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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#: 51322 Date: 10/29/2024 Permission is hereby granted to: Fishers Island Club Inc PO BOX F Fishers Island, NY 06390 To: construct single-family dwelling as applied for per SCHD approval. Premises Located at: TBD, Fishers Island, NY 06390 SCTM# 10.-5-12.5 Pursuant to application dated 06/27/2024 and approved by the Building Inspector. To expire on 10/29/2026. Contractors: Required Inspections: DRAINAGE, FOOTING/REBAR, FOUNDATION 1ST, FOUNDATION 2ND, FRAMING/STRAPPING , PLUMBING , ELECTRICAL-ROUGH, FIRE RESISTANT PENETRATION , ELECTRICAL- FINAL, INSULATION , FIRE SAFETY INSPECTION , FIRE RESISTANT CONSTRUCTION , FINAL, Fees: Single Family Dwelling-NEW $1,796.50 CO Single Family Dwelling-New $100.00 Total $1,896.50 Building Inspector bra TOWN OF SOUTHOLD—BUILDING DEPARTMENT � Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 lltt.P8aYwww.SOLltholdtomin .go Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only �' y / ,1 4 r PERMIT N0. � Building Inspectors Applications and forms must be filled out in their entirety. Incomplete ,it applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization'form(Page 2)shall be completed. Date:6-24-24 OWNER(S)OF PROPERTY: - Name:Fishers Island Club SCTM # 1000-10-5-12.5 Project Address:East End Rd Fishers Island Phone#:631 -788-7225 Email:dcugini@ficlub.net Mailing Address:20449 East Main Rd Fishers Island NY 06390 CONTACT PERSON: Name:Scott Anderson Mailing Address:128 Boston Post Rd East Lyme CT 06333 Phone#:860-739-6913 Email:sanderson@ctvalleyhomes.com DESIGN PROFESSIONAL INFORMATION: Name:Ct Valley Homes Mailing Address:128 Boston Post Rd East Lyme CT Phone#:860-739 6913 sa nderson@ctvalleyhomes.com Email: CONTRACTOR INFO RIMATION: Name:Ct Valley Homes Mailing Address:128 Boston Post Rd East Lyme CT 06333 Phone#:860-739-6913 1Email:sanderson@ctvalleyhomes.com DESCRIPTION OF PROPOSED CONSTRUCTION RNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $800,000 Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ❑Yes MIND 1 PROPERMINFORMATION Existing use of property: 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'XNo IF YES,PROVIDE A COPY. kedof-ftTamb eck SoX After Regd'lr i it �r/' is .9 lstornll sto�mr bwesesp�vWedb!►.. tor�atloeof r� a. IIWAW, r riN kr�.l e t i le punt�hablease _ ��aa Enr rMlt�► " vi �� IG . . Application Submitted BY(Print name):-.- *uthodzed Agent ❑Owner Signature of Applica [Irate: G' (plpq/2091-1 STATE OF NEW YORK) SS: COUNTY OF Sse 41' 1 1 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained In this application are true to the best of his/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 play of 20 _ 44qv-?�+blic PROPERTY OWNER AUTHORIZATION (Where the applicant Is not the owner) residing at ..".. ... do hereby authorize M apply'bn my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date w Print O nees Name 2 Scott A. Russell BUMRVIBOR MANAGEMENT GEM ENT SOUMOLDTOMIULL-IF.0.13mc 2179 " Town Of Southold Win Road-SOMOIANHWYORK 119n1 �+ .CHAPTER 236 - STORMWATER MANAGEMENT REAR' ..FO f ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER.) - - - - - - - - - - - - - - - - - - - - - - APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) Date. Contact Information: µ - - Z 1EZW d a TzkPAane Numkrl Property Address / Location of Construction Site: r-- S.C.T.M. #: 1000 cb District Section Bloch tit TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT 0- Area of Disturbance Is less than I Acre. o&P.D E.S.P rltttt t R ulred I xProject does Not Discharge to Waters of the State o .. ,D.ES.Perml H c i ire+d i 13- Area of Disturbance is Greater than I Aare&Storm-water Runoff Discharges Directly to waters of the State of New York. THE APPUCANT JU&--OBTAIN, .b.I"»S ELM DIREgLY From N Y% D.E.C.Padtrr to Issuanlwe of a BuiM P ll. © - Area of Disturbance is Greater than I Acre&Storm-water Runof r Flows Through Southold Towns M54 Systems to Waters of the State of New York. "rim A PPI..ICANT MUST OBTA IN a V.D.El PerMit ft9yAh the Southold Town E ineeri De artnteii r r o i uance of A Bull 1 Pertnuit. Reviewed By: Aa�4 F'f)RM � eceived 2.� 5 i 1 We PRDxDE] PPE eE WDW Xm E ro DEM-DMT. EDFTE�M,_00)]Ma ED]roARm W.E,_ '- °° RME . MR E°•MM a E aN0 Ma] IRW M�1SIAW�L NOL&Nft.YIID UPSLRV„Of 11R.IM gN]y" DryDIr 'S"sE - 511E OENIDPYEM fM/M •xeYr AT - CD MP7.21m fREPAAFD FOR: fAMt MU wON�Nt IE�Ex Nc PDEE RnE15 53 m LQGtSYO#f MAP u 1"t+64G" n. e I. 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'd SUFFOLK COUNTY DEPARTMENT OF H LTM SERVICES lE•au g.Y.9�A PERMIT FOR APPROVAL OF CONSTRLEY T' �N F�A n• aE� catNx3. E SINGLE FAMILY RESIDENCE ONLY a MATE HS- � R.as�3Fs I r =.awsa axaa� �aEW� •aE AIWn.sw,oE.�e FAC FOR m m S E%PIRESTHREE YEARS FROM DATE OF APPROVAL 3� - • -- _ pg 9sgRj I # a � ) Erg s PAWRexr Pam.—� _.�< D.voPAn wPa —on V, 1 } NDA'tw Eaeo76 � UMY PUE - -.. K�A _Rl��La S �I]D.: N eP1XWxv full O t � bEnvE I CAI£ F f}iT Xn ra OVERALL SITE PLAN cs�a—�_ OF 4t4AP SEE ATTACHED SPECIAL CONDBT WswI®N 3 .. ,. . GRADING PLAN AND(®R PLOT CLAN "" STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCEPLAZA 99 Kathy Hochul WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 WWW.DOS.NY.GOV Walter T. Mosley SECRETARY OF STATE October 16, 2024 Mr. Kyle Nomhold Apex Homes 7172 Route 522 Middleburg,PA 17842 RE: M1168-2022-075 System Approval Extension #2 Dear Mr.Nornhold: This letter is to inform the code enforcement official that the New York State Department of State (DOS) has granted the extension of the expiration date to allow the construction of Factory Manufactured Detached One- and Two-Family Dwellings & Townhouse System of Models under approval designated M1168-2022-075. The Manufacturer shall be responsible for assuring that homes or components bearing insignias issued during the extension period comply with the requirements of 2020 Uniform Fire Prevention and Building Code which incorporates by reference the 2020 Residential Code of New York State. This extension will expire on December 16, 2024 unless sooner revoked or replaced by full approval of the System Code Update renewal Ml 168-2024-073 currently under review for compliance with the 2020 Residential Code of New York State. A copy of this letter shall accompany plans and specifications submitted for a building permit and deemed a duplicate original. I am hopeful that you will find this extension of assistance. Sincerely, Don Thomas Jr., RA/AIA/CEO—Assistant Director Division of Building Standards and Codes cc: Harold Raup&Michelle Baker—PFS Corp. STA EOF K Decrtment STATE OF OPPORTUNITY. of Late PFS Corporation d/b/a PFS TECO (PFS,PTECO) An Employee-Owned Company \Z=:/ Kyle Nornhold June 10,2024 Apex Homes, Inc. 7172 Route 522 Middleburg,Pennsylvania 17842 Re: Apex Homes,Inc.,Middleburg,PA NYSDOS Systems Approval No. M1168-2022-075 Submittal: #18104, Spec Residence at Lot 12.6 East End Road,Fishers Island,NY Suffolk County Dear Mr.Nornhold, Enclosed please find one (1) electronic copy of the accepted documents for the above referenced manufacturer. PFS Corporation has completed a review only of the enclosed documents and found them to be within the approved systems documents on file with New York Department of State Codes Division and comply with the 2020 NYS Uniform Fire Prevention and Building Code which incorporates the 2020 Residential Code of NYS, 2020 Energy Conservation Construction Code of NYS and 2017 National Electrical Code. The review provided by PFS Corporation is to verify compliance within the approved systems documents only. The Design Professional of Record is responsible for the accuracy and compliance of the attached plans. To the best of our knowledge, these plans have been found to be within compliance with the State of New York Rules and Regulations, Department of State, Title 19 (NYCRR), Chapter XXXII Division of Code Enforcement and Administration, Part 1209 Regulations and Fees for Factory Manufactured Buildings. This is a file copy for your records, review and approval. Should you have any question,please feel free to call this office at any time. ash Sincerely, Harold' Raup%' , a � �fi Harold Raup Plans examiner Supervisor NER/SER harold.rauD(@t)fsteco.com Northeast Regional Office Eric: As stated above. Cc: PFS —File copy Donald Thomas, Jr., AIA (DOS) 570.184.8396 • 1115 Old Berwick Rd. • Bloomsburg,PA 17815 T O TESTED WWW.PFSTECO.COM MARKS YOU CAN BUILD ON DIVISION OF BUILDING STANDARDS AND CODES STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA KATHY C. HOCH 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 ROBERT J. RODRIGUEZ TELEPHONE:(518)474-4073 SECRETARY OF STATE WWW.DOS.NY.GOV August 2, 2022 Mr. Kyle Nornhold Apex Homes, Inc. 7172 Route 522 Middleburg, PA 17842 NYS RESIDENTIAL MODULAR SYSTEM RENEWAL NEW SYSTEM APPROVAL NUMBER: M1168-2022-075 PREVIOUS APPROVAL NUMBER: M1168-2020-042 Dear Mr. Nornhold: In reference to your written application for approval received June 17, 2022 to construct Factory Manufactured Detached One-and-Two-Family Dwellings and Multiple Single-Family Dwellings (Townhouses)System of Models designated M1168-2022-075 is hereby approved to allow such construction in compliance with the 2020 NYS Uniform Codes (2020 RCNYS). This approval is authorized under Title 19 NYCRR Part 1209 and will remain in effect until August 2,204, unless sooner revoked, and is subject to renewal at that time:. A revision in the adopted code versionalso warrant a revision in this approval. The conditions of this Systems Approval also include the following: Construction Classification: Type VB Maximum Ground Snow Load: 120 PSF Seismic Design Category: A, B, C or DO Townhouses shall be designed to Seismic C or DO (Per 2020 RCNYS Section R301.2.2) Wind Speed: 115 mph to<_139 mph Vult Wind speed >140 mph will require engineered design. Individual Model's located in re ions havil a ultirnate wind's eed of 148J miles er hoLrr or refer shall he ,submitted to the Division for review and a a:. Exposure Category: B, C (standard) or D (optional) Climate Zone: 4, 5, and 6 Additional Conditions: See the System Cover Sheet for Wind Design Methodologies used in; "Hurricane Prone Regions" and "Non-Hurricane Prone Regions." 1. The manufacturer will submit their Monthly Permit Report summarizing (listing)all permit sets with information about project location, dwelling type, production serial number, and approval number. 2, Individual permit sets are to be submitted to your independent third party agent for review prior to fabrication. Any deficiencies that are found will be reported to the Manufacturer and corrective actions shall be immediately undertaken. Every sheet of each permit plan set submitted shall be signed and sealed by a licensed design professional registered to practice in New York State. The design professional must also provide a statement on the cover sheet of the permit plan set that certifies the plans have been developed from the original systems set of plans and specifications. Additionally, the certifying design professional shall not be in any way affiliated or associated with the manufacturer's third party quality assurance agency. The following statement may be used to provide this certification; "The plans and specifications of this permit plan set are derived from and consistent with the systems set of plans and specifications approved and on file with the Department of State, which were approved on August 2, 2022 under Systems number M1168-2022-075." Page 1 of 3 The approval identified above is limited to all construction that takes place in the factory. Site related work including installation and connection of the building and/or components,foundations, mechanical connections, stairs, decks, etc. is the responsibility of the Code Enforcement Official. The presence of the insignia of approval shall be presumptive evidence that the factory manufactured home or component complies with the provisions of the 2020 RCNYS. If the code enforcement official believes that any factory manufactured component is in violation of one or more provisions of the above referenced code, he/she should contact the DOS for further review and/or determination. 3. All trusses designed for use in Modular Buildings shall meet the requirements of the 2020 RCNYS and the design methodology associated with the ASCE 7-16 design standard. Individual permit plan sets shall provide as a minimum the following information (but not limited to): Cover Sheet which provides information on: • The homeowner/project name, project address including Zip Code and County location • Structural design criteria listing applicable design loads such as ground snow load,seismic design category, wind speed, live loads, dead loads, flood hazard, etc. • Applicable building codes and design specifications • Energy code information including method of compliance, the climate zone used for thermal design parameters, and a statement by a design professional certifying that the plans are in compliance with Chapter 11 Energy Efficiency of the 2020 RCNYS. • The Occupancy Classification, Type of Construction and square footage • Applicable general notes • Index of drawings • Manufacturer's title block • List of items NOT being provided by the modular manufacturer • Verify the intended foundation type and show height above grade, and if the AHJ has determined whether the home is three stories above grade and required to be equipped with an NFPA 13D Sprinkler System. • Additionally, you must verify the location of the building on the lot according to the 2020 RCNYS Section R302"Fire-Resistant Construction". Identify the lines used to determine fire separation distance and provide protection complying with Table R302.1(1)"Exterior Walls"and Table R302.1(2)"Exterior Walls—Dwellings with Fire Sprinklers" and Table R302.6"Dwelling-Garage Separation". Foundation Plan (informational only) showing: • Identify all uniform and concentrated gravity loads in addition to all sliding, uplift, and overturning loads imposed on the foundation by this specific model, all of which need to be used by a design professional in developing the final foundation design. • Anchor bolt/hold down locations and spacing, specialty anchor locations and types • Stairwell location and framing enclosure if required to complete the conditioned space enclosure Floor Plans showing: • Location of the"insignia of approval" • Room names with square foot area. • Amounts of required/provided light and ventilation and emergency egress window locations • Location and amounts of wall bracing based on Table R602.10.3 and length requirements based on Table R602.10.5, including the requirements specified in Section R602.11 for Seismic Design Categories"DO, D1 & D2" • Location/type of fire rated wall assemblies • Stairs with direction up or down • Doors, egress windows and safety glass locations • Header and beam sizes • Attic access locations • Locations of cathedral or vaulted ceilings • Applicable project specific notes Building Cross Sections showing: • Identification of structural members and roof system • Vertical dimensions floor to ceiling and bottom of truss • Materials used in roof and wall assemblies Page 2 of 3 Insulation locations and types, sizes and "R"values • Field completed insulation assemblies • Building integration details (module connections) Location/type of horizontal fire separation and required fire blocking * Roof truss bracing and structural connections (uplift, lateral, etc.) Attic ventilation • Applicable project specific notes Building Elevations showing: • Floor to floor wall heights • Finished grade line with distance to 1st finished floor to show need for compliance with R313 for automatic sprinkler system. Show building mean roof height(MRH) • Siding materials • Window types, ventilation and egress area, U values • Statement concerning code required field completed items(stairs, landings, decks, handrails, lighting, etc.) • Label emergency egress windows • Applicable project specific notes Electrical Plans showing: • Smoke and carbon monoxide detector locations • GFCI outlet locations and arc fault protection provided • Junction box locations for field connections and miscellaneous future installations • Ventilation fan capacity and outlet locations • Electrical load calculations • Electric panel, Lighting and outlet locations • Applicable project specific notes Mechanical/Plumbing Plans showing: • Drain, waste and venting layout including all pipe sizes (specific to permit set) • Potable water supply piping (specific to permit set) • Type and location of domestic hot water heating system • Type and location of HVAC equipment and duct sizing information • Heat loss calculations (if HVAC is provided by manufacturer) Miscellaneous Plans and Details showing: • Manufacturers truss drawings including special requirements addressed such as sliding, drifting or unbalanced snow load conditions • Completed "Notice of Utilization of Truss Type Construction"form. (Title 19 NYCRR Part 1265) • Summary of references to system for selection of structural members • REScheck energy compliance reports (specific to permit set) • Window and Door Schedules providing manufacturers' information It should be noted that each page of drawings and calculations shall be signed, sealed, and dated by a New York State registered design professional. This approval is subject to the condition that all construction is to be in conformance with the 2020 New York State Uniform Code (2020 RCNYS). A copy of this letter shall accompany all plans and specifications submitted as part of a permit application to the local jurisdiction. Prior to shipment from the factory each manufactured home, model and component shall have securely attached thereto a NYS Insignia as stipulated in Part 1209 of Title 19 NYCRR, paragraph 1209.5. The Insignia of Approval Order form is available by emailing me at: donald.thomas@dos.ny.gov Please Note: Use the NEW System Approval Number(at the top of this letter)when ordering Insignia. Sincerely, Don Thomas Jr., AIA/CEO—Senior Architect Attachment: NYSDOS Stamped set of pdf Systems drawings cc: Harold Raup and Renee Moist- PFS Corporation Page 3 of 3 _000/w4tx C"44'o . 