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HomeMy WebLinkAbout52209-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52209 Date: 08/22/2025 Permission is hereby granted to: 225 Williamsburg Dr LLC c/o Law Office David Jannuzzi Mattituck, NY 11952 To: demolish an existing dwelling and to construct a new single-family dwelling as applied for per DEC Non-Jurisdiction letter, SCHD&Trustees approvals. Premises Located at: 145 Williamsberg Rd, Southold, NY 11971 SCTM# 78.-5-13 Pursuant to application dated 12/20/2024 and approved by the Building Inspector. To expire on 08/22/2027. Contractors: Required Inspections: Fees• Single Family Dwelling-NEW $1,992.50 DEMOLITION $556.80 CO-RESIDENTIAL $100.00 Total S2,649.30 V; uilding Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT " Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1502 Fax (631)765-9502 htt s: v w . ou h ldto nil . Date Received APPLICATION FOR BUILDING PERMIT' 0 {a For Office Use Only Building In aecton PERMlT NO. D EC 2 0 2024, Applications and forms must be filled out In their entirety.Incomplete applications will not be accepted.. Where the Applicant Is not the owner,an _ owner's Authorization form(Page )shall be completed. Date: '-1 , 4 a OWNER(S)OF PROPERTY: r Name: 6 1 i, `� 1C t ` TFS�CTM#1000- 163 ._ 3 Project Address: Phone#t O Email: Mailing l Address- CONTACT PERSON: Name: Mailing Address: I l I, Phone##: Email: �¢ - DESIGN PROFESSIONAL INFORMATION: / Name: r( h � l Mailing Address: Phone#:�' .�� — q&)! Email: r - l� CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION kNew Structure .Addition ❑Alteration ❑Repair Demolition Es ma d Cost of Project: ❑Cither Will the lot be re-graded? ��es o Will excess fill be removed from premises? Yes No 1 PROPERTY INFORMATION Existing use of property:,el Intended use of property: { Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? []Yes MNo IF YES, PROVIDE A COPY. ❑Check Box After 1 The owner/contractor/design professional is responsible for all drainage and stone water issues as provided by Chapter 236 of the Town Code APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in bullding(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. r Application Subini pri name): ❑Authorized Agent g t ner Signature of Ap [cant: Date: STATE OF NEW YORK) SS: COUNTY OF �U�ti ) i being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (5)he is the ' (Contract r,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this IA—day of .20 Z3 Notary Public WILLIAM C. GOGGIMS NOTARY PUBLIC-STATE OF NEW YORK PROPERTY OWNE THORIZATION No.02GO4963689 (Where the applicant is not the Owner) Qualified in Suffolk County My Commission Expires 03-12-2026 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Evan T.Steffens N a t i o n a I r Senior Supervisor Gas Customer Connections,NY December 23, 2024 William Toth 1003 Miller Farm Road Staunton, VA 24401 E-Mail: TOTHWIi vQMAIL.CCM National Grid WO#: T102648261 Service Address: 145 Williamsburg Drive Southold, NY 11971 To Whom it may concern, This Letter is to advise you that National Grid investigated your request and confirmed that the subject property does not have an active gas service line. By Law, excavators and contractors working in New York City and Nassau and Suffolk Counties must contact New York"811"at least 2 full business days, not including the day of contact, prior to digging by calling"811"or by using the website httgs://newvork- 811.coml. This confirmation letter of no active gas service line to the subject property does not relieve the excavator of contacting NY"811". If you have any further questions, kindly contact me at 833-359-0645. Respectfully, Evan T. Steffens "' Senior Supervisor Gas Customer Connections NY 1650[slip Ave,Brentwood NY 11717 T: 833-359-0645' evan.steffens'ii, nai rld,; r nt!ridlirudoroc , aaqna6 ryd.co,nra SEroil ° 7/7/2025 225 Williamsburg Drive LLC Service To: 145 Williamsburg Dr. 145 Williamsburg Dr. Southold NY 11971 Southold NY 11971 Customer Project#:900000216886 Dear 225 Williamsburg Drive LLC: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law(NYCRR Part 753)requires all contractors to call for a utility locate (NY 811)prior to performing any ground excavation or regrade activity.The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service, whether or not your home or business uses natural gas. If you have any questions regarding the above,please contact Building &Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Katherine Gianelli Building&Renovation Services PSEG-LI Glenn Goldsmith, President o Town Hall Annex A. Nicholas Krupski, Vice President " 54375 Route 25 P.O. Box 1179 Eric Sepenoski jr Southold, New York 11971 Liz Gillooly Peeples Telephone(631) 765-1892 Elizabeth Pee p �" Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 14, 2025 David Januzzi PO Box 1672 Mattituck, NY 11952 RE: 225 WILLIAMSBURG DRIVE, LLC 145 WILLIAMSBURG ROAD, SOUTHOLD SCTM#: 1000-78-5-13 Dear Mr. Januzzi: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, August 13, 2025: RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#10631 to reduce total square footage of proposed dwelling to 2,582.7 sq.ft.; gable over storage shed to be replaced with a shed roof; change storage area to an open porch; second-story gable relocated to right side of dwelling; construct hip roof on left side of dwelling to comply with sky plane regulations; construct two bE�y windows on first floor; and as depicted on the site plan prepared by Mark Schwartz 61. Associates, received on August 4, 2025, and stamped approved on August 13, 20215. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. rA tie a- IL Goldsmith, President' ' a� )f Trustees ' '' SITE DATA EmuL.R.mormn loon aHr a W oecnn�ora c uarca+a.ce r comas I--+ 0 rD 6L s A — f — — ,_ v — s — — — — — — — — — —_ — — _ NF16.WDEWRRL. NR,R�., � DREDGED CANAL " o RODRm... a S 25°16'10"W 101.00, 0 Ems - P, APPROVED BY WOOD &3 >L a RAMP abauaD:�P Lash 9RF.L'3:44.,8. BOARD OF 1 RUSTEES EEL6 �-- - �- 'OWN OF SOUTHOLD ElOODZONE x A1� 13 �aS D.ISI MOPOSED2m,HOUSE SKY PLANE(WEST) o jaj+ ------------ STORAGE d Z W Br _. � H ch nzow Y +` PERSPECTIVE VIEW ` x FLOOD ZONE n wxwuwt a.a s ice` AE EL 6 ° - ---.. . ate'• �.._—e_ 3m�eassDr� om C WILLIAMSBURG DRIVE F 15MADE GRAVEL - --. - SKIION DEEA0. SILT FENCE DETAILS L� ---.._v—«a.— s a —.®-- Q a—s—.-- —.—sue-: -- -- $s a a—— --—— _ --.--®. DUI uJ PROPOSED 517E PLAN .f E h 2 DRAW AUG -1 2025 CIE Board of Trttsl- S_1 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 10631 DATE: AUGUST 14,2024 ISSUED TO: 225 WILLI BURG DRIVE LLC c/o WILLLIA I TOTII PROPERTY ADDRESS: 145 WILUAM:SBURG ROAD" SOUTHOLD SCTM#1000-78-5-13 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on August 14 2t124 and in consideration of application fee in the sum of 1 _.00 paid by 225 Wl Ll B1 Rfa 1]lt1VE`"laL e+'o �; _W1 I:l TAM 'OT1l and subject to the Terms and Conditions as stated in the resolution,the Southold Town Board of Trustees authorizes and permits the following- Wetland Permit to remove and replace 101 linear feet of deteriorated timber bulkhead in-place with new vinyl bulkhead including two(2)16'vinyl returns on both sides of existing 14'x16' wood ramp which shall be replaced in-kind to match existing dimensions utilizing all untreated timbers;establish and perpetually maintain a 15'wide non-turf buffer along,the landward edge of the bulkhead; demolish existing dwelling and garage;construct a new two-story dwelling with attached garage over existing foundation;a 161x20'covered porch with second-story ? balcony above on south side of dwelling; a 6'x20' front porch; install two A/C units and bilco door on north side of dwelling; replace existing conventional sanitary system with new IlA style sanitary system landward of dwelling; and install gutters to leaders to drywells to contain roof runoff",wit h h the condition that any trees removed during construction be replaced on a 1 to 1 basis using native hardwoods; and no tree removal between March 1 and November 30 according to DEC regulations regarding the Northern Lang-Eared Bat;all as depicted on the site plan prepared by Jeffrey Patanjo,received on September 9,2024,and stamped approved on September 16,2024. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, m and these presents to be subscribed by a majority of the said Board as of the day and year written above. � FJ �. v BAY .£ A VIEyP R sOAD ' r5EP - �` PROJECT LOCATION EXISTING RESIDENCE 2024 1 SCT FENCE aY NYSDEC LOT COVERAGE — W O § , SANRARI BUILDABLE AREA: 13,877 S.F. y - LIP 20$MAX OR 2,775 S.F. I- f`t ` �x7<.„ 5, .- LJ:3. LP - CE15 I/A TREATMENT ,'"� �R F`l• �`.� � y� � . .� r Q ,P, LI+ LP 3.5'X3.5'AC UNITS(TYP-2) } . Sa HOUSE WITH COVERED PORCH, _.; LL- U ' - OR �. .DRYWELL STOOP&BILCO:2,358 S.F. -_ <: � Q UP 0 - BY-5'DEEP _ AND WOOD WALK:75 S.F. .�� � � � �„ � PROPOSED 2 STORY t . [ U.G. -- OYTOT FOIMDANON ._. " TOTAL•2,433 S.F.OR 17.539G - pN ilea '_.. II r a ig - ---AND REPLACE EASUNG 16'BULKHEAD RETURNS PROJECT VOCATION _MAP PROP.1•X 2.3' FIR MEN TOP CAP r A\- l &REPLACE DUSTING. 