The URL can be used to link to this page

Home My WebLink About49694-Z ho��oF souTyo`o Town of Southold * * P.O. Box 1179 �0 53095 Main Rd Ulm, Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46112 Date: 04/14/2025 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 2740 Deep Hole Dr Mattituck, NY 11952 Sec/Block/Lot: 123.4-11 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 08/14/2023 Pursuant to which Building Permit No. 49694 and dated: 09/14/2023 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 outdoor shower to an existing single-family dwelling as applied for. Note: CO replaces No: 45934 The certificate is issued to: 2740 Deep Hole Dr LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R23-0269 3/28/2025 ELECTRICAL CERTIFICATE: 49694 10/9/2024 PLUMBERS CERTIFICATION: Derek Hennessey 1 7/2024 v Aut ed Signature Of SOUlyo`o Town of Southold * * P.O. Box 1179 �0 53095 Main Rd �`��ounrr Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45934 Dat 02/03/2025 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 2740 Deep Hole Dr Mattituck, NY 11952 Sec/Block/Lot: 12 3.-4-11 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 08/14/2023 Pursuant to which Building Permit No. 49694 and dated: 09/14/2023 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 an outdoor shower to an existing single-family dwelling as applied for. The certificate is issued to: 2740 Deep Hole Dr LLC [D � Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R23-0269 ELECTRICAL CERTIFICATE: 49694 10/9/2024 PLUMBERS CERTIFICATION: Derek Hennessey 11/7/24 0 (uth)otid)gnature �SUEf o TOWN OF SOUTHOLD BUILDING DEPARTMENT y. x TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT,MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49694 ? Date: 9/14/2023 Permission is hereby granted to: 2740 Deep Hole Dr LLC PO BOX 1239 Cutchogue, NY 11935 To: Construct an accessory pool house with outdoor shower to an existing single-family dwelling as per SCHD, Trustees and DEC approvals. At premises located at: 2740 Deep Hole Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 123.-4-11 Pursuant to application dated 8/14/2023 and approved by the Building Inspector. To expire on 9/13/2024. Fees: ACCESSORY $239.20 CO-ACCESSORY BUILDING $50.00 Total: $289.20 Building Inspector O��pE SO!/r�,ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q -�► • �o sean.devlin(a)-town.southold.ny.us Southold,NY 11971-0959 Comm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 2740 Deep Hole Dr LLC Address: 2740 Deep Hole Dr city:Mattituck st: NY zip: 11952 Building Permit#: 49694 Section: 123 Block: 4 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: GJS Electric License No: 4839ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool House X .New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 21 Ceiling Fixtures 5 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures 6 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 100A A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO Transfer Switch UC Lights 3$' Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 6 Strp Lights 10 Exit Fixtures [] Sump Pump Other Equipment: Gas Pizza Oven, (2) Instant Hots, (2) Fridges, (2) DW, 100A Panel 20 Circuit/ 19 Us( Notes: Pool House & Outdoor BBQ Inspector Signature: Date: October 9, 2024 2740DeepHole Pool HouseElectric ,Silf F Town Hall Annex Telephone(631) 765-1802 54375 Main Road P. O. Box 1179 cm zi Southold, NY 11971-0959 rv-v NOV 7 2024 BUILDING DEPARTMENT -Q 11�VIEGIDY T TOWN OF SOUTHOL1Y0"',`f,'�"3r' CERTIFICATION Date:— I 1�r Building Permit No. 6 �Y Owner: (Please print) Plumber: �ele 41en/1e S.SW (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day ot\bV 20 L/ r Ch State BUNCH Notary Public,State of New York No.01BU6186050 Notary Public, County Quallfled In Suffolk County Commission Expires April 14,20as-, OE 50U1y0� # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION / [ ] PRE C/O [ ] RENTAL REMARKS: 41 r Ok (A(WA, M H JAL Ay Vi Pn, DATE INSPECTOR OF SOUTyOIo # * ' TOWN OF. SOUTHOLD BUILDING DEPT. ,ourm� 631-765-1802 _-___--___I NSPEC 10N [ ] FOUNDATION 1ST/ REBAR [ ROUGH PLBG. ] UNDATION 2ND [ ] INSULATION/CAULKING lv(lo FRAMIN [ ] FINAL [. ] FIREPLACE & CHIMNEY [ ] FIRE'SAFETY INSPECTION- ( " ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [. ] RENTAL REMARKS: W m(p a 4 slyw e2�=iz �&4A �W DATE W INSPECTOR OF SOUTh°� TOWN OF SOUTHOLD BUILDING DEPT.' co 631-765-1802 A90T .INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. ] FOUNDATION 2ND [. ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL �of 441,. [ ] 'FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION, [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: (o 0� �WLW v ?I gy�C4-ea,- C4(z V VIVWV6 ck(_�_ DATE Lt wlfq INSPECTOR ho��OF SOUIyO<o Li q 'f� �� V e� � # TOWN,OF OUTHOLD BUILDING D PT.P . �`y�0UM1 631-765-1802 _ _ - IN-SPNCTION [ ] FOUNDATION 1 ST/ REBAR [ } ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION : [ ] FIRE RESISTANT CONSTRUCTION' [. ] FIRE RESISTANT.PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]: RENTAL REMARKS: ie�t� `�'1`G-Q-s m4,-2 c DATE r� Z INSPECTOR OF SOUlyO6 l 1 6 q eZ ( I v TOWN .OF SOUTHOLD BUILDING DE PT. couto, 631-765-1802 __- 1-N-SPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ .] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT.PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL �oi ko—w-e REMARKS: V� LA-1AU a ® W�cel DATE / INSPECTOR ho�azf SOGIyOlo 6 27 0 e !� # * TOWN O. SOUTHOLD BUILDIN D . °`�o►�,�a� 631-765-1802 INSPECTION' [ ] FOUNDATION 1 ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND { ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ .]- FIRE SAFETY INSPECTION: [ ] FIRE RESISTANT CONSTRUCTION: [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS. DATE P INSPECTOR q%091 �HITECT MARK SCHWARTZ &ASSOCIATES 28493 :Main Road• PO Box 933•Cucchoguc__ Ny 11933 -- — — --J- - 631.734.41851 cc•u=%r.mksarchitcct.com November 04,2024 Southold Town Building Department 54375 Main Road Southold,New York 11971 Re: Lomangino Property 2740 Deep Hole Drive Mattituck,New York To whom it may concern, We have been on site during portions of the construction process and have reviewed the foundation and underground plumbing. Based on our observations and contractor input,this work has been completed as per plans and meets or exceeds NYS Code requirements. Please call this office with any questions you may have. Sincerely, Mark Schwartz s NOV - 4 2024 Building Department _ R MELD INSPECTION REPORT DATE COMMENTS �o 3 FOUNDATION (1ST) ------------------------------------- FOUNDATION (2ND) z 21 lAq (k)fl A;L6 Ao waa 3 � ROUGH FRAMING& PLUMBING *x_A_6kct_; _ r INSULATION PER N.Y. -STATE ENERGY CODE l N �Vl• w t1 d t Y -I- FINAL ADDITIONAL COMMENTS 151 23 c0 (cc /os�7z3 0 13 a �-`f pau ol, 1 0 0 e-c�r i c, m c,# o(o S 39 0 1 - c CL. m n � � � ro o z W 1 H dx ro TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold.NY 11971-0959 '� �* Telephone(631) 765-1802 Fax(631)765-9502 httQs://www.southo dot 4 nQ�ory' t , f j APPLICATION FOR BUILDING PERMIT � AUiat— �023 -A BU11DING DEPT. For Office Use OniV (ePERMIT N0. 4_ Building Inspector: DIV I j Applications and forms must be filled out in their entirety.Incomplete PP N P applications will not be accepted. Where the Applicant is not the owner,an - A U G 1 4 2023 Owner's Authorization form(Page 2)shall be completed. Date: O g BUILDING DEPT. OWNER(SI OF PROPS T:ai�"� b . I r► Name: S Lq r)a SCTM#1000- 1 Project Address: 27IfV f,PI Phone#: - D Email: O §ts' f' Mailing Address: CONTACT PERSON: Name: M �. 4VI I Mailing Address: Phone#: 01 ( Emai1: a rG ifee, 4o&f 1 N .