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HomeMy WebLinkAbout45550-Z �oS�FFOG. Town of Southold 5/4/2021 y P.O.Box 1179 0 o ` 53095 Main Rd y ol+ r Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42009 Date: 5/4/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1370 Jackson St.,New Suffolk SCTM#: 473889 Sec/Block/Lot: 117.40-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/30/2020 pursuant to which Building Permit No. 45550 dated 12/7/2020 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including covered porch and"as built"alterations to an existing singleily dwelling as applied for per ZBA#7424,dated 10/15/2020. The certificate is issued to Bellando,John&Ellen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45550 3/18/2021 PLUMBERS CERTIFICATION DATED 4/21/2021 C tc gu mbing qTeating Inc ut a Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT y' TOWN CLERK'S OFFICE • SOUTHOLD� NY yhol � �pp4 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#: 45550 Date: 12/7/2020 Permission is hereby granted to: Bellando, John 25 Wellesley Rd Rockville Centre, NY 11570 To: construct additions and alterations and to legalize as-built alterations to existing single-family dwelling as applied for per ZBA approval. Additional certification may be required. At premises located at: 1370 Jackson St., New Suffolk SCTM #473889 Sec/Block/Lot# 117.-10-10 Pursuant to application dated 11/4/2020 and approved by the Building Inspector. To expire on 6/8/2022. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $328.80 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $334.40 CO -ADDITION TO DWELLING $50.00 41 Total: $713.20 I in Spector 3 T\.( Eli �,g , Dutldtn De ari,ment A location 2ozo BUrp D7 �;; � , AUTHORIZATION (Where the Applicant is not the Owner) I, •� LSO -residing at_ V5 (Print property owner's name) (Mailing Address) gd2c 1=yx—A,0- do hereby authorize . IAVf*,TN (Agent) to apply on my'behalf to the Southold Building Department. 30 .NDV1�1`-lam (Ot, Signature) (Date) �dtJye,4,1/tsNC)C (Print Owner's Name) 9 Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 � roger.richertl'aD-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To* Bellando Address: 1370 Jackson St City: New Suffolk St: New York Zip: 11956 Budding Permit# 45550 Section- 117 Block 10 Lot 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA- REP Electric License No: 46288-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 9 Ceding Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 1 Smoke Detectors 1 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 14 CO Detectors 1 Sub Panel A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps Transformer AppliancesN Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock 11 Exit Fixtures TVSS Other Equipment: 1-combination smoke / co detector, 2-bath fans, gas range, range hood, 3-ARC fault circuit breakers Notes* Inspector Signature: Date: March 18 2021 81-Cert Electrical Compliance Form As i 1 �v Town 13a11 Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 c - P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD ,C.ERTIFICA_TIO-N i a Date;_ Building Permit No. X65 0 i Owner: (Please print) (Pleele print) -77- I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) ----- - Sworn to before me this �l day of � 20� .yA�y�� � 0�'nJ\\ �/ \ • ._ i`k'� lt�vv�I•-^.0 t�``i f ''V- � 1 Notary Public,�A -9r 'Countyz ly'y r, APA 21 2021 ; CONNIE D.BUNCH sr y,T Notary Public,State of New York No.01BU6185050 Qualified in Suffolk County Commission Expires April 14,2��! I 3 J o��OF SOUTyOI * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - - - FOUNDATION 1ST [ ] ROUGH PLBG. [ ]: FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL - [ ] FIREPLA & CHIMNEY _ [ ] FIRE SAFETY INSPECTION [ ] FIRE ISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] CTRICAL (ROUGH)- [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] PRE C/O REMARKS: 0 6 s _ C4 IN pqo/ 1I` IF Witt kt �� ► �� S DATE INSPECTOR ho��UE SOUT,yO� # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 - . 1-NSPECTIO_N [%4/FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] .INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ,] FIRE"SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) -[ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: _ DATE D/ S2° INSPECTOR ��,�� o�aoF souryo # # TOWN OF SOUTHOLD-BUILDING DEPT. `ycourm e�' 765-1802 INSPEC N [ ] FOUNDATION 1ST [ ROUGH PLBG. [ �] AOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPJNlG___ [ ] FINAL ` [ j FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ RE C/O REMARKS: DATE ' !-, INSPECTOR SOUjyolo l scout 1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLDG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �f 3 INSPECTOR y 7��s�o �OF SOUryOlo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] OUGH PL13G. [ ] FOUNDATION-2ND [VI INSULATION/CAl UUUQ [ ] FRAMING /STRAPPING [ ] FINAL - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ��- DATE INSPECTOR �o,%OF SO//lyO6 # TOWN OF SOUTHOLD BUILDING DEPT.- , °��rou►m 765-1802 : INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING- [ ]_ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR FLC&t>t�` _ # TOWN OF SOUTHOLD BUILDING DEPT. `ycourrr+��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] ,FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:- 0144+44 gfow� &-x- 40tA— I vows DATE I INSPECTOR 1 i T. MUMMER 21 April 2021 A R C H I T E C T U R E p Michael J.Verity,PE.,Chief Building inspector TWENTY ONE Southold Building Department Town Hall Annex Building 54375 Route 25A CENTER STREET P.O.Box 1179 Southold,NY. 11971 NORTHPORT RE:1370 Iackson Sheet Porch Conversion to DininP&am NEW YORK And L,er-Level Internal agft=, ns. 11766 Dear Mr.Verity: This letter shall certify that to the best of my knowledge,information and belief, 631 754 6621 the conversion of the first-floor porch to a'dining room,and the internal additions of_bathrooms on the lower level,meet the minimum requirements,of the Uniform Building Code of New York State in force at the time of construction. thalarch®me com Sincerely, APR 2 3 2021 Jeff Thalheimer,R.A. AR - '9j• Na 020 y� - q WSJ v THALHEIMER ' ARCHITECTURE 21 April=1 :.: APR 2 3 2021 Michael J.Verity;PE.,ChiefRaii"ding Inspector.J TWENTY ONE Southold Building Depaitment r Town Hall Annex Building 54375 Route-25A CENTER STREET P.O.Box 1179 Southold,NY. 11971 NORTHPORT RE:1370 Jackson Street Pouiy a n Revision NEWYORK Dear Mr.Verity: 11768 Two rows of 6"concrete block was used for the new crawlspace foundation wall in lieu of what was indicated on the approved plans. 63i 754 8621 This.letter shill certify that to the best of my knowledge,information and belief, this is-in conforlance and hieets'the'"minimum requirements of the 2020 maiarcn®me.com Residential Code of New York State Sincerely, Jeff Thalheimer,ILA. E A is r FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) ------------------------------------ �� FOUNDATION(2ND) z Low v oCAI ROUGH FRAMING& � y PLUMBING O INSULATION PER N.Y. STATE ENERGY CODE r • � � f� vim, FINALsmuc KM46YJAN pa ADDITIONAL COMMENTS I-) 6 - zo ' �H y H 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 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. � Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved ,20� Mail to: Disapproved a/c (A7 1��{Vy..V.6� Phone: Expiration 20 Bu ing sector ,,. ' JAN 3 0 2020 APPLICATION FOR BUILDING PE T ,! Date gs J)A%1un?d , 20,240 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 other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the 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. (Signature of applic nt or name,if a corporation) 2S tau�u-EsL�'� p'o 11:57 0 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (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: 15,70 STfLeZT 6.I+Ew S1.11�� House Number Street Hamlet County Tax Map No. 1000 Section 1 l"1 Block to Lot LID Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SIur4Le MILLI 2 Esq Y3�Euc, b. Intended use and occupancy slW4L*_ t9'Annt�Aj 3. Nature of work(check which applicable):New Building Addition I/ Alteration !/ Repair Removal Demolition Other Work (Description) 4. Estimated Cost 55,DOO Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units I Number of dwelling units on each floor I If garage, number of cars u/p 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. u/ A 7. Dimensions-of existing structures, if any: Front t 5a . Rear + 48.40' Depth t dF'R' Height X0 Number of Stories I Dimensions of same structure with alterations or additions: Front 53.3` Rear t 48. 10' Depth -1 44.4r' Height t x0' Number, of Stories 1 8. Dimensions of entire new construction: Front -i 53,.V Rear t'48-40' Depth t 44.4 Height T lo' Number of Stories i 9. Size of lot: Front loco' Rear I00 Depth ± 462.7,0 10. Date of Purchase ►4oq 7:009 Name of Former Owner IMAUu1ti!V 11. Zone or use district in which premises are situated K--4-0 12. Does proposed construction violate any zoning law, ordinance or regulation?YES f/NO 13. Will lot be re-graded?YES NO /-Will excess fill be removed from premises? YES ✓NO 14.Names of Owner of premises'3v1AU ?jfL apt•.pb Address Phone No. Name of Architect L12.56TN TO'CI LtiAfAT&M 2- Address �uo��w g u� Phone No (o.31• ISA-$6,2 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V'NO * 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" NO * 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 NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF 1%I FrcL,<) 3 01-\Q 6VLL11>,.tCo being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (g)He is the Ou_IA' j Il(gut,1 mir (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 th' 2S day of 31 uun 20.20 JEFF THALHEIMER Notary Public,State of New Y tk No 01TH4976813 Nq&Public Qualified to Suffolk(ounry Signature of A licant C omm►sa�on Fxpirda Jet►it®ty 021 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE:February 11, 2020 TO: Lizabeth Thalheimer(Bellando) 21 Center Street Northport,NY 11768 Please take notice that your application dated January 30, 2020: For permit to: construct additions and alterations to existing single-family dwelling, legalize"as built"accessory deck and(2) "as built"accessory sheds at: Location of property: 1370 Jackson Street,New Suffolk,NY County Tax Map No. 1000—Section 117 Block 10 Lot 10 Is returned herewith and disapproved on the following grounds: The proposed and"as built"construction, on this conforming 46,220 sq. ft. lot in the Residential R-40 District,is not permitted pursuant to Bulk Schedule which requires maximum lot coverage of 20%. The site plan notes lot coverage at 22.4%. In addition, the"as built" 10'x22.3' accessory shed is not permitted pursuant to Article III, Section 280-15, which requires accessory structures on lots 40,000-59,999 sq. ft. in size to have a rear and/or side setback of 15 feet. The site plan shows the side yard setback at 2.3 feet. (Note: The existing 15.1'x5.1'shed existed prior to 1988 in which 3'side yard setbacks were permitted.) Authorized Signa e 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:February 11, 2020 AMENDED March 11, 2020 TO: Lizabeth Thalheimer(Bellando) 21 Center Street Northport,NY 11768 Please take notice that your application dated,January 30, 2020: For permit to: construct additions and alterations to existing single-family dwelling and legalize(2) "as built" accessory sheds at: Location•of property: 1370 Jackson Street,New Suffolk,NY County Tax Map No. 1000—Section 117 Block 10 Lot 10 Is returned herewith and disapproved'on'the following grounds: 1 The proposed and"as built"construction, on this conforming 46,220 sq. ft. lot in the Residential R-40 District,is not permitted pursuant to Bulk Schedule which requires maximum lot coverage of 20%. The site plan notes lot coverage at 22%. In addition the"as built" 10'x22.3' accessory shed is not permitted pursuant to Article III, Section 280-15 which requires accessory structures on lots 40,000-59,999 sq. ft. in size to have a rear and/or side setback of 15 feet. The site plan shows the side yard setback at 2.3 feet. (Note: The existing 15.1'x5.1'shed existed prior to 1988 in which 3'side yard setbacks were ermitted. This Notice of Disapproval has been amended to reflect the revised site plan March 10, 2020. Authorized ' na 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 O� S (/l Southold Town Hall Leslie Kanes Weisman,Chairperson ��� y�! 53095 Main Road•P.O.Box 1179 O Southold,NY 11971-0959 Patricia Acampora � � Office Location: Eric Dantes G Q Town Annex/First Floor, Robert Lehnert,Jr. 54375• �O 54375 Main Road(at Youngs Avenue) Nicholas PlanamentoOI•YCOU Southold,NY 11971 http://southoldtownny.gov RECEIVED ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 OCT 2 1 2020 ) S® holcl Torn Clerk FINDINGS,DELIBERATIONS AND DETERMINATIO MEETING OF OCTOBER 15,2020 ZBA FILE#7424 NAME OF APPLICANT: John Bellando PROPERTY LOCATION: 1370 Jackson Street,New Suffolk,NY SCTM# 1000-117-10-10 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 referred,as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department',of Planning issued its reply dated August 13, 2020 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated August 6, 2020. Based' upon the information provided on the LWRP Consistency Assessment Form submitted, as well as the, records available, it 'is recommended that the proposed action to construct additions and alteration to a single-family dwelling resulting in exceeding the minimum allowed lot coverage of 20% is INCONSISTENT with LWRP policy. This,action is not supported by the purpose of zoning regulations, does not enhance community character, and therefore Policy 1 of LWRP standards is not met. The action to legalize a shed having less than the required minimum setbacks is EXEMPT from Coastal Consistency Review. The increase of the lot coverage from 22% to 22.4 percent is minimal, less than 2% increase, and can therefore be considered CONSISTENT with LWRP policy because the minor additions totaling 157 sq.ft.will not have any significant impact. PROPERTY FACTS/DESCRIPTION: The subject property is a conforming 47,203 square foot waterfront parcel located in an R-40 Zoning District. The parcel has 100.00 feet of bulkhead frontage along Great Peconic Bay,, measures 100.00 feet fronting Jackson Street along the northerly property line measures 458.88 feet along the easterly property line, and measures 465.52 feet along the westerly property line. The parcel is improved with a one-story frame residence with a second story wood deck, a two-story frame,garage, a tennis Court, an in-ground gunite pool with patio, two existing sheds, a bulkhead, and three existing wood jetties. All is shown on a survey prepared by Jack Allison Hall,LS, dated October 2,2009. Page 2, October 15,2020 #7424, Bellando SCTM No. 117-10-10 BASIS OF APPLICATION: Request for Variances from Article III, Section 280-15; Article IV, Section 280-18; and the Building Inspector's February 11, 2020, Amended March 11, 2020 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling and to legalize an "as built" accessory shed; at 1) shed located less than the code required minimum side yard setback of 15 feet; 2) more than the code permitted maximum lot coverage of 20%; located at: 1370 Jackson Street, (Adj. to Great Peconic Bay)New Suffolk,NY. SCTM No. 1000-117-10-10. RELIEF REQUESTED: The applicant requests a variance to make additions to a single-family dwelling that will result in lot coverage of 22.4% where town code permits no more than 20% lot coverage, and to legalize an existing shed with a side yard setback of 2.3 feet where a minimum side yard setback of 15 feet is required. The existing lot coverage, according to the design professional's site data, (page 2 of 4) of the architectural plan submitted to this board, states that the existing improvements on the property constitute 22% lot coverage which already exceeds the allowed of 20%. Maximum, largely due to an as built tennis court which was constructed by a previous owner. ADDITIONAL INFORMATION: The existing 15.1 x 5.1 square foot shed existed prior to 1988. Prior to 1988 sheds were permitted to have a minimum side yard setback of 3 feet. Testimony from the applicant was taken by the Board regarding the use of the second floor of the as built accessory garage which the applicant stated is conditioned finished space and is currently used as an "overflow" bedroom for visiting family and guests,where the Board noted only storage is permitted by code. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 1,2020 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§267-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 is a residential neighborhood which consists of waterfront homes. The non-conforming lot coverage is caused by the tennis court. The tennis court is similar to an at grade patio which is not counted as part of lot coverage. The tennis court is not a raised structure and it does not have any electric, plumbing, or mechanical equipment as part of its operation. The proposed additions and alteration are to create a modest entry porch and expand the existing kitchen on the landward side of the dwelling. The house is set back far from the street and theses proposed additions will not be seen from the street. The non-conforming shed is being used to house the pool equipment, which is in a code conforming location, and protects the neighbor from having to look at and hear the pool equipment. The minor additions totaling 157 sq.ft.will not have any significant impact. 2. Town Law $267-b(3)(b)(2). The benefit sought by the applicant or cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant already exceeds the code permitted maximum lot coverage; therefore, any additions will require the benefit of an area variance. The applicant could make additions and conforming to the maximum lot coverage requirements by removing the tennis court. The applicant could move the shed, however, then the pool equipment would be exposed and the neighbor would be burdened by the sight and noise from the pool equipment. 3. Town Law X267-b(3)(b)(3). The variances granted herein for the non-conforming lot coverage is mathematically substantial, representing 12% relief from the code. However, the proposed increase from the existing 22 % lot coverage, largely created by the existing tennis court, to 22.4% is de minimus in nature at only Page 3,October 15,2020 #7424,Bellando SCTM No. 117-10-10 0.4%. The variance granted herein for the accessory shed is substantial representing 85 % relief from the code. However, the shed is used to contain the pool equipment and mitigate the sound and sight of the pool equipment and is very heavily screened from view by the adjacent neighbor by existing mature landscape screening. 4. Town Law X267-W)(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 applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-bQ(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 new front entranceway and expanded kitchen and pool shed 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 Lehnert, and duly carried,to GRANT the variances as applied for, and shown on the Architectural plans prepared by Elizabeth Thalheimer, Architect(Sheets 1 of 4,2 of 4,3 of 4 and 4 of 4) dated January 30,2020 SUBJECT TO THE FOLLOWING CONDITIONS: 1) The applicant shall perform one of the following options within 90 days of receipt of this decision and prior to the issuance of a building permit: a. Remove the existing bedroom above the accessory garage and convert it to a conforming use (unconditioned storage space)per the requirements of the Southold Town Building Department; b. Apply to the Zoning Board of Appeals to request a Special Exception for an accessory apartment to be located on the second floor of the accessory garage in order to legalize the"as-built"bedroom. 2) In the event that the swimming pool is removed or rebuilt and pool pipes are re-built,then the pool shed shall be moved to a Town Code conforming location. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan andlor 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 variance(s)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. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. Page 4,October 15,2020 #7424,BelIando SCTM No. 117-10-10 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)Aca'mpora,Dantes,Lehnert, and Planamento(5-0). Les ie Kanes Weisman, Chairperson Approved for filing /d /17 /2020 Regular Meeting October 1, 2020 deliberate at our next possible meeting. So hearing no further questions or comments I'm going to make a motion to close this hearing resery ision to a later date. Is there a second? ~ MEMBER PLANAMENTO : Second. CHAIRPERSON WEISMAN :Seconded by Member Plana nto. Kim would you call the roll please. BOARD SECRETARY : Member Acampora how do you vote? MEMBER ACAMPORA : Aye. OARD SECRETARY : Member Acampora votes aye. Member Dante how do you vote? ME ER DANTES : Aye. BOARD SE ETARY : Member Dantes votes aye. Member Lehnert how do y u vote? MEMBER LEHN T : Aye. BOARD SECRETARY : ember Lehnert votes aye. Member Planamento how do you vo e? MEMBER PLANAMENTO • Aye. BOARD SECRETARTY : Mem b r Planamento votes aye. Chairperson Weisman how do you vote? CHAIRPERSON WEISMAN : Aye. BOARD SECRETARY : Chairperson Wei an votes aye. CHAIRPERSON WEISMAN : Motion carries animously. "HEARING#7424—JOHN BELLANDO CHAIRPERSON WEISMAN : This is an application forJohn Bellando#7424 a request for variances from Article III Section 280-15, Artic IV Section 280-18 and the Building Inspector's February 11, 2020 amended March 11, 2020 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling and to legalize an "as built" accessory shed at 1) shed located less than the code required minimum side yard setback of 15 feet, 2) more than the code permitted maximum lot coverage of 20% located at 1370 Jackson St. (adj. to Great Peconic Bay) in New Suffolk. Let me just enter into the record that this is an addition and an alteration to a single family dwelling and to legalize two (2) "as built"sheds. This is a 22% lot coverage where the code permits a maximum of 20% and a 10 foot by 22 foot shed that has a side yard setback of 2.3 feet, it's actually for pool equipment it's a pool shed the 10 t Regular Meeting October 1,2020 code requires 15 feet for a rear and a side yard setback.The LWRP indicates that the lot coverage is inconsistent but that the shed (inaudible) that's pretty much the story. It's a proposed kitchen addition. We have it circled in blue, we have the shed for the pool and then right on the front of the house we have a small addition proposed. Lizbeth what else would you like the Board to know about this? LIZBETH THALHEIMER : If you could bring in my client John Bellando is here as well. BOARD SECRETARY : Okay let me see if I can find him sure. LIZBETH THALHEIMER : Yes it's existing the house right now is existing non-conforming and as you stated earlier 20% is the allowable coverage. It exists as 21.7 and we're requesting the .3% to add to the kitchen and a small entry and powder room. My clients recently retired, they plan to live there full time. BOARD SECRETARY : I'm not seeing John Bellando. If he can raise his hand maybe it's under a different name. Okay it's under Ellen so LIZBETEH THALHEIMER : Oh I'm sorry that's his wife. So really the increase we're requesting is .3%.The two sheds that we're requesting to legalize were both on the property before my clients purchased the house. You can see the sheds on a survey that goes back to 1988. 