14'x 16'BOAT RAMP lw ""�.3T 6!SAS LOCATION AS FJa57ING. t�` io•R8' S'2''• - MRW:&M.L.W.ALONG FACE OF BULKHEAD PROP. - � - 101 LF VINYL BULKHEAD €i T PORCH>:.7 s ; W SW tD=DRAS DUSTING c. ` •F 15'WIDE NON-TURF BUFFER r PROP,16'X 20'COVERED PORCH WITH 2NO FLOOR Mom vA?om 4 ROOF DRAIN DRY WELL - PROPOSm C TIP CCA I I. 1 uT-L M. EXISTING TREES TO MAIONUM EXTENT PRACOCABLE Pogrom A, ve+w .e, P LINE HOUSE TO NORTH AND POSSIBLE PROPOSED HOUSE TO xxTw m VACANT PROPERTY :' '-+� - SOUTH.DUE TO NORTH HOUSE CURRENT LOCATION BEING SET BACK NO STRUCTURES ! '. _ FARTHER THAN OTHER HOMES ON THE BLOCK.NO ADDITIONAL SCENIC - '- •' '< NEW OBSTRUCRONS SHALL BE INCURRED FROM THIS PROJECT. PROPOSm is s^Dw _ •\/ ¢ CAW.TIE ROD.V 'ty PREPARED BY: FFREY CONSTRUCTION NOTES: TYPICAL SECTION pO. XP582NJ0 1. ANY TREES REMOVED FOR THIS PROJECT SHALL BE REPLACED N.T.S. BOHEMIA, NY 11716 AT A 1 FOR 1 BASIS. ALL NEW TREES MUST BE NATIVE AND MIN. 631-487-5290 2" CALIPER AT TIME OF PLANTING, JJPatonjo®gmail.com 2. NO TREE REMOVAL SHALL EXIST DURING LONG EAR BAT SEASON SCALE, " BETWEEN DECEMBER 1 - FEBRUARY 28 OF ANY YEAR. BULKHEAD PERMIT PLANS AS NOTED SURVEY NOTES: PROPOSED PLAN, SECTION- DATE:5-23 R\ '� 1. ELEVATIONS REFER'TO N.AV.D. 1988 DATUM PROPERTY OWNER: 8C LOCATION YAP 7- 7-11-2 1-24 225 WILLIAMSBURG DRIVE, LLC 225 WILLIAMSBURG DRIVE B-19-24 E1OSTING 2. PORTIONS OF PLAN FROM SURVEY PREPARED BY: C/o WILLIAM TOTH (aka 145 WILLIAMSBURG DRIVE) 9-5-24 r PLAN KENNETH M. WOYCHUK LAND SURVEYING, PLLC 1003 MILLER FARM ROAD SOUTHOLD, TOWN OF SOUTROLD J SUFFOLK COUNTY, NY [SHEET SCALE: 1"=30' LATEST DATED JAN. 16, 2018 STAUNTON, VA 22401 TAX MAP NO. 1000-78-5-18 1 of 1 Am NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC IU 1-4738-04957 PERMIT Under the Environmental Conservation Law FCL Permlttee and [Facility Information Permit Issued To: Facility: WILLIAM 'fOTI I TOTI-I PROPERTY 1003 MILLER FARM RD 145 WILLIAMSBURGH DRISCI'M# 1000-78-5- ]3 STAUNTON. VA 24401 SOUTL[OLD,NY 11971 Facility Application Contact: JEFFREY PATANJO POBOX 582 BOHEMIA, NY 11716-0582 (631) 487-5290 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NY"fM-E: 716.419 NY'fM-N: 4546.445 Latitude: 41°02'25.7" Longitude: 72°25'30.9" Authorized Activity: In-place replacement of an existing bulkhead and boat ramp. All work must be clone according to the plans prepared by.leffrey Patanjo, dated 4/23/2023 and stamped NYSDEC approved 5/9-6/2023. EES. (I)EP-ARNO) Note: The property landward ofthe bulkhead as shown on the approved plans, which was constructed prior to August 20, 1977 as evidenced on the survey prepared by Van Tuyl & Son, dated June 19, 1972, is beyond Article 25 jurisdiction. Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-04957/00001 New Permit f;ITective Date: 5/26/202' Expiration Date: 5/25/2029 Water Quality Certification - Under Section 401 - Clean Water Act Permit Ili 1-4738-04957/00002 New Permit Effective Date: 5/26/2023 Expiration Dale: 5/25/2028 Excavation & Fill in Navigable Waters - Under Article 15, Title 5 Permit ID 1-4738-04957/00003 New Permit EYrective Date: 5/26/2023 Expiration Date: 5/25/2028 Page 1 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAt,CONSERVATION Yacilily DEC ID 1-4738-04957 NYSDEC Approval oval By acceptance 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 Permit. permit Administrator:KEVIN A KISPERT, Deputy Regional Permit Administrator Address: NYSDEC Region I Headquarters SUN a Stony BrookJ50 Circle Rd Stony Brook, NY 11790 -3409 Authorized Signature: _ Date,; /2k/�),0} r Distribution List JEFFREY PATANJO Bureau of Marine Habitat Protection l Iyssa f:Scott _.._.m_._�..-._...... ....�...���...__._r.__ � Permit Components .-......._ _ .... .......��........ NATURAL RESOURCE PERMIT CONDITIONS WATER QUALITY CERTIFICATION SPECIFIC CONDITION GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS; WATER QUALITY CERTIFICATION; EXCAVATION & FILL IN NAVIGABLE WATERS 1. Regulated Activities Authorized By This Permit This permit ONLY authorizes those regulated activities/structures identified tinder the section titled "SAP Authorized Activity". The Department does not issue after-the-fact or as-built permits. This permit does not authorize activities, or legitimize the existence of structures, which would have required a permit but for which no permit or other authorization has been granted by the Department. 2. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's a-ent as part of the pennit application. SUCK approved plans were prepared by.IcfFi•ey Patanio. dated 4/23/202 3. Page 2 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC Ill 1-4738-049-S7 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. Notice of Commencement At 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 ofthe form must also be signed and returned, along with photographs of the completed work. 5. Excavation for Bulkhead/Structure Prior to any construction or removal of bulkheads and other shoreline stabilization structures all backfill shall be excavated landward of the structure and retained so as not to enter the waterway, tidal wetland or protected buffer area. G. 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. 7. Replacement Bulkhead Maximum Height The top elevation of the replacement bulkhead shall be no more than 18 inches higher than the existing bulkhead. 8. No Seaward Extension of Bulkhead The new bulkhead shall be constricted in place of the existing bulkhead with no seaward extension of the outermost bulkhead face. 9. Jet-in Bulkhead Bulkheads constructed directly adjacent to vegetated tidal wetlands shall be hand driven or jetted in with no disturbance to the tidal wetland. Trenching is strictly prohibited. 10. Baekfilling The installation of the approved replacement bulkhead shall be completed prior to the placement of any fill material behind the structure. I. Clean Fill Only All till shall consist of clean sand,gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debris). 12. No Dredging or Excavation No dredging, excavating or other alteration of shoreline or underwater areas is authorized by this permit, nor shall issuance of this permit be construed to suggest that the Department will issue a permit for such activities in the Future. 13. No Runoff Over or Through Bulkhead or into Wetland Upon completion of the bulkhead replacement authorized herein, there shall be no discharge of runoff or other effluent over or through the structure or into any tidal wetland or protected buffer area. 14. Use of Treated Wood The use of wood treated with creosote, pentachlorophenol or other wood treatment not specifically approved by the department for use in wetlands and/or marine waters, is strictly prohibited in the construction ofstructures that will be in contact with tidal waters. 15. Parallel Capping Boardwalk No portion of the boardwalk shall extend seaward of the most seaward face of the bulkhead sheathing. Page 3 of 7 Aft NEW YORK STATE, DEPARTMENT OF ENVIRONMENTAL CONSERVATION Fncili(y DEC ID 1-4738-04957 16. No Structures on Reconstructed Bulkhead or Pilings No structures, other than structures specifically authorized by this permit. shall be constructed on the reconstructed bulkhead or pilings Without further authorization from the Department(new permit, modified permit). 17. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined to the upland area landward of the bulkhead or on a barge. 18. No Disturbance to Vegetated Tidal Wetlands "There shall be no disturbance to vcgelated lydal wetlands or protected buffer areas as a result of the permitted activities. 19. 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. 20. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses, etc.) immediately following project completion or prior to permit expiration,whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 21. Temporary Mulch, Final Seeding If seeding is impracticable due to the time of'year, a temporary mulch shall be applied and final seeding shall be performed at the earliest opportunity when weather conditions favor germination and growth but not more than six months after project completion. 22. No Interference With Navigation There shall be no unreasonable interference with navigation by the work herein authorized. 23. 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. 24. State May Order Removal or Alteration of Work If future operations by the State of New York 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 ol'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, till, excavation, or other modification ofthe 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. 25. 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. leachate or any other environmentally deleterious materials associated with the project. Page 4 of 7 Am NEW VORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04957 26. State May Requirc Site Restoration if upon the expiration or revocation orthis 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. Q _ ON SPECIFIC IONS WATER UALITY CERTIFICATI� _ � CONDIT �� 1. Water Quality Certification The authorized project, as conditioned pursuant to the Certificate, complies with Section 301, 302, 303, 306,and 307 of the Federal Water Pollution Control Act, as amended and as implemented by the limitations, standards, and criteria of state statutory and regulatory requirements set forth in 6 NYCRR Section 608.9(a). "the authorized project, as conditioned,will also comply with applicable New York State water quality standards, including but not limited to effluent limitations,best usages and thermal discharge criteria, as applicable, as set forth in 6 NYCRR Parts 701, 702, 703, and 704. � -- �GENERAL CONDITIONS - Apply to ALL Au thorized Permits: 1. Facility Inspection 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 when requested by the Department. A copy of this permit, including all referenced maps. drawings and special conditions, must be available for inspection by the Department at all times at the project site or racility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance orthis 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. Page 5 of 7 AM NEW YORK STATE DEPARTMENT Oi'ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04957 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such 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 NYSDEC [legion 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Excavation& Fill in Navigable Waters, Tidal Wetlands, Water Quality Certification. 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. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications tin•permit transfer should be submitted prior to actual transfer of ownership. Page 6 of 7 Am NEW PORK STA,rE DEPARTMENT Of ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-049a7 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to incicm ntly and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittec's undertaking of activities in connection with, 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 indemnification 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 nanning the D13C.and arising Linder Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees,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 the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation L,aw as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, casements 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 phis 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. Page7of7 S.C.T.M.