7172 ROUTE 522,MIDDLEBURG,PA 17842 PHONE: 1-800-326-9524 * FAX: 1-570-837-2346 Electrical Load Calculation Ref Article 220-82 N.E.C. Date: 5/23/2024 Mfg: Apex Homes, Inc. By Adam Smith Model QN-18104 2442 Story Air Conditioning(100%) Watts or Volt-Amps Central Electric Space Heating ( 1 x.65)* N/A Less than 4 separately controlled space ( x.65) N/A heating units 4 or more separately controlled space ( x.40) N/A heating units *Use the larger of the air-conditioning load or the diversified demand of the heating load Watts of Circuit Wire Volt-Amps Ampacity Size Other Loads: General Lighting: ( 23.67 x 42.0 = 994 x 2 = 1,988 x 3 )= 5,965 15 14/2 w/gr -(Projections) ( 0 x 0 = 0 x 1 = 0 x 3 )= 0 15 14/2 w/gr -(Projections) ( 0 x 0 = 0 x 0 = 0 x 3 )= 0 15 14/2 w/gr -(Projections) ( 0 x 0 = 0 x 0 = 0 x 4 )= 0 15 14/2 w/or Small Appliances ( 4 x 1500 ) 6,000 20 12/2 w/gr Laundry (1500 watts) 1,500 20 12/2 w/gr Dryer 1,500 30 10/3 w/gr Water Heater 4,500 25 10/2 w/gr Range(use nameplate rating) 12,000 40 8/3 w/gr Dishwasher 1,400 15 1412 w/gr Garbage Disposal N/A 0 20 12/2 w/gr Subtotal: 32,865 First 10 KW of loads @ 100% -10,000 Remainder of loads @ 40% 22,865 x 0.4 9, 446 A/C Heating Load Total Calculated Load 19,146 '""w ' •8 Required Service Size= 19,146 /240 80 Amps $ Installed Panel Size= 200 Amps 0(9 4 2. May 28, 2024 Heat Loss Calculations Customer I File Name: 3E18104 IST FLR Room Name: (1stfloor) BED 4 L.Ifi .104cm ffc]-le N BATH 4 MUDROOM RATH5 BEDS Length (feet in decimal) '4 Width 16 2 7 12 1 a 8 Exterior Wall length 28 �AQ 26 7 8 �26 Ceiling Height Area Loss(UXA) Area Loss(UxA) Are. Loss(UxA) Area -oss(UxA) Area Loss(UxA) Area Loss(UxA) Pies L=s fLW Area Loss(UxA) Area Loss(UxA) Area I—(U.Ai Ae. L- (LkM Windows (U value) 0 0 00 0 - 00 00 MEMO 00 0.0 00 0.0 oLo 00 0.0 0,0 5z 0,0 2-0 1-19 0,0 00 co _o 49 %7 43 13.1 Doors (U value) a 0,0 35 aO 1 0,0 ox 0.0 ao 0,0 011 -0.0 0,0 0,0 00 O'D 0.0 0,0 a ixo 0,0 000.0 2=2 1 5�5 0.0 0,10 010 0.0 0,0 0,0 Ext Walls (U value) 0,048 175 84 25425 12,2 14166 6,8 34 1-eii 573 28 15835 7,6 a 0.0 0 O'D 0 0,0 0 00 0 0,0 0 0 00 0 0 0 .3 go 0 O'd 0 110 0 00 0 00 0 0.0 U 0 0 00 0 0 0 Floors (U value) a 053 192 102 336 178 88 47 56 310 56 10 168 89 0 00 0 O'D 0 00 0 00 0 00 a 0 ao 0 00 0 0-0 0 0,0 0 0:0 0 Q:O 3 00 0 0.0 0 0.0 0 on 0 RD Ceiling (U value) 0 G27 192 52 336 91 68 24 56 11-5 56 15 168 4-.5 0 0-0 0 0.0 0 0.0 0 00 0 00 0 0 00 0 00 0 0 00 0 0.o 0 O.G. 0 0-0 0 00 0 0,0 a 8,10 0 go finfUtiration Volume Volume Volume Volume Volume Volume Volume Volume Volume Volume Volume 0,016 1536 25 2688 43 704 11 448 7 448 7 1344 22 0 01 0 0 0 0 0 0 a 0 Total(U x A) 63 W 31 19 16 57 a 0 0 0 0 Design Tamp 78 5408 R BTU IT 492 TU_T BTU I BTU BTU 8472 2626 BTU 1408 BTU IT 1 0 Required d 0 RaqT'Ired 0 Required Heat Loss(UxAxT) Required BTU U Required 1 1611 Required ired Required equ Require Required 8 Required 1 0 Required got Water(550 BWs PLF) 11 17 6 1 4 3 10 0 0 0 0 0 MeOrle (250 watts PLF) 7 11 4 1 3 2 7 0 01 1 1 0 ow Length ON Length ON Length Qty Length aty Length oty Length Oty Length ON Larighi CRY Length CRY Length Oty Length Electric Baseboard Dimplex Series BTU N ME 0 Provided Provided .BTU BTU provided applies to Dimplex BTU BTU RE BTU BTU 0 P BTU BTU U 0 BTU Provided 0 0 Provided Series electric baseboard Provided Provided Provided Provided Provided MEMO ded ided Provided H'I 1st Floor BTU Loss Dimplex LCM Series Dimplex LC Series 24454 Length l LCM 25" LCM 30" LCM 40" LCM 50" LCM 60" LCM 75" LCM 90" LCM TKH Length LC 20" LC 25" LC 30" LC 36' LC 4a' LC 50, LC 60" 2nd-Flonor BTU Loss. 1250 15001- LO Watts 500 750 1000 1250 1500 20226 BTU 17GS 1 2559 3412 4265 5118 1 6824 1 8530 L_6142 BTU 1706 6824 8130 —Total BTU Loss 44680 },_AT LOSS ali REOL-REle'NTS 8A4-Z ON T-E FOLLOW NG: 1,ELECTRIC HEAT(SUPPLIED&INSTALLED ON-SITE BY OTHERS PER ALL STATE&LOCAL CODES) 1,1 ELEMENT LENGTHS ARE BASED ON 250%VATTS/FT 7-FWBB HEAT(SUPPLIED&INSTALLED ON SITE BY OTHERS PER ALL STATE&LOCAL CODES) Z,ELEKNT"D CF I GAUt USING WPIPE OF N MAXIMUM ELEMENT LENGTH PER LOOP(INDUSTRY STANDARD) To STAY WITHI N A 20*TEMPERATURE DROP N—T TOTAL WAT`TS PIPESIZE MAX ELEMENT LENGTH 0 1/2"PIPE 25..G. 314"PIPE -T-T co 1"PIPE 104'.0" 1 1/4"PIPE 144'-U' 0 9.1 1st Floor of 2-Story 347 Sill, May 28, 2024 Heat Loss Calculations Customer/File Name: A18104 2ND FLA Room Name: (2nd floor) BED BATH BED BATHS STORAGE BATH BED Len th (feet in decimal) 12 8 17 12 8 8 14 .Width 16 12 12 8 7 12 12 Exterior WalI length 28 8 28 20 8 8 26 --- Ce4in Height 8 M. 6 8 6 8 6 Area Loss(UxA) Area Loss(UvA} Area Loss€ iA} Area Loss(UxA) Area Loss(UxA) Area Loss(UxA) Area Loss(WA) Area Loss(L&4 Area Loss(UxA) Area Loss(UxA) Area Loss(UxA) Windows (U value) -.- 00 i}0.. 00 Ott 0a 0,0 Qo 0.0 00 0.0 00 0.0 0,0 _ c c 0.0- 4.\ m. o, 0,0 c. 00 0.0 \ ��_ 9 14,7 11.67_. 35 45'.98 14.7 18.34.... 5.5 0-4 7 21 50 1c,0 0,0'. 0.: 0,0 0,0. Doors (U value) o cO.e 0,0 Q. ._ 0.0 D _ 0.0 1100' 010. 0.0 0.0 0.0 0_0 0.0 C10 010. 0 0.0 Olt `- 0.0. 0.0_..... 0.0 0.0 0.13 0.0 0.0 I 00 0.0 0,0 0-0 Ext Walls (U value) 0.048 175 &4 52.33 2.5 175.04 &4 141.66 &S 64 3.1 57 2,7 158 7.6 0 0.0 0 0.0 O 0.0 0 0.0 0 0 OLO 0 0.0 0 0,0 0 0.0 0 #'0 0 00 0 0.0.. 0 0,0 0 0.0 0, 0G 0 0.0 Floors (U value) 0 192 0.0 96 fCLO 204 0.0 96 00 56 0:0 96 0,0. 168 0,0 0 0.0 0 O7o 0 0.0 0 0.0 0 0.- 0 O,0 0 0.0 0 0;D 0 0,0 0 3:0 0 a 0 3aa 0 00 0 00'. 0 '41-0. Calling (U value) 0 027 192 52 96 26 204 55 96 26 56 is 96 26 168 45 0 0-0 € 00 0 0.0 0 00 0 0 00 0 0 0 00 0 0.0 0 0.0 0 0.0, 0 F,.O 0 00' 0 0.0 0 0,_ 0 00 Infiltration Volume Volume Volume Volume Volume Volume Volume Volume Volume Volume Volume 0.016 1536 25 768 12'. 1632 26 768 12 448 - 768 12 1344 22 0 0 0 0 0 0 0 0 Total[U x A) 53 2! 55 2=7 1<' 20 49 0 0 0 a Design Tamp 78 BTU BTU BTU BTU I BTU BTU BTU BTU BTU BTU BTU Heat Loss(UxAxT) Required 4535 Required 1793 Required 4694 Required 2332 Required 1008 Required 1692 Required 4172 Required 0 Required 0 Required 0 Required 0 of Water(550 STU's PLF) 10 4 10 5 _- 3 4 9 0 0 0 0 ectric (250 watts PLF) 6 3 7 4 2 -- 3 - 6 0 0 0 0 ON Length oy Length ON Length oy Length Qty Length oy Length Oy Length Oy Length oy Length oy Length ON Length Electric Baseboard Dimplex Series BTU provided applies to Dimplex BTU BTU BTU \\��. BTU WE' BTU \�\" BTU \\���- BTU \ BTU BTU BTU BTU \� \�= \ �\a \'. � � �� \ d 0 ov'ded 0 Provide 0 Provided 0 Series electric baseboard only Provided _ Provided '\�� Provded \ Provided 1\ Provided \�� Provided \�\ Provided Provide Pr I Pr DimP'fx LCM Series _.. - em DIMplex LC s. 20226 WVth LCM 25" Lem 3W W 4D LCM ST LCM 60" LCM 75' LCM 90"I LCM TKH LC 29' LC 25" LC 30 LC 35 I LC 40" LC 50" LC 60" F Watts 500 750 1000 1250 1500 2000 2500 1800 500 750 1000 1250 1500 2000 2500 BTU 1706 2559 3412 4265 5118 6824 8530 6142 1 1706 2559 3412 4265 5116 6624 8530 0 € .AT LOSS BTU REQUIREMENTS BASED ON Tl,>FO;.LC f..ELECTRIC HEAT(SUPPLIED&INSTALLED CNFSITE BY OTHERS PER ALL STATE&LOCAL CODES) 1.1-ELEMENT LENGTHS ARE BASED ON 25C WATTSIFT Z.HWBB HEAT(SUPPLIED&INSTALLED ON-SITE BY OTHERS PER ALL STATE&LOCAL CODES) i.ELEMENT LENGTHS ARE BASED COSMKLr!j 1B0'WAIER EMF_ATA FLf-WPAT€ S st 1 MAXIMUM ELEMENT LENGTH PER LOOP(INDUSTRY STANDARD) '\ r p # TO STAY WITHIN A 20'TEMPERATURE DROP ,N D �^ PIPIESIZE MAXEUE N-TLE T. TOTAL-v�A � � 12"PIPE I Z5'-o" Sid.ELB8 77 Q �i°1 3/4"PIPE 67'-0" CIO - 1"PIPE lDr c-.... 1 1/4"PIPE-- 144'-0" 89342' 2nd Floor of 2-Story May 28, 2024 Generated by REScheck-Web Software Compliance, Certificate Project A18104 Energy Code: 2018 IECC "0 Location: Suffolk County, New York " Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 994 ft2 Glazing Area 24% Climate Zone: 4 (5999 HDD) Permit Date:' Permit Number: May 28, 2024 All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: Fishers Island, NY Adam Smith Apex Homes of PA LLC. 7172 ROUTE 522 MIDDLEBURG, PA 17842 5708372333 asmith@apexhomes.net Compliance: Passes using ILIA trade-off Compliance: 5.7%Better Than Code Maximum UA: 265 Your UA: 250 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Eamelope Ass-embli S Gross Area Cavity Cont. Prop. Req. Prop, Req. Perimeter Ceiling (behind kneewall): Flat Ceiling or Scissor 623 38.0 11.0 0.023 0.026 14 16 Truss Ceiling 1 (compressed R-38 insulation): Flat Ceiling 336 32.0 0.0 0.034 0.026 11 9 or Scissor Truss Wall (2nd fir): Wood Frame, 16" o.c. 747 21.0 0.0 0.057 0.060 32 34 Window: Vinyl Frame 184 0.300 0.320 55 59 SHGC: 0.30 Wall 1st fir: Wood Frame, 16" o.c. 747 21.0 0.0 0.057 0.060 31 32 Door: Solid Door(under 50%glazing) 22 0.160 0.320 4 7 Door 1: Solid Door(under 50%glazing) 22 0.250 0.320 6 7 Report date: 05/23/24 Project Title: A18104 Re P Data filename: Page 1 of10 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Window 1:Vinyl Frame 167 0.300 0.320 50 54 SHGC: 0.30 Floor:All-Wood Joist/Truss 994 19.0 0.0 0.047 0.047 47 47 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Adam C.Smith-Draftsman ,� � fry f, 5/23/24 Name-Title Signature Date W 0 g342. 1 May 28, 2024 Project Title: A18104 Report date: 05/23/24 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a crude:requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. it, c r / /, r, r ,,,, / ,/ ✓,ir, /%ar.... , . c //// / /,/ ✓ ,,.// ., /,/ / i /i /it i / 1, i//%/, % //%////,/�/////�// ,i, a �/ �„r�r,,,�i/�/„i/ // i,,i.i r/ii a�/�0�,.///�%G/(rre%I//1 RI 1 r I� ,/ /ii< / „✓ /�e,/,��, r,,, n, �i/ ., i/�i,,,i ,r!r ,/o ;iii,ri/r�/////, ./�/, .,(u/ ,/r ,/ %,�rii%/%£.'a%%//i i.:,ii/;/r/, ,r2 rr ram, %,i�,�uf�r!r(���,.�. r�/ r ,�,%�I; ,�. �... /v/l i;,m,.. g� ci �r Gip�i . , / r r 103.1, ;Construction drawings and ❑Complies 103.2 "documentation demonstrate I j ❑Does Not " I �I 'i o [PR1)1 ;energy code compliance for the ❑,Not Observable I building envelope.Thermal "envelope represented on ❑'toot Applicable "construction documents. B 103.1, „Construction drawings and ❑Complies 103.2, a documentation demonstrate ❑Does Not 403.7 "energy code compliance for ❑",Not Observable ; [PR3)1 "lighting and mechanical systems, ��;�, nSystems serving multiple ❑Not Applicable dwelling units must demonstrate :compliance with the IECC "Commercial Provisions. " ��p%� Heatin and cooling equipment is: Heatpn k Heatin '❑Complies ; l g' 9 ir%� sized per ACCA Mann ual S based d Btu/hr � Btu/hr "❑Does Not ion loads calculated per ACCA Cooling: 9" Coolin I J or other methods ❑Not Observable : Btu/hr Btu/hr ❑Not Applicable ed by the code official. Po j i a Additional Comments/Assumptions: of W .a0�� y CO 9341' E81 May 28, 2024 1 High Impact(Tier 1) �+�� Medium Impact(Tier 2) ' Low Impact(Tier 3) Project Title: A18104 Report date: 05/23/24 Data filename: Page 3 of10 rr ,r ,o;✓ire „� ,/ ��/�/// /„. r, /rill... ,,,///. .r rir/ //;,,,//r✓ri rr/ „i/ ,rr /,.. �... / �iir ,// r i rr'(% A protective ing is to protect exposed erxteriorinsullation ❑Complies p p e❑Does Not sand extends a minimum of 6 in. below a �r ) grade. 9❑Not Observable, �f g I❑Not Applicable j Snow-and ice-melting system controls;❑Complies installed. ;❑Does Not ;❑Not Observable I ❑Not Applicable Additional Comments/Assumptions: 0 0 1"� I� May 28, 2024 1 High Impact(Tier 1) ��; , Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: A18104 Report date: 05/23/24 Data filename: Page 4 of10 r r r ,,, r / ,a r ,,/ i/ r... J,r/// % /% ;r ��. � l�/i rr. i/ r /,r, �/%%%r / /,. ,;,. ,(�,. .;✓br �, % /r,,,r��/�..f....arr���a., , r,��;%/%,r„i,., G�rf///ii.. %i.!f /�I %f� ,./, ,'G ✓,r,.. .,,I 1 rrir ,r / r /, /.r ii/ii.i //,/,., r rr //r, // ,ri�� /r, ,/... ,,,,.r i./ ri ./ //r/ � r 402.1.1, Door U-factor. ,! U ; U- ;❑Complies mSee the Envelope Assemblies �❑ table for values. 402.3.4 n , Does Not [FRl]1 j a ;❑Not Observable e ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- a, U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). El Does Not "table for values. 402.3.3, 1 402.5 d :❑Not Observable [FR2]1 I a UNot Applicable s i s r t A 303.1.3 ,U-factors of fenestration products ❑Complies ; [FR411 are determined in accordance CDoes Not with the NFRC test procedure or taken from the default table. ❑Not Observable , Applicable 402 4„1.1 „Air barrier and thermal barrier I�Complies [FR23]1 I installed per manufacturer's h ❑Does Not i ;instructions. o � ❑N'ot Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting Y []Does Not IAAMA/WDMA/CSA 101/I.S.2/A4401 a or has infiltration rates per NFRC � ill ui ❑Not Observable I400 that do not exceed code ®lot Applicable l &limits. I recessed ltlng fixtu e i III Coe ior fins ElDos Notsealed at housing/ier and labeled to indicate :52.0 cfm []Not Observable leakage at 75 Pa. J / 1 ❑Not Applicable w 403.3.1 Supply and return ducts in attics OCtamplies II II � II e [FR12]1 «insulated >= R-8 where duct is ElDoes Not >= 3 inches in diameter and >_ []Not Observable m R-6 where<3 inches. Supply and I return ducts in other portions of ❑Not Applicable I pthe building insulated >= R-6 for (diameter>= 3 inches and R-4.2 1 =for< 3 inches in diameter. 403.3.2 Ducts, air handlers and filter ❑Complies [FR13]1 I boxes are sealed with �I"' �DOes Not joints/seams compliant with I Observable International Mechanical Code or ❑Not I International Residential Code,as ( Not Applicable applicable, �[FR1 ] ducts or plenums as I 403 9cavities re not used e�iw�� 1 ❑Not C i ONot e , t1 �QC� HVAC piping conveying fluids I R- I R- C above 105°F or chilled fluids I I of ..-below 55°F are insulated to >_R- u g N 3. I I :❑N pllc 403.4.1 a Protection of insulation on HVAC ❑Ca [FR2411 Ypiping. ❑Doe °�9 3A9.' ❑Not Ob 1ONot Appl i Hot water pipes are insulated to I R- R- I❑Complies ' >_R-3. I (❑Does Not I ❑Not Observable x u❑Not Applicable 1 I High Impact(Tier 1) ; Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: A18104 Report date: 05/23/24 Data filename: Page 5 of10 pr, ,, �.:. // /i,c/,✓i�//i/r,/�%,//��/���///�%i�i%�,:����%r11,/r/%%%/�/�/�rr,a�///L/////%IU/ / illl/f/��i///�i ,/ir/,r.ur i/ii/,l/c%r„r w c,.,../,,,/lc,,, ,,,,,,,,,..... installed Automatic on all outdoor utd so dampers are plies Not il I iwlil intakes and ❑Not Observable ❑ o Not Applicable Additional Comments/Assumptions:. N� VN .8 0 4 ' May 28, 2024 1 High Impact:(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: A18104 Report date: 05/23/24 Data filename: Page 6 of10 r,r / i 1.. r / / , i..///,i a/,✓,/„ r..�..1, /.. � �.. I ///,../rl/ / /o / „.. /iiiG .//J ,/ ! All installed insulation is labeled ❑Complies or the installed R-values []Does Not u r I�provided. IIII ❑Not Observable „ []Not Applicable 402.1.1, Floor insulation R value. R R-_ 1,❑Complies eSee the Envelope Assemblies 402.2.6 n I Wood ;❑ Wood ��Does Not table for values. [IN1]1 k E] Steel ❑ Steel n❑Not Observable I, k' A a ❑Not Applicable 303.2, Floor insulation installed per ❑Complies 402.2.8 PIIIIIIIIIIIIIIII NNIIIIIIIIIIIIIIIIIIII ~manufacturer's instructions and d�Does Not [IN2]1 in substantial contact with the ❑Not Observable underside of the subfloor, or floor, iframing cavity insulation is in ❑Not Applicable 4 contact with the top side of ~sheathing, or continuous linsulation is installed on the underside of floor framing and l;extends from the bottom to the &top of all perimeter floor framing v members. 402.1.1, fflall insulation R-value. If this is a R- m R- «❑Complies iSee the Envelope Assemblies 402.2.5, I mass wall with at least 1/2 of the i'❑ Wood „❑ Wood CDoes Not a table for values. 402.2.6 wall insulation on the wall &❑ Mass ❑ Mass a❑Not Observable u [IN3]1 ;;exterior,the exterior insulation I❑ Steel ❑ Steel °❑Not Applicable i requirement applies(FR10). p u a a y r a tl t 9 I 1 I 303.2 Mall insulation is installed per ❑0omplies [IN4]1 k manufacturer's instructions. ❑Does Not k 4 ❑Not Observable F ❑Not Applicable Additional Comments/Assumptions;. N '/ '969 3 4 . S1 May 28, 2024 1 High Impact(Tier 1) �, Medium Impact(Tier 2) 1'3,,,,l Low Impact(Tier 3) Project Title: A18104 Report date: 05/23/24 Data filename: Page 7 of10 ./ /.. / /._ ..r ,�� ,, Jim , , %!� ..ui/,i/ 402.1.1, ;Ceiling insulation R-value. l R- R ;❑Complies See the Envelope Assemblies 402.2.1, I Wand ;❑ Wood ❑Does Not ;table for values. 402.2.2, l® Steel Steel ❑Not Observable 402.2.6 [FI1]1 ❑Not Applicable l I I i a 303.1.1.1,pCeiling insulation installed per ❑Co plies „ °°°�VVVVVI VVI" ' ❑ „ 303.2 „manufacturer's instructions. IlllllllllllllllIII,"" iiiiiiiiu 'IIIIIIIIIIIIIIIIIIIIIIIVi °°°°°���������������������������^pl,�,,,,,,,,,,,,tl,,,,,�i Does Not[F1211 ;B I ow n insulation marked every III"""" 11°°"""" �� °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°i 300 ft�. '❑Not Observable ❑Not ApplicableVente a Com lies nsulationtics incl inh air clude baffle eadjacelnt ❑DoespNot I... a to soffit and eave vents that [ Not Observable l extends over insulation. i :❑Not Applicable „ 402.2.4 'Attic access hatch and door l R- R- flCo gplies tl [F13]1 insulation >_R-value of the n !❑Does Not g adjacent assembly„ ❑Not Observable g I „ & r ;❑Not Applicable l 402..4 1.2 Blower door test @ 50 Pa. <=5 I ACH 50 = ACH 50 = ;❑Oomplies 4 [F117]1 ;ach in Climate Zones 1-2, and i I �❑Does Not q <=3 ach in Climate Zones 3-8. " a R g ❑Not Observable l ❑Not Applicable 403.3.3 ;Ducts are pressure tested to b cfm/100 a cfm/100 „❑'Complies [F127]1 determine air leakage with w ft2 w ft2 ❑Does Not Other: Rough-in test:Total l ( ❑Not Observable i leakage measured with a a N pressure differential of 0.1 inch ( d❑Not Applicable �w.g. across the system including a „ u d Pthe manufacturer's air handler l ;, „enclosure if installed at time of I 6 n (test. Postconstruction test:Total M g u i „leakage measured with a l n pressure differential of 0.1 inch i p a „ 4.g. across the entire system u l including the manufacturer's air ( l I i handler enclosure. l [ 6 403.3.4 Duct tightness test result of<=4 o cfm/100 cfm/100 „❑Complies [F14]1 cfm/100 ft2 across the system or a � p ft� T Does Not ft <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in a i t❑Not Observable ;tests,verification may need to a ❑Not Applicable „ r occur during Framing Inspection, q d 9 403.3.2.1 Air handler leakage designated ❑Complies [F124]1 N by manufacturer at<=2% of ❑Does Not idesign air flow. Not a Nfip p B Not eW B M rogrammable thermostatsnstalled for control of primary � gat eatin and coolin s stems and 9 9 Y e nitially set by manufacturer to ode specifications. Isc 'Heat on heat ppumumps. installed ❑Doe93142 ❑Not ObS1 Ja ❑Not Appli aIvIctrclating service hot water ❑Oorriplies °sysems have automatic or ❑Does Not ccessible manual controls. ❑Not Observable n ❑Not Applicable 11 High Impact(Tier 1) Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: A18104 Report date: 05/23/24 Data filename: Page 8 of10 „.,/l%/ �/ ,,� ,,, / r�/r / "�// ,� ., ✓ /7 ,/l, /i G /o � �1� a �i All mechanical ventilation system ❑Complies ; jlfans not part of tested and listed ❑Does Not vHVAC equipment Y ui ment meet efficacy p uuuuuuu uuuuuuuuu o- sand airflow limits per ❑Not Observable µ j R403.6.1. ❑Not Applicable Hot water boilers supplying heat OComplies lj� through one-or two-pipe heating IIIII""""""”' ,❑Does Not systems have outdoor setback ;❑Not Observablecontrol to lower boiler water ❑Not Applicable p tem erature based on outdoortemperature. Heated water circulation systems ❑Complies p have a circulation pump.The �uuuuuuuuuu�u� �u' ❑Does Not r � system return pipe is a dedicated Y uu' VVVVVVVVVVVVVVVVVVVVV vvi vvuuuuuuuuuu"""'VVVV y pipe p p ❑Not Observable r return i e or a cold water supply6 I pipe. Gravity and thermos- l❑Not Applicable i l /� syphon circulation systems are r not present. Controls for NII a 9f circulating hot water system �� I �i pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop " is at set point temperature and no demand for hot water exists. Electric heat trace systems ❑Complies ; y comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically ❑Not Observable adjust the energy input to the heat tracing to maintain the ❑Not Applicable i desired water temperature in the piping. Demand recirculation l water systems havecont controls that ❑Do sElcompNot 6uVGNllg9111 G a manage operation of the pump and limit the temperature of the ❑Not Observable a a � i r Applicable / '❑Not A licab water entering the cold water pp d j1 piping to <= 1049F. Drain water heat recovery unit mplies / tested in accordance with CSA% es Not❑Not I� B55.1. Potable water-side I d ° ' 10 i ° Observable pressure loss of drain water heat ❑ recovery units < 3 psi for Not Applicable 4 Ill l/" individual units connected to one I or two showers. Potable water- side side pressure loss of drain water heat recover units < 2 psi for Y p t IIIIII� threed individual showerconnes. o three o ��✓ [F04.1611 °fx0tures have high eff%or more of caeytlam ps. ®porgy / 0 u 5e p IN I[ 404,1n1 Fuel gas lighting systems have ❑C es [923]3 no continuous pilot light. ❑Do t a � ❑Not 934? ❑Not Ap ° Compliance certificate posted.. mplies Does Not May 8 2024 uuuuuuiiiiiuuuuuuuulllllll ❑ ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) ,Medium Impact(Tier 2) 3", Low Impact(Tier 3) Project Title: A18104 Report date: 05/23/24 Data filename: Page 9 of10 ox, ✓ ,. �r,"r ,.