1 submitted the two surveys and the other one is from 2019 or 2009 right before they purchased the house. I spoke with a neighbor across the street and Marino what I sent in the contacts she did have a few questions and you know after playing phone tag of course five,six times I explained what we were proposing to do and where the addition was going and she has no objection to the project. CHAIRPERSON WEISMAN : Okay, so the shed that contains the pool equipment just so you're aware I'm sure you probably have realized we do site inspection of every property before a public hearing so that shed is very,very heavily screened by a tall hedge row from the adjacent property. It is practically sitting on the lot line but you can't really see it and it's certainly being used strictly for pool equipment and swimming pool equipment. The lot coverage is a small addition but it basically a consequence of a very large percentage of the lot being covered by a tennis court and I just want to confirm that that is correct. LIZBETH THALHEIMER :That is correct. CHAIRPERSON WEISMAN : Let's see if the Board has any other questions. There was one issue actually did you say that one of the owners was here, is that Ellen? LIZBETH THALHEIMER : Yes,they're muted right now. 11 1 I Regular Meeting October 1,2020 CHAIRPERSON WEISMAN : Well we did notice when we did the site inspection that there is a Certificate of Occupancy for a second story addition to an accessory garage and that that was for storage playroom. It was not meant for habitable space. However we're aware of the fact that both the first floor of the garage and the second floor of the garage is conditioned space, it's heated and cooled and it is being used for something otherthan storage.When somebody comes before the Board what we want to do is make sure that everything even though this is not cited in the Notice of Disapproval we want to make sure that everything is legal on the property. So we're looking at the two story framed garage. Does someone want to address this perhaps the owner could do that. JOHN BELLANDO :This is John Bellando can you hear me? CHAIRPERSON WEISMAN : Yes hi thank you Mr. Bellando for attending. JOHN BELLANDO : How is everybody today? You had mentioned Ms. Weisman the first floor of the garage I'm not clear of how you define that but that's a standard garage where we pull our car in and trash I'm not sure how that was described just now. CHAIRPERSON WEISMAN : Well I was just saying that it-would appear that it's conditioned space, there's heat in there and there's heat upstairs on the second floor. JOHN BELLANDO :The former owner had put heat upstairs and in fact we do have a bed upstairs that is occasionally used in the event we might have more extra guests that need to stay overnight but it's very seldom used and downstairs I'm not sure how conditioned is defined but it is purely used as a garage for automobile storage and bicycles and things of that nature. CHAIRPERSON WEISMAN : Is the upstairs is there any plumbing is there any bathroom? JOHN BELLANDO : Yes there was plumbing installed by the prior owner. CHAIRPERSON WEISMAN : Does that include a shower? JOHN BELLANDO : Yes it does. CHAIRPERSON WEISMAN : Okay. Well that would not be in compliance with the Certificate of Occupancy for that building which limits it to storage and playroom. I don't know what a playroom means but it's probably not a bedroom with a bathroom. So the previous owner probably pushed the envelope a little bit here in terms of what their use of that second floor addition on your garage is about so that really needs to be legalized one way or the either,either by discontinuing the use.You're allowed to have a half bath in an accessory structure that's legal. You are not allowed to have a shower in there and you are not allowed to have somebody sleeping in there unless it's an accessory apartment in an accessory structure which you could 12 Regular Meeting October 1,2020 apply for,for a family member if that's what you're going to limit it to and then you could have a little kitchenette,you could have a full bathroom and you could have a bed of sorts with a closet but that's a Special Exception Permit application. So I think the choices are either to apply for that that's a separate application or discontinue the use on that second floor for anything other than storage. JOHN BELLANDO : We're happy to discontinue the use. I don't want to slow down this process and I'm not sure it would but if that's what it takes you know I'm perfectly content to discontinue the use and then explore the application at a later date. CHAIRPERSON WEISMAN : Okay well that would mean to be fully compliant it would also mean removing the shower and it would also mean removing any heat in there and if you chose to think about it and decided you didn't want to do that then you'd have to come back with an application. Either way it would not slow down the deliberation on what's before this Board.Take care of that but again when we look at an application we're obligated to look at everything on the property. JOHN BELLANDO : Totally understood. In terms of removing a shower versus removing the inherent plumbing, is that part of it or must I go through a physical you know removal of tile and things of that nature? CHAIRPERSON WEISMAN : Well the Building Department could inform you as to what would be involved with removing the shower. You don't have to remove a half bath that's allowed in an accessory structure and I think what we can do as a Board is condition approval for your shed and your lot coverage based upon one or the other within a certain time frame. So I'll give you some time on how you want to proceed but after that amount of time you'll either have to remove you know become fully compliant by removing the heat and just using it for storage and you can use the half bathroom and removing the shower and the Building Department can tell you what that removal would consist of. It may mean cementing just the pipe. JOHN BELLANDO : I see and tell me if I opt to apply for I don't know how you described it but Dept, LIZBETH THALHEIMER : Special Permit. JOHN BELLANDO : as an apartment will that slow down this process at all or CHAIRPERSON WEISMAN : Not for this application but you would have to apply come into the office you know go online and get that permit it's on our website, you can print out the application form, it tells you what you need to submit you know just like you did for this one basically. JOHN BELLANDO : Could you just describe that permit application how 13 Regular Meeting October 1,2020 LIZBETH THALHEIMER : I wrote it all down John. BOARD SECRETARY : Call the office and we will help you. CHAIRPERSON WEISMAN : The staff is available to help. It's limited to occupation by either a family member or someone who you could rent to on the affordable housing registry one who qualifies for being on the affordable housing. JOHN BELLANDO : We have no interest in renting, it really is only for family use. CHAIRPERSON WEISMAN :Alright so then you could apply for family use, you can charge a dollar a year rent it doesn't matter but it has to be limited it has to be a rental agreement actually.The law was improved in order to allow families who had say children who got married and couldn•t afford to find a place out here to live,to live where they grew up basically or for aging parents to move into an apartment and give the house to their kids or to rent out something to provide some affordable housing in the town. So it's a good law but we're not wanting to see second dwellings you know on properties. I'll leave it up to you, you can talk to Lizbeth or whomever and this will not affect your current application. JOHN BELLANDO : Understood thank you. CHAIRPERSON WEISMAN : You're welcome, anything else from anybody,' anything from the Board? MEMBER PLANAMENTO : I would just like to share for the record, I think the discussion about the tennis court may be causing some of the lot'coverage issues. While I think it's a benign increase beyond-the 20%allowable I think because of the lack of dimensionality of a tennis court it's a different application that other people may be seeking a variance for greater lot coverage. CHAIRPERSON WEISMAN There's a difference between a structure that's you know multidimensional that has volume and mass and a tennis court. The most egregious thing about a tennis court is a) it's not pervious unless it's grass or clay and b) it's the required fence you know otherwise you wouldn't even see it. LIZBETH THALHEIMER : It would be so under if it wasn't for the tennis court. CHAIRPERSON WEISMAN : Sure but you have a huge property so we're aware of that. Okay anything else from anybody?Alright hearing no further questions or comments BOARD SECRETARY : Let me see if there's anybody else, raise your hand if you would like to speak, any attendees? 14 Regular Meeting October 1,2020 CHAIRPERSON WEISMAN : No one else, alright making a motion to close the hearing reserve decision to a later date is there a second? MEMBER LEHNERT: Second. CHAIRPERSON WEISMAN : Seconded by Member Lehnert. Kim call the roll please. BOARD SECRETARY : Member Acampora how do you vote? MEMBER ACAMPORA : Aye. BOARD SECRETARY : Member Acampora votes aye. Member Dantes how do you vote? MEMBER DANTES : Aye. BOARD SECRETARY : Member Dantes votes aye. Member Lehnert how do you vote? MEMBER LEHNERT : Aye. BOARD SECRETARY : Member Lehnert votes aye. Member Planamento how do you vote? MEMBER PLANAMENTO :Aye. BOARD SECRETARTY : Member Planamento votes aye. Chairperson Weisman how do you vote? CHAIRPERSON WEISMAN :Aye. BOARD SECRETARY : Chairperson Weisman votes aye. CHAIRPERSON WEISMAN : Motion carries unanimously. We'll have a decision foryou at our next meeting in two weeks. MEMBER PLANAMENTO : Leslie a quick question, is there a time frame you had suggested a time frame as far as the applicant letting us know what they want to do or how do we address that? CHAIRPERSON WEISMAN : Well I would suggest maybe six months. Things are moving a little more slowly you know that gives them time to get an application together if they so choose and also gives the Building Department time to get out there to inspect the interior and to give them some guidance on precisely what needs to be done to be in full compliance with the Certificate of Occupancy. Mr. Bellando do you agree six months is enough time for you? JOHN BELLANDO : Yes I think that's fair thank you. CHAIRPERSON WIESMAN : Okay the hearing is closed thank you very much. 15 Scott A. Russell S�FFr� � STO)KN[WA�C')E)E� SUPERVISOR MANAGEMENT T SOUTHOLDTOWN HALL-P.O.Box 1179 �] 53095 Main Road-SOUTHOLD,NEWYORK 11971 Town own of SoutI'],,of C H"TE_ R 236 _- STORMWATER MANAGEMENT,WORK SIHEET ( TO BE COMPLETED BY THE APPLICAN' ),r t-- t a_ ' DOES - Fills PROJE-Cr INVOLVE ANY ®��� I.v AMNbO 2020 jj (CHECK ALL THAT APPLY) -- — . Yes No . ®{ A. Clearing, grubbing, grading or stripping of land wh4e �' i e a..� QLD than 5,000 square feet of ground surface. EI M B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. R ®0 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal f erosion hazard area. c E. Site preparation within the one-hundred-year floodplain as depicted i on-FIRM Map of any watercourse. QF. 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 D ileo Diitric t NAME. Section Block Lot FOR BUILDING DEPAR'PirIEN'F USE ONLY • `} Conract Inrormatiori. otl J�� .l,Nylgns Nu...A - Reviewed By: _ Date: Property Address / Location of Construction Work: - - Approved for processing Building Permit. Stormwater Management Control Plan Not Required. �Vef— ���� ❑ Stormwater Management Control Plan i�Required (Forward to Engineering Department for Review,) FORM SMCP - TOS INIAY 201,1 f of So Town Hall Annex 4, Telephone(631)765-1802 54375 Main Road ,,aaxx - Q2 P.O.Box 1179 roger.richert[ sown soutnold ny us -Southold;NY 119710959!' �b JAI 1 2 2021 - BURDTNC DEPARTMENT TOWN OF SOLMOLD nrAPPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: -4- Date: ' Company Name: ZAfe�c' LLC_ Name: License No.: m Address: 'PO Phone No.: L21 1 _--7 -7 JOBSITE INFORMATION: (*Indicates required information) *Name: - ei I O 'Address: _ *Cress Street: *Phone No.: (n 3 � -76 603Y Permit No.: Uf5'5-5-0 Tax-Map District: 1000 Section;--- :7 — Block: 1, Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) S Ary 2-P/u {Please Circle All That Apply) *Is job ready for inspection: YES !� Rough In Final *Do-you need a Temp Certificate: YES/ NO Ternp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION .82z-Request for Inspection Form THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A AULATION OF SECTION LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT VTENDED TO GUIDE 7209 OF THE NEW YORK STATE EDUCATION LAW THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS,PLANTING AREAS. -DDITION TO COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURYEYGR'S INKED SEAL BUILDINGS OR ANY OTHER CONSTRUCTION. - OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAL,*TRUE COPY 1 J Q465.52 N 06` 08' 20" E i ^ HEOZE 2'tY' ..EDGE 3'tW }` HEDGE ON LINE Y• HEDGE 2'*W F H� W u, .STM W M W000 'p W 22.3 O p `- `' p CFWIN LINK FE— � JL f 2—SI f GD — a > DO FRAME SHED ,+ O y FRAME (POOLHOUSE) wooD DECK—\ o GARAGE L O I-j SHED S i Z w 2M STY. 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BELLANDO & ELLEN BELLANDO (6;31) 66 , 6363 FIRST AMERICAN TITLE INSURANCE COMpA!-t' 0,' NEP:' YORKX10 SCALE: 25' B NO: 48025 THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIGLATION OF SECTION ONES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT '.TENDED TO GUIDE 7209 OF THE NEW YORK STATE EDUCATION LAW. THE ERECTION OF FENCES. RETAINING WALLS. POOLS, PATIOS. PLANTING AREAS. =ODITION TO COPIES OF'THIS SURVEY WAP NOT BEARING THE LAND SURYEYGR'S INKED SEAL BUILDINGS OR ANY,OTHER CONSTRUCTION. OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 1 � I `�,, c� 465.52 M 06° 08' 20" E HEDGE ON UNE •&EDGE 3*:kW !� '- HED:.E 2'tv: HEOGE 2•tW ►-+ C/I • �� - 1 W W CDO �OOp :EnY P W O co 'I' CHAIN LINK FE— -- -- 51•f 22 C. t ��• ^ � .3 o FRAME y o SHED w000 DECK— FRAME r p �• 03 FRAME (POOLHOusE) O GARAGE �• z M In '. SHED 5., 1 ' = o > 2nd STY. 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AAV ROAD i SOUTHOLD, N.Y. 11971 THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION UNES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT 'YTENOED TO GUIDE 7209 OF THE NEW YORK STATE EDUCATION LAW. THE ERECTION OF FENCES. RETAINING WALLS, POOLS, PATIOS. PLANTING AREA, =ODITION TO COPIES OF'THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL BUILDINGS OR ANY.OTHER CONSTRUCTION. OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD 1RUE COPY. J. .. 465.52 N 06° 08 20 E f HEDGE ON UNE HED:E 2'� � Y: HEDGE 2' W �•V� SEDGE 3'fw c `9 8c)oo ,;Em i a.. o W �\ .__ CHAIN LINK FE— _ rj 1't cot1i C..{ �` 22.3 p t'. r _ V N 2 ?:' Oo >•� ND FRAME SHED Q� WOOD DECK— A FRAME o FRAM ( OHOUSE)�- yo GARAGE Z SHED 5.1 (�. . /-'` \ 1 O,> 1^� 2nd STY. 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VEY-01Z i VEYED: OCTOBER 2, . 200 ' ` C:)C— x,, , ?V.Y.S. LI , � h' 979 E NO.: 3001—,260170 0 995 S L Y. ~ DESIG.: 1000 — 117 -- 10 — 10 $AD YL:O 1 1 4 TO: JOHN W, BELLANRO & ELLEN BELLANDO (5^1 ) 66 * �� �' 6363 FIRST AMERICAN TITLE INSURANCE COMPAC•Y Or'' .1VEY' YORIf SCALE: 25' D N0: 48025 - ! r v THALHEIMER TWENIYONCEN,EIMET V I NOFMPO�IT ff / �V ' NEWYORK �` 117M FrINAL MAP REVIEWED BY ZBA SEE DECISION# :•. /r =-� , DATEDJO/J5 ate X �— �\ f EAUG peals FM yr - - 0 T LAND3 x UD) L � w = 1370 JACKSON STREET, NEW SUFFOLK, TATE OR , 11956 � H Project Directory: Index of Drawings: Vicinity Map: Sheet No. ! 1370 JACKSON THALHEIMER ARCHITECTURE 1 of 4 Cover Sheet A`MNIM Architecture 2 of 4 Site Plan / Zoning Data / Climate Data 21 Center Street 3 of 4 First Floor Plan a U Northport, New York 11768 4 of 4 North+East Building Elevations ti 631.754.8621 Tel. � ; Is thalarch@me.com �tSREDAgOy JACK ALLISON HALL Surveyor 1 N CK 995 Sunrise Highway p ca Babylon,New York,11704 rT„sunl., E1 o,u m�' 'F(0VFrrw'�O� 631.669.1073 c $ a TOWN OF SOUTHOLD 9M P rm rsnD ! g ,ye MusAPr SCALFAS NOTED REV. Ctd[>r;nt Cu.r Town Hall Annex I ` 54375 Route 25ti DRAWN BY:J E.T.REV. oxc Southold,New York,11971 R DATE:3O JAN 20 REV, DO Bbd i 631.765.1892 PROJECT NO_ Q� QD au w M Y h `r YC DRAWING /—' Txlsc wANs Aa[M txmtuwOrt Br stRvlc!MD M[ ft v ' I Tx[viDpENtt ar ix[ AR-1-11Ix[RINDM[MTs NEW SIrFFOLK I 1 wuBe rnDTeorttD J coxm clDR sxPt!vmRr Au coxomm MD ---—- - -�----- - NLASDRMNnS lx THl ritlD MD BC—NEIN!IDR NT AND DDANTITY DE WDRx ND A "CN T B[NM[IN BNWr O Tx[CDNTMCTUR TDR ANY lRRDR DR NlCL[Ci Ox NIS PMT. C 2020 Tba h—Archrtcrnue r , S i t e P l a n SCALE 1" =30' o- THALHEIMER Fr cy A R C11 IT E C T U P E (] C7 PIANTYOAE I •` ,. j CFNIBI STPEEf I '- NOFPIPOFT 485 52 NRVYOPK N OG* 08' 20' E - —c or uN[ rose Q Ncoe[z ex —E x.x I Do -w�y„ xw;s y E31 751 1921 rb L'1 �� x WpOO m N 2[] ° 0 a ., 2 °7" m rn Sl Y �. E, RECEIVED y a oe cRA E SHED x000 o[cs— : FRAME p (� rj 5 SHED p1 °GARAGE M 1..[ AUG 17 2020 o w i o oR�els vATo nvn°rN emniv.accts o p i 1 w $'• Z Bxmu[ T E N N 1 5 C 0 u R T n m '�,' 2omnN BooIJ C'Appeals ° co N ! O< i A o x0�[� -ul PIN a g h e/ pp is o np 6° c = h z FINA MAP x a �° I m REV[=WED BY ZBA z N = I R E ' SCBE ELISION# d o c o i v i j ,x a 7o na�c - ; �... "° z93 o D TE)jD Lia N 117 ;> ,NOpe Nmce Yfx I vC S 06' 08' 20" s v'ora'w'w 458.88 !y T-+o. 0 C2DSTING P[ATFOMf AND 0 • STEPS TO BE REMOVED 29 SF 0 O�'f PROPOSED ONE STOAY ` y [� ADDITION IIO PROROOF .D FRONTPORCHADDITIONI f 1 f-[ 765E CLIMATIC 4 GEOGFRAf-HIL DESIGN CRITI=RIA z O ALL ECK SHALL COMPLY UTH THE fS4Ni'7EHi6 OF IRE 20&IGC CODES AS ADOPTED D EST TOW STATE AAS AY29DED BY THE 2011 NYS B4'PLD'1DILS. W [waFo ma DEEW ease NerLT ToOanxE rFe]7 mmR cS.a R R4co Io4 , 1[f-IJ,`I I= D[]Yfi DFDYt1 ULf74AT1ENf NAUfA] R.mG H111N. 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OOIAH Ne No To IFAVY tpa'i YE9 l0 6[b Rtpeg Zoning Information Summary: PROJECT DESCRIPTION: O-ne Story Addition / Front Porch PROJECT ADDRESS: 1370 Jackson Avenue � New Suffolk,NY, 11956 z rij PARCEL TAX ID#: Section:117 Block: 10 Lot:10 xU RESIDENTIAL ZONE: Residence'R-40' I t` STANDARD ALLOWED EXISTING PROPOSED COMPLIANCE r 1 LOT AREA 40,000.1 46.220.f 46.220 Sf COMPLIES S,LEE[ED ARCH/T 2 LO7WIDTH 150' 100 0' 100 0 EXISTING NONCONFORMING 4O,eOt�THFct. 3 LOT DEPTH 175 +-4620' +-462 0' COMPLIES 1` 4 FRONT YARD SETBACK 50' +-232.0' -2320' COMPLIES A{ � 5 SIDE YARD SETBACK(EAST) 16 15 AT 1547 COMPLIES �FOF NE44 6 SIDE YARD SETBACK(WEST) 15 +31.26 x-31 28' COMPLIES 7 REARYARDSETEACK 35 +-1660' '166 IT COMPLIES B LOT COVERAGE20% 22 0% 22 4% VARIANCE REQUIRED SCALE--S NOTED REV. 9,244 SF 10,192 s1 10,349 sr House 1.604s 1,604 sf DRAWN BY.-J F.T REV, G—ga 639.1 639 dDATE.30 JAN 20 REy, Wood Deck+Steps(West) 99 sf 99 s1 Wood Dck+Sleps(SouM) 375 at 375 sf Wood D:.k+Steps(East) 29 sf 29 sf Lowe[Dock+Steps 158 sf 158 sf Pool Mf 840 sf Pool House 223 at 223 E PROJECT NO. Il ID 6 (�a Shed 77 st 77sf Tennis Court 6,148 st 6.1489 Add,bon to House 1100 DRAWING 76 st /I Front P. Adddlon 6 {) i z or 1t r\ Remove Wood Deck+Steps(East) (29 sQ Total 10,192 sf 10,349 s1 Pl/JIf AR[ INTITe[1[9VIC[ AR[ ME PTO1 M[ —IRCT- RN—MTf 9 BUILDING HEIGHT vnue[eNot[[vT[o Mean height I E-tave grade 35' +-20 0' +-20 0 COMPLIES cenTRALToR snA wurc I[t eneomons ANo T_ MUfYRp1[nIf IX TN[nna Ane e[l—KIIIl[ 11 10 NUMBER OF STORIES 2 12 Sloths 1 Story 1 Story COMPLIES nT Ino 4e-n 1 0 VHORR NO AD MIU sNAtt e[NApF IN e1—o[ME COnTRA—IDR ANY [MOR eR racLECI eM HIS BART. C 2020 TbAhci Amluseme , f THALHEIMER A R C Hl T E C T U R E TV5"ONE fFNTFA$TREE! 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DRAWN BY:J E T.REV. DATE:3O JAN 20 REV. FIRST FLOOR T�LAN PROJECT NO- DRAWING Q ar L RE-1{ m[f[ — —1{011 WMCNIrCR AR[ IXIT 11 D[rERN[[AND AR[ rn[ IN-...—Emvrfu e[E—rnot[nrtm caxrRAsreq sruu v[R1r{Au conam"xs Ano MWfUR Q. Ix m[nm AXO e[—Ml l,/OR rn ANO OVANInT Or WORK XO ALLOW,t mA1L 6[MAO[,X e[IW[Or 1Nf CONiM[fOR rOR AN{ [ggOR Oq IQOI[Ci DN NIf R.wi, C 2020 TBalh m Aich— i THALHEITYIER 't A F C N I T E C T U F E MeM ONE CFNTEO STREET NORTFFOF- NEW YOR% .1753 —_ 631 75[811 RKRAD AUG 17 2020 �--FIRST FLOOR CEILIN5. Zcnmr EL l?peals — EL.iT(i 2B --- _----- _—_--_—_— I r I FINAL MAP I; -- -- •=� REVIEWED BYZBA � °0 `' -___� — SEE DECISION# L 'ky DATED4 I j TL rn �- EL L�imm-0'1 DATW7---.----_i - ( _—_—_—_—_— — _--_—_—_ _—_—_—_—___—_—___---_--_—_—_—_— 8 --ti B[ r3 0 �- -—-—-——-—-—-—-—-—- _—_—_--_—___—__—_—_______--.—___—_—_—_—_—_—_--_ _—.—_--_EL (.21.0') W J rn Y� 0 NOt2TN I^LE�/F4TION 7 � W o RRBT 0.008 CEI PG _—_---_-- _ _—_—_—_--_---_—_—_—_--- FIRST FL -O.7 J----------- —— U II I 'I�T�rll illi i7t � REO ARC. II II 11'I II II III III�� I 9tti FRST FLOOR II N II I II Irn TMA[ i%.!.'Ii[i�'vl'Iu"+'ai4 H p EI:±(dZ0'-0.1 bAPI'I--_— —_ _—_--.—.—_ —_---_—_— _,u�u _ a I I - 'm J SCALEAS NOTED REV. EEL O1tRJFiEL SLae _—_—_—_ DRAWN DY_J E.T.REV_ DATE-30 JAN 20 REV, E,4ST ELE VF4T I ON PROJECT NO. Il QD QD DRAWING Tn[s[vtFNS FFL FN IXmuwurt OL samcLFXBFFc `-- TNC PpBFWi[BC TNC AR[NIT[Ci.IM/NINB[M[Ntf wu eF Paos[rmm CBNIRILiBF fXFIL VQNR.LLL[BNBITIBNf FNB FIT NDQUANT T OF ItRO.NB BC pL[PoN U T FBF ' CIT AND FBNRRY BC Of U NB TI—TOR SMELL BF MFB[IN OLMN[Of TNC CBNTMCiBF fBF AIIT [MBF BP N[6l[R BX NIf PNIT- C 2020 Tbalh na AmhUeB 19-26 01 NOVEMBER 2020 BELLANDO RESIDENCE 1370 JACKSON STREET NEW SUFFOLK , NY 11956 EtSD AR N� t 02'i6��� OFNO SPECIFICATK)NS ©2020 THALHEIMER ARCHITECTURE TABLE OF CONTENTS INSTRUCTIONS TO BIDDERS SUPPLEMENTAL CONDITIONS SECTION 1 —EXCAVATING AND GRADING SECTION 2—CONCRETE SECTION 3—MASONRY SECTION 4—OMIT SECTION 5—CARPENTRY AND MILLWORK SECTION b—OMIT SECTION 7—OMIT SECTION 8—ROOFING&WATERPROOFING SECTION 9—PAINTING AND STAINING SECTION 10—ELECTRICAL SECTION 11—PLUMBING SECTION 12—OMIT SECTION 13—MISCELLANEOUS INSTRUCTIONS TO BIDDERS 19-26 Bellando Residence In Accordance with Plans Prepared by 1370 Jackson Street Thalheimer Architecture New Suffolk,NY 11956 21 Center Street Northport,NY 11768 631-754-8621 thalarch@me.com, The Owner reserves the right to reject any or all bids or parts thereof. The following items are to be supplied and installed by Owner: 1. Landscaping and relocation of shrubs. 2. Alarm,telephone,intercom,stereo,computer and cable wiring. 3. Termite proofing 4. Walk-in Closet Shelving. 5. Kitchen Cabinets,Countertops and Backsplash. The following items are to be supplied and delivered to the site by Owner and installed by General Contractor: 1. Lighting Fixtures Type"A". 2. Bathroom Accessories: Towel Bars,Toilet Paper Holders,etc. 3. Powder room decorative mirror 4. Master Bath vanity,countertop,recessed medicine cabinets 5. Kitchen Appliances. PROPOSAL: I hereby submit my proposal for the work shown to be performed as per Plans and Specifications prepared by Thalheimer Architecture,dated 01 November 2020;having visited the site and examined all conditions affecting the work,the undersigned proposes to furnish all labor and materials and equipment necessary and required for the work for the sum of: $ Signed: Date: Company (print) Phone: Email Unit prices for additional electrical outlets. . .. .. ... ..Add$ outlet in new work Add$ outlet in completed work Unit prices for installing additional.lighting fixtures.. .Add$ Fixture in new work(labor only) Add$ Fixture in completed work(labor only) If awarded this contract,work would commence on or about and be completed By signing and submitting this"INSTRUCTIONS TO BIDDERS"document,the Bidder represents that they hold a valid Suffolk County Home Improvement License as a General Contractor,and they are able to provide all insurance certificates required by the governing municipality for purposes of obtaining a Building Permit for the project under the direct name and/or corporation of the Bidder. L SPECIFICATIONS 1. SUPPLEMENTAL CONDITIONS: A.,All work specified herein and shown on the Drawings shall include materials,labor and installation. 1) All work shall be executed in a workmanlike manner and all mechanics shall be skilled in their trade. B.General Contractor warrants that it is expert in the type of construction work and method of construction required hereunder. 1) By submitting a Contract Price,General Contractor is deemed to have represented that its firm, supervisory staff and workmen are expert and experienced in the type,method and performance of work required,including the work necessary to produce the best possible aesthetic appearance for this project,consistent with the Contract Documents,and to have offered such expertise and experience as an inducement to the Owner to enter into an Agreement with General Contractor. C.General Contractor hereby specifically acknowledges that the Contract Documents are full and complete, are sufficient to have enabled it to determine the cost of the work and that the Drawings,the Specifications and all addenda(if any)are sufficient to enable the Contractor to construct the work outlined therein in accordance with all laws,and otherwise to fulfill all of its obligations under the Contract Documents. 1) In addition,if General Contractor performs any construction activity and if it knows or should have known that any of the Contract Documents contains a recognized error,inconsistency or omission, General Contractor shall be responsible for such performance and shall bear the cost for correction thereof. D.Discrepancies: 1) In the event of conflict between the Contract Documents and the actual field conditions,it shall be the obligation of the Contractor to notify the Architect so as to alleviate such conflict without burden to the Owner. 2) Wherever there are discrepancies between the Drawings or the Drawings and Specifications,General Contractor shall contract for,provide and install the better quality or greater quantity of material or work called for unless otherwise ordered in writing. 3) Written dimensions shall govern over scaled dimensions. E. Any reference to standard specifications of a society,institute,association or governmental authority is a reference to the standard specifications of such organization that are in effect at the date of the Contractor's bid. If such standard specifications are revised prior to completion of any part of the Work to which such revision would pertain,Contractor may,if acceptable to Owner,perform such work in accordance with the revised standard specifications. 1) The standard specification referred to above,except as modified in the Specifications,shall have full force and effect as though printed in the Specifications. The manufacturers and trades involved are assumed to be familiar with such standard specifications. F_The Architect shall not be responsible for the performance of the work of General Contractor and any other Subcontractors,nor shall he guarantee the performance of their contracts. G.Interpretation of Construction Documents: If any Contractor or Subcontractor objects to the character of the Drawings,Specifications or Details,he shall file such objection with the Architect in writing prior to bid. Failure to do so will be construed as acceptance. No allowances shall be made on behalf of the Contractor for any error or neglect on his part. GENERAL AND SUPPLEMENTAL COMMON&I SPECIFICATIONS IL Manufacturers'Directions: The use of all manufactured articles and materials and the cleaning of same shall be according to Manufacturers'directions. 1) In case of any differences or conflicts between the requirements of the manufachm's instructions or specifications and the requirements of the technical sections of the Specification,the instructions or Specifications having the more detailed and precise requirements specifically applicable to the Work,as determined by Owner shall govern. I.Site Protection: 1)General Contractor shall be held responsible for the proper protection,preservation and repair of the existing structure,finishes and utilities(including all gas,oil water,electric and telephone services and lines)as well as natural features,trees and bushes surrounding the site,and shall maintain the premises in a neat and orderly fashion and free of all construction debris. 2)The General Contractor shall confine operations at the site to areas permitted by law,ordinances,permits and the Contract Documents and shall not unreasonably encumber the site with materials or equipment. 3)Protective coverings are to be removed alter completion of building site operations. 4)General Contractor shall represent and warrant that the work will do no damage to the structure of that portion of the house not being altered. L The Contractor hereby assumes entire responsibility and liability for any and all damage or injury of any kind or nature to property,including adjoining property,caused by or resulting from the execution of the Work or occurring in connection therewith,and agrees to indemnify and save harmless the Owner and the Architect from and against any and all claims,liability,loss and expense,including legal fees,by reason of any liability imposed upon the Owner for damages because of injury to or destruction of properly,caused or occasioned directly or indirectly by the negligence of the Contractor,its agents or employees,in the performance of Work as outlined in Construction Documents and Specifications herein,or resulting from the use by the Contractor,its agents or employees,of any materials,tools,hoists,ladders,implements, appliances,scaffolding ways,works,machinery or other property of the Owner,whether or not the Owner is negligent in such event. Contractor shall be solely responsible for the safety of its Work and of all equipment and materials to be used therein until final completion and acceptance of the same and shall promptly at its own expense repair any damage to the same,however caused 1) In the event of any such liability,loss,expense,damage or injury,or if any claim or demand for dam- ages is made against the Owner,Owner may withhold from any payment due or hereafter to become due to Contractor an amount sufficient in its judgment to protect and indemnify Owner for any and all such claims,liability,expense,loss,damage,or injury,or in its discretion may require Contractor to furnish a surety bond satisfactory to Owner,guaranteeing such protection,which bond shall be furnished by Contractor within five(5)days after written demand has been made. K.Inspection of Site: ' 1) All bidders must inspect the site to familiarize themselves with existing conditions before submitting proposals. 2) No allowances shall be made subsequently in this connection in behalf of the Contractor for any error or negligence on his part. L.Bidding. The Owner reserves the right to reject any and all bids. M.Measurements: 1) Before ordering any material or doing any work,the Contractor shall verify all measurements at the building and site and shall be responsible for the correctness of same. 2)No extra charge or compensations will be allowed on account of differences between actual dimensions and the measurements indicated on the drawings;and any differences which may be found shall be submitted to the Architect for consideration before proceeding with the work. GENERAL AND SUPPLEMENTAL CONDMONS-2 SPECIFICATIONS N.Materials and Workmanship: 1) The General Contractor warrants to the Owner and the Architect that materials and equipment furnished under the Contract will be of good quality and new unless otherwise required or permitted by the Contract Documents,that the Work will be free from defects not inherent in the quality required or permitted,and that the Work will conform to the requirements of the Contract Documents. 2) Work not conforming to these requirements,including substitutions not properly approved and authorized, may be considered defective. 1f required by the Architect,the General Contractor shall furnish satis- factory evidence as to the kind and quality of materials and equipment. O.Responsibility: 1),Each Contractor shall be responsible for all material furnished by him and for the execution of his work in accordance with the true intent of the drawings and contract. He shall provide without extra charge all incidental items required as part of his work even though not particularly indicated or specified 2) Organization of the Specifications into divisions,sections and articles,and arrangement of Drawings shall not control the General Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade. 3) Neither the Owner nor Architect shall have an obligation to pay or to see to the payment of money to a Subcontractor or material supplier except as may otherwise be required by law. P. Deviations: The Owner reserves the right at any time during the progress of the work to deviate from Plans or Specifications. This will not invalidate the Contract. An allowance or deduction will be made. Q. The General Contractor shall perform no portion of the Work for which the Contract Documents require submittal and review of Shop Drawings,Product Data,Layouts,Samples or similar submittals until the respective submittal has been approved by the Architect. R.Extras: Bills for extras will be allowed only when work is ordered in advance in writing. S.Guarantee: 1) All work let under this specifications and contract shall be guaranteed against defects in materials and workmanship for a period of one(1)year from the date of acceptance by the Owner. 2)Granting of a Certificate of Occupancy or the Owner's use of the premises shall not constitute acceptance of the work. 3)General Contractor shall transfer to the Owner all manufacturer's and supplier's guarantees and warrantees: T.The General Contractor shall comply with all federal,state and local laws,codes,standards,statutes, ordinances,rules and regulations that apply to the work,labor and services supplied pursuant to the work. This clause shall survive the termination or completion of the Agreement. 1) The General Contractor shall comply with and give notices required by laws,ordinances,rules, regulations and lawful orders of public authorities applicable to performance of the Work. 2) If the General Contractor performs Work knowing it to be contrary to laws,statutes,ordinances,building codes,and rules and regulations without such notice to the Architect and Owner,the Contractor shall assume appropriate responsibility for such Work and shall bear the costs attributable to correction. U.Temporary Enclosures: All temporary enclosures shall be provided whenever needed either for protection from weather or to protect the building against entry,theft or construction damage. V.General Contractor to include in his price utility connections and venting to all'kitchen appliances(range exhaust hood(s),sinks,oven[including venting],refrigerator,washing machine,dryer etc.). 1)General Contractor to prepare shell for cabinetry. 2)All vent piping shall be rigid galvanized duct,vented to exterior. W.General Contractor to coordinate and work with cabinet worker in installation of all cabinets. GENERAL AND SUPPLEMENTAL CONDMONS-3 SPECIFICATIONS X.Alternates: 1) Substitutions will be allowed only with the approval of the Architect. Requests for permission to sub- stitute a product,material or process for that specified in the Contract Documents shall be accompanied by evidence that the proposed substitution: a)is equal in quality and serviceability to the specified item b)will not entail changes in detail and construction of the Work c)will be acceptable to the Architect in achieving design and artistic intent d)will not result in any increased cost to Owner. Y.General Contractor to coordinate with Owner intercom/telephone/computer installation for exact locations of equipment and wiring. 1)Walls are not to be closed until telephone/intercom/computer installation is complete. Z.General Contractor to coordinate with Owner's audio/visual contractor exact locations of all equipment, speakers,wiring,antenna wiring and any conduit that may be necessary for future installation. 1)Walls and finished floor are not to be closed until audio/visual installation is complete. AA. Remove all debris from the site. 1) General Contractor shall be responsible for the removal of all waste and debris from site. 2) General Contractor shall be responsible for the removal of all waste and debris in compliance with all local,state and federal laws and regulations and shall indemnify and hold the Owner and the Architect harmless from any losses or claims in connection therewith. This clause shall survive the termination or completion of the Agreement.' 3) General Contractor shall at all times keep the Project free from accumulation of waste materials,rubbish and construction debris and,at the completion of the work,shall remove all its tools,scaffolding and surplus materials and shall leave its work broom clean or its equivalent: General Contractor shall daily, or less frequently as Owner may require,collect and shall remove the rubbish. BB.General Contractor and Subcontractors shall,upon completion of the work,promptly remove from the property any and all tools,scaffolding,equipment and surplus material and shall leave the work and premises"broom clean". 1)In the event the same shall not be removed by General Contractor and Subcontractors after five(5) days written notice,the Owner shall be entitled to remove and discard the same without further notice and without liability to General Contractor and Subcontractors,and General Contractor and Subcontractors shall be liable to the Owner for the costs so incurred by the Owner. CC. Neither General Contractor nor his Subcontractors shall place any signs,billboards or posters on any portion of the site,building,property or fences(temporary or permanent)except upon prior written permission received from the Owner and the Architect;and then only of a size,material,color and type, and at a location approved by the Architect. Sign shall be in conformance with all rules,regulations and ordinances of local jurisdiction. DD.General Contractor shall pay for and maintain portable sanitation unit on site for use by all subcontractors and workers. Unit shall remain in place until substantial completion of project. EE. All available and secured rebates from PSEG or any other agency or company shall be credited to Owner. FF. After execution of the Contract,if the Contractor is delayed for any reason whatsoever in the performance of its contractual obligations through no fault of the Contractor,as a condition precedent to the issuance of an extension of time pursuant to this Section G/SC of the Specifications,within ten(10)days of the occurrence or event causing the delay,Contractor shall notify the Owner and Architect of the delay indicating the cause of the delay and the amount of time the Contractor was delayed. Failure to provide notice as provided herein shall be deemed to be a waiver of an extension of time that,may otherwise be due under the Contract. GENERAL AND SUPPLEMENTAL CONDITIONS-4 r SPECIFICATIONS GG. Notwithstanding anything to the contrary contained herein,the Contractor hereby waives any damages stemming from delays to the project regardless of fault,and the Contractor hereby agrees to accept an extension of time to complete as full compensation for any damages resulting from delays to the project 2. PERMITS: A. The Building Permit from the governing municipality shall be paid for by the Owner. 1.General Contractor shall prepare,supply and file all documents necessary for release of required permits from the governing municipality. This shall include,but is not limited to the following: a) Exterminator Letter b) Asbestos Report c) Lead Report d) Utility Disconnects e) Demolition Permit f) Building Permit g) Insurance Forms h) Licenses B. General Contractor shall prepare and file application for all other required utility and other permits related to completion of construction. This shall include,but is not limited to the following: a) Natural Gas b) Propane Gas c) Fire Sprinkler d) Electric Service C. General Contractor shall obtain the forms and documents required in order to obtain all permits for the project,and Contractor shall provide same to the Owner for signatures and execution within 7 days of Contract Signing. Owner shall complete and execute the requisite forms provided by the Contractor and shall return them to the Contractor within 7 days of receipt from the Contractor. Contractor shall file the documents within 7 days of receipt of forms from the Owner. 3. SURVEYS: All surveys required for completion of project shall be by owner. GENERAL AND SUPPLEMENTAL CONDI1IONS-5 l SPECIFICATIONS 4. DEMOLITION AND REMOVAL: Work Included: A.The removal of existing windows,walls partitions,roofs,brick veneer,etc.as shown on the Plans and all other work as necessary to affect the work as shown including all utility disconnection letters and Health Dept.approvals. B.General Contractor shall coordinate with Owner regarding items to be salvaged and stored by Owner C.Remove all debris from the site. 1)General Contractor shall be responsible for the removal of all waste and debris from site. 2)General Contractor shall be responsible for the removal of all waste and debris in compliance with all local,state and federal laws and regulations and shall indemnify and hold the Owner and the Architect harmless from any losses or claims in connection therewith.This clause shall survive the termination or completion of the Agreement. D.Provide temporary bracing as required. E.General Contractor shall be responsible for removal and carting away from site of all trees at area of proposed construction,as required. Coordinate with Owner prior to removal. 5. OMISSIONS: A.The Drawings and Specifications are intended to coordinate. Anything found on the Drawings and not mentioned in the Specifications or vice versa,or anything not expressly set forth in either,but which is reasonably implied,shall be furnished as though specifically shown and mentioned in both,without extra charge. 6. PROJECT COMPLETION: A. Project Completion procedures shall include: 1. Substantial Completion and General Contractor's Punch List. 2. Owner's Punch List 3. Finalcleaning. 4. Project Completion File Box. B. General Contractor is required to coordinate his efforts with regard to project completion with Owner GENERAL AND SUPPLEMENTAL CONDITIONS-6 SPECIFICATIONS SECTION-1—EXCAVATING AND�GRADING 1. GENERAL:, A.Contractor shall do all excavating as required on the Drawings. B.Earth banks shall be braced against caving in the work area. C.The bottoms of all footing excavations shall be exactly level on solid undisturbed earth. D.Excavations are to be kept free of standing water. E.Contractor is to carefully examine the site to determine character and amount of clearing,excavation and grading as indicated on Drawings. F. Contractor shall notify all required authorities and utilities ten(10)day prior to excavation for verification and location of all underground utilities(800962.000) G.Contractor shall provide all professional certifications required by governing municipality for building excavation,sanitary system and drywell installations. 2. CLEARING SITE AND REPAIR A.All obstructions to the progress of the work are to be removed. B.Pavings,walks,curbs,etc.damaged during construction,shall be repaired. C.Existing trees which are to remain shall be suitably barricaded to protect them from damage during construction. 3. TOP SOIL REMOVAL: A.Remove all top soil at new addition area and for a distance of ten(10)feet beyond the out side walls. Place same in a neat pile on the lot as directed. No top soil shall be removed from the site. 4. GRADING: A.Contractor shall bring the finish grades to the lines shown on the Drawings with stockpiled top soil. B.If additional dirt is needed or excess dirt is to be hauled away,Contractor shall be responsible for some. C.When the walls are built to grade line,Contractor shall backfill against them. 5. TRENCH EXCAVATING: A.Dig all trenches for foundation walls and footings to minimum depth and dimension as shown on Drawings AND to virgin soil with an assumed load bearing capacity of 2 tons/SF. Contractor shall verify in field. B.Sewer trench shall be pitched with a uniform fall and the trench backfi led upon completion of the installation and after proper inspection. 6. BACKFILL: A.All walls,foundations,trenches as necessary. B.No backfilling shall be done before footings and foundation walls have been constructed on undisturbed earth and all foundation walls adequately braced. 7. FILL: A.Fill under berms,drives,slabs,walks,where shown,level to proper subgrade. 8. BASEMENT AND/OR CRAWL SPACE EXCAVATION: A. Excavate the entire area of the basement and/or crawl space as shown on the drawings. B. Same to be made larger than outside wall dimensions in every direction to allow for inspection, waterproofing,etc. EXCAVATINGAND GRADING 1-1 SPECIFICATION SECTION2—CONCRETE 1. WORK INCLUDED: A.Footings B.Walls C.Slabs D.Platforms E.Steps F. Anchor Bolts G. Damp proofing. H.Vapor Barrier J. Exterior Equipment Pads 2. MATERIALS: A. All concrete shall be 3500 PSI(28 day strength). B. Anchor Bolts: SEE SCHEDULE ON PLANS. C. Damp proofing shall be Tuff-N-Dry membrane by Koch.Or approved equal. D. Vapor Barrier shall be Rufco 400 SSB(3.4 mil.Thickness,perm.Rating.045). 3. MISCELLANEOUS: A. All walls shall be plumb and level. B. All footings shall bear on virgin soil. C. Soil bearing capacity shall be 2`tons/S.F. General Contractor shall verify in field D.Pour all concrete into form's. 1) All concrete dropped into forms for a vertical height of more than 36"shall be vibrated. E. All concrete work to conform to latest edition of ACI Building Code and be in accordance with the latest edition of the Manual of Standard Practice for detailing of Reinforced Concrete Structures. F.All reinforcing bars,as specified on Drawings,shall conform to ASTM designation A615,grade 60,and welded wire fabric to conform to ASTM A82 and A185. . G.No horizontal construction joints shall be permitted in walls or footings. H.The bottom of all exterior footings shall be a minimum of 3'-6"below grade. I.No backfilling shall be permitted against any walls unless they are properly braced by floor construction, temporary shoring or balanced fill. J.General Contractor shall'install waterproof membrane"Mel-Rol"by W.R.Meadows Inc.on exterior walls behind all concrete platforms,steps,etc. 1) Membrane shall be adhered as per manufacturer's specifications to plywood sheathing at finished floor line and shall extend down 2'-0"below grade over dampproofmg past perpendicular projections from foundation walls. K Pads for exterior equipment(compressors,generator,etc.)shall be 6"thick concrete slab with 66 x I OlOW WM over 6"gravel base. 1) Size of pad shall be minimum 12"larger than width and depth of equipment unit to be placed thereon. L.Damp proofing: 1) All surfaces to be damp proofed shall be dry,clean and smooth,free of dust,dirt voids and cracks. 2) Apply Tuff-N-Dry waterproofing membrane by Koch to 60mil (wet)thickness only when temperature is 40°F and rising in dry weather.. 3) Membrane shall not be exposed to sunlight for more than 15 days. 4) Apply 2"cant at footing and waterproof over footing. 5) System to be'applied to all foundation walls below grade at basement and crawlspace area SPECIFICATIONS SECTION 3--MASONRY 1. WORK INCLUDED: A.Masonry 1) Back-up Brick and Concrete as required. B. Bluestone 1) Exterior patios and treads. C. Stone Veneer 1) Exterior walls. 2 MATERIALS: A. Blue stone shall be 1"thick with thermal finish—Random rectangular pattern B. Blue stone treads shall be 2"thick with thermal edge finish. Joints to be located in field. C. Material allowance for thin stone veneer finish at planter walls and stair risers shall be$3,000. I). Mortar shall be Glen Gery Color Mortar Blend 1) Color to be selected by Owner 2) Type N. 3) Mortar shall conform to ASTM 270 3. MISCELLANEOUS: A.Anchors and sleeves--Contractor shallset all anchors required for securing construction to masonry and shall build in such sleeves,thimbles and hangers as may be required and supplied by respective trades B.Chases and slots--build in chases and slots required by all trades. C.Flashing--build in all flashing as required. D.Cleaning and Pointing—after completion,mason is to do all necessary cleaning with wire Brushes and muriatic acid,and all pointing,and to leave the work in condition acceptable to the Architect. E.Cutting and patching--all cutting and patching of Masonry Contractor. F.Weather conditions--No masonry work shall be performed in freezing weather conditions except as directed by the Architect. 1) Concrete shall be protected from frost. 2) Anti-freeze compound shall be mixed with the water,only with permission of the Architect. G.Mortar boxes—provide boxes for mixing mortar. 1) No mortar or cement may be mixed in the building. 2) Only potable water shall be used for mixing mortar. MASONRY 3-1 SPECIFICATIONS SECTION 5—CARPENTRY AND MILLWORK 1. WORK INCLUDED: The Contractor shall furnish and install all work under this section as specified herein and shown on the Plans.All work shall be done by mechanics skilled in their trade and workmanship shall be of the best quality, 2. MATERIALS: The Carpenter shall do all cutting and fitting of his woodwork required by the Plumbing,Heating and Electrical Contractors or any other mechanics to install their work. A. General Contractor shall supply and install all required hold-down,overturning and strapping devices as required by the current Building Code of the State of New York AND the governing municipality Building Department Official: SEE PLANS B.Cutting of the floor joists to a depth of 1/6 of the joist depth shall be permitted except in the middle half of the span. No stud shall be out more than one half of its depth to receive piping and duct work. All cuts and notching shall.be approved by engineer, C.All joists to be sized to width and framed on the ends with material of the same size as the joists. D.Trimmers and headers of double joists shall be put around all chimneys,stairways,and fireplace openings,etc. Allow clearance around chimney masonry. Place double joists under all partitions running parallel to same. E.All exterior wall openings and interior load-bearing partition openings to be framed with headers designed to carry the imposed loading conditions at each opening. Double studs shall be used at sides of all load-bearing wall openings. F.All outside and inside corners to be formed with three(3)pieces of 2 x 4 or 2 x 6 spiced together. G.Furnish and install all grounds and/or Hailers of sufficient size for plastering or drywall work for nailing wood base trim etc.and as required by other trades. Provide all furring and blocking as required for architectural features. Plates to be 2 x 6 doubled at top on all load bearing partitions and so installed as to tie into intersection partitions. H.Sizes of framing members for roof construction to be as shown and erected in accordance with the detail drawings. Where roof trusses or engineered laminated beams are specified,the trusses or beams are to be of an approved design and fabrication required for various geographical areas. Roof trusses or beams shown on the Drawings are diagrammatic. Contractor to provide specific structural details for roof construction. General Contractor shall submit shop drawings for Architect's approval. Drawings shall be prepared,sealed and signed by manufacturer's struchn-al engineer J.All structural wood framing shall be Douglas Fir Western Larch#2 and better,S-dry as follows: E=1,600,000 PSI I K.All lumber in contact with concrete shall be A.C.Q.treated Use only hot dipped connectors or approved equal L.All interior trim shall match existing in species and profile. M.All exterior trim shall match existing in profile and be AZEK. N.All framing shall be well-nailed and materials bear grade stamps. O.All wood plywood for walls and roofs shall be as follows: 1) Thickness: 5/8" 2) Plies: 5 3) Species: Douglas Fir I(group 1) 4) Exposure: Exterior C/D CARPENTRY AND AM..LWORK 5-1 SPECIFICATIONS P.All wood plywood for sub-floor shall be as follows: 1) Thickness: 3/4" 2) Plies: 5 3) Species: Douglas Fir I(group 1) 4) Exposure: Exterior CID 5) All plywood sheathing for sub-floors and underlayment layers at floors shall be glued and screwed. R. Caulking—Silicone base. S.All Gypsum Board shall be as follows: 1) Installed as per ASTM C36 << 2) As manufactured by National Gypsum. 3) Supplied and installed as follows: a) Typical (1)5/8"Gold Bond (2)Level 4 finish c) Bathrooms (1) 1/2"Wonder Board at all walls and ceilings to receive stone or tile (2)5/8"Gold Bond XP Gypsum Board with Sporgard(purple)at all remaining areas (a) Level 4 finish 4) Provide control joint by US Gypsum No.093 at the following locations: a) Intersection of sloped ceilings and vertical walls 'b) Tray Ceilings c) Ridgelines in cathedral ceilings T.All floor registers shall be located at centerline of windows.' U.Insulation shall be as follows: 1 See plan for`R'value and location 3) Sills: 6"x 1"fiberglass batt insulation 4) All interior walls enclosing bathrooms and laundry room shall receive full thick sound attenuation batts by ROXUL. W.Do all cuttingand patching for all trades. X.Nailing: 1) All exterior nailing in exposed exterior wood shall be stainless"steel. 2) All nailing in sheathing shall be galvanized Y.All window and doorjambs shall match existing. Z.General Contractor shall supply and install copper termite shield under all wood sills. AA.General Contractor shall provide continuous permeable air barrier at all exterior walls by installing Typar -Housewrap System using Typar Housewrap and Typar Housewrap Tape as per manufacturer's specifications. 1) All seams shall be taped 2) All openings shall be caulked BB.Bridging shall be as follows: 1) Floor and Ceiling—Solid bridging at 8'-0"on center on all spans exceeding 8 feet Size equal to floor and ceiling joists. 2) Roof-- 1 x 3 cross bridging at 8'-0"on center on all spans exceeding 8 feet. CC.All exterior walls and interior bearing walls shall be"catted"at mid-span. All walls over 9'-0"shall be catted at mid-span or at a maximum of 9'-0"on center. GG.Notch all roof rafters as required allowing for free movement of air and venting of roof. HH. Siding shall match existing. JJ.All,shims shall be steel. KK.General Contractor shall set all finished nails in exterior and interior trim. LL. No finish woodwork or flooring is to be,stored in the building until watertight SPECIFICATIONS SECTIONS—ROOFING&WATERPROOFING 1. WORK INCLUDED: A.Flashings,copings,cant strips,base flashings,cap flashings,curbs,valley flashings,gutters,leaders,etc., whether of not shown on Drawings,as required to make the work watertight. B.Gutters and Leaders. C.New roof shingles at pitched roofs. D.Ice and water shield. E.Elastic sheet roofing system(adhered). 2. MATERIALS: A.Flashings: New flashings shall match existing B.All valleys shall be closed and woven C.Gutters and leaders: 1) Seamless pre-finished.032 gauge aluminum by All Island Seamless Gutter. 2) Color to be selected. 3) Size as follows: Gutters—5";Leaders-3"x 4" D.Roof shingles shall match existing E.Ice and water shield shall be as manufactured by W.R.Grace&Co.and applied and installed in strict accordance with manufacturer's instructions. 1) All valleys 2) All perimeter roof surfaces 3) All ridges without ridge vents G.Elastic Sheet Roofing System shall be Carlisle Syntec System,Division of Carlisle Tire and Rubber Co. "Sure-Seal Universal`A'with Sure-Seal FR Membrane."Or approved equal. 1) Roof Membrane: a) Provide homogeneous one layer EPDM(Ethylene Propylene Diene Monomer)in thickness recommended by manufacturer,but no less than the minimum thicknesses listed below;complying with the following physical characteristics: (1)Thickness: 60 mil. (2)Tensile strength: 1300 PSI (3)Elongation: 350% (4)Accelerated aging: (a)Aged tensile strength: 1200 PSI (b)Aged elongation: 210% (5)Tear resistance: 175 lbs.per inch (6)Low temperature brittleness point: -75°Fahrenheit or lower (7)Demonstrated resistance to ultraviolet and ozone exposure. ROOFING &1 SPECIFICATIONS 2) Membrane Flashing: a) Unvulcanized EPDM material recommended by membrane manufacturer for flashing applications; thickness as recommended by membrane manufacturer,however,no less than 60 mils. b) Conform to profiles indicated at all changes in plane,all roof penetrations,all roof edges,and all roof interruptions. 3) Membrane Sealants: a) Provide sealants compatiblewiththe roofing membrane and flashing system and recommended by membrane manufacturer. 4) Bonding Adhesive: a) Provide bonding adhesive compatible with membrane and materials to which membrane is to be adhered and recommended by membrane manufacturer. 5) Mechanical Fasteners: a) Metal screws,nails,battens,and accessory components,as appropriate to substrate and as recommended by manufacturer of membrane material for attachment of insulation to the structural deck. 6) Nailers and Blocking: a) Provide wood lumber of size indicated,or as necessary to meet roofing system manufacturer's requirements. b) Provide wood preservative treatment. DO NOT USE creosote and asphaltic preservative type lumber. 7) Vent Caps: a) Coated cast iron vent cap,with frost proof openings,counter flashing collar and protective hood similar to"Figure 1748"manufactured by Jay R.Smith Manufacturing Co.,Montgomery,Alabama. 3. WORKMANSHIP: A.Inspection: 1) Verify deck is clean and smooth,free of depressions,waves,or projections,properly sloped to drains, valleys or eaves. 2) Verify that roof openings and penetrating elements through roof are solidly set; wood cant strips, wood nailing strips and reglets are in place. Verify deck is supported and secured. 3) Do not apply roofing materials to damp,frozen,dirty or dusty deck or to surfaces unacceptable to manufacturer. 4) Verify that deck surfaces are dry and free of snow or ice. 5) Ensure flatness and verify tight joints of wood deck. 6) Beginning installation means acceptance of substrate. B. All work shall bear a written one(1)year guarantee from the Roofing Contractor from the date of Owner's acceptance. ROOFING 8-2 SPECIFICATIONS SECTION 9—PAINTING AND STAINING 1. WORK INCLUDED: A.The work to be done by the Painting Contractor shall include the furnishing of all materials,labor,and tools and equipment required to complete the painting and decorating of the building as specified. B.The submission of a bid by this contractor confirms an understanding of all conditions pertaining to this work and proper application of materials specified. C. Scope of work shall include all new exterior and interior areas as well as surfaces disturbed due to construction. 2. WORKMANSHIP: A.All materials shall be applied free from runs,sags,wrinkles,streaks,shiners and brush work B.All materials shall be applied uniformly. If any reduction of the coating's viscosity is necessary,it shall be done in accordance with the manufacturer's label directions. C.A minimum interior temperature of 65°F.shall be maintained during the actual application and drying of the paint,and until occupancy of the building occurs. Adequate ventilation shall be maintained at all times to control excessive humidity which will adversely affect the curing of coatings. General Contractor is solely responsible for maintaining suitable temperatures and ventilation. D.Before painting begins,all other crafts shall have completed their work,and shall have removed all dirt and debris resulting therefrom. The rooms or areas are to be left in broom clean condition. E.Enamel and varnish undercoats are to be sanded smooth prior to re-coating. Tops and bottoms of doors are to be finished in the same manner as door faces,after carpenters complete fitting of them. F.No exterior painting or staining shall be undertaken if air or surface temperature is below 50°F.,not immediately following rain or until frost,dew or condensation has evaporated. Surfaces should always be tested with moisture meter before proceeding. 3. MATERIALS: A.Bids are to be based on coatings as manufactured by Benjamin Moore&Co.and Cabots Stain,except as otherwise specified. B.Colors shall be those approved by the Architect. A duplicate color-chipped schedule will be supplied to the Painting Contractor. All primers and undercoats are to be tinted to the approximate shade of the selected finish coat. All paint colors shall be"standard colors". Paint and stain colors to be selected by Owner. C.All paint and coatings must be delivered to the job site in manufacturer's original containers. D.General Contractor shall prepare proper size acceptable samples of each color and sheen required for approval by the Architect. E.It is to be understood by General Contractor and Painting Contractor that all coatings must conform to all State and local regulations including VOCNOS rules at the time of application. 4. GENERAL PREPARATION OF SURFACES: A.Painting Contractor shall be wholly responsible for the quality of his work,and is not to commence any part of it until surface is in proper condition. B.If Painting Contractor considers any surface unsuitable for proper finishing,he is to notify the Architect of this fact in writing. He is not to apply any material until corrective measures have been taken,or the Architect has instructed him to proceed C.All surfaces are to be clean, if for any reason the surface cannot be cleaned,this condition shall be promptly reported to the General Contractor and the Architect. PAINTING AND STAINING 9-1 SPECIFICATIONS D.If Painting Contractor has been instructed by General Contractor to begin painting under conditions and circumstances he believes could result in poor performance and early failure of the coatings,he shall request,in writing,a decision from the Architect. E.The prime coat should be applied soon after surface preparation has been completed,to prevent contamination of the substrate. 5. STORAGE: General Contractor will provide for a secure space for the storage of all painting materials and equipment, for the exclusive use of Painting Contractor,who will be responsible for maintaining it and leaving it free from fire hazards relating to improperly stored rags or thinners. 6. INSPECTION: Any work not conforming to the Specifications or not meeting with the approval of the Architect;shall be removed or corrected and/or repainted as requested by the Architect. 7. REMOVAL: A.Upon completion of a room or area,it shall be left in a clean and orderly condition,and all paint spatters, contaminated rags and trash shall be removed. B.Upon completion of the job,Painting Contractor is to remove all surplus materials,scaffolds,etc.from the premises that relate to his trade. He shall clean all window glass free of excess paint and spatters, and remove paint that has been misplaced on other surfaces. 8. SURFACE PREPARATION: A.Interior surfaces: 1) Wood surfaces to be painted: a) All surfaces shall be dry and sanded smooth and free of loose dirt,dust or grit. b) Putty all nail holes,cracks and blemishes after undercoater has been applied. Knots are to be coated with Moore's#023 Primer before overall coat of Moore's Enamel Underbody is applied. c) All coats must be thoroughly dry before applying succeeding coats,and lightly sanded between coats. d) Avoid general use of shellac as an undercoat. e) After fitting by the carpenter,tops and bottoms of all doors must be primed and painted the same as the faces of doors. 2) Wood surfaces to be stained(clear finish): Natural wood(clear finish) a) All surfaces shall be dry and sanded smooth,free of loose dirt,dust or grit. b) Fill all nail holes,cracks and blemishes after staining with filler tinted to match the color of the wood or stain. c) Amer fitting by the carpenter,tops and bottoms of all doors must be sealed with a clear coating. 3) Drywall: a) All surfaces must be free of sanding dust,and joint treatment cement should be thoroughly dry. b) Damaged or defective surfaces are to be repaired by spackling or by other appropriate measures. c) Steel corner beading is to be coated with Moore's SPS before applying water-thinned coatings. PAnfnNG AND STAINING 9-2 SPECIFICATIONS B.Exterior Surfaces: 1) Wood a) All surfaces must be dry,free of greasy residue,mildew,mortar and asphalt spatters and construction soil. b) Surfaces are to be abraded with a stiff fiber brush to remove loose fibers and splinters. c) Staining is not to be done during or immediately following foggy,rainy or frosty weather,nor when temperature is expected to go below 50°F.before the stain has dried. C.Schedule and Materials: 1) Wood Doors and Trim a) First coat: Benjamin Moore Fresh Start multi-purpose old-based primer 0024 b) Second coat: Benjamin Moore Advance Waterborne Interior Alkyd semi-gloss 793 c) Third coat: Benjamin Moore Advance Waterborne Interior Alkyd semi-gloss 793 2) Drywall/Ceilings: a) First coat: Benjamin Moore Fresh Start multi-purpose latex primer N023 b) Second coat: Benjamin Moore Waterborne Ceiling paint 9508 c) Third coat: Benjamin Moore Waterborne Ceiling paint 0508 3) Drywall/Bathroom Ceilings and Walls a) First coat: Benjamin Moore Fresh Start multi-purpose latex primer N023 b) Second coat: Benjamin Moore Aura Bath and Spa matte finish 0532 c) Third coat Benjamin Moore Aura Bath and Spa matte finish 0532 4) Drywall/Walk a) First coat: Benjamin Moore Fresh Start multi-purpose latex primer N023 b) Second coat: Benjamin Moore Aura Waterborne Interior matte finish 522 c) Third coat: Benjamin Moore Aura Waterborne Interior matte finish 522 5)-Concrete Floors/Garage and Basement a) First coat: Benjamin Moore Insulx Garage Guard,low odor water based 2-part epoxy semi-gloss b) Second coat: Benjamin Moore Insula Garage Guard,low odor water based 2-part epoxy semi-gloss 6) Wood Siding a) Product and Color to be selected. Two(2)coats. 7) Decks a) Cabot Decking Stain b) Two(2)coats. c) Color to be selected. D. Extra.Materials: 1) At completion of Project,Painting Contractor shall supply Owner with one(1)gallon of EACH product for touch-up purposes. a) Cans shall be clearly marked with color name,code and type of paint. PARfMG AND STAINING 9-3 SPECIFICATIONS SECTION 10—ELECTRICAL 1. WORK INCLUDED: A. Existing electrical service shall remain. B.All wiring for switches,outlets,fixtures,heating,ventilating and air conditioning units,appliances, kitchen exhaust hood,etc. C.Final hook-up to Owner's appliances D. Smoke and Carbon Monoxide Detectors. 2. MATERIALS: A.All wiring shall be copper. B.All switches,.dimmers and outlets shall match existing in style.'Color to be selected. Verify in field prior to Bid. C..AII wall plates shall be Leviton Decora PLUS. 3. WORKMANSHIP: A.All work shall conform to the following requirements: 1) PSEG 2) National Electrical Code. 4. MISCELLANEOUS: A.General Contractor shall verify adequacy of service prior to bid. B.General Contractor shall furnish,to Owner,an electrical underwriters certificate at completion of the work. C. All circuits to be labeled at panel. 1) All G.F.I.outlets to be protected at panel. D.General Contractor shall verify location of all fbawes,outlets,switches etc.with Owner prior to roughing. E.General Contractor shall verify recessed fixture depths and clearances prior to ordering fixtures. F.All lighting fixtures and electrical equipment shall be U.L.approved. G.All exhaust fans and heaters shall be installed with timers,and ganged with adjacent switches 1) Timers shall be Lutron MA TSHW WH H.All switched duplex convenience outlets shall be split wired. I.General Contractor shall gang all adjacent switches,timers and outlets L General Contractor shall segregate all lighting circuits from convenience outlet circuits at new work. K.General contractor shall coordinate with owner all new circuits to be added to existing generator panel. L. Smoke and Carbon Monoxide Detectors: 1) General Contractor shall supply and install Smoke and Carbon Monoxide Detectors by Kidde as follows: a) Smoke Detector#RF-SM AC (1)One unit per floor including basement,and attic (2)One unit in each room labeled`Bedroom" (3)One unit in hallway within 15'of any bedroom door (4)All units shall be hardwired,interconnected and have battery back-up b) Carbon Monoxide Detector#IN-COB-IC (1)One unit per floor including basement and attic (2)One unit in hallway within 15'of any bedroom door (3)All units shall be hardwired,interconnected and have battery back-up ELECTRICAL 10-1 SPECIFICATIONS SECTION 11—PLUMBING - 1. WORK INCLUDED: A.Sanitary drainage system complete,including fixtures,roughing connections,piping,hangers,stacks, soils,wastes,cleanouts,vents,fittings,fresh air inlets,traps,etc. B. All plumbing work shall conform to NYS Building Code and Suffolk County Department of Health. D.Hot and Cold water system: 1) Roughing to all fixtures. 2) Air chamber extension run up 12"above fixture outlets at all fixtures. 3) Fittings,connection pipes,hangers,valves to be in copper. 4) Drain cocks to be provided for draining entire system. 5) Hot water system 6) Connections to all fixtures and frost proof hose bibs shown on Drawings 7) Insulation for all hot water,cold water lines. 8) Plumbing fixtures as shown on Drawings. 9) All excavating and trenching for all plumbing work. 10) Gas connection to all new appliances. 11) Final hook-up to Owner's appliances. 1'2) General Contractor shall identify and tag all valves. 13) All underground storm water piping from roof leaders to dry wells shall be 4"0schedule 35 PVC E.Secure and pay for required permits,tests,inspections,etc. Tests on piping as required by governing municipality to be repeated until pipe is shown to be perfectly tight. All work to conform to all rules and regulation,local or otherwise having jurisdiction. 2. WORKMANSHIP AND MATERIALS: All materials installed which do not present an orderly and reasonably neat and,workmanlike appearance, shall be removed and replaced when so directed by the Architect. A.Pipe: 1) All NEW soil,vent and waste piping:P.V.C. 2) Water supply: Type K copper or PEX tubing. 3) All hot and cold water supply lines to shower valves,heads,body sprays,tub spouts,etc.Shall be 3/4"0 B.Valves—Standard valves D.Contractor shall supply and install temporary caps on all supply,soil and waste lines immediately upon instaflation of rough piping. E.Exterior hose bibs shall be frost proof. G. Shower drains shall be Zurn FD-2290-NH3-S5(5"square) 1) Finish to be selected 3. INSULATION A.Insulation of all hot and cold supply piping shall conform with the Uniform Code of New York State 4. HOT WATER SYSTEM A.General Contractor shall extend existing hot water service system to added fixtures.Verify adequacy of existing system in field and qualify bid as required. PLUMBING 11-1 SPECIFICATIONS SECTION 13—MISCELLANEOUS 1. WORK INCLUDED: A.All materials and labor required for and incidental to the completion of the work intended under MISCELLANEOUS specified herein,shall be provided whether or not specifically described or shown on drawings but necessary to complete the work. 2. SHOWER&BATHTUB ENCLOSURES A.General Contractor shall supply and install Shower enclosures as shown on Drawings. Shower enclosures shall be Mr.Shower(800.633.3667)Frameless System,polished chrome hinges and pull with 11T'Prism"tempered glass. 1) Locations as follows: A)Master Bath MISCELLANEOUS 13-1 Generated by REScheck-Web Software Compliance Certificate Project Bellando Residence Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number:' Construction Site: Owner/Agent: Designer/Contractor: 1370 Jackson Avenue John Bellando Lizbeth Thalheimer , New Suffolk,NY 11956 1370 Jackson Avenue Thalheimer Architecture New Suffolk,NY 11956 21 Center Street Northport,NY 11768' thalarch@me.com Compliance: 3.1%Better Than Code Maximum UA: 64 Your UA: 62 Maximum SHGC: 0.40 1 Your SHGC. 0.35 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling:Cathedral Ceiling(no attic) 384 30.0 0.0 0.034 13 Wall:Wood Frame, 16"o.c. 448 21.0 0.0 0.057 21 Door:Glass Door(over 50%glazing) 21 0.320 7 SHGC:0.35 Window:Wood Frame 56 0.300 17 SHGC:0.35 Floor:All-Wood joist/Truss 112 30.0 0.0 0.033 4 Compliance Statement., The proposed building design described here is consistent with a Ilding plans,specifications,and other calculations submitted with the permit application.The proposed building has been de gned o meet the 2015 IECC requirements in RESchbeckk�Version: REScheck-Web �andd to comply with the ma at req 'r ents h ed in a REScheck Inspection Checklist. V� Y Z 1`1.1L.. Iii' � 7i Name-Title Ig ure Dale r / Project Notes: Compliance is for area of proposed work Project Title: Bellando Residence RS12/30/19Data filename: REScheck Software Version : REScheck-Web Inspection Checklist Lvi Energy Code: 2015 IECC Requirements: 92.0%were addressed directly in the REScheck software Text in the "Comments/Assumptions"column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. section . iP:l'aris.Herified .—Field Vei;fisc! y # = r Pre=Inspection%PIanAeview ` _Complies. Comments/Assumptions, &0te' .1®' �_ .Value=' �Valae ��._ a^ ' .a =7 ..� �,.1. n•c;, 103.1, :Construction drawings and ,y-;• "n� ,, ,� .-. ,� f �'�'r ` ❑Complies :Requirement will be met. 103.2 documentation demonstrate ` ❑Does Not [PR111 ;energy code compliance for the !Location on plans/spec: ; ❑Not Observable ' 7 !building envelope.Thermal P - !See General Notes ;envelope represented on ❑Not Applicable ! construction documents. ! 103.1, (Construction drawings and [ Complies !Requirement will be met. 103.2, (documentation demonstrate ° ❑Does Not 403.7 !energy code compliance for ;:; !Location on plans/spec: "[]Not(Observable ! [PR311 Ilighting and mechanical systems. x' See General Notes !Systems serving multiple - 4: ='s [Not Applicable I jdwelling units must demonstrate - ! !compliance with the IECC ! ! !Commercial Provisions. 302.f,',-, Heating and cooling equipment is: Heating: Heating: !❑Complies ! 403:77;` 4sized per ACCA Manual S based ! Btu/hr Btu/hr ❑Does Not [PR2]2"`r.= on loads calculated per ACCA ! Cooling: Cooling: !❑Not Observable ' Manual J or other methods ; Btu/hr ; Btu/hr approved by the code official. ❑Not Applicable , Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) ,:3' Low Impact(Tier 3) Project Title: Bellando Residence Report date: 12/30/19 Data filename: Page 2 of 9 'Section,, 'Z,_N M S- 9mmen s/AsSUF6Ptl6fis"%,,,�,,- C, "-t & 303.2.V',',,,A protective covering is installed to ;UComplies; !Exception:Requirement is not applicable. [FO11]2' protect exposed exterior insulation :0Does Not i and extends a minimum of 6 in.below d UNot Observable" gra : ![]Not Applicable 463'9,-";,11 Snow-and ice-melting system controls EComplies Exception.Requirement is not applicable. [FOJI]V�' installed. UDoes Not :E]Not Observable ![]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 3.) 1�2,,,,J Medium Impact(Tier 2) 1-3-]Low lmpa�ct(llier�3) Project Title: Bellando Residence Report date: 12/30/19 Data filename: Page 3 of 9 6M niV airlfi�d,L' - S? ,,Section', ue, A _J r Fr Va�u oll,!ou 1� S� t 402.1.1: ;Glazing U-factor(area-weighted U- i U_ 113Complies ;See the Envelope Assemblies 402.3.1 1 average). !,[]Does Not I table for values. 402.3.3, 402.5 tNot Observable 1 [FR211 ;E]Not Applicable Ica) 303.1.3 W-factors of fenestration products Dcomplies ;Requirement will'be met. [FR4]1, are determined in accordance E]Does Not :With the N FRC test procedure or !Locatilon on plans/spec: []Not Observable I ' ,taken from the default table. See General Notes 'EINot Applicable 402.4.1.1 JAir barrier and thermal barrier OComplies :Requirement will be met. [FR2311 Hnstalled per manufacturer's E]Does Not _lNot Observable iinstructions. ff :Location on plans/spec: !See General Notes EINot Applicable 402.4.3 !Fenestration that is not site built OComplies Requirement will be met. [FR2011 is listed and labeled as meeting ElDoes Not !AAMA/WDIVIAJ�CSA U IOI./I.S.2/A440 ONot Observable or has infiltration rates per NFRC V 1400 that do notexceed code []Not Applicable Ilimits. 402¢4:`5 IC-rated recessed lighting fixtures 0", Complies Requirement will be met. 2 iFR161 sealed at housing/interior finish ODoes Not and labeled to indicate<_2.0cfm A; !Location on plans/spec: V leakage at 75 Pa. []Not Observable :See General Notes ONot Applicable 403.3.1 Supply and return ducts,in attics ElComplies :Requirement will be met. k [FR1211 !insulated>=R-8 where duct is DDoes Not >=3,inches in diameter and,>= Location on plans/spec: IR-6 where<3 inches.Supply and ❑Not Observable ':See General Notes I return ducts in other portions of 0Not Applicable I Ithe building insulated>=R-6 for Idiameter>=3 inches and R-4.2 !for<3 inches in diameter. Building cavities are not used as f OComplies :Requirement will be met. ducts or plenums." "I enums. CIDoes Not J q :Location on plans/spec: -]Not Observable :See General Notes EINotApplicable '403,4`s 403,4's HVAC piping conveying fluids R- R- ',E]Complies ;Exception:Requirement is I'F R 17 1 above 105 QF or chilled fluids :,C]Does Not not applicable. below 55 QF are insulated to�!:R­ e ow u !0Not Observable i ![]Not Applicable 7�-[]Corn :Exception:Requirement is 403.4.1 1 Protection of insulation on HVAC plies IIA� [FR2411 �(piping. !not applicable. []Does Not EINot Observable ONot Applicable 403: Hot water pipes are insulated to I R- R- ;LJComplies :Requirement will be met. FRI —:R-3. :E]Does Not ;Location on plans/spec: IE]Not Observable :See General Notes :E]Not Applicable ElComplies :Requirement will be met. Automatic or gravity dampers are [FJR19]2,_,y,,, installed on all outdoor air UDoes Not intakes and exhausts. ;Location on plans/spec: []Not Observable :See General Notes EINot Applicable Additional Comments/Astumptions: I I JHigh Impact(Tier 1) [2,. Medium Impact(Tier 2) 1,3,1 Low Impact(Tier 3)::::] Project Title: Bellando Regidence Report date: 12/30/19 Data filename: Page 4 of 9 a 1 High Impact(Tier 1) 1-2'1 Medium Impact(Tier 2) "J"'I Low Impact(Tier 3) Project Title: Bellando Residence Report date: 12/30/19 Data filename: Page 5 of 9 section Z Field.Verified atk4�0-Insoection—,­ �Ahsul Value 7-7- -17­7- in "Corninenwi ssumptlons-, V, a,ue All in ElComplies :Requirement will be met. 303. stalled insulation is labeled "ElDoes (IN11 or the installed R-Values Not provided. �44 E]Not Observable E]Not Applicable 402.1.1, Floor insulation R-value. R- R- Dcomplies 1 See the Envelope Assemblies 402.2.6 1 ;table for values. [-] Wood E] Wood UDoes Not [IN111 E] Steel E] Steel :[--]Not Observable i ![]Not Applicable 303.2, !Floor insulation installed per OComplies Requirement will be met. E]Does Not 402.2.7 (manufacturer's instructions and [IN211 in substantial contact with the :Location on plans/spec: !underside of the subfloor,or floor E]Not Observable :See General Notes (framing cavity insulation is in []Not Applicable contact with the top side of sheathing,or continuous insulation is installed on the underside of floor framing and extends from the bottom to the Itop of all perimeter floor framing members. 402.1.1, Mall insulation R-value.If this is a: R- R- 1EIComplies See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the in- Wood U Wood Does Not I table for values. 402.2.6 Iwall Insulation on the wall E] mass mass E]Not Observable [IN311 exterior,the exterior insulation [I Steel Steel :0Not Applicable requirement applies(FR10). 303.2 Mall insulation is installed per [IN411 manufacturer's instructions. []Does Not !Location on plans/spec: []Not Observable ,:See General Notes Z ONot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) [,2" Medium Impact(Tier 2) 1,,,3-1 Low Impact(Tier 3) Project Title: Bellando,Residence Report date: 12/30/19 Data filename: Page 6 of 9 ' ° - Section- pla Yalue e- 402.1.1, ICeiling insulation R-value. R- R- :LJComplies I See the Envelope Assemblies 402.2.1, Wood E] Wood 1EIDoes Not table for values. Steel E] Steel 402.2.6 :E]Not Observable 303.1.1.1,ICeiling insulation installed per ElComplies !Requirement will be met. 303.2 manufacturer's instructions. E]Does Not [F1211 Blown insulation marked every �Locatlon on plans/spec: :300 fl:2. []Not Observable ;See General Notes 0Not Applicable 402.23,z, Vented attics with air permeable "'k DComplies :Exception:Requirement is !not applicable. [01122F, insulation include baffle adjacent to soffit and eave vents that EINot Observable extends over insulation. E]Not Applicable 402.2.4 Attic access hatch and door R- R- ;,E]Complies [F131 insulation�R-value of the ;,E]Does Not adjacent assembly. bNot Observable 402.4.1.2 Blower door test @ 50 Pa.<=5 ACH 50 1 ACH 50 ;OComplies [1-117]1 lach in Climate Zones 1-2,and TIDoes Not <=3 ach in Climate Zones 3-8. !0Not Observable :E]Not Applicable 403.3.4 :Duct tightness test result of<=4 1 cfM/100 cfM/100 ;,[]Complies I Requirement will be met. <=3 cfm/100 fl:2 without air ;Location on plans/spec: thandler @ 25 Pa. For rough-in UNot Observable �See General Notes ;tests,verification may need to :E]Not Applicable loccur during Framing Inspection. 403.3.3 IDucts are pressure tested to DComplies llkequirement will be met. [F12711 !determine air leakage with ft2 1 ft2 1ODoes Not !either:Rough-in test:Total f J !Location on plans/spec: ;leakage measured with a �,E]Not Observable :See General Notes !pressure differential of 0.1 inch ;ONot Applicable iw.g.across the system including Ithe manufacturer's air handler enclosure if installed at time of !test. Postconstruction test:Total ;leakage measured with a !pressure differential of 0.1 inch 1w.g.across the entire system !including the manufacturer's air 1 handler enclosure. 403.3.2.1. !Air handler leakage designated OComplies Exception:Requirement is [F12411 ;by manufacturer at<=2%of ODoes,Not not applicable. [design air flow. Not Observable 1 EINot Applicable "T" ElComplies !Requirement will be met. installed for control of primary heating and cooling systems and ,-,i Location on plans/spec: initially set by manufacturer to E]Not Observable :See General Notes 4oaa-YHeat pump thermostat installed E]Complies :Exception:Requirement is on heat pumps. !not applicable. E]Does Not EINot Observable plicable 463�5'.1',',-, Circulating service hot water :Exception: Requirement is ElComplies "systems have automatic or E]Does Not !not applicable. accessible manual controls. i's ` �'C]Not Applicable code specifications. Project Title: BdlandoResidenoe Report date: 12/30/19 Data filename: Page 7of 9 S q, c eriffied'- FlieldVerified`,� Compiles, ommiAtiVAdsumptlon lan!§.,V -Insi;action 4� iroviWons, C 4e So I 03 ElComplies :Requirement will be met. 4 M Y",.1 All mechanical ventilation system F12 fans not part of tested and listed EID6es Not _4 HVAC equipment meet efficacy :Locationo' n plans/spec: X- ��,",4�4`[3Not Observable and air flow limits. :See General Notes El NotApplicable ' l Hot water boilers supplying heat Ocomplies :Requirement will be met. through one-or two-pipe heatin.9 4 []Does Not systems have outdoor setback ;Location on plans/spec: 'of 4, []Not Observable control to lower boiler water !See General Notes empe 1 -11, s ., []Not Applicable I temperature based on outdoor ;temperature. I'd Requirement will be m 40.5.1.1,",Heated water circulation systems et. OComplies V1281,, have a circulation'Pump.The []Does Not -1, system return pipe Is a dedicated !Location on plans/spec: E]Not Observable ':See General Notes return pipe or a cold water supply 'v pipe Gravity and thermos- 0Not Applicable syphon circulation systems are T not present.Controls for circulating hot water system 1�1 0",- AI pumps start the pump with signal for hot water demand within the occupancy.Controls automatically turn off the pump when water is in circulation loop a tse t-poirittemperature and no demand for hot water exists. 463'5A'--.'2'� Electric heat trace systems [ Complies :Exception: Requirement is F129]2 comply with IEEE 515.1 or UL DDoes Not :not applicable. 515.Controls automatically -'E]Not Observable i 'J, adjust the energy I nput to the ,T heat tracing10 maintain the ONot Applicable `7 desired water temperature in the T piping. N-- ,403.5:2',, Water distribution�systems that DComplies Requirement will be met. [F130]2 -I have recirculation pumps that IWI� r7lDoes Not pump water from a heated water :Location on plans/spec: 0Not Observable supply pipe back to the heated See General Notes 0Not Applicable J 'water source through a cold water supply pipe have a demand recirculation water system.Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold X11 water t piping to 3.0411 40315:4',--, Drain water heat recovery units OComplies ;Exception:Requirement is tested in accordance with CSA El Does Not snot applicable. 855.1.Potable water-side pressure loss of drain water heat []Not Observable � ,,recoveryunits<3psi for ONot Applicable individual units connected to one or two showers.Potable side p water- d pressure loss of drain water heat recovery units<2 psi for individual units connected to three or more showers. 404.1 ;75%of lamps in permanent OComplies, !Requirement-wil I be met. [F16]1 !fixtures or 75%of permanent 0Does Not :fixtures have high efficacy lamps. . �Location on plans/spec: []Not Observable ;Location on Notes -voltage !Does not apply to low -voltage Ilighting. 4 gas lighting systems have 04 Fuel OComplies :Requirement will be met. [F123j3' no continuous pilot light. ODoes Not it. `_ location 'on plans/spec: `�,`.E]Not Observable :See General Notes t1­-,'11Not Applicable ",J]Low Impact(Tier 3) Impact(Tier 2) 1 High Impact(Tier 1) 2,,_,,JlAedl Project Title: Bellando Residence Report date: 12/30/19 Data filename: Page 8 of 9 :Section` line litis !imp ons,,� 1 1 ? C6niplikii a MallueUt;-.�, Compliance certificate posted. UComplies :Requirement will be met. [Fl,71 0Does Not []Not Observable EINot Applicable UComp Manufacturer manuals for lies - ;Requirement will be met. F118113 mechanical and water heating E]Does Not []Not Observable systems have been provided. ONot Applicable Additional Comments/Assumptions: I High Impact(Tier 1) J-,',2,-,J Medium Impact(Tier 2) 1�,I]Low Impact(Tier 3) Project Title: Bellando Residence Report date: 12/30/19 Data filename: Page 9 of 9 2015 I ECC Energy Efficiency Certificate Insulatioln'Rating Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/Roof 30.00 Ductwork(unconditioned spaces): Glass&Door e or Window 0.30 0.35 Door 0.32 0.35 Heating &Coolin Heating System: Cooling System: Water Heater: Name: Date: Comments A y Generated by REScheck-Web Software Compliance Certificate Project Bellando Residence Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1370 Jackson Avenue John Bellando Lizbeth Thalheimer New Suffolk,NY 11956 1370 Jackson Avenue Thalheimer Architecture New Suffolk,NY 11956 21-Center Street Northport,NY 11768 thalarch@me.com 0 0 0 + ® e .,,,�"'�_"�,-'.' � �-r;,�.�:;-e;,`.s��'s%�a. '�.-' =u _i:�:✓,K_�'rP G.,>",rig-;:�L'^z?"A`,�,,.*.�a4_;..s,' -;�-r-..tw Compliance. 3.1%Better Than Code Maximum UA: 64 Your UA: 62 Maximum SHGC: 0.40 Your SHGC: 0.35 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies- , Assembly- pr U-Factor UA Ceiling:Cathedral Ceiling(no attic) 384 30.0 0.0 0.034 13 Wall:Wood Frame,16"o.c. 448 - 21.0 0.0 0.057 21 Door:Glass Door(over 50%glazing) 21 0.320 7 SHGC:0.35 Window:Wood Frame 56 0.300 17 SHGC:0.35 Floor:All-Wood Joist(Truss 112 30.0 0.0 0.033 4 Compliance Statement. The proposed building design described here is consistent with the building-plans,specifications,and other calculations submitted with the permit application.The proposed building has been 06ighpd to meet the 2015 IECC requirements in REScheck Version:: 1REScheck-Web and to comply with the mandatory requiremthe REScheck Inspection Checklist. en listed i cso Name-TitleSi Date T- Project Notes:- Compliance is for area of proposed work Project Title: Bellando Residence Report date: 11/02/20 Data filename: Page 1 of 9 ' F REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2015 IECC Requirements: 92.0%were addressed directly in the REScheck software Text in the "Comments/Assumptions"column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to.that table is-provided. e<f. - �.` ti,x` -ra __ _ n'{••_"k - a h x - tg:;..'S< `4.¢Pd -_ -3-4,'i _ v..},'y.-` ,�. Plans 11erifieil Fi Id°Verified ,§;' :° x < #£, ~Pke-lns`'ect�on/Pl n Review,_' omienfsMsisa m `tions.:, , P- q ` : <.°•E >.' Value Value p in:,; .p, 103.1, ;Construction drawings and �; t.`' "`;°__. s ��Ra: ❑Complies ;Requirement will be met. 103.2 !documentation demonstrate ; []Does Not .x : . [PRl)i energy code compliance for the " �� ��� ;Location on } ; � ° plans/spec: ec: building envelope.Thermal ° ❑NotObservable; See General Notes lenvelope represented on r �`,f��u .;=r _':, _ =_ ❑Not Applicable ; construction documents. ,r s 103.1, 'Construction drawings and ` '" ,. � �.1= ',❑Complies ;Requirement will be met. 103.2, E documentation demonstrate ❑Does Not 403.7 ;energy code compliance for "<= `a-M' �• '',`_,'� '�4;` P p �� ❑Not Observable ;5 cation on plans/spec: ec: [PR311 lighting and mechanical systems. . �' w,"� `z �`�;��� �`sG '�' See�� ;_ General Notes Systems serving multiple ��; ❑Not Applicable dwelling units must demonstrate , ` Icompliance with the IECC !Commercial Provisions. rb; 302.1;:,�` 'Heating and cooling equipment is Heating: ; Heating: ;❑Complies 403.71, 'J sized per ACCA Manual S based 1 Btu/hr I Btu/hr ;❑Does Not [NR21?v'�y�`on loads calculated per ACCA 1 Cooling: Cooling: " Manual J or other methods ❑Not Observable j approved by the code official. ; Btu/hr Btu/hr ;❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 1.sZ',J Medium Impact(Tier 2) `3 Low Impact(Tier 3) Project Title: Bellando Residence Report date: 11/02/20 Data filename: Page 2 of 9 Sect! V ,Comments/, ssuptIlims'I ,,,,,Fotindatidn',.Inspe-ctio-n-f,- m 303ZI,'ti' A protective covering is installed to :UComplies Exception:Requirement is not applicable. IF01112,-' protect exposed exterior insulation UDoes Not and extends a minimum of 6 in.below grade. :,E]Not Observable 1 :E]Not Applicable Snow-and ice-melting system controls ilkomplies Exception.Requirement is not applicable. 2 installed. ;Does Not ; Not Observable: 1EINot Applicable 1 Additional Comments/Assumptions: I High Impact(Tier 1) 2< Medium Impact(Tier 2) <,4: Low Impact(:Ti=er 3=) Project Title: Bellando Residence Report date: 11/02/20 Data filename: Page 3 of 9 Section ,IPla J, � -o p ions, n n "6n Ion ,, Valueal & eq�116 5�, 402.1.1, MGlazing U-factor(area-weighted U- i U_ ![]Complies :See the Envelope Assemblies 402.3.1, !average). :,F-]Does Not ;table for values. 402.3.3, 402.5 �E]Not Observable [FR2]1 TINot Applicable 29 303.1.3 U-factors of fenestration products OComplies Requirement will be met. [FR411 dare determined in accordance []Does Not J (with the N FRC test procedure or ;Location on plans/spec: 'E]Not Observable !taken from the default table. 71 See General Notes ONot Applicable 402.4.1.1 !Air barrier and thermal barrierP UComplies !Requirement will be met. [FR23]1 hnstalled per manufacturer's IlDoes Not i Location on plans/spec: ;Instructions. ]EINot Observable (9 able :See General Notes ,See Applicable 402.4.3 !Fenestration that is not site built :Requirement will be met. IFR2011 :is listed and labeled as meeting113D oes Not IAAMA/WDMA/CSA 101/l.S.2/A440 40) EINot Observable 1 Applicable 1400 that do not exceed code bNot ,or has infiltration rates per NFRC limits. IC-rated recessed lighting fixtures Elcompiies ;Requirement will be met. [FR16]2," sealed at housing/interior finish DDoes Not and labeled to indicate 52.0 cfm !Location on plans/spec: []Not Observable leakage at 75 Pa. See General Notes ONot Applicable 403.3.1 ;Supply and return ducts in attics Elcomplies ;Requirement will be met. [FR12]1 !insulated>=R-8 where duct is 0Does Not 3 inches in diameter and>= 'Z, (9 :Location on plans/spec: jR-6 where<3 inches.Supply and EINot Observable 'See General Notes !return ducts in other portions of F -]NotApplicable !the building insulated>=R-6 for !diameter>=3 inches and R-4.2 -J !for<3 inches in diameter. Building cavities are not used as ElComplies :Requirement will be met. [FR1513 ducts or plenums. Does Not !Location on plans/spec: []Not Observable "See General Notes V ONot Applicable HVAC piping conveying fluids R- R- :LJComplies :Exception:Requirement is [FRI7 2 above 105 QF or chilled fluids :17IDoes;Not i not applicable. below 55 QF are insulated to alk- 3 i[INot Observable :[]Not Applicable '[]Complies !Exception:Requirement is 403.4.1 1 Protection of insulation on HVAC [FR24]1 :piping. []Does Not :not applicable. []Not Observable N ot Applicable 403.5�3` Hot water pipes are insulated to R- R- :UComplie ;Requirement will be met, [i F "' 2­' s RIO aR- T]Dcies Not ![]Not Observable !Location on plans/spec: :See General Notes :E]Not Applicable I 403:6 -"'Autornatic or gravity dampers are E]Complies ;Requirement will be met. 2 1FR I installed on all outdoor air r_; ODoes Not intakes and exhausts. Location on plans/spec: _40z, ONot Observable :S General Notes ;See ONot Applicable Additional Comments/Assumptions: I I High Impact(Tier 1) 1,.'21 Medium Impact(Tier 2) 3`1 Low Impact(Tier 3) Project Title: Bellando Residence Report date: 11/02/20 Data filename: Page 4 of 9 i 1 High Impact(Tier 1) :,:2;1 Medium Impact(Tier 2) 1,-3d Low Impact(Tier 3) Project Title: Bellando Residence Report date: 11/02/20 Data filename: Page 5 of 9 ,Section ,fix •_ a i + F"v r :; "_ r Plans Verified, `Field.Verified.„`` ;'s= _ #„. An'sulatio'n;inspecttoief C®implies? .` CommentslAssumptoonsk' .• 4f Valtee Value ;° '303A„ , All installed insulation is labeled ❑Complies :Requirement will be met. [IN13]2`=xor the installed R-values ` []Does Not — "�s iszi {,e provided. z _ ^,`; y - ❑Not Observable ; ,.,11]Not Applicable 402.1.1, Floor insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ❑ Wood ;❑Does Not ;table for values. [IN1]1 E] Steel ❑ ' Steel ;❑Not Observable ; ! �❑Not Applicable ; 303.2, ,Floor insulation installed per ; :. ," „"�°,-° '`§',x;,;; ''T E f` - ❑Complies ;Requirement will be met. 402.2.7 !manufacturer's instructions and ; =="_ "t {; '-❑Does Not [IN2]1 ;in substantial contact with the R'�? ,°,°,�' A ` ', <<� 4 ;Location on plans/spec: ( ;underside of the subfloor,or floor ❑Not Observable !See General Notes (framing cavity insulation is in � �'�° r' ❑Not Applicable ; contact with the top side of !sheathing,or continuous }insulation is installed on the ! �>underside of floor framing and _ extends from the bottom to the ` !top of all perimeter floor framing ,', xT„ „.; %'•a ; jmembers. 402.1.1,, Vall insulation R-value.If this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, 1 mass wall with at least 1/z of the Wood ;[] Wood ;❑Does Not ;table for values. 402.2.6 wall insulation on the wall [IN3]1 !exterior,the exterior insulation Mass mass ❑Not Observable ko `requirement applies(FR10). ;❑ Steel ❑ Steel :❑Not Applicable ; 303.2 Wall insulation is installed per ❑Complies ;Requirement will be met. BN411 !manufacturer's instructions. ;�'' x;`'� � m e❑Does Not ;Location on plans/spec: ❑Not Observable ;See General Notes ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) `2; Medium Impact(Tier 2) 3`1 Low Impact(Tier 3) Project Title: Bellando Residence Report date: 11/02/20 Data filename: Page 6 of 9 ' . . Project Title: BdlandoRaadenca ' Report date: 11/02/20 . ^ Field Verified LJComplies :Requirement will be met. IF fans not part of tested and listed []Does Not :Location on plans/spec; HVAC equipment meet efficacy 0Not Observable :See General Notes _,,10Not Applicable -4 Z* Hot water boilers supp lying heat Complies :Requirement will be met. E]Does Not through one-or two-pipe heating systems have outdoor setback :Location on plans/spec: E]Not Observable 4,,contro A :See General Notes I to lower boiler water 'A — E]Not Applicable emperature based o outdoor 4A-'�ri,A,�,Heated water circulation systems ,q, ElComplies :Requirement will be met. IFI281 have a circulation pump.The KIDoesNot !Location on plans/spec: system return pipe is a dedicated ONot Observable :See General Notes return pipe or a cold water supply 1%, pipe.Gravity and thermos- E]Not Applicable 251 syphon circulation systems are not present.Controls for lating hot water system 9 circu pumps start the pump with signal ,Z,-, for hot water demandwithin the occupancy.Controls Out Inatically turn off the pump when water is in CirCUICILIU11 10U and is at set-point temperature and no demand for hot water exists. 40-1.5.1-4-dElectric heat trace systems !Exception:Requirement is OComplies 1 2 comply with IEEE 515.1 or UL Fl 2 9 DDoes Not :not applicable. ' 515,Controls automatically i []Not Observable I adjust the energy input to the ain the []Not Applicable heat tracing to maint desired water temperature in the el', 4, OComplies ;Requirement will be met. 4015,2,,:-�,Water distribution systems that (F13012' E]Does Not have recirculation pumps that :Location on plans/spec: A", 4�- pump water from a heated water i -U ry I :See General Notes ;q,- supply pipe back to the-heated 0Not Applicable water source through a cold water supply pipe have a demand recirculation water system.Pumps have controls that manage operation of the J i", PUMP and limit the temperature of the water entering the co "o, Id water piping to 1049F. 4 0 3.�'A Drain water heat recovery units OComplies ;Exception:Requirement is 'V�,Itested in accordance with CSA []Does Not ;not applicable. [JNot Observable B55.1.Potable-water-side pressure loss of drain water heat _lNot Applicable recovery units<3 psi for f 1)" individual units connected to one V or two showers.Potable water- N S*de pressure loss of drain water heat recovery units<2 psi for 'V individual units connected to U three or more showers. ElCom iRequirement will be met. plies - in permanent E]Does Not [F1611 ifixtures or 75%of permanent !Location on plans/spec: ;fixtures have high efficacy lamps. UNot Observable ;See General Notes Does not apply to low-voltage C]Not Applicable 0complies ;Requirement will be met. 464.1.,A"k7 Fuel gas lighting systems have M2313 no continuous pilot light. 0Does Not 0Not Observable !See General Notes 0Not Applicable 1 High Impact(Tier 1) Medium Impact(Tier 2) [73fl Low Impac:t:(Tier�3) Project�itle: Bellando Residence Report date: 11/02/20 Datafilenanne Page 8of Q � � -Secti6fi,- -4 -VlafiszVerlffiid, a on.ProAdsion C6mr66ht§/AisurnptI ,"Frost I sp!?�Itl- -n-z a Compliance certificate posted. 4,- [ Complies ;Requirement will be met. 13Does Not Observable Not -z,' able E] ry R w. -�— e--'ONot Applicable 4�-qp Manufacturer manuals for 'OComplies iRequirement will be met. mechanical and water heating []Does Not systems have been provided. ONot Observable N y1 7�1' ',,'[]Not Applicable Additional Comments/Assumptions- I High Impact(Tier 1) 1',2, J Medium Impact(Tier 2) [3'1 Low lmpa�ctffier�3) Project Title: Bellando Residence Report date: 11/02/20 Data filename: Page 9 of 9 a 201 IECC Energy Efficiency Certificate ® . Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/Roof 30.00 Ductwork(unconditioned spaces): 0®© Or M tit tor SHGC Window- 0.30 0.35 Door 0.32 0.35 Heating System: Cooling System: Water Heater: 110, Name: Date: Comments e � THALIIEIMER. A R C H I T E C T U R E 1- A 'w / ! < APPROVED AS NOTED TWENTY ONE IFDATE: B.P.# CENTER STREET FEE: 3� � BY: NORTHPORT NOTIFY BUILDING DEPARTMENT AT -, V765 1802 8 AM ?0 a PM FOR THE NEW YORK FOLLOWING INSPECTIONS: I 1. FOUNDATION - 11768 TV�`0 REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 631 754 8621 3. INSULATION -\ 4. FINAL - CONSTRUCTI')N MUST BE COMPLETE F-F, 0, PLUMBER CERTIFICATION TRUCTI�:;N SHALL MEET ALL CONS THE j REQUIREMENTS OF THE CODES OF NEW N I _ - r YORK STATE. NOT RESPONSIBLE FOR N LEAD CONTENT BEFORE DESIGN OR CONSTRUCTION ERRORS, =RTIFICATEOFOCCUPANCI j SOLDER USED IN WATER UP PL Y SYSTEM CANNOT rX - CEED 2/10 OF 1% LEAD. :i COMPLY WITH ALL CODES OF r NEW YORK STATE& TOWN CODES AS REQUIRED D CONDITIONS O `p J f 'LUMBINICI ------ -- -- - - ---- M r i,,iC - v AL PLU '' WASTE wTEES - - -- -- --- -_ - &v 4TER i '�I�:S NEED , ---- — - ---- _ �t TEvTII` a BEFORE COVERING i ------- ------ -- - I - - -- - ----- - -- ----- - --- - --------- OCCUPANCY OH it -'u�], f, �,11 1 ` _ill__� j I USE IS UNLAWFUr WITHOUT C TIF. - t E �. All ex rior lighting OF OCCUPANCY nstall d,replaced o W r.paire shall confo to haptcr 172 of th Town Code RETAIN STOMA WATER RUNOFF W PURSUANT TO CHAPTER 236 \$ 0 QF THE TOWN CODE. � Add :conal h �erti: 'cation EL.EOTRUC"AL t .y Be required. 11�- 956 rjO -= W ST T-w-"OL A--' W ""Y -Ll%l J, IA'SP2OTIOs3 REQUIRED In A S ON S""R 11171 1370 J A .0 W C\ W Project Directory : Index of Drawings : Vicinity Map : t/1 Sheet No. z 1370 JACKSON O THALHEIMER ARCHITECTURE 1 of 11 Cover Sheet STREET N) 0 Arch i t e c t u r e 2 of 11 Site Plan / Zoning Data / Climate Data / Plumbing Riser Diagram / General Notes ' " '""" . . U 21 Center Street 3 of 11 Foundation Plan f Northport, New York 11768 4 of 11 First Floor Plan / Door Schedule 5 of 11 Roof Plan �;, _ � 6 of 11 North + East Building Elevations / Building Section 631.754.8621 Tel. r Electrical + Reflected Ceiling Plan / Light Fixture Schedule y~ - thalarch@,,me.com 7 of 11 First Floog g ``.. ! � 8 of 11 Bath Elevations / Plumbing Fixture Schedule y`` 9 of 11 Wind Resistive Construction Details JACK ALLISON HALL 10 of 11 2015 IECC / 2017 N.Y.S. Supplement Compliance Details '� F EEfi .. � �. Surveyor 11 of 11 Details N 995 Sunrise Highway ;!`\ ��� �o .li Babylon, New York, 11704 \ v `� y 1'. \ 60 96 lT �N o Ci>t'r2 y fI �U` I: I 7 ,' %/? \ oo `'�. 1 `mss J `N 'I C'tars �, �-i �'�.,� ��Sy� �9��'/Q°\/� � r���s ��c 631.669.1073 CM, RD-J BLDG. DEPT. 29 NOV 20 s lLoop 1 COMMENTS Marsh Pt L 1J:LI E±l1(t: C't'.'P �+/ RD 4y URBAN N i r I TOWN OI SOUTHOLD i� i pv �,«y, ��:s. :,,.s�",i��� ���j '� SCALERS NOTED REV. O1 NOV 20 r;w Town Hale Annex � ��' a•t�: , �`,j � : `���, s-• �` � :,r ,�,,.. .. k DRAWN BY: J.E.T. A hl REV. 54375 Route 25 - WICk Southold, New York, 11971 \ _J;T -? DATE: 09 FEB 20 K' ;� !4 tis REV. North fork ,� - .__ �� sr i CC J d ;, r i tot 631.765.1892 � '«, Ro \oR � R�� , .: .. d 6� ! 7t; PROJECT N0. 99 -__-91 01d Cove `.. FmrNfNG _. v _ LJJ cl� 1URSN�D_11$T f YC DRAWING r• fit , r~ of�gJ+4CKSQN r�l_J�_�S7.1��.�' � fl`(o�1 3 �'211 / {Kim gener Pt THESE PLANS ARE AN INSTRUMENT OF SERVICE AHD ARE is Y THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS NEW;SUFFOLK i WILL BE PROSECUTED. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR FIT AND QUANTITY OF WORK. NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART- . \ C 2020 Thalheimer Architecture PlumbingRiser Diagram S i t e P l a n ser g SCALE . 111 = 301 411 \/TR 411 VTR 411 VTR 41' VTR ----- - -- A - -- --------- -JL-------------ALL---- - --ROOF 11 LI-I- ----- -- I I I , BA6TE AAM ; ; POWDER ROOM ` THALIIEIMER REPLACE EXIST FIXTURES I I KITCHEN• I NEW FIXTURES _ I r A fl C H IT E C T U R E RELOCATE EXISTFIXTURES C� r V2. V2n I- 2n I I In' DISH I I_117 ti IF11 I TWENTY ONE wasHER I I a CENTER STREET R I I I I FIRST FLOOR - - ?3'- -- --- - --- -- - ---- -- - - --- 2n 2n I � 2' � 2n 3n - -------� -- - - -- - - - NORTHPORT 4'SOIL I I 4"SOILi 465.5.2 NEW YORK BATH ' 2 I LAUNDRY AB TH 0 3 I AB TH 0 4 BATH • 1 I IV 06, 08 20" E HEDGE ON LINE 11J68 EXISTING I EXISTING EXISTING L -EXISTING EXIST MCs I � I � HEO:;E 2'tY: HEDGE 2•#w •EDGE 3'*Yd .s. L' J 631 754 8621 � - -I--f � r - -f -T I I �-T -T -1 A ►� t/! IY2n 1-11'2° I_Il"ln �2n I 6" I-f2 I '� /""` '` Cb i-I12 WASHER i-I�1 1-�"1 i "" WooO p G? 22.3 O W _ CHAIN LINK FE _ 51 'A C-t I Tub I I �, � w SHCIWER SHOWER T .__. � ___._ _ � -.. ___. ' FRAME SHED + u > wood oEcx- ; FRAME -- ----- - - - -� - - - - - - - - - --- bD L OWCR LVL. FRAME (POOt_HOEJSE) GARAGE p,> ISI 211 3' 21 2„ iii 2i n 3n 2•• 3� �� L7 •o Sl-IED 5.1 a 2nd STY. WOOD DECK 26.20 = (n BRICK PATIO C m Q 0 '` p OVER BRICK PATiO t� i1 Z TIE INTO EXISTING S.C.HD. APPROVED SANITARY SYSTEM I o 9.2 "' p e Y E N N I S C U U R T I i CU D b I> rn O N ►' n ct BRICK O Z m x X 1*J..-UMB INCA R I a �R 12140-SRAM ° s 1 0 Act •; 16.ao "'�'�` z M u z �, wop° �u.�' X N o r� x a U; NOT TO SCALA C] o v o > + N C "' "' �' z r fifi + h, > t11 m I ,. x D 0 x� b O Win ► O �..... r NATES N 2 6H 0 Z �'' � K 4.1 ROOF U VENT TERMINALS SHALL COMPLY WITH P 3103.1 AND P 3101.2 x r I td u OVER • . - - }}.�� _ A AIN LINK FE - SIJITECH N i - to 13.80 PORCT+ < V 1 6" DIAMETER O r'I BRICK PATIO +N+ nPAncO) t D v(Jt M> i � - - o, W t RCS y14.7 3RIc foa POLE rr_-"1 2.33Pa PLATF.~ I 1.4 Lo' Gg' ?A I a� 41 K. , C A Y L R t V E A Y \ \• O n REFLECTIVE RED REFLECTIVE WHITE �~ HEDGE B'tw PANTONE#787 - - O JT'T ' HEOCE 2'fW A ►� `�°° 1 s �� os' 20 w\ \ 458.88 O *� S 06• 08' 20„ H MAINTAIN EXISTING SCREEN 0 < > > ry W Pszov ytin . £ �,t-.tt.N PORCH CONVERSION TO DINING 0 Q1 I EXISTING PLATFORM AND j STEPS TO BE REMOVED 29 SF {I PROPOSED ONE STORY S cam' 8 ADDITION 110 SF PROPOSED ROOF ICOVERED H FRONT PORCH ADDITION 76 SF `•• The construction type STROKE O k /� J�(t/'+ r t t /� designation shall be CLIMATIC `* GE OGRAf=H 1 C DESIGN CfR1 1 E IR1 A t o,Indicate to t,°Icons Wo ALL WORK SPALL COMPLY WITH THE REQUiREME1NTS OF THE 2015 ICC CODES AS h� I to indicate the construction classification of the structure under DESIGNATION FOR STRUCTURAL ADOPTED BY NEW YORK STATE AND AS AhIFNpED BY THE 2017 NYS SUPPLEMENTS. section 602 of the BCNYS COMPONENTS THAT ARE OF rr�� TRUSS TYPE CONSTRUCTION CsROIND WIND DESKN SEISMIC 9UBJEC:T TO DAMAGE FROM WINTER ICE-BARRIER FLOOD AIR MEAN Vl SNOW DESIGN DESIGN UNDERLAYM M HAZARDS FREEZING AN IUAL ■ "F" FLOOR FRAMING,INCLUDING LOAD SPEED TOPOGRAPHIC' SPECIAL WIND WIND BORNE CATEGORY UEAi,-:piNG FROST LINE TERMITE TEMPERATURE REQUIRED INDEX TEMP. kBUILDINGI F"FIR" FLOOR AND ROOF FRAMING 130 GIRDERS AND BEAMS MPH EFFECTS REGION DEBRIS ZONE DEPTH ■ ■ MODERATE GPI" ROOF FRAMING 20 P.S.F. MPH NO NO YES C SEVERE 3'-0' TO H 50 HEAVY It DEG. YES NO 0 51.9 Deg. F H STANDARDS AND CODES DECAL TO BE INSTALLED AS PER TOWN Zoning Information S u rn n_i a r y: L7OF SOUTHOLD REQUIREMENTS PROJECT DESCRIPTION : One Story Addition / Front Porch General Notes PROJECT ADDRESS: 1370 Jackson Avenue I. AL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE 2015 IRC,2015 ICC CODES AS ADOPTED BY NEW RESCHECK INSPECTION CHECKLIST NOTATIONS : 2015 ICG CODE SECTIONS : SEC.402.2.3 New Suffolk, NY, 11956 O YORK STATE AND AS AMENDED BY THE 2011 NYS SUPPLEMENTS VENTED ATTICS WITH AIR PERMEABLE INSULATION SHALL INCLUDE BAFFLES ADJACENT TO SOFFIT rn V) SEC.103.1, 103.2,403.1 AND SAVE VENTS THAT EXTEND OVER INSULATION �,I 2. ALL WORK SHALL COMPLY WITH CODE SECTION 8310 FOR EMERGENCY ESCAPE AND RESCUE OPENINGS.SEE CONSTRUCTION DRAWINGS ARE IN COMPLIANCE WITH THE ENERGY CODE FOR LIGHTING AND h 4 LOCATIONS ON FLOOR PLANS FOR: 'EGRESS' OPENINGS. MECHANICAL SYSTEMS. SEC. C.4 PARCEL TAX ID #: Section: 117 Block: 10 Lot: 10 U SHALL BE PRESSURE TESTED t0 DETERMPR IE AIR LEAKAGE WITH EITHER-- ROUGH IN TEST: 3. AL WORK SHALL COMPLY WITH CODE SECTION 8314 +R315 FOR SMOKE ALARM AND CARBON MONOXIDE SEC.302.1,403.1 _ TOTAL LEAKAGE MEASURED WITH A PRESSURE DIFFERENTIA OF 0.1 INCH Wg.ACROSS THE SYSTEM ALARMS.SEE FLOOR PLANS FOR LOCATION OF UNITS. CALCULATED PER ACCA MANCOOLING UAL ASL J OR OTHERT SHALL BE ZED AS METHODSPER BY THE A MANUAL C DE OFFICIAL ASED ON DS POSTDONSTHE TRUC7 ON TEST: TOTTAAL LEAKAGE MEASURED AIR HANDLER ENCLOSURE NI ANSTALLED AT TIME OF PRESSURE DIFFERENTIALST. Ion OF 0.1 INCH RESIDENTIAL ZONE. 1 � Residence 'R-40' o 4. AL WORK SHALL COMPLY WIT14 CODE SECTION R401 FOR FOOTINGS AND FOUNDATIONS.SEE PLANS AND Wg.ACROSS THE ENTIRE SYSTEM INCLUDING THE MAN.FACTURERS AIR HANDLER ENCLOSURE. DETAILS FOR SIZE OF FOUNDATION WALLS +FOOTINGS,STEEL REINFORCEMENT,DRAINAGE,DAMP PROOFING,ETC. SEC.303. 1.3 U-FACTORS OF FENESTRATION PRODUCTS ARE DETERMINED IN ACCORDANCE WITH THE NFRC TEST SEC.403. 1. l M 5. AL WORK SHALL COMPLY WITH CODE SECTION R301.2.1.2 FOR PROTECTION OF OPENINGS.SEE NOTE ON PROCEDURE OR TAKEN FROM THE DEFAULT TABLE PROGRAMMABLE THERMOSTATS INSTALLED FOR CONTROL OF PRIMARY HEATING AND COOLING STANDARD ALLOWED EXISTING PROPOSED COMPLIANCE DRAWING'9 FOR SPECIFIC DETAILS OF WOOD STRUCTURAL PANELS AND FASTENERS.SEE FLOOR PLAN FOR SYSTEMS AND INITIALLY SET BY MANUFACTURER TO CODE SPECIFICATION FzS D Ar;O STORAGE LOCATION AND NUMBER OF PANELS. SEC.402.4.1.1 1 LOT AREA 40,000 Sf 46,220 sf 46, 220 sf COMPLIES AIR BARRIER AND THERMAL BARRIER t0 BE INSTALLED AS PER MENUFACURERS INSTRUCTIONS. SEC.403.6. I 6. AL WORK SHALL COMPLY WITI4 CODE SECTION R301.2. 1 WITH RESPECT TO WIND RESISITANT CONSTRUCTION. AL MECHANICAL VENTILATION SYSTEM FANS NOT PART OF TESTED AND LISTED HVAC EQUIPMENT SEE FLOOR PLANS AND DRAWING '9 FOR SPECIFIC DETAILS AND NAILING SCHEDULES. SEC.402.4.5 SHALL MEET EFFICACY AND AIR FLOW LIMITS IC-RATED RECESSED LIGHTING FIXTURES SEALED AT HOUSING / INTERIOR FINISH AND LABELED TO ' 2 LOT WIDTH 150 100. 01 100.0 EXISTING NON-CONFORMING 1. ALL WORK SHALL COMPLY WITH CODE SECTION M1201 FOR MECHANICAL CODE,CODE SECTION 62401 FOR FUEL INDICATE LESST14AN OR EQUALTO 2.0 CFM LEAKAGE AT 15 PA. SEC.403.2 GAS CODE,CODE SECTION P2501 FOR PLUMBING CODE,CODE SECTION E3401 FOR ELECTRICAL CODE. HOT WATER BOILERS SUPPLYING HEAT THROUGH ONE OR TWO PIPE HEATING SYSTEMS SHALL HAVE 3 LOT DEPTH 175' +-462. 0' +-462.0' COMPLIES SEC 403.2.1 OUTDOOR SETBACK CONTROL t0 LOWER BOILER WA-ER TEMPERATURE BASED ON OUTDOOR 021 8.AL CONCRETE SHALL BE 3500 PSit 28 DAY STRENGTH SUPPLY AND RETURN DUCTS IN ATTICS INSULATED GREATER OR = R-8WHERE DUCT IS GREATER OR TEMPERATURE. 4 FRONT YARD SETBACK 50' +-232. 0' +-232. 0' COMPLIES T N yO -3 INCHES IN DIAMETER AND GREATER OR = R-6 WHERE LESS THAN 31.SUPPLY AND RETURN DUCTS IN S.AL NEW FOOTINGS SHALL BE MINIMUM OF 3'4" BELOW FINISHED GRADE AND BEAR ON VIRGIN SOIL. ALL NEW OTHER PORTIONS OF THE BUILDING INSULATED GREATER OR -- R-6 FOR DIAMETER GREATER OR = 3" SEC.403.5. 1. 1 5 SIDE YARD SETBACK(EAST) 15' 15.42' 15.42' COMPLIES FOOTINGS ADJACENT t0 EXISTING WALLS SHALL BE BROUGHT DOWN TO EXISTING FOOTING LEVEL.ASSUMED SOIL AND R-42 FOR LESS THAN 3" IN DIAMETER HEATED WATER CIRCULATION SYSTEMS HAVING A CIRCULATION PUMP.THE SYSTEM RETURN PIPE IS A BLDG. DEPT. 29 NOV 20 LOAD BEARING CAPACITY OF 2 T045 /SR G.C.SHALL FIELD VERIFY. DEDICATED RETURN PIPE OR COLD WATER SUPPLY PIPE.GRAVITY AND THER'10SYPHON 6 SIDE YARD SETBACK(WEST) 15' +-31.28' +-31.28' COMPLIES COMMENTS SEC.403.3.3.5 CIRCULATION SYSTEMS ARE NOT PRESENT.CONTROLS FOR CIRCULATING HOT WATER SYSTEM PUMPS 10.AL STRUCTURAL FRAMING SHALL BE DOUGLAS FIR'2 AND BETTER BUILDING CAVITIES ARE NOT t0 BE USED AS DUCTS OR PLENUMS START THE PUMP WITH SIGNAL FOR HOT WATER DEMAND WITHIN THE OCCUPANCY.CONTROLS 7 REAR YARD SETBACK 35' +- 166. 0' +- 166.0' COMPLIES AUTOMATICALLY TURN OFF THE PUMP WHEN WATER 15 IN CIRCULATION LOOP At SET-POINT SCALE-AS NOTED REV. 01 NOV 20 11.ALL STRUCTURAL FRAMING FOR EXTERIOR DECKS SHALL BE A.C.Q.TREATED WITH NO AMMONIA.ALL FASTENERS, SEC.-,03.4 TEMPERATURE AND NO DEMAND FOR HOT WATER EXISTS. 8 LOT COVERAGE 20% 21. 7% 22. 0% VARIANCE GRANTED HANGERS,AND CLIPS SHALL BE STAINLESS STEEL.NO EXCEPTIONS HVAC PIPING CONVEYING FLUIDS ABOVE 1050.F.OR CHILLED FLUIDS BELOW 551).F.SHALL BE 9, 244 SF 10, 034 sf 10, 191 sf INSULATED TO GREATER THAN R-3 SEC.403.5.2 DRAWN BY: J.E.T. REV, 12. PROVIDE 14OLDDOUN DEVICES EMBEDDED IN CONCRETE AS INDICATED ON PLAN.SEE DRAWING '9WATER DISTRIBUTION SYSTEMS THAT HAVE RECIRCULATION PUMPS THAT PUMP WATER FROM A SEC 403.4. I House 1, 604 sf 1, 604 sf PROTECT INSULATION OF HVAC PIPING HEATED WATER SUPPLY PIPE BACK TO THE HEATED WATER SOURCE THROUGH A COLD WATER Garage 639 sf 639 sf DATE: 09 FEB 20 REV. 13.PROVIDE HURRICANE CLIPS AT AL RAFTER/HEADER CONNECTIONS AS PER CODE.SEE DRAWING '9 SUPPLY PIPE HAVE A DEMAND RECIRCULATION WATER SYSTEM.PUMPS HAVE CONTROLS THAT Wood Deck+Steps(West) 99 sf 99 sf ' SEC.403.5.3 MANAGE OPERATION OF THE PUMP AND LIMIT THE TEMPERATURE OF THE WATER ENTERING THE COLD Wood Deck+Steps(South) 375 sf 375 sf 14.PROVIDE COIL STRAP AT ROOF:RAFTERS OVER RIDGE AS PER CODE.SEE DRAWING '9 HOT WATER PIPES t0 BE INSULATED t0 GREATER THAN OR EQUAL t0 R-3 WATER PIPING t0 104D,F. Wood Deck+Steps(East) 29 sf 29 sf 15.PROVIDE COIL STRAP EMBEDDED IN CONCRETE PIER AND EXTENDING UP INSIDE OF PER'1ACAST COLUMNS SEC.403.6 SEC.404. IMPS Pool 840 sf 840 sf PROJECT N 0. Q 6� 15% OF LAMPS IN NEW PEF�1'1ANENT FIXTURES OR 15% OR PERMANENT FIXTURES HAVE HIGH EFFICACY AND OVER HEADER ABOVE AS P1;.R CODE.SEE DRAWING #'3 AUTOMATIC OR GRAVITY DAMPERS ARE t0 BER INSTALLED ON ALL OUTDOOR AIR INTAKES AND LAMPS DOES NOT APPLY TO LOW VOLTAGE LIGHTING Pool House 223 sf 223 sf EXHAUSTS Shed 77 sf 77 sf 16. SEE ATTACHED SPECIFICATION BOOKLET FOR ADDITIONAL INFORMATION ON MATERIALS AND METHODS OF Tennis Court 6, 148 sf 6, 148 sf CONSTRUCTION 1. AL REQUIRED INSPECTIONS BY THE GOVERNING MJNINCIPALITY BUILDING OFFICAL AS PER CODEDRAWING �w SEC. R INS ATIO 1 SECTIONS RI04.2. 1 THROUGH R104.2. 5 SHALL BE SCHEDULED BY GENERAL CONTRACTOR At /CEJ FLOOR INSULATION TO BE INSTALLED AS PER MANUFACTURERS INSTRUCTIONS AND M SUBSTANTIAL Addition to House 110 sf of CONTACT WITH THE UNDERSIDE OF THE SUBFLOOR,OR FLOOR FRAMING CAVITY INSULATION IS IN APPROPRIATE TIMES DURING CONSTRUCTION.COORDINATE WITH BUILDING OFFICIAL. Front Porch Addition 76 sf CONTACT WITH THE TOP SIDE OF SHEATHING,OR CONTINUOUS INSULATION IS INSTALLED ON THE Remove Wood Deck+Steps(East) (29 sf) UNDERSIDE OF FLOOR FRAMING AND EXTENDS FROM THE BOTTOM t0 THE IOP OF AL PERIMETER 2. AIR LEAKAGE TESTING MUST BE CONDUCTED BY AN APPROVED THIRD PARTY TESTING ENTITY IN FLOOR FRAMING MEMBERS ACCORDANCE WITH CODE SECTION R402.4.1.2.A DETAILED WRITTEN REPORT OF THE TESTING RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO FILING FOR CERTIFICATE OF Total 10, 034 sf 10, 191 sf THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE SEC.303.2 OCCUPANCY. THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WALL INSULATION SHALL BE INSTALLED AS PER MANUFACTURERS INSTRUCTIONS 3. PRIOR TO FILING FOR A CERTIFICATE OF OCCUPANCY,GENERAL CONTRACTOR SHALL PROVIDE A 9 BUILDING HEIGHT WILL BE PROSECUTED. 'PERMANENT CERTIFICATE' TO BE POSTED ON A WALL IN THE MECHANICAL ROOM.THE CERTIFICATE Mean height/Exist. ave.grade 35' +-20.0' +-20. 0' COMPLIES CONTRACTOR SHALL VERIFY ALL CONDITIONS AND SEC.303. 1.1. I MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR • CEILING INSULATION SHALL BE INSTALLED AS PER MANUFACTURERS INSTRUCTIONS.BLOWN INSULATION SHALL PROVIDE ALL APPLICABLE VALUES FOR BUILDING INSULATION R-VALUES,DUCT INSULATION FET AND QUANTITY Of WORN. NO ALLOWANCES SHALL TO BE MARKED EVERY 300 SF R-VALUES,FENESTRATION U-FACTORS AND SHGG,RESULTS OF AIR LEAKAGE TESTING PERFORMED ON 10 NUMBER OF STORIES 2 1/2 Stories 1 Story 1 Story COMPLIES BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY THE BUILDING AND DUCTWORK,EQUIPMENT TYPES AND EFFICIENCY OF HEATING /COOLING /SERVICE ERROR OR NEGLECT ON HIS PART. . WATER HEATING C 2020 Thalheimer Architecture THALHEIMER A R C H I T E C T U R E TWENTY ONE CENTER STREET NORTHPORT Ld NEW YORK 11768 631 754 8621 0 go13ATH EXISTING J EXISTING Li REMOVE EXIST.CLOSET,DOOR ASSUMED CONCRETE FOOTING AND PORTION OF CONCRETE AND I f o I (2'-011 x V-0")UNDER NEW POINT FRAMED WALL.PROVIDE LOAD ABOVE.GENERAL HEADER AS NOTED. VERIFY IN CONTRACTOR SHALL VERIFY IN FIELD J FIELD ASSUMED CONCRETE FOUNDATION x rzLrzc. 0 law PANEL VACUUM WALL UNDER NEW POINT LOAD SYSTEM ABOVE.GENERAL CONTRACTOR A SHALL VERIFY IN FIELD _7 UP GAS METER IL Ii II UNIT BURNS Ii II II II II II H cu jo OUTLINE OF EXISTING PLATFORMUi AND STAIR TO BE REMOVED i i snag ---------- II II x r-------- LAINDRY DRYER EXISTING A LL----------JJ li EXISTING WINDOW TO REMAIN \V X EXIS IWGO 13ATH :6 EXISTING MODIFY EXISTING.:WATER LINE INTO HOUSE AS REQUIRED. VERIFY IN0 L FIELD O ;! 1 �-I SAWCUT EXIST.I=.FOR EXISTNG CONCRETEFOUNDATIONFOUNDATION 21-011 x 2'-0" ACCESS TO NEW w3 U CRAWLSPACE. VERIFY DRILL HOLES IN EXIST.FOUNDATION LOCATION IN FIELD TO RECEIVE 45 x IVL RE5AR SET IN EXISTING CRAIULSPACE NON SHRINK GMT I'-O" VD.C. WATER PRIOR TO NEW FOUR METER ELEC. ()-- __._ --- PANELS TYPICAL NEW FOUNDATION J 12" SOLID CONCRETE BLOCK —EXISTING CONCRETE FOUNDATION NEW CRAWLS 9o CIO 05 BAR VERT.10 12"O.C.ALL VOIDS FILLED SOLID 12'1 I 2" CONC.SCREED OVER VAPOR a? _\1= ry) ti V' BLOCK LAST COURSE TO CREATE INT.SHELF. BARRIER AND COMPACT FILL :;;I- !g I - DRILL HOLES IN EXIST.FC(NDATION TO ———— — — — — — — — RECEIVE 45 x I(ol REBAR SET IN NON 45 BAR* 1211 O.C. x HD = i I SHRNK GRT 1'-0" V . 24" x 12" POURED CONC.FTG. HD CIA NEWIFOUROUTYPICAL D.0PRIOR TO (1)45 BAR CONT. a T.W. L ———— —— — — —— — U. FLATFCRM (2)05 BAR CONT.6 FTG. EXISTING CRAMSFAC ——————— —--— — HE) 0 &I' SOLID CONC.BLOCK RETAINING ;o -(,R-1 14- Tt" PLANTER I" BLUESTONE FINISH AT PLATFORM WALL WITH POURED CONC.FTG.AT C, HD ------ ----------------- MORTAR SET OVER 4"CONC.SLAB Lls40_4----- - -- WITH bb x 1010 W.WM.OVER COMPACT CrIl PLANTER SEE DETAIL FOR �T FILL 7X PROVIDE EMBEDDED WOLDDOLLN IN 3D FOUNDATION FOR COLUMN ABOVE. e. 10 TYPICAL v 6,t _j OUTLINE OF STEP ABOVE 8" SOLID CONC.BLOCK FROST WALL 14'-m" t12'-O" AT END OF STEP OF N BLDG. DEPT. 29 NOV 20 INFOFIZIATION TAKEN pR EROMCOMMENTS tUol-oll ANCHO5OLT5 200 RCNY5 SECTIO403. 1. (o ADDITION SCALE: 1/4"=1'-0" REV. 01 NOV 20 ALL ANCHOR BOLTS SHALL BE %4 SPACED V-0" O.C.MAXIMUM AND AS FOLLOWS: 1. BOLTS 5HALL EXTEND MINIMUM OF 7 INTO CONCRETE OR GROUTED CELLS OF CONCRETE DRAWN BY: J.E.T. REV. MASONRY UNITS. f=C)UN E::) AT 101 f=Ly4N 2. BOLTS SHALL BE LOCATED IN MIDDLE THIRD OF THE WIDTH OF PLATE DATE. 0)9 FEB 20 REV. NOTES 3. A NUT AND WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. WASHER BY "SIMPSON L ALL NEW FOOTINGS SHALL BE MIRED TO DEPTH OF EXISTING ADJ. STRONG-TIE" LPE35 Nall 3,,x3llx _&I PROJECT NO. BASEMENT FOOTINGS. VERIFY IN FIELD. R 19 �� 4. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12" OR LE55 TPAN I BOLT DIAMETERS FROM EACH END OF THE PLATE SECTION TPAN DRAWING '61 OFJ 5. SILL PLATES AND SOLE PLATES SHALL BE PROTECTED AGAINST DECAY AND TERMITES AS REQUIRED BY SECTIONS R 311 AND R 318 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT- INFRINGEMENTS WILL BE PROSECUTED. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR FIT AND QUANTITY OF WORK. NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. - C 2020 Thalheimer Architecture I 1 1 THALIlEIMER A R C H I T E C T U R E DOOR SCHEDULE TWENTY ONE MARK WIDTH HEIGHT TWK, / TYPE HARDWARE SADDLE REMARKS CENTER STREET 1 3'-0" (0'-8" SEE NOTE 03 SEE NOTE "4 ALUM 3'-0" EXTERIOR GRADE DOOR / I'-6" SIDELIGHT NORTHPORT WEATHERSTRIP DECK 2 2'-4" 6'-8" MATCH EXIST. PRIVACY LOCK WOOD NEW YORK 3 11768 - - - - -- -- --__ __ -- _ - -- _- --_- __- - -- - - - -- - - - - - - -_ - - - - - EXISTING DOOR TO REMAIN 631 754 6621 4 41-011 6 -8 MATCH EXISTING ROLLER CATCH (2)2'-0" SWINGING DOORS --_ -- ' DUMMY TRIM l 5 EXISTING DOOR TO REMAIN Dj'ICAL WALL CONSTR I SIDING TO MATCH EXIST. VAPOR BARRIER 6 EXISTING DOOR TO REMAIN Y' PLYWOOD SHEATHING 2 X 4 WOOD STUDS * I6"O.C. 'I'' R-13 BATT INSULATION '> �' EXISTING DOOR 70 REMAIN Vz"GYP.BD.FINISH j LIVING ROOM DINING ROOM ` TION W PIF"4 WOOD FRAME WINDOWS tXISTING STONE D.6OR pN WITH INSUL.GLASS EXISTING,V'_.GYP BD.CLG. CLOSET SHELVING /CABNETRY BY `—t FINISH Sn OWNER EXISTING WALL CONSTRUCTION +� A f�� S NOTES : GENERAL CONTRACTOR 6 OUTLINE OF EXISTING WALL TO BE 6 SHALL FIELD VERIFY BEARING REMOVED.FINGER IN NEW FLOORING r--I EXISTING WINDOWS TO REMAIN. BELOW FOR NEW POINT LOADS TO MATCH EXISTING \ �` L ALL NEW DOOR AND DOOR HARDWARE TO BE SUPPLIED AND INSTALLED BY � TYPICAL EXCEPT AS NOTED r ��-��T� ^ REMOVE EXIST.DOOR BLOCK UP 2. ALL NEW DOORS SHALL MATCH EXISTING IN THICKNESS,SPECIES,AND SME. OPENING, INSULATE AND PATCH TO ALL NEW DOOR HARDWARE SHALL MATCH EXISTING IN TYPE,STYLE AND FINISH. MATCH 4X4 _ _ 4 Xmt� _ _ _ 4X4 _ _ _ _ _ _ _ _ _ SEE DOOR SCHEDULE FOR SPECIFIC FUNCTION. O PNZ1L. POST FOOT r_-TI — Iww GAS L- - J - __. LJ= - OMEtE'R 3. NEW ENTRY DOOR AND SIDELIGHT BY'SIMPSON'MASTERMARIC COLLECTION - 1 (2)13/4 x 16 MICROL. BELLAIRE - IN OAK NO MULLIONS IN CLEAR TEMP.GLASS. SEE BUILDINGOUTLINE OF EXISTING ROOF OVERHANG ---III I 1 1 DN J VERIFY HT. IN FIELD Pow "n°° ~11ELEVATION. SUBMIT CATALOG CUT FOR OWNERS APPROVAL PRIOR TO ORDER Q REMOVE ALL FIXTURES,CEILING,WALL ► — — - I AND FLOOR FNIWES DOWN TO 4. NEW ENTRY DOOR HARDWARE BY 'SCHLAGE'PLYMOUTH SINGLE CYLINDER EXISTING PLATFORM AND STEPS TO BE i i i i ---__ „I / Tam I I ` fon �D: FRAMING.PROVIDE NEW AS NOTED f2E1`tOVED. PATCH TO MATCH AS I I I (1)P4 X IIS MICROL.FLUSHNMdE. I HANDLESET AND FLAIR LEVER M BRIGHT BRASS. SUBMIT CATALOG GJT FORREGKJIRED r----- — — — — ALIGN OWNERS APPROVAL PRIOR TO ORDER —————I 4X41 f—--- II --- ---------, 0REMOVE EXIST.SHOWER WALL AND --------iPM 1 I 2"x 10" R.R. 2"x 0" R.R I I I ------------ �� 5. DOOR STOP BY SCHLAGE 0 436-605 AT ALL NEW DOM AS REQUIRED.FINISHEXISTING BAY WINDOW TO BE I I - 1 I I W.I.C. PROVIDE 4 HIGH CURB------- I u I n I I I i-cnI C — 1 1 I I I I ® 16 .C. __� I O.C. I I I t0 MATCH DOOR HARDWARE. f�l`10YED.BLOCK UP OPENING, I L----- I ''INSULATE AND PATCH TO MATG-I AS I L________J I L------ I I i I i i E -� t EXIST.WINDOW t0 REMAINREQUIRED i i i i i I I !(��R�j =LL_---____JJ I I� I I� V Q II I O l a �T VENT CooKroP/HooD TO ExTER1oRO O j6 It =-=J 6 LL EXISTING WALL CDN ONSTRUCTION �OOK II�® I i� ,I i I i 00 IIx I10 -' XII I I O V1 -� P� Y�-.II I I POST OUTLINE OF EXISTING ROOF OVERHANG TO x I �I JL=}— — I I� r--- I BE f2Eh10VED i I (2)P/4 x IIS MICROL.FLUSH I I MI r--- I Co OUTLINE OF EXISTING WALL TO BE REMOVED I I i 11 1 i I O = FWDTUI �f ^ I 4X41 I I I 4X4 X O _ OM ''0Bi -,-- ----(.��.L�4_��.L11CR91�1�L 1_ POST L--- / X - (2)2 x 10 (2)-2 ) 10- MAS OOM G 4111 I IDlu I ± 3 -m' 48 I6� ±12'-O" 125 1" BLUESTONE FINISH At Z PLATFORM �, 1! �� 11-- f1231� -n— -rl- —r r— —1 r I T— -IT -� OPEN TRELLIS ABOVE � 0 II IIII % II III II II II II II I � <r 2" x 10" BLUESTONE CAP At III I I I I I I I I I I I I I I III I I I I I rn PLANTER WALL WITH THIN STONE I I I ILL _ r 1 VENEER — _ — — — — — _ _ 1 = — — — Z11— — 2° x 14" BLUESTONE V I I I I I I II I I 1 Hi I I I I I I I I I I I I I I TREAD U u U U u u u "i u u u u u u u I 6" x 6" A.C.Q.WOOD POST O CLAD WITH AXEK. 1 -011 4 t121-011 11 ADDITION y0 BLDG. DEPT. 29 NOV 20 COMMENTS NOTES SCALE: 1/4"=1'-0" REV. 01 NOV 20 L IN NEW FOYER GENERAL CONTRACTOR SHALL SUPPLY AND INSTALL WOOD FLOOR TO MATCH EXISTING AT HALL IN SPECIES,GRADE AND PLANK WIDTH. NEW WOOD FLOOR SHALL BE FINGERED INTO EXISTING. DRAWN BY: J.E.T. REV. FLOORING IN FOYER EXISTING HALL,AND WALK-N CLOSET TO BE SANDED AND FINISHED BY GENERAL CONTRACTOR (I COAT STAIN AND 3 COATS SATIN POLY) DATE: 09 FEB 20 RE/_ 2. IN KITCHEN,POWDER ROOM AND MASTER BATH GENERAL CONTRACTOR SHALL SUPPLY AND INSTALL NEW t PORCELAIN TILE ON FLOOR AND WALLS AS SI-M ON BATH ELEVATIONS. MATERIAL ALLOWANCE OF *W/ SF.CONTRACTORS NET INCLUDING WASTE AND TAX COLOR OF GROUT TO BE SELECTED BY OILNER 3. ALL NEW BASE MOULDING,DOOR AND WINDOW CASING SHALL MATCH EXISTING IN SPECIES,PROFILE AND PROJECT N 0. Q . 9FINISH. 4. ALL NEW WINDOWS NOTED SHALL BE ANDERSEN 400 SERIES,WITH STANDARD LOW-E GLASS AND SCREENS. COLOR TO MATCH EXISTING. HARDWARE AND SCREENS SHALL MATCH EXISTING. VERIFY IN FIELD 5. EXTEND/MODIFY EXISTING HVAC.SYSTEMS INTO ADDED AREAS AS REQUIRED. VERIFY ADEQUACY OF DRAWING / EXISTING SYSTEMS PRIOR TO BID AND QUALIFY BID AS REQUIRED. OF J I 6. IN EXISTING DINING ROOM,GENERAL CONTRACTOR SHALL SUPPLY AND INSTALL THRU WALL MMI-SPLIT SYSTEM TO PROVIDE A/C IN DINING ROOM. UNIT r0 BE MOUNTED ON WALL WHERE EXISTING DOOR IS r0 BE REMOVED. COORDINATE WITH OWNER IN FIELD. 1. ALL FLUSH FRAMING CONNECTIONS SHALL BE TECOV. ALL FLUSH BEAM TO BEAM CONNECTIONS SHALL BE THESE PLANS ARE AN INSTRUMENT SERVICE AND ARE THE PROPERTY OF THE ARCHITECC T. INFRINGEMENTS WITH TOP MOUNTED WILL BE PROSECUTED. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR FIT AND QUANTITY OF WORK. NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. . C 2020 Thalheimer Architecture E 1 THALIIEIMER A R C H I T E C T U R E TWENTY ONE CENTER STREET NORTHPORT NEW YORK 11768 631 754 8621 �- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — -1 i I I I I � I � I � I I � I � I EXISTING ROOF CONSTRUCTION I I I EXISTING CUPOLA TO REMAIN I NEW CLOSED WOVEN VALLEY 6 I W I OUTLINE OF WALL BELOW BLEND IN NEW ROOF CONSTRUCTION WITH EXISTING.PATCH TO MATCH AS REQ. Y I EXISTING BAY WINDOW BELOW TO BE REMOVED - - -- FIBERGLASS SHINGLES AT NEW ROOF CONSTRUCTION TO MATCH EXIST. OUTLINE OF EXISTING ROOF TO BE I -1 - ' •�-�� I " -�� -� r"t� REMOVED i-- PROVIDE CONT.VENT AT RIDGE 44 APRON FL48WING AT WALL /ROOF PROVIDE CONT.VENT AT SOFFIT I -li - - - - -., NEW GUTTER AND LEADER TO MATCH EXIST. r-- NEW ROOF PITCH SHALL MATCH- EXISTING 'I4J � - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 OUTLINE OF EXISTING ROOF t0 BE _ _•__•__� L— -. --. .__.__ .� --.. . REMOVED L_ 77: �I SINGLE PLY MEMBRANE ROOFING OF MG -. SYSTEM PITCHED TO PERIMETER GUTTER g : OUTLINE of WALL BELOW i FASCIA ON BOTH SIDES t0 ALIGN AND - - -=-�•'-.::- --'�- - - I I O BE LEVEL - ---- ----- -- - - - - -- I I PERIMETER GUTTER AND LEADER OPEN T1LLISU L L UA. APRON FLASHING AT WALL /ROOF 8 UNDER EXIST.SIDING it CUT BACK EXISTING ROOF AS REQUIREDi6 ''� FOR NEW CONSTRUCTION F N "tp EXISTING FASCIA /SOFFIT TO INTERSECT ,4 NEW TRELLIS BEAM. VERIFY IN FIELD 6 ALUM.DIVERTER CHANNEL AT NEW BLDG. DEPT. 29 NOV 20 SETBACK FASCIA COMMENTS PATCH TO MATCH EXISTING ROOF CONSTRUCTION AS REQUIRED DUE TO CONSTRUCTION SCALE: 1/4"=1'-0" REV. 01 NOV 20 DRAWN BY: J.E.T. REV. �00 �� � NORTH DATE: 09 FEB 20 REV. PROJECT NO. ", Q �� J � ,� DRAWING rawVR @D OF 91 THESE PLANS ARE AN INSTRUMENT OF SERVICE AHD ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR FIT AND QUANTITY OF WORK. NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. . C 2020 Thalheimer Architecture i i I EXISTING ROOF CONSTRUCTION PROVIDE CONT.VENT AT RIDGE TYPICAL ROOF CONSTRUCTION ' FIBERGLASS ROOF SHINGLES 30+ROOFING FELT ICE 4 WATER SHIELD (SEE SPEC Sia" EXT.GR PLYWD. LIIEIIIZER EXISTING ROOF C:CNSTRUCTION ROOF RAFTERS SEE PLANS A R C H I T E C T U R E PROVIDE 11 CONT.VENT AT RIDGE NEW DORMER CONSTRUCTION. BLEND IN WITH EXISTING ROOF AS REQ. TWENTY ONE NEW DORMER CONSTRUCTION. BLEND IN WITH EXISTING ROOF AS REQ I FIXED TRANSOM WINDOWS AT GABLE CENTER STREET I END WITH AZEK TRIM SINGLE PLY MEMBRANE ROOFING NORTHPORT SYSTEM PITCHED 1'0 PERIMETER RUN __.- APRON FLASHING AT WALL /ROOF MEMBRANE UP WALL OF DORMER - NEW YOAK SINGLE PLY MEMBRANE ROOFING GUTTER AND LEADER --- --"""--" " SYSTEM PITCHED TO PERIMETER RUN ii lm 11768 MEMBRANE UP WALL OF DORMER 11 11 8 OPEN TRELLIS _ 631 754 8621 GUTTER INCORPORATED WITH TRELLIS - DECORATIVE BEAM END FIRST FLOOR CEILING OPEN TRELLIS EL. t (+108'-09 -------- ------------ ---------------------- 4. UL REMOVE EXIST.DOOR IP::;7 -------I I1 DECORATIVE BEAM END b x b A.C.Q.POST CLAD WITH AZEK -_ WINDOW WITH AZEK TRIM @ NEW WINDOWS/AZI=K TRIM I I -_- �` -- TYPICAL WALL CONSTRUCTION �— -- WOOD SIDMG -- zz - - -- ---- J -- DRAINAGE MAT VAPOR BARRIER _ SIDING AT NEW WALL CONSTRUCTION TO i i � ------------ -- --� CDX PLYWOOD SHEATHING - -- " --- - MATCH EXISTING - -- - — - 2'x b"WOOD STUDS a 16"O.C. -_- 2" BLUESTONE CAP AT PLANTER WALL i RR 21 BATT INSUL - 3C-P FLOOR I —- --- e"GYP.BD.FINISH MT. 11� __ _ _ _ _ EL. ! (+100'-0") DATUM ------- - t � THALIIEIER A R C H I T E C T U R E TWENTY ONE CENTER STREET NORTHPORT NEW YORK 11766 631 754 6621 PECK � CT ?IGr4� NOTES � GTfi�IG,�� 1. ALL WORK SHALL CONFORM TO N.E.G., AND THE 2015 I E.C.C. WITH 2011 N.Y.S. DUPLEX RECEPTACLE to SUPPLEMENTS. ALL WIRING SHALL BE COPPER. 01 DEDICATED OUTLET AT PANEL r__I 2. ALL FIXTURES AND LAMPS TO BE SUPPLIED 4 INSTALLED BY GENERAL CONTRACTOR r--q DUPLEX G F I RECEPTACLE PROTECTED ^ I EXCEPT AS NOTED. �� AT PANEL II 3, GENERAL CONTRACTOR SHALL PROVIDE AIR-TIGHT SEAL HOUSINGS AT RECESSED USB RECEPTACLE WITH USB CHARGER LIVING ROOM ii FIXTURES AS REQUIRED BY CODE. LEVITON MODEL 2 DINNING ROOM DN HEIGHT t0 BEVERIF VERIFIED IN FIELD 5 ,I 4. EXACT LOCATION OF ALL FIXTURES, SWITCHES AND DEVICES SHALL BE DETERMINED IN LED TAMPER RESISTANT DUPLEX OUTLET FIELD BY OWNER PRIOR TO ROUGH IN. WITH NIGHTLIGHT BY LEGRAND 0 NTL 885 TR W 5. ALL SWITCHES AND DIMMERS SHALL BE ILLUMINATED EXCEPT IN BEDROOMS. ALL wr DUPLEX G F I RECEPTACLE DIMMERS SHALL BE 'UNIVERSAL' WITH RAINTIGHT WHILE IN USE COVER/ CLEAR ^ �0 6, ALL LED LAMPS SHALL BE 2100K / WARM WHITE UNLESS NOTED OTHERWISE IN $ NEW SWITCH / SINGLE POLE SCHEDULE. I' CI 0 -- METER NEW JAMB SWITCH DN 5 1. GENERAL CONTRACTOR SHALL SIZE ALL DIMMABLE MAGNETIC POWER SUPPLY UNITS ' NEW DIMMER / 600 WATT AS REQUIRED FOR LOADING. $D 4 , •� , $r NEW TIMER SWITCH GENERAL CONTRACTOR SHALL PROVIDE CATALOG CUTS OF ALL SUPPLIED LIGHT I -� Ah FIXTURES TO OWNER FOR APPROVAL PRIOR TO ORDERING. C NEW CARBON MONOXIDE DETECTOR r , AASTER O BAtHO NEW SMOKE DETECTOR i\` III aana CLO Railcl� TO EMT.-' A DECORATIVE FIXTURE AND LAMP TO BE H �_'-�- -T WITCH It � � SUPPLIED BY OWNER AND INSTALLED BY r„��, �, ;� ► ; �' ; GENERAL CONTRACTOR I JII L_� J B DN S C - a - NEW 4” LED RECESSED HIGH HAT WITH WHITE r—r-„ / r" I I I I i TRIM. 2100K LAMP / '300 LUMENS H ('j"')j �%CJI i i i i i i ----- A �\ S rJJ I 3 c NEW LED RECESSED LENSED CLOSET FIXTURE I WITH WHITE TRIM . 2100K LAMP / 900 LUMENS I II 0 L_r_JJ \ / MICR a _''\ Y A It D NEW LED RECESSED LENSED SHOWER EXTERIOR � I FIXTURE WITH WHITE TRIM . 2100K LAMP / '300 LUMENS -— - UNDERCABINET CONTINUOUS LED STRIP TAPE SET I , I (An _ - IN CHANNEL WITH FROSTED LENS COVER MASTER BEDROOM ~' _ - IN LINE EXHAUST FAN BY FANTECH FR-150 OR O IB v,u __ 48 . iLip APPROVED EQUAL -- — L-- �F M •-�- EXTERIOR LED STAKED LANDSCAPE FIXTURE 'RSD A r.. G •02� Opo BLDG. DEPT. 29 NOV 20 COMMENTS SCALE: 1/4"=1'-0" REV. 01 NOV 20 DRAWN BY: J.E.T. REV. DATE: 09 FEB 20 R EV. ELECTRICAL t REFLECTED CEILING PROJECT NO. DRAWING 1� OFI THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR FIT AND QUANTITY OF WORK. NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. . C 2020 Thalheimer Architecture Sia"GOLD BOND XP 5i8"GOLD BOND XP %11 GOLD BOND XP GYP.BD.WITH GYP.BD.WITH GYR BD.WITH L (purple) SPORGA (purple)WDOD SADDLE SPOEn (purple) SPORGRD --- FINISH s CEILING FINISH 6 CEILING FINISH + CEILING t - AND WALL AND WALL AND WALL - --- - THALIIEIMER DOOR DECORATIVE WINDOW «_ �! MIRROR A R C H 1 T E C T U R E -- NEW CASING TO NEW PICTURE FRAME -- MATCH EXIST. CASING TO MATCH -- ---- - -- - EXIST. TWENTY ONE ---- -- i / CENTER STREET NORTHPORT NEW YORK �\ 7 -- VANITY TOILET 11768 631 754 8621 ------- -- `� TILE BASE TILE BASE I _ - i pow rIER ROOM 8 WALE : I/2" == 1'-0" NOTE 1) ALL BATH ACCESSORIES TO BE SUPPLIED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR 1) DECORATIVE MIRROR TO BE SUPPLIED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR r--1 0 W GOLD BOND XP I i g%"GOLD BOND XP 5%"GOLD BOND XP GYP.BD.WITH A GYP.BD.WITH GYP.BD.WITH z -- — / . SPORGARD (purple) _ - { BEYOND SPORGARD (purple) SPORGARD (purple) FINISH ® CEILING 1 FINISH 0 CEILING FINISH 4, CEILING vLu AND WALL , AND WALL , AND WALL SHOWER -- ---- i -- --- xEXIST.DOOR 0 ENCLOSURE r EXIST.WINDOW TILE -- 1 y - — NEW CASING TO - NEW PICTURE FRAME '' MATCH EXIST. - CASING TO MATCH NEW DOOR AT LINEN , - ----- — CLOSET WITH , i EXIST. �,' RECESSED MED. e CAB. - CASING a� I� - — -< \ VANITY n 0 VANITY \\\ \ TOILETLL i _ i --- -\� TILED BASE wz Vl U 2 MASTER 5ATH e4 ti S SCALE : 1R" = 1'-0" O NOTES U ALL BATH ACCESSORIES TO BE SUPPLIED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR 2) EXACT LOCATION AND MOUNTING HEIGHT OF ALL SHOWER FITTINGS SHALL BE VERIFIED IN FIELD ROUGHING OWNER PRIOR TO ROUGHIN �, t�r7 AF�Oh>T � ,rT!'A�LEy�f�� � 3) RECESSEE)MEDICINE CABINETS,VANITY AND COUNTERTOP TO BE SUPPLIED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR � NOC� 021�� -( BLDG. DEPT. 29 NOV 20 PL.UM5ING FIXTURE SCHEDULE COMMENTS NOTES U ALL PLUMBING FIXTURES AND FITTINGS SHALL BE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR PROVIDE SCALE: 1/2"=1'-0" REV. 01 NOV 20 ALL REQUIRED ROUGH - IN AND PARTS FOR COMPLETE ASSEMBLY DRAWN BY: J.E.T. REV. 2) ALL BATH ACCESSORIES TO BE SUPPLIED BY OUNER AND INSTALLED BY GENERAL CONTRACTOR DATE. 09 FEB 20 REV. ROOM FIXTURE FITTING ACCESSORIES ' TYPE MANUFACTURER CAT. NO. MODEL COLOR MANUFACTURER MODEL CAT. NO. FINISH REMARKS PROJECT NO. Q� 9 � KITCHEN SINK KOHLER UNDEF?MOUNT FARMHOUSE K - 6489 WHITE KOHLER ARTIFACTS K - 99259 - CP POLISHED CHROME DRAWING qN TOILET KOHLER CIMARRON K - 3828 WHITE ---------- --------- ----------- ---------- OF POWDER DOOM LAV KOHLER CERAMIC IMPRESSIONS K - 2119 - 8 - GSI WHITE KOHLER PURIST K - 14406 - 3 - BV VIBRANT BRUSHED KOHLER - POPLIN - K - 99530 - LGL - 1WA IN LINEN WHITE 30" BATHROOM VANITY CABINET WITH LEGS TOILET KOHLER GIMARRON K - 3828 WHITE ---------- --------- ----------- ---------- THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE OF MASTER 8ATH LAVATORY (2) KOHLER KATHRYN K - 2330 - 0 WHITE KOHLER FINIAL K - 310 - 4M - SN POLISHED NICKEL THE PROPERTY WILL BE PROSECUUTT THE ARCHITECT. INFRINGEMENTS ED. SHOWER ------- -------- ------- ------- KOHLER FINIAL TRADITIONAL K - TS 313 - 4M - SN POLISHED NICKEL VALVE / HEAD CONTRACTOR SHALL VERIFY ALL CONDITIONS AND K - T10304 - 4M - SN POLISHED NICKEL DIVE:RTER MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR K - 22116 - BN POLISHED NICKEL HAND SHOWER FIT AND QUANTITY Of WORK. NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. . C 2020 Thalheimer Architecture NAILING f ��� �LJ''�' ��� GJ'C�,� D�� / COPE '�'��� CJ' ALL NAILING AND FASTENERS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE RTABLE ( ]Hued jI TABLE 8602.3 _ I FASTENING SCHEDULE FASTENINGSCHEDULE FASTENING SCHEDULE- continued WI DfRE,5 (511iVEGON5TUCTtO \ DETAILS 4 NUMBER AND TYPE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER', '° SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER'-b` SPACING AND LOCATION 4 u fl Floor ITEM DESCRIPTION OF BUILDING ELEMENTS b,. SPACING AND LOCATION 16d Common(31/2 X 0.162') 16"o.c.face nail J girder Blind and face nail OF FASTENER'' Root 14 Bottom plate to joist.rim joist,band joist or 36 x 0 131"nails 0.135 ),or 2 2 s b oor to joist or der 3 16d box(3'/"x 0.1350;or 4-8d box(21/2"x 0.113'0 or blocking(not at braced wall panels) 12"o.c.face nail 2-16d common(3/2 x 0.)62) f t 3-8d common(2'/,"x 0.131');or 3-16d box(3'/2"x 0.135');or 1 Blocking between ceiling joists or rafters to top plate u Toe nail I 25 2'planks(plank&beam-floor&roof) 2 , At each bearing,face nail ? - t1a1111 igt v ; 3-10d box 3"x 0.128 );or 3-16d box(3 /2"x 0.135");or 3 each 16"o.c.face nail 2-16d common(3/2"x 0.162") St 8 oil Center 3-3"x 0.131"nails 15 Bottom plate to joist,rim joist,band joist or 2-Ibd common 31/ "x 0.162');or 2 each 16"'o.c.face nail ) ( =" Fi ! IZ'on center P. blocking(at braced wall panel) ( 2 I 3-16d common(3/2"x 0.162'0 4-3"x 0.131"nails 4 each 16"o.c.face nail 4-10 box(3"x 0.128' or 4-8d box(21/2"X 0.113',;or �, - I -LI1EI11 ER t 26 Band or rim joist to joist End nail NallIng 1A 9ladod Area6 J 2 Ceilingjoists to to 3-8d common(21/,"x 0.131');or per joist,toe nail 4-8d box(2 A"x 0.1 13');or I 4-3"x 0.131"nails;o� J p plate, 3-10d box(3"x 0.128');or r 4-3"x 14 ga.staples, /,d"crown (4 feet Aide from stall adge -1 A R C H I T E C T U R E 3-16d box(3 /2"x 0.135');or or rldSa not Yttludltng t 3-3"x 0.131"nails 4-8d common(21/2"x 0.131');or Toe nailI 20d common(4"x 0.192');or Nail each layer as follows:32"o.c. OVa 4-1 Od box(3"x 0.128');or 4-1 Od box(3"x 0.128' ;or at top and bottom and staggered. r ' • Ceiling joist not attached to parallel rafter,laps over ) �s wd Field, f2CA 6anter ' 3 3-16d common(3 I2 x 0.162'0;or Face nail 4-3"x 0.131"nails ! 10d box(3"x 0.128");or 24"o.c.face nail at top and bottom ,. TWENTY ONE partitions(see Section 8802.5.2 and Table 8802.5.2) 16 Top or.bottom plate to stud t Crld OVa 4 3'x 0.131"nails 27 Built-up girders and beams,2-inch lumber 3"x O 131"nails staggered on opposite sides Ceiling joist attached to parallel rafter(heel joint) 3 16d box{3 /2"x 0.135'0;or layers , 4 Table 8802.5.2 Face nail 2-16d common 31! "x 0.162'0;or And: NallIn for Mill 5haathtngc -' '•• CENTER STREET (see Section R802.5.2 and Table R802.5.2) ' ( 2 End nail 2-20d common(4"x 0.192');or _ st 6°on CCflter 4-1Od box(3"x 0.128');or 3-10dbox(3"x 0.128"):or 3-1W box(3"x 0.128');or Face nail at ends and at each splice 17164, 12'on Center 5 Collar tie to rafter,face nail or 014"x 20 ga.ridge strap to 3-10d common(3"x 0.148');or Face nail each rafter 3 3"x 0.131"nails 3-3"x 0.131"nails NORTHPORT rafter 3-1 Od box(3"x 0.128');or 4-16d box 3'/"x 0.135');or 4-3"x0.13L"nails ( 1 3-16d box nails(3/2"x 0.135');or 17 Top plates,laps at comers and intersections 2-16d common(31/,"x 0.162');or Face nail 28 Ledger strip supporting joists of rafters 3-16d common(3'!2"x 0.162); At each joist or rafter,face nail or NEW YORK 3-10d common nails(3"x 0.148'); 2 toe nails on one side and 1 toe nail 3-3"x 0.131"nails 4-10d box(3"x 0.128');or 4-3"x0.131"nails � 6 Rafter or roof truss to plate or on opposite side of each rafter or 3-8d box(2 /,"x 0.1 13'1:or 11768 4-1 Od box(3"x 0.128');or truss' 2-8d common(,21A"x 0.131'):or 29 Brid in or blocking to joist 2-]Od hoz 3"x 0.128' ,or 2-Sd common I 18 1"brace to each stud and plate Face nail I g g g J (21/2"x 0.131';or 2-3"x 0.131")nails Each end,toe nail ROOF SHEATHING AND WALL SHEATHiNG ATTACHMENT DIAGRAMS � 4-3"x 0.131"nails 2-lOd box�3"x 0.128");or 631 754 8621 4-16d(3'17,'x 0.135');or 2 staples 1-14" SPACING OF FASTENERS 2 DESCRIPTION NUMBER AND ITEM Intermediate 3-10d Common(3"x 0.148');or Toe nail 3-8d box(2 /,"X 0.1 13');Or OF BUILDING ELEMENTS TYPE OF FASTENER;°'` Edges ALL STRAPPING AND CONNECTIONS SHALL BE INSTALLED 4-10d box(3"x 0.128');or 1 (Inches)" supports`'• 2-8d common(2 /2"x 0.131');or (Inches) IN STRICT CONFORMANCE WITH THE MOST CURRENT Roof rafters to ridge,valley or hip rafters or roof rafter 4-3"x 0.131"nails 19 1"x 6"sheathing to each bearing 2-1 Od box(3"x 0.128' ;or Face nail Wood structural panels,subnoor,roof and Interlorwall sheathing to framing and particleboard wall sheathing to framing -[-�j /� p t I * }•� I I }•� '1 �' }-� /� t r 7 ) [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] I I\f-��I- I I�11I AND T"iO�JJ O WI�l DETAILS I S AF&PA WOOD FRAME CONSTRUCTION MANUAL (W.F.C.W.) to minimum 2"ridge beam 3-16d box 3'12"x 0.135' ;or 2 staples, 1"crown, 16 a., 13/4,,lora g gl ) p g g i AND SPECIFICATIONS OF THE SIMPSON STRONG TIE 2-16d common(3'/2"x 0.162');or 6d common(2"x 0.113'0 nail(subfloor,wall)' End nail 3-8d box(2 A"x 0.113');or 30 '/"-'/" 8d common 2'/"x0.131' nail(roof);orRSRS- 6 120 ' CORPORATION 3-10d box(3"x 0.128');or . I a 2 ( 2 ) ( fl; 3-3"x 0.131"nails 3-8d common(2 /2"x 0,131');or Ol(2'/s"x 0.113")nail(root)i -„ Wall 3-IOd box(3"x 0,128'):or - l I 3 staples, 1"crown, )6 ga., 13/4"long 31 19/32 _1+• 8d common nail(21/,"x 0+131'0;or RSRS-01; 6 120 ' oFrsP SPF 16d common(3'/2"x 0.162') 24"o.c.face nail 112/g"x 0.113")nail(roof) =e ,�• - M•dtf Xe. Min.Header Faatenen 20 1"x 8"and wider sheathing to each bearing Wider than I"x 8' Face nail • • . Fa!ners(TohQ upnntt�r Uplift(160) R°h,l uplmttnl uphnnsol 8 Stud to stud(not at braced wall panels) IOd box(3"x 0.128');or 32 1'!8"-1'/4" IOd common(3"x 0.148'0 nail;or 6 12 -` "� ` ' `" "i"'"` 10-1oe 755 1185 110-1oe 645 7115 16 o.c.face nail 4-8d box(21/2"x 0.1 13'):or 8d(2/2"x 0.131')deformed nail MA12 7� 3"x0.131"nails t 3-8d common(21/,"x 0.131"):or 16d box(3t/2"x 0.135');or 3-I Od box(3"x 0.128'):or Other watt sheathin j fsts 7 • 14-toe toss t26s r+sod sus ttoo Stud to stud and abutting studs at intersecting,wall comers 3"x 0.131"nails 12"o.c.face nail z g g 7 i6 Minimum Allowable Allowable 14aed 1055 1265 14.10d 905 1005 9 4 Staples, I"crown, 16 ga., 13/4 long '!2"structural Cellulosic fiberboard V/," cbor OrIII Bit Minimum Ant or Min.End Min.Edge Tension Tension tsrA,e 95 1 !"galvanized roofing nail, / head Model Adhesive An (at braced wall panels) g 4 g g • .P i6 - --_ g �_ _ _ce (100 133 1 i 16d common(31/,"x 0.162 0 16'o.c,face nail 2s SET +h, 35• 41/: r 635. 635' ;Tip' 4000 ��' '-•_-- 11205 1295 16-10d 1035 1240 , _ i sheathing t i No. Type Diameter Diameter mbedment Length Distance Distance •• ,• '�'� • 1 33 diameter,or 1/"ion 16 a staple with ! or 3 6 ) ( ) Floor crown � i i 16d common(3'/,,'x 0.162') 16"o.c.each edge face nail 4-8d box(21/,"x 0.113 ),or 34 / 'structural cellulosic 1'/,"galvanized alvanized roofin nail,'/ head diameter, SET tin 35• 6'-____ a3.• 635 T3: �rrfi 4000 es16 9 116-110d ` 1205 toss t6.10d ,o3s 11240 10 Built-up header(2"to 2"header with /2"spacer) a2 ' g g 116 87881/2 -_ - �s 16d box(3'!2"x 0.135'0 12"o.c.each edge face nail 3 8d common(21/2"x 0.131");or fiberboard sheathing or i'/2"long 16 ga.staple with or 1"crown 3 6 AT +h• B 6 4% r 635• s3s• r� � 0000 21 Joist to sill,top plate or girder 7 Toe nail i _ AT h' _ is 6- _a3': 635• 13? <019 4000 05116 11 , 19.10d ,356 1Gn ta-f0d 1775 1410 3-1Od box(3"x 0.128'):or , 1'/"�alvanizedroofin nail;staple galvanized, /T 5-8d box(2/2"x 0.113),or I 35 /2"gypsum sheathing° ,2 , g P g 7 7 /.Dell n load Is based on the lesser at the armrable tension load based on bond stength, V, 3-3"x 0.13)"nai Is 1/2"long;1/4"screws,Type W or S steeltrength of the rod or(wuplernut,or the bearing toad from the top plate i. ` 11 Continuous header to stud 4-8d common(211/2"x 0.131'1;or Toe nail 2.Ahwable bond strength loads have been increased 331/31/.for earthquake orwind 4-1Odbox(3"x 0.128' 8d box 2 /,"x 0.1 13") 4"o.c.toe nail s 13/4"galvanized roofing nail;staple galvanized, loadmgwithnofurther Imnsaseallowed;reduce where other loads gwem. MoEtINo. Fasunms 11F15P SPF ( _ 36 /8"gypsum sheathing' 15!"lora 15/"screws,Type W or S 7 7 3.Fortwo pour cordaion,Increase anchorlength and embedment 4. J Stud Plate/Foundation Uplift(133) Upnn(160) Uplift(133) Uplln(160) r� lbd Common(3'12"x 0.162'0 16"o.c.face nail 22 Rim joist.hand joist or blocking to sill or top 8d Common{2 /2"x 0.131");or wood structural enols,combination subfloor underla ment to training S.4.Coupt plef rant to br AW orb sed°n grade A3g7f5AE10181hreaded rod. rer. l DSP-• Ifaadxlh 2.7ad)(1•h 660 660 64S 545 12 Top plate to top plate 10d box(3"x 0.128');or plate(roof applications also) I Od box(3"x 0.128'):or 6"o.c.toe nail P y g SP4 6•10dxlvl - 73S 685 630 760 ^ 6.The SFRR h system consists of ore Learing plate.one 1/i x 12'a1'thread rad, I 12' o.c.face nail ! 3 6d deformed 2"x 0.120' nail;or ,. 10-todxlK 1240 1240 1065 1065 3 x 0.131"nails 3"x 0.13]"nails 37 /"and less ( ) 6 12 and one h coupler not with tvimess hotel.44'threaded rod by others. SPH4 - a t 1 12.100x1`% - 1360 1360 1170 1170 j 8d common(2/2'x 0.131')nail 8-16d common(3'/2"x 0.162');or 3-8d box(21A"x 0.1 13'0;or I . _ - . • - ---• - I STHDa 24-16dsi ger Embedded 3195 3195 2750 2750 Face nail on each side of end joint I , , 8d common(21/2"x 0.131')nail;or -` PHM-SDS3 +0 sos'/.x3 W ATR 3610 361° 3240 3240 12-16d box(3!2"x 0.135');or 2-8d common(2 /, x 0.131'):or 38 /9"-1" 6 12 O 13 Double top plate splice (minimum 24"lap splice length 23 1"x 6"subfloor or less to each joist o Face nail 8d deformed(21/."x 0.120')nail ..•- STHDTD 28•ILI stoker Embedded 3725 3725 3205 3205 12-1Od box(3"x 0.128');or 3-IOd box(3"x 0.1_8");or Hrr16 16.16d WATR 3000 4175 2990 3590 each side of end joint) l I Od common 12-3"x 0.131"nails 2 staples, 1"crown, 16 ga., 1 /4"long I 39 1'/8"-1'/4" (3�'x 0.148")nail;or 6 12 PHDS-SDS, 14•SDSYM3 WATR 4685 4685 4zos x205 8d deformed(2'/,"x 0.120')nail ,h H, 3z•16ds raker W ATR szso 5260 4565 5260 �..( (continued) (cnrvin«ed) For ST: 1 inch=25.4 mm,1 foot=304.8 mm,1 mile per hour=0.447 m/s;1 ksi=6.895 MPa. Bearing , (continued) Plate I I TABLE 8301.2.1.2 TABLE 8301.5 ------ TABLE 8301.8 ------ ----------- � 1111•••5 - ''1/•:,a. • TABLE R302.1(1) pT� \ WINDBORNE DEBRIS PROTECTION FAS1rENING MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE TABLE 8301.7 EXTERIOR WALLS I r) SCHEDULE FOR WOOD STRUCTURAL PAN!ELS',b.I° (in pounds per square foot) FOOT OF HORIZONTAL PROJECTION ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS°'` MINIMUM MINIMUM FIRE H/ FASTENER SPACING(inches)` USE LIVE LOAD TRIBUTARY LOADED AREA IN ALLOWABLE EXTERIOR WALL ELEMENT i ,•ati t Panel 4 feet< 6 feet< SQUARE FEET FOR ANY STRUCTURAL MEMBER DEFLECTION FIRE-RESISTANCE RATING SEPARATION DISTANCE •I`•svF. - _ .`''t' FASTENER TYPE ° 1.Soaps rmat Ise are Ida Me span 5 panel span parcel span Uninhabitable attics without storage 10 ROOF SLOPE STRUCTURAL MEMBER Rafters havingslopes rester than 3:12 with lhour-tested in accordance with ASTM E119, • P g t loa fosterers foto each member t LSTA21 4 feet 5 6 feet 5 6 feet ! ° L1180 Fire-resistance rated UL 263 or Section 703.3 of the Building Code o New 0 feet ? being C=Wed to Killen de ti LSTA21 Uninhabitable attics with limited storages 20 o to zoo 207 to 600 Over 600 finished ceiling not attached to rafters 8 f No.8 wood screw based �7/7�1s York State with exposure from both sides f¢tea' t Flat or rise less than r Interior walls and partitions H/180 2.Mtf"p,estrelsmay beused for anchor with 24nch embedment 16 10 8 Habitable attics and attics served with fixed stairs 30 20 16 12 1 tirn5te 1NdNRtea. a 1 foot(1:3) Floors 1'360 Not fire-resistance rated 0 hours >_5 feet y ter,�„t,�,�path, �1 length Balconies(exterior)and decks` 40 - Double 2x t 1n,ttMnertotop p,alrhttw O Rise 4 inches per foot(1:3)to Ceilings with brittle finishes(including plaster Not allowed NA <2 feet 1 i heieerrxmer5orxmvstx No.10 world screw based 16 14 12 h"tt3d minimum i on the same side of was as Fire escapes 40 fess than 12 inches per foot(1:I) and stucco) 1 hour on the underside,of heav timber,or fire- anchor with 2-inch embedment 16 12 9 Y required for header , baser to stud oarlee 0tl. , e Ceilin , with flexible finishes(including sum Projections Fire-resistance rated w° Z 2 feet to<5 feet �T � length Guards and handrails 200" Rise 12 inches per foot(1:1) g gyp' L1240 retardant-treated wood ' forSTUth or beam 4.nedestell".st",a �' h4 l2 12 12 board I add+°°"type•1uy(tl,'"° j '/,,-inch la screw based anchor, r and greater ) 1 em6temtntlor uO•s and 4 g Guard in-fill components 5(P Not fire-resistance rated 0 hours >_5 feet Mrs.ConalnT-u(aaasPEctn `. !t 16 16 16 All other structural members IJ240 a F'y with 2-inch embedment length For SI: t ware foot=0.0929 m',i and rare foot=0.0479 kPa, foe mhndnp op°d as. Passenger vehicle garages' S0' p° ! Exterior walls-wind loads"with plaster or Not allowed NA <3 feet Threaded Rod 1 s.Forst enomoral9e ware i c F1r722 For SI: I inch=25.4 mm,I foot=304.8 mm,1 pound=4.448 N, I inch per foot=83.3 mm/m. H/360 based on a minimum end ';y - ! 4 t^ stucco finish i Openings in walls 25%maximum wall area 0 hours 3 feet CNW Coupler Nut distance equal to Ire tenpth or �K I. mile per hour=0.447 m/s. Rooms other Than sleeping rooms 40 .r''✓ a.This table is based on 180 mph ultimate design wind speeds,V,"and a 33- 8301.7 Deflection. The allowable deflection of an struc- Exterior walls-wind loads with other brittle embedment Fr to the er er t i V 1 1 Sleeping rooms 30 y finishes H/240 Unlimited O hours S feet Minimum SimpsonniSt1o01 the STHDa foot mean roof height. tural member under the live road listed in Sections R301.5 edgedrstance t b.Fasteners shall be installed at opposing ends of the wood structural panel. Stairs 40` Exterior walls-wind loads'with flexible finishes H/12 Comply with Section 8302.4 <3 feet „1-.- e,Ant mradPad o{ and R301.6 or wind loads determined by Section R301.2.1 Penetrations All Fasteners shall be located not legs than I inch from the edge of the panel. Lintels supporting masonry veneer walls` 1'600 Nara r wired 3 feet t: Mint um end Amber Sot shall not exceed the values in Table R301.7, PP g arY1 c.Anchors shall penetrate through the exterior wall covering with an ch ce W For SI: 1 foot=304.8 mm. 07 embedment length of not less than 2 inches into the building frame. Note:L=span length,H=span height. ,; •,rs•. ! s Fasteners shall be located not less than 2'/2 inches from the edge of a. For the purpose of the determining deflection limits herein,the wind load NA=Not Applicable. concrete block or concrete. shalt be permitted to be taken as 0.7 times the component and cladding a.The fire-resistance rating shall be permitted to be reduced to 0 hours on the underside of ti, rave overhang if fireblocking is provided from the wall to,plate d.Panels attached to masonry or masonry/stucco shall be attached using (ASD)loads obtained from Table R301.2(2), to the underside of the roof sheathing. j - vibration-resistant anchors having an ultimate withdrawal capacity of not b For cantilever members, L shall be taken as twice the length of the b.The fire-resistance rating shall be permitted to be reduced to 0 hours on the underside of the rake overhang where gable vent openings are not installed. _- less than 1,500 pounds, cantilever. W ALL STRAPPING AND S SHALL BE INSTALLED IN STRICT CONFORMANCE STRAFF INC AND HOLDOU V DETAILS WITH THEM ST CURRENTVAF&POANWOOD FRAME CONSTRUCTION MANUAL'(W.F.C.W.) AND SPECIFICATIONS OF THE SIMPSON STRONG TIE CORPORATION 4•8d Gontf>Sdrl W116 111114• - Aing.lol8> - V1 -IOd Ails,typical - ! 2x4 Gont�'ucua ••�'--x ! lateral tears lase ovary other Hall hale LGTM 6 lest cel confer O [� in! a row to provide the i •_ 1/2" Spacing- p _ allows J / Nolle :° cadGGari�teulr to rte !,2 laches holddown r�---�-� 98- bd t,omrn�rl Halle Cxbla end studs Installation I I ' Endwart ! I .. fspacing for nails Corner stud • e s Holddown-� a connected to ° RAI-W ' transler shear • • PORTION • • CLEAR / nails Common , SPAN V2'C�+ Surra dr-cptall ��� i • e�! Halls at 6" o.c.5 Ayr- e e i ��_ • • 2x4 Block nailed to each brace M RA1FT1rR - with 4-I0d malls oetwall screws, 10' en center c AR SpAK `� D Af�C�i� tt�13 STtuaP cotauE,G�TTOL.), i';?s: xiw•' Id-!' 1�7i1s �G ,��THAC�yc� )>�otvr•a VtvtG>^s by 510-lQso�.l •s,R.o>JC,•nt" ' '.. I F TIG) ss et as <as t=oa�c�t,�s : ,'. l� inche9 Note, Ste m be installed Lnryrldll screm,11 on center biv.A0b SNKN.L ft-,f- 1'14 Y. �j OL. 7<ZoCf4-1(4E Provide mSntmum <b • 4 Solid block]ng C01l,t_r7 STeiO4P - Slf'MPSCU SM01_L -n t`-CS.2o ,•3• • 4 e M over l ood gheathln r�.1t /-1�]TIr�OSTtJ2y STY.ucTueeS - P1-105 90 MIN. 'r a end dl9tanets p� II� r' 14, ih STU •la�� rns�, U s �A� :w, relxr to 4-8ci Common Waits train. Strap' ma be installed �o a, 5tr F�cb^fFa,.i•E.oL+y ¢.,rt�,�i2EaD+Q'T EAt-u tiwC� i LENbTN ':•.,..i•c•;i„• . • � t TLO Sro2 y SreurnlTtES w1T}ateaDF - P1108 �:;r.•...;r ;1a' shear Note, S�dlvra119tUd3 pl'X,►_; L Sll,'Z w5'r (4i) e)d Corvsfr,CXb 1.11J1L5 c v• •, , i r G Geo ,I ?I MIA 7 SI YL UsE {Q'� �d roti) 1J/a11LS P1tt«a 7 7/1'7.. .24SWS 141/3 FAS'EUE.e� J1P _JlftOftG�TI GS�� G� L� vs'MIN.( I2 min. COILED STRAP over plyrrobd sheathing 5 P'ROQIC*- mAp'm E-OLI-1 PAIa.or- caK�rtlCRs �sE �ETRoS 1?,?,oxTra 10 �Po,cy r1 L• At�ifst.i� 51MPE 5TR4NCy-TIE c,:' FROM retxr p 021��� sT¢yat aTtE ►sor 2E�D, t�+4r(ra co-w� nE5 cam E�ts�luc, co>Js-Y<1c.�tc+ t. 5> NDI4RJ, 112 GA.,GALV. I n ! ID-Sd Halls OF P1L-� �t� 2-A 4,"IL.1, A]T1T �As� 10 etac.�k IFAIIL or- UPLIFT CONNECTION: FLOOR-TO'-FLOOR COI TRRAAPxG-TIE G5�0 '9 �Q F� St OE tclra�/.sPP�.Un•Cl1`Jt1S :JS7< M,11•.+1r1,�at'Y� ii<AFt S t}., utPPE�T�t�t7d� toTrlc. 2 s-tl•JD';, GEiLIN� BRACING GABLE EN26ALL HOLDONN: TYPE I INSTALL AT CVERY 5TUP 16 INCHES ON CENTER ! Ht_l.I�0Lr,.IL_1 -INPI✓ 4 - QEA4_. or- E�IsrluC, 5EE PLAN FOR LOCATION5 INSTALL 6 FEET oN rr.NTER MAXIMVNI COMMENTS LDG. DEPT. 29 NOV 20 SE.F t�rs,ri ro��+xa1-t•tou GouSYYut'1"141_.1 j I I I - I I ! ! I SCALE: N.T.S. REV. 01 NOV 20 1-Y�'Bolts O 6 5�xnson Strong-Tie N10 1 3'�5035,4 total q c}d.x 1'2' smooth sila`l i o Nanstgt ° 1t�t11l d-&I Gomnon r�a11s min. hot-dlpptsd gdlvrnlzed i DRAWN BY:J.E.T. REV. bd Goremcrl rolls o 0 88- 6d Common nails t � DATE: 09 FEB 20 REV. o ° ONE#4 U> ev other nnll hole •-` ,.- •• _•J • e ° ° FWAR I N In a ror( to provide the p' " • ° ° ° BFIEAR GOML' Code->•eaUfrad Minimum �� 2x , ° ° ° ! center-to-center 12 Inches EMOt'�MeNr • ° o ° 12'MIN. spacing for nails rota: Provide two gtra�ns PROJECT NO_ Q 6 .• `a; is LE1lGTN ° o ° a REAR LEN&TH or all �f FZQ1' Cr9 ��• •; .•{ ell' MEN. REDAR ° 12 Inches e ° ° a' 2 -Y;X5,a panslon Bolts DRAWING 51MP50N aTRdNG-TIE O St A 1=J , 12 GA,.G��/, MIN.RESAR a: .� ?,i: and up tnskie 4 • &Ierman Halls min, 0F� IRON -TI ,,:,'� 1_l±tJ6TN face o plate. FT-5, 10 6A.,6AJ_V. 2•Sd na11s on+00th side of plate I t l� NaEo( Str g m be lnsEallad Notet Straps m be Installed over i wad sheathin HOLnOWN: TYPE 4 SJMPSON�TRONG-TIE over ► r(ood sheathin P y g AT EX15TlNG GONSTRUGTION HOLDOWN: FLOOR-TO-FLOOR Pot,ndatron wall p y g THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE S0Ff014, 12 6A., GALV. THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS 5EE PLAN FOR LOCATIONS SEE PLAN FOR LOCATIONS T SIMPSO STRONG-TlE Ga20 'aIMPSON STRONG-TIE: Gala WILL BE PROSECUTED. t� �l•� co�LEp s�zAP L HOLDOWN: TYPE 2 HOLDOWN: TYPE 3 IGOiLED � `P CONTRACTOR SHALL VERIFY ALL CONDITIONS AND SEE PLAN FOR LOCATIONS SEE PLAN FOR LOCATIONS UPLIFT l MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR �lFT GONNEGTIUN: ROOF-TD-WALL FIT AND QUANTITY OF WORK. NO ALLOWANCES SHALL �- - -- ---- --- - ----- -- -- ---- ,r INSTALL ON EVERY RAFTER fb INCHES ON CENTER---- UPLIFT CONNECTION: FIRST FLOOR FRAMING I� i BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY - - -- ---- - -- -- ---- - - ------ -- -- - -- - --------I ERROR OR 1tEGLECTON HIS PART. . INSTAL!. AT AVERY $IUD fb INCHES ON CENTER II I C 2020 Thalheimer Architecture THE DETAILS BELOW ARE SHOWN FOR PURPOSES OF AIR SEALING AND 2020 ENE RCS` ' CONSERVATION CONSTRUCTION CODE CONFORMANCE TO 2020 ECCCNYS.THEY ARE NOT MEANT FOR DESIGN OR AESTHETIC PURPOSES. OF ` 'E W `rO fR< STATE TATE EXPANDING FOAM SEALANT THE UNDERSIGNED CERTIFIES THAT TO THE BEST OF HIS/HERS KNOWLDGE,BELIEF AND PROFESSIONAL JUDGEMENT THE ROOF SKYLIGHT ATTACHED PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH CHAPTER 11 (RE)OF THE STATE UNIFORM CODE. —ROOF RAFTER ATTIC INSULATION r r RIGID INSULATION RIGID FLUOR ION*R- GE GENERAL NOTES' R-VALUE/THIC(NESS PER CLIMATE RIGID INSULATION'R-VALUE EPTH PER CLIMATE' TABLE N7102.4.1.1(R402.4.1.1) Iy (y ATTIC INSULA COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER of ENCLOSURE AIR BARRIER AND INSULATION INSTALLATION' SITE BUILT ATTIC ENCLOSURE-MECHANICALLY SECURED COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA 1) ALL WORK IN THE PROPOSED ADDITION AND TI�ALI IEII�IER EXPANDING FOAM SEALANT -- -- / A continuous air barrier shall be installed in the building AREA OF ALTERATION SHALL CONFORM WITH THE CONTINUOUS BEAD WOOD TRUSS FRAMING — / envelope. 2020 ECCCNYS A R C H I T E C T U R E / Air-permeable insulation shall not be used as a sealing OF SEALANTMONISM / General requirements The exterior thermal envelope contains a continuous air material. SHEATH INTERIOR OF barrier' 2) PRIOR TO FILING FOR CERTIFICATE OF ATTIC ACCESS TO / Breaks or joints in the air barrier shall be sealed. OCCUPANCY, GENERAL CONTRACTOR SHALL n / The air barrier in any dropped ceiling or soffit shall be TWENTY ONE INSTALL SHEATHING AT ATTIC +1 OF INSULATION LEV i COMPLETE AND POST A 'PERMANENT / aligned with the insulation and any gaps in the air barrier LCHANICAL LATCH TO PRESSURE Ceiling/attic scaled. The insulation in any dropped ceiling/soffit shall be CERTIFICATE' SIDE OF SKYLIGHT SHAFT 1 RIGID INSULATION SEAL AT WEATHERSTRIPPING Access openings,drop down stairs or knee wall doors to aligned with the air harder. CENTER STREET unconditioned attic spaces shall be sealed. I 3) SEE DETAILS BELOW FOR INSULATION R - SKYLIGHT SHAFT CANTY INSULATION Cavities within corners and headers of frame walls shall I ' be insulated b coin Ietet fillip the cavil with a I VALUES OF TYPICAL CEILING, WALL, AND FLOOR NORTHPORT The junction of the foundation and sill plate shall be sealed. Y completely g Y ATTIC INSULATION CEILING GYPSUM BOARD 1 P P Pexteriormaterial having a thermal resistance of not less than R-3 I I CAVITY CONSTRUCTION The unction of the to late and the to of walls ACCESS PANEL MANUFACTURED PULL DOWN STAIR wau5Exterior x ench. shall be sealed. NEW YORK GYPSUM BOARD LINER DRAW ACCESS PANEL SNUG AS AIR BARRIER shall be lensubsta insulation ndinc continwallsuous 1 CONTINUOUS BEAD Knee walls shallbcsealcd. shall be installed in substantial contactandincontinuousl �') SEE ATTACHED DATA FOR REQUIRED WINDOW WITH PERIMETER SCREWS alignmentwith the air barrier. / DOOR FENESTRATION 'U' AND 'SHGC' FACTORS 11768 OF SEALANT The space between framing and skylights,and the jambs of TRIM AS REQUIRED windows,skylights and doors windows and doors,shall be sealed. — 5) SEE ATTACHED ENERGY CODE INSPECTION FINISH CEILING CONTINUOUS BEAD Rimjoists Rimjoistsshallincludetheairbarrier. Rim joists shall be insulated. CHECK LIST FOR REQUIRED INSPECTIONS, ETC. 631 754 8621 OF SEALANT Floor framing cavity insulation shall he installed to CONTINUOUS MINIMAL maintain permanent contact with the underside of I 6) A MINIMUM OF SO% OF PERMANENTLY Floors including cantilevered subfloordecking.Alternatively,floor framing cavity I INSTALLED FIXTURES MUST HAVE HIGH-EFFICACY EXPANDING FOAM AT floors and floors above The air barrier shall be instated at any exposed edge of insulation shall be in contact with the top side of I garages. insulation, sheathing or continuous insulation installed on the LAMPS DETAIL IL. J` T SJ/�I'L.IC��It 1Dt,�tlL lett ATTIC: -IA�'C�I DETAIL J� t fi�U�..l.. ppUJf�( ,4�'tIC ST,41i� WINDOW PERIMETER underside theof op framing;pend rimeter namingg from he f� f•,� I\ f.� f.� bottom to the top of all perimeter floor framing members. -U PRIOR TO START OF WORK, GENERAL Crawl space walls Exposed earth in unvented crawl spaces shall be covered Crawl space insulation,where provided instead of floor CONTRACTOR SHALL VERIFY WITH TOWN OF with a Class I vapor retarder with overlapping joints taped. insulation,shall be permanently attached to the walls. SMITHTOWN IF BLOWER DOOR TEST FOR PROJECT Shafts,penetrations Duct shafts,utility penetrations,and flue shafts opening to — WILL BE REQUIRED AT COMPLETION OF WORK. exterior or unconditioned space shall be scaled. GENERAL CONTRACTOR SHALL COORDINATE Batts to be installed a nae f cavities shall he cut to fit WORK AS REQUIRED. COST OF TEST TO BE PAID Narrow cavities _ or narrow cavities shall be tilled with insulation that on installation readily conforms to the available cavity FOR BY OWNER WINDOW UNIT AS space. AIR BARRIER Garage separation Air sealing shall be provided between the garage and — conditioned spaces. CONTINUOUS MINIMAL ' Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal EXPANDING FOAM AT envelope shall be sealed to the finished surface. envelope shall be airtight and IC rated. WINDOW PERIMETER In exterior walls,batt insulation shall be cut neatly to fit Plumbing and wiring — around wiring and plumbing or insulation that on installation,readily conforms to available space,shall PROVIDE RIGID extend behind piping and wiring. e'er CONTINUOUS BEAD The air barrier installed at exterior walls adacentto INSULATION BAFFLE CONTINUOUS BEAD OF SEALANT Shower/tub on exterior wall showers and tubs shall separate the wall from the shower or Exterior walls adjacent to showers and tubs shall be AROUND VENTILATION INSTALL 1 RIGID OF SEALANT zub insulated. CONTINUOUS BEAD OF ADHESIVE CHUTE-FOAM SEAL INSULATION AT CONTINUOUS BEAD ^ BOTH HORIZONTAL AND CONTINUOUS BEAD Elcctricallhone box on The air barrier shall be installed behind electrical and PERIMETER OF — CAVITY INSULATION OF SEALANT OF ADHESIVE exterior walls communication boxes.Alternatively, boxes shall RIGID INSULATION DRAINAGE PLANE —I VERTICAL POSITIONS CONTINUOUS BEAD beinstalled. HVAC supply and return register boots that penetrate CONTINUOUS BEAD OF SEALANT INSTALL EXPANDING (LEAVE 3/8" GAP FOR OF SEALANT IHVAC register boots building thermal envelope shall be sealed to the subfloor, — wall covering or ceiling penetrated by the boot. PROVIDE STUD CAVITY CLOSURE FOAM SEALANT AT EXPANDING FOAM) FLOOR TRUSS Where coverequired tobesealed,concealed fire sprnklersshall ON THE BACK SIDE OF EACH INTENTIONAL GAPS ASSEMBLY only be sealed in a manner that is recommended by the STUD CAVITY Concealeds sprinklers manufacturer.Caulking crotheradhesive sealants shall not — AT 1" RIGID --EXISTING FLOOR P be used to fill voids between fire sprinkler cover plates and INSULATION ASSEMBLY walls or ceilings. a.Tnspection of log walls shall be in accordance with the provisions of ICC 400. CONTINUOUS BEAD CAVITY INSULATION CONTINUOUS CONTINUOUS BEAD OF SEALANT OF SEALANT— OF SEALANTNkqpW UM 1/2" CONTINUOUS BEAD PROVIDE SOLID BLOCKING OF SEALANT ^ BENEATH KNEE WALL 1" RIGID INSULATION CONTINUOUS BEAD OF SEALANT W CAVITY INSULATION SOFFIT CLOSURE INTERIOR GYPSUM WALLBOARD 1 AS AIR BARRIER ~ 0 DETAIL AT ATTIC. GRID WALL DETAIL AT CANTILEVERED FLOOfi� DETAIL AT FLOOR 5AND DETAIL AT UPPER WALL �D ReM ATTIC OR FWr FNS?M FLOOR - - - - %I cvx PLYWOOD ---- - - - -- - 'CDX PLYWOOp 2 x I0 CEILING JOISTS *1 OG Z W GTP.BD.FNISN til'. UI4Ll 2 X IV FLOOR JOISTS 16.O.C. - I i\ Ir I PROVIDE BLOCKING AT I I , � 2 x b FRAMINGSTUD CAVITY AT AT EXTERIOR WALL OWER ' ( R 3O BATT N&LATION -_ ROR2I BATT N&A ATICN CONTINUOUS BEAD OF OR SPRAY FOAM SPRAY FOAM,SEE MAN CEMENT BACKER BOARD SEALANT am PLAN • \ ;'ER-30 Batt NN ATION TUB SURROUND FINISH TUB UNIT (\ — --_ _-- -- SI R RA 11 _--�- `---- \.-_-' ! BIDINGIS O OVERSR DR4NAGE V1 TUB SUFtRi UNC l MAIL�VAPOR i. �i'GYP BOARD FINISH AT CEILING i. (BEYOND) PROVIDE CAIII. M AT ALL JONIS AND SEAMS AS TILE SURROUND FINISH � TAPED AND 6PACKl.ED CONTINUOUS BEAD OF' CEMENT BACKER BOARD CONTINUOUS BEAD REWIRED TOCOAFOWWITMCODE SEALANT —PREFAB FIREPLAI E•Y IT OF SEALANT CRAlllBPACE/dABEI'Btt PROVIDE BLOCKING AT INSULATED EXTERIOR INSULATED EXTERIOR STUD CAVITY W TUB STUD WALL STUD WALL CE IL INC% ENVELOPE WALL ENVELOPE FLOOR ENVELOPE AT EXTERIOR WALL THIN-PROFILE WALL INSTALL INTERIOR SH ATHING CONTINUOUS BEAD INSULATED EXTERIOR SHEATHING PRIOR TOINSTALLATI NOF OF SEALANT STUD WALL PREFAB FIREPLACE U JIT THIN-PROFILE WALL L I_ J. U SHEATHING CONTINUOUS MINIMAL SHEATnous BEAD o — EXPANDING FOAM AT SEALANT MANUFACTURED WINDOW PERIMETER SHOWER PAN TYPICAL CAVITY CONSTRUCTION 0 EXPANDING FOAM CONTINUOUS BEAD OF SEALANT •—WOOD FRAME EXPANDING FOAM M FLOOR ALSSEMBLY— ED AR r--•I —WOOD FRAME FLOOR ASSEMBLY —WOOD FRAME �R FLOOR ASSEMBLY WINDOW UNIT AS AIR BARRIER 4 •• CONTINUOUS MINIMAL .41 u EXPANDING FOAM AT DETAIL AT TU5 DETAIL AT SHOWER DETAIL AT PRI=FA5 FIREPLACE WINDOW PERIMETER CONTINUOUS BEAD ONS OF SEALANT CONTINUOUS BEAD OF ADHESIVE BLDG. DEPT. 29 NOV 20 CONTINUOUS BEAD COMMENTS OF SEALANT ` SCALE: N.T.S. REV. 01 NOV 20 GYPSUM BOARD BOX ENCLOSURE x? .. ,,�. i '�i DRAWN BY: J.E.T.REV. t ATTIC INSULATION PLUMBING PIPS— ATTIC TRUSS '°§ �.. y.;. CONTINUOUS BEAD DATE: 09 FEB 20 REV. . , " tg '• ,Yr K;;,: OF SEALANT IX O TOP PLATE sranrn I n?lake-;,ff5 andh,nt5 CONTINUOUS SILL SEALER - FULL WIDTH OF MUDSILL 3„ — – – – PROJECT NO. d 3" MIN 3" FOUNDATION WALL AS @D 9 1 EXPANDING FOAM _ . SEALANT MIN MiN — — AIR BARRIER CONCRETE SLAB AS .. • AIR BARRIER DRAWING WALL STUD - • EXPANDING FOAM SEALANT AT PERIMETER ' ' • • OF CONTINUOUS BEAD OF SEALANT r ._ •a , • DRYWALL CEILING .• e RECESSED LIGHTING FIXTURE BLOCKING AS REQUIRED .• j THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND N BE MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR DETAIL AT PIPE THRU WALL DETAIL AT LIGHT FIXTURE DETAIL AT DUCTWORK DETAIL AT LOWER WALL 5UILDING THERMAL ENVELOPE FIT AND QUANTITY OF WORK. NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY TTIIS DETAIL TO BE USED WHEN NOT ERROR OR NEGLECT ON HIS PART. . INSTALLING IC RATED HOUSING C 2020 Thalheimer Architecture I 1 10" 2" x 10" BLUESTONE CAP WITH 3/4" EXT.GR PLYWD. tHER'1AL EGDE R-30 BATT NSUL. R 21 BATT INSIUL / 1" BLUESTONE,RANDOM - -.-PATTERN,MORTAR SET THALIIEIMEI� FJ.SEE PLAN — Si8" EXT.GR PLYWD.SHEATHING AT PLATFORM FINISH CHAMFER BACK SIDE OF WALL AS 011 ALIGN W/FOUND.EDGE REQ FOR CAP A R C R I T E C T U R E ----------- - ,. SEE PLAN SEE PLAN 5 BAR VERT.* 12" O.C. „ BLOCK BETWEEN JOISTS 2" THICK BLUESTONE TREADS THIN STONE VENEER AT EXPOSED Ib 3" COVER tYPICAL •5 REBAR CONT. YYY21 I1I. ! AND PLATFORM BORDER PLANTER WALL TWENTY ONE AT T.O.FOUND. I�r. G R A D E MORTAR SET TO 4" THK CONC. N5 BAR HORIZ ® 18" O.C. ° it 1° SLAB W/6x610/10 W.W.M.OVER e CENTER STREET _ ! d COMPACTED BASE. THERMAL • . n 5/8" DIA X I6"L.ANCHOR BOLTS Epi FINISH GRADE '�II 8" SOLID BLOCK WALL NORTHPORT l2)2 x 6 ACA SILL PLATES Ir � - _ _i ��, � X = AT BEAM SHE I'-1611 n 0 � _ 6" SOLID CONC.BLOCK t0 GATE .. a.' NEW YORK FRAMING SHELF. 5 BARS VERTX12"OC. -- - - THIN STONE VENEER RISERS ---- -- - - -_.r a d- - A Cn 1= - ;. x.. II , •. a' GRADE AND PLATFORMAPRON FINISH lI. FIBERGLASS SHINGLE RIDGE CAP At VENT III II SPLICE BARS a5 SHOWN „/se 1 ( 1 =L L L__ 1_ : 7 -- - HAUNCH SLAB OVER CONIC.WALL d II ° ti CONT.RIDGE VENT 631 754 8621 12" SOLID CONC.BLOCK WALL -- 5 BARS VERT.0 12"OC. LU -- --III= EMBEDDED IN FTG. N II 5 BAR VERT. 12 O.C. RIDGE BOARD.SEE PLAN FOR SIRE e. II y SEE PLAN FOR FOUNDATION / :III BENT INTO FOOTING FIBERGLASS ROOF SHINGLES TO MATCH EXIST. iia DAMPROOFNG(SEE SPEC) Q° --- FROST WALL AT STEPS j / 6.. II _ 300 ROOFING FELT e �„ alb II .. 2'CONCRETE SCREED 9 'FORMED KEYWAY ° - a 0 0 a / -- 12 X 24 POURED CONC. - - -- - II.II FORMED KEYWAY V CDX.PLYWD.SHEATHING 6 MIL.POLY.VAPOR BARRIER II d ° COMPACTED FILL ' a � 1.1 �°.. � .Q a. ',�-� ° . •e '- 11 '4 (2)5 REBAR `c*'1Ia _ e --------------- ° II ° e . POURED CONC.FOOTING ROOF RAFTER SEE PLAN FOR SIZE — =J R-30 BATT INSUL. Y GYP.BD.FINISH AT CEILING /WITH REVEAL SEE WIND RESISTAINT CONSTRUCTION DETAIL SHEET FOR REQUIRED FASTENERS SEE WIND RESISTAINT CONSTRUCTION DETAIL SHEET FOR REQUIRED FASTENERS � DETAIL AT FOUNDATION WITH FRAMING SHELF z EXTERIOR STAIR DETAIL, r3-- DETAIL AT PLANTER WALL DETAIL AT RIDGE VENT 17� II SCALE : 3/4" = 1'-0" II SCALE : 3/4" = 1'-0" SCALE : 3/4" = 1'-0" SCALE : 3/4" = 1'-0" r-,I 0 VERIFY END CUT OF BEAM 0 AND RAFTER IN FIELD SINGLE PLY MEMBRANE ALUM.GAP FLASHING ROOFING SYSTEM OVER .. ROOF RARER TAPERED RIGID INSULATION. OVER ICE 4 WATER ROOF RAFTERR-30 BATT INSUL. PITCHED MIN. 1/4" /FT. SHIELD 0 TOP h� > z 1.4 FIBERGLASS ROOF SHINGLES t0 MATCH EXISTING FIBERGLASS ROOF SHINGLES 3/4" PLYWD.SHEATHING (2)2 X 10 RAFTER CLAD 0 WITH I x AZEK 3VROOFING FELT \ 30"ROOFING FELL RUN MEMBRANE OVER ALUMDRIP FLASHING INTO GUTTER Is-I ICE AND WATER SHIELD se PLYWD.SH ATHIG �r ALUM.GUTTER CUT IN TRELLIS --- (4)2 X 12 BEAM CLAD gra" PLYWD.SHEATHING MAINTAIN AIRSPACE - AZEK FASCIA BAND TO ALIGN 0 I WITH 1 x AZEK 4„ AZEK TRIM AND RAKE BOARD TO MATCH GUTTER TO MATCH EXIST. WITH TRELLIS ALUM.CAP FLASHING AT EXISTING SIZE AND PROFILE 5/4 BLOCKING FOR FASCIA --I COLUMN W x 6 "AZEK"FASCIA 2 X 10 RAFTERS- W/R-30 SPRAY F04i SIDING TO MATCH EXISTING HOLD VERTICAL TRIM 112" PROUD SIDING TO MATCH EXISTING I x 4 "AZEK" INCL -- OF SOFFIT TRIM. TYPICAL DRAINAGE MAT W/2"W CONT.VENT DRAINAGE MAT 1" VAPOR BARRIER VAPOR BARRIER THK GYP BD. TO MAt DN EXIST. see" PLYWD.SHEATHING R 21 BATT INSUL � 2x6 WALL FRAMING DRAINAGE SCREEN PROVIDE PLYWD.SHEATHING VAPOR BARRIER TO CLAD WITH AZEK e" PLYWD.SHEATHING 2 x(o FRAMING i i BLOCKING AS REQUIRED R-21 BATTS NZ 2 x b FRAMING 0 ALL LUMBER FOR COLUMN,BEAM SEE WIND RESISTAINT CONSTRUCTION DETAIL SWEET FOR REQUIRED FASTENERS SEE WIND RESISTAINT CONSTRUCTION DETAIL SHEET FOR REQUIRED FASTENERS AND TRELLIS SHALL BE ACA V)V) r5-- RAKE DETAILrro-- DORMER SOFFIT DETAIL KTSOFFIT DETAIL a TRELLIS DETAIL U SCALE : 3/4" = 1'-0" SCALE : 3/4" 1'-0" SCALE : 3/4" = 1'-0" II SCALE : 3/4" = F-0" h M ARC�'T �.5 X\ SLOPING CEILING / ROOF RAFTERS 021 �p BLDG. DEPT. 29 NOV 20 SLOPING CEILNG / ROOF RAFTERS SLOPING CEILING / ROOF RAFTERS COMMENTS V,GYP-BD.FINISH SCALE:AS NOTEDREV. 01 NOV 20 DRAWN BY: J.E.T. REV. U.55.NO.093 SHEETROCK ZINC CONTROL JOINT DATE: 09 FEB 20 REV. (3)COATS SPACKLE 4 TAPE AS REQ GYP.BD. Y GYP.BD.FINISH PROJECT NO. 9910 WOOD STUD WALL FRY-REGLET CONSTRUCTION DR1425-315 BEND FLANGES TO FIT PITCH DRAWING %N GYP.BD. of THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT_ INFRINGEMENTS WILL BE PROSECUTED. rjo-%\NDETA1L WALL / SLOPED CEILING KTIGYP. 5D. DETAIL RIDGE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR it SCALE : HALF SCALE 11 SCALE : HALF SCALE FIT AND QUANTITY Of WORK. NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. . C 2020 Thalheimer Architecture