`L DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION-OF PROPOSED CONSTRUCTION XNewStructure OAddition ❑Alteration ORepair ❑Demolition Estimated Cost'of Project: ❑Other Z© O L $ Will the lot be re-graded? ❑Ye No Will excess fill be removed from premises?gYes 0No '9 1 PROPERTY INFORMATION Existing use of property:s Intended use of property: i �� s Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Q this property? ❑YeANo IF YES,PROVIDE A COPY. Check Box After Reading: The owner/contractor/design Professional Is responsible for all drainage and storm water Issues as provided by- Chapter 236 of the Town Code.APPLICATION IS HEREBY MANE to the Building Obpartment 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 taws,Ordinances or Regulations,for the construction of buffdhW, 2ddE19ons,altarations or for removal or demolition as herein described.The applicant agrees.to comply with all applicable laws,ordWnces,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 210AS of the Newyork State Penal Law. Application Submitted By(print nam ): /V I2 it- s( w�/�L j M/Uthorized Agent []Owner Signature of Applicant: Date: aZ123 Ei BUH STATE OF NEW YORIC) Notary Public,Stare of New York No.01 BU6185050 SS: / �� Qualified in Suffolk County COUNTY OF�( L4= ( v Commission Expires April 14,2_Q) y A*( EL f being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract above named, (S)he is the '4g C t�( (Cot ctor,Agent,Corpor a Officer,etc.) of said owner or owners,and is duly authorized to perform or ha 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 efore me this �'� day of Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) l.Cf/6ZCrrg..1li6 residing at�7qd icP.O �r✓ F/r %IGu �/�`��<�. do hereby authorize&G L r wzz�A&& dam 0-41 o pply on my beha to t own of Southold Building Department for approval as described herein. v� Owner's Signat Date /ev ZD/ho."T,��2 Prim Owner's Name 2 ;Z111t S _�, 1 ,6g,:4 M. W o MV W- 21 n M 4 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK N. V PERMIT No. 10398 DATE: JUKE 14,2023 iMB ER ISSUED TO: 2740 DEEP HOLE DRIVE,LLC c/o STANLEY LOMANGINO, ME PROPERTY ADDRESS: 2740 DEEP HOLE DRIVE,MATTITUCK SCTMO 1000-123-4-11 114 tA, Fti AUTHORIZATION Pursuant to the provisions of Chapter-275 of the Town Code of the Town of Southold and in By - n accordance with the Resolution of the Board of Trustees adopted at the meeting held on Jun ,4 2023 and in paid by 2740 Deep Hole Drive, LLC and subject to the consideration of application fee in the sum of$1250,00 Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees au thorizes and permits the following: Pool patio(use �t %15 Wttland Permit to construct an approximately 4,345sq.ft.partially elevated masonry J, Ik approximately 102 cubic yards of on-site excavation material to achieve proposed patio elevation),uponwhich will b and a be connected to a installed around patio,which is to X xY foot shower(to be connected to a trench drain located more than 100' from wetlands),all located at least 100' )qw'i proposed storm-water drainage system I !sting of 31x21 pavers set in sand to existing from wetlands; and install a 31x1011 stone walkway cons dock; and proposed more than-100' from wetlands a 161%34'swimming pool;0 14.5lx24' pool house with r. outdoor shower;a 4lx4':rLre pit; three existing pine trees located in the proposed construction area are to Z be selectively removed and replanted elsewhere on property more than 100 feet from wetlands, and t establish and perpetually maintain a 75' wide Non-Distutbance buffer area along the landward edge of wetlands with a 4' wide by:1:10 V long natural access through the Non-Disturbance buffer area to dock; R relocated on the property; all as depicted on the site with the condition that the block pines be saved and z, plan prepared by Mark Schwartz&Associates, received on June 9,2023,and stamped approved on June 14,2023. IN WITNESS WHEREOF,the said Board of Trustees hereby es its Corporate Seal to be affixed,and and year first above written. ed by a majority of the said Board as of the day these presents to be subscribed 5 f F04/( CD CID q 7ffi �Ap, 7" k, 3 ?f "0011., Glenn Goldsmith,President ®``�®f 5®�/, � Town Hall Annex V" 54375 Route 25 A.Nicholas Krupski,Vice President h ® P.O.Box 1179 Eric Sepenoski 5 Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 UNTd,�� u L�2 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD '` ' JAN 3 1 2025 �r CERTIFICATE OF COMPLIANCE k, 1 . ._ #2215 C Date: January 29, 2025 THIS CERTIFIES that the construction of an approximately 4 345scLft partially elevated masonry pool patio(use approximately 102 cubic yards of on-site excavation material to achieve proposed patio elevation) upon which is installed a 4'high pool enclosure fence a 10'wide pergola, an outdoor kitchen area and a TxT foot shower(to be connected to a trench drain installed around patio, which is connected to a storm-water drainage system located more than 100'from wetlands), all located at least 100'from wetlands,• and installation of a Yx101'stone walkway consisting of 3'x2'pavers set in sand to existing dock;and more than 100'from wetlands a 1604'swimming pool,• a 14.5'x24'pool house with outdoor shower;a 4'x4'fire pit;three existing pine trees located in the construction area are to be selectively removed and replanted elsewhere on property more than 100 feet from wetlands; and establishment of a 75'wide Non-Disturbance buffer area along the landward edge of wetlands with a 4' wide by f 101'long natural access through the Non-Disturbance buffer area to dock: with the condition that the black pines be saved and relocated on the property. At 2740 Deep Hole Drive Mattituck Suffolk County Tax Map#1000-123-4-11 Conforms to the application for a Trustees Permit heretofore Sled in this office Dated May 5,2023 pursuant to which Trustees Wetland Permit#10398 Dated June 14,2023,was issued,and Amended February 14,2024 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of an approximately 4.345sai.ft. partially elevated masonry pool patio(use approximately 102 cubic yards of on-site excavation material to achieve proposed patio elevation),upon which is installed a 4'high pool enclosure fence, a 10'wide pergola an outdoor kitchen area,and a YxT foot shower(to be connected to a trench drain installed around patio which is connected to a storm-water drainage system located more than 100'from wetlands) all located at least 100'from wetlands: and installation of a 3'xl0P stone walkway consisting of 3'x2'pavers set in sand to existing dock;and more than 100'from wetlands a 16'x34'swimming pool;a 14 5'xN'pool house with outdoor shower-,a 4'x4'fire pit;three existing pine trees located in the construction area are to be selectively removed and replanted elsewhere on property more than 100 feet from wetlands; and establishment of a 75'wide Non-Disturbance buffer area along the landward edge of wetlands with a 4'wide by-±10 F long natural access through the Non-Disturbance buffer area to dock, with the condition that the black pines be saved and relocated on the property. The certificate is issued to 2740 DEEP HOLE DRIVE LLC owners of the aforesaid property. Authorized Signature is NEW YORK STATE DEPARTMENT OF ENVIRONNIIIENTAL CONSERVATION FacHity DEC ID 1-4738-01189 PERMIT Under the Environmental Con.servation Law (ECL-) Permittee and Facility Information Permit Issued To: Facility: 2740 DEEP HOLE DRIVE LLC 2740 DEEP HOLE, DRIVE LLC PO BOX 1239 2740 DEEP HOLE DRISCT'i\A# 1000-123-4-11 IVIATTITUCK,NY 11952-1239 MATTITUCK,NY 11952 Facility Application Contact: Ir EN-CONSULI ANTS 1319 N SEA RD SOUTHAMPTON,NY 11968 Facility Location. in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point- NYTM-E.- 709.724 NYTM-N: 4540,288 Latitude: 40'59'12.6" Longitude: 72'30'24.9" Dro A ject Location: Deep Hole Creek Authorized Activity: Remove existing and construct new walkways, install pool with associated patio and drainage structures, construct pool house and accessory structures, and install fencing around pool. All work shall be done in accordance with the plans prepared by Mark Schwartz and Associates, dated 6/9/20223, and starnped'NYSDEC Approved' on 71/3/2023. KILL Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-01189/00010 New Pen-nit Effective Date: .7/')/2023 Expiration Date: 7/2/2028 NYSDEC Approval By aceeptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this 15 permit. Permit Administrator: SHERRI L AICI-IFR, Regional Permit Administrator Address: NYSDEC Region I Headquarters SUNY @ Stony BrookJ50 Circle Rd St-ony.'w1jvoo1-1-. NY 11790 -3A10t) 1 �.:_�t. r,,.r . �;'„�:-_:_y�a��...�Y' Date Autliorized Signath- Pne I ol 6 NEW Yt3RK STATE DEPARTMENT OF ENV.IRC3NMENTrSL COIySI;RVA'I't43N Facility DEC ID I-4738-01189 F-7 Distribution fist EN-CONSULTANTS Bureau of Marine Habitat Protection File Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLAGATIONS r NATURAL RESOURCE PER-MIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS i. Conformance with Plans All activities authorized by this permit roust be in strict conformance with the approved plans submined by the applicant or applicant`s agent as part of the permit application. Such approved plans were prepared by Mark Schwartz a-rid Associates, dated 6/9/23. 