��.���a, ✓�i/r o�� /r .,.//i ,//.///,, �I;,. y� ,,,/,. ,✓,.�Ir. � �/,,, lr, /�/,a .r„rad / r;,,r,,. //r �r/./rr/ � r,.,,i ,,... rai. ,.� /,r,r �I, ;. .� rco I /iii,/. r/.. ,//,r � .r // r / ., ��- ,rrai cr„.r,. /. ram+ ,,, ". f .. / a/ / /�/!, .✓i ...„i,,.r / r, ;�r„/r rr,.. Cl 3 Manufacturer manuals for )lies E I I Does Not � uu uuuuumumuuu IIIIIIIIIIIIIIIIII IIIII x CFIB mechanical and water heating Observable II Iluuuuuuuuuuu uuuuuuuu a IVVVVVVVVVVV VVVI��" IIIIIIIII °IIIIII°°°°°°°°ulili°°°°lu systems have been provided.. n Y P uuIIIIIVi iIIIV umiium iiiiiiiimllllllllllllllllllllllllllllllll EINot Applicable �a Additional Comments/Assumptions: N U 9347 8 May 28, 2024 1 High Impact(Tier 1) RM Medium Impact(Tier 2) 131 Low Impact(Tier 3) Project Title: A18104 Report date: 05/23/24 Data filename: Page 10 of10 2018 IECG Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.16 CoolingHeating & Heating System: Cooling System: Water Heater. Name: Date: Comments F '8934' M May 28, 2024 NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION IN RESIDENTIAL STRUCTURES (in accordance with Title 19 NYCRR PART 1265) <Insert authority havingjurisdiction Logo here> TO: <Insert the name of the authority having jurisdiction here> OWNER OF PROPERTY: Connecticut Valley Homes/Fishers Island 2-story SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): Off East End Road @ Fidco Gatehouse Fishers Island NY 06390 PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): ® New Residential Structure ❑ Addition to Existing Residential Structure ❑ Rehabilitation to Existing Residential Structure TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT PROPERTY REFERENCE ABOVE WILL UTILIZE (check each applicable line): ® Truss Type Construction (TT) ® Pre-Engineered Wood Construction(PW) ❑ Timber Construction (TC) IN THE FOLLOWING LOCATION(S) (CHECK APPLICABLE LINE): ❑ Floor Framing, Including Girders and Beams(F) ❑ Roof Framing(R) Floor Framing and Roof Framing(FR) SIGNATURE: DATE: PRINT NAME:. CAPACITY(Check One): 01 Owner ❑ Owner's Representative 305 cuss toss Type Ply ... _ �.. 1 318 APEX QN 18104... 1........ �. ,_,... ATTIC... ,.,._. __ ....... .._ ...�1......_ 1 ,I[YtA„t 8 0ti n�C$.( Yi'N 81} __ ................. MA23....... ...... 10 —_— 1110-0 15 t112 230 �m gm .-..,, �). ._... �.. 1 . 7-8 4 4 t-12 4-1-12 7.84 M01 Scale=1:44.1 6 45 78 16 " J .a, ", 17 7.00 F12 153 " 9 , - W 10 n� �1V�rl � J Io 14 1 12 7-8-4 11-10 0 p 1511-12 _ 23.8'-0 4-1-1 TIP— Snow(roof) 19.2/20.0 - Lumber Grip D 1.15 BC 0,3 Vert(CT) 0.18 2 12 >785 1 LOADING(psf) SPACING- 14-0 CS]. DEFL. In (loc) I/deft Ud TCLL Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.18 10-12 >785 240 80 TCDL 15.0 0.01 10 n/a n/a BCLL 0.0 . .13 12-13 765 360 Rep Stress Incr S WB BCDL 10 0 . .......Code RC2018lfPl OE4 _.m..a Matrix-SO Attic .. ...... ..�- �-........ .mw__ ...mm,.- ..... LUMBER- BRACING- TOP CHORD 2x4 SPF/SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. T1:2x6 SPF/SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x8 SPF/SP No.2 WEBS 2x4 SPF/SP No.2 REACTIONS. (lb/size) 2=629/0-3-8 (min.0-1-8),13=268/0-7-0 (min.0-1-8),10=629/0-3-8 (min.0-1-8) Max Horz 2=215(LC 15) Max Upllft2=335(LC 16),13=167(LC 16),10=335(LC 16) Max Grav 2=677(LC 29),13=458(LC 31).10=679(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-15=722/197,3-15=573/198,3-16=5271289,4-16=509/301,8-17=507/301„ 9-17=529/289,9-1 O=717/197 BOT CHORD 2-14=1 9/544,13-14=12/539,12-13=12/539,10-12=17/535 WEBS 4-8=-457/281 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(lb)/Maximum Shear(Ib)/Maximum Moment(lb-in) 3=178/173/0/0,4=457/281/14/0,5=113/64/55/0,6=74/72154/0,7=115/63/56/O,8=457/281/14/0,9=171/173/0/0,12=171/173/0/0,13=12/539/302/0,14=178/173/0/0 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult-155mph(3-second gust)Vasd=123mph;TCDL=6.OpsF BCDL=6.Opst h=35ft;B=45ft L=26ft;eave=oft;Cat II;Exp C;Enclosed;MWFRS(directional)and C-C Extedor(2E)-0-10-0 to 2-2-0,Interior(1)2-2-0 to 11-9-5,Exterior(2R)11-9-5 to 14-9-5, Interior(1)14-9-5 to 24-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-16;Pr-20.0 psf(roof LL:Lum DOL=1.15 Plate DOL=1.15);Pg=25.0 psf;Pf=19.2 psf(Lum DOL=1.15 Plate DOL=1.15); Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 19.3 psf on overhangs non-concurrent with other live loads. 6)All additional member connections shall be provided by others for forces as indicated. of IN 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 24)-0 wi vw Rb W •8( ^ between the bottom chord and any other members. ` ' / 0 9)Ceiling dead load(5.0 psf)on member(s).34,8-9,4-8 10)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.13-14,12-13 + 11)One RT5 MiTek connectors recommended to connect truss to bearing walls due to U PLIFT at jt(s)2 and 10.This con uplift only and does not consider lateral forces. 12)One RT4 MiTek connectors recommended to conned truss to bearing walls due to UPLIFT at jt(s)13.This connection is for Ily I '° does not consider lateral forces. 13)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and re standard ANSIITPI 1. ' 9 3 41" 14)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 40 LOAD CASE(S) Standard May 28, 2024 Job#:MA23316 Truss ID:23-8-1 Standard Peak Connection Flip Rail Connections Compression= 74 Ibs Tension= 64 Ilbs Tension= 72 Ibs Shear= 56 Obs Shear= 54 Ibs Shear Connection Attach Rail to Top Chord With One of the Following Option 1 A. 1 0.131"x 3"Nails Attach 1x4 SPF Stud to One Side,Below Ridge,Every B. 1 0.148"x 3"Nails Truss,with One OF The Following in Each End C. 1 0.162"x 3"Nails -- A. 2 0.131"x 3"Nails Attach Rail to To Rail with One Of the Following in Each Truss Bay B. 2 0.148"x 3"Nails A. 1 0.131"x 3"Nails C. 1 0.162"x 3"Nails B. 1 0.148"x 3"Nails C. 1 0.162"x 3"Nails Option 2 Tension Connections Attach Rail to Top Chord With One of the Following Lap 7/16"24/16 APA OSB Across Flip Rail and Attach Each Truss Chord With A. 1 0.131"x 3"Nails A. 1 0.131"x 3"Nails B. 1 0.148"x 3"Nails B. 1 0.148"x 3"Nails C. 1 0.162"x 3"Nails C. 1 0,162"x 3"Nails itlt� Attach Rail to To Rail with One Of the Following in Each Truss Bay A. 1 0.131"x 3"Nails (i B. 1 0.148"x 3"Nails Heel Connection C. 1 0.162"x 3"Nails Compression= 722 !bs ""' No Gusset Strap Across Ridge With Simpson C522 Tension= 544 9bs ., �' Strap and One Of the Following Each End 4 ( Attach LTP4 and H25T To Both FIF TO BE A. 2 0.148"x 2-1/2"Nails „ i OR B. 2 0.162"x 2-1/2"Nails -' :�' 6 #8 x 3"Toe-Screws Collar Tie Connection Compression= 457 Its Gusset Connection Minimum Gusset Width=12" Tension= 281 Ibs Top Chord Attach Collar Tie to Top Chord with One :':, "` (1)Ply 7/16"24/16 APA OSB Both Sides Of the Following in Each End Option 1 (1)1/2"Bolt Plus One Of the Following A. 5 0.131"x 3"Nails A. 1 0.131"x 3"Nails B. 4 0.148"x 3"Nails B. 1 0.148"x 3"Nails C. 4 0.162"x 3"Nails C. 1 0.162"x 3"Nails Alternate Collar Tie Connection D. 1 7/16"x 1-1/2"x 16 Gage Staple Tension Top Chord= 0 Ibs Bottom Chord Shear= 0 Ibs (1)Ply 7/16"24/16 APA OSB Both Sides Lap 7/16"24/16 APA OSB Across Ga p and A. 10 0.131"x 3"Nails Attach Each Truss Chord With B. 8 0.148"x 3"Nails A. 0 0.131"x 3"Nails� .. C. 7 0.162"x3"Nails, B. 0 0.148"x 3"Nails D. 14 7/16"x 11/2"x 16 Gage Staple ' C. 0 0.162"x 3"Nails Attach Top Chords to Rails and Rails to Collar tie With A. 0 #8 x 3"Toe-Screws Kneewall Connection Marriage tine Connection Compression= 178 Ibs Tension= 539 Ibs Tension= 173 Ibs Lap 23/32"48/24 APA Sheathing Across Marriage Line-(2' Minimum Width)With One Of the Following Each End Top Chord Attach Chord Block With One Of The Following A. 7 0.131"x 3"Nails Compression Option l-Block B. 6 0.148"x 3"Nails A. 2 0.131"x 3"Nails C. 5 0.162"x 3"Nails B. 2 0.148"x 3"Nails Strap Across Marriage Fine With one Of The Following Each End C. 2 0.162"x 3"Nails Option 1 CS38 Strap with One Of the Following Each End Attach Stud To Rail With(2)0.131"x 3" A. 9 0.131"x 2-1/2"Nails Nails(or TorNails)Minimum B. 8 0.148"x 2-1/2"Nails Attach Rail to Top Chord,Bottom Chord or Block With(2) Option 2 CS22 Strap with One Of the Following Each End 0.131"x 3"Nails(or Toe-Nails)Minimum A. 9 0.148"x2-1/2"Nails Option 2-No Block B. 8 0.162"x 2-1/2"Nails Attach Stud To Rail With(2)0.131"x 3" Nails(or Toe-Nails)Minimum Attach Rail to Top Chord,Bottom Chord or Block With(2) 0.131"x3"Nails(or Toe-Nails)Minimum Tension Strap Stud to Top And Bottom Chord With Option 1 CS22 Strap with One Of the Following Each End A. 3 0.149"x 2-1/T'Nails B. 3 0.162"x 2-1/2"Nails )y 1Y Option 2 LTSA18 Strap With Each End I t, j A. 3 0.148"2-1/2" Option3 HBTWist Strap With Each End A. 2 0.148"1-1/2" "Y ^89342" May 28, 2024 calculation Manual 2020 RCNYS Apex Homes of PA, LLC Plant Address: 7172 Route 522 Middleburg, PA 17842 2015 & 2018 ICC code references in this manual also comply with the 2020 RCNYS codes. This manual has been prepared by: David E. Billingsley, P.E. 217 East Main Street Middleburg, PA 17842 Ph 570-837-0577 WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. CALCULATION MANUAL INDEX—03/30/2020 SECTION 1 Index... ..».... . ........ ... ..., ........ -1 MINIMUM ROOF LIVE LOAD 110 SNOW LOAD EXAMPLES....... ...... 1 0]-1 1 a 0.3 m 3 �..,,:. rea 1 0 4-1.0.5 SNOWDRIFT LOAD EXAMPLE EXTERIOR WALL DEAD LOAD... i I r MARRIAGE WALL DEAD LOAD .. .., 1.1.1 LOAD INTERIOR PARTITION DEAD .. ....1,1.2 1 C � .„: ].1.3 CEILING DEAD LOAD ..... FLOOR DEAD LOAD ........... a GYPSUM COMPRESSION STRIP / �� 1, 4 2.0 LVL DESIGN PROPERTIES...... ml. 1.3.0 _.,.,..... ., .P, SECTION 2 Index...........................—..................,. .............,.,..,.,.. LOAD COMBINATIONS .. 2•0.0' LOAD PROCEDURE..... ..__......... ... ..........03/30/20�(7 ..,...., `" :..."- .� ... ....... .2' I 0-•2,1.1 GUIDE TO USING BEAM CALCULATOR .........., ......,.... .......2.2.0—2.2.10 RESERVED ............ . ...... .............................................. .._ ............, ...........2.3.0 SECTION3 Index.............................................................................................................................................3 FLOOR JOIST—RESIDENTIAL SPAN SUMMARY CHART ... .... .......3.0.0-3.0.1 RESERVED._....... ............... .„.,........,....,....................,..,, .,.a,..... ......,.. .............. ................ ,_.. FLOOR JOIST SUPPORTING TUB SPAN SUMMARY CHART ........... ..._..„ ........., ............. ..... .,.,.,.3.2.0 FLOOR JOIST SUPPORTING TUB-EXAMPLE CALCS... ..—.. ,. .. 3.2.1-3,23 FLOOR JOIST SUPPORTING TUB-NOTCH REPAIR DETAIL......... .................................... ....____, 3,2.8 FLOOR JOIST SUPPORTING TUB-NOTCH REPAIR STAPLE CALC.... ....... 3.2.9-3,2.10 RESERVED.................................. .............................. ......... .,........... ,,................. ...3.30 CANTILEVER JOIST SUMMARY CHART--_.... ............ _ ......,....-...... . .,..._............. ...,,.. _...3.4.0 CANTILEVER JOIST EXAMPLE CALCS . , ..... ,,,,..... ....... .....,.. .....3.4.1-3.4.2 FLOOR JOIST LEDGER REQUIREMENTS SUMMARY.. .....,,3.5.0-3,5.1 FLOOR JOIST LEDGER EXAMPLE CALC...... .... ..................... ..3.5.2 HVAC CROSS OVER AT MATELINE.... ........... .. ....... ................... __. ,. ..3,6.0-3 63 SECTION4 Index ..........................................................................................»....»............,...........»..».»..__....4 EXTERIOR WALL STUD SUMMARY CHARTS—EXPOSURE C.,............ ....... ..4,0.0 EXTERIOR WALL STUD SUMMARY CHARTS—EXPOSURE D.,.,. ........ —...... .......4,0.1 EXTERIOR WALL STUD-EXAMPLE CALCULATIONS.. 4.0.2-4.0.7 MATE WALL STUD SUMMARY CHARTS--..... ............................ ..... . ... ... .... .......... ___...,4.1.0 MATE WALL STUD-EXAMPLE CALCULATIONS ...........—....... ... ............ ........, 4.1.1-4.1.3 GABLE WALL STUD SUMMARY CHARTS—EXPOSURE C............ ....4.2,0 GABLE WALL STUD SUMMARY CHARTS—EXPOSURE D.......„.......................:...„........,. .,....,..,...........,,....,,,..,,.4.2,1 GABLE WALL STUD-EXAMPLE CALCULATIONS ........, ,,—4.2.2-4.2.7 CORNER STUD CONNECTION ......... .................. ........ -. ,................ ...4.3.0 SECTION5 Index.............................................................................................................................................5 COLUMN SUMMARY CHART,,,,.,,,,.... „. .......................5.0.0 COLUMN EXAMPLE CALCS ..... ..... .... .... . ........ .... ...... .........5.0.1—5.0.3 JACK STUD SUMMARY CHARTS,..,.,.......... ___...... .. .. ..,, .. ............... ...5.1,0—5.1,1 JACK STUD EXAMPLE CALC ......... .. .... .....— . .....,........ . . , ,,,...............,,._:. .....5,1.2 SECTION6-1 Index .....................................................................................................................................6-1 HEADERS—SPF 42—CD=1.00—DELTA LL=L/240.. .............................._.,......... ....,...,,..........,, ....,.,,..,,..6.0,0—6.0,29 HEADERS—SPF#2—CD=I,00—DELTA LL=L/360...... _.._.................. ._.............. .............................6.0,30—6,0.59 HEADERS—SP 92—CD=1.00—DELTA LL=L/240 .... ........-.... ................_. .................. ..... ........—...6.1.0—6.1.29 HEADERS—SP#2—CD=1,00—DELTA LL=L/360 ........ ,, .,,., ......... ....... .......6.1.30—6.1.59 HEADERS—LVL—CD=1.00—DELTA LL=L/240...___............._...... .,..... .... ____ -6,2.0—6.2.65 HEADERS—LVL—CD=1.00—DELTA LL=L/360............—.............,. ....6.2,66—6,2.131 HEADERS—SPF#2—CD=I.15—DELTA LL=L/240 ........................ ..... .......,_. ,,„6.3.0—6.3.29 HEADERS—SPF#2—CD=1.15—DELTA LL=L/360.................................:......................__.,,,........... ....6.3,30—6.3.59 HEADERS—SP#2—CD=1,15—DELTA LL=L/240 ................................................: .„..............„...._.......,,.,,6.4,0—6.4.29 HEADERS—SP#2—CD=1.15—DELTA LL=L/360 ,.,..,. .. . ...... .—.6.4.30—6,4.59 HEADERS—LVL—CD=1.15—DELTA LL=L/240. ......... ........6.5.0—6.5.65 HEADERS—LVL—CD=1.15—DELTA LL=L/360.,......_. ._...................o.................,....:,:,—.................6-5,66—6.5.131 HEADERS—COMBO—CD=1.00—DELTA LL=L/240......... .. ......... ....... ....................,,..6.6.0—6.6.37 HEADERS—COMBO—CD=1.00—DELTA LL=L/360 ...6.6.38—6.6.75 SECTION6-1 Index(continued)..................................................................................................................6-1 HEADERS-COMBO-CD=1.15-DELTA LL=L/240........_ .......,..,. ......,.,.,,,6.7.0-6.7.37 HEADERS-COMBO-CD=1.15-DELTA LL=L/360........ ...................: .:,,.......... .6,738-6.7.75 HEADERS 2x10 FLOOR CEILING-COMBO-CD=1.00-DELTA LL=L/360...,......__................,............6.8,0-6.8.11 HEADERS 2x10 FLOOR CEILING-COMBO-CD=1.15-DELTA LL=L/360...................„,,. ..,._.....,..6.8.12-6,&23 FLITCH BEAM EXAMPLE CALCS ,.... ,... ... ...,.. ..- ,.__ ....._....... .. ........ . _.,,,,..........6.9.0-6.9,4 FLITCH BEAM with SPF#2-CD=1.00-DELTA LL=L/240............. ...,,,.. 6,10,1-6,10.12 FLITCH BEAM with HF42-CD=1.00-DELTA LL=L/240......................„.,.„................„..,......,.,.._,..,...,....6„10,13-6.10,24 FLITCH BEAM with SP#2-CD=1.00-DELTA LL=L/240..................................... ...........................6.10,25-6,10.36 FLITCH BEAM with LVL-CD=1,00-DELTA LL=L/240 ......, 6,10.37-6.10,54 FLITCH BEAM with SPF#2-CD=1.00-DELTA LL=L/360., „ ....... ..............6.11.1-6.11.12 FLITCH BEAM with HF#2-CD=1.00-DELTA LL=L/360 .. ....,. ...._ ,...6.11,13-6.11,24 FLITCH BEAM with SP#2-CD=1.00-DELTA LL=L/360 .,...,- ...... ..........6.11,25-6,11.36 FLITCH BEAM with LVL-CD=1.00-DELTA LL=L/360 .„ -6.11.37-6.11.54 /4"&3/4"FLITCH BEAMS with SPF#2-CD=1,00-DELTA LL=L/240, ...„...,.,............. ........-........6.12.1-6,12.12 / &3/4"FLITCH BEAMS with HF#2-CD=1.00-DELTA LL=L/240...............__.............................6„12.13-6,12.24 %4"&1/4"FLITCH BEAMS with SP#2-CD=1.00-DELTA LL=L/240.. ............... ___.............6.12.25-6,12.36 J • _ .....-.. ...........6,12,37-6.12.54 /<"&/4 FLITCH BEAMS with LVL-CD=1.00-DELTA LL-L/240...,...„,.„.,..... ,. . .. %4"&3/4"FLITCH BEAMS with SPF#2-CD=1.00-DELTA LL=L/360...................,..,.......,.,,,,...,.....................6,13.1-6,13.12 %"&3/4"FLITCH BEAMS with HF#2-CD=1.00-DELTA LL=L/360.....„............................................6,13.13-6„13.24 J ° ...6.13.25-6,13,36 /"&/< FLITCH BEAMS with SP#2-CD=1„00-DELTALL=L/360.......................... ...................... '/4"&'/4"FLITCH BEAMS with LVL-CD=1:,00-DELTA LL=L/360 -...6,13,37-6.13„54 20"LVL BEAM..... .......... ........ ........,......,,...„. ..... ,,......... ___. .........,.....6.14.1 SYP DESIGN VALUES....,.,,,. ....,„. .... .„„ :., .. ... ..,_,............... ...........................6,15,1 SECTION6-2 Index .....,... ..„......»»...»................................__'»............................ ...,»., ...................6-2 HEADER WITH POINT LOAD ANYWHERE SUMMARY CHARTS ,_.., ......................................6-2.1„1-6-2„1.6 HEADER WITH POINT LOAD ANYWHERE EXAMPLE CALC.„........................ _ .........,,..6-2.I.7-6-2.1.8 SECTION 7Index............................ 4 (JY�; � ,.,,, ,.., . ..7 � w �� 4 CEILING JOIST SPAN SUMMARY CHART,.._....„..... ... ........ r ,r !0„ I4 7,0.0 SECTION8 Index ......a., ..,»...,. .... .. .. ......... .... ..�,o �. 4 ,. ....i,,.,..........»8 TRUSS FIELD CONNECTIONS ................... ...... .. .:. ..... ;, ...w i,0.0-8.0.26 u SECTION 9 Index......................................................... 9 I SIMPLE SPAN RAFTER CHART. . ......... lv, ,,„p. , „tN 9 1,0-9.L I ..... 1� t ...� 14 .1.3 SIMPLE SPAN RAFTER EXAMPLE CALCULATIONS-BNOW %6 99,.1, 1 w 1 SIMPLE SPAN RAFTER EXAMPLE CALCULATION WIND...„...........: .:..: :... :.... .„. ,., 1,13 SECTION10 Index...................................................... .....,.,.03/30/2020. . . ... »M». .......10 WIND PRESSURE SUMMARY CHART-EXPOSURE C.... ........ __ .......__10„0.0 WIND PRESSURE SUMMARY CHART-EXPOSURE D,,,. ....... ........, ....,... .....,..,.,..,__10,0.1 SIDEWALL UPLIFT CONNECTION SUMMARY ........... . ._'10.1.0 SIDEWALL UPLIFT ROOF TO SIDEWALL SUMMARY CHARTS—,........... ..,,....... SIMPSON SDWC&FASTENMASTER TIMBERLOK TECHNICAL INFO,.._............................ 10,2 7-10,2.19 SIDEWALL UPLIFT TOP PLATE CONNECTION SUM,CHART&EXAMPLE CALC,:,. ,..,..,,_.,........-.103.0-10.3.1 SIDEWALL UPLIFT RIM JOIST CONNECTION SUM.CHART&EXAMPLE CALC„.............................10.4,0-10.4,1 SIDEWALL UPLIFT SILL PLATE CONNECTION SUM,CHART&EXAMPLE CALC..,,.,._,__ .,.....,..10.5.0-10,5.1 SIDEWALL UPLIFT OPENING STRAP SUM.CHART&EXAMPLE CALC....___.......,......................._.,10.6.0-10.6.9 SIDEWALL UPLIFT ANCHOR BOLT SUMMARY CHART&EXAMPLE CALC ...................„..........,....10,7.0-10.7.1 SIDEWALL LATERAL CONNECTION SUMMARY . ....................:................... ......,„.....„.,,,.,...„10,8.0 SIDEWALL LATERAL ANCHOR BOLT..., ........ 10.9.0-10.9.1 SIDEWALL LATERAL ROOF TO TOP PLATE......... ... ......... ............