# DISTRICT 1000 SECTION 78 BLOCK 5 LOT 13 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES &FujiClean USA PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SINGLE FAMILY RESIDENCE ONLY 1rI t ll stand pipe in distribution DATE 11/21/2024 H.S.REF.NO, R-23-1296 DWELLING 11,8 4'SDf 35 pool to Verity proper Separation to '. APPRovED „ ITCH 1/8"/FT groundwater 1JtT1$i"�s'=€ t FOR�XI)LRv BEDROOMS C/O TO GRADE GRADE 8.2 GRADE 5%MAX GRADE 8-0 EXPIRESTHREE YEARS FROM DATE OFAPPROVAL ,' INV7 4 INV7.1 INV6,9 - lNV6.1 {5)EACH „ 4"STIR 35 a 4"SDR 35 8`(dX2`OE " ; X v= I � PITCH 1/4AFT I PITCH 1/8"/FT 1�EACH � - EL30 OCR EL4.4 FUJI CEN5 HK3PEST EXPECT.GROUND WATER EL 2,0 SANITARY INVERTS Ct ETi vumeE9al) scum€+. e Fare; sv- 1rP csr � . ?znriena- —c I. cruxoEx lorl oxAu 4-NLET ` � a IA HOW Tm Asf 1•" Fri.f`F(FE 1 ` Ek— PP.,F1=• - sip S 3.,,.: Ir,. z 8 0,r FPtPf _ ,LowovEx Nc my $�"`i0' , 8 oPFOc PLAN VIEW SECTION A-A VIEW } GROUND _ DRAINAGE CALCULATIONS: NYSDEC LOT COVERAGE -- BUILDABLE AREA: 13,877 S.F. AIR HOSE AND 20Z MAX or 2775 S.F. ---- ELECTRICAL SUPPLY OWF111NO W/mVERED PORC -2.J S.F. TPTREATMENT UNIT e.a..0.1M1^]BB°Y REQUIRED(2)NOR.5 DEEP PROVIDED W/COVERED PORCHES k BILCO=2,358 B.F. ' ORr1,Et1-442s/ I FUJI MAC80R11 ON PRECAST CONCRETE RA— - ANt m W 54t9 G S.F. WOOD WALK:75 S.F. NTS TOTAL:2769 S.F.ar 19.95R E - #02246• TOWN OF SOUTHOLD LOT COVERAGE cov x Luc r-v - 21. / BUILDABLE AREA: 13.877 S.F. 1 INLET,7 OUTLETS f DWELLING W/COVERED PORCHES:Z335 S.F. _s. £ • I I - SWIMMING POOL'336 S.F. - BOX ACCEPTS or 19.2X U1306r € TOTAL:2671 S.F. _ LIGHT COVER 93009CT. f HEAVY COVER#3017-C20 (f,1 ex .. - GRATE#3017 G20 `Sr TOP VIEW 6"TALL RISER#3009y �DEf FF EATING 21 z 12-TALL RISER 03009 R12 TYPE LEVELING DEVICE ! nmcel_ar n � g tea.ua ..rzw 7 INCREMENT -� a BOX SEAL - TYP #3001 T K SEAL / Q� '@ MIN 1 TYP 40PA TED MIN 12 COMPACTED SAND OR CLEANOUT DETAIL POLYLOK 20 DBOX PEA GRAVEL LEVELING PAD NTS MATERIAL-HOPE FRONT/SIDE VIEW j � � f 4J / FAlsnxc DISTRIBUTION BOX Polvlok DETAILS r am / D—INGARE 9LT d S [ �.}. -- LAND N/F To FmmAn cum _. t ;. WN.4`aA. g �'y T` '' /' OF MARKO7515 FAMILY IRREVOCABLE TRUST SOR 35 FID PIPE OR FDUN. _ 1 S LP W#4. mHaD 1/a-PER FT.IAN. r4Lr, ¢d -�a - L` } L _4. To BEAICE ARANDONED AND _ a WITH CLEW COARSE SAND 2 S 2= 61CNFlLLFD N c HOUSE® '� r� � P� ',` OEMIXIS TICH NG SE AND GARAUL Lop _ - xcur '' TO FOUNbAPCN IN FAVOR OF PHOPO';ED ® 2� 2� �' ® t - - 2 Sr'r FRM.0WEILNG �Wi 13 M& LEACHING POOL s 5 NTS CONTROL PANELY 1F //.`=s ¢ez 47 7.5 VACANT l FL LAND N/F at. IiWss1 rftE4I in tav ONA OF . SHERI WINTER CLARRY [ y� BRIAN PARKER Call(631)952-5754,48 hours in advance,to schedule Inspection(s). wam Om agum inA TE Its W linsp -t water line entering new x L N _ €Craw space—space-1 addition 14 " (5)LEACHING POOLS e`W (2)WARREN 11AMW4 KQS s may ,.THE OWES NSA.ER SHALL HOLD AN D WR930 f FROU THE SUFFOLK COUNTY DEPARTMEHr OF HEALTH. 2-A DEMO OPERATION AM UNIDWICE COIIIPACT BETWEEN THE WNTDEWCE PRDNDER MD THE 94AIL BE PROVIDED TO THE SNHS FLOOD MAP#36103C0166H 3.PROADE A 2'VENT PIPE FROM THE OWIS TO THE DWEWNG AND CONNECT TO THE SNMARY VENRNO WTOe,Tiff HOUSE REVISED 10-28-24 THE VEM PIPE SHALL BE PITCHED TOWARD THE OWE SO AW LIQUID WILL DRUN TOWARD THE OWIS REVISED 04-10-24 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL 4.NI EFFLUENT FILTER SHALL BE NSTNIID UNDER THE ACCESS CQVM OF THE AN55D UNIT ON THE OURIT PIPE ADD ADJOINING HOUSE FOOTPRINT 03-24-24 LOCA DONS SHOWN ARE FROM FIELD OBSERVA 77ONS REVISED 08-06-23 AND OR DATA OBTAINED FROM OTHERS. SANITARY DESIGN BY: ADD ELEVATIONS 03-06-20 NICHOLAS MAZZAFERRO AREA: 14,726.95 SQ.FT. or 0.34 ACRES ELEVATION DATUM.. NAVD88 PO BOX 57 r UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA7701V OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY GREENPORT,NEW YORK 11944 1TE 43 MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN PHONE:(516)457-5596 T' OL LaAN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION EMAIL:NICKMAZZAFERRO VERIZO N.NET /4E €' - 0.8, LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING WSTIR/TION, GUARANTEES ARE NOT TRANSFERABLE gppNgl THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE SM SANDz Cr NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES ADDITIONAL STRUCTURES OR AND OTHER 1MPROV£MENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY mmum _ _ E sP SAND suRveY OF: DESCRIBED PROPERTY CERTIFIED TO: 225 WILLIAMSBURG DRIVE LLC; GRA`U 4' MAP OR r FIRST AMERICAN TITLE INSURANCE COMPANY, W a HIGHSKITER ELEV 0.1 .2 p &/. � WATER IN HIGHEST EXP.2.0 FILED: o aA`T` SITUATED AT:SOUTHOLD >sstosst TOWN OF:SOUTHOLD / KENNETH M WOYCHUK LAND SURVEYING, PLLC tr SUFFOLK COUNTY, NEW YORK „ � Professional Land Surveying and Design -- ss, -- - ' P.O. Box 153 Aquebogue, New York 11931 NICHOLAS MAZZAFERRO PE NYS LISC#057095 IL WOIDHUK Is FILE/17-186 SCALE: 1„=30' DATE:JAN. 76, 2018 X.Y.S.LISC. NO. 050882 PHONE(631)29e-1666 FAX(031)2ee-156B SITE DATA PROPERTY: 14,726.95 SF 0.34 ac BUILDABLE PROPERTY: 13,877 SF ESTIMATED AREA OF GROUND DISTURBANCE:E: 8200 SF DESCRIPTION: AREA LOT COVERAGE: I PROPOSED HOUSE: 1,291.3 SF COVERED PORCH: 243.4 SF O 111 PROPOSED PORCH: 109.1 SF PROPOSED 2 STY.DECK: 272.0 SF TOTAL: 1915.8 SF 13.8% METES AND BOUNDS: SURVEYOR: KENNETH WOYCHUCK DREDGED CANAL DATE SURVEYED: JAN.16,2018 O ZONE:R-40 ELEVATIONS REFREFRENCE: FLOOD ZONE X NAVD 1988 OS 25016'10" W 101.00' SCTM: 1000-78-5-13 GFA CALCULATIONS ^ LOCATION: AREA: MHW ALONG BULKHEAD BUILDABLE PROPERTY: 13.877 SF (280-207d)GFA PERMITTED: 2584.6 SF �MHM WOOD E .5.7 EL.5.5 PROPOSED M.FLOOR: 1,291.3 SF RAMP PROPOSED 2ND.FLOOR: 1,291.3 SF TOTAL: 2,582.6 SF FLOOD ZONE _ AE EL.6 FLOOD — O GRAVEL \O O O / \p FLOOD ZONE ' J x ' w / •\\ Q O EL.5.4 / i \� Z LI1vJLTS OF CLEARING(SILT FE -)_ - - _ - - - - LIMITS F CLEARING(SILT FENCE '/ oM E01 lU I ♦ � \\ OM 8'X 4' U / 1-- 30.5' ♦ � ♦ a 1 24.3' V� 8DW u/ m I N O IV �' `\ o PROPOSED - ♦ Tof - ® 4 I N LL PROPOSED 16 2 STY.DECK / 4 O I A I I TOP SOIL I EL.10.7 � 0� F1 LOCATIONITY S I - — ' 35.1' 10.9' 1z.z' — a SKY PLANE (WEST / \ PROPOSED 2 STY.HOUSE �-+ •+•� CONCRETE FF EL 17.0 I I WASHOUT I n I m N O \ / n U - --------- W m 0 �D I STORAGE ' 17.0' i?.2' IB'O MAX.C. O X 0 FF EL9.0 "a ROPOSED ORCH �. STORM WATER MANAGEMENT DETAILS4,, 35.1' EL 10. 6 24.3' v_ Cl U W 17.0' 10 g, _ DE LL LL p N 00 ++ VS. WZ O IZ SEPTIC SYSTEM x O ' e — y J f" y,f y >t a aa.. BY OTHERS "—..� y Y y En x � Y t LL c� v m 04 i� STONE I a �' In OJC\A� ` / � a ssro a Q� 00co � IV P DRIVEWAY z FLOOD ' -LONER '— M� PERSPECTIVE VIEW N r N LL ZONE 7 Op "w �ff n.� W � LL x FLOOD ZONE 36" MINIMUM 2 x 2 AE EL.6 FENCE POST 180.0' EL.6.2' L- - - - - - - — eO — - - - - EL.5.7' WOVEN WIRE FENCE t!� N 25°16'10" E 84. 0' (6x6 - 10/10 WWF) H CONSTRUCTION Z UP ENTRANCE I FILTER CLOTH o H S�OpE N Q 0 VJ EMBED FILTER CLOTH RAD MIN. 6" INTO GROUND Z y 4" I � °0 WILLIAMSBURG DRIVE O NOTE: N I- MAXIMUM DRAINAGE AREA 15'WIDE GRAVEL 0 1/2 ACRE/ 100 LINEAR FEET a! SECTION DETAIL SILT FENCE DETAILS U x — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — E "a PROPOSED SITE PLAN SCALE: 1" = 20'-0" ? � � EO �IC . eax— SCALE: AUG 2 0 20(25 4 ` DRAWN: �1a1tcS4nr D� 1h�tr ten$ JOB#: 7/30/2025 SHEET NUMBER: »,i S-1 --------...... ------- -------------- .- ---- ...................... ------ ...................................... .......... ........... ........................................................................................................................................................................................................................................ .......................................... ..................................... ................ ............. ............... 1 L ....................... ..... .................. ......... . ......... .............................. .......................... T" -T ......................... .............................. ................................... Lj Lt I T T j j A F, I IJ F F Tj 11 L L, u I T--j --T 1 T L J, IT-1, L ..................................................................................................................................... ....... ... ............................. LLJ -L T- T- i. T ............ 7 .................--—------ ............................................................... .................................................................................................................................................................. ........................................................................... ...... .... ............................................................. ................... ........... i. --------------------- .......... .................. t 7 J,----J --T J I 1 .11 1 j I -i - T II1 __�_L.,_. :L: 7H L,-- � ' I'd L 1. Tl i, LLF-1,TL'Sl- ?77 PROPOSED WEST ELEVATION SCALE: 1/4" V-0" cu Ou X 0 Lo co ....................------- ......... ............ ............ ................................................... To 2 ............ .................... .....................—.......... Cc)- En If... ........ ........................ .......... ........ 1-1 ............... .......... .................................. .......................... C13 a, ..................------ ................. ................................................................ cf) U) ------- CN ............................................................ ............................ \6 -Z .........——-—----------- ........ .............................................................. ........... It — C3 00 cu C4 0 ....... ....... .......... ...... ............................................................................................... ..................................................... ... ..........................................................................................— 4 ............ ........................ — ------- .............. .7.......... ............. ...... .......... T u T . ......... .1 rj�................. ..........y Ll..........L T: ............_1 Tl ............ 33 T- I J, T L... ....... T . ...... ............ ... .. ......... Ll "T T-- 7 - T l-T T ...... i,-J ..........L 7L--L—i T2......... ............1. 1 T_ .... ... ............. ..... id I ....... ......... .. ......Lj J.- T T 14 r-41 SCALE: DRAWN: r JOB#: 7/30/2025 SHEET NUMBER: IJ 4� r PROPOSED SOUTH ELEVATION A.. 1 SCALE: 1/4" = 1'-0" --._...- -.........._...................._..__... __-_...._.__..._-__-.._.