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HomeMy WebLinkAbout48870-Z T� �o����FFOt�-cpGy Town of Southold 3/30/2024 P.O.Box 1179 0 o . 53095 Main Rd A o�.S Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45091 Date: 3/30/2024 THIS CERTIFIES that the building POOL HOUSE/CABANA Location of Property: 715 Sound Ave,Mattituck SCTM#: 473889 Sec/Block/Lot: 112.-1-7.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/7/2023 pursuant to which Building Permit No. 48870 dated 2/7/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory pool house with half bath and outdoor shower as applied for per ZBA#7715, dated 12/15/2022 and ZBA De Minimus approval dated 4/13/2023. The certificate is issued to Harbes Family Estate LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-0779 1/10/2024 ELECTRICAL CERTIFICATE NO. 48870 10/6/2023 PLUMBERS CERTIFICATION DATED 1/16/2024 Pi Dr ams Plumbin t Au on e S nature TOWN OF SOUTHOLD ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy,• 10 SOUTHOLD, NY col � yao 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#: 48870 Date: 2/7/2023 Permission is hereby granted to: Harbes Family Estate LLC PO BOX 1524 Mattituck, NY 11952 To: Construct pool house at existing single family dwelling as applied for, with ZBA#7715 and SCHD approval. 5/2-?Jr2� �errnit• or pool house design changes, with ZBA de minimus letter. At premises located at: 715 Sound Ave, Mattituck SCTM #473889 Sec/Block/Lot# 112.-1-7.4 Pursuant to application dated 1/7/2023 and approved by the Building Inspector. To expire on 81812024. Fees: ACCESSORY $158.80 CO-ACCESSORY BUILDING $50.00 Total: $208.80 Building Inspector �o�suF Fat�-�o t TOWN OF SOUTHOLD oy BUILDING DEPARTMENT TOWN CLERK'S OFFICE • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48870 Date: 2/7/2023 Permission is hereby granted to: Harbes Family Estate LLC PO BOX 1524 Mattituck, NY 11952 To: Construct pool house at existing single family dwelling as applied for, with ZBA#7715 and SCHD approval. At premises located at: 715 Sound Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 112.-1-7.4 Pursuant to application dated 1/7/2023 and approved by the Building`Inspector. To expire on 8/8/2024. Fees: ACCESSORY $158.80 CO-ACCESSORY BUILDING $50.00 Total: $208.80 Building Inspector 1 OF SOUI��! � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 sean.devlin(a�town.southold.ny.us �UNTV, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Harbes Family Estate LLC Address:. 715 Sound Ave city:Mattituck st: NY zip: 11952 Building Permit#: 48870 Section: 112 Block: 1 Lot: 7.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: FM Electric License No: 4099ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water Gas GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors Main Panel 100A A/C Condenser Single Recpt Recessed Fixtures 4 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4 4'LED Exit Fixtures Sump Pump Other Equipment: 100A Panel 20 Circuit/ 5 Used Notes: POOI HOUse Inspector Signature: Date: October 6, 2023 S. Devlin-Cert Electrical Compliance Form.xls 4. a�=sa�ryQl_. Town Hall Annex _ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959Q BUILDING DEPARTMENT TOWN OF SOUTHOLD ,CERTIFICA.TION. T Date: Building Permit No. -7 0 i Owner: ;(Please print) ; Plumber: �, c.h . `✓i?-L� tSu u<<-� (Please print) 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 /(o day of , 20d4 PAUL C CAPERNA NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 CA6151160 Qualified in Suffolk County County r Commission Expires August 14,20 oil, Notary Public,a7 v. . Cou,t�tyr i fe 7 so 715 # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION 6L] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: O �-c- �✓ DATE �� !V� °� 7 INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. "rOUrm ' 631-765-1802 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) i ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: asp 44 V C� d bc o 0 / Alot Vf, 1/1 ol ow k C 0 yler �Sw�r�G�tj� DATE ILE INSPECTOR ho�aOF SOUlyo6 # # TOWN OF SOUTHOL-D BUILDING DEPT. �ycoulm a 631-765-1802 �-o INSPECTION T-Z;lg [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SUL TION/CAULKING [ ] FRAMING/STRAPPING [ FINAL VO-10'. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR y aim r ; t* f l t, -mac :41 �. I� Y 6 ' IkI 1 V 4 D E C E 0 W E 0 CT - 6 2023 Building Department Town of Southold 2 v;lY �f 4 1 °M Sent from my Whone ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. p ECmE0VE 0 CT - 6 2023 DO Building Department Town of Southold 3 q Richard E. Strzepek. PE Registered in New York-o54224 Pretreatment/Environmental Regulatory Consulting PO Box 1073,Mattituck,NY 11952 E-Mait restrzepekpe agoptonline.net Phone:631-793-9143 Celt Re: Harbes Pool House Family Residence Pool Pavilion Inspection To Whom It May Concern: I have personally inspected and certify that all aspects of construction of the Pool Pavilion as presented on the 4/11/23 design plan(based upon the 2020 Residential Building Code of New York State)Project No. 2303 of Frederick Ercolino,New York State Licensed Architect(015852) are in compliance with said plans. Richard E. Strzepek,P.E. Registered in New York State NEW r . S License Number NY 054224 Expires 7/31/24 x t ��Pr' `' `` JAN i e 2024 EIELD INSPECTION REPORT DATE COMMENTS b oR FOUNDATION (1ST) J H G ------------------------------------- c FOUNDATION (2ND) z 0 ROUGH FRAMING& y PLUMBING r INSULATION PER N.Y-. STATE ENERGY CODE �-- %l7msq, ok4Aif jml I•k�u,�c FINAL ADDITIONAL COMMENTS 3 �CLL O.L D 8.86 PfiGo Ctt loal/)B tlF �t .�Sl., �s w� �e �ih, � H Ls z O � x cr e � b � H o�g�fFOL t�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT s� y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownngov Date Received APPLICATI.O_ N FOR BUILDING PERMIT r��F.,721ce Use Only PERMIT NO. Building Inspector: RJUN 14 2022 ID Applications and forms must be filled out in their entirety. Incomplete BUILDING DEPT. TOWN OF SOUTHOLD applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: �' - SCTM#1000- c�c._ e s r�.a<<< �.S- � L l� . ..._._...._. _l_r..a.... I- -_0 ...7 Project Address: — rr ,, Phone#: c Email: ES 0"t 6es Mailing Address: Pp CONTACT PERSON: Name: Mailing Address: a® �,� �c a,� 71 Phone#: _ 7 � ail: r r kr _. .. . . 63.1 . �S3_�S-. _.�s5- .. . . Email: _ _ DESIGN PROFESSIONAL INFORMATION: p� Name: .J ry &0 T_�o 4. Mailing Address: f l-77-2 -- _ Phone#: _ Email: CONTRACTOR INFORMATION: Name: (� r Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair [:]Demolition OaC Estimated Costof_Project: ❑0therM0 -�;cy_J',b,i 4 Will the lot be re-graded? El Yes VNO f 11 (� S�� ill gxcess fill a removed from premises? ❑Yes ❑No j c VA J:,st r o 6 o sec / /a- (` (cc_ ! L-4-r 7, 7, t� PROPERTY INFORMATION Existing use of property: ` Intended use of property: �, ______...... __._.._....___._..._._.._._.. ..- ____._.._:_. ..._..... ...__................... .. rx e- - -. a -. �... ._ _.._..... ... Zone or use district in which premises is situated: Are there any covenantss nd restrictions with respect to __. _.. ..................._..:..,....... ..,....._....--n.._..,,.........._.__...,._..... ,cos._.,._,..: ,..._ . this property? Dyes MNo IF YES, PROVIDE A COPY. ❑Check BOX After Reading: The owner/contractor/design professional is responsible for all drainage and storm" water issues as pro"vid'ed by. . Chapter 236 of the Town Code. 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,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(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor'pursuant to Section 2i0.45 of the New York State Penal Law. Application Submitted By(print name): ❑Authorized Agent OiO ner Signature of Applicant: Date: STATE OF NEW YORK) SS: / COUNTY OF S C 14&-< e 5 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the P a_<�a-5 e L L. C L_V,.Cca L K 2 wi I e` - (Contractor,Agent,Corporate Office , c.) 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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 �2All �-- Notary Public 7NOTA�PYPUBLIC, M.Grier PROPERTY OWNER AUTHORIZATION STATE OF NEW 6YOW No.01GR6399128(Where the applicant is not the owner) Suffolk Countyes October 16,20� I o wt C_ce 14,,-,�oe 5 residing at 7 r 5 14, L--i,,e do hereby authorize �40 S to apply on my behalf to the Town of Southo d Building Department for approval as described herein. T4�q 251 Owner's Signature Date � t �4:3At ®L FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: July 15, 2022 TO: Dominick Morreale (Harbes Family Estate LLC) 20 Highland Avenue Head of the Harbor,NY 11780 Please take notice that your application received June 8, 2022: For permit to: Construct an accessory pool house at an existing single family dwelling at: Location of property: 715 Hallock Lane, Mattituck County Tax Map No. 1000—Section 112 Block 1 Lot 7_4 Is returned herewith and disapproved on the following grounds: The proposed accessory pool house on this conforming 187,308 sq.ft. parcel in the AC District, is not permitted pursuant to Article XXIII Section 280-15 (B) which states: lots measuring 80,000 square feet and over in total size require a minimum rear and side yard setback of 25 feet. The survey shows the proposed pool house to be located at 3 feet off of the side yard proppr1y line. Yk- - Authorized Signature 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. OFFICE LOCATION: MAILING ADDRESS: f Town Hall Annex,®v ��a'�® P.O. Box 1179 54375 State Road Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) N. Southold, NY qr Telephone: 631 765-1809 http:Hsoutholdtownny.gov UN RECEIVED ® L D OF APPEALS & ZONING BOAR DEC 2 0 2022 Town of Southold 1 1 9 2022 819iLDRG OEPT; Q 70wNoFsouTaol_® Southold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 15, 2022 ZBA FILE: #7715 NAME OF APPLICANT: Harbes Family Trust PROPERTY LOCATION: 715 Hallock Lane(Adj. to Long Island Sound) Mattituck,NY SCTM#1000-112-1-7.4 SEORA 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 24, 2022 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 November 22,2022 Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,as well as the records available, it is recommended that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The subject property is a conforming 187,308 sq. ft., 4.3 acre water front parcel located in an Agricultural Conservation (A-C)Zoning District. The parcel has an irregular shape and consists of a private road known as Hallock Lane. The parcel has 75.33 feet of bluff frontage along Long Island Sound runs 889.72 feet on the West side and runs 381.43 feet on the South side. It runs 175.00 feet on the East side, then turns and runs 317.09 feet on the North side,and finally turns and runs 686.83 feet on the East side back to the Long Island Sound. The remaining part of the parcel is a private road known as Hallock Road which runs to Sound Avenue. All ' is shown on a survey prepared by Kenneth W. Woychuck, L.L.S. last revised September 23 2022. BASIS OF APPLICATION: Request for a Variance from Article III, Section 280-15 and the Building Inspector's July 15, 2022 Notice of Disapproval based on an application for a permit to constrict an accessory pool house/shed upon residential property; at; 1) located less than the code required minimum side yard setback of 25 feet; at: 715 Hallock Lane(Adj. to Long Island Sound)Mattituck,NY, SCTM#1000-112-1-7.4. RELIEF REQUESTED: The applicant requests a variance to build a pool house located 3 feet from a side yard property line where town code requires a minimum of 25 feet side yard setback for an accessory structure/pool house. ,.9 Page 2, December 15,2022 #7715, Harbes SCTM No. 1000-112-1-7.4 AMENDED APPLICATION: The applicant on December 6, 2022 (not dated, signed and sealed) submitted a plan adding an outdoor shower to the proposed pool house. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 1,2022 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 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood is a mixed neighborhood consisting of agricultural parcels and single-family homes. This subject pool house is located off of a private dead-end unpaved road that will not be visible from a public street. The proposed pool house location is heavily screened by vegetative' plantings and landscaped garden beds on the adjacent property and in proximity to the existing driveway of that property and. will not be visible to the adjacent or other propertied along the private road. 2. Town Law §267-1b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant could build the pool house in a code conforming location. However, the location of the septic system makes it difficult to run the water line to the pool house while meeting Suffolk County Department of Health requirements for the distance between the water line and the septic system. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 88% relief from the code. However, the parcel is setback far from a public street and the subject lot is one of the last houses on this private road. Additionally, the proposed pool house is in actuality a storage shed with half bathroom and an attached outdoor shower and will adversely affect any nearby properties 4. Town Law §267-b(3)(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 §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a pool house 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 variance as AMENDED and shown on a survey prepared by Kenneth M. Woychuk, LLS, last revised September 9, 2022; and Architectural Plans prepared by Island Design Building Corp. (not signed and sealed) received on December 6, 2022 Page 3, December 15,2022 97715, Harbes SCTM No. 1000-112-1-7.4 SUBJECT TO THE FOLLOWING CONDITIONS: 1. The pool house shall not be used as habitable space. 2. The applicant shall submit dated, signed and sealed Architectural Plans. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. 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. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized tinder 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. IMPORTANT TIME LIMITS ON THIS APPROVAL 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. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson), Dantes, Acampora, Planamento and Lehnert. (5-0) Nich 1 amento, Vice Chair Appro e for filing t L,'/ N /2022 'BOARD MEMBERS '✓� 0 Southold Town Hall Leslie Kanes Weisman, Chairperson ��®F ®U��® 53095 Main Road•P.O. Box 1179 Patricia Acampora �® �® Southold,NY 11971-0959 Eric Dantesrs Office Location: Robert Lehnert, Jr. Town Annex/First Floor 54375 Main Road(at Youngs Avenue) Nicholas Planamento ��c®UNTI Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD D L March:�2�1 +�2023 Tel. (631) 765-1809 � MAR 2 2 2023 Dr. Dominick J. Morreale 4 EU LDIN ADEPT 20 Highland Avenue 70MYOFSOUPHOLD Head of the Harbor, NY 11780 Re: Harbes Family Estate, File #7715 715 Hallock Lane, Mattituck SCTM No. 1000-112-1-7.4 Dear Dr. Morreale; We are in receipt of your correspondence, dated March 7, 2023, informing our Board of changes your client would like to make to an approved pool house/shed (ZBA #7715), and documenting same with the submission of"preliminary drawings and illustrations" unsigned and undated. In your letter you inquire as to whether these changes would require the Harbe's family to seek approval for another variance. The original December 15, 2022, approval was for a pool house/shed, located 3 feet from the side property line, measuring 9.5 feet by 15.5 feet(147.25 square feet) for pool storage, half bath and outdoor shower subject to conditions that the pool shed not be used as habitable space, and requiring the applicant to submit to this office dated, signed and sealed architectural plans. Please note that the decision also stated that the approval granted would not be deemed effective until the required conditions were met. To date, no signed and sealed Architectural Plans have been received. The preliminary drawings for the new design, received on March 10,2023, (undated, unsigned), depict a much larger roofed over pavilion type structure with a seating area, a fireplace with a mounted television, a built-in barbeque, a half bath, enclosed seating/dressing area, and an interior shower, all measuring 350 square feet, located at three feet from the side property line where the code requires a minimum of 25 feet. Although the Board of Appeals can substitute new plans for those that were previously approved for very slight changes, called a de minimum approval, upon review and discussion of your submission at the ZBA March 16, 2023 Special Meeting, the Board unanimously agreed that your request is note' 'e`rmrnrm:us9in -IP Fsh re* of only is the new proposal radically;different-.ri design, it is much larger an now includes a er„.tha_t1.rs accessezl from-an ihterior.s a eiwhich-is riot�peirriitted.by code: .E r.= Consequently if you wish to proceed with the new design, you will need to apply to the Building Department for a re-evaluation with a new set of architectural drawings showing the final plan and elevations, signed and sealed by a licensed design professional such as an architect or engineer, and an updated survey showing the proposed location for the larger accessory structure signed by a licensed land surveyor. otrce'of D,t�sapprov�al w�'11 e_issued-and-,�you may submit mew,appl;i'cation or'dar ance:rehief,t©the Zoning Board o Page 2, DeMinimus Denial Harbes Family Trust, SCTM No. 1000-112-1-7.4 Appeals. We can then schedule a public hearing for your client. In the alternative,the Harbes family can relocate the new design to a code conforming setback in their rear yard and apply to the Building Department for an as of right building permit. Please do not hesitate to contact our office with any questions or concerns. Sin y, a 'Leslie 2'anes Weisman Chairperson cc: Michael Verity, Building Department Dr. Dominick J. Morreale 20 Highland Avenue Head of the Harbor, NY 11780 Dr.dommorreale@optonline.net (631) 838-8576 RECEIVED March 7, 2023 6A 10 2023 Leslie Kanes Weisman, Chairperson ZONMGSOARD®FAPftLS Southold Zoning Board of Appeals P. O. Box 1179 Southold, NY 11971-0959 Re: Harbes Family Estate, LLC 715 Hallock Lane, Mattituck SCTM# 1000-112-1-7..4 Z BA# 7715 Dear Chairperson Weisman: I am once again writing to you on behalf of Edward and Monica Harbes. First and foremost, they wish to express their sincerest gratitude to the ZBA board members for the variance approval which sought relief of the required minimum side yard footage setback of the proposed pool house/cabana. This writing proposes yet another change but this time it may not require an additional variance. Please let me explain. Upon the ZBA's granting approval of the pool house placement, the Harbes family began to study the proposed structure's external features. Simply said, no matter how many redesigns of the external walls they had drawn up, it still did not do justice to the beauty of the surrounding terrain. And it certainly did not provide harmony with the newly constructed house. In the eyes of the Harbes family the problem is quite apparent. The proposed pool house has too many walls and instead of enhancing the environment it would detract from the naturally beautiful scenery. So, they began to study structures with less external walls. A pavilion type of structure, with an openair concept has become the desire facility. The attached preliminary drawings and illustrations are examples of a structure that they would like to substitute for the enclosed type of pool house. In essence they would be reducing the external walls from four to one. This newly proposed structure would have 350 square feet under roof but, other than the bathroom enclosure, it will be without walls on three sides. Dr. Dominick J. Morreale 20 Highland Avenue Head of the Harbor, NY 11780 Dr.dommorreale@optonline.net (631) 838-8576 We apologize for any extra work this project would impose on the ZBA but, as you can see, in order to proceed we need your advice. On behalf of the Harbes family I thank you. Sincere Dominick J. Wrreale, ED.D. Cc: Edward and Monica Harbes k BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD . Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 a rogerr(a).southoldtownny.gov— seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 6/12/2023 Company Name: FM Electric Inc. Electrician's Name: Louis Ortega License No.: 4099-ME Elec. email:fmelec0l@optonline.net Elec. Phone No: 631-727-6822 El I request an email copy of Certificate of Compliance Elec. Address.: 83 Forge Road, Riverhead, NY 11901 JOB SITE INFORMATION (All Information Required) Name:. Harbes Farm Estate Address: 715 Sound Ave, Mattituck Cross Street: Phone No.: 516 903 6498 Bldg.Permit M 4819"1 O email:mjharbes@gmail.com Tax Map District: 1000 Section:112 Block: 1 Lot:7.4 & 7.5 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New 250 sq ft pool house Square Footage: T25o Circle All That Apply: Is job ready for inspection?: ❑ YES ❑✓ NO —]Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑� NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service[]Fire Reconnect[]Flood Reconnect❑Service Reconnect[:]Underground❑Overhead # Underground Laterals 1 R2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION b/Z6 T at IQ P�pit 0 1 v�SU¢f pjA;�O BUILDING DEPARTMENT- Electrical Inspector �sic-, G�.�► TOWN OF SOUTHOLD y Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 d'd�j�` `� Telephone (631) 765-1802 - FAX (631) 765-9502 : V rogerrAsoutholdtownny.gov seandta�southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 6/12/2023 Company Name: FM Electric Inc. Electrician's Name: Louis Ortega License No.: 4099,ME Elec. email:fmelec0l@optonline.net Elec. Phone No: 631-727-6822 1 request an email copy of Certificate of Compliance Elec. Address.: 83 Forge Road, Riverhead, NY 11901 JOB SITE INFORMATION (All Information Required) Name:. Harbes Farm Estate Address: 715 Sound Ave, Mattituck Cross Street: Phone No.: 516 903 6498 Bldg.Permit#: IRV-1 O email:mjharbes@gmail.com Tax Map District: 1000 Section:112 Block: 1 Lot:7.4 & 7.5 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New 250 sq ft pool house Square Footage: T2 Circle All That Apply. Is job ready for inspection?: YES ❑✓ NO ❑Rough In Final Do you need a Temp Certificate?: ❑ YES NO Issued On Temp Information° (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 F H Frame Pole Work done on Service? M Y DN Additional Information: PAYMENT DUE WITH APPLICATION tv(7,16 at IQ PERMIT a Address: Switches lI�1 Outlets GFI's Surface Sconces l HH's UC Lts l Fans Fridge HW f Exhaust Oven WAD Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer �kC AH Hood Service Amps Have Usec )pecial: :omments Of rev C 1A �S bel Dr. Dominick J. Morreale 20 Highland Avenue Head of the Harbor, NY 11780 Dr.dommorreale@optonline.net (631) 838-8576 June 9, 2022 Ms. Amanda Nunemaker, Building Permits Examiner Town of Southold Building Department Southold, NY 11971-1179 Re: Harbes Family Estate LLC SCTM# 1000-112-1-Lot 7.4 and 7.5 Pool House Application Dear Ms. Nunemaker: With regard to our discussion concerning the construction/placement of a pool house on the above noted parcel of land enclosed please find: 1) A completed Application for Building Permit 2) A survey dated 6/6/22 displaying the proposed location of the pool house and the corresponding septic system hookup 3) 4 copies of the floor plan—in all likelihood a shed that is currently.on the property will be moved to the location noted on the survey. It will be placed on a concrete slab, modified to reflect the proposed structure on the floor plans and hooked up to the septic system. Since this pool house is considered to be part of the ongoing house and pool construction, the Island Design Building Corp. will also assume it's construction responsibilities,, As always, your assistance is greatly appreciat d. We look forward to hearing from you. Sic e r Dominick orreale, Ed.D. Cc: Edward and Monica Harbes Dr. Dominick J. Morreale ® L ivlJE LD 20 Highland Avenue JAN 2 3 2023 Head of the Harbor, NY 11780 BUIWINryGUEPT. Dr.dommorreale@optonline.net TOWNOFSOUIHM (631) 838-8576 January 22, 2023 Ms. Nancy Dwyer, Building Permits Examiner Town of Southold Building Department Southold, NY 119714179 Re: Pool House Application Harbes Family Estate, LLC SCTM# 1000-112-1-Lot 7.4 and 7.5 Dear Ms. Dwyer: This correspondence is in relation to the above noted pool house Building Permit. Please allow me to specify the project's current status by reviewing the procedures and steps that have been followed: 1) On June 9, 2022, on behalf of the Ed and Monica Harbes, I filed an application with the Southold Building Department to construct a, pool house/cabana on the above noted property. Accompanying the completed application form was a survey dated 6/6/22. Among other features this survey displayed the proposed location on the property of the pool house and the septic system/water supply. We also attached four copies of the proposed floor plan and we noted that Island Design would assume the construction responsibilities. 2) On June 9, 2022 we also requested of the Department of Health (DOH) that the construction of this pool house be added to the open file of the house construction project (R-20-0779). The DOH granted permission to merge the projects and we received the necessary approval, i.e., the "Permit Conditions" documentation. 3) Upon reviewing the Building Application, on July 15, 2022 you issued a Notice of Disapproval. This notice was based on the fact that the proposed location of the pool house would violate the town's side yard setback rules. 4) On August 10, 2022 we filed an application with the Southold Town Zoning Board of Appeals (ZBA) requesting relief from the zoning regulations (a variance). Dr. Dominick J. Morreale 20 Highland Avenue Head of the Harbor, NY 11780 Dr.dommorreale@optonline.net (631) 838-8576 5) On December 15, 2022 the ZBA ruled in favor of our request variance and granted permission to construct the pool house in the proposed location. Two stipulations were incorporated into the approval. The first being that the pool house would not be used as habitable space and the second is that we would submit to your office dated, signed and sealed Architectural Plans. In this regard attached please find two sets of Architectural Plans as required by the ZBA. We are now looking forward to moving this project to the construction stage and completion. And—as always-- our help is truly appreciated. Sincer I , D inick rreale, Ed.D. Cc: Edward and Monica Harbes Scott Accardo Lu m All _ 4'-q" F 10' r o W W W N - I m 2" x 4" @ 16" O.G. I o I _ POOL 5TORACGE BATH 10'-5" X 8'-10" '-1" "X 8'-10 " 10 — — — — — — — — — — I ua- I c « - it ems tb co'2, 3 i CAI 10'-q" 4'-T > (n 15'-6" 0 FLOOR PLAN AREA JUN 14 20220 1/4" = 1' 14150 FT N cn BUILUNG DEPT. O TOWN OF SOUTHOLD 0. O HIGHEBT RIDGE q.5' TOP OF PLATE I IW';a JZ.. 6.4 W ® Jr Ep ® N~� W J W Rl TOP OF BUBFLOOR W a. 0' 00 FRONT ELEVATION LEFT ELEVATION RIGHT ELEVATION Z 0 1/4" = 1' 1/4" = 1' 1/4" J � � m S.C.T.M.# DISTRICT 1000 SECTION 112 BLOCK 1 LOT 7.4 & 7.5 #R-20-0779 SO'JNID ISLANMATCH LINE LOTiG, ?0.31" E N�6 32�Nw .. r i TOE OF BLUFF i \ i OF em —aoJ � \ • REgS s tr moo= \ 'ro ,DO ss w o \ --l06 94 I � 1\ a', v DWELLINGS \ \ ,Q1j,. � W/tivE1L WATER �, \ 96 PROPOSED s TYPICAL DRYWELL CROSS SECTION / W/$A �\ \ r MAP OF HARBES MATTITUCK FARM, LLC \ CONC. PRECAST COMPONENTS q,, 0 WQ 6'34 w FILED APRIL 29, 2003 ' t 2• /`` i \ �� r,.yE f t v I I 8 L07 2 6"SLAB FOR NON-TRAFFIC BEARING too I , 8"SLAB FOR TRAFM BEARING 98 / P/0 L07 1 II 3 2a HEAVY DUTY / �10T- Y / owaL ' .l1 APPROVED INLET PIPE CAST IRON FRAME AND APPROVED OUTLET PIPE S.C.T.M./1000-112-1-7.4 \ u i '��j1 Vv MIN. 4"DUI. COVER TO GRADE TO EXPANSION RINGS '•: :;.• �t' � � 4.3 ACRES / / -� W�L WATER 0�1 PITCHED 1/8%1' MIN. 4' DW. ZONED R-80 Dp / / O S 6+ PRCHEO ZONED AC le ❑ ® dc� a ❑ ❑ >:;;: ;::•:: /'yam 13�1 / :_:•>:•::.;:::;:. j I / ,fit .--r I / o LAND N/F OF `,� /✓ / / OtC �� 05,56 // 94 STATE OF NEW YORK ( t / /^-v�ct,0i 6a gg VACANT // �90 6` PARK AREAWELL/ / 92/ VACANT 104 ,�� / `�'j, •O 3' MIN. .� $� / P/0 LOT 1 0" 150' / COLLAR z/tom / �/.�{, / ` MAP OF HARBES MATTITUCK FARM, LLC / BACK FILL MATERIAL TO BE too #'10940 90 i / CLEAN SAND AND GRAVEL FILED APRIL 29, 2003 LAND N/F OF �9r HARBES FAMILY ESTATE LLC 86 �!- / TOWN OF SOUTHOLD (DEVELOPMENT RIGHTS) $.C.T.M.#1000-112-1-7.5 / 22.0 ACRES 84� VACANT - AGRICULTURAL LAND DRAINAGE CALCULATIONS: NO STRUCUTRES S q PROPOSED HOUSE W/COVERED POCHES=4124 SQ.FT. C'O 4124 x 0.166=685cf REQUIRED PROPOSED GARAGE=805 SQ.FT. S7¢o03'30" 805 x 0.166=134cf REQUIRED P TOTAL: 819cf REQUIRED `r6S`0 19, , (2) 10'DIA x 6' DEEP DRYWELLS=821cf PROVIDED 0ss�0* PROPOSED 1450 S.F. DRIVEWAY EXTENSION 1450 x 0.166=241cf REQUIRED os No r (1) 8'DIA x 6' DEEP DRYWELL=265cf PROVIDED o= � TYPICAL SILT SCREEN SECTION ° GEOTEXTILE FABRIC /►� p SUPPORT POSTS WOOD OR METAL ,+ FLOW DIRECTION EXCAVATED AND a� ° BACKFILLED TRENCH EXISTING GROUND Ct% kill I I: Ni Y I I_I i I if—ill 111 11= un 2'MINIMUM O I w g'� .p WELL CONSTRUCTION DETAIL 1 "=40' #R-20-0779 w � �o ry DWELLINGS c� cp qa o W/WELL WATER 2 � r 96 �-< SILT FENCE ✓/ p \ PROPOS '� G' \ I311 .09 8.50,o i n 426.85' i✓ 12'x16' WELL N" \ I N 89 53 00 W 98 CABANA W BATH �O \ I ✓ // FFL(101.5 1'ZR3R PVC PII'PEITCH ��L \ ✓_ ram' ✓/ $11-T f ENC i ' G+ 1135 EAN OUT AT 75 L F. O 9/- I ✓✓ \ r' j j /� VENUE INv 97.0 U.P. /� W p� S 0 V ,ND A N SEPTIC TANK INV. 91.0 / N N o,16130 F� cE W N� r� 1 O Si0CKA0� pRNEIIA� SEPTIC LOCATION pao� / 6 P,pNP� 100 CO. \ I 98 v, POINT"A" POINT"B" RE % , o S77 10r P/0 LOT 1 / p' L.P.2 _ �°�Z G ROP. ED R'8D n�' r' O \ A GAS g$' / // I �Z� 9 °0� ZON o a 70NED AC 10 ui DRY LLS �, •�c6 EP � / FE C� 1 /� S,6 • ow.�� �.c .,�\ / W�R� f ♦'� cry I I W PII I qs -- ° 1 8' Y'DELL EP ON / 4 �.'.'.'.'.'.'..'.:: I �jri I S / 12 7 BEDROOM SYSTEM o' >tiR' 9'"�'' X'' 3�" ''� SILT FENCE ALONG / P� 44061 2000 GAL S.T. 10 0x4 EFF.DEPTH / �}' ,6� a e \:':::::':':::. \ PROPOSED LIMIT / 4r I / �,� 0 P.. .• sQ.:::: E' \........... OF DISTURBANCE f / I / .,,i► ' (2)10'0x8'DEEP L.P. I :::z 5" ......... :::..:.:.::.. / t r �-� �,, ° LOW IRON r��' 1 x DRY WELL ,Woo I / ISO, , g :'• 110'0x6'DEEP�j i N�PR�'' ELEV. 94.0 ,, OL DR BROWN s cct'cp 1 I / ��v♦ 11 w SANDY LOAM l I jcJ / Y/ 96 I 0000,00o°D —2' �' ,.'" / ' NCB R1GN�' 0 C�6 // I13 SW BROWN i.. / / SU.� N i ' Q 0� / 94 o N GAMY SAND / ` �`-106 / / M - /ems 60 KNELL / ��'Urp i / �v 98 PALE p�� P/O LOT 1 BROWN �� WL1NE..�•.-�-•.-� /�i�•' NCE / �•,•, ,• E FE / MAP OF HARBES MATTITUCK FARM, LLC MEDIUM SP SAND Qo f/W\R #10940 GRAVEL VACANT / i 0 / FILED APRIL 29, 2003 to 1 TYPICAL CLEAN OUT 150' ,��' , //// VACANT LAND N/F OF �N 0 SLATE OR STOPPER ENO \ / // i 00 150 HARBES FAMILY ESTATE LLC 0= SUITABLE COVE OR PLUG TOWN OF SOUTHOLD (DEVELOPMENT RIGHTS) �+ / S.C.T,M.#1000- 112- 1 -7.5 NO WATER ADD CABANA/SEPTIC 06-06-22 VACANT - AGRICULTURAL LAND — 17' 30• ELBOW SEPTIC LOCATION 05-18-22 MCDONAI.D GEOSCIENCE 60• WYE REVISED DRAINAGE 04-01-22 NO STRUCUTRES SEPT. 2001 REVISED 03-09-22 AS SHOWN ON FILED MAP ADD PROPOSED POOL 01-31-22 FLOW; FOUNDATION LOC. 12-14-21 ° O�.p UNAUTHORIZED AL 7ERA T70N OR ADD17701V TO THIS SURVEY IS A KOLA 170N OF SEC7701V 7209 OF THE NEW PORK STATE EDUCA 7701V LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 15 PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U710N " LISTED HEREON, AND TO THE ON, GUARANTEES ARE NOT TRANSFE ASSIGNEES OF THE LENDING INSTI7UTTRABLE. 0 6'�B u' THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERLY ONES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE 'apZ S 69 3 ��o NOT INTENDED 70 MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD1770MAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT 7HE 71ME OF SURVEY ✓ apo Os SURVEY OF: P/0 LOT 1 CERTIFIED TO: HARBES FAMILY ESTATE LLC; ZONED AC , MAP OF: HARBES MATTITUCK FARM, LLC FRONT SETBACK: 60'MIPI FILED-- APRIL 29, 2003 No.10940 REAR SETBACK: 75'MIN SITUATED AT: MATTITUCK SIDEYARD SETBACK: 20'VIN, 45' TOTAL THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL TOWN OF. SOUTHOLD a KENNETH M WOYCHUK LAND SURVEYING, PLLC LOCA7101VS SHOWN ARE FROM 17ELD OBSERVATIONS ' SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design AND OR DATA OBTAINED FROM OTHERS P.O. Box 153 Aquebogue, New York 11931 FILE #220-15 SCALE: 1"=80' DATE:FEB. 15, 2020 PHONE (631)298-1588 FAX (631) 298-1588 ELEVA770M DATUM. NAVD88 MATCH LINE >v Y.S. USC. NO. 050882 S.C.T.M.# DISTRICT 1000 SECTION 112 BLOCK 1 LOT 7.4 & 7.5 #R-20-0779 SOTJND MATCH !NE L0NG ISLAN 5-3-3 N 76 32�ww E / TOE OF BLUFF 1 / 30Of --me" \ \ tp G or yrs 'a y� J^ r \ `flo 98 N � O \ s �c � 31Ftt 94, R DWELLINGS W/WELL WATER 31 to/ ee PROPOSED " 9 CABANA emu, TYPICAL DRYWELL CROSS SECTION /�9e IN T �\ \ r MAP OF HARBES MATTTTUCK FARM, LLC ✓ 4p, \ "o CONC. PRECAST COMPONENTS 0 6`30 u> FILED APRIL 29, 2003 i elk), f I I �+'O LOT 2 V6 s` SUB FOR NON—TRAFFIC BE~ 32 A! ss \ \ • too 1 8' SUB FOR TRAFFIC BEARING HEAVY DUTY aaR P/O LOT 1 / / 3' APPROVED INLET PIPE CAST RON FRAME AND APPROVED OUTLET PIPE '�0 1�YIN. ;Dm DWELLING ���N \ � 4.3 ACRES / / � —3 WALL �� MIN" 4"DIAL COVER TO GRADE TO EXPANSION RINGS 20NED II; $61°41 PITCHED 1/8/1' PITCHED 1/8%1' ZONED Ac \ Y / � ❑ ❑ ❑ ❑ IS SOON .► 'o LAND N/F OF •�„ / J �7� $o p5,56 /' 94 1'p alp" STATE OF NEW YORK I foe / // OI/ 1`�6 9� VACANT // `fl0 00 0 / PARK AREA WEU704 / ISO, VACANT / ♦'� / / P 0 LOT 1 ��� Op 3' MIN. .� 150' 02 / / / tt` / COLLAR 8 / MAP OF HARBES MATT17UCK FARM, LLC , / BACK FILL MATERIAL TO BE boo #10940 90 / / CLEAN SAND AND GRAVEL / FILED APRIL 29, 2003 / ,p / LAND N/F OF �`9i HARBES FAMILY ESTATE LLC 88 / TOWN OF SOUTHOLD (DEVELOPMENT RIGHTS) 22.0 ACRES 84" VACANT — AGRICULTURAL LAND DRAINAGE CALCULATIONS: NO STRUCUTRES PROPOSED HOUSE W/COVERED POCHES=4124 SQ.rr. 4124 x 0.166-685cf REQUIRED 0 PROPOSED GARAGE-805 SQ.FT. s�4°03'3 p„ 805 x 0.166-134cf REQUIRED TOTAL: 819cf REQUIRED o?J9' (2) 1O'DIA x 6' DEEP DRYWELLS-821 cf PROVIDED 0ssr0.,4�' Zm PROPOSED 1450 S.F. DRIVEWAY EXTENSION N 1450 x 0.166=241cf REQUIRED ofs NO (1) 8'DIA x 6' DEEP DRYWELL=265cf PROVIDED � o o_ cC% TYPICAL SILT SCREEN SECTION GEOTEXTILE FABRIC �� O SUPPORT RUSTS WOOD OR METAL FLOW DIRECTION <O EXCAVATED AND tJ� o BACKFILLED TRENCH _\ v: EXISTING GROUND XT11 - 1LL (P r MINIWM 1110 --- LLL r'- 1 �•�,,r' Y s�4 y•. tJO 0 WELL CONSTRUCTION DETAIL 1 "=40' #R-20-0779 M;Dept copy from ZBA t� Final revievied documents ZSA Fte* -7-)1) -01: DWELLINGS c, Dace: z/ /�/ Z.� �o o 0 W/WELL WATER 96 1 X \\ z, z GRPVC� SILT FENCE �/ p \ O/ PROPOSE '� �'' \ I ' 8.50, 426.85' 9.6 x15.6 WELL �yG \ + 7 ' �� / 98 CABANA �Y BAT!t �{O I N 890 53 OQ W FFL(101.5 41SDR35 PVC PIPE 1/4 PER FOOT PITCH \ T T CABW INV 97.0 0 9J- / \ 0 N ....s CAFTAN OUT AT 53 L.F MV.94.2 h �+ U.P. SO UND AVENUE N L SEPTIC TANK INV. 91.0 ,3��� Y / / N �1 Zy 0 2, E TEN I 1 M iQCKPO 4g�VP`f I SEPTIC LOCATION Poop " >' N �� e ASpNP�-� i 00 I f .. :. \ �RU 98 POINT"A" POINT"B" \ >< w° 153 B�Rp / REB I r o S.T. 2? 32.5' \ J / U.P. P/O LOT 1 P.1 48 57 : .. L.P. G \ U0 ROP. ?' ALA o~j p R �� �, GAS // / 9 to c 0 � ZONE - o o \ / / \ �� �, c ZONED AC ?0� lRY LDS Z SEJsOW WATER LINE STONE POOL co flXfi Ef 1t \\ AWNTAI N 10UN FROM SEPTIC UK l J E G / sET o 'cPACK / ,,os.e $ • ov+. \ :t .c / SR 1 / rn J rn I PO If ° - o � Up hh p \�% hh DRY WELL -°�in i ING I P���. \.�� 1 y � ,p39 10 FV \ 8'I�X:'DEEP 1 � `�� �P N j ........ I so ,I S / 7 BEDROOM SYSTEMs' ':* No o .... SILT FENCE ALONG 5 co ea+c �.....' .:...:......\.•.c, .i. \ /�' J 2000 GAL S.T. 10'Ox4'EFF.DEPTH / , 13 •.••••.... :.... PROPOSED LIMIT / I / / O A p,ts..:. a yoe...:.:..:.: ::::::::.\ OF DISTURBANCE t / ( / /.01 / (2)10 0x8 DEEP L.P. ( LOW .IRON + :�:�:�:�:�: •�• 1og.2::•:•:•:•:•: �•t�' `�" / �. '' �.3 / o'o / I I DRY WELL ELEV. 94.0 /So• ,3s..,� .. / 110*6 DEEP{+ cl / / v A0/.o OL DR BROWN N J I /S �Q / �� ' 96 1 SANDY LOAM N�S �/ 6 / I � / -BROWN94 LOAMY OM SAND � zSM � 5' ; /WELL / Gv���� / 98 PALE •; WAZER - // �''/ P/O LOT 1 BROWN ` LINE....••..'• / �,/ �,,� BROWN `.,.. /'' E FEN // MAP Oc HARBES MATTITUCK FARM, LLC MEDIUMSP SAND >, // PO -(�w�R // #10940 CAWEL VACANT / �/1�} / FLLED .APRIL 29_, 2003 � TYPICAL CLEAN OUT 150' ,p/7 / / / VACANT LAND N/F OF o SLATE OR STOPPER END \ / ' i 100 150' HAP,BES FAMILY ESTATE LLC6= SUITABLE COVE OR PLUG TOWN OF SOUTHOLD (DEVELOPMENT RIGHTS) c� I REVISED 09-23-22 S.C.T.M.#1000- 1 12-1 -7.5 SEp S0 WATER POOL HOUSE WATER LINE 09-02-22 2`3 �p2? _ REVTSE0 SEPTIC LfiNE 0-7-27-22 VACA14 T' - AGI�C•ULTURAL LAND McDONALD GEOSCIENCE 17 3060L8 WYE ADD CABANA/SEPTIC 06-06-22 ND STRUCUTRES SEPT. 2001 SEPTIC LOCATION 05-18-22 AS SHOWN ON FILED MAP ADD PROPOSED POOL 01-31-22 FLOW-'- FOUNDATION LOC. 12-14-21 519�o o o�.o 6&AU?HOWZE9 AtIrRAWN OR ADD17M TO THIS SURVEY IS A WOLATION OF SECTION 7209!7F THE NEW YORK STATE EDUCATION LA COPES#1F TIIIS SURVEY MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INS777U770A, GUARANTEES ARE NOT TRANSFERABLE.THE THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE SIRUC7URES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE ate, S O°3 ate° NOT INTENDED 70 MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, AD0177ONAL S7RUCIURES OR AND 07HER IMPROVEMENTS EASEMENTS lL Opp AND/OR SUBSURFACE S7RUC77)RES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE 77ME OF SURVEY P O, SURVEY OF: PO LOT ? HARBES FAMILY ESTATE LLC O` / CERTIFIED T0: � ZONED AC 'MAP OF: HARBES MATTa CK FARM, LLC FRONT SETBACK: 60#MN W FILED- APRIL 29, 2003 No.10940 REAR SETBACK: 75'MIN SITUATED AT: MATTITUCK SIDEYARD SETBACK: 20'MIN, 45' TOTAL TOWN OF: SOUTHOLD THE WATER SUPPLY, WELLS, &YWELLS AND CESSPOOL a KENNETH M WOYCHUK LAND SURVEYING, PLLC LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS '?w SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design AND OR DATA OBTAINED FROM OTHERS. a 1 4('.� P.O. Box 153 Aquebogue, New York 11931 FILE 111220-15 SCALE: 1"=80' DATE:FEB. 15, 2020 f PHONE (631)298-1588 PAX (631) 298-1588 ELEVA77ON DATUM: •NAVD88 MATCH LINE N.Y.S. LISC. NO. 050862 � - 730H 6k-t,ryt�, Lorl'5if)4 in S P S 03 os) ENT OF HEALTH SERVICES su FFOLK COUNTY CEPARTM S FOR qnz LOF CONSTRUCTED WOR SAppROVA A SINGLE FAMILY RESIDENCE A WQL falls A pOOL HOUSE ML4 R-20-0779 NA Date 1/10/24 �.s. Ref. a• ins u �y facilities at this location have been disposal and waters pp ti wa a disp artrnent or other agencies and found The se ed by this Dep BEDROOMS. inspeCtedandlor c 0p.-TOTAL MAXIMUM OF .,.� to be satisfactory FOR / r4. e er, POE, thief Off ice of Wastewater management . Crag �n PP APPROVED AS Nip 'i j, 4 , D,ATE, B.P.#, FEE By� NOTIFY BUILDING DEPARTMENTAT 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING 3. INSULATION 40 1__*� 10 a * % q 4. FINAL-CONSTRUCTION MUST a BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEEr THE REQUIREMENTS OFTHE CODES OF NEW 0.0 YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS 0 Li14, cl, 0. kU ie P` �"rr - 47 & 4, 'N, N7 A -4 p LIJ r A )` N zs, X j �_4 "T U LJ A bi 0) J F _j LLJ Lij _j zi ...... (\I LLJ 12 v I I .:7r-N-;ZAL NOTES CHI'lNEY AND VENTS NOTES e ard',:Ir �Sc c�thespe cc:,�_�urmsn*z t,',,,e 1'�Iv-c- is S 5 N E*,ZA L 'r­L_,A9 H'I N S A N!"D CA U L K I N C- N CT E�9 OENEZAL 57A�R NO-E n .0 4� AM vvcl cc,74:rc-c� -,c bilct a-ccl cv­4c­r-irlj*0 thc obsc, _-On C��+ url,74-4 -pce'cc;ll,�, 7 tl IV AM ch'"mcs. a,-d vc1+5 f::if �,e."14 NA-ina��v 64-H"-,qo time L­es�,A,57rl requ,-d"C­s. sl-oEll rz-� be flnslhirg Wille-rc �rammg Lmbtcr is in cc-rov,vviimz, csc;i� API 67-3�g- ncrst-wft�cn cv-,� irstzllc :;n CF ail s�el be tile 5-,4e romire, cr.d he Cr a s sc *41C ow c v md !�'rz­o`&c l-,0edc­ =px- frcto�,`ns whrrc tvpe o4�­Hc -�+i;:,r=wn-roctvr. Al t-o­ sh,V iv tr r 5i-d cciFamm oftime -0= zppprc�vv'cr� dv+zllm p"..4:1ce t�,�+hci AmMtvc-, .4 t":! rc-1;d"c'�,c! ccdg, z 4- c! H`v'ACII tystcrrs, sitc.,wcrt, N4evv ya'A" r-e-et-vd�. _r,-�ep wi+h 2r3 -�-c res"jen ZI acde. A3 -�-catz C-md risc-'s 64�d bc ht's-& bec- r&,ercd t� per_'��r­md&z- mny fics-"mg c--ound 01, cnit-��rc,�s, ts ond k,,�ere in c,:-w-d,1cmrc. vV­e-=,,*cr 3 -Fti,e w-9,020 12,'Slntcmc�zmal 1 scm­�ar)� s;Ns�c-is, sw-min n!s, cievctcrs c-d nli 04me- wc-k f, el.-o E F;Z 01-1 C 0i�,,a U S T I B L E C 0 N S L1(,_7 10 N N C 7 E,S g pc� r,I-EA;ZAIN z C,r� rc-,c,�t i6 +c L-tcic af-+c wt\,7r cf thct 5 AN I et&p s m--t t ai�_r, 1 v,&-cd 2 H4�- _-L vm-icci All mctc�; 9 6hc;1 cnn-;-,4� vp 2es'dort'd Cffe and 11 zq-�!12 -,f*i-,,e 2016 NcNv E'.h2te Code Ali risa-s a\-&-:�`,osed �elcss tit ted, 7i, fi­i;�-m 4�,_ %t4 un&51 J ;, I 01"d KF wel&ss 4C _ *k, I rot", .14 he"- pr=_,"xim�1 aqwipmcrt One,+ �c in c-1-1,-d,72mcv �-g pear C:dc =tcd c­r_m4c. 'Irim,4m Kc-�:_Arvvr at-A-177-5 is v_-+ 15c,1:4E;-,n ml� e,+c IRC 111-t-�Ic+lc­al cit'hemvse, Tlie usuer af tfeEc; s\�,cli bf, rcs�,crsitle fcr uFc- c,;,*4vsc cic�7urrc-fm 4111 vrl;4 r_-mm+4 4�:m ,11 05cf!'CiTo �-*41\�;-�cil 0EN1524AL INI�e")-rEE; eq'ges c-C1 rcc;,edge-s avc- -olke and vver e4, JLU Z uj etectriacl is fe 1')'0 du�i,-Oeifes rne* =X��,AUST AR NOTES aI pxis under d a-x,*t­Lr dcc-s.,All flcs�Kig is lead min sm,rc-ti-g any sub--vtf�-g eesgms cmd,:lccurr.e­*s ffr+1311 HVA�:. plumbing and bddffs amd q+rat-'s ds �m, 1+1+c drdvomgs zahzil be Y Al gradc �4mi-cr Tefr st�4:19,joiqt, rc'-tcrs, oil a"-+K_-�- Min Tread-1: 9' �vAc most, Thz mat respcmsi,�-!e f�-,r wv,-, in "U"risdictii1m. 'At sys*._-�.-s shall be C-d b-� 0 Ncw)�crk strtc en Fir 1,*� 'r-or-th", w--�- F_=1 C-0�CC::) F5 =6,�0, pli, p p r�-7, �Ilaxmcsmn: 1/4 )A-U rl c x N lZad'-s. /,5 Chav­er 15: c0c+he'41C�20 Rf: (V a' Wr'n.-nis frof-I all 'm_-Ld­ng 7--vim, EX77EROZ \k"ALL PROJECTION S OPENING \10-I =Sw U_ c4u-,+v, st4tc or� Fcco-,ol 15, 1!�'s th�­_ Sala res"porstilrN" ,cf-4­e users cf Flons ft-4 gi�:36e\d a-di mcr�,,cd, biy an, cpp vved'grndirg agger;:�y. V1 4pa-�gs bd P it! ;Tmirg zard, cr��;m4.c-&cnd III in p7r C-E IN E::ZA I� HANV::�A!,L.. AN M 0 UAR7� N 0 7E_1B C"o'C!"IBLIS TION AIR NOTEE-:, ct, rvmv- we-,I : Divt-i -I- T& , R:202101 7cw- amd,9+0-a ap:�!.�'N"'a's and, ��:�da e&Ck�cocci d4�if aimcd m dil �"_ns4! m czacrdm cekv, ec elc!l be, as i- :1 In tile One gL '�Acl f rc teria- Ael Ar des"" Wns-uc­�:in and of d"I �C-dhn::�, unr65 -c ­H� - m cc ir 0-rq&0-Cs recLJ�Ed m4th A' Ic "uc Cadc. exte.;or sd-g,& -N . :. : -4 cqop t 61,cill m.-v c rcqj� -4 s"* rkc,'r, -,!e cf -ar- A' ha-+cils c-d tI ti 'don+,d tc "vrsi� �itv rd� cct�, w,-+ -1c v"Or-k, 117 04 mc :202 *T�mo I R4,s in t-ii�t ikw fwil 1:0 Cr+41r. rcv',�C­t�izl n,& r-c+alrtcid-H� pv-�-m s__rviac-s.9�-r thc CvE­NEFZAL EXCAVA-110IN f" BAC<F1LLINry NOTES 5__e!� c id 4 'del i 5 A m UFe_,:-�zij g cl Max. X alle�- bal'u-s-tra6m Top rcils 36' �, ­c . , c, red �n SOLA:Z 1-HERt%�AL ENEtZGY SYS71EM= NOTES tit +iA_ Ct,=-+_The- OENE-;:�AL� EXTFZC;Z WINDOVV AND DC10:Z NOTES rc:,:-pc,rsib' for any��san;ges:�- t�c v�v­k mar in w-rh a"":C-_ecs as 0-idk-aivd I--c drcwimms� Al, s,"cill -c ff-c-kirg"s of"e G_=ve 0�p.-.cm.firished fl:;cr, hc-d-al's cim Open si'des cfall av st"� h1virg,5 cr, r-r.,-* rig%-,_n. �vm�"zPkm C, ".4 All e��fiar sys4e"s sKnll C"-41�"­m 1�a, C�-cpter 25 of nk rc-,,,Ps c�d%�ndaw and 6-,or s:;l`1A_djle rc-es. #i6- A k­�IV 1;'o t­7 rm;r"�r-"wn em;+Ih, cchic%sn; �Idft�rl;v,.4 I T 0 c =Vrcr- w!�t-_Aa erc-, +hr ganr + - -� CS JAI iQC ',Or �21 Si&,I C.�, AC� ab -g 'Im g,-A wi­ -�,,-Isev-c pztl.A' 4, pl�vo�-c shvN l:,c vx+orc-7 e"11AV, g cdc(i�tDX) r ;7T tfv d c q s,'-,�-Jhmg&at! vzfis, f-�ftvrs nmd rcci,�5 5"d! be i-�-_ a'cdd 0 E N E:ZA 1- \-,,",A L.L B CA;Z D A N M S_ 0 1 N S N 01-='S� 1E LI) hct vrc ,,rc,� , ­ �,vl,g �mid ENE1:1ZOY EFFICIENCv' N01!'ES MAY 1,9 20 vn rm,,rmcd 6ct%ir,-,, bc-,iring ccafli7l�­c#,cm, -.n A.,,I usad -'ck-s,tvfcors SKT' a r,=4 �c 4, c,5, C.I i xd a I I eica I--, j P t ga am-f "� �J­AS,;�,.wwm tx�vrd.t!l c, %valls 0--4. m"'51gs wnilm""s Ali,_m_,+� per ss��crd J%yl. ��Zll be t�' gote rtep-oi-, "Wity,0*' �e*�M,5ut and g dckd, ln&�,n[ C'a vv - �lrvlveml OENE:ZAL 9\V1t-1*1lNC- PCOL� HOT TUS ANA':) P*1� a,�AIZRIE:Z N,071F_51� 7me de-migri ard of oll Ln-Aings a-d struc�-_,­es sliall iu cO. -,-c, reqJr-emcr-s of r-e residlem", I -1 MWINbOEPT A re fssiltic + TOWMCIFSOMOLD wt,�*,43&lrtc �,r­ry t��e snil bearing C=='y of t4le wils pc- rr�nnw-, p rt%m i4n-;�Vlijm bt*­d c-dil =4:,rm tv C�-cvocr 11 vrt6c lzc :1*crr0tc-0i bs",=rc%joniry ", ,-o by �- oppromd avnvv c�-e lv�_-+iirvcvrms ordvvet arecam, A! p-s­po_ur-+ e0inll rc:�civc crw P,-kc S, h_­r-,mubs and s!-,cll mem-the requOlremerms cf Q -wc �C-h 6"we i;m, g WO-�Of are*,-VC (5, !-11ETER _4�and el ot-e-1. laws" e&;,Jcv�_-­iS&-d cathcr,t�,ct hcvh�g luris�licticm, ,-t-tiFiced by c N��,v Y c-k_5�,i a cn:3imrer. Tn& Dln&c fran7e a! ozmcrings unless rg-_cd 0"' em.,45c, providc db�: le G E N, ZA L S L A Z I NS N\0 T E =n­_vc+,-,�-shcI na+ tl��_ %w,-k mhtnm tcs* �-ecc­c foor iok-g wn cclliir-,gs, deck's Tr!d ledges �o rcz:vive tile or st�nc v-cil bic c- .... ........ --w I '. t ,A\cr oil Fcr\f:Rcj Fcr+m',-�Ig �;-Iass n-.+.C'tl otllncnv�t��_ & �Ilclhl v,!)LCs I&S5 f4'Lct c-t tm'l per 6=,��rc Tee vorlra_­-O�- A'al-t", sl�ial e�+�,Fas-,-� "- P 'N !SH,, `r, C)ES NLL EG i� A' cor-octgrg, gh:il �c . cmd mimjirc�,�� d G, rwr-,,,�,4dc �_rcc'­q ct el f c,-% pc'r rrc-vg=�rc -V TC be -cs'"' nsb�,'c+fc- 41e--c1+-ff_-+0-,of fl- rcs t-0�1-,e fi C-�d 01-in1l ntt+pm=*,:,� w�k U-il Prov�de On* 10�t-COF ap;-. 4�vad �X; i,­c reei�gw!5�jn c-.=,� A, c�ort,"rutt'o� s6zi: ba b,;36ct1 a, +0 cs In C-ENSZAL EI"1E:Z0F_NC`!' r:,aCAPE AND ;ZE,SCJE NOT ............ iima,zS and caii;n'g Of C41 g3rcace amid racm�cnaesi?�g c.r_ vcmnccll�, ra,.-,mm\,­, urkss-c�+_vd otoKT-Wse. pt�cdici,�A C;L��:p-mdn+. pra�wida cnz, laye.d yn, dpp-lved fire f-d+ed �5i�srnw_rr*_: and every st&;�nq -acmm pcvi�Jcd:+%NMh at lemst &-,e 7 adic v'=-Umo c-oil G LAE FISATICC,N C F TH E *�-c d V&�, 0 11 AN-nk r,,-d-�c ms;cned,vyi-,,� t�� h+ 1� L S 5!CTI 4- r4 czcu a L;Z_ I Cz�: t;cf:,re t4\c S-Q-t C;the vo Cc no+s,=v tf�g d ngg,f:,r 'R310 F 61^12 0;=__:E PECINYS; JU y) A!'b=-�Aill emcll eleam vrdmu"ar rl -�c the H'4n5,��s cll 1:00-d Over all hcct P.-c--dicing eq6fprc1_1t c-all vr-c�rgcr_--�,c,-d r c, pc,-!,rg as pzr+c rcq.rc-rc-,+_A 7- c- �ilc:igc+cd in ry d-zAingkl, LA. prm,`,_1e ScIld and zgifti�s U-�dr all w4rignctl v!�� �00c-,cnft cxftr­�4 3C5' '-kch,C4 P"-t-l", --e residci�+inl �'_&ar =c-,;rL:4 s46,11 be mc mciv+411,tit 44�' allnf-ve IS) J: as 0,4 L4 p"m C,r t fnslwnd Poo-.5�,7 sc 5-t r-Ino-w-'r C'emr oper"irg, 24' r-in cpv-,."-g If t 5, 7mc -sk4li be One min ck-cr aperiiim;wkit�, C-n;�*,,fl�­ t No 57hc-11 1;b- FC-7,i d c �+*c gf.rv- f�'Urd-7:-,loor cin-dl�lcrs crid- d'mens'cns tf',C.Aecl"ef-t pr�nr t-, 44e stair-_-F c-, G SNS�ZAL SAIZASS NIC�ES h a v e a m: i r o p g:,;-Is;.,,)S q F-. ��r �r=�-; c4o ro�.Jro�, f-p prc�,,,crTp �0,t-diripic- galvmlixr-� mi-7-c-I fpstrrvi-n" mid A &nmcge kmk§�walls. Kb' 5kniz be Pe..m­&� -^;1"hjn Ift �-,Ut-d�:tivn cmci­�, rvt"l per-decIs 4�,,mld#f rlo-L-d , 5'alid 1. Al k�pcii-igs ;��rcq,�7 t-o mir cf, +wc,voee�,s cf4,.�rr pourir�g.'Tl%m S�\jl 1`7e ff c blae,�Olg vv�ffr dl =-caal-�nj f ci:�rs cnd Ceilings Over Cil �car'irl -7 ­,prcvcd Y�, rowr�,ry C-U AqD'S AND WIN DOW F-A-' L- P20T-r-C 710 N N07 -1�� do-', s"c"! -�d+th all dNif, cs+�,*-,-.1y rc�lo* the E�ie t: :711 =rcr&c wolls c-ei ,�n ail "'manter'ds, e4ef*r1cr", PIu-!Hmg_f misl-ies� �--.mp A'I cpv-r-,;rq' p"rv�ct;­v1% ,kil pic-d's c-d Wmdxve fcI� P-ivtec-ic- sInall bc in ccw�-ac;razm -ovm!", 1z Emm*ta�Akodftd zrd �,,e P-o-vid:nd w, shall 41, A41 fcr cvvicre-c pe-A. crd;�vlings sl�cll 1;c c., mi-�mwr `0, Pm.,444c czv-�;vcel gak­m ae mc-4� ftr vil 4:,;+rcc fc1c.-bez.-w,f insm-ic.4 F�, cil '^rQ101 frv-+nv-.t, cs mrc* rvqu�-c­c zr� -,f-�-c Intcra-ic-ma", SENEIRAL JOH7, VENTILATION AND HEAT dNC7 NO-15S- Ali mc-�t-icl� a­d O'cli be pr4nA60-d as lmd4�cd'r -i-,* recu,,red Aor 4'rkair sze use v�cs;_g mc­& v+­c�c� t­� m,;tv\, onvl irfti�llc_ -mr vIl -.-e6o cr-d+�v 5, Rc-,vvo,oil trmct orv�_ as pm-trhl� 15:=pi:�oll j�md Hedi ds Per. �Md+l1c ��V� Fr=.-4:�, ;Z. 4�il 5pr%:,:,c A=",- Pr.�,idc rtliml�utt 91 Cc":16. Natural lig�timg SI-df b�s prov"'de'd�_"yy QU -U* C) An; �-&d a-cdcs f­cm- n, & si*e R&Fle-+t. fnste-ming ond &t=hrre-s-,Kcdu6-s prv�i�cd. Nc`­nj At v�� praidicts slcl be rev,:md 4�� dmmnge� slr'mp up ��-fmm garage 4o K�uscmqc basemaert. C�cr�r g 1 gllxinq 'I+r 6% C\r, cppra-,-J1,T f inor�;rcc, Nlcrt�rzl e�mrzgc co per r.11 � ��,,ll e,i-, I rl:ST i-z-:1udc-d I- ti�w sc�icd,.fc s1kall be in ccr;R;rr,6,-y wnh sh"O 1:c ck4lr cp.&,�m,,; ��zmmwri 4c.l. oF 4-io o-#-, tv�-t�at*foor- TKA�71 A�ZE G= Tm 5:-a\l !�,, lvvc', pj-,-b rnd-Lv, in�,I��itcd O=N=.�ZA' CONOZETF. N07ELS v"e-mo,"se. A0 s;�ct bm-�c-kh�,e limes cmd tPro)idc sm_'-Le alarm, S�,S-ei­is as Per rzes'�de­ial c:'Je.'Mma s�ste�r ,2, All fi-cmri-sp cx7osc-d to wcathcr cm,�/ nr ir+cnvn­\n,�"ill 5r2,Al`,11IN1G, JNt:� LJD���IS 1. All ttem­&Ia 11�-,��qcs, P&-$,11��QmeC�0,1 kv�lls ced'64lbs S�-:,-7 h�avc± bc :r%�­a wl-me F-Z , _,V4 All CHI'lNEY AND F�REIVLAC= NOTES 0fp11;`ER5.A\:) FSA-l"15 0 or i, gmmrd sl'ull bccp7p�-_!d a mmi""um J'timn-c Ccmcrc "N"c' s: emg-,+, 0 approved, li-Ated and In ��t'h N!--;�.41 72, S��, k&clm-ms fg-_#-y rnctc,-cI Al 0,�,e 4 -,, -,- I 11-c Archi-cc+ is ri7,- far rmczrg, dar_�i-w, N a v dd-H k,0-is iv vi-c =11 t-o t�� o4,cc�t��-s:� mr i,�, shall be C.P sleqp'�-g crcz;q, ir",rnc:�tcly C.'-�dkc CA*'Cf�- r-c-samry 0-d prc.--f�:;b frcpla-_�es--nd e�irmrcys shnil 'R' F;ZAt-,HN�� trr�gtcd sKn� e z�-,,- wated, ho-drped be zkc 0-6-p-r-10 cf,6n," 2020 lZr- imrcnrc,�crd Resider!'icl Code, DENaNMW ompla prvlacttm, af Pre c­d prvpr--y fv'r sa-,C-N, ond r-c-c 516 �;n� mp-c+g- 7i r,+'c�ri;r&c and pn� :T� vyi+­;-e !ji'�id �,c i's S-A, AS NOTE-- grc,�!s,t INaiTALI.-T`Z.19e� 91C�N A7 LOC�4710\1 OF INW!".NC- F-L.E�17R'C for-e cL-rtrcz--c-_,;fc"� -o pc4ci-ir,+he %vork�r nc,:�,-r6m-zpc 1 Ali _4�cO tv fz:,rrm�, c­�, przm-vz-_6 c ;rv-cx�-g z,_�rc CARBON t-00NOXIDE DIFTEC-ORS 'ALL vvi� t141T cntl 1hc Archiv,\7+is rc* SiE7VCE, CCN 70 FJR1V9H AN:) ;NSi Prcvde am cpprt-,edl vqd listet, c=rb-c-�� mvmvuide tic�-:­vk sys"vtn ns r-qCFESSIONALLY F-AE-1ZICA-Er:� SIC­fN AS-- DS71jAlL:­:-:�IAZOV'_�L Wk rc-#v1.,naV,c fc-ac�,A_ c�c-, rcf-tr crriv%ia� tN�+�--m=rt r 0, a, A!� ti-,c.4 _��c in c� cc *ix Grd A�i rer-a requirenv\n-cr R4�555 *F-�-e Res:�de r��cl a"'y 04V t1a cr�m RUS5 '_5310N 1 c* 4 CODE ANALYSIS ENERGY NOTES CONTINUOUS RIDGE VENT NAILING SCHEDULE (EXPOSURE "B") OCCUPANCY: Residential Single Family Detached 1. Calculations are valid up to 5999 degree days 1 J SIMPSON CS20 @ roll O.C. REFERENCE STANDARDS: (8)8d NAILS EA. .SIDE JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING 2020 Residential Code of NYS 2. Certified conformance for Zone 11B. COMMON NAILS BOX NAILS As minimum design loads for buildings and RIDGE BEAM (SEE PLAN FOR SIZE) other structure ASCE7-16 3. Wood framed floors, walls and ceilings shall have an approved ROOF RAFTERS(SEE ROOF FRAMING Climate Zone:11B vapor barrier(permeance rating of 1.0 perm) Irstalled on the PLAN FOR SIZE) Degree Days:5750 "warm in winter"side of thermal insulation. RAFTER TO TOP PLATE (TOE-NAILED) 4 - 8d 3 -10d PER RAFTER DESIGN LOADS: 4.Windows and sliding doors shall have a max, ai-infiltration SIMPSON L-80 Roof-. 20 pelf ground snow load rating of 0.3 CFM per square foot of window area. Swinging EACH SIDE OF OVERFRAMING CEILING JOIST TO TOP PLATE (TOE-NAILED) 4 - 8d 3 - 10d PER JOIST Basic Wind Speed:130 mph doors shall have a max. air infiltration rate of C.5 CFM per EACH RAFTER ROOF RAFTERS 2X-4"WIDER THAN Uplift:31 el pf square q foot of door area. RIDGE DETAIL AT SIMPSON H2 A OVER FRAMING RAFTERS Dead Loads:10 psf HURRICANE CLIPS CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 5. Skylight shafts shall have a minimum insulation value of R-19. CATHEDRAL CEILING @ 16"O.C. \ 3 RAFTER SLOPE: 3:12 (HEEL JOINT) 22 - 16d 22 - 40d Table R301.4 - \ /e°0 LAG BOLT CM EACH ROOF RAFTER 4:12 17- 16d 17- 40d Minimum Uniformly Distributed Live Loads G. Garages-front, sides, doors, Interior shall have max. U=.40 5:12 14 - 16d 14 - 40d ,GH Lqp (in Pounds per Square Foot) SIMPSON LBO ANGLE 7:12 10 -16d 10 - 40d 7.All fireplaces shall be provided with a damper for outside @ EACH OVERFRAMING \ / Use Live Loads combustion air 150-200 CFM. All flues shall lave tight seated RAFTER 9:12 AND GREATER 8 - 16d 8 - 40d damper with a max. air leakage of 20 CFM. All fireplaces Exterior Balconies 60 shall have tight-fitting non-combustible doors. CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) Decks 60 MAIN ROOF RAFTER SLOPE: 3:12 22 - 1Gd 22 - 40d Passenger Vehicle Garages 50 8. The Contractor shall submit the design, size and type of ♦ / ROOF RAFTERS 4:12 17-16d 17- 40d mechanical systems which will be used, in sufficient detail, as • Attic without storage 10 RIDGE / TOP PLATE 5:12 14 - 16d 14 - 40d EACH LAP Attic with storage 20 required by the Building Department. CONNECTION DETAIL 12: 7 10 -16d 10 - 40d 12 AND GREATER 8 -lGd 8 - 40d Rooms other than sleeping rooms 40 9.All thermostats shall be adjustable from 55 degrees to FALSE VALLEY Sleeping Rooms 30 85 degrees Fahrenheit. CONNECTION DETAIL O COLLAR TIE TO RAFTER (FACE-NAILED) Stairs 40 10.All ducts and pipes shall be insulated as required by code. RAFTER SLOPE: 3:12 7- 10d 7- 12d Guards and handrails 200 11. HVAC Contractor shall verify heat loss calculations. 4:12 G -10d ro -12d PER TIE DEFLECTION LIMITS: 5:12 5 - 10d 4 -12d g 12.All cellar and/or basement doors shall be insulated. 2 SIMPSON H2A 6:12 AND GREATER 4-10d 4 -12d Rafters with no finished ceiling attached: L/180 ( ) Floors: L/360 ROOF RAFTER TO WINDOW NOTE FOR LOCATIONS WITHIN 13. The Engineer certifies that to the best of his knowledge, STUDIN BLOCKING TO RAFTER (TOE-NAILED) 2 - 8d 2 - 10d EACH END Belief, and professional judgement that the plans are in ROOF RAFTERS @ 16"O.C. ]� ONE MILE OF SHORELINE compliance with the 2020 Energy Conservation Construction CEILING JOISTS @ 16" O.C. r imRIM BOARD TO RAFTER (END-NAILED) 2 - lGd 3 - 16d EACH END All new windows and glass doors shall meet the requirements of Code of New York State. (November, 2D19) the large missile test of ASTM 1996 and or ASTM E 1986 WALL FRAMING A M I IN G �' WOOD STUDS ROOF RAFTERS @ 16" O.C. ZThe contractor shall provide pre-cutY2' plywood panels to cover SAFETY GLASS REQUIREMENT5 _ @ 16"O.C. 0 I the glazed openings$shall pre-drill edges at 12"o.c.to accept SAFETY GLASS REQUIRED AT THE FOLLOWING LOCATIONS: I I II II I SIMPSON CS20 (� TOP PLATE TO TOP PLATE (FACE-NAILED) 2 -16d 1 2 - 1Gd 1 PER FOOT 2-1/2"#8 wood screws and provide adequate number of screws I STUD TO STUD for fastening. 1. Any glazing in any door type. II II II II II II II I III �- HEADER SEE PLAN TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4 -16d 5 -16d JOINTS -EACH SIDE 8d NAILS @ o" SIMPSON CMSTCI6 Ld All glazing in all buildings and structures in the Windbourne Debris 2. Glazing in any walls enclosing a shower,tub,a sauna or steam room ". O.C. @EDGES FASTEN SHEATHING II II II II II II II II ON BOTH SIDES OF Region (130 MPH ultimate wind speed or greater and within (1) IN PLYWOOD TO HEADER WITH 8d �- I' STUD TO STUD (FACE-NAILED) 2 -16d 2 -16d 24" O.G. one mile of any coast lines) shall provide glazing in accordance with 3. Any windows within 24" of a door". I NAILS IN 3" GRIDOPENING, OPPOSITE R301 2 12 of the 2D2D IRC international Residential Code or _ IL 11-11�I , PATTERN A5 SHOWNSIDE OFSHEATHING hJ HEADER TO HEADER (FACE-NAILED) 16d 16d 16" OC ALONG EDGES the Wood Structural Panel Exception contained in R301 212. 4. Any individual pane of glass with an area greater than 9.0 sq. fit. where the8d NAILS @ 12" [� bottom is less than 18" above the adjacent finish floor within 36"of the window. D.C. IN FIELD IN (2)8d NAILS @ 3"O.C. A r , Panel Span V IN DOUBLE STUDS O TOP OR BOTTOM PLATE TO STUD (END-NAILED) 3 -16d 22 - 40d PER STUD Fastener Type ODD 717 5. Glazing in walls of spas, hot tubs or indoor pools within 5'-O" of the water". I PLYWOOD Z -J 1-- 0) g P p I II I �I YY PLYWOOD SHEATHING 12 12 /2' PLYWOOD SHEATHING J fi BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 2 -16d 2 - 16d PER FOOT 2 1/2" #5 Wood Screws 16" 12" 9" 6. Glazing in stairways and landings within 3'-O" horizontally of a walking surface". EXTERIOR FACE;Y2' EXTERIOR FACE:Y2" GYPSUM lij LO Lij I, ENDJOIST OR BLOCKING (FACE-NAILED) 21/2" #8 Wood Screws roll 16" 12" - II II II II II II II GYPSUM BOARD INTERIOR BOARD INTERIOR FACE WITH �, ..� r-- THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF THE FACE WITH 5d COOLER 5d COOLER NAILS @ 7" O.C. "J GLASS IS MORE THA 60"ABOVE THE FLOOR. II (I I) I) II II II II III NAILS @ 7" O.C. (TYPE SOLID BLOCKING AT rn F L O O R F R A M I N G Notes: v, JJJ 1. Provide minimum�/6"GDX plywood panels. Maximum span of SHEATHING JOINTS .10 8'-D"for every window. Panels to be labeled and pre-cut to CSWSP)] [Y2" PLYWOOD (� Qa JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d 4- 10d PER JOIST cover the glazed openings. Supply with appropriate attachment ASPHALT ROOF SHINGLE NOTES II II II II II II III EACH FACE(TYPE 2 DOUBLE STUDS BRACE WALL) hardware. 1. Asphalt roof shingles shall have self-sealing strips or shall be (I II II (I II II II II TOE-NAILED 2 8d 2 - 10d EACH END interlocking and shall comply with the requirements of ASTM D-225 SOLID BLOCKING @ BRIDGING TO JOIST ( ) - 2. Fasteners shall be installed at opposing ends of the wood or D-346, installed in accordance with sect. r 905.2 PLYWOOD JOINTS structural panel. I I�I) II . BLOCKING TO JOIST TOE-NAILED 2 - 8d 2 - 10d EACH END --Y-C ANCHOR BOLT @ 12" V ( ) 3. Where screws are attached to masonry or masonry/stucco 2•All fasteners for asphalt roof shingles shall be galvanized steel, TRIPLE STUD O.C.W/2"X 2"XYa" stainless, aluminum, or copper roofing nails. Fasteners shall be SIMPSON STEEL WASHERS MIN O they shall be attached utilizing vibration resistant anchors ( Q BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3 -16d 4 -16d EACH BLOCK havinga minimum ultimate withdrawal capacity of 490 pounds. minimum 12 gage shanked with a minimum 3/8"d'a. head, and of sufficient C520 @ SIMPSON HDUB-SDS2.5 OF 2) P t P 48"O.C. HOLDOWN AT SHEARWALL length to penetrate through the roofing materials and the sheathing. TYPE "CSC-PF° BRACE WALL DETAIL W F- LEDGER STRIP TO BEAM (FACE-NAILED) 3 - 16d 4 -16d EACH JOIST w' , 3/4",71 ANCHOR Q 3.Asphalt roof shingles shall have the minimum number of fasteners as ROD EAM (TOE-NAILED) 3 - 8d 3 -10d PER JOIST ) required by the manufacturer. JOIST ON LEDGER TO B O FASTENERS 4. For normal applications, asphalt roof shingles shall be secured to the TYPICAL BRACE WALL DETAILCS-WSP BAND JOIST TO JOIST (END-NAILED) 3 -16d 4-16d PER JOIST AS NOTED IN roof with no less than four(4)fasteners per strip shingle or two(2) ROOF FRAMING ROOF FRAMING )L SCHEDULE fasteners per individual shingle. SIMPSON C520 CONNECTOR SIMPSON CS20 W J BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2 -16d 2 - 1Gd PER FOOT DOUBLE TOP PLATE OR(2) H2 AT ROOF DOUBLE TOP PLATE CONNECTOR m NOTE:"STORM PANELS" 5.Asphalt strip shingles shall have a minimum of six(0) fasteners per OR(2) H2 AT ROOF REQUIRED AT ALL NEW shingle where the eave is 20 feet or higher above grade or where the Z ROOF SHEATHING WINDOWS AND DOORS base wind speed is 120 mph or greater. O AND FIXED GLASS PLYWOOD ( n STRUCTURAL PANELS: PANEL INTERMEDIATE AS NOTED CRIPPLE STUDS CRIPPLE STUDS W Z WEDGES SUPPORTS GENERAL CONSTRUCTION NOTES: 5 1. All work shall conform to the requirements of the New York State Residential INTERIOR ZONE 8d 10d 4" 6" Code; all work shall also conform to the requirements of any other Codes and HEADER CONNECTOR M5TC28 SIMPSON ST 2215 N -J 5 authorities having jurisdiction. HEADER The Contractor shall obtain and arrange for all HEADER STUDS HEADER STUDS CONNECTOR PERIMETER EDGE ZOVE 8d 10d 4" 4" FASTENERS required permits, inspection, certificates and tests. AS NOTED IN O 6 GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d 10d 4" 4" -.7ju SCHEDULE 2. All foundations shall rest on undisturbed soil of 1 T.S.F. bearing capacity; � Y contractor shall have the level of acceptable bearing strata verified in the field. n PLYWOOD STRUCTURAL PANEL DETAIL 4'-O" MAX 4'-0°To 12'-0° W E _ CEILING SHEATHING NO SCALE(IN LIEU OF IMPACT RESISTANT GLASS UNITS) 3. All concrete work shall conform to requirements and recommendations of a (] ACI-301-96 ".Specifications for Structural Concrete for Buildings" (fc =3000 O J # GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7 EDGE/10" FIELD Sheathing attachment as per the 2020 WFGM, Wood Framed psi).All exposed slabs, garage slabs, and steps shall be psi air-entrained. I I FULL LENGTH FULL LENGTH Q V Construction Manual for one and two family dwellings, Page 149 Reinforcing steel shall conform to ASTM A-615 Grade 60. WALL.STUDS WALL STUDS O U `- WALL SHEATHING Table 3 1, 140 Mph wind speed, Exposure-B 4. Double frame around all openings, under parallel walls and under bathtubs. Provide UPLI�T I SIMPSON SIMPSON Q U Roof sheathing Maximum nail spacing for 8d common nails t I r NNE TOR _ 0) Table 3 10 with 15/32"CDX Plywood sheathing .Simpson hanger connections a a I flush structural load bearing conditions. QUIR ST2215 MSTC28 STRUCTURAL PANELS/HARDBOARD PANEL INTERMEDIATE CONNECTOR CONNECTOR EDGES SUPPORTS 5. All concrete block shall conform to ASTM C90; Mortar shall be type"M" '� Sheathing Location Spacing At Panel Edges Field NOTE: it INTERIOR ZONE 6 8d 10d roll 12" 12" o.c. roll 12" 6. All steel work shall conform to the requirements of the RISC "Specifcations for UPLIFT CONNECTION IS REQUIRED AT EACH END OF HEADER AND HEADER TIE DOWN DETAILS Interior Zone Design, Fabrication and Erection of Structural Steel for Buildings". Steel shall AT BOTTOM OF HEADER STUDS IN ADDITION TO CONNECTORS AT " G 16" O.C. 6" 12" conform to ASTM a-572 GRADE 50 and A-501. g WALL STUDS AND AT TOP AND BOTTOM OF CRIPPLES 3/8' =1'-O 4' EDGE ZONE 8d 10d roll roll ( ) 12" O.C.. roll 12" 4 Perimeter Edge Zone FIBERBOARD PANELS: 16" o.c. ell 12" 7. All electrical work shall conform to local NEC old Underwriters Laboratory O (n 3 _ Wall Sheathing Maximum nails spacing for 8d common nails requirements. -- 7/16" rod 3" EDGE /G" FIELD 9 P g o 61 O t 3 Table 3 10 with 15/32"CDX Plywood Sheathing U -1- U 25/32" 8d - 3" EDGE/G" FIELD 8. Pre4abricated fireplaces and flues shall be UL cpproved. L U }- 12" O.C. 6" 12" W N z Interior Zone 4- 6 0 GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7' EDGE /10" FIELD 16" O.C. roll 12" 9. Install smoke detectors and carbon monoxide detectors in accordance with all s Lo o L(1 12" O.C. roll 12" state and local code requirements. U L i `a 4 Perimeter Edge Zone PARTICLE BOARD PANELS 8d 8d SEE MANUFACTURER roll o.c. roll 12" 10. The Contractor shall verify all existing conditions before starting construction and _U S shall notify the engineer of any ambiguities or discrepancies before proceeding with N FLOOR SHEATHING Floor Sheathing Maximum nail spacing for 8d common nails Ultimate Design L the work. If any questions arise before or during construction as to the intent or Minimum Wood Minimum Maximum Panel Nail Spacing Wind Speed (mph) 1L Table d sheathing with 3/4"Tongue and groove approved CDX details of the drawings, the contractor shall can the Engineer, . PE, at for Minimum Common Nail P g P ( p ) plywood sheathing Sheathing g g Structural Panel Nominal Panel Wall Stud Wind Exposure Aroa Boo&,aAreNsa clarification and/or instructions. If the contractor fails to follow the above Span Rating Thickness (in) Spacing (in) Edges Field Category /� U AR STRUCTURAL PANELS: 12"O.C. roll 12" procedure, he shall assume all responsibility for the consequences of his actions g ry {�E CyjT� Interior Zone Size Penetration (in) (O.C.) (O.G.) B C D •��' 1" OR LESS 8d 10d 6" EDGE/12" FIELD i J ���R O roll O.C. roll 12" and/or decisions. GREATER THAN 1" 10d 16d 6" EDGE/ G" FIELD 12" O.C. roll 12" 8d 1.75 24/D 3/8" 10" roll 12" 140 115 110 • ' i2 A 4 Perimeter Edge Zone 11.The owner shall arrange for supervision of the construction work to ensure 16" roll 12" 170 140 135 !' u �. 16"o.c. roll 12" compliance with the contract documents. 24/16 7/16" 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3" 24" 6" 1 12" 140 115 110 41 1 ON CENTER AT THE PANEL EDGE TO 013TAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE Notes: 12.When using ACQ pressure treated lumber all rails screws sill plates and wind DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. 1. Roof and wall sheathing within 4'-0"of the perimeter edge straps must be hot dipped galvanized or stainless steel fasteners. 5 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE including 4'-0"on each side of the roof ridges shall be attached \9TF REDUCED TO 1-16d PER FOOT. in accordance with the 4'-O" Perimeter Edge Zone Nailing CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2 (1) N MOB Requirements listed above.All metal connectors and fasteners 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED;CHECK IBC FOR ADDITIONAL REQUIREMENTS. (nails, screws, bolts etc) shall be approved hot dipped WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER MEAN "- #2303 4/11/23 galvanized unless noted otherwise.All connectors installed GROUND SPEED TOPOGRAPHIZ SPECIAL WIND WIND-BORNE WEATHERING FROST LINE TERMITE FLOOD AIR FREEZING d0a „° " Co 1V1C 0;_< ; °;� ' g DESIGN DESIGN UNDERLAYMENT ANNUAL € S.A. AS NOTED 4. ALL QUANTITIES ARE BASED ON 16"OC SPACING FOR RAFTERS,JOISTS AND STUDS. over wall and roof plywood sheathing shall be approved by the SNOW LOAD EFFECTS REGION DEBRIS ZONE DEPTH HAZARDS INDEX thet�`�rc i',� C,,,•. C ; �icy not 4"c C0 i 0 p g PP CATEGORY TEMP REQUIRED TEMP �' 5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE ROOF PEAK,THE 4 local building department before installation. . J.L.M. F.E. Ibs/ftz MPH °F €�'r P�9i` d in Op"y ' aim 0 id, IT=Qy O'er b € FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. °F CPAVMK b 2. All fasteners for structural framing (nails, screws, bolts, etc) use-6 `� others,�,;;-l�'�.: b��€�3.sue��; °�"}''c.:a '; i 1 3 ,P°1 shall be hot dipped galvanized. MODERATE TO 6. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE USED. pp g 20 130 YES NO NO B SEVERE 3'-O" 11 YES NO 452 52.70 o �`e ti � , ?tangy I L-----------------------L_ HEAVY ,�;�;...t�'"i.�:.Q�;`�'"1 '� t Cf'i �c-� , 2oF4 CONSTRUCTION NOTES CODE REFERENCES: GENERAL NOTES COLUMN FOOTINGS SAFETY GLAZING FOUNDATION SYSTEMS: Shall conform with Code sections and Tables Users of these Construction Documents shall refer to the Genercl Provide 3"dia steel columns on 24"x 24"concrete footings min.12" All glazing at all shower enclosures, wet locations and all other R404.1.1(1), R404.1.1(2), e R404.1.20)Thru R404.1.2(9) Notes for all other information and requirements of these deep and to bear on virgin soil, hazardous locations shall conform to R308 of the 2020 Code. ANCHOR BOLT SIZE AND SPACING: %"0 @ 30" O.C. Construction documents now contained in these Construction Notes. WINDOW FALL PROTECTION PROTECTION AGAINST DECAY: Refer to Section R317 All specific Code References contained in the General Notes shall TYPICAL SILL AND LEDGE be to the 2020 Residential Code of New York State and the PROTECTION AGAINST TERMITES: Refer to Section R331 1. Provide 0)ACQ treated 2 X 6 plate with copper termite Provide window fall protection at all window openings as per R312 of 2020 Cade References contained in these Construction Notes, the 2020 Code. shield and sill sealer at top of 8"CMU wall. FLOOR SYSTEM: Shall comply with Chaper 5 USERS OF THE CONSTRUCTION DOCUMENTS 2. Provide%" Dia.X 18" anchor bolts at 48" o.c.,filled solid with EMERGENCY EGRESS WALL BRACING SYSTEM: Shall comply with Sections R602.10, 1. The Construction Documents are the drawings 1 /7-7/7 and 3"x 3"steel washers, min 15"embedment and max 12"from R602.10.10, R602.11 $RGO2.12 the agreement between the Architect and the Owner:The Provide as indicated and R310 and R311 of the 2020 Code WINDOW ANCHORAGE: Shall comply with Section R609.7 Owner shall inform the Contractor of all pertinent information corners and 6"from ends. PY contained in the agreement which may effect his responsibilities TYPICAL STAIRS WINDOW MULLIONS: Shall comply with Section R6O9.6 including all MISCELLANEOUS PROVISIONS AND 3. Provide (1)ACQ treated 2 X 4 plate with copper termite P Y SERVICES NOT INCLUDED IN THE AGREEMENT. shields and}�2" Dia X 12"anchor bolts at 48"o.c. filled solid at Provide new stairs as noted in conformity with R311 of the 2020 4"X 8"foundation wall ledge. Code. The Architect is not responsible for design details as selected EXTERIOR WALL COVERING: Shall comply with Section R702.1, R703.1, by the Owner. Provide Y" GWB under all stairs R703.4 Refer to Table R703.3.1 for weather-resistant Siding Attachment 2. All users of these Construction Documents are required to and Minimum Thickness. Refer to Table R703.6.1 for Wood Shakes or p review and understand the entire contents of the Construction CRAWL SPACE Shingles. Documents,with specific attention to the work they may erform TYPICAL HANDRAILS P eY Y P Provide min. 2"concrete slab on 6 mil polyethylene vapor on min. 6" and their work relationship to other trades, contractors and clean compacted sand and gravel. Provide 2" SFI at inside of all walls Provide handrails and Y wall guard at basement stairs and steps as FOAM SIDING BACKER BOARD: Shall comply with R316 materials. and approved damp proofing at exterior side. indicated and as per R311 of the 2020 Code. The Architect is not responsible for the design and details as selected by the Owner, ROOF/CEILING CONSTRUCTION:Shall comply with R802.1 Refer to • 3. All written information in the GENERAL NOTES and TYPICAL EXTERIOR WALL including structural and safety requirements, materials, connections Rafter Span Tables R802.4.10)and (2). CONSTRUCTION NOTES shall take precedence over detail and installation with shall be the sole responsibility of the Owner and drawings; and detail drawings shall take precedence over smaller 1. Provide siding to match existing on #15 saturated building felt or the Contractor. ROOF ASSEMBLIES:Shall comply with Section R902, R903, R904 scale drawings, unless noted otherwise. equal on y" CDX APA rated plywood sheathing on 2 X 6 wood R9045. O studs at 16"c.c. with closed cell spray foam insulation and GUARDS 4. The Architect shall maintain the right to issue revisions, fiberglass insulated bait insulation as per Res-check with y" ROOF SLOPE: Shall comply with Section R905.2.2 corrections, clarifications and addendum as may be required and GWB. Provide guards at all stairs and stairway openings and decks as as determined by the Architect. indicated and as per R312 of the 2020 Code;The Architect is not ASPHALT SHINGLES: Shall be secured to the roof with not less than (4) 2. Install sheathing perpendicular to 2 X 6 studs at 16"o.c. Provide responsible for the design and details as selected by the Owner, fasteners per strip shingle or(2)fasteners per individual shingle(R905.2.6) CONSTRUCTION NOTES solid blocking at all plywood seams. Extend plywood to tops of all including, structural and safety requirements, materials, connections exterior walls and plates and to top of(2) RR at gable end walls. and installations which shall be the sole responsibility of the Owner 1. The Construction Notes,the Construction Drawings and the INTERIOR FINISHES AND MATERIALS: Shall conform to the fire spread � ]� and Contractor. Agreement between the Architect and Owner are the 3. Provide all nailing, strapping and metal connectors as per detail and smoke-density requirements of Section R702. Construction Documents for the project. The owner and the sheet, and as required to provide for a continuous load path from contractors shall construct the project as indicated;and unless INSULATION AND VAPOR BARRIERS: Shall be fire rated per Section r- they have received certified written, and or, drawn Information roof to foundation system. ENGINEERED LUMBER R302.10. and instructions from the Architect indicating otherwise. s 4. Provide R-15 BFI and /e"fire rated Type X-Gyp Bd at all walls All engineered floor joists,floor sheathing, LVL and PSL framing GYPSUM BOARD: Shall conform to Section R702.3. 2. The Architect is not responsible for any construction or materials and ceiling of garage. material as noted are 'TrusJoist' by"Weyerhaeuser"and shall be j which deviate from the Construction Documents. The Architect is TYPICAL FLOOR installed as per the manufacturers specifications. MAINTAIN MINIMUM CLEARANCES TO THE BATHROOM FIXTURES: O not responsible for any construction or materials prior to the Refer to Section R307.1 >„ Owner has received legal permits from all authorities having Provide 3/4'tongue and groove APA approved CDX plywood All PSL as noted are 2.E E icroloParal am PSLALL LVL are 1.9 E. Microlam I� } jurisdiction. sheathing, installed with continuous construction adhesive and nailed STAIR LANDING: Shall comply with section R311.8.2 } 1 as per nailing schedule on floor joists as noted. Provide R-19 FBI See calculations for all Glue Lam Beams CODE REFERENCES Ld fiberglass bast insulation with kraft paper vapor barrier at warm BETTER HEADER STAIRWAY: Shall comply with Section R311.7 W j All code references to the"2020 Code"are to the 2020 side.All finished floor materials shall be selected by the Owner. HANDRAILS: Shall comply with Section R311.7.8 Ir+rl _J Z Residential Code of New York State unless noted otherwise. The All beams and girders with steel plates shall be manufactured by U 1 Owner, Contractors, Building Officials and others may go on-line, TYPICAL FLOOR BLOCKING "Better Header"or approved equal. Site constructed flitch plate contact the Architect or contact local or NYS building and Provide solid PSL floor blocking under all posts and concentrated beams shall not be allowed �- ' administration officials for further information regarding all code loads to top of girders as noted. U I references. METAL CONNECTORS LU 0) Z _J 0 BY OTHERS FIRE BLOCKING All metal connectors, straps and hold downs are by"Simpson" unless Provide fire blocking/stopping at entire residence as per P302.11 of noted otherwise.All connectors, straps, nails, bolts and screws are Lu Lo All references to"By Others" shall be defined as other contractors, the 2020 Code. hot dipped galvanized or"Z-Max", details to be provided. UJ _ ^ design professionals or others who are responsible for the design m and or construction of the item or assembly being referred to. Items pRAF'�- STOPPING CONTINUOUS LOAD PATH �] designated"By Others"are design items that are not included in the agreement between the Architect and the Owner. The Architect is Provide draft stopping as per R302.12 of the 2020 Code. Provide a continuous load path from all roofs and exterior walls to I the foundation system as required by the 2020 code and latest not responsible for any items designated as such. edition of the WFCM Manual for One and Two Story Dwellings for GABLE END WALL BLOCKING MATERIALS AND ASSEMBLIES the 140 mph wind zone and as per any additional local building Provide two rows of full member depth solid blocking perpendicular to department requirements. 1. All construction, materials , products and assemblies shall be new all roof rafters, ceiling joists and second floor framing at max 48" and approved for use by the 2020 Residential Code of NYS, o.c. at all gable end walls. Provide 1Y4'20 gage galvanized metal SMOKE ALARMS The latest edition of the WFCM for One and Two Family strapping at top of blocking with Sd common nails at 12" o.c. and extend strapping over side wall with O Sd common nails to the Provide a hardwired and interconnected system as per R314 of the 0 - Dwellings and all authorities having jurisdiction. PP g � ) 2020 Code. Q exterior wall stud before installing exterior sheathing. 2. All materials, products, and assemblies shall be installed as per CARBON MONOXIDE DETECTORS W O the manufacturer's specifications for the climatic and wind region TYPICAL INTERIOR WALL as indicated, such manufacturer's specifications shall take Provide wood stud walls as per drawings with solid blocking at Provide a hardwired and interconnected system as per R315 and J precedence when indicated over other authorities. mid-height. Provide optional sound butt insulation and other sound P915 of the 2020 Code and any other local authorities having .--- SOIL BEARING deadening remedies after verifying with the Owner. jurisdiction. Q MECHANICAL ROOM All concrete footings and piers shall bear on undisturbed virgin soil METAL STUDS � unless otherwise specified herein. The contractor shall not proceed Provide s/8"fire rated Type 'X" gyp bd on 18 Go. 2"x 2" metal 1. Remove existing HVAC and Hot water heater, Provide a two(2) with the work and shall notify the architect where concrete footings zone HVAC system with hot water storage. Provide separate ti i f id all t t 10"d t sus a o.c. a a sides o existing first f oor fire (V and piers as indicated do not bear on undisturbed virgin soil.All non-bearingMechanical Room intake and exhaust air ventilation system. undisturbed soils have an assumed minimum soil bearing capacity of place and existing second floor chimney as per the drawings. O 1,500 psf as permitted by the 2020 Code. 2. Provide whole house ventilation exhaust TYPICAL BASEMENT WALL a ouse mechanical ven on system w J U fans to the exterior at all bathrooms. Provide exhaust ventilation at BACK FILL Provide R-14 closed cell SFI at exterior wall, seal exposed SFI as stove at the exterior. W Z W All back fill shall be clean sand and gravel. Back fill after floor required. ENERGY EFFICENCY framing has been completed. INSULATION + O All construction and materials shall conform to NYS Res-Check -� O ENGINEERED FILL 1. Provide fiberglass batt insulation FBI and closed cell spray foam requirements and Part IV of the 2020 code. See attached $ O insulation SFI at all exterior walls as noted in the drawings and Res-Check report. Caulk and seal all joints, holes, openings, O O During the course of excavation and demolition the contractor shall connections and duct work air tight as required to obtain approvals .. notify the Architect if, and where, any new footings as drawn are Res-Check Certificate. 9 q PP of all Inspections. �- above or not below a minimum of 12" below any disturbed soil. If any 2. All fiberglass insulation shall have kraft paper vapor barrier to such conditions are encountered the services of a certified NYS W Q the warm side. HEATING EQUIPMENT professional Engineer shall be required in order to remedy the conditions as per the 2020 code. The owner and/or contractor 1. Provide boiler and hot water heater intake and exhaust fresh air O U 3. All spray foam insulation shall be approved for its use.All spray � shall be responsible for retaining and payment of all such services as per the manufacturer's specifications. Provide clear distance O V foam insulation shall be closed cell with a min. R value of R-7/inch. between all existing and shall not resume the work in the affected areas until having g heat producing equipment and combustible O F- All spray foam insulation shall be covered with.Y GWB or equal. received written and or drawn instructions from the engineer. All SFI at all roofs, crawl spaces, mechanical room and all other materials as per the manufacturer's specifications and Part V of the 2020 Code. DEMOLITION areas which are exposed. No covering shall receive fre rated coating(s)as required by R316 of the 2020 Code. 2. Provide 5/e"T "X" Fire Rated GWB wallsand f ype re ae a a an ceiling o A 15 Safely remove all walls and construction as indicated in drawings. p 11 The Contractor is solely responsible for the safetynew equipment room.precautions a+ TYPICAL EXTERIOR TRIM # 2 the project side. Locate and mark all utilities before the start of the 3 All HVAC design and installation is the sole responsibility of the if. $ work. Verify all trim materials with Owner. Match all existing sizes and Owner and the Contractor and shall be in strict conformity with 4 "I details. the manufacturer's specifications and Part V of the 2020 Codei PATCHING AND MATCHING and all other codes and requirements of all authorities having Patch and match all existing materials which are removed. Match al TYPICAL FASCIA / SOFFIT jurisdiction. materials which are to remain and patch as required as to appear Provide metal drips over all roof edges O } O new. 4. Refer and conform to all NYS Energy Code information and U 4- U VERIFY TYPICAL ROOF requirements for all equipment and duct work as required. LI- N °a +- a o Provide black asphalt roof shingles , as per the Owners selection on 5. All other information as may be required is not included as per p Verify all existing conditions, materials and construction as indicated Y" CDX APA rated fir plywood sheathing perpendicular to the roof P y g P P the agreement between the Architect and the Owner. in the drawings, including all foundation walls and footings. Notify the rafters as noted. Provide LLC drip edge on 24"wide approved ice L m Architect when existing construction does not conform to the barrier at all roof edges.All asphalt roof shingles and installation ELECTRICAL/LIGHTING/PLUMBING/PHONES/ L drawings.The contractor shall not proceed with the work in the N N g P shall be In conformity with the manufacturer's specifications for the L areas that are in conflict, or may be, in confict without receiving wind zone region as noted and the 2020 Code. CABLE/SECURITY/APPLIANCES LL Y_ written and drawn information from the Architect. 1. All design and installation of all services, connections,equipment, q �„* FINISHED GRADE TYPICAL GUTTERS AND LEADERS fixtures, motors, etc are the sole responsibility of the Owner and �. '' '/T Provide gutters and leaders as selected by the Owner. Connect to the Contractor and shall be in strict conformity with the G\" CO< All finished grades to slope down and away from the new work fora drywells as required. manufacturer's specifications and Parts IV, V,VI,VII,Vill, IX and 0 r► minimum distance of 10 feet.All finished grades as indicated may be X of the 2020 Code and all other codes and requirements ad ny -r Lo O altered but are the sole responsibility of others. WINDOWS / EXTERIOR DOORS and all authorities having jurisdiction. TYPICAL FOUNDATION / FOOTINGS 1. See attached window and door schedules. 2. All other Information as may be required is not included in the rZ 1. Provide 8"x 8" and 12"x 8"approved bearing CMU foundation 2. All garage overhead doors shall comply with UL 325 and the agreement between the Architect and the Owner. walls with 20"wide x 10"deep continuous concrete footings with 2020 Code.Wind pressure requirements for the 140 MPH OF N� (2) #5 continuous rebar and 0) bent#4 vertical rebar at 48"o.c. wind zones as per R301 of the 2020 Code. ARCHITECT'S SERVICES DURING THE 2 filled solid to top course. Fill top course solid and provide CONSTRUCTION PHASE �o�c# �'� galvanized 8"wide ladder reinforcement at 16"o.c. horizontally as 303 4/11/23 The Architect has not been retained b the Owner to perform °ea°r®B'' ecu� per the structural schedule. y S.A. AS NOTED changes to the documents, observations or inspections. 2. Provide approved damp proofing at the exterior face of all J.L.M. F.E. foundation walls and continuous R-14 closed cell SFI at interior oMWMHO) face. 3 OF i (t)USP-LSTA30 STRAP AT —(t)USP-LSTA30 STRAP AT EACH PAIR OF OPPOSING EACH PAIR OF OPPOSING RAFTERS CONNECTING RAFTERS RAFT ER5 CONNECGIN RAFTERS FINISHED CEILING TO RIDGE-(22)10d NAILS TOTAL TO RIDGE-(22)1OdNAILS TOTAL 4"THRU VENT--,,. -- ALL ARCHITECTURAL AND THERMOSTAT THREE TAB ROOF SHINGLES SECURITY CONTROL PANEL- TO RECEIVE(6)FASTENERS PER SHINGLE AL_ARCHITECTURAL AND 4"S, THREE TAB ROOF SHINGLES LIGHT SWITCH MAXIMUM 4 GANG TORECEIVE(6)FASTENERS 1Y--" cv SWITCH OUTLETS) IN CASE THERE - PER SHINGLE 1Y�' 1 Y" a" ARE MORE SWITCHES THAN 4 ADD USP-RT20 HURRICANE L V. ADDITIONAL SYMMETRICAL OUTLET SHEATHING TO RUN TO 2x PAD C) - SET ON DECK$BE FASTENED DROPPED HEA ER AT EACH RAFTER GANGS ABOVE (6_3+3 OR 5-3+2} —'-- o I W/rod DEFORMED SHANK RAFTER SPACING 16"D.C.MAX. SH W Z O[ DUPLEX OUTLET NAILS AT roll O.C.AT EDGES (9)8d NAIL INTO RAFTER F A.I, w tw-- TELEPHONE 6 TV OUTLETS ig (9)&d NAIL.INTO HEADER GROUND FLOOR 2 U Z 4 1 2" 4„ irl BASE m I (1)U5P PBE5 POST CAP 0 TO MEET A MN,UPLIFT OF HOUSE (1)USc-RT20 HURRICANE ANCHOR ; 1400 psi WOOD BEARING -► 4"X.H.C.I. DRAIN LINE TRAP I CAPACITY-NAIL SIZE I AT EACH RAFTER ; TO SEPTIC C I AND QUANTITY FINISHED FLOOR I \"GYPSUM BOARD INTERIOR RAFTER SPA„iNG 16"O.C.MAX, I A5 PER MODEL NUMBER SYS?EM �; FINISH.,-)"LONG TYPE R (4)6d NAILS INTO RAFTER I LOCATIONS OF INTERIOR ELECTRICAL DEVICES SCREWS,AT 12"D.C.PER (4)8d NAILS INTO PLATES � REFER TO MANUFACTURER PLUMBING RISER DIAGRAM 9 a 0 TABLE R-702.3.5 (°)8d NAILS INTO STUDS t'-)t'. Scale: NTS 7l16"APA RATED �- COLUMN COVER AS SPECIFIED t i� NO SCALE EXTERIOR SHEATHING ; 1 FASTENED TO WALL STUDS W/ j NOTES: .rod DEFORMED SHANK NAIL5 1.ABOVE GRADE DRAIN PIPES TO BE PVC SCHEDULE 40 AT 12"O.C. I PRESSURE TREATED POST PER PLANS 2. BELOW GRADE DRAIN PIPES TO BE CAST IRON I 3.WATER SUPPLY PIPING SHALL BE COPPER(ASTM B-42) • CEDAR 51DING,0.12 NAIL, 4.ALL PIPING TO BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 (IRC) ^^ 14 LONG AT EACH STUD • USP PAU OR APPROVE[)ECU AL POST HOLDER EMBEDDED IN CONC• rod DEFORMED SHANK NAILS FASTEN TO P05T W/12-16d NAILS O AT roll C.C.ALL PLYWOOD EDGES ' DOOR SCHEDULE CONCRETE FOUNDATION I! ANCHOR BOLTS,IN ACED M ' DOOR TAG DOOR SIZE DESCRIPTION REMARKS QTY • PLANS AND WITHIN 12'FROM END 0�EACH PLATE SECTION.60LT SHALL TYP FASTENER SCHEDULE @ COLUMNin I EXTEND 12"INTO CONCRETE FOUNDATION ,A D1 2'-4"X 6'-8" EXTERIOR DOOR ENTRANCE TO P.R. 1 i Scale: 1/2"-T-O" �•1 D2 2'-4" X ro'-8" SHOWER DOOR CUSTOM 1 M� D3 4'-0" X rc'-8" BARN DOOR 1 IM WINDOW SCHEDULE ii WINDOW TAG WINDOW SIZE DESCRIPTION MANUFACTURER MFG # SO FT.�' U-VAL VENTILATION CLEAR Gt7l, O TYP 1-STORY WALL FASTENER SCHEDULE GLASS OPENING Scale: 1/2" -1'-D" vvi2'-1 8" X 4'-1 (n �" DOUBLE HUNG ANDERSEN 20310 5.70 0.32 3.25 3.24 1 w ELECTRIC LEGEND w Z _ 'IQ w I. SINGLE POLE SWITCH STANDING SEAM STANDING SEAM LL. ADJU5TABLE 5PEED FAN 5WITGH METAL ROOF 12 METAL ROOF 12 ` r p 51NGLE POLE 5W1TCH(DIMMER) �i 0 AL E 0 A DIGIT TH RM 5T T w i 0 , rt , w DUPLEX RECEPTACLE OUTLET ;q: ;: ::: ;:; .> ,1": mm EPT T ,.: ,.,. I. � � W F.I. (GROUND AULTPUPLEX AINTERRUPT}CLE T U55 GHARGER/TAMPER-RE515TANT AZEK TRIM AZEK TRIM BOARDS U55 RECEPTACLE _ .. BOARDS —1►i PHONE JACK(TO BE DETERMINED) DOOR POCKET ro X ro AGO I EH GABLE T.V.OUTLET (HARD WIRED) POST P.R. DOOR TO CEDAR PERFECTION I BEYOND O RECE59ED DOWNLIGHT SHINGLES 5"/TO WEATHER SIDING ( I OUTDOOR BARN PENDANT LIGHTING 1 DOOR TO MATCH HOUSE SHOWER I , G� BEYOND WALL MOUNTED FIXTURE BARN DOOR BENCH 2O40 I I N RECESSED FIXTURE I I ......... i I E RECE5SED EXHAUST FAN — — — — — — — — — — — — — — — — — a . . ORNAMENTAL CEILING FAN U ^1T O 8 REAR ELEVATION RIGHT SIDE ELEVATION 5 FRONT ELEVATION AT POOL PAVILION 6 LEFT SIDE ELEVATION z O 5cale:1/4' =1'-0" Scale: 1/4" -1'-O" Scale: 1/4" -1'-O" Scale:1/4" =1'-O" TES: 1. CONVENIENCE OUTLETS TO BE PROVIDED IN 14'-10" w O ACCORDANCE WITH E3301 (IRC) 14'-10" 4'-4' 2. GROUND FAULT AND ARG-FAULT GIRGUIT-INTERRUPTER CEDAR PLANK 6'-O" , (� PROTECTIONS IN ACCORDANCE WITH SECT. EB-902 (IRC) 16"X 8" CONC HAUNCH roll X roll HIGH WALL AT A AGO OUTDOOR SHOWER ' UNDER PARTITIONS POST w J `� l9 —�- ♦ I Z DRAIN BENCH O A I ♦♦ 4„ � � 0 I I > � Ell z tSl 2 X 6 RR 2 X 10 RIDGE 2 X 8 RR I I U) I I in CEDAR PLANK 6'-O" U @ 16" O.G. @ 16" O.G. I I HIGH WALL AT I �-'p,� I "'"'"-' k I I I I I I OUTDOOR SHOWER I ry �� ♦ 4- O X LINE OF D3 4068 COLUMN I `t d 12" 5'-2' ( �] an J LJ ABOVE — ----- -- w — 12" SQUARE PERMA-CAST5-7' O _I # bl COLUMN NE 24"X 24"X 36" ROOF OVERHANG O v f HIGH STONE CLAD COLUMN - LINE OF I BASE BARN DOOR ~ COLUMN ABOVE 2 X 6 ACQ SILL 4" P.G. SLAB ON GRADE .,a�o�PE • I BLUESTONE PATIO j I I GRADE ANCHOR BOLT 11 _ - RC/ T n i SLAB ON GRADE �/ 4.J 4" POURED CONCRETE SLAB WITH I ' ( �; <�C BARRIER ON OP OFWWF OWELL COMP CTED 501E EDGE OF SLAB EDGE OF POOL .. m 0 1 5 0 —_.....- ...... ,�._ ———..,..,.•.......,.--- -4 i rq rE Tea„ ELECTRIC PLAN °e10m�` SCALS S.A. AS NOTED; 4 Scale: 1/4" -1'-O" wwew crEcWsn ' ROOF PLAN FOUNDATION PLAN FOR POOL PAVILION 3 Scale:1/4" -T-0" Scale: 1/4' =T-O" J.L.M. J.B. IN-GROUND POOL DMWNO MAP SECTION THRU SEAS FOUNDATIONOR PLAN FOR POOL PAVILION of4 '� Scale: 1/2" =T-O" QmSC_L_ -'l ale:1/4 -T-O" 4 G—ENERAL N07ES GENERAL.STAIR NOTE SEE TABLE R3012(1)OF THE 2015IRC INTERNATIONAL RESIDENTIAL CODE A='--PI'AKCE AND/OR USE OF THESE DOCUMENTS BY THE OWNER IS ACIM INLEDGEMENT BY THE OWNER THAT THE DOCUMENTS ARE BASIC IN is IZIRE,AND HE OR HIS ALL DESiGN CONSTRUCTION AND INSTALLATION()FALL STAIRS --'-- SHALL BE THE SOLE RE=SPONS181LiTY OF THE STAIR CONTRACTOR ALL STAIRS SHALL.BE NN ACCORDANCE Cm RACTORS kAVE THE O(PERnSE AND EXPERIENCE TO PERFOM ALL OF THE WORKAS INDICATED THE ARt�WMCT HAS NOT SEEN RETAINED TO PERFORM DESIGN WITH CHAPTER 3 OF THE - RESIDENTIAL CODE ALL TREADS AND RISERS SHALL BE IN ACCORDANCE WITH CHAPTER 3 OF THE 2016 IRC INTERNATIONAL SMILES FOR ANY ME0WACI1d.ELECTRtCAty PLUMBING AND SANITARY SYSTEMS RESIDENTIAL CODE AND AMENDMENTS 11 AND 12 OF nIE 2018 NEW%ORK STATE CODE SUPPLEMENT ALL I2 ERS ARE CLOSED UNt.1FSS NOTED OTHERWISE MINWLIM HEADROOM AT STA A IT IS i CLIMATIC AND GEOGRAPHIC CO D E ANALYS I S IHE SOLE WP'OL"iSIBiLTlY'OF THE USER OIL THESE DOCUMENTS TO OBTAIN ALL VALID PERMITS FROiA ALL AGENCIES IiAV1PlG jURI=GMON�STARTING NY IR$IS W-3 AS PER wows MAX MER 8 IW DESIGN CRITERIA THE ARCHME;1'iS NOT RESPONSIBLE FOR WORK PERFORM©iM ASSOCIATION WITH THESE JOCt3MENTS UNLESS THE OWNER HAS OBTAINED ALL PERMITS FROM ALL MIN TREAD 9 W/O NOSE AUTHORITIES HAVING NG� T � -rAND ENTL�TPOIL {�SUN��NYoPDTHAAIRDP�� MIN NOSE 314 PEMITT PE �T NGAND APPROVAL. OWAS AERNmENTA2APRVAS SUFcoU ARTM�oFELTH eHTAYISO MAX NOSC-11/4• GROUND SNOW PmIIT) MAX NOSE RADIUS-9116 LOAD 20 PSF THE ARCHITECT mAs NOT BEEN RETAINm TO PERFORM SERVICES FOR THE CONSTRUCTION PHASE OF THIS PROJECT THE ARCHITECT IS NOT RESPONSIBLE FOR ANY GENERAL HANDRAIL AND GUARD NOTES CtiMIGFS W TIDE WORK NOT IN CONFORMANCE WITH THE:04CUiUEAETS UNLESS[►ERECTED BY THE ARCN1TEt;T IN CERTIFIED vuRtTriE=N ANa/oR DRAWN FORM ALL ALL CONSMUCTION AND MATERIALS INCLUDM0 ALL.ELEC IRIC ' PLUMBING A%.0 HVAC SHALL CONFORM TO ALL THE REQUIREMENTS OFTHF. 2020 RESIGN CONSTRUCTION AND MISTALLATION 01=ALL.HANDRAILP AND(/CARDS SHALL 8E THE SOLE RN_SPONSI9ILTY OF THE RAIL CONTRACTOR ALL HANDRAIL$AND WIND SPED 140 GUARDS SHALL BE!IV ACCORDANCE WITH tAF 24TER 3 OF THE. RESIDENTIAL CODE MAX,4 CLEAR BETS►VEEN VERTICAL BALUSTRADES TOP OF ALL (mph) RI:YWWS BY 2 0 2 0 RESIDENTIAL CODE WFCM WOOD FRAME CONSTRUCTION MANLiAI.FOR DIE RAILS 36 ABOVE ADJACENT FINISH FLOM PROVDDE HANDRAILS Oh,3PEN 81*b OF ALL STAIRS AND STEPS HAVING 3 OR MORE RISERS PROVIDE HANDRAILS MID -SEISMIC DESIGN AND 11 v►J FAMILY DWELLINGS AND ALL OTHER C"k$ LAW s REGI6,ATIO% OPM ANCES AND AUTHORITIES HAVING JURI8DICT'ION GUARDS AT ALL OPEN AREAS 18 OR HIGHER ABOVE ADJACENT KOM OR EXTERIOR GRADE UNLESS NOTED OTHERWISE. CATEGORY B ALL CONTRALTORS SHAH 8E LMNSM MID INSURED AS REQUIRED ALL CONSTRucmN sHAm BE BAsED ON THE DEE41ENsioNs As IN xoATED IN THE DRAWINGS VERIFY ALL WORK NOT DIMENSIONED NTH THE Afiy OTECT BCE THIE START GENERAL SWIMMING POOL,HOT TUB AND SPA BARRIER NOTES OF THE WORK.00 NOT SCALE THE DRAWINGS FOR DIMENSIONS WEATH- ALL SWUbtMING PdOLs HOT TUBS AND SPAS sw1Lt.l►14EET Ti•!E RE(xltn�NrsOF ERtNG SEVERE THE(�ONT1rtA�CTaOR&4ALL BE RESPONSIBLE FOR VERIFICATION OF ALL CONLtMONS AND DIMENSIONS WITH THE ARCt`IETtE T PRIOR TO THE START OF THE WORK GENERAL GLAZING NOTES FROST ��� "RCP SHALL LTEST EDITION CONCRETE INS ITU?E THE(bNT RACTOR Sk4LL MATCH ALL EXlS CWs3 CONt)tTtONS AS THEY AS ATE TO ALl.1MATFRtAt,8 1►�(24iNif`�AL$ E3ECTT2tCAL,PLL.NtistlVG FINISFIE8 ALLKiNMEN'I AND O DIMENSIONS UNLESS INDICATED ODiERWtSE SUBJECT ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN THE DRAWINGS AND NOTES AND INSTALLED AS PER ALL CODES AND Tilt:MANUFACTURERS ALL(�LA7Jrtt;S�OD�ORMI Ta TO !DEPTH 'ASTW SHALL BE AMERiCAN SOCIETY OF SPECIFICATIONS AND THE tip IAITRIES BEST PRACTIMS ALL MATERIAL AND PRODUCTS SK41 BE NEW ANC)FREE FROM DAMAZE DAMAGE � MOD-TO TESTING MATERIALS,LATFST ED TION ALL CONS ICTION SHALL BE LEVEL..PLUMB Arm TRUE UNLESS sv CA*ED OTHER><rtl SE Ala.CONSTRUCTION SHALL BE 70 THE L"NES#,ND Du�{ENSQAIS SHOWN UNLESS GENERAL EMERGENCY ESCAPE AND RESCUE NOTE FROM HEAVY CLIMATE ZONE 4 INDICATED O"ImMSE L3hSE!<MIF-N"AND EVERY SLEMNG ROOM TO ESE PROVIDED MTN AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE REQUIREMENTS OF R310 or' DEGREE DAYS v150 THE ARCH/I ICI'IS NOT RESPONSIBLE FOR CONSTRI41M MEANS MEMO$ T'ECHNIOUES SEOuE►VCES PROCEDURES SWWfNG BRACING PROTECTION/ OF LIFE AND RESIDENTIAL CODE CHAR OPENINGS SHALL BE NO MOFiE THAN 44-ABOVE FINISHED FLOOR 6 T SF MiN CLEAR OPENING.24 MIN CLEAR QPENM{3 DECAY SLIGHT TO PROPERTY OR FOR WE Y PRECAUTIONS AND PROGRA04S IN CONNE"CT40N W"H THE WORK AND HE IS N0T RESPONSIBLE FOR TF'E CONTRACTORS FArLURE TO PERFORM HEM w ANo 20`MIN CLEAR OPENING WIDTH GRADE FLOOR OPENINGS SH LLL HAVE A MIN C:LEM OPENING OF 6 0 SF MODERATE THE INORK IN ACCORDANICE WITH THE DRAWtt6S A N-)SPECIFICATION TIE ARCHITECT M NOT RESPONSIBLE FORACT3 OF ERROROR omiBS"ON SYT4E CONTRACTOR OR ANY OH HIS SUBCONTRACTORS OR ANY PERSONS PERFORi`AING 7HE WOPX WINTE DESIGN LIVE LOAD$LOADS THE ALRCHITECT HAS NOT BEEN RETAINED AND IS HOT RESPONSIBLE FOR TM OSSERVATION OF THE W M W4LESS SPECIRCALLYAGRREO T GUARDS O IN WRITING BY THE AND WINDOW FALL PROTECTION NOTE DESIGN q 1 e DECKS 40 PSF ARCHITECT AND USER OF T14E,SE DOC UMENTs TEMP EXTERIOR BALCONIES 60 PSF ALL GUARDS AND WINDOW FALL F'ROTEC'7'iOrt SHRILL BEINACCORDANCE WITH THE DESIGN OF ALL WAC,P UMBING Et EGTRICAL SYSTEMS SITE VvopA SAw4pY SYSTEMS SWIMMR o PDO`S ELEVATORS AND ALL.OTHER WORK AS NOTED 18 THE ATTICS 20 PSF SOLE RESPONSIBILITYOF THE USER OF THESE DOCUMENTS AND HIS CONTRACTORS UNLESS SPEGIFiCALLY NOTED OTHERWISE THE USER OF THESE DOCUMENTS SHALL BE iCE BARRIER ROOMS OTHER THAN RESPONSIBLE FOR SUBMITTING DESIGNS A ND DOCUMENTS FOR ALL M/AC PLUMBING AND ELECTRiCA6 SYSTEMS AS REQUIRED SYt LL AUT HCXitTIES HAVING AnSDICTION GENERAL LIGHT,VENTILATION!AND HEATING NOTES UNDERLAYME,zNT YES SLEEPING ROOMS 4E)PSF ALL:NSTF..WtS SHALL 8E DEStGNED AND CERTIFIED BY A NEIi YORK STATE PROFESSIONM ENGINEER REOLURED SLEEPING ROOMS 30 PSF C!r IS THE SOLE RESPOt&18ILiTY OFTHE USERS Or THESE PLANs TO PROCUR AND UNDERS rANO 4LL OF THE INFORMATION CONTAINED iN THE CODE REFERENCES PROVIDE LIGHT VENMATK)N AND HEAT AS PER R303 OF THE 20%INTERNATIONAL.RESIDENTIAL.CODE NATURAL LIGHTING SHALL BE PROVIDED BY CLEAR GANG STAIRS 40 PSF COM AWNED IN THESE GENERAL NOTES VERtFYALL INFORMATION AS REWIRED WITH T-NE ARCHRECf BEFORE PROCEWNG WITH THE WORK AREA MINIMUM 8%OF AGGREGATE FLAORAREA, NATURAL.VENTILATION SHALL BE CLEAR OPENINGS MINIMUM 4%OF THE AGGREGATE FLOORARFA FLOOD HANDRAILS 2ODLBS PSF HAZARDS ' - �cswlTrlauTSTORACE 3opsF GENERAL EXCAVATION AND BACKFIL LING NOTES CHIMNEY AND FIREPLACE NOTES EXCAVATE ALL AREAS AS INDICATED IN Tiff DRAWINGS ALL EXCAVATIONS SHALL BE THE MINIMUM DEP7 REWRQ3 ACFiEIVING CLF-AN UNDISTURBED VIRGIN ML WRt! Lu ALL MASONRY AND PRE-FAB FIREIPiJ4CE3 AND CHIANCVL:Y3 SHALL CONFORItit TC)CHAPTER 10 OF THE 2018 IRC INTERNATIONAL RESIDENT'AL CODE �- d o STABLE MOISTURE CONTENTAND NON SHIFTING AND NON-SHRINKING SOIL CHARACTERISTICS THE ARCHITECT HAS PREPARED THE DRAWING AND SPECIFICATIONS WITH AN ASSUMED DESIGN SEARING CAPACITY OF ONE TON PER SQUARE FOOT IT SHALL BE THE SALE RESPONSIBILTY OF THE CONTRACTOR TO VERIFY THE ACTUAL SOIL BEARING =, J $- CAPACITY OF THE SOILS ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY AND CERTIFIED BY A NEW YORK STATE PROFESSIONAL ENGINEER. THE CONTRACTOR WINDOWS/GLAZED OPENING PROTECTION SHALL NOT START THE WORK WHERE TEST INDICATE SOIL BEARING VALUES LESS THAN ONE TON PER SQUARE FOOT THE CONTRACTOR SHALL BE i 2SPONSiSLE FORTH! CHIMNEYS AND VENTS NOTE 0 ; NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND SHAM NOT PROCEED WITH THE WORK UNTIL REC EIVWG WRITTEN fNMUCTtON FROM THE ARCH (� ALL GLAZING IN ALL BULE.DLNGS AND STRUCTURES IN THE WINDSOURNE DEBIMS REGION 13a MPH ULTIMATE WIND IPEEC [� w � o ALL CHtMNE-YS AND VENTS FOR T#AT PSG APPLIANCES AND EQtNPMElCT SHALL CONFotZ1Ui TO CHAPTER 23 OF THE 2015 IRE INiTERlNA'TfONAt.RESIDENTIAL CODE. f _I ALL VACKFILL SHALL BE aSMt GRANULAR FILL BROUGHT'TO That HEIGHTS tlNfltC.ATED IN THE DRAWINGS OR GREATER AND WITHIN(1)ONE MILE OF ANY OAST LINES)SHALE PROVIDE GLAZING IN ACCORDANCE WITH R30' 212 OFca NO WKFIL.L SHALL BE PERMITTED AGAINST CONCRETE FOUNDATION WALLS WITHOUT FLOOR FRAMING OR PROPER BRACiNG AS REQUIRED TO PREVENT DAMAGE TO THE WALLS THIE 201E M WnIERNATKWAL RESIDENTIAL,CODE OR THE WOOD STRUCTURAL.PANEL EXCEPTION CONTAINED IN P 3012' 2. � � � NO SW AFILL SHALL BE PERMITTED WITHIN A WNIMUM OF TWO WEFXS AFTER POURING THE CONTRACTOR SHALL BE RESPONSIBLE,FORALL DAMAGE MALL CONCRETE VX RK. CLEARANCE FROM COMBUSTIBLE CONSTRUCTION NOTES ALL EXCAVATING FOR CONCRETE PIERS AND FOOTINGSI�M SHALL BE A MIUM OF THREE FEET 88-OW FiNt&4ED GRADE ALL HEAT EQU1PtuIENT AND APPLIANCES FASTENER PANEL � � g o $HALL BE LN ACGORflANCE WITH SECTION M 1306 OF THE 2015 SIC iM£RNATTONAL RE&1DEtNTU1L CODE TYPE e4-0* <g,a. Q. X o iREMOVE ALL SAHRUBS TREES AND PLANTINGS AS PFR THE CUENT SLOPE ALL FROSW'>GRADES FROM ALL AND PROVIDE FOR ON SITE DRAINAGE AS PER ALL L:OC LBUILDINGREQUIREMEtNTS 16. w O � 2112 #6 � u � EXHAUST"AIR NOTES WooD scREWs sr 1T- c o j b w � <c Ln Ln 21&#8 18. 1i3" a _GENERAL CONCRETE NOTES ALL FUELFIRED HFATWG EQUIPMENT SHALL I4 WTHE REQUREMEN'TS OF CHAPTEER 1s OF THE 2DIS IRE WERNATIONAL RESIDenlAL CODE WOOD SCREWS 12r d ALL CONCRETE FOOTINGS PIERS FOUNDATION WALLS AND SLABS SHALL HAViw A WNiM JM ULTIMATE COMPRESSIVE SIRE Nt3Tti Op 3500 PSi AT 28 DAY MT HO ADDITIVES SKALL COMBUSTION AIR NOTES NMS BE PI:WMED TO BE ADDED TO TI•�E MiX EXCEPT ALL CXOWAUE SHALL BE AIR WRAMD AIR CONTENT SHALL BE MORE THAN 5%AND NOT MORE THAN 7%OF CONCRETE PROVIDE MINIMUM 7116 CDX PLYWOOD PANELS MAXIMUM SPAN OF 8'-0 FOR EVERY WINDOW PANELS TO SE ALL CONCRETE L ON ALL FUEL FIRE HEATING EUMENTSHALL'MEET TM REQUIREMENTS OF C HAPMR 17 OF THE 2015 IRC INTERNATIONAL RESIDENTIAL CODE LABELED AND PRE-CUT TO COVERTHE GLAZED OPENMS SUPPLY WITH APPROPRIATE ATTACHMENT HARDWAF 1 u .� ICttIrTE 8HALLBE Pt)Iif►(E#71WD PROTECTED AGAHVST F'REEZINO FASTENERS SHALL t INSTALLED AT OPPOsING ENDS OF THE W00N3 STRUCTURAL PANEL Cr ALL cO1Va2ETE WORK StiAtt BE IN ACCORDANCE WITH THE tJ1TEST AC1 ANEDAsnu REQUIREMENTS SOLAR THERMAL ENERGY oYSTEMS NOTES WHERE SCREWS A TE ATTACKED TO MASMAY OR MASONRYXTUCCO THEY-SHALL BE ATTACKED UTILIZING ViBR kTION i � o ALL S?£E.CONCRETE REINFORCEMENT SHALL BE BILLET STEEL CONFORMING TO ThE LATEST ASTM REQUIREMENTS RESISTANT ANC14ORS}LAVING AM NIMUM ULTIMATE WITHDRAWAL CAPACITY OF 49C)POUNDS m J v, COM)7RUCTNON JOINTS SHALL NOT BE PERMI'ITEED WITHOUT APPROVAL.AND DETAILS PROVIDED BY THE CONTRACTORS A T.W YORK STATE PROFESSIONAL E NGINEM ALL SOLAR THERMAL ENERGY SYSTEMS SHALL CONFORM TO CHAPTER 23 OF THE 2015 MC INTERNATIONAL RESIDF_NTIAL CODE. r+ w m ALL ITEP FOOTINGS NOT TO BE GREATER THAN 1 VER<TICCAL.12 HOFUZONTAL. ENERGY EFFICIENCY NOTES GENERAL.FRAMING NOTES TIE DESIGN AM CONSTRUCTION OF ALL BUI.DRVGS AND STRUCTURED CONFORM TO CHAPTER 11 OF THE M INTEIMMOW AU CONVI:'MONAL STRESS GRADE LUMBER FORSTUD3 JOIST RAFTERS HEADERS BEAMS AND GIRDERS AS INDICATED IN THE DRAWINGS SHALL BE DOUGLAS FIRS2 FASTENERS AS NOTED 04MTH)WITH E s 1 SM ODO PSI FamsW PS IN SCHEDULE ALL STRESS GRADE FRAMING MATERIAL.AND PLYWOOD SHFATHM SHALL BE GRADED AND MARKED BY AN,IPPROVED CuODWO AGENCY ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN THE DRAW NG AND MOTES ALL MANVCACTURED SIRING MATERfALS SHALL BE INSTALLED IN _-- SM,'T ACCORDAN WITH THE MANUFACTURERS SPECIFICATIONS AND GIIDELWES All MANUFACTURED FRAMING%AVEERIAtiL SHALL BARE 7)iE MARKINGS OF THE NOTE CE I11�ANUFACTURE, 'STORM PANELS" ALL PLYWOOD SHALL.BE EXTERIOR GRADE(CDX)FIR UNLESS NOTED ALL PLYWC>OD SIfElWTI ZING AT ALL WAr�S FLC�RS AID ROOFS Sf4AE.L BE INSTALLED REQUIRED ATALL NEW PERPENDiCULAR TOTHE FRAMING ALL PLYWOOD USED FOR SUBR-OORS SHALL BE TONGUE AND GROOVE AS NEEDED WSTALL.ALL PLYWOW AT WAIAZ AS PER DETAILS STAGGER WINDOWS AND DfSOfi$ AND 11XEB GLASS ALL FLYWOOD JOINTS MUM 3x W!HE�tE POSSiSL1 ---------- --- Wt6b PLYWOOD AS NOTED WALE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE PROVWF DOUBLE itiooR JOISTS UNDER ALL PARAL.LEI.PAarETtoNst;w.MNoTMaTHEawtsE APPROVED � 3 s �`dDTED �CUI r-1 OR ,. PROVIDE BRACING AT ALL FLOORS AS PER MANUFACTURERS SPECIFICATIONS PROD tDE HORIZOhi TAL SOI.iD BLOCKING AT ALL tIVT1EwoR PARTIITON8 AT'.F-0 o C VERTICALLY MAXIMUM UNLESS NOTEIE?OTHERWISE DATE: - 7 B.P.# r�I USE I S UNLAWFUL f� PROVM SOLID BLOCKING TO FOUNt7ATON AND GIRDM UNDER C.OIVCENTRATED LOADS AS REQUIRED FEE I o�.k0 BY: WITHOUT r j� L Q �CS PRO wHOTUIPPtEOGALvmm611'ETALcowemCTORS FASTENERS AND FOUNDATION ANCHORS AS PER DETAILS UNLESS OTHERWISENOTE/) NOTIFY DEPARTMENT AT "EE LTIFIC ATE AS7� g/tS p X SOLIN)FIRE BLOCKING OVER ALL CONCEALED FLOURS AND CEILWW OVER ALL BEARING WALLS AND GIRDERS (�(+ (►6OLLO -IN02 NAM C LINT FOR THE OF OCCUPANGII INscHErxIL� wo , ' PRO't9DE APPROVED3 HOT 13#E7OEB GALVANIZED METAL CGidNLeCT1DR3 FOR ALL FRAMING CONNECTORS fsORALL FL.U:f}i FRAMING CONiJECTIONSAB REQt11RED l=oR7HEIR FOLLOWING INSPECTIONS: � �U SIM,WD USE UE�t.FM!NOTED OTHERWISE __ .... 1. FOUNDATION-TWO REQUIRED RMR'T'O FASMNING AND ATTACH MENT SO iEDULES PROVEDEO NAILING NCI!'INCLUDE)IN THE:SCHEDULE SHALL BE IN CONFORIATYWITH THE 2016 IRC WTERMTI00IAL FOR POURED CONCRETE I O 2. ROUGH-FRAMING&PLUMBING PLYWOOD STRUCTURAL PANEL DETAIL � �Q � ap 3. INSULATIONSTORM ALL FRAMING tC(POSED TO WEATHER ANIDtOR f�l CONTRACT WITH CONCiL"`TP I4MASONRI STONE QEZ IN GROUND SFIAii.13E APPROVED TREATED FORTY YEAR MAT'EREAl, UR S A WATER RUNOFF NO SCALE (IN LIEU OF IMPACT RESISTANT GLASS UNITS? �CL • ALL CONNECTORS AND FASTENERS IN CONTACT WITH TREATED LU M8ER&WI BE ZINC COATED HOT DffF-D GALVANIZED STEEL,SiMPSON Z-MAX OR EQUAL 4. FINAL-CONSTRUCTION MUST CL 0 CHAPTER 236 BE COMPLETE FOR C.O. OF THE TOWN CODE. GENERAL FLASHING AND CAULKING NOTES ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OFTHE CODES OF NEW SHEATHING ATTACHMENT AS PER THE 201 b WFCM,WOOD FRAMED CONSTRUE; ION �,w, I°R0111DE COPPER FLI►SH1NG WHERE FRAMING LUMBER IS IN CONTACT WIt'!•1SOIL OR CONCRETE PROVIfOE HIDDEN LEAD COATED COPPER FLASHING WHERE TOPS OF ROOFS YORK STATE. NOT RESPONSIBLE FOR �+ IlMEE1r VERTICAL SURFACES PROVIDE LEAD COATED COPPER STEP FLASHING AROUND ALL CHIMENYS SKYLIGHTS AND WHERE SIDES OF ROOF MEET VERTICAL SURFACES MANUAL FOR ONE AND TWO FAMILY DWELLINGS, PAGE 149 TABLE 31, 140 MPH �(Q ALL METAL RASHIN0 SML 17CTEND UP VERTICALLY A MINIMUM OF r FROM THE ROOF UNLESS NOTED OTHERIMSE FLASH ALL ROOFS AS PER MANUT-ACTURERS DESIGN OR CONSTRUCTON ERRORS SPECIFICATIONS PR WIDELEAD COATED COPPER DRIP EOGi:S AT ILL EXPOSED ROOF EDGES OVER FASCINRAKE BOARDS AND OVER ALL WINDOWS DOORS AND OPENING WIND SPEED, EXPOSURE-B x CIR TiNF.IR TRIMS PROVIDE SOLDERtoD METAL PANS UNDER ALL EXTEIMtR DOORS ALL FLAbRNIG IS LEAD COATED COPPER- ROOF SHEATHING ,..... MAXIMUM NAIL SPACING FOR 8D COI,IMM NAILS TABLE 310 WTH 15W CDX PLYWOOD SHEATHING GENERAL EXTERIOR WALL.,PROJECTION AND OPENING NOTES SHEATHING LO(',ATION SPACING AT PANE/. FtE1U �� c ALLEXTMVORWALL$ PROJECTIONS OPENINGS AND KNI717RATIONSSWU BECONSTRUCTM 04AC.COI DA4CLE WITH TABLE P-S I(l)OFM COMPLY WITH ALL CODES OF EDGES � u RF. IMNW.T ICOD1~ VERIFY EXTERIOR 51044G AT EXTE,Rt011 WALL WITH MANUFACTURER FOR REQUIRED ASSEMBLY RATING NEW YO R K STATE & TOWN CODES HTERIOR ZONE 12 O C 6 12" U.J m c leoc a 12'12 OC s• �• � 0 AS REQUIRED AND CONDITIONS OF12w 4-1 o GENERAL EXTERIOR WINDOW AND DOOR MOTES 4 tiZONI" 6 SOUTHOLD TOWN Z8A lro C S' 12* U z o SW WAIL SHEATHING (x)NSTRUCTIOh OLDIES AND WENE?OW AND DOOR scHEDtfI.E NOTES somoLb Tovi PLANN!",io EO/tRD MAXIMUM NAI SPACING FOR 8D COMMON NAILS TABLE 31t3 VUITN t5132"COX PLYWOOD SI'IF.ATHiNE3 � Z GENERAL WALL BOARD AND SIDING NOTES SOUTHOLD TOrl TRUSTEES SHEATHING LOCATION SPACING AT PANEL FLEW `5 EDGES tA PROVIDE 1/2"GYP WAIL BOARD TO ALL WALLS AND CEILING UNLESS NOTED OT412RVVtSf= PROVIDE ill"MoMOISTURE RESISTANT GYNSL)Iui iNAIL BOARD A'rAI.L BATHROOMS N.Y.S.DcC 1200 6 .t w AND WET AREAS ALL.GYPSUM WALL BOARD SHALL RECiEW ONE COAT OF TAM AND Tt4REE COATS OF SPACKLE MIhNNMUM ALL WALLS CEILINCS DECKS AND LEDGES TO KMRIOR ZON>M woe $" 12' RECEIVE TILE OR STONE SHRiL BE SET ON 112 CEMENT B ARA PRMMF ONE LAYER OF APPROVED W FM RATED ON PSW WALL BOARD AT ALL WADS AND CEILINGS OF ALL GAWES AND ROOMS ENCLOSING HEAT PRODJCING 4'PERIMETER EDGE ZONE 12 O C 8" 12 EQUIPWENT PWADE ONE LAYER OF 64 APPROVED FIPE RATED GYPSUM WALL BOARD OVER ALL HEAT FRODUCLNG EQUIPMENT AT ALL VWNSHED AND OPEN SMEMENTS f6 O C � 12* EXEND36WOMSPASTALLHFATPRODUCINGEQUIPMENT PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE MAXIMUM NAIL SPACING FOR 80 COMMON rNALLS TABLE 310 WITH MINIMUM 6 39 TONGUE AND U ~ GROOVE APPROVED CDX PLYWOODSHEATHING ti 3 CERTIFICATE OF OCCUPANCY EA7HWG Ilk G PAN L IEi.D � GENERA/..GARAGE NOTES SOLDER USED IN WATER EDGES ALL OPEMNGS FROM THE GARAGE TO THE W)USE SAS.h Ew AND ATTICS ABOVE Tt•iE GARAGE SHALL BE PROVIDED WITH APPROVED$14 HOUR FIRE RATED FRAMs AND OMINtG PROTECTIVE ALL OPENING PROTECTIVES SMALL BE PRovuxD wffH APPROVED SELF CLOSERS A"LL CONSTRUCTION SHALL MEAT THE REQUIREMENTS OF R3W OF SUPPLY SYS)T Ei''A CAI I[Al n T EN MRM ZONE �'O 8 it _ � 'U THE 2016 CRC WTERNATOONAL.RESiDENTIAL PODS. In EXCEED 2110 CF ', r 18 o c 1r JAN 2 3 2023 cc < SLOPE AM GARAGE FLOORS ro GARAGE DOOR OPENINGS PROVIDE mNIMU M 4 VE2TECAI STEP UP FROM WJ046 TO i AND BASEMENT V PERLMETL.R WCE ZONE 12 O C 6 it p}`^ ; � Q 0 � Gi� 6 18"0 F 8` 12" p�© ®0 p� a1 W ww�w■nl■�■■�rP■■�■�Ir■ riur�■r�r■rw■rr a■1■11Mr SMOKE ALARMS S 1 NOTE ROOF AND WALL SHEATHING WITH N 4 FT OF THE PERIMETER EDGE INCLUDING 4 IT ON EACH SIDE C=THE L � w ROOF'RIDGE..S SHALL BE ATTACHED IN AC:CMANCE WITH THE 4 FT PERIMETER EDGE ZONE NAILING REQURREM, NTS, PROVIDE SMOKE AA)IM SYSTEMS AS PER RM Or-M IAL CODE THE SYSTEM SHALL BE HARD WIRED AND*TERCONNECTM ALL. LISTED ABOVE AL L METAL.CONNECTORS AND FASTENERS(NAILS SCREWS BOLTS ETC)SHALL BE APPROVED I OT EMIFMENNT SHALL SE APPROVED LISTED AND,AN C.C,mpORsATY Wif`H NFPA T2 SMOKE ALARMS SHALT.BE PROViDED ATALL SLEEPING AREAS,iMMEMTELY OUTSIDE OF DIPPEOGALVANIZED UNLESS NOTED OTHERWISE ALL CONNECTORS INSTALLED OVER WALL AND ROOF PLYWOO) EACH SLEEPING ARFAAND A MiNIiyILM OF ONE PER FLOOR iNCL.1IDWG ALL BASEMENTS AND CELLARS SHEATHING SHALL BE APPROVED BY THE LOCAL BUILDING DEPARTMiNT BEFORE INSTAL AMON CARBON MONOXIDE DETECTORS NOTE ALL FASTENERS FOR STRUCTURAL.FRAMING(NAILS SCREWS BOLTS,ETC)SHALL BE HOT DIpPED GA1.VA 492E EO ARC PR0vlDE AN APPROVAND LISTED Cd1R80N 6NONK"to mT1rC1'EOL,1 SYSTEM AS PER T1IE REQUIREMENT OFR31 S of RESIDENTIAL CODE �`� �\G K E R c ED 0y/��`C� ALL CODES REFERENCES IN THE GENERAL NOTES ARE TO THE 2020 RESIDENTIAL ,,,,� . . BUILDING CODE OF NYS AND THE ATTACHED SUPPELEMENTAL NOTES &=0M1 N0TE All new windows and glass doors shill meet the requirements EA5TEN IN Q--- QUED U L.E. R 6 C}.,}2 3{1 A of the large fmissde test of ASTM 1996 and or ASTM £ 18M (E'ER INTERNATIONAL RESIDENTIAL CODE 2015) OF TThhe Controcl:or shill provide pre--cut 1/2' UMBER plywood panels to JOINT DESCRIPTION NCOMMOON NAILS I MAL SPACING saver the glazed openings do shall pre dnll edges at 12" oc to I SLA N D DESIGN- BU_LD CORP.- 22 BELLE CIRCLE PROJECT#.2301 HARBES POOL HOUSE 000ept 2-1/ #B wood screws and provide adequate R O O F F R A M I N G number of screws for fastening I 8u0CiUNG CUM JOISTS OR RAFTERS � BELLE TERRE,?VY 1177 HALLOCK LANE, MATTITUCK,NY TOP PLATE �� 10E i�LAh. 631-509-1461 SCTM:1000-112=01-004 QODE ANALYSIS OQQUPANCY 2 CEILING JOIST•TO TOP PLATE 3-$d PER JOiST TOE NAIL Residential-Single Family Detached 3 CF.IU,G JOIST NOT ATTACHED TO PARALLEL RAFTER tAA5 3—t6ci FACE NAIL REFER WCE SiTANDARDS OVER PARTITIONS [SEE SECTIONS R802 31 R802 3 2 AW IRC 2015 and 2017 New York State Supplement TABLE R802 51(9)] ASCE 7-10 #Minimum Design Loads for Buildings and Other Structures CFIL}NG .+OtST ATTACHED TO PARALLELRRAFTER PM FACE NWitll. a rid to Zone ctuIle HEEL JOINT) [SEE CTi SE M R802 31 R802 3 2 AND RW2 51(9 ClimDegree Days 5750 AJ3lE R802 51(8)] 5 COLLAR TIE TO RAFTER 3-10d FACE RAFTER L D� 4An� — Decks/Bale miles 60 pef 6 RAFTER OR ROOF TRUSS 70 PLATE 3-10d 2l TOE NAILS tJE AND 1 TOE ONE Attics 20 pirf SIDE OPPOSITE ITT: SIDE NAIL Rooms other than Sleeping Roams 40 paf EACH POSITRWM SIDE S OF SLeepmg Rooms 30 psf Stone 40 pi+f 7 ROOF RAFTERS 3-10d TOE NAIL Handrods 200 f TO RIDGE VALLEY Roof 45 pef ground snow food OR HIP RAFTERS Basic Wind Speed 110 mph OR ROOF RAFTER 2-16d END NAL Uplift 181# Dead Loads 10 pot BEAN W A L L F R A M I N G DEFLEC710N t]MITS, 8 STUD TO STUD (NOT AT BRACED WALL PANELS) 16d 24' 0 C FACE NAIL Rafters with no finished coding attached L / 180 9 STUD TO STUD AND ABUTTING STUDS AT MM STL40 16d le O C FACE NAIL Floors L / 360 WALL CORNERS (AT BRACED WALL PANELS) 10 BUILT—UP HEADER (r2- TO 2" HEADER WITH JV SPACER) led i8' OC EACH EDGE FACE NAIL 11 CONTINUOUS HEADER TO STUD 4-8d TOE NAIL � � NOTES 12 TOP PLATE TO TOP PLATE 16d 18" 0 C FACE Al. FACE NAIL ON•EACH 1 Calculations are valid up to 5999 degree days SIDE OF END 'ate 2 Certified conformance for Zone 11B 3 TOP PUTS TO TOP PLATE AT END JOtMS 8-16d (MINIMUM 24 LAP 3 Wood framed floors walls and cedmgs shall have an approved SPLICE LENGTH EkCH vapor bamer (permeance rating of 10 perm) Installed an the SIDE OF END JOINT) 'warm in winter' aide of thermal insulation 14 BOTTOM PLATE TO JOiST RIM JOIST BAND JOIST OR 16d le 0C FACE NAIL 4 Windows and sliding doors shall have a max or Infiltration BILOWNG (NOt AT BRACED WALL PANELS) rating of 0 3 CFM per square foot of window area Swinging 15 BOTTOM PUTS TO JOIST RIM JOIST NAND JOIST 2-16d EACH 16 0 C ascot �� � zi Ri<raE VIM shall have a max ok infttration rate of 0 5 CFM per OR BLOCKING T BRACED WALL PAN2:. FACF NAIL square foot of door area 6 TOP OR BOTTOM PLATE TO STUD 4-8d TOE NAIL 8 Skylight shafts shall have a minimum insulation value of R-19 ,� gyp• 6 Garages - front sides doors interior shalt have max U-40 2-16d END NAIL_ 7 All fireplaces hall be provided with a damper for outside combustion 7 TOP PLATES LAPS AT CORNERS AND INTERSEOMNS 2-16d FACE NAIL \ a°� s ow 150-200 CFM AN flues shall haws tight seated damper with / �--CS25 a max ow leakage of 20 CFM Ali flrepiaces shall have tight— 18 1" BRACE TO EACH STUD AND PLATE 2-8d FACE NAIL 3/e'r W e a fitting non—combustible doors 19 1'x6" SIJEATF114G To EACH BEWNG 2-8d FACE NAIL / GCXT RW eP FACH *.� sew u 8 The Contractor shall submit the design sex* and type of mechanical 1"X8" AND WIDER SWATHING TO EACH SE$,MN`u 3—M FACE NAIL. � / / pe,w Ern �� systems which will be used In sufficient deted as required by F L lJ O R F f2 A M t N C; / sucasorc t.-ea the Building iDepartment ROM I / OF fAM 9 Alt lhermosttis shall be ad istsbie from 55 degrees to 85 degrees 21 JOiS- TO SILT. TOP PLATE OR GIRDER 3-8d TOE (QA1L / Fexenheit / �"M10 All ducts on�l pipes ahall be insulated as required by code 22 RimJOrsr BAND JbiSt OR BLOCKING TO SILL 8d 6" 0 C 70E NAiL 11 HVAC Contractor shah verify heat loss calculations OR TOP PLATE OR OTHER FRAM= 9ELOW / ,(/ / Foot 12 AN cellar anal/or basement doors shag be insulated 23 1'XS" SUWLOOR OR LESS TO EACH JOIST 2—Sd FACE NAAtL Now 13 The Engineer certifies that to the best of his knowledge belief and 24 20 SUBFLOOR TO JO5f OR CRIDER • 2-16d Bi.IND AND FACE NAIL / taoor RAF1Exs pmfessional judgement that the plans are in compliance with / the Energy Consa'vation Construction Code of New York State 2" PLANKS (PLANK AND BEAM -FLOOR AND ROOF) . 2-lad EACH BEARING ! CATHEDRAL CEILING er >) FACE NAIL DETA L � CA �E1 E114 QP ELATE�..QONNE�ON DETAIL 28 BAND OR RIM JOTS TO JOTS? 3-16d END NAIL - RIDGE EDRA 20a !AI EACH OLLOWS 3 LAYERC FALSE VALE CONNECTION DUAL BUILT—lam GIRDERS AND BEAMS, Y WMtSER LAYERS AT TOT' AND BOTTOM 5-AFE7'Y 5-5 REQUIREMENTS AND STAGGERED 2-20d FACE NAIL AT ENDS SAFETY GLASS REQUIRE'Q AT THE FOUOWiNG LOCA710NS AND AT EACH SPLICE 1 Any glazing in any door type 28 LEDGER STRIP SUPPORTING JWSTS OR WAFTERS 3--16d AT EACH JOIST OR RAFTER FACE NAiL 2 Glaring in any walls enclosing a shower tub sauna or steam room• 3 Any wmdows within 2e of a doors 29 BRIDGING TO JOtSi• 2-10d EACH ENO TOE NAiL 4 Any individual pane of glass with an area greater than 9 0 eq ft EDGES INTERMEDIATE whets the bottom a less than INS" above the adlacsrit finish floor (INCH} SUPPORTS within 36' *1' the window . r 5 Gioxing In woft of spas hot tubs or Indoor pools withe 5-0' 30 ` A lid (SUBFLOOR WAl la sal Q /2 SiMPS N 6 of inin In ssttorwa and kmft within 3—T horizontally of a 31 W— 10 1 d 6 12 SlI+AP N M C28 CS2 9 Ys Y 32 1 1Yi 10d 6 12 OBI. TOP PLATE walking surface* . CS 0 M TC28 ONNE • THE REQUIREMENT GOES NOT APPLY IF THE BOTOM EDGE OF OTHER EXTERIOR WALL_ SHEATHING (1) P H-14 I P ON THE GLASS tS MORE THAN OW ABOVE THE FLOOR U TO STUD 0 PLATE 2X4 PLE O 16 0C 33 �tr STRUCTURAL CELLIAASIC l r GALVANIZED ROOFM NAIL 3 6 FIBERBOARD SHEATHING 34 % STRUCTURAI, NO GALVANIZER ROOFING NA L 3 8 PRE—FAB WOOD ROOF FIBERBOARD SHEATHING TRUSSES eG 24" *a MPSON ��L"[ ROOF S I N GLE NOTE 35 )1 GYPSUM SHFANING % GALVAN12M ROOFING WAIL 7 7 Bd NAILS 0 12" " 2215 H"N G a2 36 j« GYPSUM SHEATHING 14- GALVANIZED ROOFING WAL 7 7 -HELD IN PLYWOOD NNECTOR 1 Asphaft roof shingles shall hove self—sealing strips or shalt be N ® ' PLYWOOD SHEATHINO EXTERIOR interlocking and shah comply with the requkwnents of ASTM D--225 WOOD STRUCTURAL PANELS COMBINATION C c,Qs PL wi FACE i GYPSUM BOARD INTERIOR or D-3462 SUBFL_OOR UNDERLAYMENT 'TO FRAMING FACE 2 All fasteners for asphalt roof Mingles shall be galvanized steel stainless aluminum or copper roofin nods Fasteners shag be minimum 37 )r AND LESS Bd 6 12 ' » 12 gage shanked with a minimum 318" die head and of sufficient length 38 : 1« Bd 6 12 WSTUDS O ISO** 4 �D t--4.'--0" TO 12'-0" to penetrate through the roofing matends and the sheathing 16 MAX 3 Asphalt roof shingles shall have the minimum number of fasteners as 39 W-rYE' 10d 6 12 SOLID B I G required by the manufacturer o PL NT 4 For normal applications asphalt roof shingles shall be Secured to the roof TABLE t26O2 ) IN FOR ALTERNATE FASTENING � � with no less firm four (4) fosteriers per strip shingle or two (2) fasteners IDLE D per individual shingle 5 Asphalt strip shingles shah have a minimum of six 16) fasteners ow shingle R E(D �R EM EMI TS �•• 000 TR U C === where the save a 20 feet or higher above grade or where the base wind — FQS TU R AL ——— Ll speed a 120 mph or greater p A SI t6� CS20 FOUNDATION WALL rro cO SIMPSON -E- �ry�d Q- P R ES SU R E�(R 6 02 3„�,)• Oc �,,, c,� �„� EXPOSURE �,�:A t,. O I\I STR U�, ,�N N 4 E S (PER IhTIIRNATK141AL R DENTl,t3. cope erns) I THisl�t (I I — MSTC28 TYPICAL CS--WSP BRACE-- WALL I t !I II I CONNECTOR 1 All wank shale conform to the requs'ementa of the New York State 8u3ding Code PANEL NAIL U'�l''U� DESIGN DETAIL ail work shall also conform to the requirements of any other Codes and authorities MINIMUM COM110N NAIL M01IMUM MINIMUM MAXbtUM Spy VAND SPEED tmph) ho*g jurisdiction The Contractor shall obtain and arange for all required permits - WOOD hOMit+11tL WALL. STUD inspeatton cortifloates and tests STRUCTURAL PANEL SPACING(in) am PElOMATION(in) PANEL SPAN ESS(n) 17e£S F1ELL' C►.TEOORY iMPSO 2 AN foundations shall rest on undisturbed sad of 1 TS F bearing capacity contractor N (roc) (roc) e !1115 D 2215 sib have the level of acceptaots bearing strata verified in the field Sd 15 24/0 16 a 12 140 110 CONNECTOR H E A D,�F� T•I E_ DOWN D S T I S 3 Ali concrete work shall conform to requirements and recommendations of 8d 17S 24 16 16 6 12 170 140 135 ACI-301—IDS "Specificattons far Structural Concrete far Buildings (fe•"3000 psi) All / 24 6 12 140 115 110 exposed slobir garage stabs and steps shall be• psi air—entromed Reinforcing steel shall conform to ASTM A-615 Grade 60 4 L3 6 Double fraime around ill openings under parallel walls and under bathtubs Provide N A�N Q N O TE S• ALL st'RA�i 2 s+at se A x 2a oAtlr(swrsoi+ CM are said AW SH4L i AWA 1011 iki♦i sEWriric OF is ureic u�me/sw%eaist Slrmpson hanller connections at aR flush structural load bearing conditions FA M(rlW.&Fait ML } 1 NAILJNG REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON CENTER AT THE PANEL. EDGE If WALL. 7 Ali concre% block shall conform to ASTMI C90 Mortar shah be type 'M" SHEATHING IS NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES NAILING REQUIREMENTS 8 AX steel work shall conform to the requrernents of the A= rSpecrilmteons far FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES SHALL BE USED Design Fabrication and Erection of Structural Steel for Buildings" Steen shah conform . TO MAINTAIN THE LOAD PATH to AS7M A-572(GRADE 50) and A 501 2 WHEN WALL SHEATH NG IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAiLS SHALL BE 9 All electrical work shall conform to local NEC and underwriters Laboratory nec uirerments PERMITTED TO BE REDUCED TO 1 -- 16d PER FOOT 3 CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED CHECK iSC FOR ADDITIONAL 10 Pre--fabrkcoted fireplaces and flues shall be UL approved REQUIREMENTS 11 Inatell amok* detectors and car►>m monoxide detectors in accordance with all 4 ALL. QUANTITIES ARE BASED ON 16' OC SPACING FOR RAFTERS, JOISTS AND STUDS state and local code requirements 5 FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF INCLUDING 4 FEET ON EACH SiDE OF THE ROOF PEAK THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED RED q�,c 12 The Contractor shag verify oftexisting conditions before starting construction and 6 FOR WALL SHEA"rHING WTHIN 4 FEET OF 'THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL. 5 cK ER y/]. shall notify the engineer a any ambrg durinibesg or discrepancies before proceeding with the FRFDRCICK FRC4LINO ARC1��7'FC�' o work it any <pmstlons arias before or durutg construction as to the intent or details of USED Q. the drowmgs the contractor shall call the engineer The-nos D Redly at (631) i cal �n� 724-5740 for danfication and/or instructions if the contractor foils to follow the 11$.DI3F3AD0LT:'SIJUTH fa911DDtE Y5IARVD, N'te.11'g53 � ,,-" - above procedure he shall assume all responsibility for the consequences of his actions *. . - and/or domms 631-255-6500 rerco@optonline.net r V� ; FXC2,=e& 13 The owner shag arrange far supommon of the construction work to insure Gral la R301 2( ) ���,,�0 7 5 8 r,2 pQ� cormpliarics with the contract dacurrtents CL.IMATIQ A rr=a_ iS' CQN CRIIERIA 14 When using ACQ pressure treated lumber all nods screws ail plates and �ac�W N0 oESlci SEISMIC - ICE ss;r� QP SUBJECT r3 DAMAGE BY WINTER AIR WINTER wind straps must be hot dipped galvanized or stainless steel fasteners SPEED sew wND•-B"E DMGN WEATHER_ FRO s N DESIGN uxa�Y FLOOD FNxEEz3NO NSEslcei THESE DOCL ENTS ARE THE SOLE PROPERTY - - MENT HAZARDS LOAD (AiPH� e3FE�1s mom sx ais zoe-E CATEGORY ING 0FpI�f ARMITE DECAY TEMP INDEX TEMP OF 1fi ARCHITEt,''T AND MAT NOT BE COPIED PQRr6Sc> WNDO_ W SQH9;12gJLE_ -CALL SLEEPING 800M51 TRANSMITTED IN ANY FORM AND MAY NOT BIB ELQQR B� NAME �o D 20 PSF 130 No NO NO C SNiYEi2E 3-0 �,vro aoD�1=RA� 11 YES YFS �50°�, 52 7• USED BY OTHERS WITHOUT TtiE WRITTEN. �IR OPENING PRO�pED fS AUTHORIZATION BY THE ARCHITECT FIRST so SECOND 57 SECOND 57 w i FINISH CEILING C ELECTRIC LEGEND THERMOSTAT SECURITY CONTROL PANEL 51NGLE POLE SWITCH 2' 3" ADJU5TA5LE 51`EED FAN 5MTCH LIGHT SWITCH 0 51NGLE POLE 5WITGH(DIMMER) MAXIMUM 4 GANG SWITCH OUTLET) IN CASE THERE ARE MORE SWITCHES THAN 4 -� `CZ) ADD ADDITIONAL SYMETRICAL OUTLET GANGS DT DIGITAL THERMOSTAT o ABOVE (6=3+3 OR 5=3+2) -�� N DUPLEX RECEPTACLE OUTLET DUPLEX OUTLET DUPLEX RECEPTACLE OUTLET z GF.I. (GROUND FAULT INTERRUPT) Lo 0 o TELEPHONE & TV OUTLETS to U515GHARGER/TAMPER-RE515TANT Z BASE 2c> U55 RECEPTAGLE w M _ —I►-{ FHONE JACK(TO BE DETERMINED) c.� GA6L.E T.V.OUTLET (HARD WIRED) oll O REC.E55ED DOWNLIGHT FINISHED FLOOR P PENDANT LIGHTING LOCATIONS OF INTERIOR ELECTRICAL DEVICES 8 Scale: NTS b WALL MOUNTED FIXTURE - O.D. SHWR SMOKE DETECTION � I I I I 1 1 � RECESSED FIXTURE SYSTEM 4 X 4 0 X EG 36"POST ON12"Y11X RE55ED EXHAUST FAN F P DEEP 50NO p' WOOD SLAT WALL _____________ TUBE FOOTING ------------- ---_-_-__ -_ OD SLAT WALL __---------- ORNAMENTAL GEILINGFAN --------------- I �—�\ -------------- --i 1 I r k p CIO --- o[ 7,71 4" GONGLAL� ' .. . . • 1 I I • °I I O I y �9 11'-2„ 41. 3_q° 4 I I _,.. _ �� I r I I I I NOTES: r 18" 1' 10'-4" e I ".I -2'-6" I: 8" ICON' BLOCK i — I 1. CONVENIENCE OUTLETS TO BE PROVIDED IN SHWR I cv BATH i in 1 I (�, ) ACCORDANCE WITH E3901 (IRC) p kqi i i .. 1°`1r• I- I ACCORDANCE P �2s sq F+r 3 a x e �a i9 i9 - I --}---- -- --{ -L—L I I.1.1 I . -I' • I ' I Ca POOL ry D2 bl 61 1 :I. 1G"X 8"GONG HAUNCH ----�-1 I I I I Ol 1 e —�i 2. GROUND FAU; T AND ARC-FAULT CIRCUIT-INTERRUPTER I o[ v r' 'y "1 / ) I I UNDER PARTITION ABOVE •- I 'LI I ' I I j F I PROTECTIONS IN ACCORDANCE WITH SECT. E3902 (IRC) I pSTORAGE '�i D3 i r a. . . 1.1 r a• . . . p4 I C. 11-2"XB'-1GY 41 rU \� i S� r X Areo:99 1 1 I •1 I- I / O 1 1 I : PARTITION ABOVE .=t'1 I r • •: I I u� � r • • • e `► 'I I• I •I I I / � I m i X 6 RR 2 X G P, i 3'-10" I 'I-- ------------------- - i i.�`__rJ i i / \♦ C13 i @ 16" O.C. @ 16" O. \ C13 r 1 c0 - r I X ------ - - --_ --- :)2 X G--- L___________ _____------------------------- 2 I o � W2 ABOVE LINE OF ROOF -6" OVERHANG �.... 2'-2" 5'-7" 2'-2" FOUNDATION PLAN POOL HOUSE ELECTRIC PLAN 2 Scale:1/4"=T-O" 3 Scale: 1/4"=1'-O" ✓ �'' � FL00R PLAN NOTE: SEASONAL iSE-ONLY. 1/4 - 1'-0" NO SLEEPING, COOKING 235#FIL3E! 3-ASS ROOF SHINGLES - WITH RIDG .VENTS ON 15# BUILDING (3) 11-7/8"LVL FELT ON V CDX PLYWOOD SHEATHING ON 2X8 RR ;T 16" O.C. 2 X 4 COLLAR TI ES AT£A. �R _ - - - - - -- -_— TO OF RIDGE— - - - - -_— _ - - X 6 FASCI BOARD 32 CONTINUO :S VENTED SOFFFITS _ 1 7 � I _.___. --- _ -- —�� � - SIDING - - - -- �_L 1 �_1T - TO MATCH HOUSE _1 I7-1-- _1,� �i -�—------ ------- ------------- --- ------ -- ---- - r�� � �� TOP O F PLATE EL. +8.0' n I U L D� J G FELT LT O N Z� O N r1_ Lr ,- i - T -� - -T - - WOOD 1 1_.._ L__L - - -- 15# B I Y CDX _L i11 ,__ T i AF _ 301-� T---r- -- -,- �`� 1_T ��_ _T � _C, _13 ZX r�- _.r r. _ , -' I _ ,� ". @ 16 O.C.O.C. .z GYP. BOARD AT ----- -�- ! -1 1I T 'WALLS/CLC LTI -`-r-` T -T- I -�-, 1 I ryLT I M O OUTDOOR -- - 1, - - -� -- - EXTERIOR -L L� �T � �T I-- = - " ----- 5/8"' X 12" �B @48"O.C. W/ SHOWER --- 1--� � - T �-- - >� - I - - I L ! 1. - - — OUTDOORCo ------ I ; 1. _ 1 M J� M1Cf . - ----- -- SHOWER ----- -- S. - - ------ ASHER r- i - 1 BATHROOM - -� - - I T: I ! rL- -T1 1�119'�' 7" EMBED 1 M _T DOOR TO T _ _ AX _ - , � l9 I I I -r-I , T � L� � �� � � I ---------- ------ -- -- I ENT. 6 -- �- -, 7--T 7. T --rLr1 - - 7 -- - --1- ----- ----- — -� 1- - -r ' T`r Ti; I r i i T --- -- -- ------ I GRADE of FROM,,� G G V S.AND ENDS - r r- COF ER ' ' ----------------------------------- -------------------- ------------------------------------ --- - - -- --- GRADE EL. O.O' . (2)ACQ 2 : 4 PLATES ON I — .:•, � 1 I %;/i i 1 I I I 1 I I I I I I I I I I I O % COPPER Tf ZMITE SCHIEL{� /. ON CONT. ` LL SEALER I I 1 I I I I I I 1 1 I I in I I I I I I rQ C�"+ \ I LJ Lrl LJ LJ LJ L ! LJ LJ /\� 1 I r � r � r � r � r � r -'1 �j� • � j L_J L__J L__J L__J L__J L__J L__J L_J L__J L_J L__J BOT OF FTG EL. -3.0' \ - 12" WWM ON i MI VAPOR BARRIER FRONT ELEVATION _ . RIGHT 51DE ELEVATION REAR ELEVATION LEFT SIDE ELEVATION SECTION 'A' ON MIN 12' 95%o COMPACTED CLEAN 4 ScaeE::1/4"=1'-O" 5 Scale:1/4"=T-O" 6 Scale:1/4"=1'-O" Scale:1/4"=1'-O" GRANULAR :ILL BY "PROCTOR TEST. REMC /E ALL EXISTING LOAM AND OTHER SOILS AS REQUIRED 4" THRU VENT- I 8" CONC. FI` J WALL ON W/ BENT #4 REINF. BE R @ '48" O.C. I 8" X 16" COS C. FTG. W/2 X 4 KEYW.AY.ANI (2)#5 CONT. REINF. BAR. 2" 1Y2" DOOR SCHEDULE DOOR DOOR SIZE DESCRIPTION REMARKS OTY 2" v 1 { D1 3'-0"X 6'-8" EXTERIOR ENTRY DOOR 1 I ( W•G• j D2 2'-4"X 6'-8" STANDARD PANEL DOORS 1 D3 2'-8"X 6'-8" EXTERIOR DOOR 1 POOL HOUSE FLOOR 2" —I F•�`•I• { i D4 CUSTOM SWING DOOR FOR SHOWER 1 4° iaLAN_D DES] 3 N_ RU IL CORP._ HOUSE TRAP 22 BELLE CIRCLE PROJE T#2301 HARBES POOL HOUSE G.D.---= 4 X.H.C.I. DRAIN LINE BELLE TERRE NY 11777' HALLC :K LANE MIA TTITUCKr NY TO SEPTIC SYSTEM 631-509-1461 SCTM 1000-112-=01-004 WINDOW SGHE1:- JLE WINDOW WINDOW SIZE DESCRIPTION MANUFAGTURER MFG# 5Q. FT. GLASS U-VAL VENTILATION CLEAR OPENING REMARKS QTY WNO LUMBING RISER DIAGRAM SCALE W1 2'-OYs"X 2'-11's/6' CASEMENT ANDERSEN C13 4.30 0.32 3.90 4.00 2 W2 2'_1115/6•X 12" ARCH WINDOW ANDERSEN AFCP301 2.80 0.32 N/A N/A ABOVE FRONT DOOR 1 F R E D R I C K E R CO L I N O k R C H I T E CT NOTES: 114-DORADO CT. SOUTH rer o@c)ptonline.net 1.ABOVE GRADE DRAIN PIPES TO BE PVC SCHEDULE 40 MIDDLE ISLAND" NY 11953 63 •255-6500 �T1,� DAT5 2. BELOW GRADE DRAIN PIPES TO BE CAST IRON oee�or®erg ecxt AS N01 U4 3. WATER SUPPLY PIPING SHALL BE COPPER(A5TM B-42) � 4.ALL PIPING TO BE 5UPPORTED IN ACCORDANCE WITH SECTION P2605 (IRC) I