-............10.10.0-10.10.1 SIDEWALL LATERAL TOP PLATE TO TOP PLATE.,:..w...................:............................................... ......10,11.0-10.11.1 SIDEWALL LATERAL TOP&BOTTOM PLATE TO STUD ....... .........._10.12.0-10.12.1 SIDEWALL LATERAL BOTTOM PLATE TO PERIMETER. - ..___ _ __............. 10.13,0-10.13.1 SIDEWALL LATERAL PREIMETER TO SILL PLATE„. .......... ........,,.. 10.14.0-10.14.1 RIDGE BEAM/BOARD TO TRUSS/RAFTER CONNECTION SUMMARY....... ............... .............10.15.0-10.15„2 MATEWALL UPLIFT OPENING STRAP SUMMARY CHART..... ................................................_.10.16.0-10.16.3 MATEWALL UPLIFT ROOF TO MATEWALL SUMMARY CHART.............................................,_.,,10.17.0-10.17.1 RESERVED ............. ............ ,,........... ...,.. ...... .. 10„18,0 GABLE WALL LATERAL TOP&BOTTOM PLATE TO STUD-EXPOSURE C and C7.......:.............__10.19.0-10,19,2 GABLE WALL LATERAL BOTTOM PLATE TO PERIMETER-EXPOSURE C and D,.„.........................10.20.0-10.20,2 GABLE WALL MISCELLANEOUS CONNECTIONS ... .... .,.,........ ..„,„._10.21.0 FLIP EAVE OVERHANG CONNECTION UP TO 16"DEEP-SUMMARY CHARTS-EXP,C.............10,22.0-10,22.3 FLIP EAVE OVERHANG CONNECTION UP TO 24"DEEP-SUMMARY CHARTS-EXR C-........,,,10,22.4-10.22,7 Headers- 2 2x6 SPF#2-CD=1.15- Delta LL=L/360 SECTION 6-1 SHEET 6.3.38 CALCULATED BY DB DATE 4/16/2015 fir Mw span REVISED Header Type (2) 2x6 SPF Pao /No.2 per box deltaLL = L/360 CD = 1.15 deltaTL = L/240 Shear Length, Moment Defleo Live Deflection Total Max Max Load (plf) L Le(in Length, en(in) Load( Iir TL) Load Length, Allowable Allowable Length, It.LL(in) Ld.ItaTL(in) Length (in) Length (ft) 100 420.9 137.8 123. 130.8 123.1 10.3 200 215.9 97.5 97.7 103.8 97.5 8.1 300 147.6 79.6 85.3 90.7 79.6 6.6 350 128.1 73.7 81.0 86.1 73.7 6.1 400 113.5 68.9 77.5 82.4 68.9 6„ 450 1 102.1 65.0 74.5 79.2 65.0 5.4 550 85.5 58.8 .7 74.1 58.8 4.9 600 79.3 56.3 67, 1 t fir Span _� 56.3 4.7 650 74.1 54.1 65.9 01 54.1 4.5 700 69.6 52.1 64.3 68.4 52.1 4.3 750 65.6 50.3 62.9 66.8 50.3 4.2 800 62.2 48.7 61.5 65.4 48.7 4.1 850 59.2 47.3 60.3 64.1 47.3 3.9 900 56.5 45.9 59.2 62.9 45.9 3.8 950 54.1 44.7 58.1 61.7 44.7 3.7 1000 52.0 43.6 57.1 60.7 43.6 3.6 1050 50.0 42.5 56.2 59.7 42.5 3.5 1100 48.3 41.6 55.3 58.8 41.6 3.5 1150 46.6 40.6 54.5 57.9 40.6 3.4 1200 1 45.2 39.8 53.7 57.1 39.8 3.3 1250 43.8 39.0 53.0 56.3 39.0 3.2 1300 42.5 38.2 52.3 55.6 38.2 3.2 1350 41.4 37.5 51.7 54.9 37.5 3.1 1400 40.3 36.8 51.1 54.3 36.8 3.1 1450 39.3 36.2 50.5 53.6 36.2 3.0 1500 38.3 35.6 49.9 53.0 35.6 3.0 Notes: 1. Headers are designed for a maximum live load deflection of U360 and total load deflection of L/240. See door/window manufacturer's specifications for additional requirements. Headers- 3 2x6 SPF#2-CD=1.15-Delta LL=L/360 SECTION 6-1 SHEET 6.3.40 CALCULATED BY DB DATE 4/16/2015 REVISED Header Type (3) 2x6 SPF No.1/No.2 per box deltaLL = L/360 CD = 1.15 deltaTL = L/240 Shear Length, Moment Deflectioon Live Deflection Total Max Max Load (plf) L„(in) Length, LM (in) Load Length,$O ca T(in) Load Te(n) Len gth ble in LelnVthble 9 (in) 9 ) 100 625.8 181.0 140.9 149.7 140.9 11.7 150 420.9 147.8 123.1 130.8 123.1 10.3 200 318.4 128.0 111.8 118.8 111.8 9.3 250 256.9 114.5 103.8 110.3 103.8 8.6 300 215.9 104.5 97.7 103.8 97.7 8.1 350 j 061 $ 92.8 98.6 92.8 7.7 400 2 ;n f "t", alb_. 5 88.7 94.3 88.7 7.4 �- - 450 ® 1 ��'; 3 85.3 90.7 85.3 7.1 550 122.8 77.2 79.8 84.8 77.2 6.4 650 105.6 71.0 75.5 80.2 71.0 5.9 750 93.0 66.1 72.0 76.5 66.1 5.5 0 87. 64,0 7 A 74. 64.0 5.3 850 83.3 62.1 73.3 62.1 5.2 900 79.3 60.3 67.7 3 5.0)t SPA 950 75.7 58.7 66.5 S 4.9 SA 1000 72.5 57.27_4 2 4.8 1050 69.6 55.9 64.3 68.4 9 4.7 1100 66.9 54.6 63.3 67.3 54.6 4.5 1150 64.5 53.4 62.4 66.3 53.4 4.4 1200 62.2 52.3 61.5 65.4 52.3 4.4 1250 60.2 51.2 60.7 64.5 51.2 4.3 1300 58.3 50.2 59.9 63.7 50.2 4.2 1350 56.5 49.3 59.2 62.9 49.3 4.1 1400 54.9 48.4 58.4 62.1 48.4 4.0 1450 53.4 47.5 57.8 61.4 47.5 4.0 1500 52.0 46.7 57.1 60.7 46.7 3.9 Notes: 1. Headers are designed for a maximum live load deflection of L/360 and total load deflection of L/240. See door/window manufacturer's specifications for additional requirements. Headers- (3) 2x10 SPF#2-CD=1.15- Delta LL=L/360 SECTION 6-1 SHEET 6.3.52 CALCULATED BY DB DATE 4/16/2015 REVISED Header Type (3) 2x10 SPF No.1/No.2 per box deltaLL= L/360 CD = 1.15 deltaTL= L/240 Shear Length, Moment Deflection Live Deflection Total Max Max Load (plf) Lv(in) Length, LM (in) Load (80/o TL) Load Length, Allowable Allowable Length, LdeltaLL(In) LdeltaTL (In) Length (in) Length (ft) 100 1052.5 280.0 236.9 251.8 236.9 19.7 150 707.8 228.6 207.0 219.9 207.0 17.2 200 535.5 a 199.8 188.0 15.7 dll sty s is ,a 185.5 174.E 14.5 250 432.1 m6liOd Al C S" 300 363.2 174.6 161.7 13.5 350 313.9 149.7 156.0 165.8 149.7 12.5 400 277.0 140.0 149.2 158.6 140.0 11.7 450 248.3 13 143.5 152.5 132.0 11.0 500 225.3 125.2 138.5 147.2 550 206.5 119.4 134.2 142.6 119.4 10.0 650 177.6 109.8 126.9 134.9 109.8 9.2 700 166.2 105.8 123.8 131.6 10 , $.8 750 156.4 102.3 121.0 128.6 102.3 8.5 850 140.1 116.1 123.4 96.0 8.0 900 133.4 93.3 St �� spa� 121.0 93.3 7.8 950 127.3 90.9 Patio d "or-and118.9 90.9 7.6 1000 121.9 88.6 mulled hd 116.9 88.6 7.4 1050 117.0 86.4 miudlz 115.0 86.4 7.2 1100 112.5 84.4 106.5 113.2 84.4 7.0 1150 108.4 82.6 105.0 111.5 82.6 6.9 1200 104.7 80.8 103.5 110.0 80.8 6.7 1250 101.2 79.2 102.1 108.5 79.2 6.6 1300 98.0 77.7 100.8 107.1 77.7 6.5 1350 95.1 76.2 99.5 105.7 76.2 6.4 1400 92.4 74.8 98.3 104.5 74.8 6.2 1450 89.8 73.5 97.2 103.2 73.5 6.1 1500 87.4 72.3 96.1 102.1 72.3 6.0 Notes: 1- Headers are designed for a maximum live load deflection of L/360 and total load deflection of U240. See door/window manufacturer's specifications for additional requirements. Headers-(32 1.5"x9.25" LVL Headers CD=1.15- Delta LL=L/360 SECTION 6-1 SHEET 6.5.88 CALCULATED BY DB DATE 4/16/2015 REVISED Header Type: (3) 1.5" x 9.25" LVL per box deltaLL = L/360 CD = 1.15 deltaTL = L/240 Shear Length, Moment Deflection Live Deflection Total Max Max Load (plf) L (in) Length, LM (in) Load (80/o TL) Load Length, Allowable Allowable Length, LdeltaLL (In) LdeltaTL(in) Length (in) Length (ft) 100 2201.3 481.8 266.8 283.5 266.8 22.2 150 1473.7 393.4 233.1 247.7 233.1 19.4 200 1109.9 340.7 211.8 225.0 211.8 17.6 250 891.6 304.7 196.6 208.9 196.6 16A 300 746.1 278.2 185.0 196.6 185.0 15.4 350 642.2 257.5 175.7 186.7 175.7 14.6 400 564.2 240.9 168.1 178.6 168.1 14.0 450 503.6 227.1 161.6 171.7 161.6 13.5 500 455.1 215.5 156.0 165.8 156.0 13.0 550 415.4 205.4 ( O ft" .li" �f 160.6 151.2 12.6 - 600 382.3 196.7 tl lD t 156.0 146.8 12.2 _ . 650 354.3 189.0 151.9 143.0 11.9 700 330.3 182.1 39.5 148.2 139.5 11.6 AILM 750 309.5 175.9 136.3 144.9 800 291.4 170.3 133.4 141.8 133.4 11 A 900 261.0 160.6 128.3 136.3 128.3 10.7 950 248.3 156.3 126.0 133.9 126.0 10.5 1000 236.8 152.4 123.8 131.6 123.8 10.3 1050 226.4 148.7 121.8 129.5 121.8 10.2 1100 216.9 145.3 120.0 127.5 120.0 10.0 1150 208.3 142.1 118.2 125.6 118.2 9.9 1200 200.4 139.1 116.5 123.8 116.5 9.7 1250 193.1 136.3 115.0 122.2 1300 186.4 133.6 113.5 120.6 113.5 9.5 1400 174.4 128.8 A110.7 117.6 110.7 9.2 1450 169.0 126.5 109.4 116.3 109.4 9.1 1500 164.0 124 ( ceinter g Nlr 115.0 108.2 9.0 total load Notes: 1. Headers are designed for a maximum live load deflection of L/360 and total load deflection of L/240. See door/window manufacturer's specifications for additional requirements. Headers- 3 1.5"x9.25" LVL-CD=1.00- Delta LL=L/360 SECTION 6-1 SHEET 6.2.88 CALCULATED BY DB DATE 4/16/2015 REVISED Header Type: (3) 1.5" x 9.25 LVL per box deltaLL= L/360 CD = 1.00 deltaTL= L/240 Deflection Live Deflection Total Max Max Shear Length, Moment 0 Load (plf) Lv(in) Len Load (80,Ja TL) Load Length, Allowable Allowable ff i`d `r fk if4b6d , LL(in) LdeltaTL (in) Length (in) Length (ft) 100 1916.E 25c.t? 283.5 266.8 22.2 150 1283.9 366.8 233.1 247.7 233.1 19.4 200 967.6 317.7 211.8 225.0 211.8 17.6 250 777.7 284.1 196.6 208.9 196.E 1 16.4 300 651.2 259.4 185.0 196.6 350 560.8 240.1 175.7 186.7 175.7 14.6 . 450 440.3 211.8 161.6 171.7 161.6 13.5 500 1 398.1 200.9 156.0 165.8 156.0 13.0 550 363.6 191.6 151.2 160.6 151.2 12.6 600 334.9 183.4 146.8 156.0 146.8 12.2 650 310.5 176.2 143.0 151.9 143.0 11.9 700 289.7 169.8 139.5 148.2 139.5 11.6 750 271.6 164.1 136.3 144.9 136.3 11.4 800 255.8 158.8 133.4 141.8 133.4 11.1 850 241.8 154.1 130.7 138.9 130.7 10.9 900 229.4 149.8 128.3 136.3 128.3 10.7 950 218.3 145.8 126.0 133.9 126.0 10.5 1000 208.3 142.1 123.8 131.6 123.8 10.3 1050 199.3 138.6 121.8 129.5 121.8 10.2 1100 191.1 135.5 120.0 127.5 120.0 10.0 1150 183.6 132.5 118.2 125.6 118.2 9.9 1200 176.7 129.7 116.5 123.8 116.5 9.7 1250 170.3 127.1 115.0 122.2 115.0 9.6 I, 1300 164.5 124.6 113.5 120.6 113.5 9.5 1350 159.1 122.3 112.1 119.1 112.1 9.3 1400 154.1 120.1 110.7 117.6 110.7 9.2 1450 149.4 118.0 109.4 116.3 109.4 9.1 1500 145.0 116.0 1 108.2 115.0 108.2 9.0 Notes: 1. Headers are designed for a maximum live load deflection of L/360 and total load deflection of L/240. See door/window manufacturer's specifications for additional requirements. Headers-Combo-CD=1.00- Delta LL=L/360 SECTION 6-1 SHEET 6.8.0 CALCULATED BY DB DATE 10/7/2015 REVISED (2) 2x10 SPF No.1/No.2 deltaLL= L/360 Girder Type: per box CD = 1.00 2) 2x10 SPF No.1/No.2 deltaTL= L/240 Shear Length, Moment Deflection Live Deflection Total Max Max Load (plf) Load (80/o TL) Load Length, Lj,rWL Allowable Allowable L„(in) Length, LM (in) Length, L g deltaLL(In) (in) Length (in) Length (ft) 100 1217.3 281.2 260.8 277.1 260.8 21.7 150 817.7 229.6 227.8 242.1 227.8 19.0 200 617.9 198.8 207.0 219.9 198.8 16.6 250 498.0 177.8 192.1 204.2 177.8 14.8 300 418.1 162.3 180.8 192.1 162.3 115 350 361.0 150.3 171.7 182.5 150.3 12.5 450 284.9 hQ1132.5 157.9 167.8 132.5 11.0 500 258.3 1 125.7 152.5 162.0 125.7 10.5 550 236.5 fj9.9 147.7 157.0 119.9 10.0 600 218.3 1 J43 143.5 152.5 114.8 9.6 650 202.9 1 S `f1lr bedroom #4 139.7 148.5 110.3 9.2 700 189.8 "1 spano 144.9 106.3 8.9 750 178.3 102.7 133.2 141.6 102.7 8.6 800 168.4 99.4 130.4 138.5 99.4 8.3 850 159.5 96.4 127.8 135.8 96.4 8.0 900 151.7 93.7 125.4 133.2 93.7 7.8 950 144.7 91.2 123.1 130.8 91.2 7.6 1000 138.4 88.9 121.0 128.6 88.9 7.4 1050 132.7 86.8 119.1 126.5 86.8 7.2 1100 127.5 84.8 117.2 124.6 84.8 7.1 1150 122.7 82.9 115.5 122.8 82.9 6.9 1200 118.4 81.2 113.9 121.0 1 81.2 6.8 1250 114.4 79.5 112.4 119.4 79.5 6.6 1300 110.7 78.0 110.9 117.8 78.0 6.5 1350 107.3 76.5 109.5 116.4 76.5 6.4 1400 104.1 75.1 108.2 115.0 75.1 6.3 1450 101.2 73.8 106.9 113.6 73.8 6.2 1500 98.4 72.6 105.7 112.4 72.6 6.0 Notes: 1. Headers are designed for a maximum live load deflection of L/360 and total load deflection of L/240. See door/window manufacturer's specifications for additional requirements. Headers- 2 2x10 SPF#2-CD=1.15- Delta LL=L/360 SECTION 6-1 SHEET 6.3.50 CALCULATED BY DB DATE 4/16/2015 REVISED Header Type (2) 2x10 SPF No.1/No.2 per box deltaLL= L/360 CD = 1.15 deltaTL= L/240 Shear Length, Moment Deflection Live Deflection Total Max Max Load (plf) L (in) Length, LM (in) Load (80/o TL) Load Length, Allowable Allowable Length, LdeltaLL(In) LdeltaTL(In) Length (in) Length (ft) 100 707.8 213.2 207.0 219.9 207.0 17.2 150 478.0 174.1 180.8 192.1 174.1 14.5 200 363.2 150.8 164.3 174.E 150.8 ��l .6 300 248.3 123.1 143.5 152.5 123.1 10.3 350 215.4 114.0 1 X'136.3 144.9 114.0 9.5 400 190.8 106.6 X 130.4 138.5 106.6 8.9 450 171.7 100.5 125.4 133.2 100.5 8.4 500 156.4 1 95.4 J121.0 128.6 95.4 7.9 550 1 143.8 90.9 12nd fir �§ p1 124.6 90.9 7.6 600 133.4 1 87.0 1 Beo '1 121.0 87.0 7.3 650 124.5 83.6 imq 117.8 83.6 7.0 700 117.0 80.6 108.2 115.0 80.6 6.7 750 110.4 77.9 105.7 112.4 77.9 6.5 800 104.7 75.4 103.5 110.0 75.4 6.3 850 99.6 73.1 101.4 107.8 73.1 6.1 900 95.1 71.1 99.5 105.7 71.1 5.9 950 91.1 69.2 97.7 103.8 69.2 5.8 1000 87.4 67.4 96.1 102.1 67.4 5.6 1050 84.1 65.8 94.5 100.4 65.8 5.5 1100 81.2 64.3 93.1 98.9 64.3 5.4 1150 78.4 62.9 91.7 97.4 62.9 5.2 1200 75.9 61.5 90.4 96.1 61.5 5.1 1250 73.6 60.3 89.2 94.8 60.3 5.0 1300 71.5 59.1 88.0 93.5 59.1 4.9 1350 69.6 58.0 86.9 92.4 58.0 4.8 1400 67.7 57.0 85.9 91.2 57.0 4.7 1450 66.0 56.0 84.9 90.2 56.0 4.7 1500 64.5 j 55.1 83.9 89.2 55.1 4.6 Notes: 1 Headers are designed for a maximum live load deflection of L/360 and total load deflection of U240. See door/window manufacturer's specifications for additional requirements. CONNECTICUT VALLEY HOMES SCOTT ANDERSON S�/`.T� 1 �• LAST V V ■■ MODEL HOME 138 BOSTON POST RDA EASTLYME, D CT Selll I ■■ 900.1lBd281 C O N N E C T I C U T RHODE ISLAND DESIGN STUDIO VALLEY HOMES v9ESTE LYTRi 2"11 3 CUSTOM HOME PLANS FOR FISHERS ISLAND 2-STORY rHESE PLANS HAVE BEEN EXTRACTED FROM APPROVED 1 buIEDING OFFLELATID BUILDING SYSTEMS FILED WITH THE STATE, OFF EAST END ROAD L----------------------j @ FIDCO GATEHOUSE, FISHERS ISLAND,NY 06390 SUFFOLK COUNTY STAGE DATE DRAWN BY NY. CERTIFICATI❑N FOR M❑DULARS SDD PRELIM 3/14/24 SDD YES X N❑ FINAL 3/27/24 ACS THE F❑LL❑WING ELEMENTS OF CERTIFICATI❑N STAMP SET 4/30124 DJSREV.FINAL 5/16/24 ACS REQUIRED BY THE MANUFACTURER TO EXCLUDE EACH HOME ARE AS FOLLOWS: 1) DESIGNATED ONLY FOR ERECTION ON A SITE-BUILT PERMANENT F❑UNDATION ' 2)NOT DESIGNE➢ TO BE MOVED ONCE INSTALLED• - 3)DESIGNED AND MANUFACTURED TO COMPLY WITH NATIONALLY RECOGNIZED MODEL - - BUILDING CODE OR EQUIVALENT TO BUILDING CODES FOR ON-SITE HOUSING, _ OR WITH MINIMUM PROPERTY STANDARDS ADAPTED BY THE SECRETARY PURSUANT TO TITLE II OF THE NATIONAL HOUSING ACT, AND 4) T❑ THE MANUFACTURER'S KNOWLEDGE IS NOT INTENDED TO BE USED OTHER THAN ON A SITE-BUILT PERMANENT FOUNDATION. ' FINISHED CEILING x w x CDN a 4" VINYL W CORNER BOARD = 4/4 VINYL SIDING � Ell D I 3 I� ni FINISHED FLOOR FINISHED CEILING OD 4 x W_ CD ltI Li W CZ, Cu a� L=J Lv ti Lj � 3 I FINISHED FLOOR _FINISHED GRADE_ ACCESS TO GRADE « * * 5/"x6" VINYL FRONT DOOR TR(M-1/ *** 5" EXT. PVC-/ KICK PLATE THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED BUILDING SYSTEMS FILED FRONT ELEVATION WITH THE STATE, SHIPLOOSE SIDING �v�>•,f_ � W66 2442 CUSTOM 2-STORY U�- / THE PFAA'OF APEX PERPECTIO L' *** OPTIONAL FEATURE. 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT (l�I � '-tl.►"J 7172ROVTE522 A//DOLEBORG, PA /7842 }, THIS FAC70R'Y MAN JFRCTURED HOME IFMH; PLAN HAS BEEN DERIVED FROM IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE PHONE.•(570f"7-2999 EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE JOB #. WORK TO BE PERFORMED BY C.V.H., THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER 84561 '/t NO. M1168-2022-075, MANUFACTURER'S NO, M1168, WHICH HAS NOT BEEN THE DRAWIIIGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN �(/►'/ a v'� OWNER OR THE GENERAL CONTRACTOR AS MODIFIED IN ANY MANNER. OR INTENT. IF A DRAWING REARING THE SEAL OF AN ENGINEER IS 07E 18104 2, THE ENERGY PORTION OF FMH PLAN HAS BEEN PP.EPAP.ED USING CHAPTER ALTERED, THE ALTERING ENGINEER. SHALL AFFIX HIS SEAL TO � NOTED ON THE CONSTRUCTION AGREEMENT 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE THE DRAWING WITH A NOTATION " ALTERED BY ' FOLLOWED BY �ER1AL (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE HIS S]GNATJRE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC 0000000 DESCRIPTION OF THE ALTERATION, Oc ^+ ILE NAMD A18104 P P� W -80� �0 -,TATE: NY EXPSUPIE .AT❑EGOPY: C SNOW d .0 ZONE: 30 PSF I WIND ZONE: 106Vasd/137 Vult MPH 089342'w`�� WoaD 30 PSF A�FESS l�\`�� ,CASE: 1/8n- 1 1-0 11 May 28, 2024 Ai,E A1 . 1 CONNECTICUT VALLEY HOMES SCOTT ANDERSON EAST LYME MOM O HONES f 20 BOSTON POST ROAD ■■ EAST LYME,CT DDEL 6333 I ■■ B00-IbB-02W C C N N E C T I C U T RHODE ISLAND DESIGN STUDIO 271 POST ROAD, VALLEY HUMES WESTER LY,111028911 888-217.8252 CUSTOM HOME PLANS FOR FISHERS ISLAND _____________________ 2-STORY (THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED , L,UaLAIiNU LLt-AIiON LBUILDING SYSTEMS FILED WITH THE STATE __________________ J OFF ASGATEHT END OS ——— @ FIDCO GATEHOUSE, FISHERS ISLAND,NY 06390 SUFFOLK COUNTY STAGE DATE DRAWN BY SOD PRELIM 3114124 SDD FINAL 3/27/24 ACS STAMP SET 4/30124 DJS REV.FINAL 5/16/24 ACS FINISHED CEILING F3 a (j _ CDa 4" VINYL— `D - a CORNER BOARD 0Li= 4/4 VNYL SIDIN, `D o � q I 3 t` nT FINISHED FLOOR. FINISHED CEILING cn w_ o U I LJ � w ca CD Li a I = HO CLI 3Li aQ 3 I` FINISHED FLOOR FINISHED GRADE BILCO & PERMENTRY Z BY OWNERS CONTRACTOR REARELEVATION THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED BUILDING SYSTEMS FILED SHIPLDO°E SIDING WITH THE STATE, 2442 CUSTOM 2-STORY TH£P£!K OF ✓- j7 Lr P6RF6L'T/ON 04�I`EL ST,s tJ .,-PA, LLC. *** OPTIONAL FEATURE. 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT 717Z)?0l1T£5P2 ,H/DOLPBORC, P.! /719" 1, THIS FACTORY MRNUFAC TUBED HOME (FMH; PLAN HAS PEEN DERIVED FRLIM IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE -110,4 E•/570J B37—Y333 WORK TO BE PERFORMED BY C.V,H., THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION EDUCATION F FOR ANY PERSON, UNLESS ACTING UNDER THE Mpg NO. M1166-2022-075, MANUFACTURER'S NO. M116e, WHICH HAS NOT BEEN DIRECTION ❑ A LICENSED PROFESSIONAL ENGINEER, T❑ ALTER 84561 THE DRAWING; IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OWNER OR THE GENERAL CONTRACTOR AS MODIFIED IN ANY MANNER, OR INTENT, IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS QUOTE 18104 2 THE ENERGY PORTION dF,FMH PLAN HAS BEEN PREPARED USING CHAPTER ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO N NOTED ON THE CONSTRUCTION AGREEMENT 5 OF NEW YORK STATE ENERGY CONSERVATION HIS SIGNATURE, THE DATE CF SUCH ALTERATION, AND A SPECIFIC CONSTRUCTION CODE THE DRAWING WITH A NOTATION ' ALTERED BY FOLLOWED Ek1AL 0000000 (ENERGY CODE) AND IS IN FULL COMPLIANCE WI7H THE ENERGY CODE �' DESCRIPTION OF THE ALTERATION, QF NFL, FILE NAME: A18104 W Eel �0, >TATE. NY v, 47 > 0 -ATEGORY: C t , L �► ZONE 30 PSF Z ZONE� � 106Vasdl137 Vult MPH 89342' WIND S LOAD. OAD 30 PSF �FES ` SCALE: 1/8"= 1'-01' May 28, 2024 WAGE it A1 .2 CONNECTICUT VALLEY HOMES SCOTTANDERSON EAST LYME MODEL HOMES 128 BOSTON POST ROAD ■■ EAST LYME,CT 063M I on 800-084264 C O N N E C T I C U T RHODE ISLAND DESIGN STUDIO VALLEY HOMES WESTERLY,At 028811 89o-2n-8252 CUSTOM HOME PLANS FOR FISHERS ISLAND 2-STORY r7=777=77 77 EXTRACTED F7 APPROVE➢ I bu1LL1NG LGC.AtIGiv. BUILDING SYSTEMS FILED WITH THE STATE, OFF EAST END ROAD L -------------------J @ FIDCO GATEHOUSE, FISHERS ISLAND,NY 06390 SUFFOLK COUNTY STACE DATE DRA➢IV BY SOD PRELIM 3/14124 SDD FINAL 3/27/24 ACS STAMP SET 4130124 DJS REV.FINAL 5/16/24 ACS 12 17 FINISHED CEILING x LJ e cU x CD 4° VINYL LJ CX CORNER BOARD 0 \ = 4/4 VINYL SIDING � o �D z_ I 3 EELL r FINISHED FLgDf FINISHED CEILING M I x L� w o tU = r, w OJ q o w I = (U \D n cr' 3 I FINISHED FLOOR FINISHED GRADE_ ACCESS TO GRADE ww ACCESS TO GRADE w** LEFTSIDE ELEVATION THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED BUILDING SYSTEMS FILED SHIPLOOSE SIDING VtATH THE STATE. 2442 CUSTOM 2-STORY �/�' n L�i,� P6RFEL'TION *** AO�Il�'Sof PA, LLC OPTIONAL FEATURE: "TO THE PEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT 7/72 ROOTF 522 .V/DDLEWURC, PA 17B4P L THIS FACTORY MANUFACTURED HOME lFMH? PLAN HAS BEEN DERIVED FROM EDUCATIT IS A VIOLATION LAW ONR ANY POF ARTICLE 145 OF THE NEW YORK STATE P{/ONE.•(570) qS7-2999 WORK TO BE PERFORMED BY C.V.H., THE A SYSTEM SET OF FMH PLANS PREVIDUSLY APPROVED BY DOS, APPLICATION DIRECTION TION EF A LICENSED PROF UNLESS ESSIONALENGINEER, TO AL EP ACTING UNDER THE JOB 84561 NO. M1168-2022-075, MANUFACTURER'S NO, M1168, WHICH HAS NOT BEEN THE DRAWIN-S IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OWNER OR THE GENERAL CONTRACTOR AS MODIFIED IN ANY MANNER, ❑R INTENT. F A DRAWING BEARING THE SEAL OF AN ENGINEER IS )uorE 18104 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL T❑ d NOTED ON THE CONSTRUCTION AGREEMENT 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE THE IGNAT ; WITH A NOTATION " ALTERED BY FOLLOWED BY #ERtAL (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE HIS SIGNATLRE, THE DATE ❑F SUCH ALTERATION, AND A SPECIFIC 0000000 DESCRIPTION OF THE ALTERATION, OF N ILE NAME: A18104 W'soR� �O -,TATE: NY EXPOSURE CATEGORY: C. G. ^U zo c 30 PSF WIND ZONE: 106Vasd/137 Vult MPH �89 42'� �C WIND �,R�F LOAD: 30 PSF ESS Imo' May 28, 2024 WAGE ti: A1 .3 CONNECTICUT VALLEY HOMES SCOTTANDERSON EAST LYME MODEL HOMES I2B BOSTON POST ROAD :: EAST LYME,CT 06333 1 8004084284 C 0 N N E C T I C U 7 RHODE ISLAND DEsm STUDIO III IT ROAD. VALLEY HOMES WEST RLY,RI 0 2"' 0e8-V7-8232 CUSTOM HOME PLANS FOR FISHERS ISLAND � 2-STORY I IHESE PLANS HAVE BEEN EXTRACTED FROM APPROVED -I IJUILEI,- LL A,WN �BUILDING SYSTEMS FILED WITH THE STATE, ------��______________J OFF EAST END ROAD @ FIDCO GATEHOUSE, FISHERS ISLAND,NY 06390 Su FOLK COUNTY ETACE DATE DRAWA BY SDD PRELIM 3/14124 SDD FINAL 3/27/24 ACS STAMP SET 4/30/24 DJS REV.FINAL 5116/24 ACS 12 �7 FINISHED CEILING w (J = C) 4" VINYL a CORNER BOARD = 4/4 VINYL SIDING I k Q I 3 ClJ FINISHED FLOOR FINISHED CEILING LD w CDLi — I CO q o Q w I = cu 3 � a � 3 I FINISHED FLOOR FINISHED GRADE_ ACCESS TO GRADE ACCESS TO GRADE www BILCO & PERMENTRY BY OWNER'S CONTRACTOR-1 RIGHTSIDE ELEVATION THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED BUILDING SYSTEMS FILED SHIPL�OSE SIDING VATH THE STATE. 2442 CUSTOM 2-STORY rive P£d.r OF P£RF£L'TION *** OPTIONAL FEATURE: J70WEsa., LC. 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT P,, L 717P ROUT£62Z I. THIS FACT IT IS A VIOLA'ION OF ARTICLE 145 OF THE NEW YORK STATE vionc£soRc, Pd FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIL ED FROM PHONE. (570/ WORK TO BE PERFORMED BY C.V.H., THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION EDUCATION LAW FOR ANY PERSON, UNLESS ACTING, UNDER THE B97-2939# NO, M1168-2022-075, MANUFACTU L}RER'S NO. M1168, WHICH HAS NOT BEEN DIRECTION ❑F 6 LICENSED PROFESSIONAL ENGINEER, TO ALTER 84561 MODIFIED IN ANY MANNER, THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OWNER OR THE GENERAL CONTRACTOR AS ❑P INTENT, IF A DRAWING BEAPING THE SEAL OF AN ENGINEER IS UUIE 2, THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER AERED, THE RED, NG FALTERING ENGINEER SHALL ALTERED AFFIX FOLLOWED HIS SEAL DTBY 18104 LT NOTED ON THE CONSTRUCTION AGREEMENT 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE ' HIS SIGNATURE, THE DATE OF SUCH ALTERATION, SERIAL 0000000 (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE AND A SPECIFIC DESCRIPTION OF THE ALTERATION, �! O B F� FILE NAME: A18104 O�a/4 0 STATE; NY EXPOSURE CATEGORY: C ,u ZONE 30 PSF Z ZONE: 106Vasd/137 Vutt MPH �89342'� WIND AR�FESS' � _OAD 30 PSF May 28, 2024 �LALE: 1/8 It= 1'-033 AuE . A1 .4 CONNECTICUT VALLEY HOMES SCOTTANDERSON EASTLFMEMODELHCMES 126 SOSTOH POST ROAD r EAST LlTIE,CT 068"I 8004684284NECTICU T RHODE ISLAND DESIGN STUDIO LEY HOMES WASTPOST R YTR 028911 88&217-6162 CUSTOM HOME PLANS FOR FISHERS ISLAND _____________________ 2-STORY THESE PLANS HAVE BEEN EXTRACTED FkOM APPRUVED , BUILDINU LL�Hfiui1 OFF EAST END ROAD BUILDING LYLTEMS FILED WITH THE STATE IMPORTANT NETS @ GATEHOUSE, ALL FLOOR COVERINGS TO BE PF:OVIDED BY BUILDER, FISHEERSRS ISLAND,NY 06390 fr77.7yORK COD-Es--------------1 THEREFORE IT IS THE BUILDERS RESPONSIBILITY TO SUFFOLK COUNTY I YORK YPREVENTION REFERENCE): IDENTIFY ANY REQUIREMENTS TE APEX HOMES FOR RAISING I STACE DATE DR.9Yi'N BY BUUILDING CODE (WHICH INCORPORATES B 1202D RESIDENTIAL CODE OF NYS 1 2'-0' SDD PRELIM 3/14/24 SDD 12020 ENERGY CONSERVATION CONSTPUCTION CODE OF I L DOORS, CABINETS, ETC, PRIOR TO CONSTRUCTION_ J FINAL 3/27/24 ACS LNY �017 NATIONAL ELECTRICAL CODE _-_---J STAMP SET 4/30/24 DJS GLENCO SYSTEM CALC'S: STEPS TO REV.FINAL 5/16/24 ACS ALL EXT, L❑AD BEARING HDR. S� `,41TH SPAN OF S'-E" GRADE""" OR LESS WILL BE (3) 2x6 SPF 42 ALL OTHEP.S WILL "t ' BE SPECIFIED, ALL REQUIRED JACK STUDS SHOWN ARE I i - 2x6 SPF #2,ALL M/W HDR'S: WITH SPAN OF 5'-4" OR LESS WILL o _ 3 BE (4) 2x6 SPF #2 ALL OTHERS WILL BE SPECIFIED, DECK 12'-0'x 12'-0" O ?4" TOWEL m ) �o- BAR o � �� rTISSUE HOLDER - 28" A.F.F. TOWEL RING - 24" ABOVE VANITY TOP - TOWEL BAR - 46' A.F.F. BILCO & PERMENTRY it CONTRACTOR'S �R❑BE HOOK - 72" A,F.F, 1 42'-0" BY OWNER - _ �J TOWEL BAR DETAIL BATH #4 /#5 _ 2'-0" 3'-3° 4'-11" 7'-0° 7'-9 1/2" 14' 0° - ���d❑TES � - - - - - - � � L1/2" PLYWOOD EXTERI❑R WALL SHEATHING J '-6' 8'-1" 17'-1' 24'-3" 34'-6" rW;N❑TE: , CUT BACK FLOOR SHEATHING 11" EACH SIDE OF MARRIAGE WALL OPENINGS saFErr SP [SAFZETY SP A s FErY SP DHnHao6o GLAZED DH3260 AED DH2440 GLAZED EGRESS 3-2X10SPF 42 3D68 DH2440 9 LITE fWIND❑W HEADERS ARE TO BE @ TOWEL BA F( " fUaLL 13�R ('-10 1/2" UNLESS OTHERWISE NOTE W)K)rVINYLru BATH#5 VINYL PLANK x +VINYL IO PLANK rN❑TE I 30' 3' DRAIN & P ANK 30" BEDROOM #5 TP HLL 'n SJSPP, �, ALL ACCESS PANELS TO BE as ril s/o N FROM 2nd STORY i 176,77 SQ,FT, 7 (FRAMED OUT AND DRYWALLED' U' 0) sl �' _ 1a 14 LIGHT REO'D, MUD ROOM I a `t 7,07 VENT REO'D, AVER (\ OJ 2" U UR VENT h Lq�o��CL BD30B 34,80 LIGHT PROV'D, Z (� BATH#4 17,73 VENT PROV'D, o (U )KWVINYL 3° RADON VENT I PLANK ��N❑TE 7 , � k , , .� PLAN MAY BE EITHER #xwVINYL CLOSET o LREITATED OR MIR❑PEDJ PLANK _ ° S/0 2/8 5�68 6'-4 1/2" 6'-10 1/2" 7'-4 1/2' VIWINC❑ WINDOW SCHEDULE c, ------------------ — msc r-----BSc S-SERIES R❑UGH ❑PENING U VALUE 30 I HALL I I 30" ui (''?_) zxl . .a (2) 2x4 SPF#2 30" DH2440 24"x40" ,30 OMIT 3'-10" SECT I CLG & WALL GYP - F-I" DH3260 32"x60" 30 N 12'-0" GI 3'-3" x CD 13'-2 1/2" E '�� W� DH4040 40"x40" 30 _ MW CLG BEAM (4) 2x10 SPF #2 (2 EACH UNIT) ccuu II N LYI DH4060 40"x60" 30 (u ---- (U m n M II o m W I J o cn -ItT-1"IT7LT�TLItVG- ---------- = Z� DHDH8060 80"x60 30 (4) 2XIO SPF 42 (2 EACH UNIT) IN 2ND FLR a- w II 3 dUl zoo \ FLOOR " 3" DRAIN 8 ~ F t�=-� C,a Q 3'-3 2-3114 SUPP, a o w S p FROM 2nd STORY ro M t 6(� �z w VIWINC❑ WIND❑WS AND SGD DP RATING = 50 F u� �" III`l I Z~ J O'T -T a -1 M I PREP FOP z _ ***VINYL a w" 3 ONSITE SPACE DESIGN INFORMATION Q PLANK =3A ni w 41` SAVER MICRO o v r 4'-0" UNLESS OTHERWISrN0=__ - cl =�3 )v VINYL 11 q w WTDK16— 'K'� v ni 2x10 SPF FLOOR JOISTS @ 16"O.C. A ! N PLANK can BEDROOM 3 xr<l�lYl FUaGtK, a a OJ2000 FLOOR JOISTS @ 16"O.C. a, #`t LIVING/DINING ROOM ONSITE BY CVH M INTERIOR WALLS:@ 16"O.C. 14 28 LIGHT PEO'D. '-5 1/2" Li� KITCHEN � r � 0 7,14 VENT REO'D, c63,68 SCJ,FT, w�Y (\U C o 0 EXTERIOR WALLS:2x6 @ 16"O.C. I 3 7.1 LIGHT PROV'D, 42" HIGH 21.09 LIGHT REQ'D, �h VINYL MARRIAGE WALLS:2x4 16"O.C. 17,79 VENT PROV'D. UP SLO'ED n 22005LIGHT PRPV D u> PLANK M �� @ LANDING W/ WOO 11,86 VENT PROV'D. TRUSS/RAFTER:7/12 STORAGE @ 16"O.C. HARDWOOD A INCLUDES LIVING/DINING ROOM AND KITCHEN 3 (nc�1ST FLOOR CLG HEIGHT:8'-0" Ea 2ND FLOOR CLG HEIGHT:8'-0" 9 WINDOWS:VIWINCO S SERIES DH W/O GRIDS EGRESS SP SP SP SP FOUNDATION TYPE:BASEMENT 3D68 THESE PLANS HAVE BEEN EXTRACTED DH4060 DH4060 DH4060 DH4D60 FROM APPROVED BUILDING SYSTEMS FILE 1ST FLOOR CENTER GIRDER: (2)2X10 SYP#2/(2)1 1/2"x91/4"LVL 4'-6" 10`6" 21'-0" 31'-6" 37'-6" WITH THE STATE. 1ST FLOOR SQ. FT.: 994 12'-0" 28'-7 1/2" SHI/FP1 2ND FLOOR SQ. FT.: 994 DECK*** 1 ST STORY FLOOR PLAN SEE RES-CHECK AND CROSS SECTION FOR INSULATION VALUES ® R-13 INSULATI❑N INSTALLED IN 2x4 WALLS 4'-0"x8'-0' ELECTRIC BASEBOARD HEAT STEPS TO 2442 CUSTOM 2-STORY R-21 INSULATION INSTALLED IN 2x6 WALLS GRADE*** e �r v T9£P£ti<K OF •/ _-"z P P] PERFECT/ON GLAZED OPENINGS IN BUILDING LOCATED IN WIND BORNE DEBRIS REGIONS I�0�1�'S"of PA, LLC. ** OPTIONAL FEATURE: "TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT SHALL BE PROTECTED FROM WIND BORNE DEBRIS AS FOLLOWS: SITE SUPPLIED WOOD STRUCTURAL PANELS WITH A MINIMUM OF 7/16 A''ioni,9VRc, P,i 179s2 1. THIS FRCTORY ptR RfUFACTUREIJ NQPIE FFfH) PLAN HAS SEEN DERI V'ED FROFf IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE PynNE.•/syo 997-1999 WORK TO BE PERFORMED BY C.V.H. THE EDUCATIOrI LAW FOR ANY PERSON, UNLESS ACTING UNDER THE INCH THICKNESS AND A MAXIMUM SPAN OF 8 FEET SHALL RE PROVIDED JOB B A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED $Y DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS 84561 NO, M1368-2022-075, MANUFACTURER'S NO, Mll68, WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OWNER OR THE GENERAL CONTRACTOR AS MODIFIED ]N ANY MANNER, OR INTENI IF A DPAWING BEARING THE SEAL OF AN ENGINEER IS SHALL BE PRE-CUT S❑ THAT THEY CAN BE ATTACHED T❑ THE FRAMING f: ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO SURROUNDING THE OPENING CONTAINING THE PRODUCT WITH THE GLAZED 18104 NOTED ON THE CONSTRUCTION AGREEMENT 2, THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION ' ALTERED BY " FOLLOWED BY OPENING. PANELS SHALL BE FASTENED TO THE DWELLING IN SERIAL 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC [�CALE- 0000000 (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION. ACCORDANCE WITH TABLE R301,2,1,2, THESE PANELS WILL BE PROVIDED AND INSTALLED ON-SITE BY OTHERS NAME: A18104 OF NFL , NY W 80 �O SURE DRY: C �' 30 PSF 106Vasd/137 Vu(t MPH 30 PSF A�9342 �� 1/8 = 1 -0Sl0 # May 28, 2024 A 1 .5 CONNECTICUT VALLEY HOMES SCOTTANDERSON EAST LYldE MODEL HOMES U.BOSTOH POST ROAD r ■ EAST LYME,CT 063331 ■ 800-48"281N NECT1CUT RHODE ISLAND DESIGN STUDIO LEY HOMES WESTERLT,Al 2"1 SM2118252 CUSTOM HOME PLANS FOR FISHERS ISLAND 2-STORY ITHESE PLANS HAVE SEEN EXTRACTED FRpM APPP.pVED —I BUILDING Lo ATi7N BUILDING SYSTEMS FILED WITH THE srarE, OFF EAST END ROAD L__^_ ______ J @ FIDCO GATEHOUSE, FISHERS ISLAND,NY 06390 GLENC❑ SYSTEM CALC'S: 21-0" SUFFOLK COUNTY ALL EXT, LOAD BEAPING HDR'Sl WITH SPAN OF 6'-4" STACE DATE DR4WN BY OR LESS WILL BE C3> 2x6 SPF #2 ALL OTHERS WILL SDD PRELIM 3/14/24 SDD BE SPECIFIED. ALL REQUIRED JACK STUDS SHOWN ARE FINAL 3/27/24 ACS 2x6 SPF #2, STAMP SET 4/30/24 DJS REV.FINAL 5/16/24 ACS ALL M/W HDR'S WITH SPAN ❑F 8'-1" OR LESS WILL �r _ BE C4) 2x6 SPF #2 ALL OJ HERS 14ILL BE SPECIFIED, � - r 0-1 VIWINCO WINDOW SCHEDULE I IMPORTANT NOTE ALL FLOOR C❑VERINGS TO BE PR❑VIDED BY BUILDER, THEREFORE IT IS THE BUILDERS RESP❑NSIBILITY TO `0 24" TOWEL - S-SERIES ROUGH OPENING u VALUE IDENTIFY ANY REQUIREMENTS TO APEX HOMES FOR RAISING ( BAR - I DH2440 24'x40" 30 L _ DOORS, CABINETS, ETC. PRIOR TO C❑NSTRUCTI❑N_ _ J DH3260 32"x60" .30 - DH4040 40"x41)" .30 - - DH4060 40"x60" .30 TOWEL BAR DETAIL BATH #1 /#3 - - DHDH8060 8D"x60 30 - - VIWINC❑ WINDOWS AND SGD DP RATING = 50 42'-0" 2'-0" 3'-3" 4'-11" 7'-0" 7'-9 1/2" ® P-13 INSULATION INSTALLED IN 2x4 WALLS '-6" 8'-1" 24'-3° 34'-6" R-21 INSULATI❑N INSTALLEDI IN 2x6 WALLS SAFETY SP SAFETY SP SAFETY SP 3 2XlOSPF #2 SP GLK[ED i3LAZED DH2440 GLAZED DH2440 HEADER EGRESS DHDH3060 DH326D TOWEL BAR 3" 7,-0„ /� TOWEL BAR \ wx,FVINYL PLAfX r BATH#3 wx ¢3 ***VINYL PLANK a \' J I❑30" x ID 30' — VINYL PLANK, o 5,0 TP N11LllEB ,� ''`G116YL Pow w o BEDROOM 43 ' Q ^C coin . STORAGE J 176,77 SOFT, f- 3" RADON VENT I c _ 14.14 LIGHT REO'D, J jl ° �3O 7,07 VENT REOV Z V BATH S 34 80 LIGHT PPOV;D. cU #(VINYL 2' TVFLOOR ELECT, �` 17.73 VENT PROV'D. \ PLANK SUB-PANEL • • (U 5' FIBEP.GLASS° CLOSET r O� ~ ti TUB/SHOWER D o ` v = o 2/8 6/0 (U 6'-4 1/2" 6'-10 1/c`I' 7'-4 1/2" H m U SC u La Nu I 1 30" 21'-4„ (� (2) 2x4 SPF42 1 OMIT 3'-10" SECT z I sc CLG & WALL GYP (lJ 30 MW CLG BEAM (4) 2x10 SPF #2 (2 EACH UNIT) 25'-0" - -------- --------- -- - l) Fo CU I Zui � N CD C:) In _ O (s (J Q CLOSET A \ A P, \ #**VINYL PLANK q *—VINYL PLANK BEDROOM #1 v,° �z BD30B BEDROOM 42 a L� ' 178.50 SOFT, \U -1w ~ 208,32 SOFT, 0 14,28 LIGHT REO'D, .-. 0 16.67 LIGHT REO'D, o I 7,14 VENT REO'D. x w o 833 VENT REO'D, 33.00 LIGHT PROV'D, x 30' 33,00 LIGHT PRDV'D, 17,79 VENT PROV'D, xLANDING 17,79 VENT PROV'D, D � HARDWOOD BATH#2 ww)(VINYL PLANK EGRESS SOP SAFETY SP SP EGRESS SP GLAZED THESE PLANS HAVE BEEN EXTRACTED H3260 DH4060 DH4L160 D DH4060 DH4060 FROM APPROVED BUILDING SYSTEMS FILE 21'-0" 3 7'-6" WITH THE STATE. 12'-0" 3'-3" 8'-3 1/2' 16'-4" 2442 CUSTOM 2-STORY i .OK T9£P£AL'OF n r PERPBCTION -Tl fflOffF-S1 of P4, LLC. *** OPTIONAL FEATURE: TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT 7f7z ROVrN szz M/BBLEBURC, Pd 77842 t, THfa FRC7QR4' hfrtNUFRCTUREII HOMEFhfH3 FL 4N H4S BEEN L'Ek Iv'ED FRQh EDUCATIDN LAW FOR AYIT IS A VIOLATION OF ARTICLE t45 OF THE NEW YORK STATE Pf/ONL7(570)897-?95.9 THE WORK TO BE PERFORMED BY C.V.H., THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSEDPERSON PROFES IONALSENGINEER,ACTING TO ALTER Dk " 84561 NO. M1168-2022-075, MANUFACTUP.ER'S NO. M1168, WHICH HAS NOT BEEN THE DP.A,/INGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OWNER OR THE GENERAL CONTRACTOR AS MODIFIED IN ANY MANNER, OR INTEIIT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS cvaTE 18104 ALTERED THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO 2, THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRA dItdG WITH A NOTATIONALTERED BY " FOLLOWED BY ERIAL NOTED ON THE CONSTRUCTION AGREEMENT 5 OF NEW YpRK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC 4' 0000000 (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIP-ION OF THE ALTERATION, F NFw FILE NAME: O A18104 W .Bo - STATE: NY O SURE co �� G) I'ATPEGORY:O C * ZO E 30 PSF WIND = 70NE: 106Vasd/137 Vult MPH 089342'� wDAD: 30 PSF p�F, s I� � KALE: 1/811- 1 1-011 May 2$, 2024 SAGE A1 .6 CONNECTICUT VALLEY HOMES SCOTTANDERSON EAST LY1,1E MODEL HOMES 128 BOSTON POST ROAD r � EASTLYME,CTOS333I . 800.466"61N NECTICU T RHODE ISLAND DESIGN STUDIO LEY HOMES +ems';£+ Tw'2m,1 888-21M252 CUSTOM HOME PLANS FOR FISHERS ISLAND— 2-STORY THESE PLANS HAVE BEEN EXTRAC7ED FRf7M APPROVED , BUILDING LauAttaN BUILDING SYSTEMS FILED WITH THE STATE. OFF EAST END ROAD L ----.—J L1a FIpCOGATEHOUSE, PANEL BDX FISHERS ISLAND,NY 06390 CRT BRK" VOLr WIRE JCJ TYPE WIRE VOLT BRK CRr SUFFOLKCOUNTY STAGE DATE DRAJlW BY REFRIGERATOR 1 20A 120 12-2 AFCI 12-2 120 20A 2 SMALL APPLIANCE 3 AFCI 12-2 120 20A 4 SMALL APPLIANCE SDDPI2EUM 3114/24 SDTJ RANGE 5 40A 240 8-3AFT] 14-2 120 15A 6 GENERAL LIGHTING FINAL 3i27l24 ACS MICROWAVE 7 20A 120 12-2 AFCI 14-2 120 15A— 6 GENERAL LIGHTING STAMP SET 4/30/24 DJS d DISH WASHER 9 20A 120 12-2 AFC] AFCI 14-2 120 15A 10 GENERAL LIGHTING REV.FINAL 5116124 ACS EXTERIOR. GFI 11 20A 120 12-2 AFCI AFCI 14-2 120 15A 12 GENERAL LIGHTING EXTEPIOE GFI 13 20A 120 12-2 AFCI AFCI 12-2 120 20A I4 BATH GFI - - ELECTRfC HEAT 15 EGA 24U 12-2 AFCI I4-2 120 15A 16 GENERAL LIGHTING 17 AFCI 14-2 120 15A 18 GENERAL LIGHTING ELECTRIC HEAT 19 20A 240 12-2 AFCI 12-2 120 20A 20 BATH GFI 2I AFCI 14-2 120 15A 22 GENERAL LIGHTING 23 20A 240 12-2 AFCI 14-2 120 15A 24 GENERAL LIGHTING ELECTRIC HEAT 25 AFCI 12-2 120 204 26 BATH GFI DECK'"' 27 AFCI 14-2 120 15A 28 GENERAL LIGHTING 12'-0"x12'-0" - ELECTRIC HEAT 24 20A 240 12-2 30 ELECTRIC HEAT 31 20A 240 12-2 32 33 34 - - ELECTRIC HEAT 37 204 240 12-2 36 ELECTRIC HEAT _.41- 20A 240 12-c '" 42 ELECTRIC HEAT 44 45 20A 240 12-2 46 47 48 49 50 51 52 wP � _ 53 Ja -rr XL C H1ME: T 1000 WT, 1 ELEC DROPS .1S LLT R LT 12 �� _ 6'0"-15D0� 16 / 8' COILS BATH�5 LID \LED I _ 1000 WT. BEDROOM #5 D EVITON • LLE ( SWITCH �� I `''�, o �,TY., u,TP 0 I • MUD ROOM I I TIMER N - I ( 1 T TIMER L • � 0 GF SWITCH BOX AND BLOCK V I BAll- I N 4 FOR PADDLE FAN • • 27/29 CL4SE"� L 3/25 L__ � I Ac n I LCD DC I nC L[D JBOX IN FLO- HALT__ EMERGENCY 10 SHUT OFF r" ———— — —— _ SWITCH W — I co A_ —-'I ELEC DROPS 19/2l T r I wl `/l s T 15/17 DTI GF' II I W/ 22' COILS I l g I I I R LED III — CT GFI J LL- m _I v= I -- .." �T L I w BOX AND BLOCK wl I I I t3 III 7 'ABET FOR PADDLE FAN I \ I t' w � I — --� / �F —1 `L 2 BOX AND BLOCK I 1 CT FOR PADDLE FAN I I F BEDROOM 4 Z� � � �I LN1 NCi N DTN ROOM _' I U I ITCHEN o Dw J QI I I LED LED 6 L -- I I L-- -- — � UNDERSIDE 6'Q"-I500W 6'0"-ISOOW c` OF LANDINGS3 / S 3S ) DI ) G I — XL THESE PLANS HAVE BEEN EXTRACTED &F I FROM APPROVED BUILDING SYSTEMS FILED WITH THE STATE. SH1 DECK 4'-0'x 8"-0" 2442 CUSTOM 2-STORY Pltl �+r PE FECT 0V (14 *** OPTIONAL FEATURE trof�So�P4, • TO THE PEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT ^rIP MYRC s4 d?DOLERURG; PA r78d2 d. iH'fS i�tCTGt7t' Alr l'vU'r rSCTi+F'LU h'CikrE t'f tt4? FL sfd r?' S 'EEtd LERYV'ECf FkC+M IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YOQK STATE Plro+e /,s�ol ` n c 1� p C V/ � A SYS7EM fiEI OF FMH PLANS PVEVIDUSLY APPROVED BY IJT7 , APPLICAIIDN DIREC TI h LAW FOP IC ANY PERSON, UNLESS ENGIACTINEER, UNDER THE )Ln a_ 1 WORK TO BE PERFORMED 8� C.V.H.., THE DIRELTIDII OF A LICENSED PROFESSIONAL ENGINEER, T❑ ALTER. $4561 NO, M1168-2022-075, MANUFACTURER'S NO. M1758, WHICH HAS NOT BEEN THE DRAVINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN /'�1A1NER OR THE GENERAL CONTRACTOR TOR A� MODIFIED 7iJ ANY MANPJER, OR INTENT. IF -A DRAWING BEARING THE SEAL OF AN ENGINEER 7S U� E 18104 VVV�VCI� R C VLIVCRIIL �V I� t� I� 2, THE ENERGY FLIRT7DN DF FMH FLAN HAS BEEN PREPARED USING ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO THE DP.AVING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY SERIAL NOTED ON THE CONSTRUCTION AGREEMENT 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATUPE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC #' 0000000 (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPT',ON OF THE ALTERATION. TILE NAMES A18104 W.BQR j•- STATE; NY �.p --XF'osuFE "ATEGORY� C * zoNE: 30 PSF ,u "Z ONEE 106Vasd/137 Vint MPH .Iran 0�93 4{2' t<, oan: 30 PSF A'AFESS ~ -CALE; 11$"= V 0" May 28, 2024 PAGE A1 .7 CONNECTICU.T VALLEY HOMES SCOTTANDERSON EAST LYA1E MODEL NCA1ES 128 EOSTON POST ROAD r EAST LYME.CT063MI 800468.626c PJECTICU T RHODE ISLAND DESIGN STUDIO LEY HOMES' WFSTFrsv RI@"1I 869-V7-8252 CUSTOM HOME PLANS FOR FISHERS ISLAND 2-STORY iTTHESE PLANS HAVE BEEN EXTRACTED FROM APPROVED , Bu1L➢IIv6 LUCai;wv BUILDING SYSTEMS FILED WITH THE STATE. OFF EAST END ROAD L__� _ --.....J QFIDCOGATEHOUSE, FISHERS ISLAND,NY 06390 PANEL BOX SUFFOLK COUNTY CPT BRK VOLT WIRE TYPE TYPE WIRE VOLT BRK CPT STAGE DATE DRAWN BY REFRIGERATOR 1 20A 120 12-2 AFCI- AFCI 12-2 120 20A 2 SMALL APPLIANCE SDD PRELIM 3/14124 SDD RANGE 3 40A 240 2-3 AFCI 12-2 120 20A 4 SMALL APPLIANCE FINAL 3/27l24 ACS 5 AFCI 74-2 120 15A 6 GENERAL LIGHTING STAMP SET 4/30/24 DJS MICROWAVE 7 204 120 12-2 AFCI AFCI 14-2 120 15A 8 GENERAL LIGHTING f REV.FINAL 5116/24 ACS DISH WASHER 9 20A 120 12-2 AFCI AFCI 14-2 120 I5A 10 GENERAL LIGHTING EXTEPIOP GFI 11 ?OA 120 1-2-2 AFCI ol AFCI 11-2 120 15f� 12 GENERAL LIGHTING EXTERIOR GFI 13 20A 120 I2-2 AFCI AFCI 12-2 120 20A 14 BATH GFI 15 20A 240 [2-2 AFCI 14-2 120 15A 16 GENERAL LIGHTING ELECTRIC HEAT 17 AFCI 14-2 120 15A 18 GENERAL LIGHTING ELECTRIC HEAT 19 204 240 12-2 AFCI 12-2 120 20A 20 BATH GFI 21 AFCI 14-2 120 15A 22 GENERAL LIGHTING ELECTRIC HEAT 23 20A 240 12-2 AFCI 14-2 120 15A 24 GENERAL LIGHTING 27, AFCl 12-2 12D 204 2L F47N 5F] 27 AFCI 14-2 120 15A 28 GENERAL LIGHTING ••- • • — ——— • •a • • • •a • . a—> • . • • . - - ELECTRIC HEAT 29 zoA zao tz-z 30 1 THE C❑NNECTI❑N PR❑N THE SUB PANEL TO THE MAIN ELECTRIC HEAT 31 20A 240 12-2 32 1 PANEL BOX TO BE MADE ❑N-SITE BY OTHERS AND IS TO I _ 33 34 -1 BE APPROVED BY TH= LOCAL BUILDING INSPECT❑R 1 ELECTRIC HEAT 35 20A 240 12-2 36 `----------------- -----------r------J - 37 38 ELECTRIC HEAT Yy 20A 240 12-2 4U 41 42 ELECTRIC HEAT 43 20A 240 12-2 44 45 46 47 48 49 50 51 52 53 54 Q00 WT, • T.K. u 28 6'0"-1500W _ — s 39/41 BATH#3JL \IL VITOP. �� LfD —�1000 WT. 1 BEDROOM 4a o s ITCH • STQt A E I Ln _ LEVEIRTON J I 1 �O o (� SWITCH BOX AND BLOCK V I B t NEON I ELECT,N `t FOR PADDLE FAN PILOT LED SUB-PA • • LEp B IN CEIL LIGHT CLO T FOR RADON PUMP° ! SWITC I \ 1 —-UQ \ • / J 43/45 S S 1 AcSD. I LID DiDc F X I y ;nc LED I Q N% 24 — ——— — — — ———— ——— ————— —— —J - - ---- --- -T I ,L(D I D 35/37 I Ac c IED ——— —— LED I I \! TO BSMT 1 I / J 31/33 TUX AND BLOCK 1 FOR PADDLE FAN CLOSET F EOX AND BLOCK FOP PADDLE FAN BEDROOA� y ° 120; L E V I T ON BEDROOM-2 TIMER -J1000 WT. ' SWITCH T.K. HTR LE 0 BATH#2 18 6'0"-I500W i - THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED BUILDING SYSTEMS FILED WITH THE STATE, 2442 CUSTOM 2-STORY 0.1Tf/£P J� £,Li' C� -.,z PET� P£RF£CTf°N OPTIONAL FEATURE: �'°�1Es°f P� "c TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT v iz°uT£sae ,vZanE£nuac, P.d 1yas2 r. THIS FACTCikr' hrALUFRCTUkEU HONE rFPrNj PLAN HAS BEENUEkIvEU FkQhl IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE P9°NE} is7°i arr-zs,4s -1 DF FMH PLANS PREVIOUSLY APPROVED BY BOS, APPLICATIDN EDUCATION LAW FOR ANY PERSON, UNLESS ACTING TO THE I7h M: A SYSTEM SE WORK TO BE PERFORMED BY C.V.H., THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER 84561 NO, M1168-2022-075, MANUFACTURER'S NO, M1168, WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OWNER OR THE GENERAL CONTRACTOR AS MODIFIED IN ANY MANNER, OR INTENT, IF A DRAWING BEARING THE SEAL OF AN ENGINEER 1S IUOrL 18104 2, THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING, CHAPTER ALTERED THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO NOTED ON THE CONSTRUCTION AGREEMENT THE DRA'/ING WITH A NOTATION " ALTERED BY ' FOLLOWED BY EaIAL 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC #' 0000000 (ENERGY CODE) AND 1S IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIP-ION OF THE ALTERATION, OF /V ILL NAML: A18104 STATE, W BpR ExPOSURE NY O� CATEGORY C NOW ZONE 30 PSF zO ND 106Vasd/l37 Vult MPH � 089342'� � WOAD 30 PSF - r ss Ipr1P�' CALE: 1/8"= V-0" May 28, 2024 A1 .8 CONNECTICUT VALLEY HOMES SCOTTANDERSON EAST LYME MODEL HOMES I28 BOSTON POST ROAD ■■ EAST LYME,CT 06333 1 �■ BOO-Ibbd.Wl C 0 N N E C T I C U T RHODE ISLAND DESION STUDIO D. VALLEY HOMES WEST RLLYTRIOB611 86&317 4151 CUSTOM HOME PLANS FOR FISHERS ISLAND ____________________ 2-STORY THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED "-I BU1LDD- LL,Hiiurl LBUILDING SYSTEMS FILED WITH THE STATE, ______ _________ J S END ROAD ——— @ FtDCO GATEHOUSE, FISHERS ISLAND,NY 06390 _ _ _ SUFFOLK COUNTY GENERAL NOTES 2020 RESIDENTIAL CODE OE N � NOTES ELEC 1 RILAL NOTES STAGE DATE DRAWN BY SDD PRELIM 3/14/24 SDD 1, GASKET OR WEATHERSTRIPPING AND 1, WINDOW EGRESS REQUIREMENTS MEET '� 2017 NEC N❑TES STAMP 3n7/24 . ACS AMP SET 4/30/24 DJS INSULATION, EQUIVALENT TO THE 2020 RCNYS, SECTION R310,1 1, ALL LIGHT BOXES MUST BE RATED TO SUPPORT 50# FOR NON-PADDLE FANS AND REV.FINAL 5116/24 ACS TNSUI ATT❑N ON THE SIJRP[1UNT)TN5 2, VISUAL INSPECTION OF THE 704 FOR PADDLE FAN BOXES, - SURFACES, IS TO BE INSTALLED UPON INSULATION INSTALLATION WILL BE 2, TAMPER RESISTANT < T,R, ) RECEPTACLES REQUIRED THRU-❑UT THE ENTIRE CETMPLETION QF- THE SET-UP QE THE DOCUMENTED BY THE APEX QC HOME, UNLESS NOTED OTHERWISE ON THE PLAN, . HOME AT CEILING ACCESS PANELS, AND DEPARTMENT, 3, ALL BALCONIES, DECKS AND PORCHES ACCESSIBLE FROM INSIDE THE DWELLING - / DR PULL DOWN STAIRS ON SITE BY 3, BUILDER TO INSTALL A FRESH AIR UNIT ARE REQUIRED TO HAVE ONE WATERPROOF ( W,P, ) T,R, GFI RECEPTACLE - - OTHERS, INTAKE FROM THE ON-SITE FORCED 2, DRYER VENT DUCT SHALL TERMINATE AIR SYSTEM TO MEET THE 1S/ITHI!`J THE PERIMETER OF THE BALCD1�vY DECK OR PDP.CN. - - ON AN OUTSIDE WALL [IF A BUILDING REQUIREMENTS OF M1507,3,3(1), 4, 1 & 2 FAMILY DWELLINGS ARE REQUIRED TO BE PORCH, WITH ONE W,P, T,R, 4, HOT WATER PIPE INSULATION SHALL GFI RECEPTACLE ACCESSIBLE WHILE STANDING AT GRADE LEVEL LOCATED A MAX, _ NOT LESS THAN 3'-0" IN ANY BE INSTALLED IN ACCORDANCE W/ OF G'-G" ABOVE GRADE AT THE FRONT AND REAR OF EACH DWELLING UNIT, - DIRECTION FROM ANY ❑PENING INTO SECT, N1103,4,2 OF THE 2020 RCNYS 5, THE GROUNDING CIRCUIT CONDUCTOR FOP THE CONTROLLED LIGHTING CIRCUIT WITHTHE BUILDING AND MUST AM R, E�IJIPPED 5, E'XIERIOR WALL FIRE RA 1 INr AND SHALL BE PROVIDED HT _THE LOCr i IDN 'WHERE S`WII�CHES CONTRUjLLING LIGH i ING WITH A SHOWEBACKDR AFT DAMPER, REQUIRED FIRE SEPARATION LOAD'S THAT ARE SUPPLIED BY A GROUNDED GENERAL PURP❑SE BRANCH CIRCUIT 3, TUB / SHOWER CONTROLLIMIT VALVES TO DISTANCES MEET THE REQUIREMENTS FOR OTHER THAN THE FOLLOWING: HAVE A HIGH STOP LIMIT SET A PER THE 2020 RCNYS TABLE 302,1(1) A, WHERE CONDUCTORS ENTER THE BOX ENCL❑SING THE SWITCH THROUGH A LIMIT WATER TEMPERATURE TO A & (2) RACEWAY, PR❑VIDED THAT THE RACEWAY IS LARGE ENOUGH FOR ALL CONDUCTORS, MAXIMUM OF 12C1° F O4 °r), 6- BUILDER TO PROVIDE AND INSTALL INCLUDING A GROUNDED CONDUCTOR, THE BASEMENT AND / ❑R ATTIC DOOR . HIGH-EFFICACY LAMPS IN 75% OF B, WHERE THE BOX ENCL❑SING THE SWITCH IS ACCESSIBLE FOP THE INSTALLATION MUST HAVE WEATHERSTRIPPING AND A PERMANENTLY INSTALLED LIGHTING OF AN ADDITIONAL OR REPLACEMENT CABLE WITHOUT REMOVING FINISH MATERIALS SWEEP PROVIDED AND INSTALLED FIXTURES ON-SITE PER SECTION C, WHERE SNAP SWITCHES WITH INTEGRAL ENCLOSURES COMPLY WITH 300.15 (E) ON-SITE BY OTHERS, N1104,1, �l ADD BLOCKING 1H \d(\LL3 ON, ALL END` 7, ('-ILL `WIND❑`WS `WITH ❑PE'SIRSGS `WHICH D, WHERE A SWITCH ODES NOT SERVE A HABITABLE ROOM OR BATHROOM OF CABINET RUNS FOR BASE, WALL, OPEN 4 INCHES OR GREATER, ARE 72 E, WHERE MULTIPLE SWITCH LOCATIONS CONTROL THE SAME LIGHTING LOAD SUCH TALL AND VANITY CABINETS TO PULL INCHES ABOVE THE FINISHED GRADE THAT THE ENTIRE FLOOR AREA OF THE ROOM OR SPACE IS VISIBLE FROM THE SIDE OF CABINETS TIGHT TO THE OR SURFACE BELOW AND THE LOWEST SINGLE OR COMBINED SWITCH L❑CATIONS WALL. PART OF THE CLEAR ❑PENING IS F, WHERE LIGHTING IN THE AREA IS CONTROLLED BY AUTOMATIC MEANS LESS THAN 2_ 4 INCHES A°D\�IE THE G. WHERE A SWITCH CONTROLS A RECEPTACLE LOADS FINISHED FLOOR, WILL REQUIRE 6, ALL 15 AND 20 AMPERE 125 AND 250 VOLT RECEPTACLES INSTALLED IN A WET WINDOW GUARDS PER 2020 RCNYS L❑CATION STILL MUST HAVE AN ENCLOSURE AND COVERS THAT ARE r-------------------t SECTIONS R312,2, THE WINDOW WEATHERPROOF WHETHER AN ATTACHMENT PLUG CAP IS INSERTED OR NOT. ALL V — REQUIRED COMPLIANCE SIGN 1 GUARDS WILL BE PROVIDED AND ENCLOSURES AND COVERS INSTALLED IN WET LOCATIONS MUST BE LISTED AS 1 R ON—SITE BY THE BUILDER 1 L__________________- INSTALLED 01\.1-SITE BY OTHER.`,, "EXTRA DUTY" 7, A LUMINARIES WEIGHING MORE THAN 50 LES, SHALL BE SUPPORTED WALL CABINET DETAIL INDEPENDENTLY OF THE OUTLET BOX, UNLESS IT IS LISTED AND MARKED FOR THE MAXIMUM WEIGHT TO BE SUPPORTED, SOFFIT, CROWN°MO°DR LDING 8, ALL 120 VOLT, SINGLE-PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES INSTALLED Its DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS BEDROOMS, SUN ROOMS RECREATION ROOMS CLOSETS, HALLWAYS, LAUNDRY AREA, OR SIMILAR ROOMS OR SOFFIT, No SOFFIT OR AREAS SHALL BE PROTECTED BY A LISTED COMBINATION-TYPE ARC-FAULT CIRCUIT J J —SOFFIT, MOLDING, SEE J �� aw �W �� H r ORDER FORM FOR DETAILS INTERRUPTER INSTALLED TO PROVIDE PROTECTION OF THE ENTIRE BRANCH 3� ¢w �� CIRCUIT, W 3Z <Z QW ~ = Ll '—t6 J'oi22L f- O = � CABINET w/ = 3� �¢ cu� u �Q 3< Lj W W EACH FILLER 9, ALL BATHROOM RECEPTACLES, LAUNDRY RECEPTACLES, EXTERIOR RECEPTACLES ¢ Q� � _ � EACH SIDE W " ' E _ L7 ED PANEL REF, AND ALL RECEPTACLES SERVING KITCHEN COUNTERTOPS, THE DISHWASHER CIRCUIT O = � �� H � PANEL z z NOTE'REFRIGERATOR OR RECEPTACLES THAT ARE WITH IN 6'-0" OF THE ❑UTSIDE EDGE OF THE KITCHEN [7 -U � THE SAME AS THE CABINET ABOVE OPENING, IF Q r o H SPACE THE MAXIMUM RECOMMENDED REFRIGERATOR HEIGHT T° BE PURCHASED IS THEHE WIDTH IS LiSINK INCLUDING RECEPTACLES UNDER THE SINK OR IN CABINETS ARE REQUIRED TO r � t- r � t- OJ r W� D LJ w w w w w w o MORE HEIGHT DR WIDTH 1S REQUIRED FOR B E G F I PROTECTED, w w W w w w W REFRIGERATOR CHOSEN, N011FY YOUR SALES "'m m N N N m Li" w m N m 3�—I�� REPRESENTATIVE PRIOR TO THE RELEASE or as as as as as as CD CLR, m u m u m u m u u m u m THE HOME FOR PRODUTION THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED BUILDING SYSTEMS FILED WITH THE STATE. SEE YOUR BLUEPRINTS AND PRICING/ORDER FOPM REFRIGERATOR CABINET.flETAIL F04 bGALL CADI;ICT SI LCS APdI1 CET LIR iG 4lCIO4;T lvul ro ;LALt 2442 CUSTOM 2-STORY ((ulh ��r/ L TEES'PEAR'OF J 4 PE ' PERRE•CT/ON flO11fL'S of PA, LLC. *** OPTIONAL FEATURE. TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT 7192 RouTX SZZ A//BBLBBORC, PA 178ez IT IS 1, THIS FACTORY HANUr RCTORED HDME' iFNH1 PLAN HA,; PEEN DEPILIFD FRDH EDUCATION IOL AW IFOR ON °ANYRPERSONTICLE 14 UNLLESS5 OF HACT]NG UE NEW NDER RRK S THE PHONE:(SOJ 897-2939 WORK TO BE PERFORMED BY C.V.H., THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER JOB W NO. M1166-2022-075, MANUFACTURER'S NO, M1168, WHICH HAS NOT BEEN 84561 THE DRAW'NGS IN-ANY WAY TO CHANGE THE STRUCTURAL DESIGN OWNER OR THE GENERAL CONTRACTOR AS MODIFIED IN ANY MANNER, OR INTENT, IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS JUOTE ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO n 18104 F. THE ENERGY PORTION OF FMH PLAN HAS SEEN PREPARED USING CHAPTER THE ➢RAW NG WITH A NOTATION " ALTERED BY ' FOLLOWED BY ERIAL NOTED ON THE CONSTRUCTION AGREEMENT �5 OF NEW YERK STATE ENERGY CDNSERVATIDH CNS-TRUCTIDN CODE HIS SIGNAFUPE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC a: 0000000 (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCP.IPTIJN OF THE ALTERATION, 0 O� -N"� '�"ILE NAME: Al$104 W .B STATE NY XP P P� CRi O --AT°EGORY, C * ZO D 30 PSF WINO Z z°ND 106Vasd/137 Vult MPH 08 WIND �A LOAD. 30 PSF-LALE 1/8"= 1'-011 May 28, 2024 PAGE # A1 . 9 CONNECTICUT VALLEY HOMES SCOTTANDERSON EAST LY'ME MODEL HCAIES 128"TON POST ROAD r EAST ONE.CT063331 800-468$264 NECTIUT RHODEISLAND DESIGN STUDIO LEY HOMES WESTERLLY,OST W02"11 8&L217.8252 CUSTOM HOME PLANS FOR FISHERS ISLAND ______________ ______ 2-STORY (THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED , BuiLUiN� LUUAiIUN: BUILDING SYSTEMS FILED WITH THE STATE, OFF EAST END ROAD L--------------'-------", @ FIDCO GATEHOUSE, FISHERS ISLAND,NY 06390 SUFFOLK COUNTY BRACED WALL REQUIREMENTS LIST STORY OF A I STORY) STACE DATE DRAWN BY 137 MPH WIND ZONE OR LESS SOD PRELIM 3/14124 SDD PEP 2020 RESIDENTIAL CODE OF NY STATE, TABLE R602.103 CONTINUOIIS SHEATHING - WOOD STRUCTURAL PANEL METHOD AND GYPSUM BOAPD METHOD FINAL 3/27/24 ACS BRACE WALL LINE WALL LENGTH BPAI-ED WALL TABU ATED NON. EXP❑ URE RIDGE 7❑ EAVE WAL� Hi L WAL LINE M11L LENGTH PEOUIPED TOTAL PROVIDED METHOD STAMP SET SPACING T 4130124 DJS BRACED T T T R f T, F P FA T R' pTY A TOP W/ AD JLISTMENTS SPACE WALL LINE - A 470- 23'-8" 10.6 13 1.0 .95 1,00 13,1 24'-2 )/2' CS-WSP REV.FINAL 5116/24 ACS BRACE WALL LINO - B 42'-0' 23'-8' 10,6 13 1.0 .95 Loo 13A 25'-5 1/2, CS-WSP PAAFf WAII IWr - I P'+'-R' 4P-0' 1780 7,3 I.0 45 1nn 2),`7B3 24-5 3/4' CC-W<P (fc-Prl - - BRACE WALL LINE - 2 23'-8' 42'-0' 17,80 1.3 I,0 .95 100 21.983 25'-4 1/2' CS-WSP<CS-PF) _ - CS-WSP DEFINITION I GB DEFINITION ( 1ST STORY OF A I STORY) ( 1ST STORY OF A I STOPY> - - WOOD STRUCTURAL PANEL SHEATHING WITH A THICKNESS NOT LESS THAN 3/8 PANELS GYPSUM BOARD WITH A THICKNESS NOT LESS THAN 1/2', PANELS MUST BE MUST BE LONGER THAN 24', LOCATED AT EACH END AND AT LEAST EVERY 25'-0' OL. LONGER THAN 24', LOCATED AT EACH END AND AT LEAST EVERY 25-0' O.C, CONNECTION CRITERIA: CONNECTION CRITERIA, 6d COMMON (2'x 0.113' NAILS AT 6' SPACING (PANEL EDGES) AND AT 12' SPACING NAILS OR SCREWS AT 7' SPACING AT PANEL EDGES INCLUDING TOP AND BOTTOM PLATES) FOR ONTERMEDIATE SUPPORTS) ❑R 16 go x 1 3/4' STAPLES AT 3' SPACING (PANEL ALL BRACED WALL PANEL LOCATIONS FOR EXTERIOR SHEATHING NAIL OR SCPEW SIZE, SEE _ - EDGES) AND 6' SPACING (INTERMEDIATE SUPPORTS) TABLE R602,3(1); FOR INTERIOR GYPSUM BOARD NAIL OR SCREW SIZE, SEE TABLE R702,3.5 INTERIOR BPACED WALL CONNECTION CRITERIA DECK'*' *NOTE: ALL SHEATHING IS TO BE VERTICALLY' ALL INTERIOR BRACED WALLS MUST HAVE FULL HEIGHT BLOCKING CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL, 12'-0"x 12'-0' INSTALLED WITH N❑ HORIZONTAL JOINTS, FASTEN BOTTOM PLATE OF INTERIOR BRACED WALL TO BI-00ING WITH (3) 1601 NAILS P 16' D.C. ALONG BRACED WALL PANEL FASTEN TOP PLATE OF INTERIOR BRACE WALL TO BLOCKING WITH 8d NAILS 2 6' D.C. ALONG BRACED WALL PANEL 42'-0" '-4 3/4' 4'-6 3/4' 5'-11' 4'-2' • A Ao BATH#5 n BEDROOM #5 co ° ( �� . MUD ROOM U U _BATH#4 �l O o CLOSET (u i I HALL d I m S I � 11 I ti j� L III I Cu I Jll � I BEDROOM 44 j LMNGIDINING ROOM LI l KITCHEN z I � t u a nl THESE PLANS HAVE SEEN EXTRACTED FROM APPROVED BUILDING SYSTEMS FILED WITH THE STATE. 2'-10" 2'-8" 7'-2 3/4 '-2 3/4' 2 -8 2 -2'-10' sH1 DECK"' 4'-O"x 8'-O" 2442 CUSTOM 2-STORY �}-�T TB£P£�!K OF (� ./,6.P1i,X P£RF£CT/ON *** OPTIONAL FEATURE: HOr61rE5,12 , �L� `TO THE REST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT r/v2 RooT£sze IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YOPK STATE AODRL6BURC, P.4 /784z THE 1, THIS FACTORY HANUFRCTURE71 HCHE iFPtW FLAN H4S BEEN DERIVER FRONT EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE PAO.V£.• WORK TO BE PERFORMED BY C.V.H. /570I B,P7-T3.RP A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER JOB a ^I I I NO. M1168-2022-075, MANUFACTURER'S NO, M1168, WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN '84561 OWNER OR THE GENERAL CONTRACTOR AS MODIFIED ]N ANY MANNER, OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER 1S QUOTE 2, THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER ALTERED THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO 4' 18104 NOTED ON THE CONSTRUCTION AGREEMENT THE DRAWING WITH A NOTATION ' ALTERED BY " FOLLOWED BY ;ERIAL ( ❑F NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC x: 0000000 ENERGY CODE) AND 1S IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION, /� 0 F NEB, 1 ILL NAME: Al 81 04 W B0R � STATE; NY O EXPOSURE CATEGORY, C * ZONE 30 PSF ti I WIND Z ZONE: 106Vasd/137 Vult MPH 0-69342' oAD: 30 PSF ' _ ,ss 1 .CALE: 1/8"= V-0" May 28, 2024 -AGE ' A1 . 1O CONNECTICUT VALLEY HOMES SCOTTANDERSON EAST LTWIE MODEL HOMES 126 BOSTON POST ROAD r ■ EAST L"AE,CT06=I ■ 806488b284N NECTICUT RHODE ISLAND DESIONSTUDIO LEY HOMES WEs7ERLLYT R100z801 E 888,2174M2 CUSTOM HOME PLANS FOR FISHERS ISLAND 2-STORY BUILDING LOIrATlO�I THESE PLANS HAVE BEEN 7>7777777 APPROVED I OFF EAST END ROAD BUILDING SYSTEMS FILED WITH THE STATE, L______ _ _________J @FIDCOGATEHOUSE, FISHERS ISLAND,NY 06390 SUFFOLK COUNTY STACE DATE DRAWN BY SDD PRELIM 3/14/24 SDD FINAL 3/27/24 ACS STAMP SET 4/30/24 DJS REV.FINAL 5/16/24 ACS I1'-6 1/2'HEADER LENGTH SNlPSON STRONG-TIE LSIA24 w/(9)IOd NAILS INTO HEADER A &(9)10d NAILS INTO STUD � - SHEATHING FILLER FASTEN KIND STUD TO HEADER 'WnH(6)16d SINKER NAILS (3)2 x 12 SPF 12 HEADER Al OR OF WALL - - SIMPSnN STRONG-11C LS7124 w/(9)ION1 NAILS INIO HEALER 16d SINNER T"ARO S,AT &(9)10d NAILS INTO STUD IN iW0 R N lOP PULE iD HEADEP IN 1W0 ROWi AT al WO ROWS OF 16d SINKER S OC. MARS AT T D.C. S DC. FASTEN SHEATHING TO HEADER WITH ad COMMON NAILS IN S GRID PATTERN b ti SRO"WYU S•O:L.11%LL YHW% b (STUDS,BLOCKING,AND SILLS) i b IF PANEL SPLICE IS NEEDED IT SHALL OCCUR OSB SHEATHING WITHIN 24'OF MID-HEICH*. BLOCMIN(.IS REWIRED, FASTEN SHEAIHING TO SOCKING WITH Ed COMMON NNLS 0 Y O.C.FASTEN 3,-q• BL"MG TOGETHER MIN Had SINKERS 0 S OC, 2.6 SK12 7/16"DEB SHEATHING NAIL SALE PLATE t0 J01S1 PER TABLE K02,30) 'll_ __..-_ MIN.OVERLAP 9-1/d I� P.T.SILL PUTS SD COMMON NAILS S O.0 TOP AND SO710N — WOOD SIRU.IURAt PANES SHEATHING OVER AIPROVED BAND J015T A r-91/t SECTION A-A 2xF CONTINUOUS PORTAL FRAME DETAIL @ BEDROOM 44 (METHOD CS-PF) 11'-6 1/2'HEADER LENGTH 17'-6 1/e HEADER LENGTH SIMPSON STRONG lit LSTA24 /(9)IOd NAILS INTO NCADCR N SINPSO 9)Tod$HIDING-ilE 1S7A24 A NAIIB IN STW A w&(Ig710 HILLS MAILS INTO STUD r— dAkNfWAW'r'LLi'cN ,—SHEATHING FILLER FASTEN KING STUD 10 FKIDER (3)2 Y.I2 SPF/2 HEADERAi TOP Of WALL FASTIN KING STUD TO HEADER WITH(6)Had SINKER NAILS [L�—SIMPSONWH I6d SINKER NAILS (3)2 x 11 SFf/2 HEADER A lR OF WALL STRONG-TIE lSTA14 (6 I w/(9)10d NAILS INTO HEADER Q-9MP6CN 6tPONG-ilE LSTA24 I64 SIMAER pW 161 SINKER NWLS &(9)I Od NAILS INTO STUD w/(9)10d NAILS INTO HEADER M TWO R A" �N lOP PLATE i0 HEMER IN TWO ROWS AT 1�SINIIn TOP PLATE 10 HEKKR YI WO ROWS OF 16d SINKER IN TWO 16d SINKER NAILS &(9)10d NAILS INTO STUD 3"O.C. MAILS AT SI O.C. 3`O.C. 3"O.C. YO ROWS OF Had SINKER IN TWO ROWS AT NNLS AT 3'O.C. 3"O.C. FASTEN S'EATHINO 70 HEADIER WTH ad COMMON NAILS IN T GRID PATTERN b FASTEN 51EATHING TO HEADER WRH k.S.Nx,rIW,t7rW J•J.A.AM A't WbA1WAls b 8d OMAMON MILS IN 3'ORD PATTERN Sn1D5,BLOCKING,MID Ott* o AS SROM ME 3'D.C.IN ALL CRANING .q ( ) (STUB.B N KMC,AND sots) s-4• o +o IF PANEL SPLCE K NEEDED 9 SHALL OCCUR xe OSB SHEATHING—,, "d'PANEL SPLICE IS NEEDED IT SHALL OCCUR �e OBR SHEATHING WITHIN 24'OF MID-HEL"HT BLOCKING N WITHIN 24'Of MD-HEM;HT BLOCKING B REOUIFED FASTEN SHEATHING TO BLOPKINf REWIRED. FASTEII SHEATHING TO BLOCKING WITH ad COMMON NAILS 0 S O.C.FASTEN 3'4 WITH Bd COMMON NAILS 0 S O.C.FASTEN BLOCKING TOGETHER WITH 16d SINKERS 0 S O.C. N6 SPF12 BLOCKING TOGETHER WITH 16d SINKERS 0 S D.C. 2a6 SPF12 7/16•DSB SHEATHING 7/16•OSB SHEATHING RAIL SOLE PLATE TO JOIST PER TABLE R6023(1) NAIL SOLE PLATE TO kGT PER TAB1E R602.3p) MIN.OVERLAP 9-I/P P1,SILL PLATE MIN.OVERLAP 9-1/4" P.T.SILL PLATE 80 COMMON NAILS 3"O.C.TOP AND BOTTOM BD CCMMCN N4115 5 0.(.TOP AND POT70M WCOD STRI, LFAL PANEL SHEATHING OKEP FP04ED BAND JOIST WOOD STRUCTURAL PANE SHEAIRNG OVER APPROVED BAND JOIST A A 4'_4• 3'-4- q,_1 1/Y 11'-9 1/2" SECTION A-A 2'_4' 3'-4" 8'-i 1/2* 6 WALLS 9 2 1/2' SECTION L', '',6 14i4l.5 CON71N000S PORTAL FRAME DETAIL @ BEDROOM 45 (METHOD CS-PF) CONTINUOUS PORTAL FRAME DETAIL @ KITCHEN (METHOD CS-PF) THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED BUILDING SYSTEMS FILE WITH THE STATE. 2442 CUSTOM 2-STORY (l rr TH£PF4A'OF / �Pl1� PERFECTION *** OPTIONAL FEATURE: No�tr�_1 S.?Z , LLD. TO THE BEST ❑F MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT �/re ROUT£ Pd 4 d1/DOLffBURC, 178,12 I, THIS FFACTOPI' KANUFACTUR'EU HONE (FHH) PLAN HAS BEEN IFERIVEU FRDN IT IS A V'OLATION OF ARTICLE 145 0;7 THE NEW YOPK STATE PH21F•/5�01 8.97-293.9 A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE JOB t WORK TO BE PERFORMED BY C.V.H., THE N0, STEM 2022-075, MANUFACTURER'S N0, M7168, WHICH HAS NOT BEEN DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 70 ALTER 84561 MODIFIED IN ANY MANNER, THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN 7007E OWNER OR THE GENERAL CONTRACTOR AS OP INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS 18104 2, THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER ALTERED, -HE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO N THE DRAWING WITH A NOTATION ` ALTERED BY ` FOLLOWED BY FINALE NOTED ON THE CONSTRUCTION AGREEMENT 5 OF NEW YORK STATE ENERGY CONSERVATION COiJSTRUCTIDN CODE HIS SIGNAiUPE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC a 0000000 (ENERGY CODE) AND )S IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTIEN OF THE ALTERATION, OF N FILE NAME. A18104 Q P� W.80R �O STATEI NY � '� EnFosuFE co � p G� "ATEGORY: C SNOW F ;Wu ZONE: 30 PSF Z Wa"E, 106Vasd/137 Vuft MPH rt � OADA89342' : 30 PSF rr*Css I KALE; 1/8"= 1 I-0" May 28, 2024 PAGE IT Al . 10. 