- _._. .. .._.._..._.__. ....... a_........ .. ........ _._.._.__........ i.. ._m...-.___..--�o__.___�_.. _.__... . ___..._____..w......._._�__.___..__.._.. .. -- ...................�..._....._......._.... . _ ! _ �.__R �___. ._j _.........__._...__.._._.._.........._. _.- _._._x.:....._...._.._ ................_.....__.....................�:�.........._.....__......._. Eu 4,_ ; i I i , I ' - _` _ l _ ._�. LLLam..! . -.._�J_ -LiLL _J !._-I. L r .1!.� _!L 'u T ! ! i i - ! M ! j ! _,.Lu : : i i IL 7Y N O N PROPOSED EAST ELEVATION SCALE: 1/4" = 1'-0" 0 N � cm �+ O u X <\ � _ ................... k......_ m._.._...._......_......_._..........._.. ..._..............F.,......�........._................................,..m.,m....................... ..................................... W � O ........... -- - —. _=_ ---- -._� �. _ __.__._ _ �_ ___.__ _. ----__�.__.........._.____..._... _......_...-..--.. ....-......_ _ .___ — _ .......--.--................................................... .......... ..................................._......�..............�..................................................�-..........:._.:�,...._............._........_.._..........._. �.......... A..... ......m. . .................................. ... ......... .. _ O a-+ ---- —_. _ __.___._..___.__._..........._....__...___......_...._._..___._._.__... _ .0 ......_._.......�................__.._._....._.._. � .:...._... �_.._......._._._.__.....____....�,. . . _ ___.. Lo u _. .__._.-_.... ....__ __ _____._ .-._...__._----_—. _ _ ..___.._ _.___ ..__ _....____...___....__— _..-._.__..._.—._.. ._._ _._....._..._..._.._._. __.......__...........__..._.. . �, —.— — ---77 _ _ ................._._.... .— _ _._.._._._._...._._ ........... ..__..._..... _._._._..__. .._..._...__ -._..._......... ..._.__............._._... _... _ _ _...._................_..... ._.._.. .. ... __..__...._.._..._...._..._.._ E........L L.` l_..._l._l._....I _ ! ! I 1 I .�i. �........ ..._ -r... ! i II ! I i E, ...x I I _ I I i. m LT i ! Li I I 3- I I` {[yam , i ..... i...._' I i C 7j !( 7! ! ! I _ ! i : I { i �J _ .........: ... . _...... _........ _..... 1-1 .. :: .�... ? � ... . I I Y� : I � I � '_T µ ! ! 1T..... _ 4 .,_. ...._ �....�I i i ( 1 ! y _i �I I 7—�7 i 1 ! i I, I I i I I ! � I i I : ! i I ! ; 1 ' � . i i ! .L. ,_... _. ,......_.. r T i . ... 0 _ .... i _. T i ! _ 11 iL. L� �i I E I I : I I ! i I i E : 11 , I I I E LIU i ! 1 I I ! �( ! I i i i I I ! t' � •� DRAWN: ! ! :-,�... _.....___. __ a�.i..�...: -�-1, ;�:...... ...��...� is _'r : �° ; i i E: �.....,. _..... ..._.., 1....... 1...._.... ..........1�............._..1._......__ ... a-. �.. ... .._I.. i. _... 0 l �..... . SCALE: i .� ._ ..� E E i i : ! i i I I i —;— — I -- ....�.. , I I I I � �' — � V 7/30/2025 E_T -h I `��.?�'•'?� fit' SHEET NUMBER: PROPOSED NORTH ELEVATION A 2 SCALE: 1/4" — 1'-0" � —•�',�s�';-M.. '� 24'-411 17'-011 1-OII 71-611 81-011 1 i10 i w rt I I 1 1 I 1 1 �• d p. d • � p • d p• d • � p • • p. d • � p • d p• d . � x j — — — — — I >d_ '_ _ _ _t _'_ -'- ° 1------_ ___---_ _ _ +I i i i v _, i ; (3)2X10 ACQ GIRDER iF ; (3)2X10 ACQ GIRDER E ° i w IIIII O , i----' 12"ala.Z"ONC:PIER `O 2'X2'Xi'CONC.FTG I M • i � IIIII , . i (ALT BF24 BIGFOOT FTG) II I11 D MIN.T BELOW GRADE I 1 O m� ON UNDISTURBED SOIL I O i n IIIII -4i I W r T 1 °? ° ""x ' (2)1-3/4X11-7/8 ML FLUSH , v IIIII I I v I O W I i • , IIIII i 1 x , f I I 1 1 I I I 1 • +----� r-----� •-----�LALLY COLUMN OVER ' I O I 11 :3'X3'Xl'FOOTING s x-;===________________'_ -'____________-_____,_ ' O _ _ _ /� i nn' Iw/(3)#SBARew 7 - -7----------------,-�-,--------------- ---1- 1 h`'"1 e , i ec IIIII I --- (3)2X10 ACQ GIRDER 1 1 (3)2X10 ACQ GIRDER 1 I I - 1 1T1- p 12"dia.CONC.PIER I 11-7/8 TJ1230 WOOD-I C@16"OC Z 2'X2'X1'CONC. FTG Lu u (ALT BF24 BIGFOOT FTG) p co ,,,,, .2 ZD MIN.T BELOW GRADE I ° x ON UNDISTURBED SOIL00 I Q � • X I1111 i � ! � O i v 1 Inn i i -M_I1111- + i 1 1J • ' 1 ""' -- 1 Q LEDGER BOARD TO BE FASTENDED i IIIII I . W o i 11 n 1 x TO BUILDING WITH TIMBERLOK(9�----I-, LALLY COLUMN OVER c.I I , a ; CRAWL SPACE ®1 ; 3'X3'X1'FOOTING o SELF-COUNTERSINKING SCREWS BY ; III w/(3)#5 BAR ew BY OLYMPIC MANUFACTURING 1 ( J cY IIIII •O ---------------------BX16.VENT-_(2SCREWS_@32".O.C.) ---I— , _� 4"CONC.SLAB i EceIIIII I v • d p• d o o • d 0` d • o ' • , IIIII 1 . , IIIII ••/ ° 13'-33/4" /49'-8' " 16'-2%" Y�i1l O klrn19%8" •� M � \ x IIIII III E 1 � Y5 ' III11 ,II E � f ✓✓✓ • �-_' 1 � IIIII III i V /My� �WJ ' � I � •--�-ITITI----• III E I W /`� I V E I �IIIII � III ' HSS 4X.220 TUBE STEEL COLUMN ^ D A OVER 3.5'X3.5'X1.O'CONC.FTG. ill 1-� f EINFORCE w/(3)#5 BAR ew O II x i , LtJ II111 , _111___� i I L 0 II111 , , III • I __00 d'_11111____. 1 III , t ' i 011111 ° 11-7/8 TJ1230 WOOD-1 P,16"OC "' I v 0 i ° E IIIII of 1 I . I Ncn ' i - IIIII I III , 1 I N LALLY COLUMN OVER '" I 1 V E � I1111 III , i � I n I l n l 3'X3'Xl'FOOTING_ w/(3)#5 BAR ew 1 • i d' IIIII III E O I 1 C , M IIIII III ! P I 1 i •�-�ITITI----� III E F' 1 I ' l II111 ' III E Q 11-7/8 TJ1230 WOOD-1 R16"OC > I I '• , ' IIIII ' III ^ ' �• i 1 O I I IIIII HSS 4X.220 TUBE STEEL COLUMN ,,, ^ , .O 1 M OVER 3.5'X3.5'X1.O'CONC.FTG. "' x N 1 • i I IIIII III i e 00 I N Q) f EINFORCE w/(3)#5 BAR ew III I I M 4 O I IIIII , -- CRAWL SPACE 1 ° , ` II111 , III _ �_uul____. HSS 4X.220 TUBE STEEL CO(0MN I ' ' I O .'1i a`L. I , IIIII 111 i , i (?) ce ,1111 OVER 3.5'X3.5'X1.O'CONq.FTG. ,,, 4"CONC.SLAB J Cn c') O .4 REINFORCE w/(3)#5 BAR ew "' ' `� .�p u Z - �I 1IIIi. . . - . - . - . I Ill II O W C IIIII 1 1 ( 1- 4 il- 8 L USH 1 In 1 i O i W , I ^ coIIIII I ul I _ I II I I11'1 1 1 I I I I I E t I11 I i D / cu LI') x i IIIII I 1 I I I I I I ` III I .fV I , Q OA I x IIII'IU 1 I �\ I d t d' I1111 O 1 H ° E th IIIII I I 1 I I 1 I I III f'n , , �+ '� cn i I 1 1 1 1 1 I I I 1 I 1 I 1 I III i • i i • 1 ^ IIIII I 1 I I I I I 1 1 I I I , , v ---------------------------- -----V +n+ I--r- - - r - i- 1 - ------ "'-- 1 N 1 `� p • d p• d • o d p• d . o • d p• d • o i ® ' v 1 U �O U) • • +---.•--------------- - - --- - -- ----- - _.. - --- -- . - --- ---, LEDGER BOARD TO BEFASTENDED N (u 4 3'-3' a' TO BUILDING WITH TIMBERLOK®; , ; o W 3 p b ' ~ SELF-COUNTERSINKING SCREWS ' 1/4 1 I m BY OLYMPIC MANUFACTURING , •o , m v i 1 n ° (2 SCREWS @ 32'O.C.) •• -- , 1 i , _, o • v .4 v • o o • v .4 v �• v o • v .4 , r^ [v�]J -----------_------------------- ----------------- -N STORAGE O m 4"CONCRETE SLAB ON GRADE ° 0 V i E 12"dia.CONC.PIER r REINFORCE w/10/10 6X6 WMM ; o ; 2'X2'X1'CONC. FTG ¢.`Oo n _ O k (ALT BF24 BIGFOOT FTG) X� in in 4 , �D MIN.T BELOW GRADE N ° ON UNDISTURBED SOIL • ; , v (31 2X8 ACQ GIRDER (3)2X8 ACQ GIRDER v v v .4 v . v v .4 v v p p , i 7 7 1 I ➢�""�--. p.l a -d o o i , i 1 1 --------------------_---------------- --------------.------------ _____.____ - — — — — -— — — — — — — — — — — — -- —0' 5'-4" 9'-1011 0" 10 U 24'-411 17'-011 100, 41'-4" ol 1).8"THICK POURED CONCRETE FOUNDATION,:000 psi.HEIGHT AT 5-0". 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, EXTERIOR OF FOUNDATION TO BE DAMPPROOFED AS PER N.Y.S. INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A RESIDENTIAL CODE WITH A BITUMINOUS COATING. MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO ` BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2M)KEYWAY IN FOOTING. kr DRAWN:NS FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE PROJECT NORTH UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). BLOCKING AT 8'-0"O.C. (MAX.)AND MIDSPAN. � � SCALE: s 3).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. 7).FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS. JOB#: • 7/30/2025 4).PROVIDE(2)2X6 ACQ SILL PLATES.SILL PLATES f0 BE INSTALLED OVER ► 16• s•zf_ ' SHEET NUMBER: COP-R-TEX TERMITE SHIELD AND SILL SEAL -� PROPOSED FOUNDATION PLAN SCALE: 1/4" = 1'-0" A. 3 24'-4" 10 14'-8'/2" 8'-7" 11 O�/211 6'-6" 8'-2'/211 w P4050 ---------------------------------------------------------- I I h C` ' TW3 52-2 EGRESS N BENCH , I (3)2X10 HDR - (3 2X10 A Q GIRDER (3)2XI0 ACQ GIRDER ' 6X6 ACQ ' (BOX IN) Lu III, ' I p `Q 11714 n ^ � I � 0' O 11- T11230 WOOD-1 16"OC , 0 4 x 1 1 W h v II 1 1 11'-011 2'4' = 36"X 720" _ O 11 I 1 J - 1 1 W BANQUET CID _ COVERED DECK Cr z m \ F O N _0 BUILT IN xd V LL I111 p I N BREAKFAST 01111 ' o Od U n' p� Q PRIMARY o BEDROOM R 81- " 8'-0'/2" i 11 I I I � ° - �2)1-3/4X11-7/8 ML �+ ' I� � - - - � - FWG120611-4 SAAS � � � ,7j-' ' Fl-1 17 I ' (3) 1-3/4X14 ML HEADER ' 7X5.25 1.8e PARALLAM C UMN � 2'-4" (STEEL BEAM:HSS 7X4X/4) m Q 00 �� O M 00 _111 3, 611 F31 11 9'_9" w 17'-0" 1 ` 4X117/ ML 0 - N = PRIMARY BATH KITCHEN :HALF kk !< N O li og M BATH 54" N ci 3 4X11-7/ o, 36" 1 -7 8 TJ1230 WOOD-1 16" C ,� `CL ^ 5-1/4X5F148e a iv 11-7/8 T11230 WOOD-1 (@16"OC „ PARR ors ILL COL r' <!> DW , w I O , PANTRY I AREA SCHEDULE m a) o 72"X52 I. m N _ u SHOWER �" -' (3)1-3/4X11-7/8 ML FLUSH p `� NAME AREA a; — - — - — - — - — - — - j m a -' in co 0 N = N PROPOSED 1ST.FLOOR 1291.3 sq ft. m, p, v LLL _ (2))1-3/4Xi1-7/8 ML FLUSH -_ LIVING / DINING p r x o N m I n¢ PROPOSED 2ND.FLOOR 1291.3 sq ft. w �+ @D ��- _____- .� ,Z w u .x oo M'!i_===______ m �� Total 2582.7sgft. V 00 nl �I11 _ -� Iy � blo \ 1 1 I /Ov Li 00 (2)1-3/4X11-7/ ML w/3/8"ST L FLUS N' AL REOUIRED INSULATION .5 40 mLOCATION FLOOR EXTERIOR WALLS CEILING O o �� ' 1SI.FLOOR: R21 R19 1 1 7X5.25 1 Be PARALLAM COLUMN Ln U(STEE BEAM:HSS 7X4X1/4) ND.FLOOR: R19 R30 W I I 1 1 I 1 , I I I I I (� D UNDRY 1 - >~ ' pN N 'O W 1'-6" OOM �I' ' ' O 5-1/4X5 1/4 1.8e 1. USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING. I I I � I 1 I 1 , I 1 1 ; FL/21 X10 HD I I I 1 , I 1 1 (2)2 OH R j� PARR LAM 2, PLATE HEIGHT AT 9'-0".BAY UNITS TO BE 8'h(VIF). " 3'-0" 11-7/8 T11230 WOOD-1 (,16"OC COL MN 3. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. 10 Fn II LNDG. N 16'-03/a" 4. EXTERIOR SHEATHING TO BE 1/2"THICK SHEATHING. r` N 5. SIDING WITH UNDELAYMENT AS SELECTED BY OWNER AND INSTALLED QI cn N PER MANUFACTURE INSTRUCTIONS. 2 10 HDR (3)2X10 HDR U I I " 6. DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER O Ilk_ I �I ALL BATHS AND KITCHENS AS NEEDED.BLOCKING UNDER BEARING WALLS U) I TW3052-2 p I 8'-11" " ' " ' " ' 11 11 w:::: 7. PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS U 13-2'/a 1-9'/a 3-3'/z 8-5 5'9 UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK o� O STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH N I 23'-10'/2" 17'-5'/2" 001111 _ SIDE FOR MICROLAM HEADERS. [..a .I X COVERED PORCH 41'-4" N. I COVERED PORCH m;;;; zp B. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS I IIII (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 12X12 Fri COLUMN ::! FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. w/6X6 ACQ (3)2X8 GIRDER ++µ" PER CODE. U .I (3)2X8GIRDER _ =========== ==3®� --============-========= +Em — — — — — — — — — — — — 9. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING x HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 8'-111 81-1'/211 ---------------- 10. ALL SPACED MULLS,VERTICAL OR HORIZONTAL,TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. 10 24'-4" ---------------- 11. INSULATATION(SEE RESCHECK FOR ENERGY COMPLIANCE FOR R-VALUES) 12. ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE AREAS. E 13. INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. ,may DRAWN: PROPOSED 1ST. FLOOR PLAN N 5 PROJECT NORTH ` .^ft'. SCALE: SCALE: 1/4" = 1'-0" w 8 ,, JOB#: `All 7/30/2025 SHEET NUMBER: t � Y � ' A-4 ol 24'-4" 10 6'-6" 11'-10'/4" 5'-113/4" w 0 TW3 52-2 F-�--� EGRESS 3052-2 n (2)2X8 HDR (2)2X8 HDR 11'-0'/2" ol 2X8 CJ P16"OC O � N 00 ^ 0 a X BEDROOM N = N No. 1 0 _o 0 N I �O Co O x A 2X8 CJ 1a16"OC N DECK A M _ 8'-5'/2" 3'-4" N N k % s'-o FAMILY ROOM 17'-0" Q �� I 1 _(3)2X8 FLUSH BEAM FWG60611R i iv1 i ��- , "v1 30"x60" ;I , (3)7-1/4 ML HDR Ln PULL DOWN , =r, 2•1 STAIR VERIFY _� Q I M LOCATION i 01 = i \ 0••'' O M • I, IN FIELD , 5 N 2X8 CJ P16"OC Z) WET o Ln - 3 XS FL H BEAM _��__ LL I BAR N 00 O I Ce BATH 2 8 CJ 16" " o �w = � N M °x - C I 9 =0 BEDROOM a N m 00 No. 1 m x (2)1-3/4X9-1/4 0 L FLUSH BEAM U 1-3/4X9-1/4 ML FLUSH BEAM X Ua' NO. 2 6 - IJIO 00 C' 3'-7'/s" 11'-2'/z" 4'-1" N.CC 12'-2" 0 o "' z in 1 I m cn I I M a � O N „ OON NO OHO I M m _ ^ 1 (}� 02 72"x 36' :o O �I l-i U0 I~ 2'-6- O `"1 x o m SHOWER O E N M � V�� ONO M N �' Gi 00 00 N �J Lrl N w N W __--_ V 00 \ .Iz �Iz DN = .s~ \ v�� `�1? ------------- en 3'h RAILING(n'P) ----- ----- 2X10 CJ 16"OC U co +� N , , , , , , , , , , , , ALT.:2X8 @12"OC) 00 a 36" BATH I = N No. 1 N BEDROOM x L, a o No. 3 X ^^ , , , , , , , N � 1. USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING. (2)2X8 DR (2)2X8 HDR , B) X8 (2) XS-H R : ' rn2. PLATE HEIGHT AT 8'-0% ' o AXW31 AXW31 TEMPERED TEMPERED in = 3. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. EMIR! A 31 A 31 \ N 4. EXTERIOR SHEATHING TO BE 1/2"THICK SHEATHING.iin F 5. SIDING WITH UNDELAYMENT AS SELECTED BY OWNER AND INSTALLED L) u Fn J 'I(2)2X8 HDR PER MANUFACTURE INSTRUCTIONS. 0 11 6. PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS LnLn EGRESS UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK TW3 52-2 STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. N 4'-6" 4'-7" 4'-7" 4'-7" 5-7'/z" 8'-83/4" 8'-83/4" 7. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, Q' FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. 23'-10'/z" 17'-5'/2" PER CODE. 8. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE V „ APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 41-4 HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 9. ALL SPACED MULLS,VERTICAL OR HORIZONTAL,TO BE PROVIDED WITH QI 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. " EMU, _........_..._____......._ 10. INSULATATION (SEE RESCHECK FOR ENERGY COMPLIANCE FOR R-VALUES) L._......_......_._.___,_._..... ..............................._... 11. ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE E AREAS. N S PROJECT NORTH. 12. INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. PROPOSED 2ND. FLOOR PLAN SCALE: 1/4" = 1'-0" W DRAWN: SCALE: C JOB#: 7/30/2025 1' * SHEET NUMBER: 'k Ak =xx A-5 12 lo�* W 1-0 OH(TYP) �r«====ca�� Fcccc�c-coccocc�q fccc�-�xr+i O II 1 1 1 1 ,I rTl I, 1 I Y I 11 w 2X10 RR R16"OC 1 O, 1 1 1 1 � 12 a 1 , 1 � T, A 11 ' 11 1 11 II ' 'L ce 2X10 RR CED16"OC u � + xrn + 1 + 11 1 u 1 '1 �D W r.1,I It U 1 ,I W z II •_____-_-----_--__-�_____T 1 I 1 12 1 11 Con u u , a x12 F'-I ---a ------� `ll N V1 r� 1 + 1 1 11 N 11 1 1 1 1 1 y l 1 11 11 1 Y 1 1 1 `9! 1 11 + ' r 1 1 1-3/4X11-1/4 ML RIDGE 1 „ ________, POST DOWN TO Y „ 0 u +-------- _, r--- -, i t CEILING JOISTS POST DOWN TO 1 + BELOW 1 „ N 11 i i i CEILING JOISTS + ______ �- --4LL------- ' 12 u 1 `3 ---4------ ---- ------------- ------+ 'I O 1 1 1 BELOW , ' _12-' '� ,I 10 u I 1 1 8 ^ v [ r xis o It .1______________ 12 ° 00 ?-I v 2X10 RR p16"OC 0 � u 1 ' s W m lU �.� CJ) 0 9l� 1 ' 00 I N r+ll J 12 � 16 1 ' � � W O + ti -----. o i+ -� r-a +-�© 8 x -t �1- -� r- 1 12 m -4 2X8RR __-a k=--"'-"=-" 1 rT @16"OC 1. INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. W + r-2X10RR 0116"OC 2. ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. _______________ yl GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. 1 0 OH(TYP) 3. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS O v (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 0 0 FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. Uj PER CODE. Q' 4. APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. fn� Em� x 12 5. APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND N N 4 DIRECTLY TO THE DECK ALONG EAVES. 6. USE 15#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. 7. ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. Ln 8. INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. � USE GALVANIZED(ZINC COATED) ROOFING NAILS,11-12 GAUGE WITH AT QI LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. ICI USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT I� CUTTING INTO SHINGLE SURFACE. 9. GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. PROPOSED ROOF PLAN N S PROJECT NORTH SCALE: 1/4" = 1'-0" DRAWN: +A SCALE: t, ,, JOB#: 7/30/2025 SHEET NUMBER: A-6 1-3/011-1/4 ML RIDGE ASPHALT ROOFING w/ - 15#FELT UNDERLAYMENT - - 2X6 48"OC 12 OVER 1/2"CDX SHEATHING HOC, 2X8 CJ @16"OC BEDROOM No. 1 FAMILY ROOM O^ 1'-0"OH 3 11/4 11 1/4 H SHO11/4 11/2 11/4 LAV LAV' 0 Peal' 00 11/4 3 2 Lz 3 11/4 O 3'h RAILING(TYPICAL) C.O.I I C.O. 00 3 3 N 3/4"SUBFLOOR 15/4 DECKING 11-7/8 TJ1230 WOOD-1 FJ @16"OC — - — 1 va — - — 1 1/4 1 lrz Iva 11/4 1 Irz iH 13- SIDING PER OWNER BLOCKING BREAKFAST AREA 2X12 ACQ @12"OC SIN PRIMARY BEDROOM (TYPICAL)W.c. �� W.c. F�+•I• w/UNDERLAYMENT Cf1' ) rw . 1/2"SHEATHING SH OVER (3)2X10 ACQ 2X6 STUDS @16"OC GIRDER OX IN P) 1lrz 2 3 11/4 3 2 0 C.O.1 1 1/4 I C.O. 3 3 \ F� a _ 6X6 ACQ POST o� SLOPE"1/4"PER FOOT PITCH TO DRAIN TO APROVED (BOX IN) 4"C.I. SEPTIC SYSTEM LLE �l TRAP HOUSE PLUMBING - a U NG 3/4"SUBFLOOR1- — 1 5/4 DECKING SCALE: NOT TO SCALE 11-7/8 TJ1230 WOOD-1 FJ @16"OC 2X8 ACQ @16"OC N (4)1-3/4X11-7/8 (3)2X10 ACQ GIRDER(lYP) ML GIRDER ; 1.•:. �,w,. ;L DBL 2X6 ACQ SILL PLATE 1'. SILL SEAL,TERMITE SHIELD 8"PC FOUNDATION .^ O 5/8"ANCHOR BOLTS 36"OC LALLY COLUMN •� ;y� Q C° DAMPPROOF EXT. ,•„ 4.•• e.. in w/3X3 WASHERS AND NUTS (TYP) , m 4 4 24"X24"X12" cn N a o CONC. FTG cn m 1y u E. .•eP�••d. • X L1) ^ a U vi e�•' • O 16"X8"CONC.FTG 19 rn ch o 3'X3'XF FOOTING (2)#5 REBAR w/(3)#5 BAR ew w y CROSS SECTION A v Co - 0 8 .XO SCALE: 1/4" = V-0" >~ � U �r -:1 in CIS 00 Generated by REScheck-Web Software N w b(iCompliance Certificate R X DOUBLEVHUNG PICTURE:Wood Frame 30 0.290 0.320 9 10 SHGC:0.33 Proje-t TOTH PROJECT 2ND FLOOR WALL:Wood Frame,16"o.c. 1,300 19.0 0.0 0.060 0.060 62 62 FWG DOOR:Glass Door(over 50%glazing) 82 0.300 0.320 25 26 W SHGC:0.26 L Energy ode: 2018 IECC C—, r AWNINGS:Wood Frame z" ?' Locatlol: Southold,New York 54 0.290 0.320 16 17 L-.I II'-II SHGC:CASEMENTS: Constriction Type: Single-family CASEMENTS:Wood Frame Y�1 • ® ® ® :11 ® • • ® �r Project type: New Construction SHGC:0.32 14 0.290 0.320 4 4 f 1 r Project;ubType: None DOUBLE FILINGS:Wood Frame 116 0.300 0.320 35 37 O Conditimed Floor Area: 2,940 ft2 SHGC:0.31 GlazingArea 24% Floor:All-Wood Jolst/Truss 1,291 21.0 0.0 0.044 0.047 57 61 ® CllmateZone: 4 (5572 HDD) Compliance Statement:The proposed building design described here is consistent with the building plans,specifications,and other ® • Permit Date: calculations submitted with the permit application.The proposed building has been designed to meet the 20181ECC requirements in FnsrENEa TYPE: SPRnNG: Ll L Permit lumber: REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. _y Electic false No ewaouscBEvv ® slRenevabie false Name-Title Signature Date ansEo aeoaR wml xE•ac Na,DWODD-S tVwS Has Chfrger false ® Has Batery: false Bn RNoaB wml IE•oc Has Had Pump: false �) xin.EMBEIXaEM IENGIM �I 1/aln.ft.u(saEw 2..%sAML1H la•OC xin.r«eEnMEtrr uaiGrM 011 G__H ® s„�„�""DDD Construction Site: Owner/Agent: Designer/Contractor: tR•RPR BRTmTM 225 WLLIAMSBURG DRIVE U GPRDE RtTEwuTm T:xne cis III SOUTFOL T]oD,NEW YORK ® E: � Cn Ur RMRMATED:711V .S. „p,is 4• LI 5 .. e, SHGC: -IL IJ il IN Coin(lace.2.0%Better Than Code Maximum UA: 440 Your UA:431 Maximum GC: 0.40 Your SHGC:0.29 The%Beter or Worse Than Code Index reflects no,close to Compliance the house Is based on code tradeoff rules FASIEeIt TYPE: SPRANG: Mot It DOES hDT provide an estimate of energy use or cost relative to a mini ratan de home OFIx BRSEORrxMOBwmI Iva EiASEr oo-sERhW sTuro Slab-ongrade tradeoff,are no longer considered in the UA or performance compoanre path In REScheck.Each slab-on-grade • assemn m the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. V/PlDOW SDL xM.EMBEDMENT IBxnM Y gy � _TYPICAL WINDOW OPENING a.to wooD-saws PANEL SPAN EQUAL OR SMALLER can 151D Men ant aBEDta Ir oc Envelci THAN 4 FEET u n.de tAGsaEw BRSED o.NCNo9 wxTr Ic oc ® ® , xn EHeEDMWrltNcm TYPICAL DOOR OPENING . _r. ,-_. ••."� . 