2, Notice of Commencement .A t least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form roust also be signed and returned, along with photographs of the completed work. 3. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 4. Storage of Equipment, Materials The storage of construction equipment and materials shall be, . confined within the project work area and/or upland areas greater than 7-5 linear feet from the tidal wetland boundary. s. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance io vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 5. Straw Bales 6r Other at Tidal Wetland 'A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 75 linear feet from the tidal wetland boundary, or as per the NYSDEC-approved plan,prior to commencement of any regulated activities and re;iai:] in p'2c: and .n g)'.? a, ��nctional condition? 'antil the project is completed and all disturbed areas are; stabilized with vegetation. 7. Ma.€ntzin Erosion Controls All erosion control devices shall be maintained in good and fiinctional condition until the project has been completed and the area has been stabilized. Page 2 of 6 \ NEW YORK STATE DEPARTMENT OF ENV1RONMENTAL CONSERVATION � Facility DEC 1D 1-47,38-014-189 8. No Unauthorized Fill No fill or backfill is authorized by this permit without further written approval from the department (permit, modification, amendment). 9. Cover Material For Footpath Cover material used for footpaths is limited to natural wood/bark chips, stone, gravel or sand. 1o. No Fool Discharges to Wetland There shall be no draining of swimming pool water directly or indirectly into wetlands or protected buffer areas. 11. No Drywells in or near Wetland Dry wells for pool filter backwash shall be located a minimum of 100-linear feet landward of the tidal wetland boundary. 12. No Changes to Septic System This permit does not authorize any alteration, expansion or replacement of existing septic systems. 13. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybaies/ silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. 'Tarps are authorized to supplement these approved methods. 14. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or. excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 15. Concrete Leachate 'During construction, no wet or fresh concrete or leaehate shall be allowed to � escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 16. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 17. State Not Liable for Damage The State of New York shall in no.case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 18. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leaehate or any other environmentally deleterious materials associated with the project. 19. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. Page 3 of 6 NEW YORK STATE DEPARTIMEN T OF ENVIRONMENTAL CONSERVATION \ �® Facility DEC ID 1-4738-01189 20. State May Order Removal or Alteration of Work If fiiture operations by the State of New fork require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation,or other ' modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. GENERAL CONDITIONS - apply to ALL Authorized Permits- --� t. Facility Inspections by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection: to the permit area.,vhen requested by the Department. A copy ofthis permit, inclu►ding all -referenced maps, drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. G. Relationship of this Permit to Other- Department Orders and Determinations finless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee robust submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Stich application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator 1\1'11'SDEC Region 1 I leadquarters Sl 1NY @ Stony Brookl'50 Circle Rd Stony Brook, i�TYI 1790 -3409 ° �' 2 of INEw xa'O'RK STATE DEPART MENT OF ENVIRONMENTAL CONSERVATION Facility DEC 1D 1-4738-01189 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 clays before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance-with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 5. Permit Transfer permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. ---NO'1 IFICATION OF OTHER PERMI TEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, ("DEC") for all r r 7 and agents� DEa. ) cur are claims, suits, actions, and damages, to the extent at`ibutable to the perrnittee's acts or omissions in connection with the permittee's undertaking of activities in connection writh, or operation and maintenance of the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This inden-reification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and 1Zules or any citizen suit or civil rights provision under federal or state laws. Item lie permittee's Contractors to Comply with Permit The pernittee is responsible for informing its independent contractors, employecs, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to&-e permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the pen-nittee. Page --,-) of6, NEW YORE£STATE DEPARTMENT Off'ENViRONMEN TAL CONSERVATION FachUy DEC 1D 1-4738-01j83 item Co Per ittee Responsible for Obtaining Other Required Permits The pei-anittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the pennittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. r Page 6 of 6 �Q�gfFO�,tcO BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 �jOs► d�4� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(ab-southoldtownny.gov- seand(a).southoldtownny.qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: - Company Name: GJS Electric, LLC Electrician's Name: Gary Salice License No.: 4839ME Elec. email:gary@nfay.com --E-lec-.-Phone-No:-634 298-4545 -_ H-request a_n-ernail copy-of-Certificate of-Gompliance-- Elec. Address.: 6615 Main Rd., Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: 07`l0 4ey 4te iSrNc LLC. (S>e-nte f Y Lvhuzn v Address: a.7 q6 e. ' j)�IY'e Cross Street: UJ S k e, Phone No.: BIdg.Permit#: LT (�qi} email: Tax Map District: 1000 Section: 3 Block: 41 Lot: J BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): - \ Square Footage: 'Soo Circle All That Apply: Is job ready for inspection?: 7 YESR]NO Rough In FIFinal Do you need a Temp Certificate?: YES®NO Issued On Temp Information: (All information required) Service Size01 Ph 03 Ph Size: A #Meters Old Meter# ❑New Service[]Fire Reconnect OFlood ReconnectOService Reconnect OUnderground00verhead #Underground Laterals 1 2 0 H Frame Pole Work done on Service? Y N Additional Information: Poo I hour Jvo SP4(--/ 1).5 PAYMENT DUE WITH APPLICATION I u,.ol + ( 00 = aP# (094 A- 1 S1F84 BUILDING DEPARTMENT- Electrical Inspector fjf��4� �Gt TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 � �` Southold, New York 1 1 971-0959 y�o� �o �} Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cDsoutholdtownny.Aov - seand(c southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ' ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: GJS Electric, LLC Electrician's Name: Gary Salice License No.: 4839ME Elec. email:gary@nfay.com Elec. Phone No:-631-298-4545---- - 211-request an-email copy of-Certificate of-C-ompliance_, Elec. Address.: 6615 Main Rd., Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: 07qo 4eAp tole (S>e-nte Lv naa Address: a.-7`f 0 e e Y� Cross Street: a Phone No.:_ Bldg.Permit#: 4q(oq4 email: Tax Map District: 1000 Section: 3 Block: J4 Lot:., 11 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: boo Circle All That Apply: Is job ready for inspection?: ❑ YES� NO 0 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 012 H Frame Pole Work done on Service? DY MN Additional Information: PUO I house. 100 PAYMENT DUE WITH APPLICATION II -a 1'7�� l 00'� Qc* 106 S3q PERMIT N Address Switches Outlets j G Fi'S Surface Sconces T \ H H s (, U C L t s Fans Fridge I HW Exhaust Oven WAD smokes DW Mini -arbon Micro Generator -ombo Cooktop Transfer aC AH Hood Service Amps Have Use[c� -pedal: d� 1 :omments f �2 Too �OF=Q . 023b .(0)]KMWA\']F1E1K Scott A. Russell o 2 SUPERVISOR 0 - I\\l[A\NAG]EM1E' T SOUTHOLD TOWN HALL-P.O.Box 1179 '6 G]®g'i,', o wn of So ail th o l d T 53095 Main Road-SOUTHOLD,NEW YORK 11971 i�fl.� > y F0171,411 '�" CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT �I j ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) 11 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — jj APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: /q/,j Girjo Date: (PrmU j jIl (Signal urel Ii� Contact Information: M X CA-r-c i00 Q9L,eJ-`,,' /'"Q- ` 1,4 � j!I lG-Mall&Telephone Number) t i u� ip : I i Property Address / Location of Construction Site: 2 -2 Y® S.C.T.M. #: 1000 !' j District /2 it 7 o Section Block Lot j ii TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT !; j� - - — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - jl If - Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Required ! 'i! j❑ Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ! fi! ❑ - Area of Disturbance is Greater than I Acre & Storm-water Runoff Discharges Directly lit to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit " DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. it '. ❑ - it Area of Disturbance is Greater than l Acre & Storm-water Runoff Flows Through Southold l Towns MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering Department Prior to Issuance of a Building Permit. ill ` �'�'" 1 Date: Reviewed By: � FnR M x qm('P-TnC Ortnhar 7O I c) p 2 1 0 ....................................................................................................................... ...... ...... ....... ....... .......... ........ ............................................ LEGEND LOMANGINO 583*20'40"E CI-CAST IRON RESIDENCE L=40.88 CO-CLEANOUT CP-EXISTING SANITARY CESSPOOL P,=147.35 DW- DRYWELL 15 ......................................................................................................................... CTG- CUT TO GRADE 1.11 DE3- DISTRIBUTION BOX L DEEP HO E DRIVE EL- ELEVATION E.�B 1 2740 DEEP HOLE DRIVE EX- EXPANSION POOL a' 1__� EXIS-EXISTING FFEL 11.62'± MATITUCK, NY 11952 FffIf-FINISHED FLOOR ELEVATION FFEL 11.621± utility Pole (-7- CLEANOLIT guy n GE-GRADE ELEVATION apron TO GRADE -4--- GPD-GALLONS PEP,DAY ................................................................................................................................................................................... ........................................................................................................................... ................................................................. ......................................................... I water_ e POOL HOUSE 10 CLEANOUT I !k HEISE-HIGHEST EXPECTED GROUNDWATER PATIO PROP POOL HOUSE&PATIO GRADE 8.3'± TO GRADE [/A OWT5- INNOVATIVE ALTERNATIVE OW75 N e tric drain ' IE INVERT ELEVATION FFEL 8.3± PROP GRADE 8.0'± F \ I I ` Lf LINEAR FOOT EXIS IE 7.5'± LF-LEACHING POOL PROP IE 6.3'± 114 MAX MAXIMUM I CRAWL SPACE SLAB 5.9'± MIN MINIMUM ................................................................................................................................................................................................................................................................................................................................ 00x61� \ \ 115 1 V \ , OVVT5 -ON51TE WASTEWATER TREATMENT SYSTEM 05 ................................................ ...... ..................................................... TOWN OF SOUTHOLD E FT-PERCOLATION TEST SUFFOLK COUNTY rn SCDHS-5UfffOLK COUNTY DEPARTMENT Of HEALTH SERVICES w 0- < GROUNDWATER r > I 5T SEPTIC TANK GROUNDWATER ELEVATION 2.6' TH TEST HOLE ELEVATION @ 2.6' ODI \ \ I 29 1 43 I V-VENT TYP-TYPICAL L-4 0 .......................................................................................................................... WM -WATER METER ................................................... ............................ s t I 4-- & \j - �''I \ \jFryaD ' ORANGE FLAG 5 10, 20, 30' 40' 50' 60 70' PROFILE ELEVATION SCDHS POOL HOUSE SANITARY CONNECTION POOL HOUSE ORANGE FLAG SCALE= INITS metal fence It I 13 \1p 0 6.88 \ \ 6.11 00 &0 ORANGE FLAG EXISTING BURIED ELECTRIC SERVICE &6o &41 (APPROXIMATE, TO BE MARKED OUT 1 k / \�� II \I \ \�/ `I 5- �0 EXISTING PUBLIC WATER SERVICE GENERAL NOTES: I . EXISTING 4 BEDROOM HOME, NO CHANGES. PROPOSED SEASONAL POOL HOUSE. Ion� 69 ORANGE FLAG 2. POOL HOUSE WASTE PIPE TO BE CONNECTED TO MAIN HOUSE SANITARY SYSTEM. AS-BUILT SITE INFORMATION: LJ 6,46 t\, 0 -SUFfOLK COUNTY TAX MAP ID: < Z EXISTING PPROPANE 3. SITE PLAN AND REFERENCE ELEVATIONS TO BE USED SANITARY 5Y5TEM CONSTRUCTION ONLY. 1000-123-04-1 1 \x ��\ TANK SERVICE EXACT PROPERTY BOUNDARIES, UTILITY LOCATIONS AND ELEVATIONS ARE NOT GUARANTEED. -EXISTING 2 STORY 4-BEDROOM HOME. ry 0 =) 4. REFERENCE ELEVATIONS BASED ON PROPERTY SURVEY. PROPOSED SEASONAL POOL HOUSE. :3 0 64, &0�n b -EXISTING CONVENTIONAL SANITARY SYSTEM < 63� ��b-,Q \\ \ i 1 5. ON51TE UTILITY MARK-OUTS TO BE PERFORMED BY CONTRACTOR PRIOR TO PERFORMING SITE WORK. ell SCDHS REf#: R,10-1 1-002 2 b.0 - -LOT AREA: 2.674 ac, 02.749 soft. z G. 501L TEST HOLE DATA PROVIDED BY McDONALD GE05ERVICE5, DATED: 03/17/201 1 6.62 �.51 -1z -PROPERTY LOCATED AT 2740 DEEP HOLE DRIVE Lij b4l 7. PROPOSED GRAVITY SEWER LINE TO CONNECT NEW POOL HOUSE TO MAIN HOUSE EXISTING :2 \atarPOOL HOUSE WASTE PIPE TO BE CONNECTED TO MAIN IVATTITUCK, TOWN Of SOUTHOLD, fy_ 1 Ileek,SIG WETLAND FL SEPTIC SYSTEM. SUFfOLK COUNTY, NEW YOR.K c AG E-29 HOUSE SANITARY SYSTEM. PROPOSED SEWAGE EJECTION < PUMP IN EXISTING BASEMENT CRAWL FOR CONNECTION AS 8. INTERIOR PLUMBING MODIFICATIONS REQUIRED 13Y LICENSED PLUMBING CONTRACTOR TO CONNECT -SURVEY PROVIDE[) BY: JM LAND SURVEYING, &6n DATED: DECEMDER 29 202 1 oo Os Sal 615`1 NECESSARY (DESIGN BY OTHERS). WORK TO BE PERFORMED POOL HOUSE WASTE PIPE TO MAIN HOUSE SANITARY SYSTEM. POOL HOUSE WASTE FIFE TO BE -TIDAL WETLANDS DELINEATED 13Y bi I dllm 0 \1!& \1 WETLAND FLA -28 BY LICENSED PLUMBING CONTRACTOR PER NYS 2020 CONNECTED TO NEW SEWAGE EJECTION PUMP IN BASEMENT SLAB BY LICENSED FLUM13ING EN-CONSULTANTS, DATED: 9-1-2022 t > ILL. ton�belol BUILDING STANDARDS. NOVEM15ER 2022 oRI\eN e CONTRACTOR. -VERTICAL DATUM- NAVID '1988 DATUM T W AND FLAG E-27 ft� z 0 db"4,� PROPOSED SIX (6) 8' X 4' DEEP PRECAST DRYWELLS. -SURFACE WATER AND WETLANDS SHOWN ON 6.64 6.56 69 SITE PLAN .64.64 .56.56 (DESIGNED BY OTHERS). MAINTAIN 10-FOOT SETBACK TO GENERAL SANITARY SYSTEM AND INSTALLATION NOTES: -PU15LIC WATER, ALL HOMES WITHIN 150LF WETL/DFLAG E-26 WASTEWATER STRUCTURES AND POTABLE WATER SERVICE TO CONNECTED TO PUBLIC WATER. POOL HOUSE. EXACT SIZE AND LOCATION BY OTHERS. I EXISTING SANITARY SYSTEM 15 BUILT FOR UP TO 4-BEDROOMS PER 53S I b.59 b.64 % 5Uf f OLr\ COUNTY DEPARTMENT Of HEALTH STANDARDS (SCDHS). NO BEDROOM ADDITION. / stone 2. SANITARY GRAVITY DRAIN PIPE TO BE 4-INCH CAST IRON AT FOUNDATION PENETRATIONS AND 4-INCH WETLAND FLAG E-25 PROPOSED GRAVITY SEWERLINE TO CONNECT NEW POOL EXISTING SANITARY SYSTEM 5DR-35 BETWEEN fOUNDATION5. WASTE PIPING TO BE PITCHED MINIMUM -L INCH PEP, FOOT. SCDHS REF# R10-11-0022 HOUSE TO MAIN HOUSE EYISTING SEPTIC SYSTEM. MAINTAIN 4 10' SETBACK TO PROPOSED WATER SERVICE AND 3. CONTRACTOR TO CONFIRM INVERT ELEVATION Of THE SEWER LINE LEAVING BUILDING PRIOR TO THE 4 rjRIVEwAy 1.4 42 EXISTING/PROPOSED DRY WELLS. START Of CONSTRUCTION. ANY DEVIATION SHALL BE REPORTED TO THE ENGINEER OF RECORD. r ki LP � 1 X 4. CONTRACTOR IS RESPONSIBLE TO OBTAIN TOWN BUILDING PERMITS AS NECESSARY PRIOR TO PZO / , 1.0 Y,1.1� '7 bg USE 4-INCH SDR-35 PIPE SLOPED MINIMUM 1/4-INCH PER INSTALLATION Of THE PROPOSED GRAVITY CONNECTION. I A15 --- ko P) LF. ARC PIPE IN TRENCH AS NECESSARY TO MAINTAIN Ill,L Po�__L p WETLAND FLAG E-24 10-FOOT SETBACK TO DRY WELLS AND TO ELIMINATE ANY E IS) ABRUPT BENDS IN PIPE. TPA --e / o a6 \ m I V_ \�O 4\ �lIl 1.41 4 RIVE 3 boy o "porch -1.1it - 1 193 1;45� WETLAND FLAG E-23 B.11 APPROXIMATE LOCATION OF EXISTING STORMWATER mete c y 9.15 01 . b \N PROPOSED BURIED ELECTRICAL SERVICE TO POOL HOUSE. LINE ON1 I EVY Cu`M3TRUCT10[ 1 0 s l'2.0, 6 4 1�� SENDS POT PEr' /, ITTED ON. SE1.fk.1E1r DRYWELLS (TYPICAL) BASED \N ON BEST AVAILABLE entrance PROPOSED WATER SERVICE TO POOL HOUSE. RECORDS. T.H. ac CP\ ONC � �,�V �-S� Ip OP, PROPOSED POOL HOUSE CRAWL SLAB EL 5.9'± �,�P�uvvj PRO INV EL 6.3' w EXIS) ova, WETLAND FLAG E-22 I \ 6 �0 R6F3kKrPR0P'j lD 0 1, uvvr,- �Kvvj w 0 vv k emo V Inn DW E E \ ` \ \ 3 E Ill GP \ i./ \a\�'� WETLANb FLAG E-21 e CO 1z PRO? REVISIONS: \0 B,51 _�,/ S NO. DATE DESCRIP. *?-0 WETLAND FLAG E T1 T. H . RosEo 0 -20 S 19+ L; 0 0 0 -' O --_- mil/ `� \ q ?00�_ROP 00 �;-PROP SLAB EL 811 PROP INV EL 7.5" WETLAND FLAG E-19 ' PROP\\ WETLAND FLAG E-1 1/ 11 - 1!�_ CRAWL SLAB EL 5.9'+ MIS W/� �sl 100' WETLAND SETBACK LINE PROP INV EL 6.3 PROP V, WETLANb F E WETLAND FLAG E-18 LAG�--2- N op\\% DW ""�R % 0 '/PR P,\"',_ WETLAND FLAG E-3 DW )" DW) �A 0 //PRO SCALE: 1:30 DESIGNER: TAO 4.51 ' PROP\% WETLAND FLAG E-17 co DATE: 03-07-2023 �41 v6*�q - -----" / W v -f/ is, C,04 INZ V1. WETLAND FLAG E-4'\ "I 0 -14! -16 Q) 4 WETLAND FLAG E WETLAND FLAG E � -5'-��_�/� xa3o ��'� x 336 \` � ,,.�- I -,E ETLANE)FLAG -5�� 1\ 3.31 WETLAND FLAG E-13 WETLAND FLU E-6 -A m WETLAND FLAG E-15 HOMEPORT ENGINEERING P.C. ---,WETLANb FLAG E-10 WETLAND FLAG E-12 WETLAND FLAG E:7--4- 3- Is THOMAS A O'DWYER, PE EXIS WETLAND FL=LAG E-_ ��00 ()IllGRF WETLAND FLAG E-8 A 0 LIC. NO. 094873 PO BOX 1111 SETAUKET, NY 11733 JJA -3 - QD \ DW g 00 , 5je041 IN -7-7.73 • 10 Y//V 112.74' .585033'48"W SUFFOLK COUNTY DEPARTrAENT OF HEALTH SERVICES OF HE&V F,EEK PERMIT FORAPPROVAL OF CONSTRUCTIONFoR A A-0�0- 0 1- HOLE C --A ps 1�* bock DEEP POOL HOUSE PREP NpR� �° SANITARY SITE PLAN 0a4811 SCALE= 1:30 vf!C_1c.r lincs must r3c tnrl:tce DATE 7/28/2023 .S. REF. No. R-23-0269 � P��" �0 15' 30' 60' 90, 120' 1 RAMP suff.a[!- C umit 4 APPROVED kglpt. v�, 11c.-r7flk-11 L PROP SLAB EL 8.3'± SHEET: PROP INV EL 7.5' Cl (G, ;,I V,52-57547l 4C hou,-r, in TOTAL MiAXIMU , 3EDROOMS 0 \ t III, � a 0 1.01 20' EXPIRES THREE YEARS FROM DATE OF APPROVAL SANITARY SITE PLAN rnol to .micdulc hurpceionfr) I FLOATING DOCK jj I SCALE= 1:10 IM=9 OGE yntuc'TEU 0; URA U52EU fLTEMnON OR ADOn10N 7 � le e o le µDEN PL iaa Una'. �,� -STM x0°e wG r+ 92,749 sq.ft. w. i iA�ER none 2.13 acres °` TME of R�Rrs o ER1 o—sm R�nRE oR=,o m xE.�� xw �mE�AnEEa Eo�mEo"_ eU _mm t UF-1 FOR wNOM Mc SUHV DANM NAM 1988 o oR ws 6ERNfa%TME �II✓l r (1S�/s �I/ /OwrAwmoxuwnwmueaxoR.IRlit7a,taO� wwTxerrls6TNrxAcamsxB� ,mnxoRsttele mt SUFFOLK COUNTY DEPARTMENT OF.'HEALTH SERVICES ! APPROVAL OF CONSTRUCTED WORKS FOR POOLHOUSE Date 3/28/2025 H.S.Ref.NO. R-23-0269 Drrn 1-40.88' CCf HOOF DRIW rn R=142.35 The sewage disposal and water supply facilities at this location have been „ `w inspectedandlor certified by this Department or other agencies and found n y " to be satisfactory FOR TOTAL MAXIMUM OF 0 BEDROOMS. •aw.� ,a� '� a4 )onat an Pal, P.E.,CHIEF Office of Wastewater Management tg i% \ g/ � OR/NbTR16 \ 6AANC61116 � S ITFRAMDRAAF7➢ 3 9P1p w,mf L s I -a \ p 1/iR1AD RABf.27 1 ,9i NSTGA11Agx FT6 5' \ ,. y 1 p� BSMNDAAOFM \c g5 yy .0y�p�..�o,, 'r N4RAA9RAbF•21 � p tr'se< Nal ,,! ' 4bE1'M1 au� { WmAYDM6Ff ADAi WMIMS �LY6�F, n s s5 us, � sn to a'F/L6N6 NAa FN 80UNDARI'; sa: a'nWRAMN? ASDFUN&11WBYFN-CONSUITANlS;A1-72 •lwmxvcrusra�e , C WEfIANDWlL-0 � _ y '� MFnAND iGO FR >s / a41f.IND RAGES Y W / \ R4T/A19TfKFR RFilAd9 RIGFl/, 111171APRAGFI6, NTRM9RAGF9 RRGVGRA6FI0 .W a41NNDRAGFa Km40 RA6&8 ffmwR"R3 y �iQ "Z. � �~� /tvRrAm+uGFR .vim pp0t •9J.°y:u � _.__.. me..a hu ar*wua �,i 4NW^�.��'O N1p111E :. ' . N7UNGRA6F6 +sJ v V. ire 1,1ti - 12.24, 585°330 DEEP HOLE CREEK APR 4 2025 L. RGARxG Dt4T � . Final Survey of Property at Mattituck Town of Southold LAND SURVEYING �4P'ODF If, Suffolk County, New York Mln vllala@laol.com q x Tax Nap #1000-123-04-11 • 4 Scale 1"= 30' December 2,.2024 o GRAPHIC SCALE Phone:(831)7244832 P.O.Box 1408 Smithtown, N.Y. 11787 1 18 I 1 men Eocid APPROVED AS NOTED COMPLY WITH ALL CODES of DATE�`I=B.P:.# �0 9y- NEW YORK STATE & TOWN CODES $ a$ D BY AS REQUIRED AND CONDITIONS OF FEE: „N NOTIFY BUILDING DEPARTMENT AT SOUTHOLD TOWN ZBA � �; .�. 765-1802 8 AM TO 4 PM FOR THE `}� FOLLOWING INSPECTIONS: ` SOUTHOLD TOWN PUNNING 80A19 1. FOUNDATION—TWO REQUIRED FOR POURED CONCRETE .1<.:.....-1 V SOUTHOLD TOWN'MUSTEE,S 2. ROUGH-FRAMING,PLUMBING, STRAPPING, ELECTRICAL&CAULKING or O3-aDz3 N.Y.S.DEC 3. INSULATION 4. FINAL-CONSTRUCTION &ELECTRICAL MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. TRUSS ISMARDING REQUIRED ELECTRICAL INSPECTION REQUIRED All exterior lighting installed,replaced or repaired shall conform to Chapter 172 of the Town Codes c ' PLUMBING �LLPLUMOING WASTE' &WATER LINES NEED TESTING BEFORE COVERING RETAIN STORM WATER MMUFF PLgRSUANT TO CHAPM 339 PLUMBER CERTIFICATION OF THE TOWN CODE. ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. REVISIONS: EXISTING SITE DATA (TOWN: SCTM: 1000 - 123 - 04 - 11 PROPOSED SITE DATA (TOWN): SCTM: 1000 - 123 - 04 - 11 DESCRIPTION: AREA LOT% DESCRIPTION: AREA LOT% EXCAVATION FILL PROPERTY: 92,749 SQ FT 2.13 ac PROPERTY: 92,749 SQ FT 2.13 ac _ �- PROPERTY WETLANDS: 6,229.2 SF PROPERTY WETLANDS: 6,229.2 SF BUILDABLE LAND: 86,519.8 SF BUILDABLE LAND: 86,519.8 SF _ \ HOUSE: 2533.9 SF 2.93% EXISTING HOUSE: 2533.9 SF 2.93% " FLPG - P PdGE-- ENC.ROOM: 306.2 SF 0.35% EXISTING ENC.ROOM: 306.2 SF 0.35% PORCH: 73.7 SF 0.08% EXISTING PORCH: 73.7 SF 0.08% - STOOP: 65.9 SF 0.07% EXISTING STOOP: 65.9 SF 0.07% O (2979.7) (3.43%) IV' m TOTAL: 2,979.7 SF 3.43 m [] 41 1 I I PROPOSED POOL HOUSE: 203.0 SF 0.23% 58 CY 39 CY --- --7- \ r 569 •Q ,'; ,' SURVEY BASED ON: 1M LAND SURVEYING LAST DATED: NOVEMBER 28.20 22 I! VV1 JJ �� PROPOSED POOL: 512.0 SF 0.59% 175 CY 64 CY 1 \♦t\ � w • . ��•'. •tl �I (ELEVATIONS BATED ON 1988 NAVD) PERIMETER TRFNCH PROPOSED PARTIALLY ELEVATED D^AIN AROUNr)PATIO, ( 1 1 1�' •/ A A, T I MASONRY PATIO: 4345 SF 5.02% - 102 CY O PIPED INTO UR1'G/ELL F � (5059.7 SF) (5.84%) RMAN I 1 IJ HC RY S1wE /• PROPO'1rf)4'HIGH POOL / �_[`a I •1�' \ '. '.1 '. , i - FENCE NCLOSURE FENS / + ♦ ,° XY•: ~1: • � •` 1 OSFD zltj�41L;1�1V`�"CE + + N , 1 ; 'I I , TOTAL: 8039.4 SF 9.29% 233 CY 205 CY yT ONE WALL P�� nY`S% Y� _'4�X8'0.D. ,� + I 1-;o I ) •1 W .- .,/'r.; .-.-_�G :f'°`�.?.'�,POOL- �o �.t M • 'j � A W {� ___ + -�•. -_--24(7 E9UIP. I I G I\ ''~• t• •CC IL• .I - j O I ` SURVEY BASED ON: JM LAND SURVEYING LAST DATED: NOVEMBER 28,2022 • �„ -. + � l - �___ r t "_ ' •'•7J I' .•1• J, O A (ELEVATIONS BATED ON 1988 NAVD) • + �!/�_( - , I PROPOSED -�0.0'..{ Ian tt- ,I I 1 1 O ♦YJALL -6- - _ ___ r ` .� _-�� D^AI NAGE DFRC=,'BY ^POQL HOUSE `r - -�-I / PROPOSED P HOUSE TO BE CONNECTEDoo / THOM4S O'Pk)'I FR P F - ��,� - {-_ l TO EXISTING SEPrICSYSTEM(SEE ENGMEERING 'Cvj' .�♦ I / / \ \,0 `.4�E / PLAN BY THOMAS O'DVN R,R2.FOR DETAILS)- I• 1- I t•1 / - ELECTRIE_ _ ,I,- ; \ I .DRA11♦1 >''`Y.-� _ \ - �,.� , illl , f ; I11 , ,� ,: .I :,.: I EXISTING ♦ DC+./ �P(u)I,. , , - -I'r, R! I Li L1.1\V4" .✓' i _ I PROPOSED 1 �� ♦ / \\ I ♦�y,a��IDLX/ jR I�I ��i�'-,i,� ��, O PROPOSED 0 I Y J PERVIOUS SHELL r / I 34:0 PERGOLA 1�'t ' , , •. O ♦ I ( �.� `_ DW� - f �y � ', I .1 I O S 2� 0® -' DRIVEWAY ' •\�.� , , ��`P / , . t . I NYSDEC ADJACENT AREA: SCTM: 1000 - 123 - 04 - 11 NYSDEC ADJACENT AREA: SCTM: 1000 - 123 - 04 - 11 EX.GENERATOR ON CONCRETE SLAB c DFs;, 1 1 ♦♦ ��'_ � i-. 1 I /w J 777111�' ! .' (. , . J'•. I I ♦ - / ,"; °' /• I'' I /• '---11 DESCRIPTION: AREA LOT% DESCRIPTION: AREA LOT% EXCAVATION FILL ♦_ I / \ 1 i PROPOSFD'NEW WALKWAYS ' i /N�o I \ _ \ 4 I .I 1. �- I EXISTING WALKWAY -,i' PFOPOS°D I I / 00 O •/ l0 I., 1 I TO BE REMOVED ♦ \ \ 0 1 PROPERTY: 92.749 SQ FT 2.13 ac PROPERTY: 92,749 SQ FT 2.13 ac \ i corAcaem n 1G'X31 POr_,L 1 I I a Q O z STOA'E CURB -- _`` \\ \\ , ' SCONE CVFRING S t I� T aF LE q\ - . I .I . .i. i I PROPERTY WETLANDS: 6,229.2 SF PROPERTY WETLANDS: 6.229.2 SF Z. 0 C p PERVIOUS - ' - -- ` - _ _ \ \ t \ I 1\ L 21,496 SF L 21,496 SIF US SHELL DR1V \♦ , \ i' f(0 v L I LOT AREA>300 FEET /r }y •l 3 J 1 FROM WETLANDS: LOT AREA>300 FEET FROM WETLANDS: STOA=CURBIfaC; �,- n �/ j'♦ ♦ PROPOSED 4,345 TF-., - )V Lu .Dl. 7S T' tl• II, I• // / ADJACENT AREA: 65,023 SF ADJACENT AREA: 65,023 SF PARTIALLY ELEVATED / \ 'i MASONRY PATIO - - �'L, --/ ) /. •� // - -_ 1� II EXISTING I6 }I O CC ___`- - -Z- - -- / FX STONE S:JAI I: I-ST Fx'n '. / _ CIE,..aI w _a IS) , ---- pR IN t $, TooP HOUSE occ 1 f IF I /. I O \ 1�.{u 'i 'J EXISTING HOUSE: 2533.9 SF 3.90% EXISTING HOUSE: 2533.9 SF 3.90% n , L.U `' I / - 1 ,�y .',/ F„Ihxa' •, • , -/, I• I KJ EXISTING ENC.ROOM: 306.2 SF 0.47% EXISTING ENC.ROOM: 306.2 SF 0.47°/6 - - 44jELECTRIC _-_ _ . I 1 r t - - / ` 1 FIRE^Ir �i. / •F i O UTILITY _ PROPOs J"�IIT EXISTING PORCH: 73.7 SF 0.11 /o EXISTING PORCH: 73.7 SF 0.11 /w PERVIOUS SHELLDRIVEWAY EXISTINGENCLOSED 1 , �B /N KIT HE 1 S �' FENCE� E6 ED_C OF FGOPOSED.LE - ♦ \ , ♦ 1 V / ROOM Y / , PA71(2(SnRTIAL Si;CTIO\', '! I. FAO p0 ♦ , ♦ ��.. �'�,-''''� :..� J• 1 M ^'• EXISTING STOOP: 65.9 SF 0.10% EXISTING STOOP: 65.9 SF 0.10% " ♦ ♦ /' ♦♦ I, �,C I"J\2 PROPCYED 3'X3'FOOT SHO\XTR F J V V YYY �O _ �Y tO C / P'RAINAC ONNECTFD TO ' / J / ro EXISTING NORTH WALKWAY: EXISTING NORTH WALKWAY: 207 SF 0.321% 1\ i ♦ - EXISTING PATIO /' / 1'`• 207 SF 0.32% " ♦ I' , PERIM FR TRFNC�L�DIAIW 'i '/ , (TO REMAIN) ('�. 