1 CONNECTICUT VALLEY HOMES SCOTTANDERSON EAST LVME MODEL HOMES 128 BOSTON POST ROAD •■ EAST LYME,CT06333I ■■ 800468�6284 C O N N E C T I C U T RHODE ISLAND DESIGN STUDIO VALLEY HOMES wfsTPRLYTaio09+1 89B,217A292 CUSTOM HOME PLANS FOR FISHERS ISLAND 2-STORY THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED , hUILL;NL, BUILDING SYSTEMS FILED WITH THE STATE. OFF EAST END ROAD ---.------------ ————————-t @ FIDCO GATEHOUSE, FISHERS ISLAND,NY 06390 SUFFOLK COUNTY BRACED WALL REQUIREMENT:. (2 FLP. OF A 2 ST❑RY> STAGE DATE DRAWN BY 137 MPH WIND ZONE OR LESS PER 2020 RESIDENTIAL CODE OF NY STATE, TABLE R602AD 3 SDD PRELIM 3/14/24 _ SDD CONTINUOUS SHEATHING - WOOD STRUCTURAL PANEL METHOD AND GYPSUM BOARD METHOD BPACE WALL LINE WALL LENGTH BRACED WALL FRa EDLJALD MIN,AL `AXPOOSURIE RIDGE FTO EA E WALLFAC H T,O WATY LL LINECTOP MINWLEANIGTH_RLEDUIPED TOTAL PROVIDED METHOD FINAL 3127/24 ACS BRACE WALL LINE - A 42'-0' 23'-8' 7.0 13 I'D ,9s I,00 965 27'-5' 65-WSP STAMP SET 4/30/24 DJS BRACE WALL LINE - B 42'-0' 23'-B' ZO 1.3 1.0 .95 100 865 26'-0' CS-WSP REV.FINAL 5/16/24 ACS BRACE WALL L1NF - 1 23'-B' 42-0' 11.0 1.3 1.0 95 1,00 13.58 20'-4' CS-WSP RRAFF wAl I 1 IMF - P 23'-e' 42'-0' 11.0 1.3 in .95 1 nn 13.58 17'-0' LS-WSP CS-WSP DEFINITION GB DEFINITION . ( IST STORY OF A I STORY) < 1ST STORY OF A I STORY) WOOD STRUCTURAL PANEL SHEATHING WITH A THICKNESS NOT LESS THAN 3/8', PANELS GYPSUM BOARD WITH A THICKNESS NOT LESS THAN 1/2'. PANELS MUST BE MUST BE LONGER THAN 24', LOCATED AT EACH END AND AT LEAST EVERY 25'-0' O.C. LONGER THAN 24', LOCATED AT EACH END AND AT LEAST EVERY 25-C' O.C. CONNECTION CRITERIA: CONNECTION CRITERIA: 6d COMMON (2'x 0113' NAILS AT 6' SPACING (PANEL EDGES) AND AT 12' SPACING NAILS OR SCREWS AT 7' SPACING AT PANEL EDGES INCLUDING TOP AND BOTTOM PLATESI FOR (INTERMEDIATE SUPPORTS) OR 16 ga x 1 3/4' STAPLES AT 3' SPACING (PANEL ALL BRACED WALL PANEL LOCATIONS FOR EXTERIOR SHEATHING NAIL OR SCREW SIZE, SEE EDGES) AND 6' SPACING (INTERMEDIATE SUPPORTS) TABLE R602.3<1); FOR INTERIOR GYPSUM BOARD NAIL OR SCREW SIZE, SEE TABLE R702.3�5 INTERIOR BRACED WALL CONNECTION CRITERIA 7-NTCL ALL SHEATHING IS TO BE VERTICALLY ALL INTERIOR BRACED WALLS MUST HAVE FULL HEIGHT BLOCKING CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL LED VITH NO HOF.I,7 71NTAL JDIf1TS. FASTEN FDTTDM PLATE DF INTEEIDR TRACED `VALL TO B�LDC},JNO W3TH (_ Jf,l D1.AJLS P Jf.' Df. .A DP1G TR.A;FT WALL P.ANE1 FASTEN I➢P PLATE-OF INIERIOR.BRACE WALL TO.BLOCKING WI7H-8d NAILS-P 6'_O.C. ALONG BRACED WALL PANEL / 2 \ _ 42'-0' 3'-2" 14'-2" 5'-11" 4'-2' A BATH#3 BEDROOM 43 o �^ . STORAGE J 1 o V BATH 01 0 ELECT. SUB-PANEL ° CLOSET — — F--- H u " I <uNI w L_NJ 1 � (u � co CLOSET BEDROOM 41 � ,�� BEDROOM 42 -- ,I 14. I I BATH#2 THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED BUILDING SYSTEMS FILE 2'—10' 2'—S' 7'-6' 7'-6" 2'—e' 2'-10' WITH THE STATE. 2442 CUSTOM 2-STORY J -F)?RE0,lONF .!z PAX ,ffOfL Esl of pa, LLC. OPTIONAL FEATURE: 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT rnZ RouTE s2z N/BBLBBVRG, RN /Y842 1, THIS F1ACTDPI' MANUFACTURED` HGNE rFNH) PLAN HAS BEEN UEPIVEO FPQPf IT [S A VIOLATION OF ARTICLE l45 O� THE NEW YOPK STATE RWOAT (5701,?37-Zs.rs WORK TO BE PERFORMED BY C.V.H. THE A SYSTEM SET DF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION EDUCATIOIJ LAW FOR ANY PERSON, UNLESS ACTING UNDER THE JOB a 1 NO. Mll68-2022-075, MANUFACTURER'S N0, Mll68, WHICH HAS NOT BEEN DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER 84561 THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OWNER OR THE GENERAL CONTRACTOR AS MODIFIED IN ANY MANNER. OR INTEN'. ]F-A DRAWING BEARING THE SEAL OF, AN ENGINEER 1S auOTE 1$104 ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO 2, THE ENERGY PORTION) OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY ERIAL NOTED ON THE CONSTRUCTION AGREEMENT 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC 0000000 (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION OF N FILE NAME: A18104 tQ P� �y gCR �O STATE, NY EXPOSURE CATEGORY: C * ZONE 30 PSF ZONE: 106Vasd/137 Vuft MPH 69 3 4 2' OAD 30 PSF A'�FESg10� >CALE: 1/8"= 1'-011 May 28, 2024 'AGE A1 , 11 CONNECTICUT VALLEY HOMES SCOTTANDERSON EAST LYAIE MODEL HOMES 128 BOSTOH P09T ROAD r EASTLME.CT063331 80046M231 ECTICURHODE ISLAND DESIGN STUDIO LEY HOMES WESTERy,OST Rl2%11 888.21741252 CUSTOM HOME PLANS FOR FISHERS ISLAND 2-STORY THESE PLANS HAVE BEEN EXTRACTED FROM APPRCJVED -i nuluLilvu FF+li S BUILDING SYSTEMS FILED WITH THE STATE, OFF EAST END ROAD L____ _ _________J @ FIDCO GATEHOUSE, FISHERS ISLAND,NY 06390 NOTES: SUFFOLK COUNTY 1„ PERIMETER RAIL ATTACHED TO STAGE DATE DRAWN BY SILL WITH 1601 NAILS AT 6" O.C. 12" WIDE X 12" THICK SDD PRELIM 3/14/24 SDD 2. PIER FO❑TINGS BASED UPON 2000 CONCRETE PAD,WIDTH OF STAIRFINAL 3/27/24 ACS PSF ALLOWABLE SOIL BEARING STAMP SET 4/30124 DJS PRESSURE REV.FINAL 5116/24 ACS 3. CONCRETE C❑MPRESSIVE f I `✓TREE 107H 2s00 PSI I----- ---- 1 - 4, M ❑R S TYPE MORTAR TO BE / � /ter`\ /\j��j` USED \ \ - - --r \ - - -7' / - - 5, MAX ANCHOR BOLT SPACING 6'-0"D.C. (4'-0' O,C, MAX IN AREAS WHERE WIND VELOCITY IS @ OR EXCEEDS 100 MPH) 6, WINDOWS ❑P VENTS (INSTALLED -ECCE OF 12'-a" 12-0" BY OTHERS) ARE REQUIRED TO I I DECK ABOVE - PROVIDE 1/150 OF FLUOR AREA AS - FREE VENTILATI❑N AND SHALL BE I - LOCATED AS CLOSE TO CORNERS AS - - POSSIBLE ( 7 -6 _ 7, NOTES ON THIS PAGE TAKE PRECEDENCE OVER NOTES ❑N TYPICAL ` F❑UN.DATION DWG. FD2 8, FOUNDATION DRAWINGS ARE TO BE 42'-0° BILC❑ USED AS A GUIDE ONLY, APEX HOMES WILL NOT ACCEPT ANY LIABILITY OR I RESPONSIBILITY FOR INC❑RRECT I 4 3'-4 FOUNDATIONS, ( � I CONC. JI Y/ B & PERNTRY BY OWNER CONTRACT OR NOTE FOR SET CREW: DO NOT USE THE PLATES THAT _ COME WITH THE LALLY I — PR❑ _1077 PLF P❑SED-,COLUMNS, USE THE PLATES ���3068 LOCATI❑N PROVIDED BY C,V.H, WHEN 1 1/�7, 7 77 F"77 DOOR ELEC HOUSE IS DELI`JERED, 14'-0" ❑,C. MAX, FLUOR LOAD ONLY t � SEE DETAIL RAN NDRW❑GD FI12 IC THK. x 20" CONCRETE ll'-I' ❑,C, MAX, TOTAL L❑AD ONLY ' BASEMENT PLAN i WALL FOOTING (TYP.) ALL DESIGN NOTES AND DETAILS ARE SUGGESTIVE ONLY, STATE AND ( 10" THK. CONCRETE LOCAL CODES HAVE JURISDICTI❑N ON DETERMINING MINIMUM FOUNDATION WALL (TYP,) � REQUIREMENTS, IT IS COY THE OWNER'S I x 30" CONCRETE RESPONSIBILITY T❑ PROVIDE A I I COP) FOOTING SQUARE FOUNDATION AND LEVEL I 12'-8" 9'-8" 9'-10, SILL. TOP OF SILL TO BE WITHIN Ye' OF LEVEL ( 680 PLF 1579 PLF 1579 PLF 1579 PLF I-- (U NPJGT E' rz, y f f 1 ti E I l-� THIS SYMBOL DENOTES A COLUMN J1 L❑CATION P.EUUiRED TO SUPPORT A (� CRITICAL P❑INT LOAD, THESE cu ( ( LCPL -J L --J L---J COLUMNS MAY NOT BE RELOCATED 2 OR DELETED IN ANY MANNER, I 7236# RL 1' 4' DIA, METAL LALLY COLUMN THIS F❑UNDATI❑N FLAN IS FlI DIMENSIONS , (TYP.) ONLY, FOUNDATION WALLS, F❑❑TINGS, COLUMNS, PIERS, AND SLAB TO BE DESIGNED BY OTHERS TD MEET STATE AND/OP LOCAL CODES. MANUFACTURER ASSUMES NO I NOTE SPLICES MUST FALL OVER PIERS RESPONSIBILITY FOR ERRORS ]N THE CONSTRUCTION OF THE F❑UNDATI❑H, ANY I BIALDEP. TO SUPPLY & INSTALL A POST .� AND ALL DIMENSIONS ARE TO BE CHECKED 16'-3 3/4" DP VALL (TB CARRY 50D± lb, LOAD) €1ND `JERIFIED <i40?4INS7 THE FLOOR PLP4 4 UNTEP raP^ICp OF FLIT2P PRAWN!! ` BEFORE CUTTING & REMOVING THIS "BUILDER COPY') BY BUILDER/DEALER PRIOR I MEMTR @ THIS POINT, TO F❑UNDATION CONSTRUCTION, THE BUILDER/DEALER MUST CONTACT `` MANUFACTURER, WITH ANY DISCREPANCIES ( o UP I PRIOR TO THE START OF CONSTRUCTION, MANUFACTURER 1JILL NOT ASSUME ANY RESPONSIBILITY IF BUILDER/DEALER/OWNER EXCEEDS MAXIMUM SPACING ❑F SUPPORTS AS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SHOWN ON THIS DRAWING. THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED BUILDING SYSTEMS FILE WINDOW CENTER LINE LOCATIONS FOP. I EDGE OF 4'-D" x 8'-C WITH THE STATE. RAISED RANCH AND/OR SPLIT-LEVEL 7" x 7' P.T. POST DECK ABOVE MODELS TO BE OBTAINED FROM "BUILDER COPY' DRAWINGS, ~� // \ f 1 � �__—_—_—_—__�_ / 2442 CUSTOM 2-STORY 12" DIA. CONCRETE , DECK PIER (TYP.) ___, 24" DIA. X 12" THK. I- \ -12 WIDE X 12" THICK P£RP£CrroNF ■ CONCRETE PIER FTG (TYP.) CONCRWIDTH ETE STAIR ' L �LSof Pt, LLC. OPTIONAL FEATURE■ 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT 7172 poor£szz AlZ0.0MBVR0,, P4 0842 t. THIS FF;C TQk'9' Ni�NUFRC'TUk'EL HQPIE 'FPIHi PLAN HAS BEEN UEk'IV'CU Fk'GPf IT IS A VI']LATION OF APTICLE 145 OF THE NEW YOFK STATE PHOAE.,/syol eay-ze.vs WORK TO BE PERFORMED BY C.V.H., THE A SYSTEM SET OF FMH PLANS'PREVIOUSLY APPROVED'BY"DOS, APPLICATION EDUCATION _AW FOR ANY PERSON, UNLESS ACTING UNDER THE �S # NO. ML168-2022-075, MANUFACTUREP'S NO, M1168, WHICH HAS NOT BEEN THEECTION CENSED DRAWINGS I N ]ANY WAYPTOFCHA ESSI�EA THEN SINEETRU T URALALTE DESIGN 84861 OWNER OR THE GENERAL CONTRACTOR AS MODIFIED IN ANY MANNER, OR INTENT, IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS QUOTE 18104 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER ALTERED, TAE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO NOTED ON THE CONSTRUCTION AGREEMENT 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE THE DRAWING WITH A NOTATION ' ALTERED BY FOLLOWED BY >ER1AL (ENERGY CODE) AND 7S IN FULL COMPLIANCE WITH THE ENERGY CODE HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC ' OOOOOOO DESCRIPTION OF THE ALTERATION. 0`FA' N/Q 11LE NAME: A18104 �Y c� eO �� STATE; NY C� �A ATEGORY, C ZONE 30 PSF �u ZONE: 106Vasd/l37 Vuft MPH 04 3 41' OAD: 30 PSF AFESS IO v >CALE: 1/SUS 1 1-011 May 28, 2024 PAGE A1 . 12 CONNECTICUT VALLEY HOMES SCOTT ANDERSON EAST I11ME MODEL HOMES 128 BOSTON POST ROAD r � EAST LFAIE,CT081 ■ 8004888294 N NECTCU T RHODE ISLAND DESMN STUDIO LEY HOMES >��us�ROAD, 2M 1 88&212a2s2 CUSTOM HOME PLANS FOR FISHERS ISLAND 2-STORY THESE PLANS HAVE BEEN EXTRACTED F7G 7 APPROVED , BuIL"uiNG LO(.AiI S BUILDING SYSTEMS FILED WITH THE STATE, OFF EAST END ROAD L._-._.,._________________J @FIDCOGATEHOUSE, FISHERS ISLAND,NY 06390 SUFFOLK COUNTY i� CONTINUOUS RIDGE VENT 3' MIN, STACE DATE DRAWN BY cEND PLUGS AND CONNECTORS INCLUDED> /_VENT STACK SDD PRELIM 3/14/24 SDD \ / FINAL 3127/24 ACS STAMP SET 4/30/24 DJS �N T E J T �� \ 72 �_ REV.FINAL 5/16124 ACS SEE HOUSE SPECIFIC RAFTER AND FLOOR PLANS 7 - LFOR ALL CONNECTIONS AND BEAM SIZES_ 1, ALL FLOORS ARE TO BE CONSTRUCTED AS PER R502 R-3WITH VAPORS BARINSRIER WITH VAPOR BARRIER \ (BY APEX) + RII CMTINUOUS (. ) WATER TIGH 2, ALL WALLS ARE TO BE CONSTRUCTED AS PER R602 F-38 FIBERGLASS WATER TIGHT _ NSULATION (R-32 (OMPRESSED) WITH - - NOTES - VAPOR EAPPIEP 1. ALL MATERIAL TO BE SPF #2 UNLESS OTHERWISE SPECIFIED, CLG TO BE 16° O.C, FOR INSULATION REQUIREMENTS SEE INDIVIDUAL RES-CHECK, / C _ 2, ALL EQUIPMENT, DUCT WORK, CHIMNEYS, AND EXHAUST DUCTS PROVIDED AND STACK T❑ EXTEND INSTALLED ON-SITE UNLESS SPECIFIED. COMPRESSION STRIP (CONT.) 5/B' DRY AL 3. ALL VAPOR BARRIERS INSTALLED ON WINTER WARM SIDE, 2X4 STUDS @ 16" OC 12' MIN BELOW ROOF 4, SEE RAFTERS CONNECT 10 IN THIS SUBSET PER INDIVIDUAL PLAN SUBMITTAL. DBL 2X6 TOP PLATE W/ DBL TOP PLATE LINE AND BE WATER - - 5. ROOF PITCHES LESS THAN 4/12 AND GREATER THAN 2/12 REQUIRE DOUBLE UNDERLAYMENT W/ ASPHALT SHINGLES. UNIT TO LIMIT CONNECTION TIGHT THRU ROOF -E' - 7/2" BOLTS WITH WASHERS \ ]' AT 48' O,C. INSTALLED IN NOTES: 4/144 V VINYINYL FIELD OR 1/2' LAGS AT 42` CD1. ALL STRUCTURAL MEMBER SIZES SHALL BE DERIVED FROM 2x6 STUDS O,C, INSTALLED IN FIELD J THE APPROVED CALCULATIONS, co EXT. SHEATHING 1/2" DRYWALL 2, FOR INSULATION REQUIREMENTS SEE INDIVIDUAL RES-CHECK. 7/L6' OS,B, (STD) 3, FOUNDATION DRAWINGS AND DETAILS ARE FOR REFERENCE _ 1/2' DRYWALL ONLY, PLUMBING VENT THRU R❑❑P 4, FOUNDATIONS MUST BE DESIGNED BY LICENSED LOCtAL 2x6 BOTTOM PLATE 2x4 BOTTOM PLATE PR❑FESSI❑NAL FAMILIAR WITH S❑IL C❑NDITIONS PER LOCAL 5/8' T&G OSB SUB-FLOOR 5/8' T&G DSB SUB-FLOOR NOTE: AND STATE CODES. _ cy 1, VENT THRU ROOF CONNECTION T❑ BE 5, ROOF SYSTEMS DESIGN & SPACING OF APPROVED DESIGN TO 2x10 PERIMETERS 2x10 SPF #2 FLOOR JOIST R 16' O.C. COMPLETED IN FIELD BY SNOW LOADS, REFERENCE THE APPROVED CALCULATIONS, _ BLDR/CONTRACTOR, 6, ALL EQUIPMENT, DUCT WORK, CHIMNEYS, AND EXHAUST DUCTS 2xI0 PERIMETERS--- 2x6 @ I6" aC, CEILIrIr� JmST I Ox6 @ 16' O,C. CEILING JOIST �1,T STORY TO O. STORY: 2, N❑ REDUCERS ALLOWED ON STACK l6d NAILS @ 6' O.C. PROVIDED & INSTALLED ON-SITE UNLESS SPECIFIED, ALL - - WITHIN 12' OF UNDERSIDE OF ROOF. F n T o DEL 2X6 TOP PLATE--'- P,-30 INSULATION VAPOR LAPPIEP� IM'�TAL,_EL CI,I oII,I,E,. \dARM CIDI_ 2u LEDGER 5/8' DRYWALL W/ V,B, PER OR JOIST HANGERS UNIT TO UNIT CONNECTION R-21 FIBERGLASS INDIVIDUAL 112' BOLTS WITH WASHERS — INSULATION WITH _ RES-CHECK AT 48' G.C. INSTALLEDI IN VAPOR BARRIER FIELD OR 1/2" LAGS AT 42' 25 YR, FIBERGLASS SHINGLE 2X4 STUDS @ 16" DC RC, INSTALLED IN FIELD (OPTIONAL 30 YR. ARCHITECTURAL) EXT, SIDING ISk ROOF FELT PAPER 4/4 VINYL W/ DEL TOP PLATE 112' DRYWALL : 7/16' OSB ROOF SHTG, \� WITH ALUM WUM "H" CLIPS 2x6 STUDS R-36 IN]gULAT1Cr4 V/ V'.B, PER p \ \� INDIVIDUAL RES-CHECK MAINTAIN 2' AIRFLow EXT. SHEATHING FLOOR INSULATION TO BE PROVIDED � INSULATION BAFFLE 7/16" O.S.B. (STD) AND INSTALLED BY OTHERS EAVES FLASH1Nr, STRIP OF MINERAL R-38 FIBERGLASS SURFACED POLL ROOF TO EXTEND 10 1/2' DRYWALL INSULATION WITH A POINT 24' MIN, INSIDE THE VAPOR BARRIER �` INTERIOR WALL LINE ( ICE SHEILD ) 2x6 BOTTOM PLATE _ (BY APEX) + R11 DRIP EDGE 2x4 BOTTOM PLATE rj/B" T&G OSB SUB-FLOOR _ CONTINUOUS ((+») ENTIRE ROOF PERIMETER) Itlr u4 sltt �ts,tit�BY APEX 2xI0 SPF 02 FLOOR JOIST @ 16' O.C, x6 SUB-FASCIA- IA BY BUILDER 8" FIBERGLASS �2x LEDGER ALUMINUMVI YL SO _ OR JOIST HANGERS PERFORATED VINYL soFFTT - SILL SEALER � 5/B' COMP, (TYPICAL ALL EAVE -M-11111 2x8 PRESSURE TREATED SILL FEWp FADE STRIP OVERHANGS) ID-ET PERIMETERS TO SILL PLATE: PLATE (3) 2x6 HDR GRADE TO SILL PER ���- 16d NAILS @ 6" D.C. LOCAL P.EQUIREMENTS SOLID BLOCK w1TH SOLID v2" BASEMENT FOUNDATION WALL ON-SITE BY (TOP COURSE) PL YH FILLER BLDR. SEE FOUNDATION DETAILS BASEMENT UNIT TO UNIT CONNECTION: 2x6 SPF a2 DIr, 1E' E!}BEuAFEIJt AfJCHLIP�• STUD AT BOLTS 12" MIN. FROM EACH CORNER AND STAIRS ARE DESIGNED BASED ON 12 1/2" BOLTS WITH WASHERS G.C.jd' 4'0' O.C, MAX. THEREAFTER.. (MIN. OF COURSE BASEMENT WALL WITH FLOOR AT 48" O.C, INSTALLED IN TWO PER AX,SIL PLATE) POURED ONTO FTGS AS SHOWN. IT SHALL FIELD OR 1/2" LAGS AT 42' 7/16' OSB BE THE RESPONSIBILITY OF THE BUILDER O,C, INSTALLED IN FIELD SHEATHING TO INFORM APEX HOMES IF THIS WEATHER RESISTIVE 10" CONCRETE MASONRY UNITS APPLICATION IS DEVIATED FROM, 3 1/2' DIA, PIPE COLUMN FOR BARRIER OR POURED CONCRETE WALLS BASEMENT FOUNDATIONS (ON-SITE BY BUILDEP.) 8' (12 COURSE) MIN 4" POURED PARGING COVERED WITH JOINT BITUMINOUS COAT BELOW GPADE CONCRETE SLAB 4" PERFORATED DRAIN AROUND MINIMUM 6 MIL, POLY VAPOR - FOOTING PERIMETER / BARRIER OVER 4' 2B STONE BED IN 4' 2B STONE BED \ MIN. 20'x 10' CONTINUOUS `CONCRETE FTG. PADS SEE CONCRETE FOOTING INDIVIDUAL FOUNDATION PLANS FOP SIZE AND LOCATIONS ALL FOOTINGS SHALL BEAR ON SOUND, UNDISTURBED, VIRGIN 11'-9 112' 11'-9 112, EARTH AND SHALL BE INSTALLED BELOW LOCAL FROST THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED BUILDING SYSTEMS FILE LINE, 23'-S' WITH THE STATE. DESIGN BEARING CAPACITY OF SOIL IS 20DO PSI 2442 CUSTOM 2-STORY / T9£P£AX 0£ ./Z PF,X P£R££cTYo v *** OPTIONAL FEATURE: Ho�1� 511-F LLC. 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT 7l72 ROUT£ 22 M/OOL£BURC, P.t 17842 1. THIS FACT00' HANUFRCTURED HOME (FPIH.1 PLAN HgS BEEN DERIVED f ROF1 IT [S A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE PROAEi(570)897-2Y99 EDUCATIDN LAW FOR ANY PERSON, UNLESS ACTING UNDER THE JOB #: A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION WORK TO BE PERFORMED BY C.V.N., THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER 84561 NO, M116B-2022-075, MANUFACTURER'S NO, M1166, WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OWNER OR THE GENERAL CONTRACTOR AS MODIFIED IN ANY MANNER. OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS )uaiE 18104 2, THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TOTHE DRAVING WITH A NOTATION ' ALTEPED BY ' FOLLOWED BY iERIAL NOTED ON THE CONSTRUCTION AGREEMENT 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC D' 0000000 (ENERGY COME) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION, OF�L' tNEQ I"E NAM`: A18104 ` N DO'/ �O _,TATE; NY EXPOSURE C.ATEGORYi C SNOW ZONE: 30 PSF zoi;E: 106Vasd/137 Vult MPH �6_9 34 2- �i 'WIND 30 PSF ESS ID�P� KALE: 1/8 1 1-0t1 May 28, 2024 PAGE #. A1 . 13 CONNECTICUT VALLEY HOMES SCOTT ANDERSON EAST LF1,IE MODEL HOMES 126 BOSTON POST ROAD r EAST LYIAE,CT 063331 $00468.6286 JECTICU T RHODE ISLAND DESIGN STUDIO LEY HOMES WFST ay,RI07 I1 S68 IM251 CUSTOM HOME PLANS FOR FISHERS ISLAND __________ ______ 2-STORY bu1LLiNG LL�.Hi!L;4 THESE PLANS HAVE BEEN EXTRACTED FROM APRRpVED -I OFF EAST END ROAD BUILDING SYSTEMS FILED WITH THE STATE, @ FIDCO GATEHOUSE, 1, PIPING SUPPORT; DWV 4'-0' O.C. VER, / 3'-0' O,C, HOR, FISHERS ISLAND,NY06390 c. TEh1FERATURE LI-41TING DEVICE TO BE INSTALLED ON ALL SUFFOLK COUNTY LAVATORIES, TUBS AND SHOWERS, STAGE DATE DRAWN BY 3, EACH FIXTURE SUPPLY RISER FITTED WITH SHUTOFF VALVE SDDPRELIM 3114/24 SDD 4, WATER LINE SIZED BASED ON 30 PSI AND 80' MAX DEVELOPED FINAL 3/27/24 ACS LENGTH STAMP SET 4130/24 DJS 5, USE REMOVABLE TRAPS UNDER ALL SINKS TO SERVE AS CLEANOUTS REV.FINAL 5/16/24 AC5 & ALL SUPPLY AND DRAIN LINES BELOW THE FLOOR ARE SUPPLIED AND IN` TALLED Odd CITE BY OTk-EF,'� 8, WATER HEATER PROVIDED AND INSTALLED ON—SITE BY OTHERS, - WATER HEATER DISCHARGE SHALL BE IN A NON—HAZARDOUS LOCATION - INDICATES DRAIN r ALL DWV & SUPPLY LINES — — — INDICATES VENT ' BELOW THE FLOOR SHOWN ARE ` — INDICATES DWV ILUMBING ON—SITE BY OTHERSTO BE SIZED BY THE ON—SITE ' CONTRACTOR & APPROVED BY THE LOCAL BUILDING INSPECTOR, 3/4 j \ LAV �] - / 3/a \1/2 I 1/2 LAV 3" VENT i / ( 3/4 / \ TUB/SHQwER WC�� N THROUGH (�j � /3/a \ ROOF WC I \ /,,I�Z `3/4I LA'J FRIES OM TUB/SHOWER FOM IS FLR I 3• / \ 3/4 1 \3,4 1-1 3/4 / \ LAV 3 \ / 3/4 \ TUB/SHOWER / \i/2 1 112 3" VENT �' \ /� l 1/2 �\ 11 3/4 LAV THRROOF \ / WC \ 3/4 WC I. 3 3/4 N Y ( LAV TUB/SHOWER N ^� \ V r/ 3/4 3• �� (N I �t/� �i/2 w wC w 3' DRAIN T 3'1 DFAIN TD + L_�1ST FLR / IST FLR I SUPPLIES / w w Z' FROM 1ST FLR 1 = 3 /3 WC /' 3/4 � w yId 7UB/SHQWEP. / // \ o 3/4 ~ til 3/4 TUB/SHOWER 3 / SE ( / \ / LAV / I� 3/a \ \ \a 3/4 \ \ / \ KIT, SINK \ LAV DW 3/4 /3/4 \\T/2 I'c \ ICE MAKEP \ 3/4 /�\ 1/2 KITCHEN SINK / I SUPPLIES / \\ FROM 1ST FLR \ WC / 3/a j WC v2 / / \ \e3/4 \ / I I I / 3/4 \ TUB/SHOWER / / 3/ \� 1/2 I 2 TUR/SHnWFR I 3• i I n 3/4 3/4 o W \ LAV o > / z </a LA✓ / < I3 SUPPLIES 3/4 / ICE h N i \ FROM IST FLR = q / C T1 ITI WATFR SUPPI Y 3;4 3/4 — HOT WATER SUPPLY\ TUB/SHOWER — — \ / 1/ \ / /3/4 2 ED WC I I WC \ f I / FROM APPROVED BTHESE PLANS UILDING SYSTEMS E BEEN TFILE WITH THE STATE, 2442 CUSTOM 2-STORY U 13/SHOWER � �6,PEA , PeRPecT/oN * OPTIONAL FEATURE .YO/irEsof P4, LLC T❑ THE REST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT 7172 ROUTE szz H/DDLERURC, P.4 17&" 1, THIS FAtCTQRt' FfAfVUEt$C'TUk'EU HQFfE iEFfHl FLSFI HRS h'EEN UEk'I 'EU EkQFf IT IS A `/IDEATION OF ARTICLE 145 OF THE NEW YDp STATE PRoNL` /5001 rill-xsss WORK TO BE PERFORMED BY C.V.H. THE A SYSTEM SET DT FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION EDUCATIDJ LAW FOR ANY PERSON, UNLESS ACTING UNDER THE JOB a NO. M1168-2022-075, MAHUFACTUREP'S NO, M1168, WHICH HAS NOT BEEN DIREC71DN OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER 84561 THE DRAVINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OWNER OR THE GENERAL CONTRACTOR AS MODIFIED ]N ANY MANNER, OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS LTE 18104 ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO n, 2, THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAUING WITH A NOTATION " ALTERED BY " FOLLOWED BY ERIAL NOTED ON THE CONSTRUCTION AGREEMENT 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGN(TURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC a' 0000000 (ENERGY CODE) AND 1S IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTON OF THE ALTERATION p O A' � -ILL NAbtE1 A10104 W BO� 0 STATE, NY EXPOSURE �J CATEG❑RYt C !NOW ZONE: 30 PSF ;u ZONE, 106Vasd/137 Vuft MPH 069 9342'�k. LOAD: 30 PSF S 10� CALE 1/8„- 1 1-011 May 28, 2024 PAGE 0. A1 . 14 CONNECTICUT VALLEY HOMES SCOTTANDERSON �� EAST MODEL NOME9 1 BOSTOSTOR PoST ROAD EAST LYME,CT 08333 I 800.48"N< IJCONNECTICUT RHODE ISLAND DESIGN STUDIO 271 POST ROAD, VALLEY HOMES WESTERLY, 102891 BS&21741217.8252 CUSTOM HOME PLANS FOR SARAH TREMAINE BUILDING LOCATION, LOT 6 BRICKYARD ROAD FISHERS ISLAND,NY 06390 SUFFOLK COUNTY STAGE DATE DRAWN BY PRELIM 02/11/23 SDD REV.PRELIM 1 02/15/23 SDD REV.PRELIM 2 02/15/23 TS REV.PRELIM 3 03/09/23 SDD REV.PRELIM 4 03/09/23 TS REV.PRELIM 5 05Y23123 TS PHASE 1 12/13/23 TS PHASE 1-REV 01 01/15/24 TS FINAL 3/18/24 ACS REV.02 04/04/24 DJS STAMP SET 05/02/24 DJS REV.03 5114/24 ACS APPROVAL 5/20/24 ACS ATTACH RAIL TO TOP CHORD w/(1) 0.131'x3' NAILS ATTACH RAIL TO RAIL w/(1) 0.131'x3' NAILS EACH TRUSS BAY. STRAP ACROSS RIDGE w/SIMPS❑N CS22 STRAP AND <2) 0.148'x2,5' NAILS EACH END ATTACH RAIL TO TOP CHORD w/(1) 0,131'x3' NAILS, ATTACH RAIL TO RAIL w/<I) 0,131'x3' NAILS. LAP SHEATHING ACROSS FLIP RAIL AND ATTACH EACH TRUSS CHORD w/(1) 0,131'x3' NAILS 2-12d ATTACH STUD TO RAIL w/(2) 0.131'x3' 2x4 SPF #2 @ 16' ❑,C 125'-6• c�- NAILS. ATTACH RAIL TO TOP AND BOTTOM CHORD w/<2) 0,131'x3' NAILS <5) 0.131'x3' NAILS 16� 7 MINIMUM, STRAP STUD TO TOP AND BOTTOM CHORD w/SIMPSON CS22 STRAP w/<3) 0,148'x2.5' NAILS EACH END ci � cv z av ` cv !T QC sa C3 LAP OSB SHEATHING ACROSS in ! MARRIAGE LINE (2'-0' MINIMUM WIDTH) W/ (7) 0,131'x3' NAILS N 0 EACH END At 0) 7/16'xl 1/2' cu 8'-0' GAGE STAPLE 1/2'0 4'-0' 4'-0' DOLT 2x8 SPF #2 @ 16' O.C. 10, <14) 7/16'xl 1/2' GAGE STAPLE Rv=229# p I Rv=679# 11'-9 1/2' Ru Ru=-335# =-84# 11'-9 1/2' °�° 23'-8' co THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED BUILDING SYSTEMS FILED WITH THE STATE. 2442 CUSTOM CAPE pF NF/2 .iiPFX ��av BoR� �O HOffESo,/P,i, LLL: �'C r'rio°o�e ie f"" 7�k JOB #1 reoNs•fs�oJ fir-"As 84558 Z NN #1 18094 089 3 4 2-1� �. SERIAL 0000000 A��Ccs l(JNC`\' FILE NAME, A18094 MayCJ2JJ8, 2024 STATE, NY EXPOSURE C CATEGORY, NOTES: SN0" NE1 20 PSF —CONTINUOUS BRACING TO BE 2x3 (MINIMUM) OF ANY SPECIES/GRADE WI —FAS I EN BRACING TO EACH tNTERSECTING FRAMING MEMBER w/ (2) 0. 131"x3" NAILS iONeL 106 Vasdll37 Vult MP —BRACING MAY BE SUBSTITUTED WITH FULL—HEIGHT BLOCKING BETWEEN FRAMING LLOADI 29 PSF MEMBERS OR CONTINUOUS SHEATHING SCALE, 1/811= 1'-011 —UPLIFT CALCULATIONS ARE BASED ON ALLOWABLE WIND SPEEDS. EQUIVALENT ULTIMATE WIND SPEEDS ARE 129 MPH AND 154 MPH FOR 100 MPH AND 120 MPH PAGE 01 ALLOWABLE WIND SPEEDS, RESPECTIVELY A1 . 1 CONNECTICUT VALLEY HOMES SCOTTANDERSON EAST LYME MODEL HOMES SS-erCO 126 BOSTON POST ROAD ■ EAST LYME,OT 06333 1 ® 80PI6"-628I N NEC TI C U T RHODE27LND DESIGNSTUDIO LEY HOMES WESTERLY,R102MII 1 888-217.8252 r�T 7 CUSTOM HOME PLANS FOR FISHERS ISLAND 2-STORY THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED 1 BUILDING LOCATION, BUILDING SYSTEMS FILED WITH THE STATE, OFF EAST END ROAD L_____________________J @ FIDCO GATEHOUSE, FISHERS ISLAND,NY 06390 NOTES; SUFFOLK COUNTY L, PERIMETER RAIL ATTACHED TO 5'-8 1/2' 5'-8 1/2' STAGE DATE DRAWN BY SILL WITH 166 NAILS AT 6" ❑Z. 12" WIDE X 12" THICK SDD PRELIM 3114/24 SDD 2. PIER F❑❑TINGS BASED UPON 2000 CONCRETE PAD, FINAL 3/27/24 ACS WIDTH OF STAIR PSF ALLOWABLE SOIL BEARING STAMP SET 4/30/24 DJS REVYINAL 5116/24 ACS PRESSURE - 3, CONCRETE C❑MPRESSIVE `-- ---- 5'-5" PREPROD#1 6/24/24 DJS STRENGTHI 3000 PSI 4, M OR S TYPE MORTAR TO BE FDNIDECK REV 10103124 TS /� � _ _ /� � _ _ /� � USED —T —T , ULKHEAD REV 10/11/24 TS 5, MAX ANCHOR BOLT SPACING, 6'-0" O.C. (4'-0' O.C, MAX IN AREAS WHERE WIND VEL❑CITY IS @ OR EXCEEDS I _ 100 MPH) 6, WIND❑WS OR VENTS (INSTALLED EDGE OF 12'-0" x 12'-0" I I ----;r-BULKHEAD & STAIRS BY BY OTHERS) ARE REQUIRED TO DECK ABOVE OWNER'S CONCRETE CONTACTOR - - PR❑VIDE 1/150 OF FLOOR AREA AS I - FREE VENTILATION AND SHALL BE I m LOCATED AS CLOSE TO CORNERS AS M POSSIBLE7. NOTES ON THIS PAGE TAKE 00 cI TRENCH DRAIN @ BOTTOM OF ;-4 ( I STAIRS BY OWNER'S CONCRETE PRECEDENCE OVER NOTES ON TYPICAL +1 OJ CONTRACTOR - SLOPE SLAB FOUNDATI❑N DWG, FD2 ~ I FROM DOOR Tu DRAIN 42'-0" NOTE FOR SET CREW1 iUP D❑ NOT USE THE PLATES THAT COME WITH THE LALLY COLUMNS, USE THE PLATES I ( ( 3'-9" www UFER GROUND ROD, PR❑VIDED BY C,V,H, WHEN — — — — M J L SEE DETAIL ON DRWG, FD2 HOUSE IS DELIVERED, — salsa I THIS SYMBOL DENOTES A COLUMN 1077 PLF (CPL) NOTE' PROPOSED LOCATION REQUIRED TO SUPPORT A I LOCATI❑N CRITICAL P❑INT LOAD, THESE C I f7 71 3068 DOOR o COLUMNS MAY NOT BE RELOCATED I (6) 1 1/2"x9 1/4" LVL FLOOR GIRDER SHIPPED LOOSE BY ELEC i OR DELETED IN ANY MANNER. I I 14'-0' O.C, MAX, FLOOR LOAD ONLY FACTORY AND PANEL ( y INSTALLED BY ll'-1" O.C: MAX, TOTAL LOAD ONLY CVH • 32'W x 14'H 32'W x 14'H I CELLAR WINDOW CELLAR WINDOW I I BY OWNER, BY OWNER. � I I 1/2 30' x 30' CONCRETE _ NOTE, SPLICES MUST FALL OVER PIERS ,.`L COLUMN FOOTING L J 9'-10" 680 PLF r- - 1579 PLF r- - ❑ 1579 PLF r- - 1579 PLF 3068 I I I ('' CU I I I I I S3 LCPL - L--- L----I 7236# P. , 4' DIA• METAL LALLY COLUMN (TYP,) 10" THK. x 20" CONCRETE WALL FOOTING (TYP.) 4" CONCRETE SLAB w/ 6x6 WWF on 10 MIL VAPOR/SOIL GAS BARRIER over •o I CRUSHED STONE OR GRAVEL I 10" THK. CONCRETE FOUNDATION WALL (TYR) 0T' NEwy 16'-3 3/4" BUILDER TO SUPPLY & INSTALL A POST Q` NOMAS O DR WALL (TO CARRY 500t lb, LOAD) UNDER CORNER OF FLOOR FRAMING I s� �(<` BEFORE CUTTING & REMOVING THIS 1 k f7up MEMBER @ THIS POINT, CC Lu i L L — 08052E — — — — — — — — — — - - - - - - - - - - - - - - - - AROFESSiONP • THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED BUILDING SYSTEMS FILED WITH THE STATE. 7" X 7' P.T. POST �� I I I l 4 I 12" DIA. CONCRETE L 2442 CUSTOM 2—STORY DECK PIER (TYP.) ----------- EDGE OF 4'-0' x 8'-0" ___ _ DECK ABOVE �PEx TBB PZf.Y Or 24" DIA, X 12" THK. L J PA'RPA'CTION SEE SHEET F N D 2 CONCRETE PIER FTG (TYP) 7'-5" IIoffESof PA, LLC, 7172 ROUTE 6.$Z 12" WIDE X 12" THICK A(lBBL6BVRO, P,f M94r? FOR FOUNDATION CONCRETE PAD' PXONA:•(570J 897-2999 IR �'°a "� WIDTH OF STA 84561 ]U°TE 18104 REINFORCING TABLE SERIAL 0000000 BILE NAMEI A18104 STATE, NY * OPTIONAL FEATURE : 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT CATEGORY: C 1• THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM IT IS A VIDLATIOJ OF ARTICLE 145 OF THE NEW YORK STATE SNOW 30 PSF EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE ZONE, WORK TO BE PERFORMED BY C.V.H., THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER WIND NO. M1168-2022-075, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN ZONE, 106Vasd/l37 Vult MPH OWNER OR THE GENERAL CONTRACTOR AS MODIFIED IN ANY MANNER, OR INTENT. IF A• )RAWING BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE AL"ERING ENGINEER SHALL AFFIX HIS SEAL TO WIND 2, THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY LOAD: 30 PSF NOTED ON THE CONSTRUCTION AGREEMENT 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNAOURO, THE THE DATE OF SUCH ALTERATION, AND A SPECIFIC SCALE; 1l4��= 1'-0" (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE PAGE #: A1 . 12 CONNECTICUT VALLEY HOMES SCOTT ANDERSON EAST LYME MODEL HOMES 120 BOSTON POST ROAD ■■ EAST LYME,CT 063331 ON® S00 466 6284 C O N N E C T I C U T RHODE ISLAND DESIGN STUDIO 271 POST RDA. VALLEY HOMES WESTERLY,RI020911 BBBQt7-0252 CUSTOM HOME PLANS FOR FISHERS ISLAND _____________________ 2-STORY THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED , BUILDING LGLATION: OFF EAST END ROAD BUILDING SYSTEMS FILED WITH THE STATE @ FIDCO GATEHOUSE, L____ ______J GROUNDING ELECTRODE CONDUCTOR FISHERS ISLAND,NY 06390 SUFFOLK COUNTY STAGE DATE DRAWN BY' CONNECTION LISTED FOR PURPOSE SDD PRELIM 3/14/24 SOD y FINAL 3/27/24 ACS LIFER GROUND - MIN. 1/2" STAMP SET 4/30/24 DUS REBAR WIRE TIED TO REV.FINAL 5/16/24 ACS FOOTING REINFORCEMENT, PREPROD#1 6124/24 DJS FOUNDATION WALL REBAR TABLE BOO D,A. X ,8" .RC. BOTCH IN PLATE MIN. 2U/ LENGTH FDNIDECK REV 10103124 TS LTS, SPACE 4''00"" O O. ULKHEAD REV 10/11/24 TS 1'0" FROM CORNERS FOR INSPECTION N TABLE R404.1.2(8) FROM 2020 NYS RESIDENTIAL CODE AND TIGHTENING b,c,d,e,f,n,t,k,n PLACE BOLTS 3" IN FROM MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10-INCH AND 12' INCH NOMINAL FLAT BASEMENT WALLS OUTSIDE PERIMETER OF 2" X 6" PLATE MAXIMUM MAXIMUM MINIMUM VERTICAL REINFORCEMENT-BAR SIZE AND SPACING (inches) FOUNDATION WITH 2-3/4' -0 WALL UNBALANCED Soil classes aAd design lateral soil (psf per foot of depth) EXPOSED ABOVE CONCRETE HEIGHT B EIGHT e GW, GP, SW, SP GM,GC,SM,SM-SC AND ML SC, ML-CL and inorganic CL 1= I I— I—I 1- 11—III—III= I I=I I 1=I I I—I I 1—I I 1-I =I I I=1I1=1 I I--I I _I I I- (feet) HEIGHT O - - 30 45 so 1=1 I I=1 1=1 I —i I=1 I I—I 1=I 11=1 11=I 11-=I I I=I 1=--III=1 I=i I I-1 I I-1 I=I I—� (feet) III—III—III i t—I �--j Minimum nominal wall thickness (inches) I_ FOUNDATION FOOTING IN_I I I= 1—III—I I 1—III—III—III— —I 6 8 10 12 6 8 10 12 6 8 10 12 2 1 2" _ _ DIRECT CONTACT WITH EARTH--_—=_ — _—_—_—- 1I =1t—I I I—I I I— - 4 NR NR NR NR NR NR NR NR NR NR NR NR 5 5 NR NR NR NR NR NR NR NR NR NR NR NR TOP V I EW lit Tit �_�=III=III1111 lit=I =III=II- 4 NR NR NR NR NR NR NR NR I NR NR NR NR SCALE: 1-1/2" = 1'-C" 6 5 NR NR NR NR NR NR' NR NR 14@35 NR' NR NR UFER GROUND DETAIL 6 NR NR NR NR 5@48 NR NR NR 5@36 NR NR NR N,T.S. 4 NR NR NR NR NR NR NR NR NR NR NR NR 7 5 NR NR NR NR NR NR NR NR 5@47 NR NR NR 6 NR NR NR NR 5@42 NR NR NR 6@43 5@48 NR' NR 7 5@46 NR NR NR 6@42 5@46 NR' NR 6034 6@48 NR NR 4 NR I NR I NR NR I NR NR NR NR NR NR NR NR 5 NR NR NR NR 4@38 NR' NR NR 5@43 NR NR NR 8 6 4@37 NR' NR NR 5@37 NR NR NR 6@37 5@43 NR' NR Y2 DIA. X 18" ANCHOR BOLTS, SPACE 4'0" O.C. 7 5@40 NR NR NR 6@37 5@41 NR' NR 6@34 6@43 NR NR 1'0" FROM CORNERS 8 6@43 5@47 NR' NR 6@34 6@43 NR NR 6@27 6@32 6@44 NR NOTCH IN PLATE PLACE BOLTS 3" IN FROM 4 NR NR NR NR NR NR NR NR NR NR NR NR FOR INSPECTION OUTSIDE PERIMETER OF AND TIGHTENING FOUNDATION WITH 2-3/4" 5 NR NR NR NR 4@35 NR' NR NR 5@40 NR NR NR EXPOSED ABOVE CONCRETE 9 6 4@34 NR' NR NR 16@48 NR I NR NR 16@36 6@39 NR' NR 7 5@36 NR NR NR 16534 5037 NR NR 6@33 6@38 5@37 NR' SHEET METAL 8 6@38 5@41 NR' NR 6@33 6@38 5@37 NR' 6@24 6@29 6@39 4@48r 2" X 6" PLATE TERMITE SHIELD 9 6@34 6@461 NR NR 6@26 6@30 6@41 NR 6@19 6@23 6@30 6@39 FIRST FLOOR 4 NR NR NR NR NR NR NR NR NR NR NR NR 2" X 6" PRESSURE R 0 N T VIEW- 6 EL. - 5 NR NR NR NR 4@33 NR' NR NR 5@38 NR NR NR TREATED SILL 5@48 NR' NR NR 16@45 NR NR NR 6@34 5@37 NR I NR WITH SEALER SCALE: 1-1/2" - 1'0" 10 7 6@47 NR NR NR 6@34 6@48 NR NR 6@30 6@35 6@48 NR' ELL..� WALL - 8 6@3415@381 NR NR 6@30 6@34 6@47 NR' 16@2216@26 6@35 6@45 9 6@34 6@41 4@48 NR' 6@23 6@27 6@35 4@48 DR 6@22 6@27 6@34 1/2" 0 x 12" ANCHOR BOLTS @ 10 6@28 6@33 6@45 NR DRI 6@23 6@29 6@381 DR 16@22 6@22 6@28 48 o.c. MAX., 12" MAX. FROM CORNERS. For 9: 1 foot=3048 mm; 1 inch=25.4 mm; I pound per square foot=0.1571 kPo /m, 1 pound per squore inch- 6.895 kPa. GRADE NR=Not required. a. Soil classes are in accordance with the Unified Soil Classification System. Refer to Table R405.1, IIIltli III-,II_- EL. Ys I_.I I II I I= b.Toble values are based on reinforcing bars with a minimum yield strength of 60,000 psi. c. Vertical reinforcement with a yield strength of less than 60,000 psi and/or bars of a different size III III I,- T #4 BAR WITHIN 12" 0, F NE than specified in the table are permitted in accordance with Section R404.1.3.3.7.6 and Table R404.1.2(9) OF TOP OF WALL NpMq y0 O ,� d. NR indicates no vertical wall reinforcement is required, except for 6-inch nominal walls formed with I ,�Q' < stay-in-place forming systems in which case vertical reinforcement shall be #4@48 inches on center. Yz DIA. X 15' ANCHOR — I co �O �� e. Allowable deflection criterion is L/240 where L is the unsupported height of the basement walls in BOLTS, SPACE 4'0" O.C. #4 BAR @ MID POINT ,t OF WALL HEIGHT ,_- p I, .< inches. 1'0" FROM CORNERS >S eCr LU f. Interpolation is not permitted. PLACE BOLTS 3" IN FROM NOTCH IN PLATE I n g. Where walls will retain 4 feet or more of unbalanced backfill, they shall be laterally supported at the FOR INSPECTION OUTSIDE PERIMETER OF DAMP PROOFING m ~ top and bottom before back filling, AND TIGHTENING C? h. Vertical reinforcement shall be located to provide a cover of 1.25 inches measured from the inside FOUNDATION WITH CONCRETE I �80526 face of the wall. The center of the steel shall not vary from the specified location by more than the EXPOSED ABOVE CONCRETE I A90 Npv greater of 10 percent of the wal thickness or %-inch. FESS10 g. Concrete cover for reinforcement measured from the inside face of the wall shol not be less than I #4 BARS @ 48" o.c. VERTICAL 3/4-Inch. Concrete cover for reinforcement measured from the outside face of the wall shall not be less (2) #4 BARS, LAP BARS 24" min. THESE PLANS HAVE BEEN EXTRACTED 11=1 FROM APPROVED BUILDING SYSTEMS FILED 2" X 6" PLATE MIN. 3 COVERAGE 11 WITH THE STATE. than 1Y inches for No.5 bars and smaller, and not less than 2 inches for larger bars. I!I-IL�II j. DR means design is required in accordance with the applicable building code, or where there is no I=III=111- 1=1 code in accordance with ACI 318. / SIDE \! EW 2" X 6" PRESSURE 111�.111-11_Il-II k. Concrete shall have a specified compressive strength,f', of not less than 2,500 psi at 28 days, TREATED SILL it�'- T.O. BSPdT. SLAB T J.-11 unless a higher strength is required by footnote I or m. SCALE: 1-1 2' = 1'-0" WITH SEALER III- / - EL. 0.0' 2442 CUSTOM 2-STORY I. The minimum thickness is permitted to be reduced 2 inches, provided the minimum specified compressive strength of concrete, III-III= p g f', is 4,000 psi. m. A lain concrete wall with a minimum nominal thickness of 12 inches is permitted, provided minimum ./ZP�,X PLeFLCT/ON P p p )T-1 1=1I1= I_ -III-I I- I I specified compressive strength of concrete,f', is 3,500 psi. 11=I�-11=1llL1l1-'II=11- -III--1=11-111� f�OtGl�'Sof Pa, LLC. IIII=1�II-1J1„II-III III-1�-11=1.(t-1I1=1I1-1T_I-L=-__-1I1=III- n. See Table R608.3 for tolerance from nominal thickness permitted for flat walls. 1=11-III-II-III-LLI-1��111=111-1)I I -II-III-III I1 -=11=111 717z ROVTr azz a I- -I-III=111= I_I_L=1 NIBBLEBUBO, PA 17*4z o. The use of this table shall be prohibited for soil classificcUons not shown. �1 T1-11� 1 L�111="111-1! 1)!_Ili=111-!! 111-III-111-11- PERFORATED FOOTING DRAIN in PHONE•(570)B87-esss "III r I I_II-IIII1=1-11=ll1=u1=1I1="-1L=1 1I1=1I'- TDB #1 -III=11 II�IT_I- C`I11- _III-1 =III-11 III''= MITI- CRUSHED STONE ENCASED w/ 84561 LI L L_I FILTER FABRIC QUOTE #. 18104 SERIAL 0000000 ILE NAME, A18104 TYPICAL STATE: FOUNDATION SECTION NY ** OPTIONAL FEATURE: 'T❑ THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT N.T.S. CATEGORY, C 1, THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE SNOW EDUCATION LAW FOR ANY P-RSON, UNLESS ACTING UNDER THE ZONE. 30 PSF WORK TO BE PERFORMED BY C.V.H., THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION NO, M1168-2022-075, MANUFACTURER'S NO, M1168, WHICH HAS NOT BEEN DIRECTION OF A LICENSED ROFESSIONAL ENGINEER, TO ALTER WINO OWNER OR THE GENERAL CONTRACTOR AS MODIFIED IN ANY MANNER, OREINTE TINIF AN ANY WAY TO DRAl:iING 1EAPNGANGE THE THE SEALSTRUCTURAL DESIGN[IF AN ENGINEER IS ZONE 106Vasd/137 Vult MPH 2, THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER ALTERED, THE ALTERING EN3INEER SHALL AFFIX HIS SEAL TO WIND 30 PSF NOTED ON THE CONSTRUCTION AGREEMENT 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE THE DRAWING WITH A NOTAOIDN ' ALTERED BY FOLLOWEDBY (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE HIS SIGNATURE, THE DATE SUCH ALTERATION, AND A SPECIFIC SCALE � DESCRIPTION OF THE ALTERATION. 1I411— 1 —011 PAGE # FD2 CONNECTICUT VALLEY HOMES SCOTTANDERSON EAST LYME MODEL HOMES 128 BOSTON POST ROAD ■■ EAST LYME,CT 06333 1 800-188-8281 C O N N E C T I C U T RHODE ISLAND DESIGN STUDIO VALLEY HOMES WESTERLY,RI 028911 888.717-8252 [FISHERS STOM HOME PLANS FOR ISLAND ____ _ ___ _ _ __ _ 2-STORY THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED DING LOCATION, BUILNG SYSTEMS FILED WITH THE STATE. OFF EAST END ROAD ("DI """""""-"-—--'� @ FIDCO GATEHOUSE, FISHERS ISLAND,NY 06390 SUFFOLK COUNTY STAGE DATE DRAWN BY SDD PRELIM 3/14/24 SDD NON—ALUMINUM FINAL 3/27/24 ACS FLASHING STAMP SET 4/30/24 DJS NAILS @ 2 Y O.C. TO P.T. 2x8 LEDGER REVYINAL 5116124 ACS BLOCKING W/HOLD-DOWN PREPROD41 6124/24 DJS z (12 TOTAL MIN.) AZEK DECKING FDNIDECK REV 1ao3i2a Ts 5" FASTEN MASTER LedgerLOK SCREW, TYP. ULKHEAD REV 10/11/24 TS FW O e Z 04 a 2x10 BLOCKING -� 22=MIN. (2) JOIST BAYS SIMPSON DTT2Z (GALV.) TENSION TIE , LEDGER BOARD 12" MAX. OR EQUAL, FASTEN WITH 8-10d x 1,5" NAILS, 2 LOCATIONS PER DECK TYPICAL ELEVATION OF LEDGER BOARD Y2" THREADED ROD N.T.S. TYPICAL TENSION TIE @ PORCH N.T.S. NOTES: NOTES: 1. 5.5" MIN. FOR 2X8 LEDGER BOARD (4.5" MIN, NTH LAG SCREWS) 1. PROVIDE TENSION TIES AT A MINIMUM OF TWO (2) LOCATIONS ON EACH PORCH. 2. IF DECK k FLOOR JOISTS DO NOT ALIGN AND WHERE HOUSE JOISTS ARE PERPENDICULAR TO 6.5" MIN. FOR 2X10 LEDGER BOARD DECK JOISTS, MODIFY INSTALLATION PER SIMPSONS TECHNICAL BUUEnN T-C-DECKLATI9. 7.5" MIN. FOR 2X12 LEDGER BOARD PROVIDE ALL REQUIRED BLOCKING. DECK RA[UNG SYSTEM EXISTING HOUSE - SEE ORDER FORM FOR DETAILS 5Y4' X 6" AZEK DECKING (TYP.) (2) P.T. 2x8 BEAM 1x10 EXT. PVC 1st FINISHED FLOOR SKIRT BOARD I P.T. 2x8 JOISTS @ 16" O.C. — — — — — — — P.T. 6x6 POST OF NEw w/ VINYL SLEEVE 'oY,OMAS �yO co ,p FINISHED GRADE '—P.T. 2x8 LEDGER - Q SEE DETAILS ABOVE n ° I' h. w SIMPSON ABU66 POST BASE I I A 080526 N 5 RoFEs s10Np'� � z 12" DIA. CONCRETE THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED BUILDING SYSTEMS FILED DECK PIER WITH THE STATE, 24" DIA. X 12" THK DIMENSION VARIES - SEE FOUNDATION PLAN 2442 CUSTOM 2-STORY CONCRETE DECK rqs Pswx OF � / JrP�,X PEBEECTION FOOTING (TYP.) h'offESov-Pa, iL0.. 7172 Boys B22 ,VIBBLEBUBC, P4 /784t2 P//0A'E•(570)837-29,?S JOB # 84561 DECK CROSS SECTION QUOTE 18104 SERIAL N.T.S. 0000000 FILE NAME, A18104 STATE, NY * * OPTIONAL FEATURE: EXPOSURE 'T❑ THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT CATEGORY, 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS IT IS A BEEN DERIVED FROM EDUCATION IDLAW IFFOR OANY RPERSON,TICLE 4UNLESS 5 OF HACTI G UNDER THE ZONE NEW YORK STATE E 30 PSF WORK TO BE PERFORMED BY C,V.H., THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER 1 -2022-075, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN wlNn THE DRAWINGS IN ANY 'JAY TO CHANGE THE STRUCTURAL DESIGN ZONE, 106Vasd/137 Vult MPH OWNER OR THE GENERAL CONTRACTOR AS MODIFIED IN ANY MANNER, OR INTENT, IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS ENERGY2. THE PORTIONALTERED THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO WIND 30 PSF NOTED ON THE CONSTRUCTION AGREEMENT 5 OF NEWYORKA ENERGY CONSERVATION E CONSTRUCTIONS CHAPTER CODE THE DRAWING WITH A N7TATION ' ALTERED BY ' FOLLOWED BY LOAD (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE HIS SIGNATURE, THE DATE A SUCH ALTERATION, AND A SPECIFIC SCALE DESCRIPTION ❑F THE ALTERATION, 1/4 n—- 1 -011 PAGE #, DECK