'm°`� �• d PANEL SPAN GREATER THAN 4 FEET Nn:tnnE Ptvwr000 RssEMeuB raster tTYPE SPR@1G: x-xxl DFtx WITH ST CONNECTED Gelling Flat Ceiling or Sassor Truss 1,291 300 0.0 0.035 0.026 45 34 AND EQUAL OR SMALLER TOGETHER wITM srAlNirss STEEL Bi,woodEst WIT tMGQwNIZEDBOLTSw/wRS— CEO RNclartwm' roc 1ST.FIOOR WALL:Wood Frame,16"O.C. 1,462 19.0 0.0 0.060 0.060 62 62 THAN 6 FEET AND nnS 0 x•a•o.c xin.EMBEmtENT lama (R^ xo.ID w000-scBews SOLID)OOR:Solid Door(under 50%glazing) 21 0.280 0.320 6 7 TYPICAL MULTIPLE OPENINGS BntDANciNN1— 9•0c: xin.EMBEDMENT ta'GTI GLASSOOOR:Glass Door(over 50%glazing) 21 0.260 0.320 5 7 * eW +f,�'� DRAWN: PANEL SPAN GREATER THAN 6 FEET SHGC 0.15 AND EQUAL OR SMALLER lRwmt tB•OC FWG DOORS:Glass Door(over 50%glazing) ( SCALE: THAN 8 FEET m EMBEDMENT uax;rH SHGC 0.26 161 0.300 0.320 48 52 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL CASEMENT WINDOWS:Wood Frame T, JOB#: SHGC 0.32 20 0.290 0.320 6 6 AS PER SEC.R301.2.1.2 NYS CODE:PROTECTION OF OPENING CASEMENT PICTURE:Wood Frame 7/30/2025 SHGC 0.3 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" DOUBLE FILINGS:Wood Frame 25 0.270 0.320 7 8 >�•, 'f SHEET NUMBER: . AND MAXIMUM PANEL SPAN OF 6 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO SHGC 0.31 146 0.300 0.320 44 47 ' � 4 - COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL SHGC ' CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. .l- ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. ProJectTitle:TOTH PROJECT Report date: 07/02/25 Project Title:TOTH PROJECT HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. Data filename: Page 1 of 2 Data filename: A- 7 •aj,,� 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. W KING STUDS ♦ O RAFTER WALL STUD ENDWALL CRIPPLE STUD RIDGE BOTTOM PLATE w HEADER LEDGER BATHTUB SIDEWALL DOUBLE JOIST O JACK STUDS RAFTER FLOOR USP NUMBER DESCRIPTION APPLICATIONO 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS F"y 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 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY CVER RIDGE TO EACH RAF 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE FM LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC dp WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERSJS'ON INTAIN SIDEWALL FLASHING NTILATION WOOD JOIST FOUNDATION -'" -'" _ TOP PLATE BLOCKING BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER 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 FASCIA Q O BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATIN ✓) FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE GUTTER U► INSTALL 4'0" O.C. THE SPACE VENTILATED. ALL WOOD GIRDER 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORON IN SCREENED VENT W 0RESISTANT METAL MESH W TH ONTIN. SOFFIT / EXT. PLYWOODr�ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF Ys INCH IN DIMEN . f� INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR GAP TO PREVENT CAPILLARY T TO ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDONN ANCHOR EACH RAFTER Q PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS ~ O 14" - 16" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS B" - 12" RAFTER RT20 1-1/8" x 20ga. TYDONN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT ►a-i 2ND. FLOOR WALL I ,' OF FLASHING O ROOFING LAPS BASE FLASHING 4 INCHES RAFTER R DGE CAP OF SAME I/ MATERIAL AS ROOFING BASE FLASHING WRAPS CORNERS,/ EXTENDS UNDER SHINGLES AT NAILED TO SHEATHING SIDES 4 INCHES AND LAPS SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST t•-I TOP PLATE GIRDER/HEADER cf) SIDE WALL FLASHING WOOD JOIST a v 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC AND ALL WINDOW DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD X ^' OJp ch � AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS Cn � V FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION X O n3 4 - 8 LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED � cz ON ALL OPENINGS KEEP SHEATHING MIN. 1-1/2" (� +, RAFTER PLATE RT15 TYDOWN ANCHOR CONNECT EACH RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH �4 V FROM PEAK TO ALLOW FREE C� INSTALL 4'0" O.C. / RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE THE PROPER STEEL CONNECTOR. � v If") a+ 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS p co ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS Ep c- PLATES TO EACH STUD p i Sa cz tt DBL. SILL PLATE U 4+ TERMITE SHIELD I m SILL GASKET ' , -SUB FLOOR U) WOOD JOISTS 00 p ��� ,o TYP. CONC. FOUNDATION CONC. SLAB • NEOPRENE �i 2 C n 6 MIL. POLY GASKET W DAMPPROOF EXTERIOR � • V� •",` , ' / 6MIL POLY ON EXTERIOR V GRANULAR FILL 2x6 2x8 CONTINUOUS WOOD PLATE i BOLTED TO STEEL BEAM WITH � V ^ ♦� STEEL COLUMN ' 2 O n , 19 ,`� I 1/2 " DIA. BOLTS ® 48" o.a. STAG. s �' CONC. SLAB • ' C I • C 'p a a•• ` i ROOF JACK ,%• ^ \ '. STEEL BEAM ° \.Q EC HOR BOLT EMBEDENT:�, COMPACT FILL IRED CONCRETE: 7" 4" x 1 i / ♦ ` /4" x 8" STEEL K WALL: 15" y • � • � „ � ROOFING LAPS TOP AND BOTTOM PLATE KEYWAY FOOTING e G FLASHING AT a s �is • CONC. FTG. p Q p G s USE WTH 3x3 SQUARE WASHERS WITH 1/2" x 6" ANCHOR BOLT Fy � > SIDES AND TOP �•�`, O ANCHOR BOLT CONNECTION 1/2" GROUT V • (USP LBPS58 OR BP583) 3" STEEL COLUMN p REINFORCING BAR I I I O � • ANCHOR BOLT CONNECTION FOUNDATION /8" DIA. ANCHOR BOLT 1 1 ( 10 KIPS ) (n DRAIN TLE • SUPPORTING MAXIMUM SPACING FLASHING LAPS SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING N ALL BOTTOM PLATE TO FOUNDATION 1_2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL CONC. SLAB I —SUB FLOOR 6X6 10/10 WWM I DOOR FRAME V COMPACT FILL , GARAGE �y JOIST (n DOOR I USE 2X8 o--STEEL BEAM hYy FOR BLOCKOUT 4" SLAB �I P.T. PLATE W/ 6X6 WMM \I SLOPE � 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT Qom, AT AIR SPACE ` 1 0 • • 7 1 2. (WITH A NAILING PLATE IF NEEDED) AT END AND .c '► RADE ' A •� "'Q""�"'�"i""+ • • • " G �� BEAMS F WOOD o O e' O •• s. • • ► TO BE APROX. 1/2'ALLOW OR HIGHER THAN STEEL BEAM TO ALLOW FOR SHRINKAGE 6X6 W.W.M. _a_ ._a_ �. _4_ `•s p — 1 s C p s (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) MIN. •e a • • A'p p /�•i \`NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM C •� a REINFORCING BAR s NOTCH EQUALS 1/4 DEPTH 0" BEAM O s C • '��e r—SUBFLOOR DRAIN TILE I� �I •O REINFORCING BAR e�• s p s•s ° II—II ---JOIST 12" • :• SHEET METAL / 30# FELT UNDER BEAM AT POINT • C 11.A O a p ►• • OF CONTACT WITH CONCRETE OR CONC. BLOCK _ • Q1 TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. s••°• 3 SHIMS TO LEVEL BEAM y� DRAWN: REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. ,� 3" MINIMUM BEARING SURFAC- FOR WOOD BEAM GARAGE DOOR BLOCKOUT SCALE:A BEAM POCKET " y JOB#: f 7/30/2025 SHEET NUMBER: A- 8 ,�p�► WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS w 4"MAX. GIRDER a"DIA.MAXIMUM }� O DECK NG DECKING I I DECK JOIST EXTERIOR EDECK JOIST z A WALL f 1/2'DIAMETER LAG SCREWS, CONTINUOUS FLASHING.EXTENDED (2) AG GALV. W S.S. W THROUGH-BOLTS WITH WASHERS PAST JOIST HANGERS,CAULKED TO CARRIAGE BOLTS WITH GIRDER T^� OR 5'LEDGERLOK SCREWS PREVENT WATER INITRUSION LEDGER FLOOR WASHERS AND NUTS V 1 AND JOIST FLUSH ON TOP JOIST CAULK TO PREVENT WATER SIMPSON CBS RIM BOARD INTRUSION LEDGER AND ANCHOR JOIST FLUSH ON TOP POST DECKING 1/2"DIA.EXPANSION BOLTS, � ♦♦�,• CONCRETE EPDXY OR ADHESIVE(PEP, •f,e PIER DECK/PORCH RAILING Q "MIN. MANUFACTURE INSTRUCTIONS) ���• Fes-{ FLOOR 1.5/8"MIN. w/WASHERS AND NUTS DECK JOISTS DECKING s"nvx. MIN. °••�!� DECKING DECKING ^ JOIST HANGER •yam`• �` DECK JOISTS F�+�1 FOUNDATION WALL >, a DECK JOIST RAILING ��•♦ .e 2X ACQ LEDGER BOARD 'w• DECK JOIST POST t . NOTE: • •�•I' BLOCK FOUNDATION f>,�t'e JOIST HANGER • °. • TO BE FILLED WITH FOUNDATION °•ire• GROUT AT ANCHOR ���°e • 2X ACQ LEDGER BOARD SIMPSON DTT2Z HOLD-DOWN WALL ,j yt°„• LOCATIONS RIM BOARD GIRDER GIRDER (MIN.2X8) DECKING LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL 2""MIN. 5 MAX DECK JOIST O ° 2"MIN. THROUGH-BOLTS THROUGH-BOLTS SHALL HAVE A DIAMETER OF 1/2".PILOT HOLES FOR THROUGH-BOLTS (2)1/2"GALV.OR S.S. 2X BLOCKING AT EACH POST SHALL BE 17/32"TO 9/16"IN DIAMETER.THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT SIMPSON CBS CARRIAGE BOLTS WITH ATTACHED WITH 10d THREADED SIMPSON CC HEAD AND NUT. ANCHOR WASHERS AND NUTS NAILS TOP AND BOTTOM EXPANSION AND ADHESIVE ANCHORS ANCHOR CONCRETE STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD POST PIER POST-TO-DECK CONNECTION 12"OC IN 2 ROWS TO A CONCRETE OR SOLID MASONRY WALL AS SHOWN IN LEDGER DETAIL.EXPANSION AND ADHESIVE ANCHOR BOLTS SHALL HAVE A DIAMETER OF 1/2".MINIMUM SPACING AND r:� 5-i/2"MIN.FOR 2X8 EMBEDMENT LENGTH SHALL BE PER THE MANUFACTURER'S RECOMENDATIONS.ALL 0 6-1/2"MIN.FOR 2X10 ANCHORS MUST HAVE WASHERS O 0 o A 5"MAX. 7-1/2"MIN.FOR 2X12 LAG SCREWS 4"MAX. 0 0 ® 3/4"MIN. LAG SCREWS SHALL HAVE A DIAMETER OF 1/2'.LAG SCREWS SHALL HAVE PILOT HOLES V L•I2"MIN. LEDGER LAG SCREW,THROUGH BOLT, DRILLED WITH 5/16"DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 1-1/2"UNTHREADED SHANK.LENGTH MUST PENETRATE BEYOND CONCRETE RIM BOARD A MINIMUM V2%LAG SCREWS AND WASHERS MUST BE GALVANIZED OR S.S. W LEDGERLOK SCREWS PIER a^DIA.MAXIMUM z LEDGERLOK SCREWS SHALL BE A MINIMUM LENGTH OF 5".LEDGERLOK SCREWS SHALL NOT BE USED FOR MASONRY,CONCRETE,BRICK VENEER,STUCCO,SIDING,OR RIGID FOAM 5 Q INSULATION.SCREWS SHALL BE A MINIMUM DISTANCE OF 3-3/4"FROM ENDS AND 1-3/4" •Q�' LEDGER BOARD FASTENER SPACING AND CLEARANCES FROM TOP AND BOTTOM EDGES. 24"X24"X12"CONC.FTG. HANDRAIL NOTES: �l Q 3'BELOW GRADE All required handrails shall be of one of the following types (ALT.:BIGFOOT FOOTING) or provided equivalent graspability. Z 1).Type 1.Handrails with circular Cross section shall have an ;o outside diameter of at least 1-1/4 inches and not greater O than 2 Inches.If the handrail is not circular it shall have a F/] 36"MIN. perimeter dimension of at least 4 inches and not greater N than 6-1/4 Inches with a maximum cross section of N dimension of 2-1/4 inches. ATTACH TO 1-JOIST 1/2"DIPMEfER LAG SCREWS, FLOOR SHEATHING NAILING AT 1/2"DIAMETER LAG SCREWS, WITH A MINIMUM THROUGH-BOLTS WITH WASHERS 2).Type 11.Handrails with a perimeter greater than 6-1/4 6'MAXIMUM ON CENTER TO THROUGH-BOLTS WITH WASHERS OF(19)Ed NAILS OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN JOISTS WITH HOLD DOWN OR 5"THROUGH-BOLTS L TS SCREWS SIMPSON DTT2Z HOLD-DOWN inches shall provide graspable finger recess area with h th sides of the profile.The finger recess shall begin with a STAIR RAILING distance of 3/4 inch measured vertically from the tallest I s portion of the profile and achieve a depth of at least 5/16 t s DECK s t inch within 7/8 inch below the widest portion of the SOLID SAWN DECK s t I JOISTS JOIST t 1.1/2"SPACE FLOOR JOISTS JOIST s t s profile.The required depth shall continue for at least 3/8 t—t s t inch to a level that is not less than 1-3/4 inches below the MINIMUM N +' t r THREADED ROD MAY BE tallest portion of the profile.The minimum width of the t THREADED ROD MAY BE MINIMUM 2X6X36" ROPED UP TO HI 1E handrail above the recess shall es hall inches to i I SLOPED UP TO 1:12 ATTATCHED TO JOIST AWAY FROM THE HOUSE maximum.0 2-3/4 Inches.Edges