 12/7/07 to ,Liber 12533 Barry I.Malmet Page 11 Karin E. Malmet,ux LOR J CHAIN OF TITLE—CTSY/3534 PARCEL C Leroy S.Reeve,Exec. &Trustee u/l/w/t of George H. Fleet Dated 7/25/50 Recorded 7/31/50 Liber 3107 to Page 117 Chester Z. Melot Clarice B. Melot, ux Chester Z. Melot Clarice B. Melot,ux Dated 6/10/60 Recorded 6/17/60 to Liber 4827 Raleigh A. Davis Page 15 Agnes M. Davis,ux Raleigh A. David died 9/6/70, SCSC file#1723 P70. Agnes N. Davis died 7/9/79, SCSC file#1223 P79. Robert.J. Pape,Exec.,u/l/w/t of Dated 12/31/79 Agnes M. Davis Recorded 1/11/80 Liber 8761 to Page 193 William P. Heneghan Geraldine Heneghan,ux William P. Heneghan died 9/17/96,rel. of lien Liber 11850 rap 842 recorded 9/10/97. Geraldine M.Heneghan, surviving 'tenant by the entirety Dated 8/14/01 Recorded 9/12/01 to Liber 12141 Eileen E. McCarroll Page 145 LOR CHAIN OF TITLE.—CTSY/3534 PARCEL D Leroy S. Reeve as Exec., &Trustee u/1/w/t of George H. Fleet Dated 11/17/55 Recorded 11/29/55 to Liber 4027 John H. Willis Page 168 Charlotte L. Willis,ux John H. Willis Charlotte L.Willis,ux Dated 10/1/64 Recorded 10/20/64 to Liber 5,635 Albert Hofmann Page 417 Rosa Hofmann,ux Find no proof of death of Albert Hofman. Rosa Hofrnann Dated 10/19/87 Recorded 11/1:9/87 to Liber 10474 Margaret Reardon Page 335 Margaret Reardon Dated 5%7/91 Recorded 6/11/91 to' Liber 11276 Margaret Reardon Living Trust Page 285 Dated 5/6/91 Margaret Reardon Living Trust Dated 5/6I91 by Margaret Dated 7/25/95 Reardon,Trustee Recorded 7/31/95 Liber 11735 to Page 372 Lauren Zambrelli LOR J CHAIN OF'TITLE—CTSY/3534 PARCEL E Leroy S.Reeve as Exec., &Trustee u/l/w/t of George H. Fleet Dated 11/2/55 Recorded 11/16/55 to Liber 4018 Luigi Delucia Page 408 Anna Delucia,ux Luigi Delucia died 10/21/57. (recited in following) Aima Delucia Dated 9/26/60 Recorded 10/17/60 to Liber 4890 Theresa Bollhoefer,Frank Page 419 Dickson&Francis Dickson,ux Theresa Bollhoefer,Frank Dated 3/24/64 Dickson&Francis Dickson,ux Recorded 3/31/64 Liber 5520 to Page 486 John J. Jessup,Jr. Ethel L. Jessup,ux Ethel L. Jessup, as surviving Dated 3/22/07 tenant by the entirety of Recorded 4/5/07 John J. Jessup, Jr. Liber 12499 Page 464 to Ethel L. Jessup LOR CHAIN OF TITLE—CTS.Y/3534 PARCEL F Back Chain-same as•Parcel A. Then....... Madolin Fleet Barteau,Kathryn Dated 9/28/64 Fleet&Janet Reeve Field Recorded 12/11/64 Liber 5668 to Page 71 Thomas B.Reeve Thomas B. Reeve Dated 7/29/67 Recorded 8/8/67 to Liber 6199 Robert E. Overdorff Page 133- Caroline S. Overdorff,ux Robert E. Overdorff Dated 10/22/82 Caroline S. Overdorff,ux Recorded 10/29/82 Liber 9263 to Page 368 Vincent Schillero Theresa Schillero,ux. Find no Proof of Death of Vincent Schillero. Theresa Schillero,as surviving Dated 5/31/13 tenant by,the entirety Recorded 7/17/13 Liber 12736 to Page 801 Theresa Schillero, as Trustee Theresa Schillero Revocable Trust Theresa Schillero,as Trustee Dated 8/31/15 Theresa Schillero Revocable Trust Recorded 9/17/15 Liber 12832 to Page 634 Robert Fabio Kathleen Fabio,h&w LOR CHAIN OF TITLE—CTSY/3534 PARCEL G—Eastwood Drive STATE OF NEW YORK, COUNTY OF SUFFOLK ss: Marcia W. McMahon, being duly sworn, deposes and says: That she resides at 297 Seven Ponds Towd Road, Water Mill, New York; that she is over the age of 21 years; that she is Vice President/Secretary of Water Mill Abstract Corp.; and that the above are the true Chains of Title as shown on the records of the Suffolk Co un and the Variance Search under the above captioned title number. Marcia W. McMahon Vice President/Secretary Sworn to before me this 18th day of August, 2017 N6tarf Public STEPHEN F MCMAHON NOTARY PUBLIC,STATE OF NEWYORK NO.01 MC�i� QUALIFIED SU COMMISSION EXPIRES SURVEY OF CERTIFIED TO:OPHCONSTRUCTION RICHARD FLOOD LOT 12 MAP OF EASTWOOD ESTATES JOB NOMAP NO.. 2016-285 SITUA TE : 3683 FILED:NOVEMBER 16, 1962 A T REVISIONS: CUTCHOGUE PREP.FOR HEALTH PERMIT 1/18/17 TOWN OF SOUTHOLD REV. PLOT PLAN FOR BUILDING SUFFOLK COUNTY, NEW YORK PERMIT 10/5/17 S.C.T.M. DIST. 1000 SEC. 110 BLK. 3 LOT 21 0 10 0 20 40 60 80 100 120 140 160 180 SCALE: 1"=40' DATE.NOVEMBER 23, 2016 Bldg Dept copy from ZBA Final reviewel,drments ti ZBA File# `(�jj((�✓ - Date:14 /1 O1 LICENSE NO. 050363 HANDS ON SURVEYING 26 SILVER BROOK DRIVE N FLANDERS, NEW YORK 11901 E TEL:(631)-369-8312-FAX. -3698313 ji MARTIN D. HAND L.S COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE ONSIDERED TO BEA VALID COPY AND SHALL NOT BE USED FOR ANY PURPOSE. LOT AREA:20,250 SQ.FT. =0.465 ACRE ELEVATIONS SHOWN HEREON REFER TO NAVD 1988 S.C.D.H.S. ENDORSEMENTS AND ARE THE RESULTS OF ACTUAL FIELD MEASUREMENTS NO SURFACE WATER EVIDENT WITHIN 300' ALL PROPERTIES WITHIN 150'ARE IMPROVED AND TEST HOLE DATA SUFFOLK COUMDEPARTMUffOFHEALTH SERVICES SERVICED BY PUBLIC WATER UNLESS NOTED AS VACANT OFHCEOFWASTEWATERMANAGEM V NO VISIBLE WELLS EVIDENT WITHIN 150 OF SUBJECT BOUNDARY EL:33.0'+/- ALMNA EA-CCLLEANOUTUETAILs TOPSOIL S� OR SLATE o� SEE ENGINNERING PLAN FOR STORMWA TER MANAGEMENT CONTROL PLAN (OL) -0.5' COARSE yJIL SAND SEER PIPE (SK/ -2.5' ESO M P E BROWSSV ER TO \,`l of C RSE 4SELSOW — - SSD pRF�P -- -17.0' TEST HOLE 80QFLO��O HANDS ON SUR V WG \� O(�� p0 ?�� \�P� - of 11/23/16 \. ,I'D%1- ccs��A8�9 s _ IT51.1 96 LP 32 - �a� Zc`2CF5� E , 01F, A�� 'dc N� Vim',' ��6 — m°�N oo \ 2I, °). F�S`VS`\�` —34 Mpal Yy (�/0� / QR�gP�►� G� �z �a P SGP• � GF•3 / ,--- ��� �'�> �O v , R oo L O �oG� O \ \oG / y�o�0 N3 \,o \ QRo la, 2 EASEIENTAxaORSUSSNRFACEWRWYL UWMCoRD REC RDEDOR NorGUA G rnvREcoRo®ARErmrcwuwran IPNFSSYEnaENf ATTNE nLa:oFSLRVEYsuRVEr FROMSErIORa�rs ASPEURN O n�v6sMilR�EwnAs�Ki1 Cr'� ARENorFWMvTE IAEANa woEvORE 8WCn fNTEFRXMR&raE THE O ERELTrP OFFENCES,MAffr NG �,,�«�Bim` G O AxWMVMxE AMNAuanox. ••y0 mrAumoRrTm anaArmvoR 9 ro nsssuRVErrsA noun 2 aEcnoxrmsoFrxExEw sure � Ea�noxuw WRES OF 7M rEVIUPNOTEFA9Na rl@IM105 !ldODSEN.aR SNNLAOTEEC616ERM ro Aua rmemRr runaNS lNt)'GI61HHtaN5mvl1 N - ISFR rorNEFERWWXMFORWROY MESWtrEY ��A�aa� ro O CURRENT ZONING:R-40 =40W—.aorrnxla•NrKAT YANV tEravxcusmunoxusrEo��Lax,Arm ro'Mn= of E mm ALLOWABLE LOT COVERAGE:4,050 SQ.FT. =20% nMW CMM1CAV0NSARENOTnWSFE UBIE MAOMoxx wsnrunorsoRsussEnuerr PROPOSED LOT COVERAGE'3,821 SQ.FT. =18.9% L LL1 C W I PROP SILT FENCEUj �� �SQQD jp Llti y �� \'�1\` • 30 DW4 °00 ROP. SILT NCE ICE DW5 IMATE OQ�S�y�P� all LIMITOFCLEARING ��/ GQaC�� J DW3 ROP.CON ET�-�������CF WASHOU ROP.CONSRU ON 0� c ENTRANCE/ EROSION&SEDIMENT CONTROLS U J W D ILTER FAB DROP ��G\� �JD Shall include but not be limited to: %� V INLET,PR ECTIO A well maintained Construction Entran Z � Wire Backed Silt Fencing, stabilization& W Seeding of exposed and/or inactive soils. O D� O �Q�p��O DRAINAGE INSPECTIONS ARE REQUIRED F �=�•�L `� \ Q ED W cn Contact TOS Engineering at 765-1560 before -w __— --- - Backfill, OR Provide Engineer s Certification that the drainage has been installed to Code. " �12 APPROVAL OF STORM TER MANAGEMENT TEST HOLE DATA mop, CoNTRO PLA -To n ode 23 EL,33.0'+I• Date: TOPSOIL APProv d b : (OL) -0.51 COARSE SAND ?moo/ (SW) -2.5' 0 y � PALE BROWN FINE TO 9� COARSE SAND O (SP) •11.0 TEST HOLE BORING BY HANDS ON SURVEYING 11123116 O S SITE PLAN F SL1IP%ALE: 1 "=30'-0" WOVEN WIRE FENCE (MIN.14 1/2 GAUGE 2"X4"WOOD FRAME W/MAX.6"MESH 10'MAX.C.TO C SPACING) 1 5'MAX. STAKE 36"MIN.LENGTH FENCE FABRIC POSTS DRIVEN MIN.16" INTO GROUND ` �- 3'MIN. HEIGHT OF FILTER v w =16"MIN. II va w� w i w . SII v� 6..MIN. ' w v w DROP INLET BURIED FABRIC PERSPECTIVE VIEW l` WITH GATE r�'( ■ FRAME 36"MIN.FENCE POST V WOVEN WIRE FENCE(MIN.141/2 7 ` GAUGE W/MAX.6"MESH SPACING) Z / ,-- WITH FILTER CLOTH 20"MIN ` 1'MIN r FLOW r UNDISTURBED GROUND a i GATHER EXCESS I I I l I COMPACTED SOIL I AT CORNERS r EMBED FILTER CLOTH 16"MIN. Q AMIN.OF6"IN GROUND CONSTRUCTION SPECIFIC PONS SECT�NVI W 1.FILTER FABRIC SHALL HAVF AN Fn,.;nF AMAR R1JRI AP MAY CONSTRUCTION gPPrlFl('ATinNJq Wl.n- • SURVEY OF CERTIFIED TO:OPH CONSTRUCTION RICHARD FLOOD LOT 12 MAP OF EASTWOOD ESTATES JOB NO.:2016-285 MAP NO.:3683 _ SITUATEAT FILED:NOVEMBER 16, 1962 r hd( ae �,• REVISIONS: CUTCHOG UE PREP. FOR HEALTH PERMIT 1/18/20 7 •,�`� 1!�QyA o ` `° i TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C.T.M. DIST. 1000 SEC. 110 BLK. 3 LOT 21 f _ I 0 10 0 20 40 60 80 100 120 140 160 180 SCALE1"=40' DATE:NOVEMBER 23, 2016 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES LICENSE NO. 050363 1 aS1miT FOR APPROVAL OF CON STRUCTioN FOR A SINGLE Amwr ,ixmCONLY HANDS ON SURVEYING 26 SILVER BROOK DRIVE R DATE 3 tf) , R F. k)-17-•001 FLANDERS, NEW YORK 11901 W E APpROVE� . TEL:(631)-369-8312-FAX.'(631)-369-8313 MARTIN D. HAND L.S FOR A}slf UM OF BEBR00NI.cr COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING EXPIRES THREE YEARS FROM DATE OF APPROVAL THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE ONSIDERED TO BE A VALID COPY AND SHALL NOT BE USED FOR ANY PURPOSE. LOT AREA:20,250 SQ.FT. =0.465 ACRE ELEVATIONS SHOWN HEREON REFER TO NAVD 1988 S.C.D.H.S. ENDORSEMENTS AND ARE THE RESULTS OF ACTUAL FIELD MEASUREMENTS NO SURFACE WATER EVIDENT WITHIN 300' ALL PROPERTIES WITHIN 150'ARE IMPROVED AND TEST HOLE DATA SUFFOLK COUNTY DEPARTMENTOFHEALTH SERVICES SERVICED BY PUBLIC WATER UNLESS NOTED AS VACANT OFFICE OF WASTEWATER MANAGEMENT NO VISIBLE WELLS EVIDENT WITHIN 150 OF SUBJECT BOUNDARY DARDS-FIGURE EL:33.0'+/- RESIALERNAIEATCCLLEANOUTDETAIL6 TOPSOIL STOPPER OR SLATE OR OTHER END PLUG 1 ABLE COVER (OL) -0.5' COARSE o�W SAND ; SEWERPIPE (Sm -2.5' 5'ELBOWS P E BROWN E TO CSA RAE 45•EL80W AL p�\V`10 TEST HOLE BO G BY 0 F HANDS ON SUR V PING �jcp 11/23/16 oAE \0Q�OJ p�F���E�' 1�' \Abf a 3 _ o s� F� o3e C� � i , s Q c°QD�G� uU\ °°� PAIOU rrQ L OP �VCEC SE yjC£ L so? Q�a L 0.0 p�p�•�� v9�m mN v Q(�°P�°PGD xl co`LcG p� —34 Z GQ 0�0�� J G r �o��m• Opp Y3�o \� 01- o p0��P �D?D' cn L o0 N ?00 �Des / `3 G �5 o vp� p a r �Lr�Z 4'a, 2 cp- FASEMB/TANDOASUBSURFACE STRUCOROGD RENOEOOR TGUA UNRECOROEDARENOTGUARATTHE UNLESSPHYSICALLLLY EVIDENT Ai THE nME OF SURVEY SI niE OiFSE O"TH sTUCNSIES To 0 HEREON FRUNESA ETRUCTUREE To PROPERTYMNESEA FORASPECIFIC PURFOEE ANDVEEMD THFREFORE 0 ME NOT INTENDED TO GUIDE ME ERECnONOFFENCES RETAINING WALLS,POOLS,PATS BUILDINGS / •OO AREAS ADDITIONSRCONSTRUCn N MD TH OIZED ALTE ATIONON TO THISIORRVE ALTERAW10 ON ��T) TOTHISSUHVEYISAVIOGi10 SECnON72WOFTHENEW STATE ` EDWATiWLAW PISS0FTHIS VEMAP NOT BEA RING THELADS ,"MOR N EMBOSSSHALLNOTEECQNSIDERE D TO At10 nTlFCOPY nFIC EPE1N0'LATEO WON SHALL RUN 000 ONLY TO'n—Ila-FOR ED—DMTHEEURVEY 11I EnWECOMPMDMY,OGOVERNMENTAL TO THE O AGENCYANO LENDING INEnTUDONLIETEO HEREON,MO TO THEASEIGNEEE OF OIEIENgNG INEn• TURON TjwAL CAnONEARENOTTRANEFE TO AOOIiIONAL INEnNnONS OR SUBSEOUENTNi OWNERS ENERGY RATING SERVICE INC EN RCY� ISLIP TERRACE, NY 11752 631.383.4198 �c ENERGYRATINGSERVICE@YAHOO.COM �• New York Residential Energy Code 2016, IECC 2015 Project Address Eastwood Dr,Cutchoxue The following insulation&mechanical specifications were used to model the aforementioned address to comply with HERS Index score 54. The Compliance Certificate will reflect these specifications. Please make sure the architect is made aware of any modifications before going for permits. Insulation values on plans must match those on the Code Compliance Certificate Insulation Specifications: • Roof Rafters/Vaulted: (1140) 10.25" LOW DENSITY FOAM (sealed attic) • 2X6 Exterior Walls: R19 FIBERGLASS BATT • Foundation Walls:R13 FIBERGLASS BATT, R10 EXTERIOR INSULATION Mechanical Specifications: *model#s and specs see Manual JS • 94%AFUE GAS BOILER,AIR DISTRIBUTION HOT WATER COILS • INDIRECT FIRED GAS HOT WATER STORAGE • 15 SEER AC Equipment *see manual j for zones and sizing • Balanced Mechanical Ventilation min 100 cfm 24hrs ERV Other Specifications • Windows/Skylight:0.32 U value,0.30 SHGC • Building Envelope air leakage less than 3 air changes per hour @50 Pa • HVAC system &duct air leakage to outside less than 4Cfm25 Pa per 100 sqft • Min 1 Energy Star appliance • Min 75%energy efficient interior lighting • Building cavity cannot be used as ductwork • Pools and permanent spas energy consumption meet requirements IECC2015 R403.10 • All Hot Water pipes insulated to R3 • **Highly Recommend:Dedicated returns to each bedroom or enclosed spaces(conditioned attic) • **Dehumidification for basement and crawlspaces or any oversized cooling hvac zones • **Humidification for any oversized heating hvac zones Copies of the codes as of 10.3.2016 are available at. IECC2015 http://codes.iccsafe.org/app/book/content/2015-1- Codes/NY/2015%201ECC%20HTML/Chapter%204%209%5BRE%SD.html 2016 Supplement to the NY State ECCC http://www.dos n . ov DCEA df 2016%20EC%2OSu -Revised-20 6 0 2 �I G''� approved%20bycouncd%20V-A:pdf D Local Township http://ecode360.com/ Southampton http:aecode360 com/8694502 MAY - 1 2018 TOWN OF SOUTDOLD Budding Summary EN�RCsY Property Organization HERSi<rlli�, ��,��� Residence Energy Rating Service Inc Projected Rating Eastwood Dr 631.383.4198 2017-08-23 Cutchogue, NY 11935 Matt Wahl Rating No:MW00607 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC,W/2016'NEW YORK OPH Construction STATE SUPPLEMENT R607-1-EASTWOOD-MJW.big Property/Builder Information Building Name 2015 IECC,W/2016 NEW YORK STATE SUPPLEMENT Owner's Name Residence Property Address Eastwood Dr City, St, Zip Cutchogue, NY 11935 Phone Number Xoa.)=.Xooa Builder's Name OPH Construction Phone Number 631.774.7682 Email Address tutlyoph@gmail.com Plan/Model Name custom home Community/Development SCTM#1000-110-3-21 Permit Date/Number n/a Organization Information" Organization Name Energy Rating Service Inc Address 35 Tellar Dr City,St, Zip Islip Terrace, NY 11752 Phone Number 631.383.4198 Website Rating/RE ;NET Information Provider ID 1998-123 Sample Set ID 00000000 Registry ID Registry Date Registered Rater's Name Matt Wahl Rater's ID 2572845 Rater's Email energyratingservice@yahoo.com Last Field Insp 2017-08-23 Rating Type Projected Rating Reason for Rating New Home Rating Number MWO0607 REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder,Colorado. BuildingSummary EN RCY���� Property Organization HERS l%er�lcc Residence Energy Rating Service Inc Projected Rating Eastwood Dr 631.383.4198 2017-08-23 Cutchogue, NY 11935 Matt Wahl Rating No:MW00607 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC,W/2016 NEW YORK OPH Construction STATE SUPPLEMENT R607-1-EASTWOOD-MJW.big General Building Information Area of Conditioned. Space(sq ft) 4867 Volume of Conditioned. Space 57134 Year Built 2017 Housing Type Single-family detached Level Type(Apartments Only) None Floors on or Above-Grade 2 Number of Bedrooms 4 Foundation Type Conditioned basement Enclosed Crawl Space Type N/A Number of Stories Including Conditioned Basement 3 Thermal Boundary Location N/A Foundation Wall Information <. Name Library Entry Location Length(ft) Total Depth Height Uo Value Uo Value Height(ft) Below Above Combo* (wall only) Grade(ft) Grade(ft) Foundation R13,G2,4-16,10E Cond->ambient/gm 214.0 9.0 8.0 1.0 0.037 0.051 *Uo Value Combo combines wall,airfilm, and soil path Foundation Wall Library List Foundation Wall: 1113,G2,4-16,10E Type Solid concrete or stone Thickness(in) 10.0 Studs Wood, 2x4, 16"o.c. Interior Insulation Continuous R-Value 0.0 Frame Cavity R-Value 13.0 Cavity Insulation Grade 2 Ins top 0.0 ft from top of wall Ins Bottom 0.0 ft from bottom of wall Exterior Insulation R-Value 10.0 Ins top 0.0 ft from top of wall Ins bottom 0.0 ft from bottom of wall REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 2 of 17 , e Building Summary ENERGY�,� Property Organization HERS ����� (Jeiel"" Residence Energy Rating Service Inc Projected Rating Eastwood Dr 631.383.4198 2017-08-23 Cutchogue, NY 11935 Matt Wahl Rating No:MW00607 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC,W/2016 NEW YORK OPH Construction STATE SUPPLEMENT R607-1-EASTWOOD-MJW.big Foundation Wall Library List Note added grade AP 12/2/05 Slab Floor Information Name Library Entry Area(sq ft) Depth Below Full Exposed On-Grade Grade(ft) Perimeter(ft) Perimeter(ft) Perimeter(ft) Basement Uninsulated1 1920 8.0 241 241 0 Slab Floor Library List Slab Floor: Uninsulated1 Slab Covering None Perimeter Insulation (R-Value) 0.0 Perimeter Insulation Depth (ft) 0.0 Under-Slab Insulation (R-Value) 0.0 Under-Slab Insulation Width (ft) 0.0 Slab Insulation Grade 1 Radiant Slab No Note .Frame Floor Information Name Library Entry Location Area(sq ft) Uo Value Garage R30,FG2,12-12 Btwn cond Et garage 576 0.042 Frame Floor-Library List _ Floor: R30,FG2,12-12 Information From Quick Fill Screen Continous Insulation R-Value 0.0 Cavity Insulation R-Value 30.0 Cavity Insulation Thickness(in.) 9.0 Cavity Insulation Grade 2 Joist Size (w x h, in) 1.5 x 11.5 Joist Spacing(in oc) 16.0 Framing Factor- (default) 0.1300 Floor Covering HARDWOOD Note Updated Grade 2 AP 11/1/05 REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder,Colorado. Page 3 of 17 Building ENIERCY Property Organization HERS rail V ��,«,� Residence Energy Rating Service Inc Projected Rating Eastwood Dr 631.383.4198 2017-08-23 Cutchogue, NY 11935 Matt Wahl Rating No:MW00607 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC,W/2016 NEW YORK OPH Construction STATE SUPPLEMENT R607-1-EASTWOOD-MJW.big Rim and Band Joist Information Name Location Area(sq ft) Continuous Framed Cavity Ins Joist; Insulation Uo Value Ins Cavity Ins Thk(in) Spacing Grade base-amb Cond -> 241.00 0.0 19.0 5.5 16.0 2 0.057 ambient 1-amb Cond -> " 80.00 0.0 19.0 5.5 16.0 2 0.057 ambient 1-garage Cond-> garage 42.00 0.0 19.0 5.5 16.0 2 0.057 Above-Grade Wall Name Library