3s� O \ ♦`� �1 ♦ ( / TO BE REMO'61 / AROUP�ATIO / •< .//•. -�// O 1'�. ��/) ♦ PROPOSED WALKWAY, '. .0 PROPOSER 4'HIGIi POOL ENC )..o.E / /' 202 SF 0.31 �• VV I ♦ �' PARTIALLY IN PLACE '� / EXISTING SOUTH WALKWAY: I ♦ ♦♦� t\ NIA--'>IG PA EXISTING PATIO FEN:E OVJ OUl i R EDGE 01`+! O3EO - '`'/' ,/: /j• /// (TO REMOVE) E,,S I L•., - d 00 pnno(si I PArTr, s ILGr:' PROPOSED POOL HOUSE: 203.0 SF 0.31% 58 CY 39 CY O ♦♦ , C Tg9E REMOVEgs \ / �' �. EXISTING SOUTH PATIO: M _ _ SEPTIC SYSTEM - p T PROPOSED 4'X 101'. `�) 663 SF 1.02% PROPOSED POOL: 512.0 SF 0.78% 175 CY 64 CY / ♦ ♦ /- O`A •/ /• TO REMOVE) eI ,' I �'♦ NATURAL_ ♦ LC�CATiC.. cA E /•. ♦ ♦ S<S-0.E,c\ (WOOD CHIPS,'GRAVEL.Etc) r- ` J / I �S Je \\X/ �'' _ /' EXISTING WEST PATIO: / t05 p5� - .. y I o Ir 70 SF 0.11% O REMOVE ' \ ♦ ➢ `\\,�\/ �N.\ ,\' / ., / i C C PROPOSED PARTIALLY ELEVATED 4345 SF 6.68% 102 CY v _ IO�-`E/� / H •./• - --d, ®L L MASONRY PATIO: _7 - ' '/ oS / / 'J PROPOSED STONE WALK: 303 SF 0.46% [ 1 TOTAL: 4121.7 SF 6.34% YV ARMO - - / �:, :\ i SURVEY BASED ON: JM LAND SURVEYING LAST DATED: NOVEMBER 28,2022 TOTAL: 9549.7 SF 13.14% 233 CY 205 CY Np / :• /, A pU ♦\ /, {\ /, i /, (ELEVATIONS BASED ON 1988 NAVD) **205 CY OF FILL TO BE USED FROM THE 233 CY OF EXCAVATION ON SITE F--a 233 CY-205 CY=28 CY REMAINING \ ♦ - ,• i - , N 4' 28 CY REMAINING TO BE SHIPPED OFFTITE O C J"8Q 1 `♦, •.r -� i',. - ,y• _ i�,'' ��% O� SURVEY BASED ON: 1M LAND SURVEYING LAST DATED: NOVEMBER 28,2022 T q / / "F 'C�� • �`r I •/ , - .\. i '//l `^ (ELEVATIONS BASED ON 1988 NAVD) W O SITE PLAN-PROPOSED = �� • o� p x 11 1 11 W SCALE: 1 = 30 -0 r,TtD 18'-0' -4 P'S D`L` r° "" '- Three pine trees to be selectively removed MAX.MAx C.t°` W N P Y W from proposed construction area and Q replanted elsewhere on property more than GRADE ,� Q 100 feet from wetlands _ '�� Li W 15 d- _ -- r ( f /� f 6"MIN. rq M S U Depth ��0 X m m STORM WATER MANAGEMENT DETAILS 0 PERSPECTIVE VIEW ° 100%RUNOFF AT DRYWELL DRYWELL 1 I Mixed Sand 4 Loam o - X Q_ U LOCATION: SF AREA:2"RAIN PER HOUR PROVIDE: CAPACITY: O ELp PROPOSED POOL HOUSE: 457.8 SF 77 CF S'dia.X 2 VF 77 CF Pale Brown Fine Sand 0_ Z u- PROPOSED POOL: 348 SF B'dia.X 4VF 169 CF (5P) M V (^ PROPOSED PATIO:4355.5 SF 728 CF 8'dia.X 18 VF 728 CF I 36" MINIMUM 2 x 2 0 0 TOTAL: 974CF 4,1 Water in Pale Brown , 9- TOTAL: (4)8'dia.X6' 1014CF Fine Sand (SP) FENCE POST s m SINGLE BEAD HALF ROUND GUTTER • II STANDARD 5" 1 Water in Cara ish Brown NOES: Sandu Cla(,� rCL� WOVEN WIRE FENCE I).:XECUTION: / / J J 1).O NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. / (6 x 6 10/1 O W W F) 01 2).'REPARATION: /11 / Water in Brown Bog ( t) Z_ 14 u, 1).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. `� C14 3).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR Y� FILTER CLOTH 0/ ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECTCONOTIONS. Hwater in B1 �wn Clayey _ 1.PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR (1 METALS WITH PROTECTIVE BACKING PAINT. O "- 3.H IALLATION: 121 Q Sand (SC) S F),PERFORM WORK IN ACCORDANCE WITH COA HANDBOOK AND THE DRAWINGS. �OP 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2'FOR EVERY 40'OF REIN. 2),SHEET TO JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND B).ALUMINUM:RIVET ET AND CAULK WITH A BUTYL SEALANT SLIP JOINT I _ -_- - - -- ---- -- --- -- - - - -- \ CONSECTEDOWNSPOUTSTO STORM SEAL Fi Sand (SP)Brown GRApF _ Water in Pale B Ida 3). BT ne an E - .,- _ - •; ._ j_.;'` - - CONNECTION WATERTIGHT. FILTEREMBED DRYWELLSTOBE 10'MIN. 4).RROTECfION: MIN. TO GROUND _ i, AWAY FROM HOUSE PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. 1,�1L '^/ Z - - TOUCH-UP REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL Test Hole 1� ✓ COMPLETION. - es o e y Mr-Dona ego o " P� 1 B a d C c �- �; Test Hole Geoscience on 11/1/ 1 NOTE: d iik MAXIMUM DRAINAGE AREA I ' - POOL FENCE BY OTHERS / ACRE / 100 LINEAR FEET 1 'i INSTALLER TO COORDINATE 1 2 POST LOCATIONS ANDrI- ,48" ANCHORAGE WITH THE I� •L GENERALCONTRACTORANDCONCRE - - ,, PRIORTT CONSTRUCTION SECTION DETAIL PnTIOr u -- - � PRIOR TO CONSTRUCTION GPnnf � 11 i 8a e " PAVERS/STONE TO BE INSTALLED OVER _ o 11 I 4'(m .)CONCRETE SUB - 4 12• MONOLITHIC FOOTING REINFORCE./6X610/10 WMM POOL BY OTHERS °n - (2)CONTINUOUS BARS _., •(� L I I�I " � SILT FENCE DETAILS v, APRO%IMATELY 60 CY OF EXCAVATED ON-SITE MONOLITHIC FOOTING WALL SWIMMING POOL SHALL BE COMPLETELY ENCLOSED BY A PERMANENT BARRIER MATERIAL TC BE USED TO ACHIEVE PROPOSED (FOR FENCE POSTS AND RFTAINAGE BARRIER TO COMPLY WITH SECTIONS R32"21-R326 4.2 6 NYS RESIDENTIAL PATIO ELEVATION ON SEAWARD SIDE.NOT TO CODE ENCROACHWITHIN IOW OF TOP OF BARRIER TO BE MIN.48-ABOVE GRADE. THE WETLAND BOUNDRY VERTICAL CLEARANCE TO NOT BE GREATER THAN 21NCHES HORIZONTAL CLEARANCE TO NOT BE GREATER THAN 13/4 INCHES. AL l GATES TO BE SELF-CLOSING AND SWING OUTWARD,AWAY FROM THE POOL. ALL GATES SHALL BE SELFLATCHING WITH THE LATCH HANDLE LOCATED WITHIN THE ENCLOSURE AND AT LEAST 40 INCHES ABOVE GRADE.THE LATCH HANDLE FENCE SECTION NE HEELOCATTENORTHEBABELOW IERSHAE AVEANOP Of OPENING NE HERTHE NCH WI NOR THEANYODENINGGBEATER PROPOSED 4'HIGH POOL ENCLOSURE FENCE ON MONOLITHIC WALL/FOOTING THAN 1/2 INCH WITHIN 1B INCHES OF THE LATCH HANDLE ALL GATES SHALL BE SECURELY LOCKED WITH A KEY.COMBINATION OR CHILD. OUTER EDGE OF PROPOSED PATIO TO BE INSTALLED AROUND TT I II PROOF LOCK SUFFICIENT TO PREVENT ACCESS TO THE SWIMMING POOL SCALE: 1/8 = 1 -0 THROUGH SUCH GATE WHEN THE SWIMMING POOL IS NOT IN USE OR (SEE PARTIAL SECTION) PERIMETER TO SECURE POOL '�0 SUPERVISED. BARRIER REQUIRED BY CODE 6 ' i s h NOT TO ENCROACH WITHIN :" �, t � PATIO O EL 8.3 i! � 100'OF THE WETLAND BOUNDRY I . DRIVEWAY - __. `' �'- y B ^{f 4L I�t EL EL EL - E L z 't.. ��:T�� g {i,P � DRAWN: MH/MS 8 8 yt �` E L 1 Icrt uSa ' SCALE' �t . 8 7 6 E L EL E L PROP. . , �` I '� � JOB 7/25/2023 5 4 EL LINE E �� a �� SHEET NUMBER: APROXIMATELY 102 CY OF EXCAVATED ON 3 2 R .- ter• MATERIAL TO BE USED TO ACHIEVE PROPOSED PATIO ELEVATION PARTIAL SITE SECTION S-1 SCALE: NTS REVISIONS: oor T L W i O PROPOSED WEST ELEVATION W SCALE: 1/4" = 1'-0" Q O O a O a 0 u W W W � w � o W a � PROPOSED SOUTH ELEVATION W o � SCALE: 1/4" = 1'-0" - - - - - - - - - - - - - - - - - x O � — — Q O �t N 0 m 0 m r 0 dl m � QUj m 0 2 az - u � L y -J f6 3 s _ PROPOSED EAST ELEVATION °- SCALE: 1/4" = 1'-0" w - d IL O N �4 �► N U 'Q NO RTH ORTH ELEVATION 1t — ' n :�' ��- �yr� �� DRAWN: MH/MS r�f � P. SCALE: SCALE: 1/4 - 1 -0 '' JOB#: 7/25/2023 SHEET NUMBER: A- i REVISIONS: A A 4'-011 24'-0'F fflt��." 11'-0" loll 6'-11'/2" 4'-2" _211 2'-9" 10'-011 24'-0" 10'-0" j ]N-v 1 On ACW2034 AAN3020 AAN3020 AAN3020 AA I-- ----------------------------------------------------------------------- I ; (3)2X8 HDR (3)2 8 HDR (3)2X8 HDR (3)2X8 HDR (3)2X8 HDR I O a v• ° a v °, JA o aLINEN cV - 4";Z T_FOR-------------------------------------------------- DEPTH TO BE V PIERS FOR COLUMNSTOP OF FIONISH ' TO BE DESIGNEDu TO MATCH T BY P.E. - °° M a FINISHED FLOOR 4 o HALF _ _ 0Ln 2X8 PJ (824"OC 60 V O OUTDOOR BATH N x �_ - - - - - _ — _ — N SHOWER N 00 POOL HOUSE M Q �„ CATHEDRAL CEILING _ I I i Q W _ I - — 0T I I °L m 3-1/2X3-1/2 PARALLAM ` e - — _ v - — - — � � � d /� m O u1 - 4"CONCRETE SLAB,REINFORCE w/10/10 6X6 WMM COLUMN (rYP) U Q d 1 d OVER COMPACTED CLEAN FILL,95%RELATIVE DENSITY / `li ASTM D-689.COMPACTION TEST AS NECESSARY N rn 6f_p�l I = °° I I I I 0Ln O I \ x _ ...... _ _ N _ — _ — _ N r N ' I ♦ M Q Q 1 ^ I D I ILn - — - — - — - — - — - ' - - ' C R ' I 1 '° ----------------------------------------- -------'----------' I ' E:' ; ----__ (3)1-3/4X9�1/2 ML HDR _ '-----' I p I I I (3 2X10 GI DER - I O I l FWG120JII-4 SAASI I I I I 1 `- -----'----------'---------------------------'------------'----- 20 AB VE I I I I I I I I I loe 241-0 n 1 1 ° 1 1 I I 2X2 SLITS a 244C I I I I I I N o 0^ -1 I 1 ` , I I I 1 1 1 I I I I , -11 FOUNDATION AND SEPTIC SYSTEM00 i 1 100 I ( 1 1 1 1 1 1 ( 1 1 1 I ( TO BE DESIGNED BY P.E. CLAY/BOG SOIL CONDITIONS)VIF ry rT, I I I I I I I I I I I I I I I I I 1'-O" SOIL TEST AS REQUIRED BY ENGINEER 1'-O" F+-i w,6C'2 FIG 6 ACQ POST I I I I I I 0 /��/ ' ----- O Elk - r- - -r - -T - -1 ( �P) 1 I I I I I ' P ,1 (3)2X1 GIRDER 1— - - -r - -� _ I..J1 — - — (3 2X10 GI DER •�R 1F�{� -1 I , I 12'-0" I , I 1 , 12,-0" I •-- -- -- - h-�1 10'-6° 0 22'-0" III-Oil 1'-0" 6" 6" `O 24'-0" 201 10 <( A U A � PROPOSED FOUNDATION PLAN W SCALE: 1/4" = 1'-0" PROPOSED FLOOR PLAN ° SCALE: 1/4" = 1'-0" Q Q w A z O a . � A H (3)1-3/4X14 ML RIDGE W cV i-3/4Xi1-7/8MLRIDGE - - - - - - - - - - - - - - - - - - 16 I--i - OH Q +loR 12 - - - - - - - - - - - - R�l60 10 v0 N C 12 0 - — - — - — - — - — - - Al CC) 10 In 0 0 r U x - - - - - - x -� 2X6 FLAT CLG U 2X2 SLATS @24"OC - - - - - - - - - — - — - `� M In E Q) n. 2X8 PJ @24"OC +1 (3)2X10 LL GIRDER O (3)1-3/4X14 ML RIDGE (ALT.:(2)16"ML) - — - — - — - — - — - - m 2X6 STUD WALL j� Z U a[ (BOX IN) k 1/2"SHEATHING U to 18"R&RREDCEDAR - - - - - - - - - - - - 0 12X12 FG (MATCH HOUSE) - w V t, COLUMN - Q p 2 U PROPOSED 4'HIGH POOL ENCLOSURE , , ;6 U r m 2X6 ACQ SILL PLT. JP +!� ! - — - — - — - — - — - - SILL SEAL,TERMITE (o� °° �! 4) 6X6 AC SHIELD,5/8"ANCHOR POST BOLTS w/3X3 WASHER ti}�� X Lql� ry r - — - — _ — _ — _ - Q) E r7AT 72"OC L`1, 10 2X10 RR C°?16"OC FJ N 0 LU 9 PATIO(TYP) ' ' TILE EXPANSION m FLOOR I L_ JOINT P) - - -- - - „ ` a - _ 5/06 CEDAR a. • o° o° 4"CONCRETE SLAB,REINFORCE w/10/10 6X6 WMM CAP a °''e e, OVER COMPACTED CLEAN FILL,95%RELATIVE DENSITY EX.GRADE EL.7.0 OH IX3 CEDAR ASTM D-689.COMPACTION TEST AS NECESSARY ••� w 1 I I I I TRIM POOL BY OTHERS °' ° O ' ' ' ' ' ' ' ' ' ' ' W , �l , 0�,. .��,• FOUNDATION AND SEPTIC SYSTEM o. k° • I I ( I I I I I ( I I I I 1 I I 1 I U TO BE DESIGNED BY P.E. • 1 (CLAY/BOG SOIL CONDITIONS)VIF 4X4 ACQ POST SOIL TEST AS REQUIRED BY ENGINEER I 2X4 HOR. I I I I I I I I I I I I I I I I I I N 7-0" BRACING 1X6 TG&VJ CEDAR SDG. CROSS SECTION A tx SCALE: 1/4" = 1'-0" I I I I I I I I I I I I I I I I I I BENCH 1X4 CEDAR TRIM 2X4 N @16"OC STONE - SURFACE DRAIN :�.. s.. .r.. .r..� ROOF PLAN , SCALE: 1/4" = 1'-0" CONNECT TO _ DRYWELL AS REQUIRED BY 4'dia �.9 ��• � i SCHDS ADS PIPE z 6 i i DRAWN: MH/MS ��, � ' SCALE: CROSS SECTION -+ '*_M.. r-,. JOB#: SCALE: 1/2" = 1'-0" 7/25/2023 SHEET NUMBER: A-2 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° ° ENDWALL RAFTER WALL STUD ° CRIPPLE STUD p BOTTOM PLATE p RIDGE BATHTUB HEADER LEDGER ° DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4%12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 o. STRAP APPLY OVER RIDGE TO EACH RAFTER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / g 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC W WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND O LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF 0 RIM BOARD CHIMNEY VENTILATION CHANNEL RAFTER AS REQUIRED SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN O ' I t 1 _ t VENTILATION a SIDEWALL FLASHING WOOD JOIST FOUNDATION TOP PLATE BLOCKING ' - - - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING W STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA O BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AR4OF FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA GUTTER O 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. ONTIN. SCREENED VENT RESISTANT METAL MESH WITH MESH SHALL BE COVERED WITH CORROSION- l tCONTIN. SOFFIT / EXT. PLYWOODON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. h••� INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4%30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / AC TION 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS CONNECT TO 14" - 16" LSTA36 1-1/4"x36' 18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL � e, � rr �� `../ ROOFING LAPS BASE ' FLASHING 4 INCHES l ' ` F-•i RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME W EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST F-•-I Q W a 3 TOP PLATE ll GIRDER/HEADER SIDE WALL FLASHING 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST W AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION RAFTERS AND RAKES -- PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE, FIR 2 HIGHER THAN LVL HEADERS O 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE LE, SE R JOISTS APROX. 1/ CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD N 0 DBL. SILL PLATE O TERMITE SHIELD SUB FLOOR m '¢ � 0 SILL GASKET WOOD JOISTS m \ / ' NEOPRENE f 0 t(1 nl E Q) CONC. SLAB GASKET -�� ' / 2x6 /2x8 CONTINUOUS WOOD PLATE m m NQ 0 r TYP. CONC. FOUNDATION ( 6 MIL. POLY - V ' �' + _C DAMPPROOF EXTERIOR GRANULAR FILL ° I BOLTED TO STEEL BEAM WITH - X D_ U 6MIL POLY ON EXTERIOR �' ' to 0 r V s STEEL COLUMN �` 1/2 " DIA. BOLTS ® 48" o.c. STAG. (j Z 1L a A ROOF JACK \ �`� 'm Q�l CONC. SLAB `. ' 0 r. \� I \\ " " STEEL BEAM 0 91 It _ Q c a A ANCHOR BOLT EMBEDMENT: . db : .� U ° COMPACT FILL ° ^ POURED CONCRETE: 7" `� I 4" x 1/4" x 8" STEEL r I TOP AND BOTTOM PLATE m i p sD c BLOCK WALL: 15" �° ROOFING LAPS � V ° e e " FLASHING AT U _ N KEYWAY FOOTING c /c d WITH 1/2" x 6" ANCHOR BOLT n �'� ^ CONC. FTG. ON p Q p C c' SIDES AND TOP ° JSE WITH 3x3 SQUARE WASHERS `� 1/2" GROUT zl� o ; o h ° • 4 ANCHOR BOLT CONNECTION (USP LB PS58 OR B P583) .� cQ cli Q Q) p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT 3" STEEL COLUMN 0 LLl 9 DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) (L SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 S10RY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL N TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING loll WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION Q SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL N r SUBFLOOR d CONC. SLAB I I DOOR FRAME 40 6X6 10/10 WWM GARAGE JOIST "V COMPACT FILL DOOR I �— N USE 2X8 STEEL B EAM FOR B LOC KOUT We ' ` 4" SLAB ! �. W/ 6X6 WMM I I SLOPE _ P.T. PLATE 4"DRIVEWAY —I� NOTCH JOIST AND ADJUST HEIGHT U ' 1/2"' AIR SPACE �`� < < e av A (WITH A NAILING PLATE IF NEEDED) N AT END AND .a '7 1 2" _ p e ea e d` 4 e e o e , , .e n TO BE APROX. 1/2" OR HIGHER THAN GRADE ° ES OF WOOD �`A p I p' D (PROVIDET W F R SHRINKAGEff ;:=--q--=--��--=--� �, BEAMS - -�- I a a " " eSTEEL BEAM TO ALLOW 0 S ,C- a 4 ° -� ° Q ° - 4e • e STRAPPING TO KEEP JOISTS ALIGNED) ,Q 6X6 W.W.M. .r — s — — — .. �, a —ail a c' D o II_II IIL—II II 12 ° �,D n /�'i r NOTCH BEAM FOR MUCSILL IF REQUIRED -- MAXIMUM -I�I YiIII ,----SUB FLOOR MIN. �'A a _ a _ •s 4 REINFORCING BAR p. NOTCH EQUALS 1/4 DEPTH OF BEAM ��I aD a�v �^ D° IOIST i REINFORCING BAR v e i-_ d e' III- � DRAIN TILE �f ►I a p e SHEET METAL / 30# FELT UNDER BEAM AT POINT III C�'A �e �e ° I P v STEEL BEAM 12" OF CONTACT WITH CONCRETE OR CONC. BLOCK _iTi=iii=ifl-iii=Tj=ii- im ►' c• d 3" PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. e n SHIMS TO LEVEL BEAM +$. � REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. n *• / 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT ! .-0. DRAWN: MH MS SCALE. BEAM POCKET JOB#: �tlk } 5 y5 7/25/2023 SHEET NUMBER: Z A- 3 REVISIONS: 2X2 PURLINS 2' OC (TY) PERGOLA JOIST ' 10 ADJUST AS REQUIRED ; . ' :: .. , , •. :; , . .. . : . . •. ; ', . , •. •, . ,. .. . : '. . .; . '. . '. •' . ' • ' . ', •• � GIRDER . . • . : . . . . : : ; , ;, ., : ' ; WRAP GIRDER w/ FIBERGLASS COLUMN SHOWER HEAD 1 X VINYL TRIM (w/ 6X6 ACQ POST) ; SIMPSON ALTERNATIVE: ' - HEATER GIRDER-POST WRAP POST w/ I BUILDING FAUCET VINYL TRIM WITH CAP 6X6 POST 61_411 BASE AND CAP W TRIM (TYPICAL) FOOT TAP p SERVICE ' : 0 O ' PAVER STONE p BO.X-.4' . Pumps :: 0 O 4X4'ACQ CONCRETE. FILTER ' . •' �• 'SLAB ; •• ; , ; • ; . ; •: . POST (TYP) cn I XI 2X4 FRAMING CANE ` p BOLT 6X6 GIRDER POST \ SIMPSON • BASE PLATE FLOOR PLAN- OUTDOOR SHOWER 6X6 POST TO BEAM W POST CONNECTOR 5/8" dia. W ANCHOR BOLT W o CONCRETE Q Q 3 EQUIPMENT LAYOUT TOP VIEW PIER BY OTHERS p a U h PERGOLA a W N 0 © ID N 0 5/4X6 CEDAR m o CAP - - FLOOR PLAN x � s U 1X3 CEDAR o ►n mQj TRIM m o POOL EQUIPMENT ELEVATION L o co co i( z " d) ►I _v co 4X4 ACQ POST z 9- m r 2X4 HOR. I ' N ��_On N C l BRACING 1 X6 TG&VJ 5/4X6 CAPPING CEDAR SDG. BENCH GATE HINGE 1X4 CEDAR Q 1'-6" 2X4 TRIM U _ @16"O11 STONE _ FRONT ELEVATION- IDRAIN SURFACE1h46 Q a s• GATE LATCH • 1X4/5/4X4 N SCREENING >.� •a CONC. SLAB a a�D OVER D a , ° COMPACTED a . ° � °a STONE BASE o •a v CONNECT TO DRYWELL AS cu 0 4" is o 3 0 REQUIRED BY �[ d ADS PIPE .,f SCHDS a, 8" DIAP) Qo p CONC. D. a PIER •D •D Q° d' CROSS SECTION a m DRAWN: MH/MS SCREENING ELEVATION :� M� ��;�f � SCALE: SIDE ELEVATION I � JOB#: 7/25/2023 �.; SHEET NUMBER: A-4 REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMO RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA (UNIFORM CODE intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TOE-NAIL ) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMO JOIST AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES g y p g g p p FRAMING ELEMENTS State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF) R301.5 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL UNINHABITABLE ATTICS DESIGN DEAD LOAD(PSF) R301LIGHT FRAME)WOOD ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 1801.7 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (NO STORAGE)GE) 20 EXTERIOR 10 EXTERIOR(LIGHT FRAME) STEEL WALLS 14 15 AFTERS GREATER THAN 3:12 PITCH U180 ( ( NO FINISHED CEILING) 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR (LIGHT FRAME) STEEL WALLS 5 FLOORS L/360 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS (8"THICK) 80 CEILINGS (PLATER, STUCCO) L/360 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE FIRE ESCAPES 40 CONCRETE WALLS (6"THICK) 85 CEILINGS (GYPSUM) L/240 GUARDS AND HANDRAILS 20o accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 2000lbs EXTERIOR WALLS (PLASTER,STUCCO) H/360 (DO NOT SCALE DRAWINGS). 2 - 16d COMMON PASSANGER VEHICLES 50 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL EXTERIOR WALLS (BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) L/600 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 construction means,methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES ROOF GROUND SNOW LOAD 20 w precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMO PER FACE NAIL O anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4 - 16d COMMON JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE x 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS:applicable codes. exterior sear was w a minimum o woo structuralpane on e ex STUD TO 24" FACE or exceeds manufacture's specifications and a Type I ihllith inif 7/16 inch d l the 2 - 16d COMMO EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Q NAIL O.C.attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD FIRE PROTECTION Sym.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS IS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. a Such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMO PER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION Q 8). Wind load requirements shall be taken into account during construction. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 w FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO. PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA O length adjustment factors in table 3.16. FLOOR JOIST, BAND JOIST, 2 - 16d COMMO FOOT SEE NOTE: 1,2 a END JOIST OR BLOCKING 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7 . INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOR F RAM I N G: LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS a Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. 4 - 8d COMMON QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 17 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached .c existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE `i . Unless otherwise noted, all slabs on grade to be 3000 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O. . 8d COMMON 6" O.C. SEE NOTES: 1,3 g p• TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 BOTH FIELDS 1._4 to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO- 3 - 16d COMMO EACH TOE INTERIOR ZONE 8d COMMON @ 6" O. 8d COMMON @ 12" O.C. ( ) anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD 44 6 maximum lifts (layers). p p g along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMO JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES O DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE Q Q 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END w p 3 - 16d COMMO the below grade portion of exterior walls prior to backfillin All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAIL x g p p g 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. o W U 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMO ►-i-� Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 Q into concrete with a minimum 1/2" dia x 7" Ion anchor bolt with washers and nuts. ROOF H EATH N 2). Tabulated 12 inch o.c. nail spacingassumes sheathingattached to rafter/truss framingmembers with G>0.49. a o F-I FRAMING NOTES g For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. W N 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL w Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For Q below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd I AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: d' Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES N 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD O otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. 4 EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. m Q o GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD m u 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTE: 3 ai WALLBOARD 10" x u Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. o t) m E al openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: s openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7)• All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES O - o o tL openings between 4'1 and 6'0 and 2x6 wall openings between 5'll and 8'9. Provide fire NAIL NAIL u- to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Z and blocking where applicable. - QTY. SPACING ►n 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 . For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall pC `t U 5i . All flush beams/headers to be installed with heavyduty alvinized hangers and 8d COMMO ) g g q o .,t u Y g g PANELS WFCM - SBC anchors where applicable to all connecting joists. p (ton PLUMBING NOTES 7/16" OSB 6d COMMO 3" O.C. EDGE be used. U (5). Double u floor joists under walls that run parallel to the floor joist and under bathtub s. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with 01 � _ P ) p 1 PP Y� g g P m �, .- Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. �t to -0 p p p y 5d COOLERS on plans. WALLBOARD 10 O.0 . FIELD w D 2 Verify septic stem with the Engineer for Suffolk Count Health Department approval. 1 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. N i'). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r ) Y p Y g y p pp FLOOR SHEATHING.- other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTION 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 1). PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. N state code and manufacture's recommendation for maximum hole size and spacing permitted. O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. lU (5.7 SQ. FT.2ND. FLOOR) where applicable unless otherwise noted. STRUCTURAL PANELS 6" � HVAC SYSTEM NOTES 1" OR LESS 8d COMMON12" O.C. FIELD 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF NYS Residential Code R302.11 -FIREBLOCKING REQUIRED �, V under all bearing wal's. O 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 110). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2 HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. '* ). y y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fiireblocked at intervals not exceeding 10 11,4 111). Unless otherwiSE noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral gor gglass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathinggrade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3 g p�'�^' Y p 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 12 Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. p r t ELECTRICAL N O?ES: shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doublEd, or alternate connectors, 3). In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over Subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing s continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. members,the tabulated number of nails shall be permitted too have regular 1/2"sheetrock. All walls to be taped and finished. 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S. Residential Code.3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or \ ' approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 ,, and R315 of IRC. .. ° torch down type material over. ►.{# q • ' ►.vk ,. cot '16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G ` DRAWN: MH/MS be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP : SCALE: AND BASES.USE WITH FLASHING CAPS TO � JOB#: COVER TOP '�`• � � Y ~ws 7/25/2023 SHEET NUMBER: A-5