shall have a minimum HANDRAILS AWAY FROM THE HOUSE LWEB WITH(16)10d NAILS GIRDER radius of 0.01 Inches. X Lr) JOIST HANGER Q t--t JOIST HANGER GIRDER AND CLINCH O �41 11 a ' 0 U BALUSTERS M W 10d THREADED NAIL OR#10 WOOD SCREWS. U ` 16"OC EQUAL OR GREATER THAN 3"LONG, OPEN BALUSTER ATTACHED TO WALL O ; STAGGERED IN 2 ROWS LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK cf) (A Nt HANDRAIL CONNECTION t-H ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH • • OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS � ` 00 IF BEAM IS CONSTRUCTED WITH 3 MEMBERS (2)THREADED NAILS OR SCREWS AT EACH END OR SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN ATTATCHED OUTSIDE MEMBER TO THE SPLICE END;SPLICES SHALL BE LOCATED ONLY OVER CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL CV 6 FT.MIN.EXTENT OF BLOCKING INSIDE MEMBERAS SHOWN. INTERIOR POSTS � W PROVIDE AN EQUIVALENT GRIPPING SURFACE 1/2"DIAMETER LAG SCREWS, BEAM ASSEMBLY DETAIL ATTACH BLOCKING TO DECK WITH THROUGH-BOLTS WITH WASHERS 10d NAILS AT 4"O.C.STAGGERED OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN s t STAIRTREAD �] DECK t t • JOIST s RIM BOARD THREADED ROD MAY BE STRINGER ~ SLOPED UP TO 1:12 O MINIMUM 1-1/2"THICK FLOOR JOISTS AWAY FROM THE HOUSE BLOCKING.BLOCKS MUST (SOLID OR WOOD-1) JOIST HANGER GIRDER JOIST FILL BAY AND FIT SNUGLY CJ� W GIRDER/HEADER STRINGER TO DECK/PORCH CONNECTION Q LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK SPLICED JOISTS OVER HEADE�GIRDER r CONNECT TY-DOWN ANCHORS TO EACH JOIST F U CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NAILING SCHEDULE GROUND WIND SEISMIC FROST WINTER ICE SHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS JOINT DESCRIPTION QTy SPACING NOTES STRINGER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED ®16" G JOIST TO: 4-Ed COMMO PER TOE (2)THRU- Ile � MODERATE SLIGHT TO SILL,TOP PLATE OR GIRDER JOIST NAIL BOLTS 20 PSF 130 B SEVERE 3 FT. 11 NONE BRIDGING EACH TOE 1 TO HEAVY MODERATE To JOIST 2-Bd coMMo END NAIL 4 L P844 POST "dia. BLOCKING EACH TOE ANCHOR C PIER TO JOIST 2-Bd COMMON END NAIL WOOD JOIST t6"TREAD o BLOCKINGTO: 3-16d COMMO EACH TOE A 1). ALL FRAMING,CONSTRUCTION,COMPLIANCE TO BE PER 2015 IRC,2016 NYS UNIFORM SUPPLEMENT SILL OR TOP PLATE BLOCK NAIL E .i` CONC.SLAB s t EACH FACE GIRDER/HEADER r (AS REQ.) LEDGER STRIP 'A. TO BEAM 3-16d COMMO JOIST NAIL '•``°' _i 2). ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. WOOD JOIST r JOIST ON LEDGER 3-8d COMMO PER TOE tee' 8"dia. •r•.�`d DECK PIER 3). ALL FASTENERS,HANGERS,AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. To BEAM JOIST NAIL "• CONC. ;��! PER PLAN wYnR* y BAND JOIST 3.16d COMMO PER END 3�-�" ?`�• PIER rA., s, 'AI'.?�Y w TO JOIST JOIST NAIL FLUSH JOISTS WITH JOISTS WITH HEADER/GIRDER ;�; ";..• ,�t.�° ��• 4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. BAND JOIsr ro: @re��+ DRAWN. SILL OR TOP PLATE 2-16d COMMO FOOT TOE NML ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 4 r .,r •• 'rS•„ 1�, 5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. THE PROPER STEEL CONNECTOR. �� SCALE: IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS JOB#: 6). FLASH ALONG HOUSE WALL,OVER LEDGER WITH MIN.10"FLASHING. TO ALLOW FOR SHRINKAGE. $ '' 7/30/2025 SHEET NUMB OF 3' F 0 . s� CODE: 2020 IRC, 2020 NYS UNIFORM CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE GROUNE WIND SEISMIC FROST WINTER ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS R SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UN ERUIRED HAZARDS r/1 LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED V 1 20 PST 130 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUMUPLIFT LOAD CAPACITY. TO HEAVY MODERATE SOIL COMPACTION: Lr 71O 4"MAX. 1).CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# KING STUDS CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4"DIA.MAXIMUM 3).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS(TYPICAL).CONTRACTOR TO HAVE T^ RAFTER FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. V1 LEDGER O HEADER RIDGE DECK AND COVERED PORCH NOTES: 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. O Z All fasteners,hangers and anchors to be galvinized or stainless steel. 0 RAFTER JACK STUDS 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts ^ m Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2'dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG.USING 1/2'DIA.BOLTS 16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION JUSPNUMBER1 DESCRIPTION APPLICATION be 3 ft.below grade. STAIR RAILING LOCATION USP NUMBERJ DESCRIPTION APPLICATION 2x6-2x8 I LS26 118ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENIN S1 LSTA12 1-1/4"xl2"20ga.STRAP APPLY TO EACH JACK STUD 4).Deck joists to have blocking at 8'0 D.C.. ROOF I LSTA24 1-1/4"44"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER I 2X10 I LS210 118ga.SLOPE HANGER APPLY TO EACH RAFTER/LOGE ALL OPENINGS I RT3 OR RT71 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STU 5).Flashing shall be installed between the building and ledger.Lapping up the sheathing and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers 1-1/2"SPACE and nuts at 16'o.c. MINIMUM 6).Concrete piers shall be a minimum 6"above grade. HANDRAILST-1, RAFTER 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored to girder(s). RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. rTl 9).Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal POD for any contact with ACQ. TOP PLATE TOP PLATE Q Q BALUSTERS U► RIM/DECKJOIST p HANDRAIL NOTES: WALL STUD WALL STUD All required handrails shall be of one of the following OPEN BALUSTER ATTACHED TO WALL p �1 g types or provided equivalent graspabllity. HANDRAIL CONNECTION RAFTER TO PLATE/aUD CONNECTION Q1 1).Type 1.Handrails with circular cross section shall have an RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-114 inches and not greater Q ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH than 2 inches.If the handrail is not circular it shall have a CONNECT EACH Ca Y• OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLAT RT15 TYDOWN ANCHOR perimeter dimension of at least 4 inches and not greater Q CONNECT TO RAFTER TO PLATE' POST-TO-DECK CONNECTION SHALL NOT BE LESS THAN i-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR than 6-1/4 inches with a maximum cross section of I� CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVEL USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS dimension of 2.1/4 inches. CONNECT TO PLATES TO EACH STUD PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER 2).Type II.Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both 0 sides of the profile.The finger recess shall begin with a (V distance of 3/4 Inch measured vertically from the tallest N 4"MAX. portion of the profile and achieve a depth of at least 5/16 inch within 7/8 Inch below the widest portion of the 4"DIA.MAXIMUM - GIRDER/HEADER profile.The required depth shall continue for at least 3/8 inch to a level that is not less than 1-3/4 inches below the tallest portion of the profile.The minimum width of the GIRDER/HEADER a handrail above the recess shall be 1-1/4 inches to a maximum of 2-3/4 inches.Edges shall have a minimum JOIST POST/COLUMN u o e radius of 0.01 inches. � o :o POST/COLUMN `^ NAILING SCHEDULE tM dI U LO NAIL NAIL � m O GIRDER/HEADER ROOF SHEATHING* 0 Lf) .. JOINT DESCRIPTION NOTES �p ++ QTY. SPACING � v POST-TO-GIRDER/HEADER CONNECTION O �—' X STRUCTURAL PAN AS PER TABLE 3.8 O EL 8d w LOCATION USP NUMBER DESCRIPTION APPLICATION WFCM-SBC 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN v SPLICED JOISTS OVER HEADER/GIRDER CZ DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: O 00 + \ LOCATION USP NUMBER DESCRIPTION APPLICATION NAIL NAIL \ HOLLOW COLUMN SIMPSON STRRi/2 H.C. ANCHOR APPLY TO EACH COLUMN JOINT DESCRIPTION NOTES CJ JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOI USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS QTY. SPACING RAFTER TO 8'WALL 3-8d COMMO O EACH M V TOP PLATE IU WALL:4-8d COMMO RAFTER TOE-NAIL n �+ CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL Ln U + TO TOP PLATE 19 WALL:4-8d COMMO JOIST Cr C CEILING JOIST TO AS PER TABLE 3.7 EACH FACE N BEARING PLATE CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE O W o SiU PARALLEL RAFTER WFCM-SBC LAP NAIL cV a1 � '•• GIRDER OVER PARTITION WFCM-SBC LAP NAIL 14 o % ; COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM-SBC END NAIL WOOD JOIST BLOCKING EACH TOE �,,;; '•> 2-8d COMMON •;vq+;;.• �,,: TO RAFTER END NAIL •` 3 � RIM BOARD EACH END LEDGER tl :f(,t CONCRETE PIER •••� TO RAFTER 2-16d COMMON END NAIL W G GIRDER/HEADER ` [� WOOD JOIST WOOD JOIST J. WALL FRAMING: ` :.{.......... ' , ••� JOINT DESCRIPTION QTY NAIL SPACING NOTES O /• 1 . ... DOUBLE2x TOP PLATE TO PER CA FLUSH JOISTS WITH HEADER/GIRDER T•:::':::. 2-16d COMMO FACE NAIL ^""'Ij""'••� (MINIMUM) TOP PLATE FOOT CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT q.16d COMMO JOINTS FACE THE PROPER STEEL CONNECTOR. I OR BEAM INTERSECTIONS EA.SIDE NAIL y LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16"OC WITH WASHERS I LOCATION USP NUMBER DESCRIPTION APPLICATION W IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS ROD i I 1 STUD TO 24" FACE TO ALLOW FOR SHRINKAGE. (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE REQUIRED••••••.:.....{:.•I 2-16d COMMO s 1 ...• (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE STUD O.C. NAIL [� FOR STU s............. •" HEADER TO 16d COMMON 16"O.C. FACE ........ " ? HEADER ALONG EDGES NAIL FLASHING TUCKED UNDER i 1 TOP OR BOTTOM 2-16d COMMOt I PER 2x4 STUD END QI TOP PIECE OF SIDING AND PLATE TO STUD 3-16d COMMOt I PER 2x6 STUD NAIL LAPPED OVER FIRST CONTIN. i ?; ° BOTTOM PLATE TO: PIECE OF SIDING BELOW s-•••••••THREADED ROD PER :: FLOOR JOIST,BAND JOIST, 2-16d COMMO FOOT FACE NAIL 1/2"DIA.LAG BOLTS W/WASHERS CNW COUPLER NUT END JOIST OR BLOCKING CONNECTED TO BLDG.@16"OC STRINGER t'' POST DECK FRAMING: MINIMLM W i•• uI THRu- t :,�.,, JOINT DESCRIPTION NOTES "'� END DISTANCE NAIL NAIL BOLTS R•`•. ' ... :: _"... .::�il..........'`7 � " .. �•.:::. •....i:.s::"'• t QTY. SPACING •al.. JOIST TO: PER TOE r �wcHoa •4 i `. '• "�•• SILL,TOP PLATE OR GIRDER 4-Ed COMMO JOIST NAIL tC PIER "�:c •v MINIM M s , FLOOR FRAMING > 16'TREAD • s• •...-..�_...• e "a • o 'e•ENa AN(E BRIDGING EACH TOE 2X JOISTS ~'E•,•y i;. . .