Entry Location Exterior Color Area(sq ft) Uo Value 5 R19,FG2,6-16 Cond >ambient Medium 168.00 0.068 _ 6 R19,FG2,6-16 Cond > ambient Medium 104.00 0.068 7 R19,FG2,6-16 Cond->ambient Medium 116.00 0.068 8 R19,FG2,6-16 Cond > ambient Medium 124.00 0.068 9 R19,FG2,6-16 Cond ->ambient Medium 96.00 0.068 10 R19,FG2,6-16 Cond > ambient Medium 64.00 0.068 11 R19,FG2,6-16 Cond -> ambient Medium 36.00 0.068 12 R19,FG2,6-16 Cond->ambient Medium 100.00 0.068 13 R19,FG2,6-16 Cond > ambient Medium 12.00 0.068 14 R19,FG2,6-16 Cond > ambient Medium 12.00 0.068 15 R19,FG2,6-16 Cond->ambient Medium 100.00 0.068 16 R19,FG2,6-16 Cond -> ambient Medium 116.00 0.068 17 R19,FG2,6-16 Cond ->ambient Medium 100.00 0.068 18 R19,FG2,6-16 Cond -> ambient Medium 76.00 0.068 19 R19,FG2,6-16 Cond > ambient Medium 100.00 0.068 20 R19,FG2,6-16 Cond ->ambient Medium 12.00 0.068 21 R19,FG2,6-16 Cond->ambient Medium 72.00 0.068 22 R19,FG2,6-16 Cond > ambient Medium 88.00 0.068 23 R19,FG2,6-16 Cond > ambient Medium 32.00 0.068 24 R19,FG2,6-16 Cond->ambient Medium 351.50 0.068 25 R19,FG2,6-16 Cond > ambient Medium 209.00 0.068 26 R19,FG2,6-16 Cond -> garage Medium 190.00 0.068 27 R19,FG2,6-16 Cond >ambient Medium 142.50 0.068 28 R19,FG2,6-16 Cond -> ambient Medium 247.00 '0.068 REM/Rate- Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 4 of 17 Building Summary ENERGY�� Property Organization HERS ����� Verrfcc Residence Energy Rating Service Inc Projected Rating Eastwood Dr 631.383.4198 2017-08-23 Cutchogue, NY 11935 Matt Wahl Rating No:MW00607 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC,W/2016 NEW YORK OPH Construction STATE SUPPLEMENT R607-1-EASTWOOD-MJW.big Above-Grade Wall Name Library Entry Location Exterior Color Area(sq ft) Uo Value 29 R19,FG2,6-16 Cond->ambient Medium 123.50 0.068 30 R19,FG2,6-16 Cond > ambient Medium 71.25 0.068 31 R19,FG2,6-16 Cond -> garage Medium 57.00 0.068 32 R19,FG2,6-16 Cond-> garage Medium 66.50 0.068 33 R19,FG2,6-16 Cond > ambient Medium 133.00 0.068 34 R19,FG2,6-16 Cond > ambient Medium 256.50 0.068 35 R19,FG2,6-16 Cond > ambient Medium 57.00 0.068 36 R19,FG2,6-16 Cond-> ambient Medium 104.50 0.068 37 R19,FG2,6-16 Cond->ambient Medium 161.50 0.068 38 R19,FG2,6-16 Cond->ambient Medium 99.75 0.068 39 R19,FG2,6-16 Cond->garage Medium 85.50 0.068 Above-Grade Wall Library List Above-Grade Wall: R19,FG2,6-16 Information From Quick Fill,Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 0.0 Frame Cavity Insulation (R-Value) 18.0 Frame Cavity Insulation Thickness(in) 5.5 Frame Cavity Insulation Grade 2 Stud Size (w x d, in) 1.5 x 5.5 Stud Spacing(in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness(in) 0.5 Note Updated Grade II BH 10/24/05 Window Information Overhang Interior Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading AGWall1 Southwes 0.320 0.300 42.75 0.0 0.0 4.8 0.85 0.70 None None AGWall2 Northwes 0.320 0.300 28.50 2.0 0.5 5.3 0.85 0.70 \ None None AGWall4 Northeast 0.320 0.300 14.25 0.0 0.0 4.8 0.85 0.70 None None REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. 0 1985-2017 Noresco, Boulder, Colorado. Page 5 of 17 Building Summary EN�� GY Property Organization HERS /lcrllir� Melee Residence Energy Rating Service Inc Projected Rating Eastwood Dr 631.383.4198 2017-08-23 Cutchogue, NY 11935 Matt Wahl Rating No:MW00607 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC,W/2016 NEW YORK OPH Construction STATE SUPPLEMENT R607-1-EASTWOOD-MJW.blg _ Window Information _ Overhang Interior Adjacent Name- Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading _ AGWall5 Northwes 0.320 0.300 6.99 2.0 0.5 3.5 0.85 0.70 None None AGWall6 Southeast 0.320 0.300 6.99 0.0 0.0 3.0 0.85 0.70 None None AGWall8 Southwes 0.320 0.300 13.50 0.0 0.0 4.5 0.85 0.70 None None AGWall13 Northeast 0.320 0.300 14.25 0.0 0.0 4.8 0.85 0.70 None None AGWall15 Southwes 0.320 0.300 6.99 0.0 0.0 3.0 0.85 0.70 None None AGWall18 Northeast 0.320 0.300 14.25 0.0 0.0 4.8 0.85 0.70 None None AGWall20 Northeast 0.320 0.300 288.00 14.0 0.5 8.5 0.85 0.70 None None AGWall21 Northwes 0.320 0.300 27.96 0.0 0.0 3.0 0.85 0.70 None None AGWall23 Southwes 0.320 0.300 14.00 0.0 0.0 7.0 0.85 0.70 None None AGWall24 Southwes 0.320 0.300 32.62 6.0 0.0 7.0 0.85 0.70 None None AGWall24 Southwes 0.320 0.300 24.00 0.0 0.0 8.0 0.85 0.70 None None AGWall25 Northwes 0.320 0.300 28.50 0.0 0.0 4.8 0.85 0.70 None None AGWall29 Northeast 0.320 0.300 28.50 0.0 0.0 4.8 0.85 0.70 None None AGWatl32 Northeast 0.320 0.300 6.99 0.0 0.0 3.0 0.85 0.70 None None AGWall33 Southeast 0.320 0.300 13.98 0.0 0.0 3.0 0.85 0.70 None None FndWall1 North 0.320 0.300 28.50 0.0 0.0 4.8 0.85 0.70 None None Door Information Name Library Entry Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area 2-1/4 Wd solid core AGWall 22 21.0 0.268 2.8 No R5 steel insul FndWall 1 21.0 0.168 5.0 No Roof Information Name Library Ceiling Roof Exterior Radiant Type Uo Value Cement or Roof Tile Entry Area(sq ft) Area(sq ft) Color Barrier Clay Tiles Ventilation ` Roof R40,LDF1,12-1 996.00 1213.00 Medium No Seated 0.029 No No Rafters Attic Slope R40,LDF1,12-1 1800.00 1800.00 Medium No Vaulted 0.030 No No Ceiling REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 6 of 17 Bu ilding Summary ENERGY Property Organization HERS /Gir� CJcrric� Residence Energy Rating Service Inc Projected Rating Eastwood Dr 631.383.4198 2017-08-23 Cutchogue, NY 11935 Matt Wahl Rating No:MW00607 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC,W/2016 NEW YORK OPH Construction STATE SUPPLEMENT R607-1-EASTWOOD-MJW.btg Roof Library List Ceiling: R40,LDF1,12-16s Information From Quick Fill Screen Continous Insulation (R-Value) 0.0 Cavity Insulation (R-Value) 40.0 Cavity Insulation Thickness(in) 10.3 Cavity Insulation Grade 1 Gypsum Thickness(in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 11.5 Insulated Framing Spacing(in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Sealed Attic Note Ceiling: R40,LDF1,12-16v Information From Quick Fill Screen Continous Insulation (R-Value) 0.0 Cavity Insulation (R-Value) 38.0 Cavity Insulation Thickness(in) 10.3 Cavity Insulation Grade 1 Gypsum Thickness(in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 11.5 Insulated Framing Spacing(in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Vaulted Note REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. 01985-2017 Noresco,Boulder, Colorado. Page 7 of 17 Building S r ENEFC�Y�� Property Organization HERS ����� cJcr�ycc Residence Energy Rating Service Inc Projected Rating Eastwood Dr 631.383.4198 2017-08-23 Cutchogue, NY 11935 Matt Wahl Rating No:MW00607 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC,W/2016 NEW YORK OPH Construction STATE SUPPLEMENT R607-1-EASTWOOD-MJW.big Mechanical Equipment Number of Mechanical Systems 5 Heating SetPoint(F) 70.00 Heating Setback Thermostat Present Cooling SetPoint(F) 75.00 Cooling Setup Thermostat Present Heat: Gas Hyd-air,44k, 949of SystemType Fuel-fired air distribution Fuel Type Natural gas Rated Output Capacity(kBtuh) 44.0 Seasonal Equipment Efficiency 94.0 AFUE Auxiliary Electric 355 Eae Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 50 Heat: Gas Hyd-air,44k, 9496L SystemType Fuel-fired air distribution Fuel Type Natural gas Rated Output Capacity(kBtuh) 44.0 Seasonal Equipment Efficiency 94.0 AFUE Auxiliary Electric 355 Eae Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 50 Cool: ACC, 18K, 15 SEER: System Type Air conditioner Fuel Type Electric REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 8 of 17 Building u ar ENIERGY�� Property Organization HERS r7�i�.cJciI'lee Residence Energy Rating Service Inc Projected Rating Eastwood Dr 631.383.4198 2017-08-23 Cutchogue, NY 11935 Matt Wahl Rating No:MW00607 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC,W/2016 NEW YORK OPH Construction STATE SUPPLEMENT ` R607-1-EASTWOOD-MJW.big Mechanical Equipment Rated Output Capacity(kBtuh) 18.0 Seasonal Equipment Efficiency 15.0 SEER Sensible Heat Fraction (SHF) 0.70 Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 38 Cool: ACC, 30K, 15 SEER . System Type Air conditioner Fuel Type Electric Rated Output Capacity(kBtuh) 29.6 Seasonal Equipment Efficiency 15.0 SEER Sensible Heat Fraction (SHF) 0.70 Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 62 [—MW: Gas,ITJ0ga1,94B% Water Heater Type Integrated Fuel Type Natural gas Energy Factor 0.86 Recovery Efficiency 0.94 Water Tank Size(gallons) 70 Extra Tank Insulation (R-Value) 0.0 Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 100 REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 9 of 17 BuildingSummary ENE�RC�Y Property Organization HERS i'/ia/��f� r<<Ic� Residence Energy Rating Service Inc Projected Rating Eastwood Dr 631.383.4198 2017-08-23 Cutchogue, NY 11935 Matt Wahl Rating No:MW00607 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC,W/2016 NEW YORK OPH Construction STATE SUPPLEMENT R607-1-EASTWOOD-MJW.blg DHW Efficiencies All bath faucets Ft showers<=2gpm false All DHW pipes fully insulated>=R-3 true Recirculation type None (standard system) Farthest fixture to DHW heater 60 TOTAL Pipelength for longest DHW run 90 DWHR unit present? false DHW Diagnostics dhwGpd 51.50 peRatio 0.81 dishwasherGpd 3.19 clothesWasherHotWaterGPD -0.09 EDeff 0.95 ewaste 24.78 tmains 57.60 dwhrWhlnletTempAdj 0.00 pumpConsKwh 0.00 pumpConsMmbtu 0.00 REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 10 of 17 Building Summary ENERGY Property Organization HERS ���� ��,��� Residence Energy Rating Service Inc Projected Rating Eastwood Dr 631.383.4198 2017-08-23 Cutchogue, NY 11935 Matt Wahl Rating No:MW00607 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC,W/2016 NEW YORK OPH Construction STATE SUPPLEMENT R607-1-EASTWOOD-MJW.big Duct systems Name 2nd Floor Conditioned Floor Area(sq ft) 1027.0 #of Returns 3 Heating System Gas Hyd-air,44k, 94% Cooling System ACC, 18K, 15 SEER Supply Duct Surface Area(sq ft) 102.2 Return Duct Surface Area(sq ft) 56.8 Duct Leakage Qualitative Assessment Not Applicable Duct Leakage to Outside Supply+Return 20.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable Total Duct Leakage 20.00 CFM @ 25 Pascals Duct Tightness Test Postconstruction Test Type Location Percent Location R-Value Supply Conditioned space 100.0 4.0 Return Conditioned space 100.0 4.0 Name 1st Floor, Basement Conditioned Floor Area(sq ft) 3840.0 #of Returns 2 Heating System Gas Hyd-air,44k, 94% Cooling System ACC, 30K, 15 SEER Supply Duct Surface Area(sq ft) 395.5 Return Duct Surface Area(sq ft) 146.5 Duct Leakage Qualitative Assessment Not Applicable Duct Leakage to Outside Supply+Return 20.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable REM/Rate- Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder,Colorado. Page 11 of 17 Building ENERGY Property Organization HERS ���� r�;«� Residence Energy Rating Service Inc Projected Rating Eastwood Dr 631.383.4198 2017-08-23 Cutchogue, NY 11935 Matt Wahl Rating No:MW00607 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC,W/2016 NEW YORK OPH Construction STATE SUPPLEMENT R607-1-EASTWOOD-MJW.big Duct Systems Total Duct Leakage 20.00 CFM @ 25 Pascals Duct Tightness Test Postconstruction Test Type Location Percent Location R-Value Supply Conditioned space 100.0 4.0 Return Conditioned space 100.0 4.0 REM/Rate- Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 12 of 17 Building Summary E1�IRa C�Y�� Property Organization HERS /ri� (Jcr�r,'cc Residence Energy Rating Service Inc Projected Rating Eastwood Dr 631.383.4198 2017-08-23 Cutchogue, NY 11935 Matt Wahl Rating No:MW00607 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC,W/2016 NEW YORK OPH Construction STATE SUPPLEMENT R607-1-EASTWOOD-MJW.big Infiltration and Mechanical Ventilation Whole House Infiltration Measurement Type Blower door test Heating Season Infiltration Value 3.00 ACH @ 50 Pascals Cooling Season Infiltration Value 3.00 ACH @ 50 Pascals Shelter Class' 4 Code Verification Tested Mechanical Ventilation for IAQ Type Balanced Rate(cfm) 100 Sensible Recovery Efficiency(%) 65.00 Total Recovery Efficiency(%) 59.00 Hours per Day 24.0 Fan Power(watts) 85.00 ECM Fan Motor true Ventilation Strategy for Cooling Cooling Season Ventilation Natural Ventilation r REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder,Colorado. Page 13 of 17 it i EN � yGY Property Organization HERS t'ltcrlii e ice Residence Energy Rating Service Inc Projected Rating Eastwood Dr 631.383.4198 2017-08-23 Cutchogue, NY 11935 Matt Wahl Rating No:MW00607 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC,W/2016 NEW YORK OPH Construction STATE SUPPLEMENT R607-1-EASTWOOD-MJW.big Lights and Appliances Rating/RESNET audit s Ceiling Fan CFM/Watt 0.00 Refrigerator kWh/yr 678 Refrigerator Location Conditioned Range/Oven Fuel Type Natural gas Induction Range No Convection Oven Yes Dishwasher Energy Factor 0.66 Dishwasher kWh/yr 0 Place Setting Capacity 12 Clothes Dryer Fuel Type Natural gas Location Conditioned Moisture Sensing Yes CEF 2.32 Clothes Washer Location Conditioned LER(kWh/yr) 96 IMEF 3.060 Capacity(CU.Ft) 3.810 Electricity Rate 0.11 Gas Rate 1.22 Annual Gas Cost 11.00 Qualifying Light Fixtures Interior CFLs% 75.0 Interior Fluorescent% 25.0 Exterior Lights% 50.0 i Garage Lights% 50.0 REM/Rate-Residential(Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. O 1985-2017 Noresco, Boulder,Colorado. Page 14 of 17 ouilding Summary - EH �yRC�Y�� Property Organization HERS /lrrll� cJer�icc Residence Energy Rating Service Inc Projected Rating Eastwood Dr, 631.383.4198 2017-08-23 Cutchogue, NY 11935 Matt Wahl Rating No:MW00607 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC,W/2016 NEW YORK OPH Construction STATE SUPPLEMENT R607-1-EASTWOOD-MJW.big Mandatory Requirements IECC Requirements Verified IECC 04 true Verified IECC 06 true Verified IECC 09 true Verified IECC 12 true Verified IECC 15 true Verified NY-ECCC 2016 true Verified IECC MI true EPA Requirements Rater certifies that the home complies with the following requirements for: None Rater Design Review Checklist(National) Rater Field Checklist(National) HVAC Design Report HVAC Commissioning Checklist (optional) ENERGY STAR Version 3 Appliances Amount Refrigerators 1 Ceiling Fans 0 Exhaust Fans 2 Dishwashers 1 ENERGY STAR Version 3 Basements Basement Wall Area 50%Below Grad: false Basement Floor Area 0.00 2009 IECC Prescriptive Requirements for ENERGY STAR v3.0 false Slab Insulation Exemption: false Indoor airPlus Verification Checklist false EPA Field App ID REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 15 of 17 it Ing Summary ENERGY�� Property Organization HERS �lRltie7 ��Jei lee Residence Energy Rating Service Inc Projected Rating Eastwood Dr 631.383.4198 2017-08-23 Cutchogue, NY 11935 Matt Wahl Rating No:MW00607 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC,W/2016 NEW YORK OPH Construction STATE SUPPLEMENT R607-1-EASTWOOD-MJW.big DOE Zero Energy Ready Home Home Builder ID Number Mandatory Requirements Verified Fenestration false Verified Insulation false Verified Duct Location false 'Verified Appliance false Verified Lighting false Verified Fan Efficiency false Verified Water Efficiency false Verified EPA Indoor airPLUS false Verified Renewable Energy Ready Solar Electric false Optional Home Builder Commitments for Recognition Certified under the EPA WaterSense for New Homes Program No Certified under the IBHS fortified for Safer Living Program No Followed the DOE Zero Energy Ready Home Quality No Management Guidelines The buyer of this home signed a waiver giving DOE Zero Energy No Ready Home access to utility bill data for one year. Active Solar System Type None Collector Loop Type None Collector Type None Collector Orientation None Area(sq ft) 0.0 Tilt(degrees) 0.0 Volume(cu ft/gal) 0.0 REM/Rate- Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder,Colorado. Page 16 of 17 Building Summary ENERGY Property Organization HERS Residence Energy Rating Service Inc Projected Rating Eastwood Dr 631.383.4198 2017-08-23 Cutchogue, NY 11935 Matt Wahl Rating No:MW00607 RaterID:2572845 Weather:Rivethead, NY Builder 2015 IECC,W/2016 NEW YORK OPH Construction STATE SUPPLEMENT R607-1-EASTWOOD-MJW.big Notes MJW 08/23/2017 EASTWOOD DR HOUSE DESCRIPTION -HERS RATING ONLY -NEW HOME -HERS INDEX 54 OR LOWER PER 2015 IECC -NATURAL GAS -12:12, 10:12, 8:12, 6:12 PITCH -4 BEDROOMS -2 STORY -FRONT FACES SOUTH WEST -ATTACHED GARAGE -BASEMENT HOUSES BOILER, HOT WATER STORAGE, 1 AIR HANDLER,1 AC COIL,1 WATER COIL -SEALED ATTIC HOUSES 1 AIR HANDLER,1 AC COIL, 1 WATER COILS -RETURN GRILLS 6 -INDOOR AIR QUALITY: ERV 120 CFM X24HRS r REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 17 of 17 Manual DJS HVAC Load Calculations for Eastwood Dr, Cutchogue Prepared By Matt Wahl Energy Rating Service Inc Islip Terrace, NY 11752 631.383.4198 Sunday,August 27,2017 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development;Inc. Energy Ratinq Service IV'an'Ual DJS 'Islip' TerraceNY,11752 Pa e 2 Pro'ect,Re ort. - General Proiect Information Project Title: Manual DJS Project Date: 08/23/2017 Client Name: Eastwood Dr, Cutchogue Company Name: Energy Rating Service Inc Company Representative: Matt Wahl Company City: Islip Terrace, NY 11752 Company Phone: 631.383.4198 Company E-Mail Address: energyratingservice@yahoo.com Design Data Reference City: Suffolk County AFB, New York Building Orientation: Front door faces Southwest Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rei.Hum Dry Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Figures Total Building Supply CFM: 1,700 CFM Per Square ft.: 0.349 Square ft. of Room Area: 4,867 Square ft. Per Ton: 1,516 Volume(fl?): 57,134 Building Loads Total'Heating Required Including Ventilation Air: 53,110 Btuh 53.110 MBH Total Sensible Gain: 34,048 Btuh 88 % Total,Latent Gain: 4,479 Btuh 12 % Total Cooling Required Including Ventilation Air: 38,527 Btuh 3.21 Tons(Based On Sensible+Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure,to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. G:\Energy Rating.Service\#Rem Files\OPH\Eastwood Ct\Eastwood Dr 08232017.rh9 Sunday,August 27,2017, 8:45 AM i Rhvac-Residential&'Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service Manual DJS IsliD Terrace NY '11752 Pa e 3 Miscellaneous Re ort , System 1 2nd Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data D Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 System 2 1st Floor, Basement Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum D Bulb Difference Winter: , 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 Duct Sizing Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. -Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.130 AC/hr 0.070 AC/hr 124 CFM 67 CFM Infiltration Actual: 0.130 AC/hr 0.070 AC/hr Above Grade Volume: X 57,134 Cu.ft. X 57134 Cu.ft. 7,427 Cu.ft./hr 3,999 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 124 CFM 67 CFM Total Building Ventilation: 70 CFM 70 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.130 AC/hr(37 CFM), Construction:Tight Summer Infiltration Specified: 0.070 AC/hr(20 CFM), Construction:Tight ---System 2--- Infiltration&Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.130 AC/hr(87 CFM), Construction:Tight Summer Infiltration Specified: 0.070 AC/hr(47 CFM), Construction:Tight G:\Energy Rating Service\#Rem Files\OPH\Eastwood Ct\Eastwood Dr 08232017.rh9 Sunday,August 27,2017, 8:45 AM c Rhvac-.Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service' Manual DJS uli Terrace'NY 11752',- Pa e 4 Load Preview'Re ort Net ft. Sen Lai Net Sen Sys Ht Cy Ac Duc Scope 44 To fro Are GainGainGain , Loss CFM CFM CFM SIZE Building C 321 1,516 4,867 34,048 4,479 38,527 53,110 1,700 1,700 1,700 System 1 _ _ 0.94 1,088 1,027, 10,209 1,121 11,33C 17,874 600, 600L 600, 9x1 Ventilation _ _ - 307'--71-61 1,024 2,304 1�� _HW Piping ��-j--- Zone 1___ _ _- - 1,027 9,901 405 10,306 14,662 600 600 600 9x1 1-Bedroom_Front Left,WIC _ i__ -237 3,619 1031 3,722 3,775 154 214._ 219_ 2-- 2-Bedroom Back Left -- -- 171 2,104 58 2,162 1,927 79; 1281 1 8 2 3-2nd Floor Hall Bath -� ®!_ 84 469, 26 495' 8491 35? 281 28,1 4-Bedroom Right I 247 2,179 902,269 6 1 0 1321 1321 2 --�- j- ---i- i-- 5-Bedroom Right WIC _89 - 526 47' 573 1,588 65� 32�-321 _ _ .{_-w_ .�__ - 1 -6-Bedroom Riqht Bath -_- 100 418 49- 467 1,568 64, 25 25 1- 7-2nd Floor Hallway _- �- - �_ 99, 586 32 618 1,7731 36, 36{ 1 System_2 _ 2.27 1,69_4 3,840_23,839 3,357 27,197, 35,235 1,100 1,100 1,100 12x1 ' 1 -� ---� - -- Ventilation 716. 1,024 2,304 HW Pipmq Y 0 0 _� -_1I_-- Zone 1 Clq 71/o,Htq. 43% I I �~ 1,255 16,534 1,965 18,499' _ 13,943 470; 77T 777 10x1 8-Kitchen,Livino Room -� 800,'-12,089 1,272 13,361 10_,294 3471_568{ 568_6 14-Dininq Room,Foyer 455; 4,445 693, 5,138 3,649 123 209; 209 2- Zone 2-Clq 29%,Htq 57% -V� 2,585 6,88 676, 7,560 18,716 630, 323,- 323 Sx _9-Powder Room A `- _ _ 44�- 181 261 207258' 9 91 9- 1- �__ , ,..-..�...,_3 __.� 10-Laundry _ - 731 522,' 0 5 154 5a 251 25g 1- 11-Master Bedroom -_ e j 275, 2,131 94 2,225 3,397 114 100 100 1- 12-Master Bath i -- 1751 678- 56! 734 2,107{ 711 32' 32 1_ 13-Master WC_ __ - ��- i_ 98i 144 39# 183 853 291 A-1 71 7 1 15-Basement Rec Area --� 1,920 3,227 461! 3,688 11,947 402 m 1523 -152 2-- Sum of room airflows may be greater than system auflow because system has multiple zones G:\Energy Rating Service\#Rem Files\OPH\Eastwood Ct\Eastwood Dr 08232017.rh9 Sunday,August 27,2017, 8:45 AM Rhvac-Residential,&Light Commercial HVAC Loads, Elite Software Development,Inc. Energy Rating Service Manual DJs, ISIi 'Terrace NY�,11-752,' ' Pa e 5 Duct Size Preview Room or Minimun ough Design SP Duct Duct Htg Clg Act. Duct Duct Name Source Velocit Velocit Facto L/10C Loss Velocit Lengt EIOAy Svstem 1 Supply Runouts 4 Zone 1-Bedroom Front Left,WIC Built-In 450f— 750 0 01 0 1 i 558 5� E 154; 21 _219 2-- 2-Bedroom Back Left Built-In _450 75 00 0.11 7306 € 7912-80 2- 3-2nd Floor Hall Bath Built-In ,— 450` 750 0.01 0.1 325.4 ^- 351 2 28� 1 4-Bedroom RightV Built-In s_s 450 7501 0 01 01 336.3 613 132 _2— 5-Bedroom Right WIC Built-In _ 456, 7501 _0.01 01 3653 --Y66 3-2-�� 1I- 6-Bedroom Right Bath Built-In —450 750— 001 — 2901_ 64; 2 ^251 1 7-2nd Floor Hallway _ r Built-in_�� 450, 7500.01 0.1, _ 407 1 I_ 73 3 36 1-__ Other Ducts in System 1 i _ _ —{ 09 0 Supply Main Trunk Built-in 01 0.003 0.1 6857_ 685 7— 600 60 I� 6001, 9x1 Svstem 2 Zone 1 8-Kitchen,Liwnq Room_ Built-In 450 750; 0 01;— 0.1 � 482__1 347, 56 5681 6 _ I 14-Dinmg Room,Fover Built-In — 4 450 750 0.011 01 531 7 —� 123, 20 209— 2— Zone 2 9-Powder Room'------ oom _ ___— Built-In s� 450 750 0.01 _ 976 4 9 9 9 1- m _�-_-i_�� _ _ -_� 10-Laundry -- B_ud1 t-In 450750; 001_ 011 281 1} 5' 2 _25 1- 11-Master Bedro_om_— � -Built-In i— 450 750i'__0 0 11 0.1 5098 __l 1.4 M00 100' 12-Master Bath — _ Built-In�m54 0� 7501 001 0.1�-- 3648 _ j _71' 3 32 1- 13-Master WIC _rn Built-In __450; _ 57 0 001 0 1j. 77.7, �_29 7 71- 1-M _15-Basement Rec Area _—�Built-In_ 450± 750{ 0.01 0.1 _ i 386, 402 15 __ 152{_.—2-- Other_Ducts in System 2 i ! _i i - I Supply Main Trunk I Built-In �— 11 1 � [ 650, 900, 0 003 0 1i — 825; m 1,100 1„10 1,100 12x1 Summary Svstem 1 Heatinq Flow: 600 �y — Coolinq Flow. 600 _ Svstem 2 Heating Flow 1100 Coollnq Flow. 1100 G:\Energy Rating Service\#Rem Files\OPH\Eastwood Ct\Eastwood Dr 08232017.rh9 Sunday,August 27,2017, 8:45 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqy Rating Service ` Manual DJS Islip Terrace:NY, 11752 !?age 6 Total,,8uildin °Summa Loads' Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain U:0.32, SHGC:0.30: Glazing-U:0.32, SHGC:0.30, u-value 641.5 12,320 0 13,785 13,785 0.32, SHGC 0.3 11 D: Door-Wood-Solid Core 21 8 0 8 8 11 P: Door-Metal-Polyurethane Core 21 365 0 116 116 12E-Osw:Wall-Frame, R-19,insulation in 2 x 6 stud 2872 11,720 0 2,030 2,030 cavity, no board insulation, siding finish,wood studs 12E-Osw: Part-Frame, R-19 insulation in 2 x 6 stud cavity, 378 26 0 26 26 no board insulation, siding finish,wood studs r13+r10:Wall-Basement, Custom, R-13 interior foam 2128.5 5,747 0 422 422 insulation to floor, R10 exterior insulation below grade to footing 'R40LD: Roof/Ceiling-Roof Joists Between Roof Deck and 3013.8 5,243 0 1,224 1,224 Ceiling or Foam Encapsulated Roof Joists, Custom, R-40 open cell 1/21b. spray foam, 10.25 inches in 2x12 joist cavity 20P-30: Floor-Over open crawl space or garage, Passive, 576 1,210 0 61 61 R-30 blanket insulation,any cover 21A-28: Floor-Basement,'Concrete slab, any thickness,2 1920 2,534 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 28'wide Subtotals for structure: 39,173 0 17,672 17,672 People: 5 1,000 1,150 2,150 Equipment: 683 12,701 13,384 Lighting: 80 273 273 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 124, Summer CFM:67 8,148 1,363 586 1,949 Ventilation:Winter CFM: 70, Summer CFM: 70 4,609 1,433 615 2,047 Exhaust:Winter CFM: 70, Summer CFM:70 Hot Water Piping,65 ft.Total: 1,180 0 0 0 AED Excursion 0 0 1.051 1.051 Total Building Load Totals: 53,110 4,479 34,048 38,527 Check Fi ures Total Building Supply CFM: 1,700 CFM Per Square ft.: 0.349 Square ft. of Room Area: 4,867 Square ft. Per Ton: 1,516 Volume(f:3): 57,134 F-Building Loads Total Heating Required Including Ventilation Air: 53,110 Btuh 53.110 MBH Total Sensible Gain: 34,048 Btuh 88 % Total Latent Gain: 4,479 Btuh 12 % Total Cooling Required Including Ventilation Air: 38,527 Btuh 3.21 Tons(Based On Sensible+Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. G:\Energy Rating Service\#Rem Files\OPH\Eastwood Ct\Eastwood Dr 08232017.rh9 Sunday,August 27, 2017, 8:45 AM Rhvac,•-Residential&Light Commercial HVAC Loads. Elite Software Development,Inc. Enerqv Rating Service Manual DJS Islip Terrace NY 11752 Rage 7 Manual 'S'Performance Data - S stem 1 -'2nd Floor Cooling Loads and Design Conditions Outdoor Dry Bulb: 83 Sensible Gain: 10,209 Outdoor Wet Bulb: 71 Latent Gain: 1,121 Indoor Dry Bulb: ' 75 Total Gain: 11,330 Indoor•RH: 50 Load SHR: 0.90 Elevation: , 67 Supply Airflow: 600 Latitude: 40 Entering Dry Bulb: 75.6 -Altitude Factor: 1 Entering Wet Bulb: 63.2 Equipment Performance Data at System Design Conditions Standard Air Conditioner-Model: , Nominal Capacity: 18,000 Interpolation Results: Percent Load of Load Sensible Capacity: 0 10,209 0% Latent Capacity: 0 1,121 0% Total Capacity: 0 11,330 0% This system's equipment was selected in accordance with ACCA Manual S. G:\Energy Rating Service\#Rem Files\OPH\Eastwood Ct\Eastwood Dr 08232017.rh9 Sunday,August 27,2017, 8:45 AM v Rhvac-Residential&Light Commercial HVAC Loads Elite'Software Development,Inc. Ener9v Rating•Service.' Manual DJS Iglip Terrace NY 11752,-- Pa e 8 Manual S Performance Data ' S stem 2 = .1st Floor= Basement Coolina Loads and Design Conditions Outdoor Dry Bulb: 83 Sensible Gain: 23,839 Outdoor Wet Bulb: 71 Latent Gain: 3,357 Indoor Dry Bulb: 75 Total Gain: 27,197 Indoor RH: 50 Load SHR: 0.88 Elevation: 67 Supply Airflow: 1,100 Latitude: 40 Entering Dry Bulb: 75.3 Altitude Factor: 1 Entering Wet Bulb: 62.8 E ui ment Performance Data at System Design Conditions Standard Air Conditioner Model: , Nominal Capacity: 30,000 Interpolation Results: Percent LQad of Load Sensible Capacity: 0 23,839 0% Latent Capacity: 0 3,357 0% Total Capacity: 0 27,197 0% This system's equipment was selected in accordance with ACCA Manual S. G:\Energy Rating Service\#Rem Files\OPH\Eastwood Ct\Eastwood Dr 08232017.rh9 Sunday,August 27,2017, 8:45 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development, Eneigv Rating"Service Manual DJS Isla Terrace.NY 11752 -Page-9, [S stem l Room"Loa'd,'Sumrmajy Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 Bedroom Front 237 3,775 52 2-6 558 3,619 103 165 219 Left,WIC 2 Bedroom Back 171 1,927 27 2-4 731 2,104 58 96 128 Left 3 2nd Floor Hall 84 849 12 1-4 325 469 26 21 28 Bath 4 Bedroom Right 247 3,168 44 2-6 336 2,179 90 99 132 5 Bedroom Right 89 1,588 22 1-4 365 526 47 24 32 WIC 6 Bedroom Right 100 1,568 22 1-4 290 418 49 19 25 Bath 7 2nd Floor Hallway 99 1,787 25 1-4 407 586 32 27 36 Ventilation 2,304 307 716 HW Piping 908 System 1 total 1,027 17,874 203 10,209 1,121 451 600 System 1 Main Trunk Size: 9x14 in. Velocity: 686 ft./min Loss per 100 ft.: 0.094 in.wg FQ—ooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 0.94 90%/10% 10,209 1,121 11,330 Actual: 1.50 80%/20% 14,400 3,600 18,000 Equipment Data Heating System Cooling System Type: Natural Gas Boiler Standard Air Conditioner Model: ULTRA Indoor Model: Brand: WEIL MCLAIN RHEEM Efficiency: 94 AFUE 15 SEER Sound: 0 0 Capacity: 0 Btuh 18,000 Btuh Sensible Capacity: n/a 14,400 Btuh Latent Capacity: n/a 3,600 Btuh AHRI Reference No.: n/a This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F,WODB: 10F, SIDB: 75F, SIRH: 50%,WIDB:70F, Sen. gain: 10,209 Btuh, Lat. gain: 1,121 Btuh, Sen. loss: 17,874 Btuh, Entering clg. coil DB: 75.6F, Entering clg. coil WB:63.217, Entering htg. coil DB:66.5F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req.clg. airflow:451 CFM, Req. htg. airflow:203 CFM G:\Energy Rating Service\#Rem Files\OPH\Eastwood Ct\Eastwood Dr 08232017.rh9 Sunday,August 27,2017, 8:45 AM l Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service Manual DJS Islip Terrace NY 11752' Pae 10 System 2-Room Load.Sum)77a Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM --Zone 1--- 8 Kitchen, Living 800 10,294 135 6-6 482 12,089 1,272 551 568 Room 14 Dining Room, 455 3,649 48 2-6 532 4,445 693 203 209 Foyer Zone 1 subtotal 1,255, 13,943 183 16,534 1,965 753 777 ---Zone 2--- 9 Powder Room 44 258 3 1-4 98 181 26 8 9 10 Laundry, 73 154 2 1-4 281 522 0 24 25 11 Master Bedroom 275 3,397 45 1-6 510 2,131 94 97 100 12 Master Bath 175 2,107 28 1-4 365 678 56 31 32 13 Master WIC 98 853 11 1-4 78 144 39 7 7 15 Basement Rec 1,920 11,947 157 2-6 386 3,227 461 147 152 Area Zone 2 subtotal 2,585 18,716 246 6,884 676 314 323 Ventilation 2,304 307 716 HW Piping 272 System 2 total 3,840 35,235 429 23.839 3,357 1,072 1,100 System 2 Main Trunk Size: 12x16 in. Velocity: 825 ft./min Loss per 100 ft.:" 0.101 in.wg Note: Since the system•is multizone,the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the"Average Load Procedure+Excursion"method. Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.27 88%/12% 23,839 3,357 27,197 Actual: 2.50 80%/20% 24,000 6,000 30,000 E ui ment Data Heating System Cooling System Type: Natural Gas Boiler Standard Air Conditioner Model: ULTRA Indoor Model: Brand: WEIL MCLAIN RHEEM Efficiency: 94 AFUE 15 SEER Sound: 0 0 Capacity: 0 Btuh 30,000 Btuh Sensible Capacity: n/a 24,000 Btuh Latent Capacity: n/a 6,000 Btuh AHRI Reference No.: n/a This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB:71 F,WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 23,839 Btuh, Lat. gain: 3,357 Btuh, Sen. loss: 35,235 Btuh, Entering clg. coil DB:75.3F, Entering clg. coil WB:62.8F, Entering htg. coil DB: 68.1 F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req.clg. airflow: 1072 CFM, Req. htg.airflow:429 CFM G:\Energy Rating Service\#Rem Files\OPH\Eastwood Ct\Eastwood Dr 08232017.rh9 Sunday,August 27,2017, 8:45 AM t Y 15 IECC R-406 ProjectedR! • iE RESIDENTIAL ENERGY SERVICES NETW OSNERK my Rating Index Report Property Organization Energy Rating Index Information Builder: OPH Construction Company: Energy Rating Service Inc Projected Rating Address: Eastwood Dr Phone: 631.383.4198 Rating No:MW00607 Cutchogue, NY 11935 Rater:Matt Wahl RaterID:2572845 Date Rated:2017-08-23 HER$®Index Estimated Annual Energy Consumption* More Energy- Rated Home Calculated Rated Home Cost($/yr) iso Energy Use(MBTU) iao Heating 94.6 1461 Existing 130 Homes j Cooling 1.3 79 120 '(-110 Water Heating 11.8 189 Standard F 100 Lights a Appliances 35.1 1780 New Home 90 Photovoltaics -0.0 -0 eo X 70 Total 142.81 3747 L. 50 tff "Based on standard operating conditions 4° ERI with PV: 51 30 20 ERI without PV 51 Zero Enefgy 10' Home, Annual Estimates Less Energy Electric(kWh): 9813 CO2 Emissions(Tons): 9 Natural gas(Therms): 1093 Energy Savings ($)**: 2232 **Based on the 2015 IECC Energy Rating Index Reference Design Home Maximum Energy Rating Index: 54 This Home's Energy Rating Index: 51 PASS This home MEETS the Energy Rating Index Score requirements of Section 406 of the 2015 Internation Energy Conservation Code,based on a climate zone of 4A. In addition to the Energy Rating Index other mandatory measures must be met. (See Mandatory Requirements on second page.) Name Matt Wahl Signature Organization Energy Rating Service Inc Date 27 AAugust 2017c Provider Data and Seal Matt Wahl RESNET Rater ID: 2572845 Energy Rating Service Inc Islip Terrace, NY 11752 631.383.4198 To determine if a provider is properly accredited go to:www.resnet.us/professional/programs/search_directory REM/Rate- Residential Energy Analysis and Rating Software v15,4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder,Colorado. a REIN2015 IECC R-406 Projected Energy Rating Inde port Climate Zone 4A Mandatory Requirements - Requires Field Confirmation Provision Number Topic Compliance Decision 2009 IECC Table Building thermal envelope minimum insulation levels and maximum fenestration PASS 402.1.1 or 402.1.3 U-factor and SHGC R401.3 Post a permanent certificate listing the level of efficienceies installed in the Certificate required for house CO R402.4 Envelope air leakage maximum leakage rate (3 ACH50 for CZ3-8) PASS R402.4.1/Table Comply with air sealing and insulation requirements in Table R402.4.1_1 Checklist required for CO R402.4.1.1 R402.4.4 Rooms containing fuel-burning appliances R402.5 Maximum fenestration U-factor and SHGC PASS R403.1.2 Heat pump controls R405.2 Ducts outside of conditioned space to be insulated to a minimum of R-6 PASS R403.3.2 Duct sealing on all ducts R403.3.3 Duct testing for ducts in unconditioned space N/A R403.3.5 Building cavities not used as ducts R403.5.1 Heated water circulation and temperature maintenance systems comply R403.5.3 Hot water pipe insulated to R-3 PASS* R403.6 Mechanical ventilation meeting the requirements of the IRC or IMC. Outdoor air and exhaust dampers installed R403.7 ACCA Manual J and S conducted for all heating and cooling systems ACCA Forms Required for permit R403.8 Systems serving multiple dwelling units to meet the mechanical requirements of Does Not Apply the IECC commercial R403.9 Snow melt and ice system controls installed where applicable R403.10 Pools and permanent spa energy consumption meet requirements for heaters, time clocks and covers R403.11 Portable spas meet the requirements of APSP-14 R404.1 High efficacy lights installed in 75%of permanently installed fixtures PASS *Rater has verified that all systems are in compliance with IECC rules. REM/Rate- Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 2 of 2 NY-ECCC 2016 Building Compliance EN Property Organization HERS Residence Energy Rating Service Inc Projected Rating MT ', Ale Eastwood Dr 631.383.4198 2017-08-23 Cutchogue, NY 11935 Matt Wahl Rating No:MW00607 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC,W/2016 NEW YORK OPH Construction STATE SUPPLEMENT R607-1-EASTWOOD-MJW.big Elements Insulation Levels NY-ECCC 2016 As Designed Shell UA Check Ceilings: 78.3 90.3 Above-Grade Walls: 216.8 242.8 Windows and Doors: 239.2 214.4 Floors Over Garage: 27.1 24.2 Basement Walls: 110.8 69.2 Overall UA(Design must be equal or lower): 672.2 641.0 Mandatory Requirements Shell UA Check PASSES Duct Insulation R-Value Check(per Section 403.3.1) PASSES Window U-Value and SHGC Check(per Section 402.5) PASSES Home Infiltration (Section 402.4.1) PASSES Duct Testing(Section 403.3.3) PASSES Mechanical Ventilation (Section 403.6) PASSES Mechanical Ventilation Fan Efficacy(Section 403.6.1) PASSES Mandatory Requirements Check Box(NY-ECCC 2016) PASSES This home MEETS the overall thermal performance requirements and verifications of the Energy Conservation Code of New York State-2016 based on a climate zone of 4A. (Section 402, Energy Conservation Code of New York State-2016.) Name Matt Wahl Signature Organization I Energy Rating Service Inc Date 27A gust 7 REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. -NY-ECCC 2016 Energy Cost Compliance EN Property Organization HERStGrfiir� Vrrfe� Residence Energy Rating Service Inc Projected Rating Eastwood Dr 631.383.4198 2017-08-23 Cutchogue, NY 11935 Matt Wahl Rating No:MW00607 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC,W/2016 NEW YORK OPH Construction STATE SUPPLEMENT Annual Energy Cost $/yr NY-ECCC 2016 As Designed Heating 1684 1652 Cooling 343 222 Water Heating 250 250 SubTotal-Used to Determine Compliance 2277 2125 Lights Et Appliances 1819 1779 Photovoltaics -0 -0 Service Charge 238 238 Total 4334 4142 Mandatory Requirements Annual Energy Cost Check PASSES Duct Insulation R-Value Check(per Section 405.2) PASSES Window U-Value and SHGC Check(per Section 402.5) PASSES Home Infiltration (Section 402.4.1) PASSES Duct Testing (Section 403.3.3) PASSES Mechanical Ventilation (Section 403.6) PASSES Mechanical Ventilation Fan Efficacy(Section 403.6.1) PASSES Mandatory Requirements Check Box(NY-ECCC 2016) PASSES This home MEETS the annual energy cost requirements of Section 405 of the Energy Conservation Construction Code of New York-2016 in climate zone 4A. In fact, this home surpasses the requirements by 6.7'9. g Name Matt Wahl Signature Organization Energy Rating Service Inc Date 27 August 017 In accordance with NY-ECCC 2016, building inputs, such as setpoints, infiltration rates,and window shading may have been changed prior,to calculating annual energy cost. Furthermore,the standard reference design HVAC system efficiencies are set to the"prevailing federal minimum standards"as of January, 2009.These standards are subject to change, and software updates should be obtained periodically to ensure the compliance calculations reflect current federal minimum standards. REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder,Colorado. t Energy code Inspection checklist Property Organization HERS ENERGY Residence Energy Rating Service Inc Projected Rating €9l�orrafcc Eastwood Dr 631.383.4198 2017-08-23 y 'Cutchogue, NY 11935 Matt Wahl Rating No:MW00607 RaterID:2572845 Weather:Riverhead, NY Builder Registry ID: 2015 IECC,W/2016 NEW YORK OPH Construction STATE SUPPLEMENT R607-1-EASTWOOD-MJW.big Date:8/27/2017 Building Information Conditioned Area(sq ft) 4867 Conditioned Volume (cubic ft) 57134 Insulated Shell Area (sq ft) 11682 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features listed below will change in the field from what has been input in the analysis. Energy Rating Service Inc's field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. Ceilings [ ] 1. Sealed Attic: R40,LDF1,12-16s(1213 s.f.) R-0.0 continuous insulation, R-40.0 cavity insulation. Name: Roof Rafters Insulation Grade: 1 II III Face/ inset Comments/Location [ ] 2. Vaulted: R40,LDF1,12-16v(1800 s.f.) R-0.0 continuous insulation, R-38.0 cavity insulation. Name: Slope Ceiling Insulation Grade: 1 II III Face / inset Comments/Location Above-Grade Walls [ ] 1. Wall: R19,FG2,6-16 (168 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-18.0 cavity insulation. Name: 5 Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Wall: R19,FG2,6-16 (104 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-18.0 cavity insulation. Name: 6 Insulation Grade: 1 II III Face/ inset Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Energy Code Inspection Checklist Property Organization HERS EN Residence Energy Rating Service Inc Projected Rating �!(�rliir� cJer�sl�e Eastwood Dr 631.383.4198 2017-08-23 r� Cutchogue, NY 11935 Matt Wahl Rating No:MW00607 RaterID:2572845 Weather:Riverhead, NY Builder Registry ID: 2015 IECC,W/2016 NEW YORK OPH Construction STATE SUPPLEMENT R607-1-EASTWOOD-MJW.big Date:8/27/2017 Above-Grade Walls [ ] 3. Wall: R19,FG2,6-16 (116 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-18.0 cavity insulation. Name: 7 Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 4. Wall: R19,FG2,6-16(124 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-18.0 cavity insulation. Name: 8 Insulation Grade: 1 II III Face/ Inset Comments/Location [ ] 5. Wall: R19,FG2,6-16 (96 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-18.0 cavity insulation. Name: 9 Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 6. Wall: R19,FG2,6-16(64 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-18.0 cavity insulation. Name: 10 Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 7. Wall: R19,FG2,6-16 (36 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-18.0 cavity insulation. Name: 11 Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 8. Wall: R19,FG2,6-16 (100 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-18.0 cavity insulation. Name: 12 Insulation Grade: 1 II III Face / Inset Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 2 of 13 t S Energy Code Inspection Checklist Property Organization HERS EH RC�Y Residence Energy Rating Service Inc Projected Rating �clii�� tJcic�hc Eastwood Dr ' 631.383.4198 2017-08-23 rf Cutchogue, NY 11935 Matt Wahl Rating No:MW00607 RaterID:2572845 Weather:Riverhead, NY Builder Registry ID: 2015 IECC,W/2016 NEW YORK OPH Construction STATE SUPPLEMENT R607-1-EASTWOOD-MJW.blg Date:8/27/2017 Above-Grade Walls [ ] 9. Wall: R19,FG2,6-16 (12 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-18.0 cavity insulation. Name: 13 Insulation Grade: 1 II III Face / inset Comments/Location [ ] 10. Wall: R19,FG2,6-16 (12 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-18.0 cavity insulation. Name: 14 Insulation Grade: 1 II III Face / inset Comments/Location [ ] 11. Wall: R19,FG2,6-16 (100 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-18.0 cavity insulation. Name: 15 Insulation Grade: 1 II III Face / inset Comments/Location [ ] 12. Wall: R19,FG2,6-16 (116 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-18.0 cavity insulation. Name: 16 Insulation Grade: 1 II III Face/ Inset Comments/Location [ ] 13. Wall: R19,FG2,6-16 (100 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-18.0 cavity insulation. Name: 17 Insulation Grade: 1 II III Face/ inset Comments/Location [ ] 14. Wall: R19,FG2,6-16 (76 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-18.0 cavity insulation. Name: 18 Insulation Grade: 1 II III Face / inset Comments/Location REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 3 of 13 t Energy i Property Organization HERS EN�Rey Residence Energy Rating Service Inc Projected Rating 7111 tJer�7ce Eastwood Dr 631.383.4198 2017-08-23 Cutchogue, NY 11935 Matt Wahl Rating No:MW00607 RaterID:2572845 Weather:Riverhead, NY Builder Registry ID: 2015 IECC,W/2016 NEW YORK OPH Construction STATE SUPPLEMENT R607-1-EASTWOOD-MJW.bIg Date:8/27/2017 Above-Grade Walls [ ] 15. Wall: R19,FG2,6-16 (100 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-18.0 cavity insulation. Name: 19 Insulation Grade: 1 II III Face / inset Comments/Location [ ] 16. Wall: R19,FG2,6-16 (12 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-18.0 cavity insulation. Name:20 Insulation Grade: 1 II III Face/ inset Comments/Location [ ] 17. Wall: R19,FG2,6-16(72 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-18.0 cavity insulation. Name: 21 Insulation Grade: I - II III Face / Inset Comments/Location [ ] 18. Wall: R19,FG2,6-16 (88 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-18.0 cavity insulation. Name: 22 Insulation Grade: 1 II III Face/ inset Comments/Location [ ] 19. Wall: R19,FG2,6-16 (32 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-18.0 cavity insulation. Name: 23 Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 20. Wall: R19,FG2,6-16 (352 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-18.0 cavity insulation. Name: 24 Insulation Grade: 1 II III Face/ Inset Comments/Location REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. O 1985-2017 Noresco, Boulder,Colorado. Page 4 of 13 Energy Code ,inspection Checklist Property Organization HERS ENERGY Residence Energy Rating Service Inc Projected Rating Eastwood Dr 631.383.4198 2017-08-23 alcir�r1elrlee Cutchogue, NY 11935 Matt Wahl Rating No:MW00607 RaterID:2572845 Weather:Riverhead, NY Builder Registry ID: 2015 IECC,W/2016 NEW YORK OPH Construction STATE SUPPLEMENT R607-1-EASTWOOD-MJW.big Date:8/27/2017 Above-Grade Walls [ ] 21. Wall: R19,FG2,6-16 (209 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-18.0 cavity insulation. Name: 25 Insulation Grade: 1 II III Face/ Inset Comments/Location [ ] 22. Wall: R19,FG2,6-16 (190 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-18.0 cavity insulation. Name: 26 Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 23. Wall: R19,FG2,6-16 (143 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-18.0 cavity insulation. Name: 27 Insulation Grade: 1 II 111 Face / Inset Comments/Location [ ] 24. Wall: R19,FG2,6-16(247 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-18.0 cavity insulation. Name: 28 Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 25. Wall: R19,FG2,6-16(124 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-18.0 cavity insulation. Name:29 Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 26. Wall: R19,FG2,6-16 (71 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-18.0 cavity insulation. Name: 30 Insulation Grade: I II III Face / Inset Comments/Location REM/Rate d Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder,Colorado. Page 5 of 13 Energy Code Inspecti®n Checklist Property Organization HERS ENERGY Residence Energy Rating Service Inc Projected Ratingrrl�rr� ri%I�c Eastwood Dr 631.383.4198 2017-08-23 rl Cutchogue, NY 11935 Matt Wahl Rating No:MW00607 RaterID:2572845 Weather:Riverhead, NY Builder Registry ID: 2015 IECC,W/2016 NEW YORK OPH Construction STATE SUPPLEMENT R607-1-EASTWOOD-MJW.big Date:8/27/2017 Above-Grade Walls [ ] 27. Wall: R19,FG2,6-16 (57 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-18.0 cavity insulation. Name: 31 Insulation Grade: 1 II III Face / inset Comments/Location [ ] 28. Wall: R19,FG2,6-16 (67 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-18.0 cavity insulation. Name: 32 Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 29. Wall: R19,FG2,6-16 (133 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-18.0 cavity insulation. Name: 33 Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 30. Wall: R19,FG2,6-16 (257 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-18.0 cavity insulation. Name: 34 Insulation Grade: 1 II III Face/ inset Comments/Location [ ] 31. Wall: R19,FG2,6-16 (57 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-18.0 cavity insulation. Name: 35 Insulation Grade: 1 II III Face / inset Comments/Location [ ] 32. Wall: R19,FG2,6-16 (105 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-18.0 cavity insulation. Name: 36/ Insulation Grade: 1 II III Face/ Inset Comments/Location REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder,Colorado. Page 6 of 13 Energy iChecklist Property Organization HERS ENERGY Residence Energy Rating Service Inc Projected Rating Eastwood Dr 631.383.4198 2017-08-23alu� Cutchogue, NY 11935 Matt Wahl Rating No:MW00607 RaterID:2572845 Weather:Riverhead, NY Builder Registry ID: 2015 IECC,W/2016 NEW YORK OPH Construction STATE SUPPLEMENT R607-1-EASTWOOD-MJW.big Date:8/27/2017 Above-Grade Walls [ ] 33. Wall: R19,FG2,6-16 (162 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-18.0 cavity insulation. Name: 37 Insulation Grade: 1 II III Face/ inset Comments/Location [ ] 34. Wall: R19,FG2,6-16 (100 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-18.0 cavity insulation. Name: 38 Insulation Grade: 1 II III Face / inset Comments/Location [ ] 35. Wall: R19,FG2,6-16 (86 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-18.0 cavity insulation. Name: 39 Insulation Grade: 1 II III Face / inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio:0.17 [ ] 1. Window: U:0.32, SHGC:0.30(43 s.f., Southwest), U-Value: 0.320,SHGC: 0.300 For windows without labeled U-factors, describe features: Name: Orientation: Southwest Comments/Location [ ] 2. Window: U:0.32, SHGC:0.30(29 s.f., Northwest), U-Value: 0.320, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: Orientation: Northwest Comments/Location [ ] 3. Window: U:0.32, SHGC:0.30 (14 s.f., Northeast), U-Value: 0.320, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: Orientation: Northeast Comments/Location REM/Rate-Residential Energy Analysis and Rating Software v9 5.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 7 of 13 Energy Property Organization HERS 'EN -1 Residence Energy Rating Service Inc Projected Rating �fcrfi>e� Eastwood Dr 631.383.4198 2017-08-23 Cutchogue, NY 11935 Matt Wahl Rating No:MW00607 RaterID:2572845 Weather:Riverhead, NY Builder Registry ID: 2015 IECC,W/2016 NEW YORK OPH Construction STATE SUPPLEMENT R607-1-EASTWOOD-MJW.big Date:8/27/2017 Windows and Skylights [ ] 4. Window: U:0.32, SHGC:0.30(7 s.f., Northwest), U-Value: 0.320,SHGC: 0.300 For windows without labeled U-factors, describe features: Name: Orientation: Northwest Comments/Location [ ] 5. Window: U:0.32, SHGC:0.30 (7 s.f., Southeast), U-Value: 0.320, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: Orientation: Southeast Comments/Location [ ] 6. Window: U:0.32, SHGC:0.30(14 s.f., Southwest), U-Value: 0.320, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: Orientation: Southwest Comments/Location _ [ ] 7. Window: U:0.32, SHGC:0.30(14 s.f., Northeast), U-Value: 0.320, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: Orientation: Northeast Comments/Location [ ] 8. Window: U:0.32, SHGC:0.30(7 s.f., Southwest), U-Value: 0.320, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: Orientation: Southwest Comments/Location t [ ] 9. Window: U:0.32, SHGC:0.30(14 s.f., Northeast), U-Value: 0.320, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: Orientation: Northeast Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder,Colorado. Page 8 of 13 Energy Code Inspection Checklist Property r Organization HERS EN RGJ Residence ` Energy Rating Service Inc Projected Rating n!i>r� Eastwood Dr 631.383.4198 - 2017-08-23 reicc Cutchogue, NY 11935 Matt Wahl Rating No:MW00607 RaterID:2572845 Weather:Riverhead, NY Builder Registry ID: 2015 IECC,W/2016 NEW YORK OPH Construction STATE SUPPLEMENT R607-1-EASTWOOD-MJW.big Date:8/27/2017 Windows and Skylights [ ] 10. Window: U:0.32, SHGC:0.30(288 s.f., Northeast), U-Value: 0.320, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: Orientation: Northeast Comments/Location [ ] 11. Window: U:0.32, SHGC:0.30 (28 s.f., Northwest), U-Value: 0.320, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: Orientation: Northwest Comments/Location [ ] 12. Window: U:0.32, SHGC:0.30 (14 s.f., Southwest), U-Value: 0.320, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: Orientation: Southwest Comments/Location [ ] 13. Window: U:0.32, SHGC:0.30 (33 s.f., Southwest), U-Value: 0.320, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: Orientation: Southwest Comments/Location [ ] 14. Window: U:0.32, SHGC:0.30(24 s.f., Southwest), U-Value: 0.320, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: Orientation: Southwest Comments/Location [ ] 15. Window: U:0.32, SHGC:0.30(29 s.f., Northwest), U-Value: 0.320, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: Orientation: Northwest Comments/Location REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder,Colorado. Page 9 of 13 Energy Code Inspect;®n Checklist Property Organization HERS ENERGY Residence Energy Rating Service Inc Projected Ratinglcr�iii�- rrIcc Eastwood Dr 631.383.4198 2017-08-23 Cutchogue, NY 11935 Matt Wahl Rating No:MW00607 RaterID:2572845 Weather:Riverhead, NY Builder Registry ID: 2015 IECC,W/2016 NEW YORK OPH Construction STATE SUPPLEMENT R607-1-EASTWOOD-MJW.big Date:8/27/2017 Windows and Skylights [ ] 16. Window: U:0.32, SHGC:0.30 (29 s.f., Northeast), U-Value: 0.320, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: Orientation: Northeast Comments/Location [ ] 17. Window: U:0.32, SHGC:0.30(7 s.f., Northeast), U-Value: 0.320, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: Orientation: Northeast Comments/Location [ ] 18. Window: U:0.32, SHGC:0.30(14 s.f., Southeast), U-Value: 0.320, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: Orientation: Southeast Comments/Location [ ] 19. Window: U:0.32, SHGC:0.30 (29 s.f., North), U-Value: 0.320, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: Orientation: North Comments/Location Doors [ ] 1. Door: 2-1/4 Wd solid core (21 s.f.), R-Value 2.8 Comments/Location [ ] 2. Door: R5 steel insul (21 s.f.), R-Value 5.0 Comments/Location Frame Floors [ ] 1. Floor: R30,FG2,12-12 (576 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-30.0 cavity insulation. Name: Garage Insulation Grade: I II III Face/ inset Comments/Location REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 10 of 13 0 Energy Code Inspecti®n Checklist Property ' ' Organization HERS ENERGY Residence Energy Rating Service Inc Projected Rating Eastwood Dr 631.383.4198 2017-08-23 /l�r!!r Vcrrice Cutchogue, NY 11935 Matt Wahl Rating No:MW00607 RaterID:2572845 Weather:Riverhead, NY Builder Registry ID: 2015 IECC,W/2016 NEW YORK OPH Construction STATE SUPPLEMENT R607-1-EASTWOOD-MJW.big Date:8/27/2017 Slab Floors [ ] 1. Slab: Uninsulated1 (1920 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: Basement Insulation Grade: 1 II III Face/ inset Comments/Location Foundation Walls [ ] 1. Wall: R13,G2,4-16,10E(1926 s.f.), Between conditioned space and ambient/ground R-0.0 interior continuous insulation, R-13.0 interior cavity insulation, R-10.0 exterior insulation. Name: Foundation Insulation Grade: 1 II III Face / inset Comments/Location Rim and Band Joists [ ] I. Joist: base-amb(241 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-19.0 cavity insulation. Name: base-amb Insulation Grade: 1 II 111 Face / Inset Comments/Location [ ] 2. Joist: 1-amb (80 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-19.0 cavity insulation. Name: 1-amb Insulation Grade: 1 II III Face / inset Comments/Location [ ] 3. Joist: 1-garage(42 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-19.0 cavity insulation. Name: 1-garage Insulation Grade: 1 II III Face/ Inset Comments/Location Mechanical Equipment [ ] 1. Heating: Fuel-fired air distribution, Natural gas, 94.0 AFUE. Make and Model Number [ ] 2. Heating: Fuel-fired air distribution, Natural gas, 94.0 AFUE. Make and Model Number REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. 01985-2017 Noresco, Boulder, Colorado. Page 11 of 13 Energy Code Inspecti®n Checklist Property Organization HERS ENE RC Y Residence Energy Rating Service Inc Projected Rating Eastwood Dr 631.383.4198 2017-08-23cr��rcc Cutchogue, NY 11935 Matt Wahl Rating No:MW00607 RaterID:2572845 Weather:Riverhead, NY Builder Registry ID: 2015 IECC,W/2016 NEW YORK OPH Construction STATE SUPPLEMENT R607-1-EASTWOOD-MJW.blg Date:8/27/2017 Mechanical Equipment [ ] 3. Cooling:Air conditioner, Electric, 15.0 SEER. Make and Model Number [ ] 4. Cooling:Air conditioner, Electric, 15.0 SEER. Make and Model Number [ ] 5. Water Heating: Integrated, Natural gas,0.86 EF, 70.0 Gal. Make and Model Number Mechanical Ventilation System [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Balanced, 65.0%Sensible Efficiency, 59.0%Total Efficiency, 100 cfm,24.0 hrs/day, 85.0 watts, ECM Fan Motor. System description(make) Air Leakage Control [ ] Blower Door Test at Final [ ] House is air-sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 2857) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage and Insulation [ ] Duct System 1 Leakage to Outside and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 20.000 CFM @ 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 20.000 CFM @ 25 Pascals [ ] Duct System 2 Leakage to Outside and Total Duct Leakage [ ] Duct System 2 Leakage to Outside is specified in REM/Rate at 20.000 CFM @ 25 Pascals REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 12 of 13 Energy Code Inspection Checklist Property Organization HERS ENERGY Residence Energy Rating Service Inc Projected Rating Me,,& Eastwood Dr 631.383.4198 2017-08-23 d Cutchogue, NY 11935 Matt Wahl Rating No:MW00607 RaterID:2572845 Weather:Riverhead, NY Builder Registry ID: 2015 IECC,W/2016 NEW YORK OPH Construction STATE SUPPLEMENT R607-1-EASTWOOD-MJW.big Date: 8/27/2017 Duct Leakage and Insulation [ ] Duct System 2 Total Duct Leakage is specified in REM/Rate at 20.000 CFM @ 25 Pascals Duct Leakage Code Requirements for IECC 2009 IECC: Postconstruction Leakage Test: Duct Leakage to Outdoors<=8 CFM25 / 100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=6 CFM25 / 100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. 2012 IECC and 2015 IECC Prescriptive Path: Postconstruction Leakage Test:Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage<=3 CFM25 / 100 sq ft CFA. 2015 Performance Path(Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. Notes REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder,Colorado. Page 13 of 13 . t , i L Slab Site Preparation D D O •C� The area where the slab is to be installed is to be excavated to the necessary elevatbn to meet the final top of W N W W M C slab elevation shown in the Architectural drawings F1O O QLU The areas where the slabs is to be installed are to be Proof Roiled in accordance with ACI 32.iR.The Engineer 16"X i6"PER '� }° ' " O3 N Il Is to be notified if unacceptable solid are encountered during excavation 6 Proof Rolling produces results that "''" C d' I' exceed ACI standards. • 65'-8" = e-ti N The excavated areas along the stem wails and footings are to be back filled with clean material and V � x th Cl) mechanically compacted with clean fill in 6 inch lifts.Each layer is to be compacted to 98%modified proctor. 3'-0" 33'-6" E E �� 0 i 0059 4-t/2'Downs 2 �-6" 4'-0" � � O ��rn Base material layer shown on drawings b to be compactable,easyto trim,granular fill that will remain stable - AND NUMBER AS COLUMN ' ( ' ' a, , and support construction traffic A clean fine-grained material with at least 10-30%of particles passing a No. OR PIER REINFORCEMENT __—__—I_—__—__`__—__—__—_ ———--———————————-'————'-'-'———————— -- TJ CY) CD 100 sleeve but not containing silt,or organic material is recommended. CL ABOVE i I _—__—__—__—__—__—__—__—__—__—__—__—__—__—_--- -------- ------ -_— I '' i•`'i'• •1... +i'�`:•':ie"•1�ai.7.>+„'w'• :9•• `•�"A .•:...•?'' I U 3 d) C $4012'O.C. J I -------------------------- t' I 4t U C �.. Slab Notes I I I "� r 1 `� ani ? °~ Isolation joints are to be installed between the slab and the walls.Use preformed joint filler that is to be cut K d' e•' • : 1 f ( 0 ii n' C4 e , I1 :. ) I act" - a=0 Inch below the slab surface and the resulting joint Is to be filled with an elastomeric joint sealant a .: ( i Contraction)Dints are to be installed as shown in the drawings and are to be Y.the thickness of the slab but not a • ee � � I I I I i � I CO LL N� W O tEu N o O' less than 1'deep I i I u ( '; I I I �' -LUCO O The welded wire reinforcement is to be placed in the top third of the stab and is to be adequately supported by ! tO I ' O ' I ` precast concrete bar supports to assure that the reinforcement is held in position during concrete placement NOTES: 1.FOOTINGS SHALL BEAR ON FIRM UNDISTURBED SOIL WITH A M NIMUM i I iv I N I ;� I ( I -* I C M 0 and finishing BEARING CAPACITY AS SPE IN THE GENERAL NOTES ; C I I N W 40 2. 30"X30'X1Y FOOTER W/(4) 14 REBAR E.W. , i t• I moi. .,; I � W # PIER DETAIL I I i m Notes NOT TO SCALE '-4` '-4" -4' 8'-7" 7'-4" I rt' I 0 The Contractor is to verify all measurements in the field and any discrepancies are to be brought to the i ' i i i i i i i J r attention of the Engineer prior to construction o I ! r r r -r T i, I — r g - --__---- —e=Deo=::Dee=a_ _ (� �-71-LALLY cauml,i r i-I'L4LLY COLUMN I ;; 1- All Concrete 3,500 psi after 28 days minimum. =-_-__=:_-= ___:____:_-:: _=____: c= 2- All Rebar ASTM A-615 Grade 60. 1 13)2X12 nC0 f3;2xt2 ACO , + (3)2x12 ACO J N ; i I + I I I 1 t`•:• ( ::ti• I 5.1;4'X11-7.6 L1.L L_J 5-1`4'X117;8"lVl. L—J 5-ti4"X11-Tl8-L:'L P 3- Footings are to be installed on undisturbed virgin soil.The bottoms of all footings are to be installed a 1 L__J L__J L——J L— '% I minimum of 3'below grade unless indicated otherwise. ! ; 3)t4 E.W.2 3)#4 E.W.2 4- Rebar installed along the top of the foundation walls without windows are to be installed 10'below top , 1 I (4)tF1 E. (4)??4 E. of foundation walls with windows are to be installed 3"below the bottom of the window. ! i I '!` I I I '1 , I � o 5- All Snap off form ties are to be removed and remaining openings are to be sealed/grouted. 6- The Foundation contractor shall coordinate the plumbing and electrical contractors relative to C) v a installation of sleeves and other penetrations prior to pouring concrete. c <- <O I I o a -r 7- The Engineer is to be contacted if unacceptable or questionable soul encountered during excavation. I I = Jv rn ate s i I ----- Unacceptable soil is soil containing clay and/or organic materialto J- 8- Install isolation joints in the cellar floor slab every18'minimum I I I s 9- Foundation excavation is not to be back filled prior to the installation of the floor framing w r r LLI N 10- Backfill along foundation walls is to be Clean material and is to be mechanically compacted in 6"lifts to I i I ', I r MECHANICAL ROOM r' I }to 95%of maximum dry density I ' I I °' V 0 Z O L'- I 'f�• I ' 01•>j r I 21'-1" a-0" 8'-5" 1 ( I -,• I Z Q= ! x(10 AGC tfD"uER li0 RD —- —_ . (7 O r-O K 6 LAG BOLT, 15'STAGGERED -- I :`' 6-��" 6-11 9-0` I ® Q�/ O LO _ I —� •`' _:t'i;•�.• L.'- --'----- I- 37LALLYCOLUMN � _,.�.___ _`___ __i;__----- ''{'}:>,j;,�,.r.4d• ,i _o::=::o �^} ''T: .�ra•;•j I I (n W. l"-c .i;^ :��:,„J.tr .ia. .•,. •'.G•,:9'+ "Yi�'4r:,.'•'aJ::,f,, ..r. ;.+,•. i,. •...• .a.,•v• i'' .l.J' o ! -----------------------•---- ----------------� L_J 51;4^x11-„B"LVL -I _---- --I 'b I � W V 5 liri"X11-IiG'CVL U i0X30X12 (4)t14 E.W. 101 to 9 v - 10'-6" I Q" T` 8-2- 20, ' T- °to �4 l -) - I � ,.a,. :iib tl T:' •'.i ":'::;r:• 'Y:r:r I I +�{ ytiJ i•.: ++,;• I ��” ^�" ; 1------------ .f •' 10-7 10-4 10'-7" S-10" U I 10'-6" - 8'-2" T3- LALLY COLLI;IA — — 1- Q31"LALLYCOLUMN (-f 3-rl'K3 "'X-," £ sx `s1l4"X11.7/E"LVL ----5.114'XI1.7;B"LVL - - — L_J L_J 5-1/4-0i-7W'LVL L i — _ J I 30XTOXI? 30X30XII, 30X30X12 I ':i. __J 1 i I �:•.?•1.:•. i (4)tk1 E.IV. (4) E.W. (4)t•4 E.W. 1 i , I � . U. III I I Mho o " biz` I I e•` I mlo`� ;0 I I '1 I I I rr••-0, � bJ r- �• I ,:'. I I p 1 I I I I I •Z I I N 6"SLAB ON GRADE I I 1 Z 10'-7" A-3.0 Q - -- j 1 •s, ------------ r �3-_1LALLYCOLUI:IN 34"LALLYCOLUmITT I r• :4.,;.s+,' v:.�•.'�'. ;'> 7,'. 'n�' --- ---- --------- CIL '-----} "_ _�' I 5.1;4"X11-713"OIL L— 5 114"X11 7?B LVL L ----------- I Z 30X30X12 30X30X12 ,— +�• I I 2x6 BOTTOM PLATE i (4)84 E.W. (4)a E.tiv' �- 2x6 SILL PLATE TERMITE SHEILD 11-7/8" TJI 560 F.J. @ 16" O.C. ! I ► :': I ! I mo i---------------------- --------I ; Q ANCHOR BOLT 3 O.C. --- I ;`: I i :•;;'i;:z.:" ;;,,:;, ;... n.. ::: ,. ::: F• >;... •.. .;i:;�::' 12" FROM CORNER o0 s --4.'.. __-r-J__`..;:- ---p 1 J_y --- IIii (2)#4 TOP LAP 2'-0" I :; I V III I {. i I I Q 0 '' '• 22/1�X4 WALL STUD WATER PROOFING °• � O.C.' � I ! I ::S I I a'�' "` ------L-------------------------------------L---------- ----- 2" FOAM INSULATION r R-13 INSULATION + I rY L________________________J I 4'-0" O __—__�_—_--.�—_''f'�_—__—__—__—__—._—__— "''' :°.` :/?^r•,- c �,�. �'••ii;,'J` 1{a•S"'%,.... - ..,'. +'.,; •i• I ' --__— —__—__—_--__—___.__—__—__— __ •a I 1 ----- __--.—_--_-----•-.------- � i + if i VERTICAL #5@3' o% I I 3'-0" 't'-s" tP-o" i t . 2t'-s' _i i---�1----- I�;',:I;hc�i-;_;.�t-��c AQE -!----- W ' 4'-6" V r L*RCAP,,Jtt f...,.�EE� 24'-6" (n • U� c a� c HORIZONTAL 5�3' o/c f -1 N , (----1 i F -1 N (� - # 1 O L J (2)2XIE nGO _L J (2)2X6 AGO )72XBACO LJ--!J Lp�IJ I—�--!J = •.,• 1 1 1 1 I 1 1 1 1 J Q 1 r 1 1 1 1 1 6'-0" '-4 6'-5" '-4 4'-2" '-4 2'-9 '-4 1/2" EXPANSION JOiNT W II 2X4 KEYWAY °. • • �. : U d 3-#5 CONT. t n OF FOUNDATION DETAIL FOUNDATION PLAN w -- 0) NLL S < NN LIJ rcl <-t)cl?t x cy)co 0c) E c m d 0 Th" o 0 OrN m COL 43'-O' Lt'-6' 32'-0" 2 '-6- C,*t:z ai r ch> u. QEty co I C04 ui '. ' �- ;q wca cu CD WOOD HEADER SCHEDULE co CD M ROUGH OPENING WIDTH HEADER 2 x 4 WALL 2 x 6 WALL 0 LESS THAN 3'-0" (2) 2 x 6 (3) 2 x 8 3'-1 TO 4'-0" (2) 2 x 8 (3) 2 x 8 4'-1" TO 6'-0" (2) 2 x 10 (3) 2 x 10MASTER & MASTER 6'-1" TO 8'-0" (2) 2 x 12 (3) 2 x 12 0�d CL BEDROOM BATHROOM G SEE PLANS OVER 8'-0" SEE PLANS NOTE: PROVIDE (1) JACK STUD FOR SPANS LESS THAN 4'-0' WIDE, (2) JACK STUDS FOR SPANS LESS THAN 8'-0" WIDE, 3 JACK STUDS FOR SPANS OVER 8'-0" WIDE. (312X1:) (3)2XID L------------- BACK PORCHW N W > 432 SQFT U FE 2A�6 MASTER z D Vt- ul 0 WD 0, CLOSET (-Do 0 LAUNDRY W 0() 4!- . 00 F 10, 8 -J L FP HALL 10 ISI BREAKFAST o II ROOM POWDER 1 0 CL 11-701 �60 FJ L— OC.. 4- 6 L iL X 'u-Ef4)6VFi8;LVi- 10'-6" 5'-0" tD CD X I --————————moo——————————— —— --—————————— ———————— - FRIDGE I I LIVING ROOM f It dn KITCHEN dn 6z I lb 11-7/8-TJ1560F.J GARAGE j-'N N N 12"O.C. I C, < 581 SOFT N �A-3.0) i I1II v T3 ftll"*X-fHSS - ————————— Lu —————————— LL up I DINING ROOM rr LjL 4'-0" 16'-0" 4-6" 10 0 Lo 11-713"TJI56()F.J CL I r-o- FRONT PORCH of I 142 SQFT Ln S-0- :'l-6,i, 21'-6' 4'-T 24'-6* 66'-If t FIRST FLOOR PLAN E 1906 SQFT . .-� 7"'\ 0) c W D D o N L = Q Q xMC'M a y C M cr) Nv N F V C; >- Z M o U :1 o c a> # Q. > EC jr 0 =o v LLI v ca COMN0 Q" 2 COQ W0) c M M C CD C m • m 0 I I i lY a U WOOD HEADER SCHEDULE do U ROUGH OPENING WIDTH HEADER r o do Q°� Q 2 x 4 WALL 2 x 6 WALL ry N j � (� z C? LESS THAN 3-0 (2) 2 x 6 (3) 2 x 8 f� •- 3'-1 TO 4'-0" (2) 2 x 8 (3) 2 x 8 I W V iJ�l 0 a 4'-1" TO 6'-0" (2) 2 x 10 (3) 2 x 10 O o 6'-1" TO 8'-0" (2) 2 x 12 (3) 2 x 12 - 2 OVER 8'-0" SEE PLANS SEE PLANS 0 NOTE: PROVIDE (1) JACK STUD FOR SPANS LESS THAN 4'-0' WIDE, �2� WJACK STUDS FOR SPANS LESS THAN 8'-0" WIDE, w 3JACK STUDS FOR SPANS OVER 8'-0" WIDE. ---- -_.__ _-.. ..- ._. ...._......_ ._..__._.___.._.....__..__ Iu f( 29'-6" i 3-1?2X9-112"LVL STRUCT.RIDGE ———— me co HALL • do jCL Z N o BEDROOM 3 BEDROOM 2 LO J i I 0 X - 1 T Cl \ . A-3.0 • a O BATHROOM.' _ r LL I C14 4") 6 --— — -- —-�� ! I I I 6'-0" 3 O 0 r2- '-0" 6'-3' -6" U ATHROOM Q W iD CV Q co BEDROOM 4 CLQ w rjFvJ ZION O 7 r J 11 VJ r SECOND FLOOR PLAN D 1,032 SQFT W N M W U) L N ILL Q d N v ++ r N E I M xMo n ! U} 00) 9 C M. �• 00 C? LIMC1 Z MCL ,d? V Oil =N a Co O �O C � C N m m 0 0w -d o c0 c w O�Oo .. Cf . d NC NM 00000 c 0 E[ x rl, N 14) Zx LU !- W OVERLAY ROOF n x 3-112X9-112"LVL STRUCT.RIDGE _ 2X12 R.R. \ 2X12 R.R__� �v Ct6"0.� —Ciu'O.C. LJO N i1.7 N L,I 7 i-ata x 1 i-ra"u�L RIDGE GE .J dodd iz LL o X�: X > a M 2X 12R.R• \ 2X12 R.R. cn z�.N 0 A w n Gp GI� Q .1.r, q ! 2 N W c C W N v C r �N Q.� = XMM o cU) o m o C Mr-rn cEi � O o�M 18"CEDAR PERFECTION SHINGLE ROOF T t' �� U D-Z M CL0 8"PVC FASCIA(WHITE) 1-1/8"X 2-114"PVC TRIM(WHITE) `+� . D' E c4 e c' Q=N 44D 3049 44D 304 401!i30494 m i2 N p a 0 CEDAR SHINGLE SIDING aaD za31 -_ 4a z4s aD zaa �' ' o I I I 0Wrn V r C M co C Ty Q1 m I m IE94�Xz936 8"X 8"SQUARE PVC(WHITE)COLUMN rM144D24 44 124 6 44D 145 LLI as LJ cq Llrl W. >>-c; 0 uJ W;I00o SOUTH ELEVATION O o o 0 j �� • � �VU N L Li LL 44 `3049 44D 304304 co �.lL_J a 4 Z 0 I Z Q .I WINDOW/ DOOR SCHEDULE L1.1 0 ITEM TYPE R/0 SIZE MANUFACTURER 244FX2416 FIXED 2'-4"W x 1'-6"H ANDERSEN al^� 244DH2430 DOUBLE HUNG 2'-4"W x T-0"H ANDERSEN �� as Das aa '304 LU 44D 243 244DH2456 DOUBLE HUNG 2'-4"W x 5'-6"H ANDERSEN I-� © ISPD6080 ISPD6080 ISPD6080 ISPD6080 ISPD6080 ISP06080 44D 24 244DH30490 DOUBLE HUNG T-0"W x 4'-9"H ANDERSEN 1 11 1 f� ZI-N ISPD6080 FRENCH DOOR 6'-0"W x 8'-0"H ANDERSEN FTTTl O w 11 Q e U � r- NORTH ELEVATION _ , n `fit•., .i t^f// W w 2 vJ I � N O C Ill .� N LL m = �N NE OMD r m0) 0C-4 U0 c? g � _ cizco �G ai cm � o oF " U cai o+cIn � Q. > EM � m< mEN0 - =NO Il "o c4 O W0) -- co c N Lm m "- 44D 30491 �44D 30491 L.@J !fit M T 04 : 1 j 4 24 440 245 44'—D i 44D24� Z 3049 ��i_..�—_ ... ___._.. _ - - - D 243 4 4 i-' 44D 3049 4 D 30 9 V � "TLu 0 '� _7 __...i...' 00000 Ll • I T41,LF • WEST ELEVATION • I D 4 44D 3049 � V z > - Q J I I Q W WINDOW/ DOOR SCHEDULE I �I,.d o^.d ITEM TYPE R/0 SIZE MANUFACTURER W ^~ I � 244FX2416 FIXED 7-4"W x 1'-6"H ANDERSEN I11 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I i I I I I I I U) 244DH2430 DOUBLE HUNG 2'-4"W x 3'-0"H ANDERSEN I I 44D 304 I 4D, ; I 44D 243 U) 244DH2456 DOUBLE HUNG 2'-4"W x 5'-6"H ANDERSEN i 244DH30490 DOUBLE HUNG 3'-0"W x 4'-9"H ANDERSEN i ISPD6080 FRENCH DOOR 6'-0"W x 8'-0"H ANDERSEN O -A H I � I T I i J It EAST ELEVATION ------------ ------ • 0. 2�r2nw lif CEDAR PERFECTION SHINGLE < N LL c 0) ROOF Inc N 4) r PLY.ROOF SHEATHING 2XIO 1J.@ 161,O.C. E � = X co co 301 FELT UNDERLAY 2 cl in 0059 O (j) KE WATER SHETLD EXTENDED 0 C14 24"FROM WALL > 0 0 FTtvINc INRU710Mz co co cx 0 CONTNUCUS SOFFIT&1* ch U. a E (2)2xe TOP PLATE o wil:N Cf) 64 a > Ld ) 2 2N =wo 3.112X9.112"- LVL STRUCT.RIDGE io (u CID (D cl c 0 WIO)m 11.718-TJI 560 F.J 12-D.C. 11.716"TJI 560 FJ 12'O.C. 216 1 a 16YA O.C. !6 I,Ep MTMNG--� r POURED CMGRETE FILM R-19 INSULATOR SM REINFORCED WITH GXG #6/6 WELDED ORE MESH. CEDAR SHINGLE 90010 SLAB TO BE ON Ir CLEAN COMPACTED SAND WELDED WINE MESH TO BE 2x6 BOTMM RATE LAPPED A MINIMUM OF ONE 24 SILL PLATE FULL MESH AND WIRED TERMITE SIM 11.718"TX 550 F.J Ca;16"O.C. 11-7/8'TJI 560 F.J @ 12'QC. PITCH SLAB TOWARD A"MILT YO..t DOORS AT 1111' FOOT puj c� (2)14 TOP LAP 2!-r z C? ix .C) ----w ST11 SE– 0 W A WATER PROOFING--..' 018(40.0 ol 0(9,6 C FOAM INSULATION NWIN © 000 0 a VER'nCAL#503'o/c - HORIZONTAL#503'o/c, 0f 1 o" or POURED CONCRETE FLOOR SLAB REINFORCED WIN 6X6 fl0110 WELDED WINE MESH.SA To EXPANSION JOINT BE ON r CLEAN COMPACTED SAND. 2X41O.1WAY T1. -d- ............ 11 L SECTION I 3-112X9.112'LVL STRUCT.RIDGE 19,CEDAR1 ERFECTION saw ROOF Z L 0 DERLAY • ICE&WATER SHEILD DnENDED (D "o. 2r FROM WALL z 2XI0 G.J. 16,O.C. FLASIOND C) PVC FASCIA 51 am < w CONTNIUDUS SOFFIT&f SCREENED VENT (2)2X6 TOP RAIL I KITCHEN 4L sUO I Lu I'ZIP SHEA BACK PORCHU) MISAL BONLn Ll Mm PLATE 2X12 ACQ @ 16"O.C. 11-7/8"TA 360 F.J @ 16'D.C. SLL PLATE ti 12 3 as GO FROMBOLER SHEILD TOP UP f-r V4 AL SG w 11 Ole Whim PROOFING —— '.i---- 8-13 imwunoN r PW INSULAWN < VIERTA rw o/c —HORVONTAI.OW a/c C POURED CONCRETE FLOM SLAB REINFORCED 10 WITH w#10/10 WELDED WIREMML TO cD, BE ON C CLEAN COMPACTED SAM EXPANSION V.a Z(4 KEYWAY 04 �-p CONT. 41:z� w SECTION 2 w N � c I 'vi c aW co NE Q1 � .LL.. w. 4�N XM0 o Gfr c m0� its 0 c; C? n y 1 LZ- � .. M Co roiiNO U :3.2 'er C Iv > E Lh Q coN wc ouo 0 ROOF � 16•CEDAR PERFECTION SHF 16"O MECHANICAL •r LLI 0)ao G. PLY.ROOF SHEATHING@ ATTIC NJ EMT LIRDEMLAY ./12 r� j ICE a WATER OLD EXTENDED c `LYWATER S I 24'FROM WALL co FLASBNG co PVC FASCIA -40 INSULATION M Y cum— W CONTNUOUS SOFFIT a f SCREENED VENT (2)2X6 TOP PUTS TREADS 10"+l"NOSING RISERS=-7-1/4• e WALL• O.c MASTER '•Zip S+EATHI BEDROOM HALL R-1B INSLXATI k CEDAR SHINGLE SLDING _ - 2x6 BOTTOM PLATE 2x6 SILL PULELl lERFRTE s1EeD 11-7/8"TJI 560 F.J. @ 16"O.C. 11-7/8"TJI 560 F.J. @ 11-7/8"TJI 560 F.J. @ 16"O.C. ANCH(XI DOLT 7 O.C. LLJ - 12 FROLI CORNER (2)µTOP LAP 2'-0' W Z I 2X4 FALL STUD -,w0 W� WATER PROOFING--. 016 O.C. TREADS=10 +1"NOSING W rD O 2•FOAM INSULATIONR-13 INSULATION RISERS=-7-114• Q v O o cl0 0 VERTICAL 0503'o% I =r' a N3:0 NOAhza+TAL/se7*/` Q 10" WU� 4•POURED CONCRETE FLOOR SLAB REINFORCED WITH 6X6 010/10 MELDED'HIRE MESH.SUB TO 1/2'EXPANSION JOINT BE ON 6"CLEW COMPACTED SMD. 2X4 KEYWAY �0s CONT. LN 1 I SECTION 3 i I i 12 -- - - — ---- 12�6 p. i B„OC 12 14 BEDROOM 2 MECHANICAL ATTIC 18•CEDAR PERFECTION SHINGLE ' V J z PLY.ROOF SHEATHING O 300 FELT UNDERLAY ICE d WATER SHBLD OFIOIDEO /F[ 24•FROM FLAMMG WALL V 11-7/8”TJI 560 F.J @ 12"O.C. "-'0"�"" A U S•GUTTER -------- -- !4- CONTINUOUS SOFFIT a 1' Q SCREENED MNT cc E (2)2X6 TOP PLATE MASTER BEDROOM A POWDER LAUNDRY �IALLstuD i •16 Qc O � I GARAGE •ZIP SHEATHING -16 INSULATION n (�/� CEDAR SHINGLE SIDING c/) ZI•-N 2A BOTTOM PLATE -'�- 11-7/8"TJI 360 F.J @ 16"O.C. 2.6 SILL PLATE TERMITE SHEILD ANCHOR BOLT 3'O.C. I 12'FROM CORNER O (2)0 TOP LAP 2'-0• _N t- 2X4 WALL S 0 O.C. WATER PROOFING w I I R-13 INSUL6.A —� Y FOAM INSULATION Q U I V£RTiCAI 0503'a/c T— HORIZONTAL 0503'a/c 4•POURED CONCRETE FLOOR SLAB REINFORCED 10 NTH 6xs f5<Ae TO BE ON 6•CLEM COMPACTED SAND. 1/2'EXPANSION JOINT 2X4 KEYWAY N 3-05 CONT. 41-z�+ ~ SECTION 4 (, _ U) I a� RESIDENCEc: .c CoMPLY WITH ALL CODES O'= c =-fitEW YORK STATE &TOWN CODES EASTWOOD DRIVE W r� AS REQUI AND.CONDITIONS OF N I i s y l.�, `,,y. _ : s00OLDTOV.1 Z8A CUTCHOGUE N M 'C . F:. THE .. f/) p O 1 [7C)'I, �:: � ,a ,l: -.« _, ,� �, SCTM# 1000- 110-3-21 FL , ........, v...a „_.. .. N 2. fc�� ^: ,F „ �. ":x N. .,,. ZONING CODE -- 3. !;:ullf.r;''i its"Y t M ' �: ,ICY OR i r,.. l�Ti�,F`' �`r OCCU I � i; 4. F1; L G i.'.'i ;i ---- --- t~rn r �, , ;- BUILDING CODE IRC 2015 °j �, cry ;sTut.;7; ^°; , �_ �,af ET ,, = USS IS UI{SLA TOWN OF SOUTHOLD - CUTCHOGUE E . z, , �.-� CL111=1C�` IE ''\ Lu = o r Tl9T' ' - Qr , �i:Vii.:.�.. YG ':fC S E. Pv 1 f<„_5;�;'airc!i3lE FOR 2 ,_ p ' OC”; ,, AREA DATA co r` { . ,Cit �{'_..� ¢ � +� y� "..:.-�-..-�.::..,_.,_.................^_,'.�,-.::::�.:....,.,.:�::�.:��,µ_.,,..;M �:�::_,_,._...M_...__....._..... d3Eu,UPJ t�l Ci�f aJTt, 1 C";C 1� 4Y REQUIRED PROPOSED :M _:':: :: mom:. : r o z lb£µ .. _ _ __ = _ m- = �- - ca W m LOT SIZE 20 OOOSQFT MIN 20,250 SQFT zT�. - , V^ ____...__ _.._.....__ .....___....__ _. _. fiETr'�IiJ STORM, NATER R'JiIOFF F - x 1 r; y M.__ .: :T ..:. .... M M LOT WITH 75' 135' mm �w 1: µ cfl MCALr='TMONP-E(rMM PuRSU J4T TO CHAPTER 236 --- ................ , 120 150 LOT DEPTH -...M ,�. , , 00 ; F. Gr THE TOWN CODE. - . : : :. 35' 35' ` �.£ ? r _ FRONT YARD �," .,._. �_.....; 4-----"w,':i ,.... t: .__^_..,__ ' , :: �-.F, C � _!I..„.... .. ....,.....,.,,,.... ... F .. F ...... is w...... _..... . _ : PLU��lG SIDE YARD 15 341-611 �/y�� ,)N LEAD CDNTENT$E UMgING L BOTH SID YARDS 30' 69' R r fl ICAT ING NCY F W ~ ......_...._....,.. ..t PLUMB REAR YARD 35 48 6 _. :. - ::.. M .. ... =�... = : ALL USED IN TER &wR LINES NEED SOLDER _ mi �r CANNOT G BEFORE COVERWG ACCESSORY STRUCTURE 10�UPLY SYSTEPTESTiN850SQFT �LIVABLE FLOOR AREA _ .,..f.,. T . s .. EXCEED 2110 04 '.. httn WITH MAXIMUM PERMITTED DIMENSIONS „ ,3t 1t. 'jOCEED ���:tCt' � cd �, DO N07 P� TIL SURVEY e � `c o� FRAMING' ..... .._! p installed t' g FRA : x insta , xT LOT COVERAGE ry �ha�l ConOt� 25% - 5,062.5SQFT 3,853 SQFT »»:F�` IOF FOUNDATION LOCATION �: :��::.,. .�, L.. ..:..::. r...k-�..= ... - I. E' rcptaIr , 41 to Chnptcr HAS BEEN APPROVED BUILDING HEIGHT 35' o j� t NUMBER OF STORIES 2.5 - -- f thc'��-,,tn Ce (� Must prdo 111` lu"15 TRUSS PIACARDING REQUIRED Gam''-3�'`'I r, Cr CodcLTJ > >- A ot�er door V tY o 0W � ho and ductivdrso k 000 � � estirequired.cur�d. Oo DRAWING L co � 0 * WUU A-0.0 COVER SHEET WINDOW / DOOR SCHEDULE A-1 .0 FOUNDATION PLAN ITEM TYPE R/O SIZE MANUFACTURER A-1 . 1 FIRST FLOOR PLAN EL. 28.3' S 32018'00"E 135.00' EL. 36.1' 244FX2416 FIXED 2'-4"W x V-6"H ANDERSEN A-1 .2 SECOND FLOOR PLAN 244DH2430 DOUBLE HUNG 2'-4"W x 3'-0"H ANDERSEN A-1 .3 ROOF PLAN 244DH2456 DOUBLE HUNG 2'-4"W x 5'-6"H ANDERSEN A-2.0 ELEVATIONS 244DH304910 DOUBLE HUNG 3'-0"W x 4'-9"H ANDERSEN I ISPD6080 FRENCH DOOR 6'-0"W x 8'-0"H ANDERSEN A-2. 1 ELEVATIONS _.... ....._____......_ __. ._.._........_..__.__......._.� A-3.0 SECTIONS A-3. 1 S E CTO►N S ,8'X 'POOL , A-3.2 GENERAL DETAILS A-4.0 GENERAL NOTES A-4. 1 INSULATION DETAILS 6 6 LID P-1 .0 POOL PLAN 1 BACK PORCH 432 SOFT 34'-6" w ui 2"VENT r i 2"VENT 2"VENT 2"VENT THROUGH ROOF THROUGH ROOF THROUGH ROOF M THROUGH ROOF cn ROOF 34'-6" GARAGE 587 SOFT W V ui BATH 2 BATH 3 O O z O O 1 2 ,Y ,14 ,y� ,Y ,Y ,Y ,Y N N o 0 0 0 OILET OILETLO L0 Z" 12- SHOWER Z" SHOWER Z 2ND FLOOR FF,: FRONTPORCH Q , _ _ � FazsaFr 2„ 2,: C.O. 2,: 2" tL QI�OR KITCHEN 2 Lu POWDER, LAUNDRY MASTER BATH 1 :, „ -1/2” 1-1/2" R ���� lf7` V J c'nl 72- 72- INYIN172Mi Z OILET TOILE WASHZ° 2" SHOWER 1ST FLOOR O/Q 3.. 3.. 2.. Ty 2" C.O. EL. 32.4' EL. 36.8' O 4" STO EPTIC SVYSTEM EASTWOOD DRIVE J BASEMENT _ _ U d� U) PLIJ M Pboqk 11041 U" RISER DIA CRAM -�-® r 2 t r/ L Q� Slab Site Preparation D > O _C 1r— � The area where the slab is to be installed is to be excavated to the necessary elevation to meet the final top of (� N W A) �j• M � slab elevation shown in the Architectural drawings Q O Q W The areas where the slabs is to be installed are to be Proof Rolled in accordance with ACI 32.1R. The Engineer 16" X 16" PIER is to be notified if unacceptable solid are encountered during excavation if Proof Rolling produces results that N LL , n exceed ACI standards. ° 65-8 M N I , U) O `'J O The excavated areas along the stem walls and footings are to be back filled with clean material and n VT/ '%*W 3—0 33'-6" '_ " n n CO r mechanically compacted with clean fill in 6 inch lifts. Each layer is to be compacted to 98%modified proctor. n 1 2 6 4'-0" 8 O N 4-1/2 DOWELS 1 Base material layer shown on drawings is to be compactable,easy to trim,granular fill that will remain stable a AND NUMBER AS COLUMN i I j ' (� 0 >- M and support construction traffic.A clean fine-grained material with at least 10-30%of particles passing a No. OR PIER REINFORCEMENT __—__—�_—__—__ __—__—__—__—__—__—__—__—__—__—__—__--_--_—__—__—__—__—__—__—__—__—__— - "mm '""' - - - _._ - -- j '�' € Z j 100 sleeve but not containingsilt or organic material is recommended. ° ABOVE g Slab Notes #40 12" 0.C. Isolation joints are to be installed between the slab and the walls. Use preformed joint filler that is to be cut%: a� :° A. °. I `•;:. I ( ''•� _ - Q M inch below the slab surface and the resulting joint is to be filled with an elastomeric joint sealant e' I ! i .t ""� � I � = Np •�.1�fa I ,''j �^1 [ :r~�.,-'�---.....-......,-....,.......m...".....,. .:�. I W Co6 -I.— U) n O Contraction joints are to be installed as shown in the drawings and are to be%the thickness of the slab but not ° •a° I VJ � less than 1"deep ; ! € € ILU 0 The welded wire reinforcement is to be placed in the top third of the slab and is to be adequately supported by M precast concrete bar supports to assure that the reinforcement is held in position during concrete placement NOTES: 1. FOOTINGS SHALL BEAR ON FIRM UNDISTURBED SOIL WITH A MINIMUM I { ! M and finishingBEARING CAPACITY AS SPECIFIED IN THE GENERAL NOTES. I " n n ' ' _ •.'• I N c11.:, 2. 30 X30 X12 FOOTER W/ (4) #4 REBAR E.W. # PIER DETAIL Notes ' , n , n , n , n , n , n , »,":' , » , n , n �• NOT TO SCALE I I -4 9 —o -4 9-2 -4 8-6 -14 ( 6-11 8'-7" 7'-4" The Contractor is to verify all measurements in the field and any discrepancies are to be brought to the 1 I I 1 1 attention of the Engineer prior to construction C"""` "' ) I" y _ _ I ' ' — _----__—__—_--__—__ — _ —__—__— __—__—__— _—__----__—__ ._ € I— �,.'S,.,7 ..:�'�L.... v1}iw'..=4:'s`.f ?,7! ; i,,,t.: 1- All Concrete 3,500 psi after 28 days minimum. .I ' I .!«•;c; �--- ; - : •.' • � _r"` _ , ___________=� _, �<.• _=======_== = = ==============_ _-�•*=_ =====______ _= I � :r I ii 2 All Rebar ASTM A-615 Grade 610. I € z::c<r,::.,,,: • .:: ?. r C °: ' I •i'w. t s — up.. _ N I 1 ; � I •�''• I � L ..::.••. ...t , > ^, .'�i .•iiSJ''3..�,>. `j'r> ,, f r I '.. I 3- Footings are to be installed on undisturbed virgin soil.The bottoms of all footings are to be installed a I -- - - 10 3 01 NV I ( I minimum of 3 below grade unless indicated otherwise. ; �., tj ,. N 4- Rebar installed along the top of the foundation walls without windows are to be installed 10' below top I € of foundation walls with windows are to be installed 3"below the bottom of the window. ; ; f 's�" '; 5- All Snap off form ties are to be removed and remaining openings are to be sealed/grouted. 6- The Foundation contractor shaill coordinate the plumbing and electrical contractors relative to ; I r�' I : :'•4: : '^' '�':�'.:::�. __ installation of sleeves and other penetrations prior to pouring concrete. I ! I .. •• I �,•:. - - - - 7- The Engineer is to be contacted if unacceptable or questionable soul encountered during excavation. ( -;•, . "�i.� Unacceptable soil is soil containing clay and/or organic material N 8- Install isolation joints in the cel'ilar floor slab every 18 minimum 9- Foundation excavation is not to be back filled prior to the installation of the floor framing «•:' I W N 10- Backfill along foundation walls is to be clean material and is to be mechanically compacted in 6"lifts to 1 3 MECHANICAL ROOM I I i LU > Z E I 95%of maximum dry density I 1 11 E I LLI 4'-0" 8'-5" ' ( f.._. _..... _ __ 6'_ 1" — 9—o 0 ''' • t "r,� I €r p o ' --__ ..... ........ .................. ......., ...,.... ,........ .,....w ",,..... ......... ...,.. ........ ,.y. ,.,.,., ....... ..,,.... ......... ......., ....,,. ::,:1 • ....E 1.i€ .«..... ......... ...,.," .....,., ....,,.,, ..,.,.,. .....,. 4� U 7F� ?7'71"..."1..,., _�. t: ' r I € o I :. I I f t 10'-6" I Ll" ( 8'-2" , 5,_0» E Q i �..: II tt �� I f l�'•I.Ll� I CO J- { •'• 11 PC) , 10-7 10-4 10-7 3-10 4 10-6 8-2 5-0 1�. I .. . VL TT li L111 I € ; € I .!•`l 4�3�:30Y 12 30 ::300 12 III 3J4);�3 X 1 I •:i € i I i Al R EAU i 3;10".._ is �•• I I € : III I I I E I C � � � � •� �•�` I co 00 O'er �, t, ,, I':` •.a I .:'� f � .., , o N SAB ON GRADE I I I .. ' ( �t3�.Q 9'-11" 10'-7" S—.10n $ '-`• r�1:,,.�.,t .a.. ,. i �3_A!.E V l,:i_�LU%,x, L.^•�....E1_77T......,..,.........".w E .�.r € t'^. t • ...•. 4. .: ___—__—__—__—__— •r I i • 2x6 BOTTOM PLATE I I E I ;: .w , � ; ._._........�.......... f :: I .a « :fs1 4.) '3Y• I .. _ _. _.,,. • •,'' 2x6 SILL PLATE : 11 T 1560 F. IONIC. TERMITE SHEILD,_ 11 -7/811 J J �� 16 w .. ANCHOR BOLT 3 O.0 --- -- I a a +W I ...W.__. ,. I I [ t 111 •. .. " M .. r ; .W • 12 FROM CORNER' o0I :. .. :_:..._...�...x ... _......,._... 3 ° '::a° ::<:•a'.: ::_._. `b ------ I � f I I III I(2)#4 TOP LAP 2'-0'° f I III 4:. I I ;r, Q O 2X4 WALL STUD WATER PROOFING @ 16" O.C. --- � : I I I ::•'• I I :•'. r."...... .,._,.. "Vi.,,µ..". ........ ._. " I ' n I ---------- -- >; i 2" FOAM INSULATION .s R-13 INSULATION 4—o 16'-Om 4'-6" JJ, ` I ; 1 i .e:y. .'. •� ;t`, �• _ .;...,.',•:S• '�� ''Ji ..af• ,• ;.�� ...ti,. �' I t N Q ti� t 0 .. '. I_ _ .. T VERTICAL 5@3' o/c n; n n ! \_ , 3#-0" 1 6 11 -0 - _ , 21 6 I 4 6 1 24'-6" � HORIZONTAL #5@3' o/c .41 tE,� , O 6'-0" ' '-4' 6'-5" ' '-4"' 4'-2" ' '-4" 2'-9 ' '-4" r— e, 1/2" EXPANSION JOINT W F. J - 2X4 KEYWAY ,� . � . • < �' y . . ,a . �� , Q — I, U � 3—#5 CONT. I FOUNDATION DETAIL FOUNDATION PLAN W I = �o i L Q� W D ccp:) o 0) N LL G' d- Q c � � N M C 00 0 � N U p } "' 3'-0" 1' 6'f 32'-0" - —' CL Z 4'O ...............'x 2 6 ff _o ...................................................................... � O ... ......................................"....,..............x.............................................................................. ......................................................................................................................................................... ....................... ............... .......... . .... > E M = N Q LLI cu -o O 10 0 U ......... ................................................................................................................................................... ........ .......................................... 1.......,:.... o f` ... j .....,,_�. ............... — { 111 O WOOD HEADER SCHEDULE ( M � W � ROUGH OPENING WIDTH HEADERCD!F �. M o ' l 2 x 4 WALL 2 x 6 WALL I I.W WW. .-. . . ._ � MM� f » LESS THAN 3'-0" (2) 2 x 6 (3) 2 x 8 NI f - 3'-1„TO4' - 0 (2) 2x8 (3) 2x8 41-111 TO 6)-Ott (2) 2 x 10 (3) 2 x 10 ; p MASTER MASTER { 6'-1” TO 8'-0" (2) 2 x 12 (3) 2 x 12 BEDROOM ' ' CL N� BATHROOM OVER 8'-0" SEE PLANS SEE PLANS 3 " � = - NOTE: PROVIDE (1) JACK STUD FOR SPANS LESS THAN 4'-0' WIDE, �I ? 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ROOF SHEATHING O t 2X10 J. 1 0 6 O C. 30/FELT UNDERLAY C m ICE do WATER SHEILD EXTENDED O T N 24' FROM WALL M FLASHING -40 INSULATION 8 a z M PVC FASCIA N � 5" GUTTER O U CONTNUOUS SOFFIT do SCREENED VENT (2)2X6 TOP PLATE r M Q O N W of co ►r p � I o � uj0 NE 3-1/2X9-1/2"LVL STRUCT.RIDGE a0 0') o N `- I C) M co CO M M TH W WIOX60 0 � I : I 1 O 16W D.C.STUD i ((' 0 j ( ( 1' ZIP SHEATHIN , 6" POURED CONCRETE FLOOR i I SLAB RE R-19 INSULATION I I 6 6 WELDED WIRE MESH ' I I REINFORCED WITH 6X6 I CEDAR SHINGLE SIDING 3 f SLAB COMPACTED SAND.TO BE ON 6" CLEAN J WELDED WIRE MESH TO BE __�- --� ' [ L_ ... ....; UM OF ONE LAPPED A MINIM 2x6 BOTTOM PLATE � ''---•M'---'----' E-•-----•� �---'�••--•--'-~� I E FULL MES 2x6 SILL PLATE HAND WIRED T,II P`",0 F .I;<% 1,.=:0 C, PITCH SLAB TOWARD r TERMITE SHEILD DOORS AT 1/8 ANCHOR BOLT 3' O.C. - FOOT W N 12' FROM CORNER aO 1 L I > Z M (2)/4 TOP LAP 2'-0' O 2X4 WALL STUD Q W WATER PROOFING 0116 O.C. Q Q 2' FOAM INSULATION R-13 INSULATION y:k': ® OO O 00 s VERTICAL #503' o/c �i U $: HORIZONTAL #5@3' o/c_, Q V. U U lo" 4' POURED CONCRETE FLOOR SLAB REINFORCED W (n WITH 6X6 /10/10 WELDED WIRE MESH. SLAB TO �b 1/2' EXPANSION JOINT BE ON 6' CLEAN COMPACTED SAND. 2X4 KEYWAY 104 3—�6 COIR. '�`�` SECTION 1 I 3-1/2X9-1/2"LVL STRUCT.RIDGE 1 t I r t #: is f E i i Q-' 18" CEDAR;PERFECTION SHINGLE ROOF 'i ;':PLY:ROOF SHEATHING . ............................ . 3o#..FELTtiNDERLAY ;..................................................: O Cj. IC=do WATER SHETLD EXTENDED 16„ 0' 24' FROM WALL z UCi FLASHING ( , ZX1Q 2X10 C.J.@ 16"O.C. PVC FASCIA v 5' GUTTER s `... � v/ CONTNUOUS SOFFIT do 1" — - SCREENED VENT Q (2)2X6 TOP PLATE. - ~ Lu KITCHEN 6 WALL;STUD E' 016....O.C; i i`................€................. W ........... ..................: € ............: € ZIP SHEATHING BACK PORCH -19 INSULATION CV f :i i..... ........ i i Z � CEDAR":SFI�lC�E SIDING :....... ............. ................~..... 2x6 BOTTOM PLATE E 2x6 51LL PLATE 2X12 ACQ @ 16" O.C. 11-7/8 TJI 360 F.J @ 16 O.C. TERM! SHEILD ANCHOR BOLT 3' O.C. O 12 FROM CORNER _1 (2)14 TOP LAP 2'-0" r 2X4 WALL STUD W O 16' O.C. WATER PROOFING R-13 INSULATION 2' FOAM INSULATION Q U I VERTICAL /503' o/c (� a� HORIZONTAL 1503' o/c 4' POURED CONCRETE FLOOR SLAB REINFORCED WITH 6X6 110/10 WELDED WIRE MESH. SLAB TO BE ON 6' CLEAN COMPACTED SAND. 1/2' EXPANSION JOINT <> 2X4 KEYWAY ^N 3-15 CONT. W SECTION 2 W L W N LL N M C/) 000, C m T- 0 ME o T- N U >- C? p- zM � O Qco M = N W _ O O 2o 18" CEDAR PERFECTION SHINGLE L W O ROOF MECHANICAL � °' PLY. ROOF SHEATHING 12 @ ATTIC M co 301 FELT UNDERLAY ICE do WATER SHEILD EXTENDED 24• FROM WALL FLASHING m -40 INSULATION LA PVC FASCIA m 5' GUTTER CONTNUOUS SOFFIT k f SCREENED VENT (2)2X6 TOP PLATE. TREADS=10"+1"NOSING RISERS=-7-1/4" 2X6 WALLSTUD O 16• O.C. MASTER 1" ZIP SHEATHIN BEDROOM HALL R-19 INSULATIO CEDAR SHINGLE SIDING 2x6 BOTTOM PLATE 2x6 SILL PLATE TERMITE SHEILD 11-7/8" TJI 560 F.J. @ 16" O.C. 11-7/8" TJI 560 F.J. @ 16" O.C. 11-7/8" TJI 560 F.J. @ 16" O.C. ANCH9R BOLT 3' O.C. - W N 12 FROM CORNER o0 ui > ZM (2)14 TOP LAP 2'-0• O 2X4 WALL STUD WATER PROOFING II O 16 O.C. TREADS=10"+1"NOSING Ur O 2' FOAM INSULATION 'i'; R-13 INSULATION RISERS=-7-1/4" ' - O O 00 _ r- VERTICAL 1503' o/c �I ® O w C) HORIZONTAL 1503' o/c lo" 4' POURED CONCRETE FLOOR SLAB REINFORCED WITH 6X6 110/10 WELDED WIRE MESH. SLAB TO 1/2" EXPANSION JOINT BE ON 6' CLEAN COMPACTED SAND. 2X4 KEYWAY N 3-15 CONT. IIIII. 1fi� SECTION 3 . ........................................... ....... . . ........................ ...... . .... .......... . .. . i i 2X10 J. @ 16" O.C. 12 G. .............__..__................. ........._... __..._.._....._..........._... �. 12 161, 2 14 BEDROOM 2 MECHANICAL C ATTIC 18" CEDAR PERFECTION SHINGLE ROOF r PLY. ROOF SHEATHING O 301 FELT UNDERLAY ICE do WATER SHEILD EXTENDED IZ 24' FROM WALL �•J n n R-40 INSULATI FLASHING Z 11-7/8 TJI 560 F.J @ 12 O.C. PVC FASCIA U 5' GUTTER W CONTNUOU� ""... ...._. Q SOFFIT do 1` SCREENED /n SCREENED VENT ... .....' (2)2X6 TOP PLATE. 1 ! MASTER BEDROOM W POWDER LAUNDRY 2 sW LL STUD of�.6 GARAGE • ZIP SHEATHING W 19 INSULATION 'cn I CEDAR SHINGLE SIDING V) Z I N s jLi 2x6 BOTTOM PLATE 11-7/8" TJI 360 F.J @ 16" O.C. 2x6 SILL PLATE TERMITE SHEILD ANCHOR BOLT 3' O.C. 12' FROM CORNER (2)14 TOP LAP 2'-0" O 2X4 WALL STU f a: O 16' O.C. WATER PROOFING J R-13 INSULATION 2` FOAM INSULATION VERTICAL 1503' o/c U o� cn HORIZONTAL 1503' o/c 4'POURED CONCRETE FLOOR SLAB REINFORCED WITH 6X6 110/10 WELDED WIRE MESH. SLAB TO BE ON 6' CLEAN COMPACTED SAND. 1/2• EXPANSION JOINT 2X4 KEYWAY O / E N 3-15 CONT. cl 9-8" Ll L in G w w SECTION 4 I r` N C W 0) N L � dam' ct =+_' N M C mT- CJ) RR V p y Ci a: z V- A307 BOLTS. STAGGER AND (DPROVIDE 4'-0" ON CENTER TOP AND BOTTOM. V O ^ d F-' W STEEL BEAM 9< HEADER PER PLAN Q CU N MQ • • - = o \Y • • WOOD BLOCKING COLUMN PER PLAN W o Cn CD 6" CHIMNEY WIDTH VARIES 6" z N + 2'-0" TYPICAL Q. N _ _ SIMPSON MTS30—/ Lu rn #5 REBAR _ TWIST STRAP STIRRUPS � M M q @8"O.C. C N 4"CONC.SLAB SIMPSON MSTA30 N 00 STRAP TIES .. m #5 REINFORCING 3"CLR. RODS @ 8" O.C. (TYp) VARIES EACH WAY VTOP FLANGE HANGERS OFLD TO BEAM.TOP FLANGE \—SIMPSON LALLY COLUMN CAP TYPICAL CHIMNEY BASE DETAIL ir— # TYPICAL DETAIL SAWN—LUMBER NOT TO SCALE OR LVL'S TO STEEL MEMBER PORCH FRAMING DETAIL NOT TO SCALE U! > zM V �o UJ o 0 0_ 000 in � c) * Wcl) 2E WU17)U WELD FOR TYPE I CONNECTION 1/2" DIA. X 16" LONG ANCHOR BOLTS 1/2" THICK STEEL BASE PLATE CONCRETE FOOTING SIMPSON BC4 OR BC46 POST CAP A> ,,.. •.: f.'. ;..: SIMPSON 4X4 ACQ 4 ABU44 POST 6 -� POST e. 6 S Y.' ". �'�' -� '•;;t\� Ij..:," •'�'. •.. .:� �••.r ••i..r r J.', '•.;�'' M, GRADE 7777 THICKEND SLAB , ,Ii[EE1 ,l, ,llII„ UNDER LOAD BEARING WALL TYPICAL STEEL COLUMN NOT TO SCALE �nT ETAIL (ELEVATION) 12" DIA # O SCALE 4X4 ACQPOURED CPOST TE UP SONOTUBE (TYP.) NOTE: METAL IN CONTACT WITH ACQ LUMBER SHALL CONFORM TO ASTM 180.. Outside Elevation (�-a��QNQTUBE DETAIL Extent of header(two braced wall segments) Side Elevation NOTTO SCALE _I Extent of header(one braced wall segment) 0 o p o oc o 0 0 0 0 0 0 0,11 0 0 0 0 0 I III III I ' I ' 111 II I III II W C" 0 0 o coli o 0 0 1� I 01 0 0 0 0010 0 ° o IOI I I I 3-1/2"x 14"Header shall occur at top of wall I I I 1 I I 01 0 0 0 0 011-1 0 0 ° 1q I I o1 0 0 0 0410 0 0 0 � i III II I I III II CI e o 0 0 0I o 0 1q II I I I of 0 0 0 oollq� 0 0 o Iq ° )__O Ofi — p_ ° T J III I °I-°T-_—0--7 ° � O— O_ p T 7 of i cid ' Iy II 1 01 ' o1U 1� 16d sinker nails in 2 rows 3"o.c. 1 11 1 III I I I III III @ of , o4� Header shall be Top plate continuity is 1 oI 1 °IU U 11 11 fastened to the required n 1 I 4 1 n 1 king with II1InI II I II °I1 I1 o04IlI�°II II IIIN I I 6-16d sinker nails GALV. STEEL GRATING. 1/..r1.- I I III 4 1 I I I I III 1 41 W pl I °IIS I 1 n i OI I plra I Ilq SEE ARCH'L DWGS. I I Fasten sheathing to header with 8d common nails in 3 in.grid pattern as shown and 3 I I III III I I I 4 1 I n I I 2X6 STUD WALL---\ of 1 cIq in.o.c.in all framing(studs and sills)typ. 1 0l 1 olp 1 1q L U i oto 1 l0 1000 Ib header-to-jack-stud strap on both sides of F N SHED FL0o of 1 plo io 1 1 I I oA E� II 11 II 11 II I II p of I ol,0 1 Io I I of 1 010 I I° opening $ FACESIMPSONUNTHA 1 1 I I I 1 1 1 1 1 1 1 1 1 Y4'PLYWOOD SUBFLOOR FACE MOUNT HANGER °I I °I° 1 1° I I °I I ol° I to header-to-jack-stud strap on both sides of opening(install on I 1 I I I DECKING Q 1 1 I 1 1 I 1 1 I I I I ♦R of I t/ 010 1 10 backside as shown on Side Elevation) i i 1 1 °I I °lo I I° JOIST V 1 1 1 1 1 1 1 1 1 1 1 1 1 FACE MOUNT HANGER °I 1 °I° Ip I I I °I I °10 I I I 1 I I I I 1 I f W 2" 0/C 01 I clo 1° 1 1 1 1 o1 1 010 1 I° DECK GIRDER olo� oio i0,o 1 i I 1 0,0, 0,0 loin #4 12. O.C. GALV. Bx8x1/4 W/6" HILTI HY150 o c-o 0 0- o o -o 0 0-o-o i I i i o o-o 0 0- o o -0 0 0 0-o ADHESIVE ANCHORS 0 2'-0" o/c • 2X10 ACO LEDGER BOARD PT c 0 o 0 0 0 0 0 0 0 1 1 1 0 0 0 0 ° 0 0 _0 0 0_0 0 (6" EMB'T) TO SUPPORT GRATING. 1 1 Io 1 1 g yp g 1 1 1 1 I i i • 3-/5, MIN 4" EMBEDMENT .• • ANCHOR 6"LAG BOLT @ 16"STAGGERED ,L °I I to to I I I I of I oto I to .D�- r r---- T- ----- For a panel splice(if needed),panel edges shall be blocked and occur within 24 in.of I r r------ T T 7 t, 1 1 cl 1 1 mid height,One row of sheathing-to-framingnallin 1s required in each panel. 1 I I I I 1 I of I 0Io I° 1 1 I I o f 0 0 o BASE PLATE 1 1 I 1 1 1 1 1 1 1 1 1 1 T.O. WALL OPENING ICHOR BOLT U-1 r- °I 1 °1° 1 1° i 1 I I °I 1 °1° I 1° 7/16"min.thickness wood structural panel I I I ,1 I I I I I I I I 01 1 °I° 1 I° 2'to 18'(finished width) 1 I I °I 1 °I° 1 I° sheathing STIR TIES, 6. O.0 IN HEADER PLYWOOD SHEATHING 01 1 o1r I 10 , FDN. U) I I I I I I I I- I I 1 1 I 1 1 8d COMMON,3"O.C.EDGES I I 1 1 °I I °l0 1 I° I I I I I 1 1 6"O..0 CENTER I 1 1 I I I 1 1 Z 01 1 010 Ito BOTT. OF WALL OPENING • . GRADE —" O �n, of I 010 I to I I I I of I 010 I to of i 0io i 1 9 i i of i oi° i io ! .. 28 in.min.for 8 ft.height. Braced wall segment I I I I I I 1 1 I I I I c•I I �.I I I° 1 1 I o °I I I I °1 1 00°LIIIII1 IIIor- 1r_o 00lIIIlII10 1II III ofIIII 1II 0lIII011III tIII o II II I i I ° ° Min.(2)2x6 typ. °I °I° °° ° °° °° 3 • • d ••� ., y "�d•.••'.d ••..- _• O (2)SIMPSON HDUS 2jack studs °1 I 0I0 ° Anchor bolts per R403.1.6 Typ. r_____ -_ o :01 o'00 0.0 10 HOLD DOWNS 0 0 .+�- (TYP.) , • + �� LU 3-#'5 CONT. 1 i J i _ i _ 3" CLEAR # DECK FRAMING DETAIL �6' WINDOW WELL DETAIL NOT TO SCALE Min.2-112"x 2-1/2"x 3/16"plate washer Not to scale NOT TO SCALE ENGINEERED SHEAR WALL TO BE FIELD CONSTRUCTED pill1. w " ' -117 It LIJ CY) N ILL 1-1 INSULATION SPECIFICATIONS: E RECESSED LUMINARIES INSTALLED IN THE BUILDING ENVELOPE SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN TABLE R402.4.1.1 14t -HOT ROOF(UNVENTED ATTIC): R-40(6"CLOSED CELL) CONDITIONED AND UNCONDITIONED SPACE, ALL RECESSED LUMINARIES SHALL BE IC RATED AND LABELED AsAIR BARRIER AND INSULATION INSTALLATION 4_0 -ABOVE GRADE EXTERIOR FRAME WALL:R-19(FIBERGLASS)+R-3.6(1 ZIP SHEATHING) HAVING AN AIR LEAKAGE RATE NO MORE THAN 2,0 C.F.M. (0,944 US)WHEN TESTED IN ACCORDANCE WITH x cv) -FOUNDATION WALLS: R-13(FIBERGLASS)+R-10(2"RIDGED FOAM) i ASTM E 283 AT 1.57 _(75 )PRESSRE DIFFERENTIAL. ALL RECESSED LUMINARIES SHALL BE SEALED WITH A U) OCA C) GASKET OR CAULK BETWEEN THE HOUSING AND THE INTERIOR WALL OR CEILING COVERING, COMPONENT AIR BARRIER CRITEREA INSULATION INSTALLATION CRITEREA 0 MECHANICAL SPECIFICATIONS: -,--WATER.BASED UL 181 2:96%AFUE FURNACE A-M&B-M 0 >_ C? i A CONTINUOUS AIR BARRIER SHALL BE INSTALLED Wl�Ul'ACT RFD �".Cf`ID (""'41 1" a: z — LEED COMPLIANT F IN THE BUILDING ENVELOPE 16 SEER AC EQUIPMENT (MAMI-C&V-181 cle) AIR PERMEABLE INSULATION SHALL NOT BE USED AS 4 1*,*, SEALING MATERIAL. DUCT CONNECTIONS CONTINUOUS AIR BARRIER, 0 , MECHANICAL VENTILATION 2:150 CFM FOIL TAPE DK ON ALL GENERAL REQUIREMENTS THE EXTERIOR THERMAL ENVELOPE CONTAINS A 2!ONE ENERGY STAR BATH FAN WITH AN ELECTRONIC PROGRAMMABLE TIMERj 3wa -1 1 *' - I L C: BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED, E > CY) < OTHER SPECIFICATIONS: Uj g THE AIR eARRIFR IN ANY DROPPED CEILING I SOFFIT SHALL BE DOORS&WINDOWS: U-FACTOR:5 0.42 ALIGNED WITH THE INSULATION AND ANY GAPS IN THE AIR C) CEILING I ATTIC THE INSULATION IN ANY DROPPED CEILING I SOF FIT In BARRIER SHALL BE SEALED. 2!100%HIGH EFFICIENCY LIGHTING(CFL's OR LED's) SHALL BE ALIGNED WITH THE AIR BARRIER. W 2!ALL ENERGY STAR APPLIANCES ACCESS OPENINGS,DROP DOWN STAIRS OR KNEE WALL 3 AIR CHANGES PER HOUR DOORS TO UNCONDITIONED ATTIC SPACES SHALL BE SEALED, 4 C THE JUNCTION OF THE FOUNDATION AND SILL PLATE SHALL CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS SHALL BE INSULATED COMPLETELY FILLING f3 t. BE SEALED. THE CAVITY WITH A MATERIAL HAVING A THERMAL C: .................... TYPICAL WALL PENETRATIONS TYPICAL CEILING SUPPLIES WALLS THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE RESISTENCE Of R-3 PER INCH. co EXTERIOR WALLS SHALL BE SEALED, EXTERIOR THERMAL ENVELOPE INSULATION roR NOT TO SCALE NOT TO SCALE FRAMED WALLS SHALL BE INSTALLED IN SUBSTANTIAL KNEE WALLS SHALL BE SEALED. i C014N11,TA.15 PETIAID 01' SE44,Tt CONTACT AND CONTINUOUS ALIGNMENT WITH —"RIMAIM rFIU,)i4 THE AIR BARRIER, If S� -I L 1, m t Gpr. THE SPACE BETWEEN WINDOW I DOOR JAMBS,&FRAMING, WINDOWS, SKYLIGHTS& DOORS WATER BASED UL IS I AND SKYLIGHTS&FRAMING SHALES BE SEALED, A-M&B-M LEED COMPLIANT RIM JOISTS RIM)GISTS SHALL INCLUDE THE AIR BARRIER RIM JOISTS SHALL BE INSULATED, DUCT MASnc&wei RECESSED LIGHT TO CEILING SEAL FOIL TAPE DK ON ALL FLOOR FRAMING CAVITY INSULATION SHALL BE DUCT CONNECTIONS NOT TO SCALE INSTALLED TO MAINTAIN PERMANENT CONTACT FLOORS(INCLUDING ABOVE WITH THE UNDERSIDE OF THE SUS-FLOOR DECKING, GARAGE AND CANTILEVERED THE AIR BARRIER SHALL BE INSTALLED ATANY EXPOSED OR FLOOR FRAMING CAVITY INSULATION SHALL BE EDGE OF INSULATION. PERMITTED TO BE IN CONTACT WITH THE TOP SIDE FLOORS) Or SHEATHING,OR,CONTINUOUS INSULATION INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING TAPE ACCESS PANEL AND EXTEND FROM THE BOTTOM TO THE TOP OF SHUT WITH UL181 ALL PERIMETER FLOOR FRAMING MEMBERS. FOIL TAPE EXPOSED EARTH IN UNVENTEO CRAWL SPACES SHALL WHERE PROVIDED INSTEAD OF FLOOR INSULATION, CRAWL SPACE WALLS BE COVERED WITH CLASS I VAPOR RETARDER WITH INSULATION SHALL 13E PERMANENTLY ATTACHED TO ...... ... . 0. OVERLAPPING JOINTS TAPED, THE CRAWL SPACE WALLS, R33 PIPE INSULATION w ON ALL PIPES > CARRYING FLUIDS LU > A DUCT SHAFTS,UTILITY PENETRATIONS,&FLUE SHAFTS z < 1051 F>55*F SHAFTS PENETRATIONS OPENING TO EXTERIOR OR UNCONDITIONED SPACE A 4 fl. z 0 w SHALL BE SEALED. 4e: LU BATTS.IN NARROW CAVITIES SHALL BE CUT TO FIT,OR 0 0 00 0 NARROW CAVITIES SHALL BE FILLED BY INSULATION .0� NARROW CAVITIES THAT ON INSTALLATION READILY CONFORMS TO THE AVAILABLE CAVITY SPACE. U F F_ AIR SEALING SHALL BE PROVODED BErATEN THE mew GARAGE SEPERATION GARAGE AND CONDIT10,11ED SPACES. W RECESSED LIGHT FIXTURES INSTALLED IN THE SUILDING RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING THERMAL RECESSED LIGHTING ENVELOPE SHALL BE SEALED TO DRYWALL, THERMAL ENVELOPE SHALL BE AIR TIGHT&IC RATED. �w- BATT.INSULATION SHALL BE CUT NEATLY TO FIT AROUND WIRING AND PLUMBING IN EXTERIOR TYPICAL AHU SEALING TYPICAL PIPING INSULATION PLUMBING AND WIRING WALLS,OR INSULATION THAT ON INSTALLATION READILY CONFORMS TO AVAILABLE SPACE SHALL NOT TO SCALE NOT TO SCALE EXTEND BEHIND PIPING AND WIRING, THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT EXTERIOR WALLS ADJACENT TO SHOWERS AND BATHROOM FAN TO CEILING SEAL SHOWER TUB ON EXTERIOR WALL TO SHOWERS&TUBS SHALL SEPARATE THEM FROM THE SHOWERS&TUBS. TUBS SHALL BE INSULATED loco ...... NOT TO SCALE THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL ELECTRICAL PHONE BOX WATER BASED UL 181 r 14* OR COMMUNICATION BOXES OR AIR-SEALED BOXES SHALL ON EXTERIOR WALL BE INSTALLED, LEED COMPLIANT DUCT MASTIC&UL IS I rI'jtvr- HVAC REGISTER BOOTS THAT PENETRATE THE BUILDING THERMAL FOIL TAPE DK ON ALL '4�,` HVAC REGISTER BOOTS DUCT CONNECTIONS 16 ai mall a, be*"4f ENVELOPE SHALL BE SEALED TO THE SUB-FLOOR OR DRYWALL WHEN REQUIRED TO BE SEALED,CONCEALED FIRE SPRINKLERS SHALL ONLY BE SEALED IN A MANNER THAT IS RECOMMENDED BY THE MANUFACTURER, CAULKING OR OTHER ADHESIVE SEALANTS CONCEALED SPRINKLERS SHALL NOT BE USED TO FILL VOIDS BETWEEN FRE SPRINKLERS COVER PLATES AND WALLS OR CEILINGS, THIS RESIDENTIAL BUILDING IS REGULATED BY CHAPTER 4 OF THE 2015 IECC. ALL DUCT WORK WILL BE INSULATED WITH MINIMUM R-8 INSULATION, ALL HOT WATER CIRCULATING PIPING WILL BE INSULATED WITH MINIMUM R-33 PIPE INSULATION, TYPICAL FLOOR SUPPLY TYPICAL FLEX DUCT CONNECTION WWI ...... S�"v NOT TO SCALE NOT TO SCALE UVI cp'" 'tp < 10 F" Uj D01, on, !;on' drywah to 1i "t B. I w thij �v x x 0'.r J mow, IJ, z sa 'j" _wk :1#�all wire penlF�!ratens w < -Lev ----------k" Uj '0 lit x 0:,10� Val seal 't fllcf"t.�IVY m t'�joint Uj .6 -1 tv w ith wi red furr t: T- ............." -4, T' A , w 40 :D U) Z' z ........ ........ s A IN, sral*1* .......... ... ....... 1'0 4 Ali :"fij. **_�0!1 . .................. M 110 C) Ij 0 74 of ba ttc.it el f ii., iMii K.' W: wo �P adYa: er to caulk, h.o! lb,',� t 6 It d I w S 14 pi I q t-l-Wr d _j 4 I.IS ............ < I van!to zin V P� or nonexnandilIg floam aid' "d f 'av x ............. 0 A vJ ELECTRICAL BOX SEAL DIAGRAM WINDOW SEAL DIAGRAM TYPICAL AIR SEALING AT WALL FRAMING DIAGRAM DUCT SEALING DETAILS DIAGRAMS IECC R403.3.2 COMPLIANT NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE w W 7-j,���_z L ,TF U) L Q� .0) DESIGN CRITERIA: GENERAL NOTES ) � N LCL TYPICAL ROOF SHEATHING NAILING ZONES C FASTENING TABLE GROUND SNOW LOAD 25 PSF. WEATHERING SEVERE 1. ALL WORK MATERIAL' AND EQUIPMENT SHALL BE IN 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO - - � N FASTENING TABLE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBLRANDTYPEOF SPACING AND LOCATION (DW @6"OC EDGES&6"OC in FIELD „ ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL FACILITATE CONSTRUCTION AND SHALL NOT BE � X co Ii NUMBER AND TYPE OF FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36 ITEM DESCRIPTION OF BUILDING ELEMENTS SPACING AND LOCATION FASTENER FASTENER FIOOr 2 8D @ 6"OC EDGES&6"OC IN FIELD LIVING AREAS - 40 PSF. L.L. FIRE & ENERGY CODE CONSTRUED AS A CONTRACT BETWEEN BUILDER AND fA O O , ROOF O TERMITE - MODERATE TO HEAVY OWNER 4-8dbox(2x0113")or 4-8d box BEDROOMS - 30 PSF. L.L. . C m wr 1 Blocking between ceiling Joists or rafters to top 3-8dcommon(2}-x0.131"),or Too nor 21 Joist to sill,top date or girder 3-ed common(2}"x 0.131•);or Toe nal 3O BD@4"OC EDGES&I IN FIELD DECAY - SLIGHT O N plate 3-10d box(3"x 0.128')or 3-104 box(3"x0,128");or M 3-3"x 0 131'pals 3-3'x 0.131'naills a-8tl box(2}'x0.113")or 6d box(2}'xo.113) WIND SPEED - 130 MPH 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY U 3-8d common(2}"x 0 131'),or Per long roe nal Rim Joist,bend foist or blocking to sill or top date 25'MEAN ROOF HEIGHT x 0.1MINIMUM 28 DAY STRENGTH OF 3000 PSI SHALL BE DESIGNED AND BUILT IN ACCORDANCE a- z M 2 CeIIIngJoisbroropplate 3.l1ord,(3'x0.128•)'or 22 (roo(applicationsaim) 180dbo(3'Iz0128);or•r°r Toenail 2 STORY 8D RING SHANK SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YES 3-3'x0.131"mals 3-3'x0.131"nails WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. (D C O Ceiling Joist not attached to palaAal rafter,laps 4-10d box(2,?x 0.128•),or 3-8d box(2}'x 0113'),or 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- =3 O ,..� 3 over partitlons(see,Sections R802 3 1,R802 3.2 3-led common(3}•z 0.128'),or Face nail 2-Ed common(2}'x 0.131');or and Table R802.5.1(91J 4-3'x0.13,"mals 23 1'x 6'Subfloororles^,toeach foists 3-10d box 0128•);or Face nail LARCH STRUCTURAL GRADE #2 OR BETTER. 14. THIS STRUCTURE HAS BEEN DESIGNED IN Ceiling Joist attached to parallel rarer(heel joint) 2 staples,1'crown,16 go,+}"long 4 !see Secttons R802.3.1,entl R802.3.2 and Table Table*802.5 1(9) Face nail 3-16tl box(3}'x0.135'),or ACCORDANCE WITH 2015 INTERNATIONAL ENERGY CODE O.. > E R80251(9)J 24 2'subAcertopistorgimer Bhndemface nal DESIGN CRITERIA: 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL Q eII N Collar tie to refter,face nail or 1}'x 20 ga.ridge 4-10d box(3•x 0 126"),or 2-i6d common(3}•x 0162•) 5 3-t6dcommon(3'x0148');or Face^°°°°°hreRer 3-16dbe (3}'x0135'1or ' STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL -p = O strap to refter 4-3'z 0.131"hens 28 2'planks(plank 8 beam-floor 8 roof) At each bearing,face nail i 16d common(34xD.,62") DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME PARTITIONS, EXCEPT AS NOTED ON DRAWING. 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL 3-16tl box naps(3}'x0 135);or 2 toe nails on one side entl 1 toe I �1•S O 3-10d common nails(3"x0 148'),or mai 3-16tl comrt"n(3}^x 0.162•) 3 xx V 8 Rafter or roof Huss to plate all opposite aide of each refter 4-10 box(3•z 0128'),or a-104 box(3'x0128);or ortruss 28 Band or rim Joist to joist End nail CONSTRUCTION MANUAL FOR 1 + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. 0- _ 4-1 Odbo (3"xs 4-3'x 0.131'nalls;or I 1Q CHANGES PRIOR TO AND DURING CONSTRUCTION. U) ti 13 164 box nails(3}"x0.135');or a-3'x14 ga.stages, "crown 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND W O Roof ratters to ridge,valley or hip rafter or roof 3-10d common nails(3-x0 148);or End Nail Nall each layer as follows.32"e.c ' 7 rafter to minimum 2'ridge beam 4-10d box(3•x 0.128");or 204 common(4'x 0.192);or at top and bottom staggered __ m..............................................�.....-»_..._._........__...»_._..�..I 4-3'XO 131'nein 10d Dox(3'x 0.128");or 24'o.c.face nail at top end bottom I FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. 16. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE ,} Of r WALLO O 24'o.c.face nail 27 Built-up girders end beams,2lnch lumber layers 3•x0.131'^ails staggered on opposite sides COAT EPDXY PAINT. ALL FASTENERS TO BE ASTM i6d common(3}r z 0.162') And. I co 8 Sod to stud(not at braced wall panels) 10d box(3"x 0.128-),or tore c.face nail 2-20d common(4'x 0.192•);or 3.0131'neits 3-10dbox(3'x0162'),or Face call etends eteach Splice 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE A-325 BOLTS, 3/4" DIAMETER. ', C M r,,p 160b1cx(3}"x 0,35•);or 12"o.c.face mall 4-3"x0.131"mlfs ® VERIFIED BY CONTRACTOR(S) PRIOR TO START OF 9 Stud bystudand spacing studs°tintersecting 3'x0131'nella 4-16dbox(3}"x0.135){or lO O Q CONSTRUCTION AND ORDERING OF MATERIALS. THIS 17. CONTRACTOR SHALL OBTAIN ALL PERMITS AND wall comers(at braced wall panels) 16d common(3}"x 0.162-) 16•are face nail 28 Ledge strip Supporting Jolsts or rafters 3-16d comma n(3}"x 0.162),or At each joist or rafter,face nall O O p 16tl common(3}'x 0.162') 16"o c.each edge face nae 4-104 box(3'x 0128');or 100 ,o Bultapheatler(2 to 2'^ease*wit^}spacer ,2"O.C.each edge face nail 4110db box(3" FOUNDATION HAS BEEN DESIGNED FOR A SOIL 164 box(3}"x0.135') 29 Bridging 2-10tl(3'x0.128') Each end,roe mal ; INSURANCE NECESSARY TO PROTECT THE ENGINEER 5-8dbox(2}•x0113"),or Woodatroetua,Dane,a,a DAOo,,oo,amtl,nt°�,wa„ahea,n,mgto,ram,n9amdpan,tl°beardwa„e„eam,mgto ram,ng HURRICANE SHUTTER DETAIL BEARING CAPACITY OF TWO (2) TSF AND GRADES AND OWNER. 11 Continuous header ro stud a-8tl common(2}'x,9f');or Toe nail Jose Table 8602 3(3)forwood structural panel exterior wall sheathing ro wall freming] 3 1 LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT m 4-100 box(3"x SPACING AND FASTENERS ,,. Q 0 (D SCALE: NTS THESE CONDITIONS ARE MET. ALL FILL BENEATH 18. DO NOT BACKFILL AGAINST FOUNDATION WALLS 16d common(3}^x 0.162") 16'o C.face nail ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF Intermediate +''� 12 Top plate to top plate 104 Dox(3'z 0.128-),or FASTENER Inches) supports ' 3"xo131•nala (inches) ; CONCRETE SLABS TO BE COMPACTED TO 95% UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. 12'o.c.face nail 8-16d common x 0.162'),or 6d common(2'x0113")nail :...m...._........................c. _. ....--•�,... -... ............ ....�.�.'........�.... O RELATIVE DENSITY. Double top plate rased I,.forspace D2 with 12-16d box(3-12'x0.135'),or 16"-face nail 30 1.4 Bid commonoor l) 6 12f i O _ O ❑�❑ 19. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL seismic bracetl wall Ane space<25' 12-104 box(3'x 0.128');or ed common(2}'x0.131')nail(roof) O 13 '2-3'x°13''na,Is Face nee on eachsWealendjolnt 31 }}"-1' 6d common(2Yx0.131') 6 ,2f Each window to receive (1) 7/16" 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE AND IN BASEMENT ( IF APPLICABLE ) POSITION NEAR Double top plate splice SDC9 D0,Dt,or 02:and 12 164(3}'x 0.135') (minmum 24'lap splice length 104 common(3'x0148')nail;or O braced wall line apacirtg 225' 3z +i"-+�' Bd 2}'x0.131)deformed nail 6 12 € -- ----- -- • thick x size of window plus 4" SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. each side of and Spice le ( . 16d(31'x 0.162) ° 16'o.c.face nail other wall sheathing O 0 each side CDX plywood. : : BY TRIPLE UPRIGHTS. ALL HEADERS TO BE I' 14 Bottomplatenot at radedwallpanJolstor ,}•galvanized r0o�ingmaiple16head 1.. _._, .____.._-} 0 ( ,� � Q O O, MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. blocking(not at braced wall panels) 16d box(3}"x 0,35"),or 1,2'o c.face nail 33 }•structural cellulosic Floorboard sheathing diameter,or l'crown staple i6 ge., 3 6 3".0 131'falls 1}•long 13-164 box(3}'x0.135'),or 3�ach 16'oc.face nae � Provide /8 wood Screws 20. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND Bottum plate rojoist,nm joist,band joist or 2 reach l6'o.c.face nail 1}"galvanized roofing nad,cl}"head ON EACH LEVEL OF DWELLING AS REQUIRED BY 15 blocking(at braced well parrel) 2.16dcommon(3}'x0.,62);or I t0 0 12" O.C. around perimeter _ _ 8. PROVIDE FIRESTOPPING AT ALL LEVEL a-3 rC 131'nails 4 teat^16'1 face nail 34 }Y structural cellul0sle fiberboard sheathing diameter,or 1'crown stable 16 go, 3 6 4-8d box(2}'z 0 113");or 1}'bng ' of window. PENETRATIONS 2015 INTERNATIONAL ENERGY CODE 3-1 Ed box(3}'z 0.135");or 1}"galvanized rooting nail,staple , O , 3 4-8d common(2}x 0.131);or Too nal 35 }'gypsum sheathing galvanized,+}"long i}"screws, 7 7 ! 4-10d box(3"x 0128•);or Type worS _� --� w': 16 Toporbottomplatetostud 4-3'x0131'nails 1}^gelvanlzedroofingnail,ataDle = �, ... ` 9. PROVIDE FLASHING AT ALL ROOF BREAKS, 21. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO 3-16d box(3'x0.128');or 36 >r gypsum sheathing galwanixed,l}"Iieng;'I}'acrews, 7 7 ;�' 2 I CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS WINDOWS AN EXISTING DWELLING REQUIRING A BUILDING PERMIT .. .._... Ed 3-10dbox(3x(3,," 28");o62'),or Wood structural panels,combination s Cfloorondenaymentto framing ;3 1 3 AND DECKS ETC.. NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE End nail 3-3"x 0.131"nems _ 3-10d hoz(3'x 0.126"),or 37 }'and less 6tl d co mad 12"x0.120)nae,or 6 12 � --� S 17 Top Plates,laps at corner and intersections 2-16d common(3}'z 0.162'),or Fac°nail 8d common(2}'xD 131')nail - HOUSE BE UPGRADED WITH HARD WIRED & 3-3'z 0131•nails Bd deformed(24"x0 131')mall;or 10. DO NOT SCALE DRAWINGS. INTERCONNECTED SMOKE ALARMS. ! 3-8tl box(2,"x 0.113"),or 38 -+• 8d common(2}.0.120)nail 6 12 2-8tl common(2}"x 0.131•);or Sd deformed(3-x0.120-,mail,or 18 1'brace to each scud and plate 2.t 0d box(3"z 0.128');or Face rail 39 1}"-1}"' Ed common(24•x0.120•)nail 6 12 11DESIGN CONSULTANTS OR RECORD W 2hplea, 22. HOUSE LOCATION AND TOP OF FOUNDATION HEIGHT }- r a }' . 3-BC box(2}'x 0.1 t3');or ENGINEER ARE NOT RESPONSIBLE FOR THE SHALL BE STATED IN FIELD NY LICENSED LAND SURVEYOR � z M 19 1'x8'..string to each bearing 2-8tl common(2,y x 0.131");or Face mel 2-,0d box(3'x0.12");or INSPECTION, SUPERVISION, OR ADMINISTRATION OF O 2 staples,1"crown,16 ga.,1?'long a. Nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used for framing and sheaf ing connections shall have a minimum average bending yield Strengths as shown:80 ksi for shank diameter of0.192inch(20d Common nail),90 kill for shank diameters al than THIS CONSTRUCTION PROJECT. FEDERAL, STATE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR COMPLIANCE W 3-8d box(2y x 0.113').or 0.142 inch but not larger than 0 177 inch and 100 list for shank characters of 0.142 2-edcommon(2}^x0131.),or b. Staples are 16 gage wire and have a minimum 7116-inch on diameter crown width AND LOCAL ZONING AND BUILDING CODE COMPLIANCE WITH ANY ZONING REQUIREMENTS. � p O 2-,Ori do z(3'x 0 128');or c. Nags shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater r 3 staples,l'crown,l6 ga.,1}'long d. Four-foot by 8-footor4-foor byg-foot panels shall beapplid vertically SHALL BE THE RESPONSIBILITY OF THE O O O 20 1'x 8'and wider sheathing to each beadog colder Flan 1'x8" Face nun e. spacing of fasteners not included In this table shall be based on Table R602 3(2). CONTRACTOR. a-8d box(2}•x 0.113');or f. Where the ultimate design wind speed is 130 miles or less,nails for attaching wood structural panel roof sheathing to gable end welt taming shall be O 4-of common(2}"x');or);or Spaced 6 inches on center Where the ultimate design wind speed Is greater man 130 mph,nails for attaching panel roof sheathing to intermediate ( , 3-1 ori box(3'x 0.128),or supports shall be spaced 6 inches on center for minimum 48-inch distance from ridges,eaves antl gable end wall framing �� v 4 staples,l•crown,16)ga.,t}'long g. Gypsum sheathing shall confrom to ASTM C 1396 and shall be installed In accordance with GA 253.Fiberboard sheathing shall conform to ASTM C 208. LU CC It. Spacing of fasteners on floor sheathing panels edges applies to panel edges supported by framing members and required blocking at floor perimeters G Floor only.Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing member and required blocking.Blocking of roof or 4-Bel box(2}•x 0.113'),or floor sheathing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code.Floor 21 Joist to sill,top plate or gtrder 3-8d common(2}'x 0.131•);or Ties nail perimeter shall be supported by framing member or solid blocking 3-104 box(3'x 0.1281;or I. Where a rater is ling joist loan plate in parallel ceiling wit joist in accordance with this schedule,provide two roe nails s one side of the rafter and toe HOLD D 8e SHEAR CONNECTION W 3-3"x 0131•nails ^ails from the ceiling Joist to top plate in accordance with this schedule.The toe nail on Me opposite side of the rafter shall not be required CRITICAL Bd box(2}"z 0.113) 22 Rim Jolst,band Joist or blocking to sill or top pate ed common(2}"x 0.131");or Toe nail (roof applications also) 1 Od box(3'x 0 128');or 3- 31'naris FRAMING NOTES s-8d Bd box Dox(2}'x 0.113"),or I - 23 1'x 6'subfl2 8tl oor or less to each foists 3-10dcommon(2,?x 0.131');or box(3'x 0.128');or Face nail 2staples,l•crown,l6ga,14"tong 24 2'subAoorto Joist or girder -s-16d box1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED SIMPSON LSTA-20 GAGE (GALV.) 2-16d common }'x0130),6*an(3}•x0.162) Blind end face nail DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR RIDGE STRAP-ALL ROOF RAFTERS 25 2•planks(plank&beam-floor&roof) 3-16d box(3}•x 0.135');or At each bearing,face nail BETTER. 2A6d common(3}'x 0.162") 3-16d common(3}'x 0.162") 2 x 6 COLLAR TIE @ EACH RAFTER 4-10 x0.131 x0,ls;or or 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" IN LIEU OF STRAP. H-3(min.)HURRICANE CLIP 26 Band or rim joist io joist EM hell 4-3'x 0.131'main;or 4-3.14ga staples,jece Sum MIN. THICKNESS OR AS NOTED. 204 comnwn(4'x0.192');or "ail°a'°player as faliewwa�3z'°.°. ICE SHIELD UNDERLAYMENT REQ. @ALL RAFTER/PLATE I at top and bottom staggered ULTIMATE DESIGN WIND CONNECTIONS TYPICAL 10dbox(3"x0.128);or 24•o.c.face raj at top an-1bottomMINIMUM NAIL MINIMUMWOOD MINIMUM NOMINAL MINIMUM WALL PANEL NAIL SPACING SPEED V(MPH) 1" PLY&CEDAR BREATHER 27 Bulls-upgirtlenand beams,2inch lumber layers 3A'i0131'nails staggeretlonopp0sitasldes STRUCTURAL IANELTH,C'= STUD SPACING 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, 2-204 common(4'x 0.192');or SIZE PENETRATION PANELSPAN (INCHES) (INCHES) EDGES FIELD WIND EXPOSURE CATEGORY 3-0Od box(3'x 0.162);or Facemall at ams at each splice (INCHES) RATING (INCHES) (INCHES O.C) B D D EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF tae REQUIRED for CDR. SHGL. RFS. 4-3'z0131'nals 6D Common 1.5 24,0 it 16 6 12 ,40 115 110 PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND 4-164 box(3}'x 0.135');or (2 0x0.113) 28 Ledge sMpsuppomngjoists orrefters 4.10mtlbcoom(mo%(03}'B''o62');or Ateaachpistorreftegface net 80 Common 1s 6 12 r0 140 135 NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. ALTERNATE POSITION OF 4-3"xbox(r 0 131" 0. (2sCommon 175 24/16 +� HURRICANE CLIP USE 2g Bndgingtoloisl i-tCd(3"x0128', Each and,ioeneil z4 s 1z 140 1,5 ++0 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED SIMPSON H3 WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A 5/4"x 4" LATH TYP. MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. REQ.for CEDAR SHINGLE ROOFS I 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS SIMPSON H2 HURRICANE AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED (GALV.)CLIP NAILED.FROM PROVIDE 8d COMMON @ 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR RAFTER TO STUD.- NAILS @ 4"O.C.AT CIRCULATION IN ROOFS. TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL 5-8d NAILS EACH END SHEATHING. 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, MST37(GALV.)METAL STRAP stairs etc. ) OR AS NOTED ON DRAWINGS. 7/16"(min.)APA RATED PLYWOOD TO @ JACK STUD TYP. w/(4)8d NAILS @ 48" 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL EXTEND TO TOP OF TOP EACH END-TYPICAL FOR ^ PARTITIONS OR AS NOTED ON DRAWINGS. PLATE.TYPICAL DOOR&WINDOW OPENINGS WIDER THAN 42" 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED 5/8"GALV.THREADED ROD NOTCH HEADER TO ACCEPT PLATEWS,WASH.&NUTS TYP. WITH RATED GALVANIZED METAL CONNECTORS BY w/(2)3/8"x 3"x 5"STL.PLTS. "TECO" OR APPROVED EQUAL. TOP&BOTTOM @ 48"O.C.TYP. W/(2)NUTS&FENDER WASHERS I.... EACH END-TYP. FLOOR JOIST UJ 9. NAILING SCHEDULE AS PER THE WOOD FRAME CONSTRUCTION MANUAL 1995 SBC HIGH WIND EDITION. ALL 2X6 STUDS PROVIDE 8d NAILS @ 4" O.C. AT PERIMETER INTERIOR SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. DOUBLE TOP PLATE 1/2"(min.)PLYWOOD SHEATHING PORTIONS OF PANELS IN HIGH PRESSURE ZONES. ALL EXTERIOR NAILS SHALL BE GALVANIZED. OVERLAP BOX ENDS HEADER J 2 x 6 @16"O.C. BBEE AM-TOP+BOTTOM TO BE EQUAL 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" TYPICAL STUD MAKE ALLOWANCE FOR SHRINKAGE NOTE O = 4 FT. I N ALL CASES O.C. EXTERIOR EDGES AND 6 d @ 12" o.c. W/CONVENTIONAL(2X)JOISTS TYP. GABLE ROOFS INTERMEDIATE. 10 Ir W 1O'< 0 <-45e 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING r z ui 5/8"GALV.THREADED ROD AND WATERPROOFING SHALL BE BY ARCHITECT. col 3/8"x 3"x 5"SiL.PLTS. TOP OF SHOE @ 48"O.C.TYP. TOP OF FOUNDATION W 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE w/NUT&FENDER WASHERS Q AND STUD WITH GALVANIZED HURRICANE TYPE GALV.DOUBLE NUT&WASHERr I� CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR SILL SEALER USE LOCK TIGHT or/WD.GLUE Q v 11MBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL PERIMETER JOIST TO GIRDER COMPONENT AND CLADDING PRESSURE CONNECTIONS. NAIL SHEATHING TO SILL PLATE FLOOR JOIST 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA al 8d NAILS @ 4"O.C. p r; ZONES PACIFIC GPI SERIES WOOD-1-BEAMS AND LVL W PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 2-#5 REBAR 2-#5 REBAR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED ; ;t 2 x 6/8 SILL PLATE ACO TREATED. (n AS PER MANUFACTURERS RECOMMENDATIONS. WEB �;� Ln STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND t :r='SEE FOUNDATION DWG. 5/8"x 16"A.B.@ 48"OC.(max.) Z `V •'°:�; BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" is r w/FENDER WASHER. LVL RIM JOIST SHALL BE REQUIRED AT FLOOR FOR DESIGN. �;;A:r 12"max.FROM ALL CORNERS. PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. SECTION- ELEVATION C) GALVANIZED MACHINE BOLTS @ 12" O.C.. r J II U � U . WOO <_11411I II I N C 1-0PROVIDE MIN. 6" FROST PROOF TILE UNDER COPING L1J ter... N u- .� N :3 X M Co U) 0 M m 04 ® • b - U Q >- c'7 CL Z DECK MATERIAL: CONCRETE -- M WITHIN 5' OF POOL. SLOPE Lj c o #3 ®12"o.c. DECK 1/4"/FT MIN. Q > E~ 0 e Q co N —T LLI = o ' o o L wQ W � N c: M C Lu m Alin aln MIN. 6" THICK GUNITE ON MIN 6" COMPACT GRAVEL #3 ®6"o.c. i i tr .f 6 min. - - uj > zcNh -7p UJ � TYPICAL BEAM�WALL SECTION GUNITE CONSTRUCTION SPECS FOR COMPACTED FILL SUPPORTING POOL& ABOVE W p D o STEEL REBAR: NATURAL GRADE: O o0 POOL FLOOR 3/8" DIA. 12" X 12" ON CENTERLINE MAX SPACING ,� REMOVE ALL FILL FROM POOL AREA ui POOL WALLS 3/8 DIA. 12 X 6 CENTERLINE MAX SPACING � p F- POOL INTERIOR WITH LIGHT COLOR MARBLE DUST REMOVE ALL ORGANIC MATERIAL (ROOT MAT & LIMB & STUMPS) w U U) MINIMUM 6" COVE RADIUS BETWEEN FLOOR AND WALLS AND LOAM FROM NATURAL GRADE FURNISH & INSTALL HYDROSTATIC RELIEF VALVES EXCAVATE DOWN TO VIRGIN SAND. POOL GUNITE SHELL SHALL REST ON UNDISTURBED NATIVE SAND OR CRUSHED STONE COMPACTED WITH VIBRATOR IN 6" LIFTS TO 90% PROCTOR. CRUSHED STONE SHALL BE 0.25" TO 0.75" IN SIZE AND FREE OF ORGANIC MATERIAL. i I {y .� ✓°tl J 1. AN OUTDOOR SWIMMING POOL SHALL BE PROVIDED WITH A BARRIER WHICH SHALL COMPLY WITH THE —� FOLLOWING (AG105.2 RESIDENTIAL CODE OF NEW YORK STATE): A. THE TOP OF THE BARRIER SHALL BE AT LEAST 48"ABOVE GRADE MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL. THE MAXIMUM VERTICAL CLEARANCE J BETWEEN GRADE AND THE BOTTOM OF THE BARRIER SHALL BE 2" MEASURED ON THE SIDE OF z O THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL. WHERE THE TOP OF THE POOL IS ABOVE GRADE, SUCH AS AN ABOVEGROUND POOL,THE BARRIER MAY BE AT GROUND LEVEL, SUCH AS THE POOL STRUCTURE, OR MOUNTED ON TOP OF THE POOL STRUCTURE. WHERE THE 18'X36' P00L o^ BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE,THE MAXIMUM VERTICAL CLEARANCE 0- BETWEEN THE TOP OF THE POOL STRUCTURE AND THE BOTTOM OF THE BARRIER SHALL BE 4". B. OPENINGS IN THE BAIRR!ER SHALL NOT ALLOW PASSAGE OF A 4" DIAMETER SPHERE. C. SOLID BARRIERS WHICH DO NOT HAVE OPENINGS, SUCH AS A MASONRY OR STONE WALL, SHALL NOT CONTAIN INDENTATIONS OR PROTRUSIONS EXCEPT FOR NORMAL CONSTRUCTION TOLERANCES AND TOOLED MASONRY JOINTS. D. WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN 'THE TOP OF THE HORIZONTAL MEMBERS IS LESS THAN 45",THE HORIZONTAL MEMBERS SHALL BE (LOCATED ON THE SWIMMING POOL SIDE OF THE FENCE. SPACING BETWEEN 0 THE VERTICAL MEMBIERS SHALL NOT EXCEED 1.75" IN WIDTH. WHERE THERE ARE DECORATIVE (n of-N CUTOUTS WITHIN VERTICAL MEMBERS, SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 1.75" — Z IN WIDTH. E. WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN'THE TOPS OF THE HORIZONTAL MEMBERS IS 45"OR MORE, SPACING BETWEEN THE HORIZONTAL MEMBERS SHALL NOT EXCEED 4". WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS, SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 1.75" C7 IN WIDTH. F. MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHALL BE A 2.25"SQUARE UNLESS THE FENCE IS PROVIDED WITH SLAT'S FASTENED AT THE TOP OR AT THE BOTTOM WHICH REDUCE THE OPENINGS TO NOT MORE THAN 1.75". J _11 G. WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS, SUCH AS A LATTICE FENCE, THE - - MAXIMUM OPENING FORMED BY THE DIAGONAL MEMBERS SHALL NOT BE MORE THAN 1.75". U \ 2. WHERE A WALL OF A DWELLING SERVES AS PART OF THE BARRIER ONE OF THE FOLLOWING CONDITIONS U) SHALL BE MET(AG105.2 RESIDENTIAL CODE OF NEW YORK STATE): A. THE POOL SHALL BE EQUIPPED WITH A POWERED SAFETY COVER IN COMPLIANCE WITH ASTM F1346; OR B. ALL DOORS WITH DIRECT ACCESS TO THE POOL THROUGH THAT WALL SHALL BE EQUIPPED WITH I AN ALARM WHICH PRODUCES AN AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN, IF PRESENT,ARE OPENED. 3. PROVIDE POOL ALARM SYSTEM. SEE SPECIFICATIONS SECTION 13152 SWIMMING POOL AND SPA FOR W INFORMATION. cn W V _ ti