• • •"NC.5 • tr 12"x12"x12" 2-Bd COMMO t: '+ > TO JOIST END NAIL GRADE ;,Q C(OASREQ.JB 'T4 „Y:p:��••4;�Ja: CONCRETE FOOTING +i•. - +s^ BLOCKING EACH TOE 2-8d COMMO BLOCKING FOR JOIST HANGER = TO JOIST END NAIL m DECK PIER LAG BOLTS a•.. . > '•<. BLOCKING TO: EACH TO •Q • CONC. PE0.PLAN 3-16d COMMO � 3•-O a''PIER •' HOLLOW COLUMN UPLIFT SILL OR TOP PLATE BLOCK NAIL RIM JOIST/BD. A SIMPSON STRONG TIE MODEL STRRi/2 LEDGER STRIP EACH FACE • <. 4 INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POSE FTC.CONNECTION TO BEAM 3•16d COMMO 1nICT nlell a ¢ ILOCATIONI USP NUMBER I DESCRIPTION APPLICATION JOIST ON LEDGER 3-8d Cf " 4X4 POSE IPAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM DECKIPORCH LEDGER CONNECTION 6X6 POST IPAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH F00TINE BAND JOIST �.3-16dC DRAWN: TO JOIST g.r BAND JOIST TO. SCALE' SILL OR TOP PLATE 2-16d C, ai JOB#: 7/30/2025 SHEET NUMBER: - 10 GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS' W 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. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie it used in leu of a ridge strap,the number of 10d common nails required Q1Y. SPACING CONSTRUCTION NOTES' in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. BUILDING HEIGHT (SEE PLANS) RAFTER TO 8'WALL:3-81 COMMON EACH TOE-NAIL TOP PLATE 10'WALL:4-Ed COMMONRAFTER TOTAL SQ. FT.OF CONSTRUCTION (SEE PLANS) Q 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-81 COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE xj 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 TO TOP PLATE 10'WALL:4-Ed COMMON JOIST TOE-NAIL 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 FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES ^ State building codes.The General Contractor it 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 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 �•••{ 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(NO STORAGE) io w EXTERIOR(LIGHT FRAME)WOOD WALLS IS RAFTERS GREATER THAN 3:12 PITCH U180 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(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS HA80 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 O 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 FLOORS U360 These codes are to be considered as art 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(PLASTER,STUCCO) L/360 F''y p p $ FIRE ESCAPES 40 CONCRETE WALLS(6"THICK) 85 CEILINGS(GYPSUM) L/240 O 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 GUARDS AND HANDRAILS 200 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.20001bs EXTERIOR WALLS(PIASTER,STUCCO) W360 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 h+y First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) W120 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) U600 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 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 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 COMMONPER FACE NAIL 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 JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS 4-16d COMMON EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Sym.: HEADER TO 16"O.C. FACE 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 16d COMMON SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. 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 COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION W 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL1 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Q 0 , length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 2 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: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNE REQUIRED HAZARDS R HAZARDS f D Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. NAIL NAIL interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY. SPACING NOTES 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 17 NONE 2.4.4.2 and 2.2.4 resectively. - � P Q 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: 4-8d COMMON PER TOE TO HEAVY MODERATE a 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: 0 Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE l'-� x 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMONEND NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE E-+ P SHEATHING LOCATION NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 3000 p.s.i..Concrete to be TO JOIST 2-8d COMMONEND NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3 t/1 0 poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: N P g o Where a ride is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.C. d COMMON @ 12"O.C. SEE NOTES:1 (BOTH FIELDS) N to be minimum 3-1/2 inch thick.All fill to be compacted to 95/o relative density with $ 3-15d COMMON 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD 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. 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 3-15d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER PER TOE NOTES DECK AND COVERED PORCH NOTES: TO BEAM 3-8d COMMON JOIST NAIL 7).Dampproof exterior of foundation with bituminous coating as required by current 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 the below grade portion of exterior walls prior to backfillin All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-lid COMMONJOIST NAIL g p p $• 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, N v BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. cco di oU 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-lid COMMONm SILL OR TOP PLATE FOOT SEE NOTE:1 L\ Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. p FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. m O 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 0 X O r� QTY. SPACING 3 .Tabulated 4 inch o.c.nails acin assumes sheathin to rafter/truss framin members with G>0.49.For 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. ) spacing $ $ tt C� � below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PEt TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. u'' v g P g STRUCTURAL PANEL 8d 'tt 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: o gD o Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE �' �' U SHEATHING LOCATION NOTES O AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4 +� 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. NAIL NAIL U otherwise. JOINT DESCRIPTION +� n 4 Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) y where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD Ll7 U 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS D . V) Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O. . 8d COMMON @ 12"O.C. SEE NOTE:3 00 M 0 6).Concrete piers shall be a minimum 6"above grade. WALL SHEATHING' C4 v N openings.LVL headers to have(3)jack studs and(2)full length studs on each side of � W openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall NOTES 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL 1Z openings between 4'1 and GO and 2x6 wall openings between 5'll and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAI SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMM014 AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE W 6d COMMOf 6).Double up floor joists under walls that run parallel to the floor joist and under bathtu 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 Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM Sd COOLERS 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. on plans. WALLBOARD 10"O.0.FIELD U 2 Verify septic stem with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r )• fY P system $ h' P PP other access openings unless otherwise noted(typical). FLOOR SHEATHING: (V) 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL V) provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION 1).PROVIDE 5/B"TYPE-X SHEETROCK FIRE STOPPING AT 10-0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8).Dormers running up roof rafters are to be supported by double rafters on either side P q $ P P fi' QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1.Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 's+ HVAC SYSTEM NOTES 8d COMMO IN. 4Q ILL AFF FLOOR) 1"OR LESS 12"O.C.FIELD M(5.7 SQ FT.2 D N 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists under all bearing walls. NOTES: NYS Residential Code providR302.ed 1- cut o OCKING REQUIRED 1).Mechanical subcontractor it responsible for adhearing to all applicable codes and safety Flreblocking 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. 10).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 fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 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 fireblocked at Intervals not exceeding 10 feet 11).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 us n Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 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 SOIL COMPACTION: g parallel rows of studs or staggered studs. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all interconnections between concealed vertical and horizontals aces 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 P 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech I ood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings. p)^^ shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. Q adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: 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. 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. such as shear plates,Shall be Used t0 rlalntaln load path. DENSITY(PER ASTM D 698 AND ASTM D 1557).COMPACT THE 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 13).All bathroom walls to have 1/2' thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. 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. members,the tabulated number of nails shall be permitted 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, to have regular 1/2"sheetrock.All walls to be taped and finished. 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 bate sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G t ' l DRAWN: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAP AND BASES.USE WITH FLASHING CAPS TO CI SCALE: COVER TOP ' JOB#: 7/30/2025 ,tka SHEET NUMBER: