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HomeMy WebLinkAbout41864-Z � g�FP�t,fcpG Town of Southold 7/24/2019 y� P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40536 Date: 7/24/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2284 Bridge Ln., Cutchogue SCTM#: 473889 Sec/Block/Lot: 97.4-12.12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/12/2010 pursuant to which Building Permit No. 41864 dated 8/8/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING WITH FRONT AND REAR COVERED PORCHES,FIRST AND SECOND FLOOR DECKS, ATTACHED THREE CAR GARAGE AND UNFINISHED BASEMENT AS APPLIED FOR The certificate is issued to Bridge Lane II,LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-10-0001 11-28-2018 ELECTRICAL CERTIFICATE NO. 41864 09-26-2017 PLUMBERS CERTIFICATION DATED 09-26-2017 Ho wner-PE Signature tea- o�go�oc,r� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41864 Date: 8/8/2017 Permission is hereby granted to: Bridge Lane II, LLC PO BOX 467 Cutchogue, NY 11935 To: CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED 3 CAR GARAGE & COVERED PORCHES AS APPLIED FOR.REPLACE B.P. # 37546 At premises located at: 2284 Bridge Ln., Cutchogue SCTM # 473889 Sec/Block/Lot# 97.-1-12.12 Pursuant to application dated 8/8/2017 and approved by the Building Inspector. To expire on 2/7/2019. Fees: PERMIT RENEWAL $1,741.60 CO -NEW DWELLING $50.00 Tot $1,791.60 l Building I spec o rte" TOWN OF SOUTHOLD o�g11FF0�� BUILDING DEPARTMENT y TOWN CLERK'S OFFICE goy . oR 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#: 37546 Date: 9/25/2012 Permission is hereby granted to: PUGLIESE VINEYARDS, LLC P.O. BOX 611 CUTCHOGUE, NY 11935 To: CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED 3 CAR GARAGE & COVERED PORCHES AS APPLIED FOR.REPLACE B.P. # 35499 At premises located at: 2284 BRIDGE LANE CUTCHOGUE SCTM # 473889 Sec/Block/Lot# 97.-1-12.12 Pursuant to application dated 4/12/2010 and approved by the Building Inspector. To expire on 3/25/2014. Fees: PERMIT RENEWAL $1,741.60 Total: $1,741.60 4 cls 50.00 171 .6o Building Insp cibr— FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35499 Z Date APRIL 22, 2010 Permission is hereby granted to: PUGLIESE 2705 BRIDGE LANE CUTCHOGUE,NY 11935 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED 3 CAR GARAGE & COVERED PORCHES AS APPLIED FOR at premises located at 34515 MAIN RD CUTCHOGUE County Tax Map No. 473889 Section 097 Block 0001 Lot No. 012 . 012 pursuant to application dated APRIL 12, 2010 and approved by the Building Inspector to expire on OCTOBER 22, 2011 . Fee $ 3, 483 . 20 Autho ized Signature COPY Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: - 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Dam. New Construction: Old or Pre-existing Building: (check one) Location of Propeet+ 'Ti - ouse No. Street Hamlet Owner or Owners of Property, 1 Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ "Applicantre OF SO!/T�®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® aQ roger.richert(aD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Bridge Lane, LLC (Pugliese) Address: 2284 Bridge Lane City.Cutchogue st: New York zip: 11935 Building Permit#: 41864 Section- 97 Block: 1 Lot: 12.12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Pinti Electric License No: 33025-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph E Heat OIL Duplec Recpt 72 Ceding Fixtures 31 HID Fixtures Service 3 ph Hot Water GFCI Recpt 11 Wall Fixtures 13 Smoke Detectors 6 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 100 CO,Detectors 1 Sub Panel A/C Blower 2 Range Recpt 20A Fluorescent Fixture 6 Pumps Transformer Appliances 2-DW Dryer Recpt 1-20A Emergency Fixture Time Clocks Disconnect Switches 11 g Twist Lock Exit Fixtures TVSS Other Equipment: 6- Paddle Fans, 4- Exhaust Fans, 1- Range Hood, Electric Oven, 25-ARC Fault Circuit Breakers. Notes: Inspector Signature: - Date: September 26, 2017 0-Cert Electrical Compliance FormAs Peter Pu 6 liese DD ' 2284 Bridge Lane _SEP 2 6 2017 Cutchogue NY 11935 516-635-1365 BUTLDINGDEPT. TOWN'®F SOUT OLD To whom it may concern, - r' I the homeowner of 2284 Bridge Lane, Cutchogue, NY 11935 did full pex pipe for potable water, their is no soder or copper pipes in the residence. Thank you for your time. 7 s Sincerely, Peter Pugliese yj" * BOE SOFT b Lf TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 I-NSPECTICN [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE w ® p INSPECTOR r , f. coulm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ANSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: 14/Cl DATE �� INSPECTOR v v Of SO�Tyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 1 NSPECTION [ ] FOU ATION 1 ST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CO UCTION [ ] FIRE RESISTANT PENETRATION REMARKS: C' DATE INSPECTOR OF SOUjyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLOG. AFOUNDATIO- [ ] INSULATION [ FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ J FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: �-� �•� r DATE INSPECTOR OF SOU TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FO A 2ND [ ] INSULATION [ RAMIN / STRAPPING ] FINAL [ ] FIREPLAC EY_-- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: � DATE INSPECTOR Iq V90 1� 3s,H7 coulo, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION IST ROUGH PLI3G. FOUNDATION 2ND INSULATION STRAPPING FINAL 7� I FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION REMARKS: =ate)- v DATE - INSPECTOR �pF SO(/ly co TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION �, [ ] FOUNDATION IST I'--ROUGH PLOD. C [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: -� - ���, f _ DATE / INSPECTOR. <� SOF SO(/Ty TOWN OF S THO IL®INC DEPT. ✓ 765-1802 INSPECT N `__��A7r �m [ ] FOUNDATION IST ROUGH PL.GG. [ ] FOUN TION 2ND [ ] INSULATION [ RAMING / STRAPPING [ ] FINAL. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: _ � i 1 DATE INSPECTOR Of SO(/Tyo N Q - . dl TOWN_OF SOUTHOLD BUILDING DEPT." = . 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE f, INSPECTOR �✓ J- pf SOpryo 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLRG. [ ] FOUNDAT N 2ND [ ] INSULATION . = ~ [ IF G/STRAPPING [ ] FINAL [ FIREPLACE A CHIMNEI( [ ] FIRE AFTIr INSPECTION [ ] FIRE RESISTANT CONSTRUCTION IRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: i i DATE \ INSPECTOR f3f s 0 Li cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I-NSPECTION ] FOUNDATION IST ROUGH PLBG. FOUNDATION 2ND INSULATION FRAMING/STRAPPING ] FINAL FIREPLACE & CHIMNEY FI SAFETY INSPECTION I SISI FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE -11 -INSPECTOR -// r4f s 0 LA cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION I ST RqdGH PLBG. [ ] FOUNDATION 2ND [;INSULATION. ] FRAMING/STRAPPING FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: ,-;4 (A) az Lcf-,, ('044—L-g— DATE - -INSPECTOR / SOUT �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] -ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: a NA rll & I . nLf vw,, 7A W14 Ve2 Won ARA no f�X DATE INSPECTOR Met so �o� olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL " [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARK ,. llv� W J� DATE INSPECTOR �O��OF SOpjyo� TOWN OF. SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]f ELECTRICAL (FINAL) REMARKS: DATE 7 INSPECTOR<` ` j "pF SOUIyO� # TOWN OFHOL BU LDING DEPT. courm, 765-1802 INS ION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATION [ ] FRAMING /STRAPPING [ FINAL ke-1 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 4�� o *V- 0 "fQoof—) DATE C, INSPECTOR �. - I �' r:_•:_ � z ' % ������' Wit._ • 1 F W �A '-% M MW PLUMING 11 �� LM MEMN W-14 INSULATTON PER N.Y. STATE ENERGY CODE / , LAI D co TS MUM AM RIER WIN am I • _ rVbWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST UILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL i _'�N Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 — Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form %-6q N.Y.S.D.E.C. 6 Trustees Flood Permit Examined ,20 Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c Phone- Expiration ,20 Building Inspector Gt D APPLICATION FOR BUILDING PERMIT �` Date , 20 10 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Si ature of appliant or name,if a corporation) P /,i I I CtA"v A I J Jq,�2fi I ( ailing address of a q cant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 4&1_1q_01r — Name of owner of premises As on the tax roll or latest deed) ( ) If applicant is a corporation, signature of duly authorized officer _-- -ALICIA WALKER (Name and title of corporate officer) Notary Public State of New York No.OIWA6153064 Qualified in Suffolk County Builders License No. Commission Expires Sept.25,-zm, Plumbers License No. Electricians License No. Other Trade's License No. 1. Location o land on w pro osed w rk will be done: House Number S t r et Hamlet County Tax Map No. 1000 Section-J7 Block (1) Lotl m Subdivision Filed Map No. ZZO,?6 Lot 3 2. State existing use and occupancy of premises and intended use'rid occupancy of proposed construction: a. Existing use and occupancy a� b. Intended use and occupancy 3. Nature of work (check which applicable): New Building VZ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost uvv Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor 3 / If garage, number of cars 13 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories ; Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories ok- 9. Size of lot: Front -3-3del" Rear -33f Depth 10. Date of Purchase l �� Name of Fonner Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES NOZW111 excess fill be removed from premises? YES NOIZ_ 14. Naives of Owner of premises LAddress 7 .Phone No. Name of Architect Address Phone No Name of Contractor V Address Phone No. 15a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b': Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF —3� 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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this �Z day of ��c-,\ 20\0 _2 --- uALICIA WALKER lj( Rd=Pub]ic State of w York \ Notary Public No.O1 A6153064 Signature c pplicant Qualified in Suffolk County Commission Expires Sept.25,,-_ OPSgFFQk Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM dol�y PROPERTY LOCATION: s.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A I STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. ———————————————————————————————————————————————————— Item Number: (NOTE: A Check Mark(.1)for each Question is Required for a Complete Application) Yes No - ----------------------------------------------------- Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? F (This item will include all run-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlowl Z 3 Will this Project Require any Land Filling,Grading or Excavation where there Is a change to the Natural El Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of ❑ / Five Thousand(5,000)Square Feet of Ground Surface? b� / 5 Is there a Natural Water Course Running through the Site? ❑ / Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Wetland or Beach? 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to ❑ / One Hundred(100')of Horizontal Distance? 7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off Elinto and/or in the direction of a Town right-of-way? 8 Will this Project Require the Placement of Material,Removal of Vegetation and/or the Construction of a any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? y NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water,Grading, Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Pennitl ---------------------------------------------------- EXEMPTION: --------------------------------------------------- EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agricultural Project? — Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan Is NOT Required! ———————————————————————————————————————————————————— STATE OF NEW YORK, O TY 1... .................SS s 9 That I, ,, .. ....................................being duly sworn,deposes and says that he/she is the applicant for Penni% (Name of individu ning Document) Andthat he/she is the ........................................................................................................................................... (Owner,Contractor,Agent,Corporate Officer,etc) Owner and/or representative of the Owner of Owners,and is duly authorized to perform or have performed the said work and to make'and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewith. ALICIA WALKER Sworn to before me this; Notary Public State of New York No.OIW46-153064 Qualified in Suffolk County ................1:Z�~.....................day of.As�c.�...........................,20`��. Commission Expires Sept.25,a�to NotaryPublic:.... -r-ua ....................................................... ..... ............... ignature of Appli t) FORM - 06/07 T (Dal)70&1802 P.O.BOX 1199 iia,rtyr 1197a-09� B[XUDMO DEPAA'I'SOM TOWI N OF SOUMOLD ' AIMN FCMCMIC�4f� tN 'ltatM gyp. � REQUESTED By: DOW Cwpany Name: r,y.•r- �.�nc'c. Name: �1 #. INo.. 5 3 o j�.5 /n&r °s 1 Addy 3�+ Go� ,�uC.. S�-rte.•-�" ,�" _ �/�31 L ,y Pf ne Nb.: 6,3 i - 3 �•a9'1 JOBSITE INFOR MAPON; (Indicates required inibn metion) *Narm: PETER- '`PUGL•I C—S6. *Address: aa?4 ,BR )bGE LA-M E GuTcW-oma I y�f Y �L9355 RM=e No.: G31 - -7 -9 q ,_3 r rim e�lr.r�—.ram w PeffnK NO.; 35 N 9 q ' Tsx.Wp I)'istriu l000 ;mon: q- Blok:o I Loi fg , !BPJtF DESCRIPTION OF WORK(Please Print Oeady) a1.� �II�I ltiaY IY�1 POMB Circle All Thai'Apply) . 1s job ready for inspection: YBS NO �E 5. fi0ugf�tri FInW 101you ri a Temp CeNr : YiwS/ O `amp lnfionnodon(M-nowded) ' Service Size: 1 MM 2PRtaae 100 150 200 250 400 GOW Now Service: Re tanned Urdefground Number of MsWm C t Me of Service Overhead ddid©naf Inibrrnadon: ,�Ayat.,�NT au_ E,WLTHJ MSL,MTJ-Oy G .�%r#eq�iesi�lrtt Form Southold Town Building Department P.O.Box 1179 Permit#: 35499 54375 Main Road • Southold,New York 11971 Permit Date: 4/22/2010 (631) 765-1802 Expiration Date: . 10/22/2011 Parcel ID: 97.-1-12.12 BUILDING PERMIT RENEWAL LETTER Dated: 8/13/2012 Applicant: PETER&LORELLE PUGLIESE Location: 2284 BRIDGE LANE CUTCHOGUE Work Description: SINGLE FAMILY DWELLING CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED 3 CAR GARAGE& COVERED PORCHES AS APPLIED FOR. A FEE OF $1741.60 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: PUGLIESE VINEYARDS, LLC Address: P.O. BOX 611 CUTCHOGUE,NY 11935 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. M Southold Town Building Department g11FfOt,�� P.O.Box 1179 Permit#: 35499 a 54375 Main Road w Southold,New York 11971 Permit Date: 4/22/2010 � �o`�� (631) 765-1802 Expiration Date: 10/22/2011 Parcel ID: 97.4-12.12 BUILDING PERMIT RENEWAL LETTER Dated: 8/13/2012 Applicant: PETER&LORELLE PUGLIESE Location: 2284 BRIDGE LANE CUTCHOGUE Work Description: SINGLE FAMILY DWELLING CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED 3 CAR GARAGE&COVERED PORCHES AS APPLIED FOR. A FEE OF $1741.60 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: PUGLIESE VINEYARDS, LLC Address: P.O.BOX 611 CUTCHOGUE,NY 11935 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. �\ THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department P.O.Box 1179 Permit#: 37546 53095 Main Rd W Southold,New York 11971 Permit Date: 9/25/2012 py�►o ��o� (631)765-1802 Expiration Date: 3/25/2014 Parcel ID: 97.-1-12.12 BUILDING PERMIT RENEWAL LETTER Dated: 4/23/2015 Applicant: PETER&LORELLE PUGLIESE Location: 2284 BRIDGE LANE CUTCHOGUE Work Description: SINGLE FAMILY DWELLING CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED 3 CAR GARAGE& COVERED PORCHES AS APPLIED FOR.REPLACE B.P. #35499 A FEE OF $1791.60 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Bridge Lane II LLC Address: The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department P.O.Box 1179 Permit#: 37546 53095 Main Rd Southold,New York 11971 Permit Date: 9/25/2012 �4�j®1 (631)765-1802 Expiration Date: 3/25/2014 Parcel ID: 97.-1-12.12 BUILDING PERMIT RENEWAL LETTER Dated: 3/1/2017 Applicant: PETER&LORELLE PUGLIESE Location: 2284 BRIDGE LANE CUTCHOGUE Work Description: SINGLE FAMILY DWELLING CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED 3 CAR GARAGE&COVERED PORCHES AS APPLIED FOR.REPLACE B.P. #35499 A FEE OF $1791.60 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Bridge Lane II LLC Address: The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. � o Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 • Q Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD . S October 2, 2017 3 Bridge Lane 11, LLC .� P.O. Box 467 Cutchogue, New York 11935 � adoy, RE: 2284 Bridge Lane, Cutchogue TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. t 0-4,00 a� A fee of$50.00. a Final Survey with Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) e Trustees Certificate of Compliance. (Town'Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 41864-Z New Dwelling .r SUFP=COUNTY OEPARTY&NT OFCONSUMER AFFAIRS MASTER ELECTRICIAN - VINCENT P PINTI Ttds C"Iles thel tho n��+sas►we beau fs duty PINTO 0 WTRIC INC licensed bythe CountfofSulfdlk [:33 'n°'Eric A.Kaau 25MfE- - o4r1$r�ooa °0� I FIMLU0XO"' 04MV2013 REScheck Software Version 4.3.0 Compliance Certificate Project Title: Pugliese Energy Code: 2007 New York Energy Conservation Construction-Code Location: Suffolk County, New York Construction Type- Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage- 12% Heating Degree Days: , 5750 Construction Site: Owner/Agent: Designer/Contractor: Cutchouge,NY i Compliance: Maximum UA.897 Your UA:742 Ceiling 1.Flat Ceiling or Scissor Truss 2485 300 0.0 87 Ceiling 2:Cathedral Ceiling(no attic) 620 30.0 00 21 Wall 1 Wood Frame,16"o.c. 5096 19.0 00 266 Window 1:Metal Frame with Thermal Break:Double Pane with 479 0 340 163 Low-E Door 1:Solid 29 0.290 8 Door 2:Glass 149 0.340 51 Floor 1:All-Wood Joist/Truss-Over Unconditioned Space 3105 19.0 00 146 The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or ifications are in compliance with this Code. Name-Title Signature Dat DL Project Title: Pugliese Report date- 04/10/10 Data filename:C.\Program Files\Check\REScheck\pugliese.rck Page 1 of 4 REScheck Software Version 4.3.0 Inspection Checklist Ceilings: ❑ Ceiling 1.Flat Ceiling or Scissor Truss,R-30 0 cavity insulation Comments• ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments. Above-Grade Walls: ❑ Wall 1.Wood Frame,16"o c,R-19 0 cavity insulation Comments. Windows: ❑ Window 1:Metal Frame with Thermal Break.Double Pane with Low-E,U-factor 0 340 For windows without labeled U-factors,describe features. #Panes Frame Type Thermal Breaks Yes No Comments. Doors: ❑ Door 1:Solid,U-factor.0.290 Comments. ❑ Door 2.Glass,U-factor:0.340 Comments. Floors: ❑ Floor 1•All-Wood Joist/Truss.Over Unconditioned Space,R-19 0 cavity insulation Comments. Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5'clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value ❑ Materials and equipment are identified so that compliance can be determined ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. ❑ Return ducts in unconditioned attics or outside the building are insulated to at least R-4. ❑ Supply ducts in unconditioned spaces are insulated to at least R-8. ❑ Return ducts in unconditioned spaces(except basements)are insulated to R-2 Insulation is not required on return ducts in basements. Duct Construction: ❑ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes Tapes and mastics are rated UL 181A or UL 181 B. Project Title: Pughese Report date: 04/10/10 Data filename:C.\Program Files\Check\REScheck\pugliese rck Page 2 of 4 Exceptions Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ The HVAC system provides a means for balancing air and water systems Temperature Controls: r-1 Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [3 Separate electric meters exist for each dwelling unit. Fireplaces: C] Fireplaces are installed with tight fitting non-combustible fireplace doors ❑ Fireplaces have a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: ci Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Circulating Hot Water Systems: El Circulating hot water pipes are insulated to the levels in Table 1 Heating and Cooling Piping Insulation: F1 HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Swimming Pools: Cl All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources Pool pumps have a time clock. Project Title: Pugliese Report date. 04/10/10 Data filename:C•\Program Files\Check\REScheck\pugliese rck Page 3 of 4 c Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25' 1 5'to 2 0" Over 2" Temperature(°F) 170-1 00 0.5 1.0 1.5 2.0 140-169 0.5 05 1.0 15 100-139 0.5 0.5 05 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Insulation Thickness in Inches by Pipe Sizes Piping System Types Fluid Temp.Range(°F) 2"Runouts 1"and Less 1.25'to 2 0" 2 5'to 4" Heating Systems Low Pressure/Temperature 201-250 1 0 1 5 1 5 20 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 10 1.5 20 Cooling Systems Chilled Water,Refrigerant and 40-55 05 0.5 0.75 1 0 Brine Below 40 1.0 1 0 1 5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: Pugliese Report date- 04/10/10 Data filename:C:\Program Files\Check\REScheck\pugliese.rck Page 4 of 4 PLOT PLAN LOT 3 ��sso MINOR SUBDIVISION FOR o� o RALPH & PATRICIA PUGLIESE s' 'fid FILE No. 11086 FILED APRIL 14, 2004 SI T UA TE �° °F CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-97-01 - 12. 12 SCALE 1 "=60' D ECEMBER 30, 2009 i \� N ass AREA = 124,557 sq. ft. o 2.859 ac. 0 Ole" 41- tX Mme/ / 6N 1110 0 0<<1 41 A�7 , 00'_s X00 �� t r�,f ti / J x �+ 'Suffalk CQ. P'S'P. O :P o � CnVICC'„ cr / v O (A ' S o 1717, �s QO JI 00 025 6°� / 1 p�' �vJ 25 p 'Po 0 11 3 O SUFFOLK COUNTY DEPARTMENT Of iHEALTH SERVICES \ I \ \ NO' v ms's -C\.� 1 \ Pr.W.;IT FoP APP•,0'JA1 Or ..ONO'._?Ci: f"cE� /, 13 f�y. :Q 0\0 air: ,c E F'f1c,,[i:�` f(F�IOCP <<i \ / \ tX 4 roR r iA�tit�UM Q �Ev _^ EXPIRES i HREE YEARS FR0Mi DAA CQF APPROVAL CER TIFIED TO: PETER PUGLIESE PREPARED IN ACCORDAy E 1,NIT THE IMUM p �p STANDARDS FOR TITLE SURVEY5-A5t4$TABLfSHED Q BY THE L.-A.L.S. AND �'PRDVED"AN[3_ADOPTED. FOR SUCH USE BY IE,MEWjrQRI�' TITLE ASSOCIATION. , 7 0 , \ NOTES: 1. CONTOURS ARE SCALED FROM TOPOGRAPHICAL MAP OF FIVE EASTERN TOWNS EXISTING ELEVATIONS ARE SHOWN THUS: 30.0 1 EXISTING CONTOUR LINES ARE SHOWN THUS: — — — —30— — — — N.Y.S. Lic. No. 50467 / PROPOSED CONTOUR LINES ARE SHOWN THUS: 3O UNAUTHORIZED ALTERATION OR ADDITION 2. REFER TO FILED MAP FOR TEST HOLE DATA. TO THIS SURVEY IS A VIOLATION OF / 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 TO 6 BEDROOM HOUSE IS 1,500 GALLONS. Nathan Tait Corrin 'I' SECTION 7209 OF THE NEW YORK STATE 1 TANK; 8' DIA. X 5' DEEP EDUCATION LAW. 4. MINIMUM LEACHING SYSTEM FOR A 5 TO 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. COPIES OF THIS SURVEY MAP NOT BEARING 1 POOL; 8' DIA., 16' DEEP Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED PROPOSED 50 Y FUTURE EXPANSION POOL TO BE A VALID TRUE COPY. O PROPOSED 8' DIA. X 16' DEEP LEACHING POOL CERTIFICATIONS INDICATED HEREON SHALL RUN PROPOSED 1,500 GALLON SEPTIC TANK ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD Title Surveys — Subdivisions — Site Plans — Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- DRAINAGE SYSTEM CALCULATION PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. ROOF AREA: 4,600 sq. ft. 4,600 sq, ft. X 0.17 = 782 cu. ft. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 782 cu. ft. / 42.2 = 19 vertical ft. of 8' dia. leaching pool required 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF PROVIDE (4) 8' dia. X 5' high STORM DRAIN POOLS Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS: SURVEY FOR FOUNDATION LOCATION LOT 3 MINOR S UDDI VISION FOR cess°° RALPH & PATRICIA PUGLIESE FILE No. 11086 FILED APRIL 14, 2004 SI T UA TE 0 0 I CUTCHOGUE °°"'°F �� TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-97-01 — 12. 12 SCALE 1 "=60' lb DECEMBER 30, 2009 MARCH 25, 2010 ADDED PROPOSED HOUSE JULY 14, 2010 FOUNDATION LOCATION / AREA = 124,557 sq. ft. 7 s 2.859 ac. N ti ,2c, l C_ go 25 o � st S6' 10 ,M� °�s� moo <<- i cNr A,) �, 6e' s J O l� -1-00 V sr. v 9,A Cf' J Tlo OJ c�� s O&J Do q OHO <<v s .so \o V � U u 36.0' 8l6• D �. �� 359"0':A:_ 19. ' 6 g• � 19.2' j Q JUL 15 20 \ N 2o.1 J BLDG.DEPT. OD Tovim OF SOUTHOLO /41 ^^.. 6yst bti \ ' G ,;" o�� i1.hs O `�° � / �F mss• 9 yP 'p CER TIF'IED TO: PETER PUGLIESE s6oo O� o I� GPy PREPARED IN ACCORDANCE WITH THE MINIMUM J 1 STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED J FOR SUCH„y$E.B THE NEW YORK STATE LAND \� TITLE CTAT QN. N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin SECTION 72LA OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys — Subdivisions — Site Plans — Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fox (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New ,York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. PLOT PLAN LOT 3 MINOR SUBDIVISION FOR 00, RALPH & PATRICIA PUGLIESE ' '10 0 s �.r� FILE No. 11086 FILED APRIL 14, 2004 SIT UA TE °o?O,, CUTCHOGUE TOWN OF SOUTHOLD <o AO`s SUFFOLK COUNTY, NEW YORK °`' S.C. TAX No. 1000-97-01 - 12. 12 SCALE 1 "=60' \� /�' DECEMBER 30, 2009 '5�' \\ FEBRUARY 10, 2019 REVISE PROP. DECKS a `�S AREA = 124,557 sq. ft. 2.859 ac. Q 410, �� C;1 v. � 5 Nry A�/ ^� i / 410 T G o o,� AF ND SOO 00 ,a'S , OOl s� ��, 1041 cTl 451 0 /011 tX �s� 1 QQo ° ^D \ C� ss 03. sp' ,yo o / \ �Qe '.e. �.P �rJ 25 �, \ <'0_1I J QS OS �� 30 \ \ / \ c� I �V �O Gy Fd 6' �� �0, �� V \ \G P Ro oO O PROP r 2n �oo� O gyp, p� K00,P"PS( 1 \ ":e ..:Ad' PROP. r�.-(�:::' : :.\ t OPI�OR� 00 o X11 O,.,:. 2�d It CER TIFIED T 0: s�\\ \ \ \ \ o PETER PUGLIESE S h% \ \ \ \ �b� o PREPARED IN ACCORDANCE WITH THE MINIMUM ',�' \ \ O STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH U$EABY'='Tt1E-NEW YORK STATE LAND I \ A� TITLE ASSOC(ATION.- NOTES: \ 1. CONTOURS ARE SCALED FROM TOPOGRAPHICAL MAP OF FIVE EASTERN TOWNS. EXISTING ELEVATIONS ARE SHOWN THUS: 30.0 — — — \ EXISTING CONTOUR LINES ARE SHOWN THUS: — — —30— — PROPOSED CONTOUR LINES ARE SHOWN THUS: 3O N.Y.S. Lic. No. 50467 l 2. REFER TO FILED MAP FOR TEST HOLE DATA. UNAUTHORIZED ALTERATION OR ADDITION 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 TO 6 BEDROOM HOUSE IS 1,500 GALLONS. TO THIS SURVEY IS A VIOLATION OF (,� 1 TANK; 8' DIA. X 5' DEEP Nathan Taft Corwin III EDUCATION 72LA OF THE NEW YORK STATE Q14EDUCATION LAW. 4. MINIMUM LEACHING SYSTEM FOR A 5 TO 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. 1 POOL; 8' DIA., 16' DEEP COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR 0 PROPOSED 50 X FUTURE EXPANSION POOL EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. Q PROPOSED 8' DIA. X 16' DEEP LEACHING POOL CERTIFICATIONS INDICATED HEREON SHALL RUN o o PROPOSED 1,500 GALLON SEPTIC TANK ONLY TO THE PERSON FOR WHOM THE SURVEY 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD IS PREPARED, AND ON HIS BEHALF TO THE OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. Title Surveys — Subdivisions — Site Plans — Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND DRAINACE SYSTEM CALCULATIONS: TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fox (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. ROOF AREA: 4,600 sq. ft. 4,600 sq. ft. X 0.17 = 782 cu. ft. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 782 cu. ft. / 42.2 = 19 vertical ft. of 8' dia. leaching pool required 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF PROVIDE (4) 8' dia. X 5' high STORM DRAIN POOLS Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS: SURVEY OF "y Cy- o == Cl) L OT 3 1L j f MINOR SUBDIVISION FOR X_ I �J"Z5 4. .",- - 00 RALPH & PATRICIA PUGLIESE 0 r-) I FILE No. 11086 FILED APRIL 14, 2004 SITUATE CUTCHOGUE IUrj TOWN OF SOUTHOLD Co j SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-97-01 — 12. 12 SCALE 1 =40' DECEMBER 30, 2009 MARCH 25, 2010 ADDED PROPOSED HOUSE JULY 14, 2010 FOUNDATION LOCATION MAY 14, 2018 FINAL SURVEY NOVEMBER 16, 2018 CORRECT SEPTIC SYSTEM MEASUREMENTS X AREA = 124,557 sq. ft. 2.859 ac. DD I srQOQ 1�01 JAN 1 0 '"19 CER TIFIED TO: PETER PUGLIESE TOWN OF SOUTt D 0 .e� D1 CD AlOP (V r 4. A 4 A. 4 Ce A"' 4 A. 4' -Q"rb �2 0: 'S'.00, 4 4A. 4' 'd A 4.74 A d' A -4 -A --A . 4: A' A'- - . . 4 4A. 4 4 A'. '. A A_4 A 4 4 4 A A 4 A 4:A 4 '4 A jj 4. A 00, A 4' A <0 .4 A d EVERGREENS 4 AESSPppV \23, 0 .4' P0, CO)'0 C) 40A ROOF-0Y 0 • W00rD1EVA7rD4. *000 Itc, 36.2' B 9D 3g 5 A No 2 pop DEGK Wt RAIN 6.2. 19.0' GN l.d 411111rov% GRATE A A .. . % - I . . 4.. - _9r-. lid 'oof'lc'\� 4 'G'14 d 00 20.8, %A 41 15 16j, DRAIN CONC t APO ONC. 12• A WALL D SEPTIC SYSTEM TIE DISTANCES WELL COVER HOUSE CORNER"A" HOUSE CORNER"B" SEPTIC TANK 13' 34' INLET COVER SEPTIC TANK 17' 35' OUTLET COVER CESSPOOL 31' 51' CESSPOOL WELL TIE DISTANCES 60 COVER HOUSE CORNER"D" HOUSE CORNER"C" WELL 71.5' 51' C:) PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE.,SURVEYS AS ESTABLISHED BY THE L.I.A.L.S-.AND APPROVED,AND ADOPTED FOR SUCH USE.j3Y,-TR NEW',YORR-,STATE LAND TITLE ASS9CIATI9N�--,,'- N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin Ill SECTION 7209 OF THE NEW YORK STATE I t EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 2 9-311 C t12 CZ GENERAL NOTES: 96ai • The Information on this set of construction documents Is to relate basic design ELECTRICAL NOTES: ! / G Intent and framing details. They are Intended as a construction aid, not as a / • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to Include Z substitute for generally accepted good budding practice and are in compliance with pp � Z current New York State building codes. The general contractor Is responsible for Installation of fixtures�specifications as Indicated on plans. Light fixtures to be supplied by providing standard construction details and procedures to ensure a professionally owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install ` finished, structurally sound and weatherproof completed product. all outlets as per code. All work Is to be done In strict accordance with the New York 5tate Code m by a licensed electrician. All new switches� outlets to be Levition, standard, supplied*Installed 73'-4 1/2" • General contractor to coordinate all subcontractors, scheduling of work and by contractor. Contractor to do all hook-ups as required for bathrooms. Interaction between trades. • The contractor Is responsible for ensuring that all work and construction meets FRAMING NOTES: LU N or exceeds current federal, state and local codes, ordinances and regulations, etc. 1 W These codes are to be considered as part of the specifications for this building plan. • All lumber is to be Douglas Fir#2 or better at I G"on center O O 00 • If In the course of construction, a condition exists which disagrees with that as • All wood framing In contact with concrete or masonry is to be pressure treated. 'ACQ'designation \ - E O Indicated on these drawings, the contractor shall stop work and notify the designer refers to current arsenic-free treated wood standards and shall take the place of'CCA' TUNE OF DECK ABOVE; \ � O z ROVIDE I"X 10"RIM BOARD ° U _ the engineer immediately. Should he fall to follow this procedure and continue work, \ CONTINUOUSLY AROUND 56'-4 1/2" \ \ Lu he shall assume all responsibility and liability arising therefrom. • All TJI's are to be Installed in accordance with the manufacturer's specifications and shall include / W e \'60 C -� squash blocking web stiffeners at bearing points on girders and other load bearing areas r- e'-i0 u2" a'-10 u2" 8'-10 u 1/2' 8' 2" 8'-10 -10 L/2' 8'-10 lar D O \ Z • Dimensions take precedent over scale- DO NOT SCALE DRAWINGS. 12"ilia. HB4G PERMAGAST / \ \ LU � z COLUMN w/ 12"SONOTUBE °• Q Q • Structural Steel ASTM A3G- FY= 3G KSI EDGE OF DECK ABOVE M O p • The designer has not been engaged for construction supervision and assumes no N 2'-O"X 2'-O"X I'-0"P.CONC ° / \� \ � responsibility for construction coordinating with these plans, nor responsibility for DOTING(TYPICAL ALL) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 13- construction means, methods,techniques, sequerI or proceedures or for saftey • All straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors, straps, \• ° p` L precautions and programs in connection with the work indicated. There are no ��4)� 2"X I O"ACQ DROPPED E � \ p p g etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc. are to be WRAPPED IN I X"AZEK" / � � � warranties for a specific use expressed or Implied In the use of these plans. nalled/bolted in accordance with the manufacturer's specifications. a a o O a ti� / / iy I C) • Contractor to provide hardwired smoke detectors, with battery back up, and with X / '00F G no Intervening switches, on all floors and In each bedroom. Verify with local code • All floor sheathing is to be 4"AC type plywood, tongue 4 groove and shall be glued and screwed to o CENTER BEADED VINYL — — — — — a — — — — — — — h ✓@ — the floor oist5(G"o.c. edges* 1 2"o.c. field) SOFFIT MATERIAL ON UNDER 11 �6+ W O requirements as per Section R3 17 New York State Residential Construciton Code. J 9 O ° O / 0 u SIDE OF ALL DECK JOISTS C N Install carbon monoxide detectors as per code. F a i e — — ° u • Solid blocking Is to be Installed every 8'-0" max, or mid span of all floor Joists with spans exceeding = p O I W 3- 14"X I I zg"LVL HEADER D5 I o o LLJ FOUNDATION NOTES: 8'-0". Blockin Is to be Installed at all point load bearing points. 2"X O ACq LEDGER BOLTED 9 P 9 p Ir- X X- TO H USE FRAME WITH 5" Cv J I I t5 C\JdU "LEDG RLOK"SCREWS @ I G"O.C.; h / / Z • Install double olst5 under all partitions running parallel 2"X 10"ACQ LEDGER BOLTED ° / HANG .J.FROM LEDGER WITH s i • General contractor to review plans, elevations and details to determine J p g p TO HOUSE FRAME WITH 5" ° \ 51MP ON LU28 CONNECTOR /• / d < Intended heights of finished floor above typical grade. "LEDGERLOW 5CREW5 @ I G"O.C.• I D6 PROVIDE VENT FLUE FOR Q • All exterior wall headers to be 2-LVL'5 as Indicated on floor plans sections and all Interior HANG F.J. FROM LLDGER WITH BOTH STOVE FIREPLACE • Existing foundation to be pinned and solid concrete filled with fasteners as shown headers are to be 2- 2"x 8"unless otherwise noted. All headers exceedin 5'-0"shall have a double SIMPSON LU28 CONNECTOR — _ — — o ABOVE za 6" CLEAN-OUT ° — 22 L� �J / �F / o / J jack stud with a single kin stud *on exterior walls provide double sill late(typical). ° — — — — — — — — (U�` Q n budding sections. J9 P P YP ) ° PELLET STOVE;DIMENSIONS 4 - - hGH\ Q) " W W INSTALL AS PER n W �R Q (n • Footings shall bear on undisturbed soil withnn bearing capacity of 1.5 ton5/561.ft. • Provide Insulation baffles at cave vents between rafters and soffit vents as indicated MANUFACTURER SPECIFIC A N5; a \ on laps PROVIDE SIMP50 PHDS � PROVIDE HEARTH \ /• / P HOLDDOWN CFYP. zo-1a' • 150^ • Concrete shall be FC = 3,500 P51 @ 28(days ANCHORS AT ALL CO ER5 I ° PRO DE BEAM POCKET IN • Exterior flashing Is to be adequately Installed at all connections between roofs, walls, THROUGHOUT JFLAT WUNDATION WALL;51ZE • Concrete on 4"sand or ravel fill minimum, with GxG - IO/I0 welded wire mesh g q Y 14"WIBo FJ @ 16"O.C.g chimneys, projections and penetrations as required by approved con5trction practices. e"DIAMETER ANCHOR BOL N AS REQUIRED 6 TAR ALLR-19 INSULATIONreinforcement. Interior slabs to be placed on G mi 1. stabilized polyethylene vapor SIDESW/7"MIN. DEPTH @ 48"O.0U Wbarrier. Welded wire mesh is to be placed In the ttop third of the slab and is to beW/MIN. 3"X3" "WASHER(� I 1..adequately supported by precast concrete bar 5ulpport5 to assure that the reinforcement FLOOR PLAN NOTES: - / _ _ I _ _ -� 5"X 5"X J- STEEL TUBE COLUMN I O"POURED CONCRETE W Z � w/5'-6"X 5'-6"X I'-O"POURED FOUNDATION WALL W/ J s held In position during concrete placement and ffinishin I — I CONCRETE FOOTING w/(1 O)#4 v[ 4"LALLY COLUMN BURIED IN 0 O O O p 9 P g "' 2'-0"X 2'-O"X 1'-0"POURED ; I I'-8"X 10"d. FTG.;PROV. � (S) >- L 1 • Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS REBAR @ 6"O.C.,BOTH VERTICAL 2-#4 REBAR IN FOOTING 4"P. CONC.SLAB ON &HORIZONTAL °� III CONCRETE FOOTING OYP.BOTH) • Isolation joints are to be Installed between the slab and the walls. Use preformed ° I COMPACTED FILL I S/ J .° (TYPICAL ALL AREAS) W W 0 joint filler that is to be cut 1/2"below the slab surface and the resulting joint Is to be filled • All Interior walls to be covered with z"gyspusm board with metal corner reinforcing. All I � III J ED Z O DAMP PROOF PERIMETER W with an ela5tomeric joint sealant. drywall products, including gypsum board, screw,joint compound, tapes#trim shall be U.S. I I o I o I O U-j O J w. 14"WI80 FJ @ 16"O.C. OF FOUNDATION WALL Gypsum Co. or approved equal. All joints shall recieve 3 coats of joint treatment. Sand final FULL BASEMENT W. O W D O IL. (TYPICAL ALL AREAS) _ • General contractor to install cop-r-tex(or copper) sheet metal termite 5hedds coat to a uniform smooth surface. All walls, ceding and interior of closets to be taped and I o I I— 4"P. CONC.SLAB ON �" I N O between all wood surfaces that are exposed to concrete or masonry surfaces. spackled, 3 coats, ready for paint. I O"POURED CONCRETE COMPACTED FILL o W = FOUNDATION WALL W/ ° I w l N I W J () 1'-8"X 10"d. FTG.;PROV. . , x I o I l..-_ (7 F I— • Dampproof exterior of foundation wall with a bituminous coating; Foundation • Interior paint to be Benjamin Moore, walls"antique white"and ceilings white, unless b 2-#4 REBAR IN FOOTING 14"WI80 FJ @ 16"O.C. w I N � U (U excavation is not to be backfilled prior to the installation of the floor framing. otherwise decided by homeowner. All Interior trim t mouldings to be high gloss white. o (TYPICAL ALL AREAS) � W. . • Insulation ratings and installation locations as Indicated on floor plans�sections DAMP PROOF PERIMETER m z66a PLUMBING * HVAC NOTES: g p OF FOUNDA N WALL I °o �n I I PROVIDE 2"X 4"STUD FRAME I °• ( 0 (TYP ALL ARE DOUBLE JOISTS UNDER iso, ALL PARTITIONS RUNNING I CL05ET- WALL; USE ACQ STUDS ON ALL • Interior doors to be solid core wood; style to be determined. 3. 12'-0' under stairs AREAS IN CONTACT OF CONCRETE; ° • All plumbing work shall be done by a duly licensed plumber and must conform and adhere � PARALLEL(TYP.ALL AREAS) J,-?iR' PROVIDE R-I I INSULATION WITHIN to all New York State building codes�saftey requirements. • All bath � kitchen area walls and ceilings adjacent to wet areas to have water resistant ( ° I I LANDING WALL 4 "DRYWALL ON EACH 51DE d wall, and provide wonderboard for all areas set to recieve tile. • if wall plates or joists are cut during the mstaNation of plumbing fixtures or equipment ''>' p ° contractor must provide appropriate bracing to tie framing back together. UP / • Kitchen to have granite countertops with ceramic the backsplash; all baths to have � _ _ _ • � \ •;� NOTE: • Baseboard heating is to be hot water and;zoned. Plumbing contractor is to white ceramic the as selected by homeowner. I ° S/ I �' \ 3- 1I41 'X 118"LVL HEADER5 R-19 INSULATION ,\ ABOVE ALL WINDOWS*DOORS adequately size the system and place the baseboards m an unobstructive location in each room 7'- I I 5"X 5"X 4"STEEL TUBE C UMN UNLESS OTHERWISE NOTED 1'-6^ 12"X 12"POURED 3068-SOLID CORE DOOR w/ w I / w/5'_G,X 5'-G"X 1'-0"POU D \ •°.\ required to recieve heat. Minimum of one thermostat for each zone will be required. ti UTILITIE CONCRETE PEIR w/ I SELF CL051NG HINGE5, o. . CONCRETE FOOTING w/(I 0) PROVIDE WINDOW b ° PROV. 2-LAYS �"FIRE 1'-8"X 8"FOOTING uooR swEFF s STEEL JAMB w ./ • Plumbing fixtures to be Kohler brand or approved equal; color to be white, styles as RATED DRYWALL N CLG. (fYP.ALL END BEARIN Q I O G�4 j / l REBAR @ 6"O.C.,BOTH VERT AL \ • \ WELL SYSTEMS BY BILCO, selected by homeowner. OVER UTILITY ARA STEEL LOCATIONS) �OeQG� \\ °FHORIZONTAL ° \ AS REQUIRED BY GRADE G. 2"X 8"ACQ DJ 40-2" A5 \° @ 12' 1 IL O.C. ACCESS INTO CRAWL SPACE o LOCATION OF P05T W • Mechanical subcontractor Is responsible for adhering to all applicable codes and II. / n +° _ ABOVE FROM RIDGE \ \ r saftely requirements. p / m . ° o ° .o ° a o a o n o ° ° o °o % \• o U � —° — � 0 4"P.GONG SLAB ON �„� • HVAC subcontractor to fully coordinate system data requirements with the - I ° PROVIDE PRESSURE TREATED 20. 2 21'r ;° > COMPACTED FILL 4"LALLY COLUMN BURIED IN s \ \ equipment supplier and to provide final system layout drawing and submit It to general contractor, I / `\ _ OF WALLS AT PATIO LOCATIONS \ \ 2'-O"X 2'-O"X I'-0"POURED � o'. 2"X8" QDJ rn owner and equipment supplier for final review 4 aplproval. c i @ 12"O.C. I / (MINIMUM OF 2'-O"ABOVE PATIO) \ \\ CONCRETE FOOTING(TYP.BOTH) \ e"DIAMETER ANCHOR BOLT5 V 1 I,. 0 4"WI80 FJ @ 16"O.C. / \' W/7"MIN. DEPTH @ 48"O.C. L,.L,/J W ° W/MIN. 3"X3"x8"WASHER @ PLATE LIL e�I / /,•/ UNEXCAVATED PATIO ABOVE �• .\ \60� \\\ N \ W O ° PROVIDE ° °° / / N \ •°\ \� .O HOLD OWNMP�SP02)PHD5 W W UNEXCAVA EDI 0 0 G \ " ` / 4"P.CONC.SLAB ON o CRAWL SPACE / \ \ �� !G �6 \ ANCHORS AT ALL CORNERS Z COMPACTED FILL Ste\\\ @ \ J \ <° 4"P.(GONG.SLAB ON /.°/ THROUGHOUT r n /° \ °,° I'd I COMPACTED FILL �� ° \a°• \ bN ���\\\ \� O \ V / °` / '2 USE SIMPSON HU SERIES \ ° CONNECTOR TO FLOOR JOISTS @ FLUSH GIRDER ° /o. \ \ \ / / •/ •...� 6 Lo o o / ° / \ \ V ,° / / ti q / / ° ,2 °o �o o / ii2. 1•A o FOUNDATION PLAN / UNEXCAVATED HOLD ON N AN METAL / n 56 / a HOLD DOWN ANCHORS / / AT GARAGE DOOR OPENIN\IG / SCALE: / °`/ SLAB ON GRADE 4"POURED CONCRETE SLAB / ON COMPACTED FILL WITH / W.W.M. GX6/ IOX10 / LU GAUGE WIRE CfYP.ALL AREAS / z / WITHIN GARAGE) LLJ o 0Z \ •. \ / LU m \ °°/ ) L \ °• \ / 3 \ \ / z ° / Z APR P UPE@ GDCONC�RETEARAGE 130085 C �� � n Z _p A y IT \ T '3740 O FOF PAGE: 04'-0 112" �q5 JUL 1 9 2019 0 U z Q z m 50-4 112" W I s o WI O SECTION O`er / '\ — 4"X 4"POSTS, 2"X 2" C CEO \ 0 BALUSTERS w/TOP E BOTTOM PAILS Li if CONTINUOUSLY AROUN SECTION \ { cf DECK AREAA / 22'_2 \ W I E I OPEN DECK 4"x 6"DECK BOARDS \ / 0jo z Q 10,_2. -4'' 0 (2) 14"LVL FLU5H /�HEADER r W I Q -i- O WRAPPED IN IX"AZEK"B / OARD / M TER BEDROOM � t� — 12'-0"C.H. 27o50S/ L ._._._. —.—. _. -- ------- —"--- 21.4%LIGHT N O U (2) 14"LVL FLUSH HEADER z l'z W W I 4"X G"DECK BOARDS / s z%vEN y Q O WRAPPED IN IX"AZEK'BOARD 2„ oD/ �� z L ZD aU 4"X G"DECK BOARDS secnoN secrloN 4 C✓ r�t C a v E D3 to o x LL— C p x n --81-111— N LL— LIU 14 (3) 1 4"X 14"LVL HEADER ABO If 4" VL FLUSH HE �N,wig 6 O F' 20 U ALL ABO . FF(� ST O O , butt r D2 D I PRO ..8"DIAMETER H15*G :h'/y�FP( / W I N cab net PER fACAST COLUMN WITH CAP BASE SITTING ON zo'-z" KNE WALL ° � •' I \ 0 3=/ . 50° / I J , I GREAT ROOM —\� $ Q u O 9'-0"CLG. HT. U OPEN TO ABOVE TILED TUB ww I 4? DECK 4 SURROUND; �Q a CARRY INTO SHOWER N tf)w o AREA FOR BENCH SEAT s• PROV.FPAMELE55 GLA55 DINING ROOM �o 2070 bent seat w/lift ry w 5HOWER ENCLOSURE up to for storage T 9'-0"C.H. a� WOODBUP.NING FIREPLACE; MASTER BATHROOM 4 ra,5 d panel front 3p PROVIDE RAISED HEARTH,GLASS 2470 O Jo DOOR ENCLOSURE d STONE 9'-O"C.H. M Lf! w1 NSURROUND TO BE DETERMINED W I 14"W180 FJ @ I G"O.C. 410 U-1 I LINEN O O A EF W z N x� POST ABOV TowER N ,f,I: TO RIDGE 2470 W I O O O } buts m� 3 Z" POST TO RIDGE r D- (3) 14"X I s LVL w/ cab net - (2)e"STEEL FLITCH PLATES 14"W180 FJ I = J O z O u? DROPPED HEADER 4-2"X 4" m @ - JCD " c i P05T ` O Op � WI � � W O �- 3� J W (2) 1 4'X 14"LVL FLUSH _ _6" WALK-IN CL05ET O W O — ° I HALLWAY ABOVE w s-r } (n --7 O sE TION / W = � — WET BAR = / J �� KITC EN I I Do / 4-2"x 6"POST so u I U 9'-O"C.H. I I P-U � TYP.BOTH ENDS O ~ ~ D. 5,- O p j 3- 14"LVL FLUSH AbER a� U (nil f UNDER WALL ABOVE A'N 2G70 I I I BAT - LANDING �.—.'�G /s o I I 2070 n E HAU5T VENT ALL UP 2670 INFERIOR BATHROOMS 9'-0"CLG. HT. 2070 o _ PROV. 2- 2"X G' z,70 Z„ TU.N- UT IRS CLOSET T 4" W3 SUPP RT MULLION ( d'X I e LVL w/ STP 4 HA D IL BETWE N WINDOWS SA DLE (2)e"STEEL FLITCH PLATES N L05ET DROPPED HEADER USE 51MP50N HU SERIES � v�� a �,.a 4-2"X 4" 4-2"X 4" 9'C CONNECTOR TO FLOOR �A ?� 2070 POST C.H. JI FOYER POST C.H. b JOISTS @ FLUSH HEADER l �qC' 2070 WI OPEN TO ABOVE (\ 13'-7 112" �'. t \ [/_(_L.�\\\ p 4" 4"POSTS, 2"X 2" R FW I I J ALU5TER5 w/TOP LINE OF UPPER 0 0 BOTTOM RAILS CABwF 5 O O N o W4 D 1 W4 0 2070 .2a / \ 2670 CONTINUOUSLY AROUND _ DECK AREA m —2'-G" ' c o OPEN DECK CLOSET — — o — � / l0'-7" 10'-7" � CLO,Sft2s7o/ POST TO N N � N I G8 5Q rr esarr 2070 21'z^ RIDGE 1.5%LIGHT X G"DECK BO RDS VEM4LER q PPT 5/ CEILIN BFADBOAL � NEW BEDROOM 14' WI80 CJ @ I G"O.C. CEILING MATERIAL 6 � 2070 G W c�o CL T 9'-0"C.H. O. z / STONE FLOOP,5URZF E ENTRY STOOP 2070 oC�G W I LU TO BE DETERMINFDd COVERED x fr NO G 4 k��� BATHROOM NOTES: 3,6 MUDROOM @�6 TYPICAL FOR BOTH (� C.H. -6' 8._,. 7,_6„ --9 1/ '. F� >• 2` 3��0 MARBL LINEN PROVIDE KICKHEATER IN BASE fW N O6 2070 2870-PROVIDE 45 MINUTE W (2) la"X 9"LVL DROPPED � \2.d SA TOWER OF VANITY +-� 0 D4 FIRE RATED DOOR WITH HEADER;WRAP IN"AZEK' N NEW BEDROOM POST T 470 O 2070 SELF CLOSING HINGES, —. _._._.—. —.—.—.—. —. 9'-O"C H RID VINYL SHOWER PAN.ALL WALL W = DOOR SWEEP 4 STEEL JAMB SURFACES E FLOOR TO RECEIVE TILE; V J C SET ti N PROVIDE FRAMELESS GLA55 bench seat w lift iGa so HT. LLJ up top for orage 23 1%LIGHT Sro O 3G"KNEE WALL SHOWER ENCLOSURE II DOOR LU z WI #ralsedpl fro �\ �, N 12.9%VEN J ti r � Ills 12"dia. HB*G PERMACA5T MARBL W- V O d SECTION COLUMN W/CAP�BASE A (TYPICAL ALL) wl d 47 e•c; ° (L 1 Z• LINE W I Wg a:I y.6 s�OF N W V\C 4.9 M ry� FI RST FLOOR PLAN 3� N Ma / 5CALE: 16" = P-0" y 6 / iy wi / 6 WALL LEGEND: BOC✓@ W / NEW CONSTRUCTION d O .0 2"X G"FRAME R-19 INSLUATION W/ I LAYER 4"PLYWOOD SHEATHING 4 I LAYER"GYPSUM BOARD ON INTERIOR GARAGE 2"X 4"STUD FRAME WITH I LAYER"GYPSUM W I BOARD ON EACH SIDE;USE MOISTURE RESISTANT BOARD IN ALL K(TCHEN,BATH�MUDROOM AREAS / *USE WONDERBOARD ON ALL APEAS TO RECIEVE TILE 8'-0"X 8'-0"GARAGE DOORS; PROVIDE 3- 1 4"X I 1 75"LVL / ao' PROVIDE 3- 14"X 9 2'LVL HEADERS HEADER ABOVE,TYPICAL ALL m �w°�� ABOVE ALL WINDOWS*DOORS W UNLESS OTHERWISE NOTED;HEADER Z HEIGHTS AS SHOWN ON SECTIONS c WI r^ p� Qj LU r N — o `� 6 ^/ U o � / C� C) o z U z to wl X374015 p� p,c N E� PAGE: • 6 cz 2- 14"X 18" LVL RIDGE W/ 51MP50N C520 CONNECTOR (TYF. ALL RAFTERS) C) U GAF TIMBERLINE 30 YR. Q ARCHITECTURAL ASHPALT z ROOF SHINGLE WITH 15# FELT 2- 1 4"X 118" LVL RIDGE; OVER 4" CDX PLYWOOD WITH Ln SIMPSON C520 ICE 4. WEATHER 5HEILD @ \�OG O -.Qs*. CONNECTOR(TYP. ALL) PERIMETERS VALLEYS � O N 12 2" X 12" RIDGE 2"X 1 2" RIDGE 12 U , 10[— 2"X 8' R.R. @ I G" O.C. 10� R-30 INSULATION VENTED 1 OF ��2 p O ARCHITECTURAL ASPHALT 2"X 8" C.T. @ I G" O.C. I BAFFLES BETWEEN RAFTERS 2 p O c\I R-19 INSULATION cfl O ROOFING WITH 15# FELT _ — W K p� OVER 2" CDX PLYWOOD 2"X 8" C.T. I G" O.C. _ 2"X 10" C.J./C.T. @ I G" O.C. p - 4 — z L WITH ICE * WEATHER 5HEILD @ PERIMETERS t- VALLEYS G. 2"X 6"STUD WALL @ 2"X 4" INTERIOR CL s \ " STUD PARTITION u o O• W \� 6„ o 16" O.C. W/ R-19 INSULATION @ 2"X G" STUD FRAME \ 2"X G" STUD WALL @ G" KNEE WALL ;; I G" O.C. W/ R-1 9 INSULATION �_ CLOSET "NOTE: PLATE HEIGHT TO ALIGN �`Z \ ;; 4" CDX PLYWD. SHEATHING w "NOTE: PLATE HEIGHT TO ALIGN HALL BATH z AROUND ENTIRE HOUSE; ALL ,L� '� ATTIC " 19 - AROUND ENTIRE HOUSE; ALL N ° Z" GYPSUM BOARD N O o W/ TYVEK HOUSE WRAP; o USE 51MP50N IUT SERIES FASCIAS, SOFFITS * OVERHANGS UNHEATED, UNFINISHED - FASCIAS, SOFFITS * OVERHANGS u TYPICAL ALL AREAS TO MATCH CONTINUOUSLY AROUND SIDING A5 PER OWNER � C CEILING' TO MATCH CONTINUOUSLY AROUND OI5T5 @ FLUSH I R „ C� Lu 3 TOP OF PLATE 4 PLYWOOD 5UBFLOOR; o TOP of PLATE, .• ,, 4" PLYWOOD 5UBFLOOK 4' PLYWOOD SUBFLOOR —" "— GLUED � SCREWED � 14" W180 FJ @ 12" O.C. 14" W180 FJ @ 12" O.C. 14"WI80 FJ @ 16" O.C. GARAGE CEILING HEIGHT '-T FIRST FLOOR CEILING HEIGHT .— 2"X G" C.J. I G" 0. TRANSOM HEADER HEIGHT PROVIDE 2 LAYERS —.. .. .. 8 DOUBLE JOISTS UNDER TRANSOM HEADER HEIGHT _ . DRYWALL ON CEILING 3- I 9'" LVL HEADER ABOVE „ PARTITIONS RUNNING 4 z DOUBLE JOISTS UNDER WINDOW HEIGHT .. .• •.— 2- 14" LVL FLUSH " TRANS M UNLESS OTHERWISE LAYER 8 DRYWALL ON II PARRALLEL WINDOW HEIGHT .• � " WALLS OF GARAGE 8'-0" X 8'-0" DOOR W/TRANSOM HEADER NOTE 51MP5ON C520 STRAPPING ALL PAKITIONS RUNNING Q 3- 14"X 9 Z" LVL HEADER ABOVE Z PARRALLEL (TYPICAL) u TRANSOM UNLESS OTHERWISE 3- 14 X I I g LVL HEADER 10 BEADBOARD CEILING .i ISTURE RESISTANT NOTED; SIMPSON C520 STRAPPING ii ABOVE C520 STRAPPING ° a ON PORCH / N GYP M BOARD IN ALL WINDOW HEIGHTS IN GARAGE TO �i h q ;; BATH OM AREAS N m N ALIGN WITH WINDOWS IN HOUSE a ii ,UIiIi � T , \ MA5TER CLOSET m UNHEATED, UNFINISHED BAU5TE w/ MASTER BAH o BOTTOM ILS Lu � z � N II " PLYWOOD 5UBFLOOR; c� O OO O 2"X G" ACQ SILL PLATE 4 (n FLOOR 4" P.CONC. SLAB ON I FLOOR HEIGHT GLUED SCREWED COMPACTED FILL WITH i� OVER TERIMITE SHEILD ••— �"X G" DECK BOARDS w > w p W.W.M. 6 X 6/ lox 10 PITCH SLAB TOWARDS / �' 2 X 10 ACQ D.J. 1 2 D.C.. GAUGE WIRE DOOR @ 8"/ FT. PROVIDE 51MP50N C520 —•• •• •, ••— w z GARAGE 5LAB W/ LPT4 CONNECTORS BASEMENT CEILING BEADBOARD CEILING O N D C) — .. .. .. H4 CONNECTOR I W18 F @ 16 G. � w U — 8" DIAMETER ANCHOR BOLTS WINDOW HEIGHT ,• .• .— 2"X 10" ACQ L GER BOLTED R-19 INSULATION -"3- w 0 W/ 7" MIN. DEPTH @ 48" O.C. 4- 2"X 10" ACQ DROPPED „ TO HOUSE FRA E WITH 5" Lu MIN. 3"X3"x4" WASHER @ PLATE GIRDER; WRAP IN I x AZEK II LEDGERLOK SCR W5 @ 16 D.C.; 1-- W/ U HANG D.J. FROM L GER WITH � IL U N POURED CONCRETE 9 SIMPSON LU28 CO ECTOR 8 FOUNDATION WALL W/ °' 10" POURED CONCRETE II 3- 14" X I IZ" LVL HE DER UNHEATED, UNFINISHED NISHED I -4 X 8 d. FTG.; PROV. FOUNDATION WALL W/ „ 8 2- #4 REBAR IN FOOTING I'-8"X 10" d. FTG.; PROV. ;; ABOVE BASEMENT WI DOW5 IIQII (TYPICAL ALL NEW AREAS) 3- #4 REBAR IN FOOTING UNLESS OTHERWISE N TED D U I LD I N G 5 ECT I O N LJ (TYPICAL ALL AREAS) SCALE: 4" = I '-0" sLAB 4" POURED CONCRETE 12" dia. HBG PERMACAST o o SLAB ON COMPACTED FILL COLUMN w/ 12" SONOTUBE m m ON 2'-0"X 2'-0"X I'-O" P. CONC 37 FOOTING (TYPICAL ALL) W 60�' BU I LDI N SECTION "C" w 12 �. 5CA = P-0" p ID 2� 2--L" C.B. THRU R-30 INSULATION VENTED R-19 INSULATION C.T. �- R.R. (TYPICAL W w BAFFLES BETWEEN RAFTERS _2 — BOTH ENDS) Q� CEILING HEIGHT2"X 10" C.J./C.T. @ I G" O.C. W0 —. L ! 4"XII g" LVL RIDGE; SIMPSON H7 51MP50N C520 CONNECTOR W_ w CONNECTOR(TYP. ALL) _J z FASCIA WIENTED OG PLATE HEIGHT SOFFIT; I"X FREIZE BOARD @� 12 10 2- 2 C.B. THRU "NOTE: PLATE HEIGHT TO ALIGN \2� C.T. it R.R. (TYPICAL Z' GYPSUM BOARD AROUND ENTIRE HOU5E; ALL BOTH ENDS) TYPICAL ALL AREAS FASCIAS, SOFFITS �OVERHANGS __2 R-30 INSULATION *VENTED �� �� � TO MATCH CONTINUOUSLY AROUND - • • • • • -2" X 10" C.J./C.T. @ I G" O.C. ---�? BAFFLES BETWEEN RAFTERS 2"X G" STUD WALL @ O . 2X4 ' I G" O.C. W/ R-1 9 INSULATION TOP OF PLATE ----- a" CDX PLYWD. SHEATHING4 ¢ Rr✓ O FIRST FLOOR CEILING HEIGHT 19 /2" ° 51DING A HOUSE WRAP; I _ CEI ING LINE BEYO D i,_3, N I' SIDING AS PER OWNER FIREPLACE PELLET 4� -`� ac' • 3- 1 4"X 9 2' LVL HEADER ABOVE - STOVE CHIMNEY 037405 TRAN50M HEADER HEIGHT �? —•• •• •• •• •• SIMPSON C520 STRAPPING � WINDOW HEIGHT TRANSOM " GREAT ROOM „ , SOF N�� —,, ,, ,, ,, 3- 14 2 X 9 z LVL HEADER ABOVE TRANSOM UNLESS OTHERWISE N " NOTED; 51MP50N C520 STRAPPING o MASTER BEDROOM o Q� O ii a ili DESIGN LOAD CALCULATIONS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA u l WINDOW WEATHERING 5EVEKE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (lb5f) FROST LINE DEPTH 3'-0" EXTERIOR BALCONIES GO TERMITE MODERATE TO HEAVY R-19 INSULATION 4" PLYWOO SUBFLOOR R-1 9 INSULATION 4" PLYWOOD 5UBFLOOR; FLOOR HEIGHT. .. •• GLUED � S REWED FLOOR HEIGHT .• GLUED SCREWED DECKS 40 DECAY SLIGHT TO MODERATE , ll 1 r 14"WI80 FJ @ 16" O.C. 14" WI80 FJ @ 16" O.C. ATTICS WITHOUT STORAGE 30 WINTER DE51GN TEMP. 1 1 ATTICS WITH STORAGE 40 ICE SHIELD UNDER- A5 PER MANUFACTURER'S m ROOMS(OTHER THAN SLEEPING ROOMS) 40 LAYMENT REQUIRED 5PECIIFICATION5/STATE CODE SLEEPING ROOMS 30 FLOOD HAZARDS v BA5EMENT BASEMENT CRITERIA FOR CALCULATION OF DEAD LOAD W Y ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. TABLE R30 I .G o } _.,�__----------------------------...---_....,...____._ ____. _ _.___--...._.. ARCHITECTURAL GRAPHIC STANDARDS " 3 ALLOWABLE DEFLECTION OF 5TRUCTU RAL MEMEBER5 o SNOW STRUCTURAL MEMBER ALLOWABLE DEFLECTION U GROUND SNOW LOAD45 Ib5. Rafters haven 510 es reater L/180 Q z �n than 3/12 with no finished ceilin z SEISMIC attached to rafters DESIGN CATEGORY B Interior wa115 artition5 H/180 BUILDING SECTION I'D" - PARTIAL SECTION Floors la5tered ceilin 5 L/3GO WIND All other structural memeber5 L/240 SCALE: 4" = I '-0" WIND SPEED 11 20 mph Exterior wal15 with plaster or H/3GO EXPOSURE CATEGORY 113 stucco finish BUILDING 5 ECT I O N Tl' - PARTIAL SECTION Exterior walls - wind loads with L/240 SCALE: 4" = I'-0" brittle finishes PAGE: Exterior walls - wind loads with L/120 flexible fini5he5 10 Lu RE51DENCEFUGLIE5D U z • ' Q z C >1O z0 ON Qw a LLJ I) I W - Z O rV LL_ � 1L4 O Z Q �J 1i1 \\ U-i N J Z — j L > L m E w (D w O h _ � J / ® pUSTOM ARChTOP --_ I TW2036 — /f i T 3 1 10 oe I T 3 1 10 � 2 1 TW 281 7 81 v''11 C l°Y_JL_f` L'"J L'JL7t'J W 2 F O 6 F F CI W O DU / V✓2C I W2031 Lj W2031 I 203 DtiP310410 "W'�E�•06i1 G"P310410 841 W2841 TW28410 TW28410 tC) • TW2941^ •� /' v / TW28410 R/^^// �64 0 LU = LU Cu � z PLUA4BER CERTIFICATION I�� " ON LEAD CONTENT BEFORE FRONT ELEVATION CERTIFICATE OF OCCUPANCY A.F `'o� Pi SCALE: 4' = I '-o" SOLDER USED IN WATER DATE- —a E3.P. �' �-� SUPPLY SYSTEM CANNOT FEC` 3 S3,9bBY.. EXCEED 2/10 OF 1% LEAD. NOTIFY BIALDING DEPARTMENT AT 765-1802 8�AM TO 4 PM FOR THE FOLLOWING INSPECTIONIS: 1. FOUNDA 1ON - T4%!O REQUIRED PLUMBING FOR POURED CONCRETE ALL PLUMBING WASTE 2. ROUGH - FRAIMING F. PLUPv!SING &WATER LINES MEED. 3. INSULATION TESTING BEFORE COVERING 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR, C.O. ALL CONSTRUCTION SHALL MEET THE RETAIN STORM WATER RUNOFF REQUIREMENTS OF THE CODES OF NEW PURSUANT TO CHAPTER 236 YORK STATE. NOT RESPONSIBLE FOR OF THE TOWN CODE. DESIGN OR CONSTRUCTION ERRORS. U _ ALL CONSTFTUCJIONI SHALL COMPLY WITH PALL CODES OF REQUIREMENTS OF THE NEW YORK STA—i E & TOWN CODES LLJ C;tjp of I,�rll,j 1'�1�,I� 'TATE- AS REQUIRED ,= S HOLD TOVIN ; U) SOUTH N PLANNING BOARDO w u CERTIFICATION OF --- SOU'I H�-�TO'a' RUSTEES U U z NAILING & CONNECTIONS ""`` N. .,;.DE' Q BUILDING DEPARTMENT CRITERIA REQUIRED. I OCCUPANCY CY CLASSIFICATION R-3 RESIDENTIAL- SECTION 3 1 0 BUILDING lLl CODE N.Y.S. O j U5E DWELLING UNIT - SECTION 3 10 - 310.2 O 2 HEIGHT TOTAL 29'-G" +/- (IRREGULAR) h FIRE AREA(sf) G85i0 5Q. FT. WITHIN PERIMETER WALL5 INCLUDES GARAGE DO NOT PROCEED 1NITH i'4`:.�`.li 3 TYPE OF CONSTRUCTIO N WOO1D FRAME CONSTRUCTION FRAMING UNTIL SURVEY :�r� 4 DESIGN CRITERIA PRESiGRIPTIVE D ESIGN - 1995 HIGH WIND EDITION WFCM OF FOUNDATION LOCATION 5 FRAM INC ELEMENTS SEE (FLOOR PLANS AND SECTIONS HAS KEEN APPROVED. G DESIGN LOAD CALCULATION5 5EE (PAGE 9 7 WINDOW AND DOOR 5CHEDU LE 5EE IPG G 8 LOAD PATH KEFEK TO BU ILDING SECTIONS \ UNOERt"JRITERS CERTIFICATE PAGE: �' ' �, I 9 NAILING CHEDULE SEE IPAGE 8 ` 10 EGKE5 SEE IDOOR*WINDOW 5CHEDULE EQUI E ®CCUPANOFA I I PLUMBING RI5EK DIAGRAM PAGE 7 FIRE SEE FLOOR PLANS AND SECTIONS ��� I� UN �Y� � UL 12 PROTECTION 1 �EITI-IOUT CERTIFICATE 13 TRUSS DESIGN DRAWINGS N/A 14 ENERGY CALCULATIONS ATTACHED OF OCCUPANC 0 U z Q z oQ oQ - oQ _ IL " - TWA 810 TWf 81 TWf 810 � Q z Q w TW2852 Lu TW2852 TW2852 W a O z i Q Q T 81 TLB I TWf 81 O TV✓� 81 TWf 81 O T 81 T 81 ®1 ®I Lu C� 0 O O O p 0 I B__ > Lu TW28410 UT-114 TW28410 TW28410 TW28410 TW28410 TW28410 841 841 W z O - O � O w C) ` LLJ It RIGHT SIDE ELEVATION TW28410 2841 SCALE: 4' w U z w wlu CLI (n LL W J z D �Q rL TWf 810 TWf 810 TWf 810 \Q TN2852 TW2852 L C _ z � T 281 ® TWf 81 TWf 810 TNT 810 T 2 O T 2 O 2 0 � � T 28 � � _ T 81 ,oQ CL/ Q6 LILU JULC Lu z / / i- 'z u �orQ D0C • TW20310 TW20310 TW20310 �-•/ - \� - >- (L6 N?131611 U.11411TW28410 TW28410 �--__/ 9611 TW2841011 W28410 2841 Y O Lu • TW28410 Lu O FT11 LEFT SIDE ELEVATION TW2B410 TN28410 - ' SCALE: i 11 - 1 ,-o,, i y. CI 4 A. PAGE: 0 U z Q z m O_ O N z - 0 w Q LLJ w LU rLLJ O Q V w U C U W N IL/ O �� o O 1 � > > o w o W z Li p � � O O O I: tit LU U 6 CUSTOM APCHTOP ' z•-��2 •-i zr irz• ® Wf 81 Wr 81 '® T 2 O i 2 0 TWf 810 TWi 810 TWf 810 T,7 gl0 TWf 810 III rMG0111 ® 2 I 2 1 IFF. I I 71 1 0 / � 0 Q) DIDELU z TW20310 TW20310 Q yy28g1p W28410 841 H2� TW28410 TW28410 TW28410 TW2B410 TW2g410 P 16 IS 60611 / P 16 13 W2841 ( ) W2g41 v nW W 11 1 O u J W LT-J,11111W284 LT-I-j- BACK TW28410 FWG8068 TW28410 TW28410 TW28410 ELEVATION SCALE: 411 = I ,-o,, U _ z � wz - � L9 (S) 0>- }." O w UUz Q -D � � z � 0 LU i- - r-) O cn PAGE: 141 7. {�y t. ��.',^✓� oL 0 U z Q z CO z LU Q ® -- u o J • TW2036 LW2036 d TW2036 tZn/ n�n 1� O ' Z T 2 10 T 2 0 T 2 O r v W TWf HIO TVJr 810 �� - PWf 16 FWf 16 fWf 16 FM FBI • FM TW20310 TW20310 TW20310 W N TW28410 TW28410 • W z 3 lu m z O O • � z w O p w 0 O LU O u GARAGE SIDE GARAGE FRONT SCALE: 41 = I '-0" SCALE: 4" = I ,-o,, W U z w I) Lu W O () W D z Ea TWf 81 TWf 81 � TWf 810 TWf 810 T 2 10 T c2 0 T 2 0 T 2 O TSN 810 TWf 810 TW20310 TW2?0310 TW20310 TW20310 z � UTI TW28410 1W28410 TW28410 m V J TW28410 TW28410 n/ I CZ }' OWE UUz BEDROOM SIDE BEDROOM FRONT Q z 5CALE: SCALE: I'-O" zW 4 � Q O N MASTER 51DE - 5CALE: 111 = tt . PAGE: GENERAL NOTES: ELECTRICAL NOTES: • The Information on this set of construction documents is to relate basic design U Intent and framing details. They are Intended as a construction aid, not as a substitute for generally accepted good building practice and are in compliance with • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to Include Installation of fixtures t specifications as indicated on plans. Light fixtures to be supplied by z current New York State building codes. The general contractor is responsible for providing standard construction details and procedures to ensure a professionally owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install finished, structurally sound and weatherproof completed product. all outlets as per code. All work is to be done In strict accordance with the New York State Code m by a licensed electrician. All new switches t outlets to be Levition, standard, supplied t mstalled 73'-4 112" • General contractor to coordinate all subcontractors, scheduling of work and by contractor. Contractor to do all hook-ups as required for bathrooms. interaction between trades. �(� • The contractor is responsible for ensuring that all work and construction meets FRAMING NOTES: L J or exceeds current federal, state and local codes, ordinances and regulations,etc. '— These codes are to be considered as part of the specifications for this building plan. • All lumber Is to be Douglas Fir#2 or better at I G'on center f O • If In the course of construction,a condition exists which disagrees with that as • All wood framing in contact with concrete or masonry Is to be pressure treated. 'ACQ'designation Indicated on these drawings,the contractor shall stop work and notify the designer refers to current arsenic-free treated wood standards and shall take the place of'CCA' t the engineer Immediately. Should he fail to follow this procedure and continue work, he shall assume all responsibility and liability arising therefrom. • All UPS are to be Installed in accordance with the manufacturer's specifications and shall includezz-r W ' • squash blocking web stiffeners at bearing points on girders and other load bearing areas za-ia 6- lir r s'o • Dimensions take precedent over scale-DO NOT SCALE DRAWINGS. W Z • The designer has not been engaged for construction supervision and assumes no • Structural Steel ASTM A3G - FY= 3G KSI PROVIDE SIMPSON PHDS responsibility for construction coordinating with these plans, nor responsibility for OUTLINE OF DECKABOVE; HOLDDOWN(TYP.2) construction means, methods,techniques, sequences or proceedure5 or for 5aftey • All straps, connectors, plate5, bolts, nails, etc. are to be galvanized. Designated connectors, straps, PROVIDE I"X 10"RIM BOARD ANCHORS AT ALL CORNERS (— precautions and programs in connection with the work indicated. There are no etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc, are to be CONTINUOUSLY AROUND THROUGHOUT °/ \ Q warranties for a specific use expressed or implied In the use of these plans. nailed/bolted In accordance with the manufacturer's specifications. (TYPICAL BOTH DECKS) PROVIDE OR BOLN GUM FOU / DIAMETER ANCHOR BOLTS CONNECTOR BOLTS TO FOUNDATION 7• r_r_ W/7"MIN.DEPTH @ 48"O.G. WITH TITEN HD e'X "BOLTS �/ / /4`k- ° Z • Contractor to provide hardwired smoke detectors, with battery back up,and with 3� 4' W!MIN.3"X3"xg'WASHER @ PLATE / e0 no intervening switches, on all floors and in each bedroom. Verify with local code • All floor sheathing is to be a AC type plywood, tongue t groove and shall be glued and screwed to — — — — — — — — — — — (2)2"X IO"ACQ DRO D GIRDER;12"dia.HB4G PERMACASTWRAPPED IN I X"AZEK" W / requirements - per Section 8317 New York State Residential Con5truciton Code. the floor joists(G'o.c. edges t 1 2'o.c. field) UULUIVINw _ — — —_—.—.—. e o = = — / oC ON 2'-0"X 2'-0"X 1'-0"P.CONC —"—'— — —' O Install carbon ,noxide detectors as per code. FOOTING(TYP) (4)2"X 10"ACQ DROPPED GIRDER ° — / o 0 • Solid blocking is to be installed every 8'-0'max. or mid span of all floor joists with spans exceeding o WRAPPED IN I x"AZEK' ( W2 3- 14"x I I �"LVL HEADER DS ° FOU NDA .ON NOTES: 8'-O'. Blocking is to be Installed at all point load bearing point . 0 2"X I O"ACQ LEDGER BOLTED "AZEK"BEADBOARD CEILING MATERIAL 'j TO HOUSE FRAME WITH 5" ?G / / Q b p "LEDGERLOK"SCREWS @ I G"O.C.; y Z • Install double ist5 under all partitions running parallel 2"X 10"ACQ LEDGER BOLTED I I ° I a / \ HANG F.J.FROM LEDGER WITH q • General contractor to review plans, elevations and details to determine 1° p g p Intended heights of finished floor above typical grade. TO HOUSE FRAME WITH 5" x- -91-AB ON GRADE I D6 PROVIDE VENT FLUE FOR I ( \ \MPSON L'U28 CONNECTOR /• 0 Q "LEDGERLOK"SCREWS @ I G"O.C.; v • All exterior wail headers to be 2-LV L's as indicated on oor plans t sections and all interior HANG F.J.FROM LEDGER WITH BOTH STOVE 4 FIREPLACE headers are to be 2-2'x 8"unless otherwise noted. All head rs exceedin 5'-0'shall have a double SIMPSON LU28 CONNECTOR ' ABOVE 2a-6 CLEAN-OUT— • Existing foundation to be pinned and solid concrete filled with fasteners as shown g in building sections. jack stud with a single king stud E on exterior walls provide do ble sill plate(typical). — — o ° ° ° I PELLET STOVE; DIMENSIONS 4 a W W INSTALL AS PER � • Footings shall bear on undisturbed soil within (bearing capacity of 1.5 tons/sq.ft. • Provide Insulation baffles at Cave vents between rafters and soffit vents as indicated I MANUFACTURER SPECIFICATIONS; 6 on plans PROVIDE HEARTH p 2a •I I • I it • Concrete shall be FC = 3,500 P51 @ 28 days I � I ( PROVIDE BEAM POCKET IN • Exterior flashing is to be adequately installed at all corrections between roofs, walls, ti"9 I I 14"WI80 FJ @ I G"O.C. I I• FOUNDATION WALL;SIZE • Concrete on 4'sand or gravel fill minimum, with GxG - 10/10 welded wire mesh �I reinforcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor chimneys, projections and penetrations as required by approv d constrctlon practices. I - AS REQUIRED 4 TAR ALL �, R-19 INSULATION barrier. Welded wire mesh 15 to be placed in the top third of the slab and 15 to be I I SIDES ro FLOOR PLAN NOTES: I I I I w N adequately supported by precast concrete bar supports to assure that the reinforcement 5"X 5"x 4'STEEL TUBE COLUMN a 10'POURED CONCRETE W z � ' w/5'-6"X 5'-6"X I'-O"POURED FOUNDATION WALL W/ —i —I I CONCRETE FOOTING w/(10)#4 4"LALLY COLUMN BURIED IN I I C9 O O O Is held in position during concrete placement and finishing. • Dimensions shall take precedent over scale drawings, O NOT SCALE DRAWINGS I w 2'-O'X 2'-d'X I'-O"POURED 1'-8"X 10"d.FTG.;PROV. } p g I REBAR @ 6"O.C.,BOTH VERTICAL 4"P.CONC.SLAB ON I ( 4 HORIZONTAL III CONCRETE FOOTING(TYP.BOTH) I 2-#4 REBAR IN FOOTING W � W • 15olation joints are to be Installed between th4e slab and the walls. Use preformed joint filler that Is to be cut 1/2'below the slab surface and the resulting joint is to be filled • All interior walls to be covered with gyspusm board with metal corner reinforcing. All I ° COMPACTED FILL I I (TYPICAL ALL AREAS) _ I W III J ozo with an elastomeric joint sealant. drywall products, Including gypsum board, screw,joint compound,tapes t trim shall be U.S. w - J �'' I DAMP PROOF PERIMETER W O Gypsum Co, or approved equal. All joints shall recieve 3 coat of joint treatment. Sand final FULL BASEMENT 14"WI80 FJ @ 16"O.C. I I OF FOUNDATION WALL O O P I (TYPICAL ALL AREAS) J W O • General contractor to Install cop-r-tex(or coipper)sheet metal termite Shellds coat to a uniform Smooth surface. All walls, ceiling and interior f closets to be taped andI — 4"P.CONC.SLAB ON o - n O between all wood Surfaces that are exposed to concrete or masonry Surfaces. spackled, 3 coats, ready for paint. I d'POURED CONCRETE �' ' COMPACTED FILL o III 1L1 L 4k FOUNDATION WALL W/ N I I W -J U I'-8"X 10"d.FTG.;PROV. ° I • Dampproof exterior of foundation wall with a biituminous coating; Foundation • Interior paint to be Benjamin Moore, walls'antique whi "and ceilings white, unless 2-#4 REBAR IN FOOTING a b 14"NN180 FJ @ 10-O.C. excavation Is not to be backfilled prior to the installation of the floor framing. otherwise decided by homeowner. All Interior trim t moulding to be high gloss white. a (TYPICAL ALL AREAS) I I - - w • Insulation ratings and Installation locations as Indicated n floor plans t sections DAMP PROOF PERIMETER N I b OF FOUNDATION WALL PROVIDE 2"X 4"STUD FRAME •• iso• PLUMBING * HVAC NOTES: g I .• � mII 2668 � I (TYPICAL ALL AREAS) ° DOUBLE JOISTS UNDER �" ALL PARTTITIONS RUNNING CLOSET- WALL;USE ACQ STUDS ON ALL ° • All plumbing work shall be done by a duly Ilcenised plumber and must conform and • Interior doors to be solid core wood; Style le to be dete mined. PARALLEIL(TYP.ALL AREAS) 3 r° under 5t�m AREAS IN CONTACT OF CONCRETE;PROVIDE R-I I INSULATION WITHIN to all New York State building code5 t 5aftey requireiment5. I — I 0i ,-2 lir • All bath t kitchen area walls and ceilings adjacent to we areas to have water resistant I WALL 4 DRYWALL ON EACH SIDE LANDING q • If wall plates or joists are cut during the Installation of plumbing fixtures or equipment drywall, and provide wonderboard for all areas set to recieve t le. I �\ contractor must provide appropriate bracing to tie framing back together. / \ P �• • Kitchen to have granite countertops with ceramic tele b cksplash; all baths to have I � � u — — � \ •° \ white ceramic tile as selected by homeowner. I ® I— NOTE: • Baseboard heating is to be hot water and zoned. Plumbing contractor i5 to / —I / adequately size the system and place the baseboard-,In an unobstructive location in each room N R-19 INSULATION \ \ 3- 14'X I I e'LVL HEADERS q I I ABOVE ALL WINDOWS 4 DOORS required to recieve heat. Minimum of one thermostalt for each zone will be required. 12"X 1 2"POURED Z3068-SOLID CORE DOOR d w I 5"X 5"X 4'STEEL TUBE CO LIMN UNLESS OTHERW SE NOTED UTILITIES / ' w!5'-6"X 5'-6"X I'-0"POUR \ •° \ UTILITY CHASE CHIMNEY o CONCRETE PER w/ ° I I SELF CLOSING HINGES. CONCRETE FOOTING w!(10) PROVIDE WINDOW PROV. 2-LAYERS e'FIRE 1'-8"X 8^FOOTING DOOR SWEEP t STEEL , I I ��� / REBAR @ G"O.C.,BOTH VERTI AL \ \ WELL SYSTEMS BY BiLCO, • Plumbing fixtures to be Kohler brand or approved equal; color to be white, styles as RATED DRYWALL ON CLC. (TYP.ALL END BEARING / / \\ ,N 4 HORIZONTAL ° \ AS REQUIRED BY GRADE selected by homeowner. I OVER UTILITY AREA STEEL LOCATIONS) I I 42 r N 2�A5�F, L— \ LOCATION OF POST \• W • Mechanical subcontractor is responsible for aidhering to all applicable codes and — — ACCESS INTO CRAWL SPACE — — — — — — — — — — o �./ \� \ — _ �1 / ABOVE FROM RIDGE R— L AM saftefy requirements. a o' o- o . o o °o JT • HVAC subcontractor to fully coordinate system data t requirements with the / I 2d PROVIDE PRESSURE TREATED ?o ° 4"P.CONC. FILL as \° equipment su be and Subcontractor provide final system layout drawing and submit it to general contractor, o r1YWnnD SHF COMPACTED FILL �� A"LALLY COLUMN BURIED IN s \ W i9-6 iiz• 2r-r ;� pp p / / I I / OF WALLS AT PATIO LOCATIONS \• \ 2'-CY'X 0-0"X 1'-O"POURED \ owner and equipment su lier for final review t approval. B K ENTRY (MINIMUM OF 2'-O ABOVE PATIO) \\. CONCRETE FOOTING(TYP.BOTH) \ 81 (n F'P pp \ e DIAMETER ANCHOR BOLTS W / \' \\\ \ \ W/7"MIN. DEPTH @ 48"O.C. W Lu OOP ABOVE / I o I , 1 4"WI80 FJI @ ,6"O.C. �/ W/MIN. 3"X3"xe'WASHER @ PLATE UNEXCAVATED PATIO ABOVE o �Y \ 0 \\ \ \ W O aC I \6 N I^ _ o/ • A °• // ° / N \ •o\ �F) 0\\\ `a C, \• , \ PROVIDE SIMPSON PHD5 <NEXCAVDI V J / o I 4"P.CONC.SLAB ON 3n ! O W HOLDDOWN(TYP.2) $ e CRAWL.5PACE / COMPACTED FILL \• \ �a GS \\ �6 \ \ ANCHORS AT ALL CORNERS J Z \/ d 4"P.CONIC.SLAB ON / o 's �\ THROUGHOUT 6 i COMPACTffD FILL / ti '\ ° N� v o° / �'2• \• •• ` / °• / USE SIMPSON HU SERIES \ o\ CONNECTOR TO FLOOR JOISTS @ FLUSH GIRDER 0 ° 5 0 1, Sy / SIMP50N HTT22 METAL •/ j FOUNDATION PLAN UNEXCAVATED HOLD DOWN ANCHORS / / g� / AT GARAGE DOOR OPENING / / /% SCALE: 16' = 1'-O" SLAB ON GRADE / 4"POURED CONCRETE SLAB / ON COMPACTED FILL WITH / W.W.M.G X G/ 10 X 10 / GAUGE WIRE(TYP.ALL AREAS / • / WITHIN GARAGE) °' ' wz 0 LU co QQD -JU 0 uw / 3'-O"P URED CONCRETE: C O APR @ GARAGE DOORS /n PAGE: 104'-0 fill 0 U z Q z In O N WI \ \� W SECTION SECf10N y�Q / SAO' z A C D 20-10' zz r I S'-l a I I'-I• -I I'-I' I a-r 4 (2) 14"LVL FLUSH HEADER /oG W 1 WRAPPED IN I X"AZEIC'BOARD MASTER BEDROOM CY -- —' / 12'-0"C.H. 27060.rr. ! O — — I I W(I I I U 21.MLIQfT® �+ U (2) 1411 LVL FLUSH HEADER �'X G"DECK BOARDS / s 2RV7r O v WRAPPED IN I X"AZEK'BOARD 2" d/ 3a 4"X 4"POST 2"X 2" OLL BALUSTERS w TOP 4 �_ b / C✓ �fiPLu CONTONMUOUS AROUND b X G"DECK BOARDS D3 sEcriou F, u sEOTlou 4 (BOTH BACK P RCHE5) U E E / = Z 4' EA 4" L FLUSH HEADD�tjl'.j� (3) 1X 14"LVL HEADER ABOV !20ALABOVE e c� 6 m y DIAMETEER HNG " U L `J bot r 2 PRO .8" - - Ls• :\�� Q cab et PER ACAST COLUMN WITH 6'-7 U KNE WALL E SITTING ON 0 Q 2(Y-2" _ o so• GREAT ROOM _� °' 3L'�• OOPEN TO ABOVE TILED TUB 9'-d'CLG.HT. W DECK t SURROUND; HC) I N .n CARRY INTO SHOWER N (f)w a AREA FOR BENCH SEAT 5• M 1 = - E PROV.FRAMELESS GLA55 2070 bent xatw�uR DINING ROOM �i�o I SHOWER ENCLOSURE W N p ,g M 9'-0"C.H. `viu WOODBURNING FIREPLACE; sL „ to for�tor e � ti MASTER BATHROOM 4 nl d panelf'o* 30 PROVIDE RAISED HEARTH,GLASS 2470 WI ! Z DZ roc I c 9'-O"C.H. DOOR ENCLOSURE 4 STONE M E O O I 14"W180 FJ @ i G"O.C. rmw I SURROUND TO BE DETERMINED s LE _Q LINEN xPOST ABOVE TOWER ti W W � - \ J z O mr:= TO RIDGE za7o WI \N J p 0 -� - 1T1 butt r (3) 1 '+2'"X 118"LVL w! POST TO RIDGE � W O cab et (2)e'STEEL FLITCH PLATES ti I _ O W C9 11 1 4"W180 FJ @ I G"O.C. id (n O DROPPED HEADER 4-2"X 4" m - W Z <? I POST a I - -- c W I J U 2 J LO 3 o (2) 1 it'X 14"LVL FLUSH 6. WALK-IN CLOSET U ~ U EA, I I HALLWAY ABOVE Q s 7 5 TION i WET BAR = VN KITC EN 4-2"X G"P05T so• J � N p 9'-0" .H. I I I s p C; >I 3- l A"LVL FLUSH H AbER�� TYP. BOTH ENDS 3 v ' LANDING UNDER WALL 2670 ` I I I FBA a � 2070 .n E HAU 7 VENT ALL N V I UP 2670 IN rERIOR BATHROOMS TU N- UT IRS 9'-O"CLG.HT. 2070 © PROV. 2-2"X G' 2470 CLOSET SUP RT MULLION (3) I 41'X 118 LVL w/ ST P E AN RA s 0LE (2) STEEL_17—ITCH PLATES �2����� ,a LOSET BETWE N WINDOWS DROPPED HEADER USE SIMPSON HU SERIES �� �( F�J: 4-2"X 4" J. 4 2"X 4" J 9'-d' CONNECTOR TO FLOOR �A Q�P� 2070 POST C'-a' JI FOYER POST IJ C.H. p JOISTS @ FLUSH HEADER IFV�G�� v 2070 1 13'-7 lir v N OPEN TO ABOVE j LINE OF UPPER O CABINETS o OO N O P� DI 4 O 2070 2670 Lu r-6 / P05T TO U CLOSET / ICI-7- a-7* GLorz 2670 RIDGE 2070 11 'o� I I.Sw LIQ1T / 8 13 LER 21-2" N' �� a c.4%ae+r w d), PTRY "AZEK"BEADBOAR „a NEW BEDROOM CEILING MATERIAL 'J 2070 9'-0”C.H. / 14"W180CJ@ 10O.C. W u CIL \60G i 4 STONE FLOOR SURF E 2070 W W / ENTRY STOOP �- �@ TO BE DETERMINEDD COVEREDx- > gOQ (I/ (j)pp' N dU BATHROOM NOTE5: W D \(gr @� �A PIC FOR BOTH O N MUDROOM PROVIDE KICKHEATER IN BASE C.H. � � `^QjC MAtZgI,E LINEN �j G� D4 N 2870-PROVIDE 45 MINUTE (2) 1 a"X 9z'LVL DROPPED POST T �z� 5 TOWER OF VANITY W W D4 2070 — — _ _ — — _ — _ — = a NEW BEDROOM 470 _J Z FIRE RATED DOOR WITH HEADER;WRAP IN"AZEK" 2070 SELF CLOSING HINGES, —-—-— 9'-0"C.H. RID VINYL SHOWER PAN.ALL WALL DOOR SWEEP c STEEL JAMB SURFACES 4 FLOOR TO RECEIVE TILE; V CLOSET ° ce so PROVIDE FRAMELESS GLA55 n. bench xat I& /// 29.1*LF T® O 36 KNEE WALL SHOWER ENCLOSURE 4 DOOR op top for �arage 12.9,wrt W 1 4 ra—d p n A' 41) / � // M12"dia.H84G PERMACAST MARBLE WIN d' �' sEcrloN COLUMN W!CAP t BASE 1 A (TYPICAL ALL) I 47 d o LMEN ER a• 5 k w. 1 W3 Fyo \e s�/� 9�\V '• \' 3 s $' 6 FI R5T FLOOR PLAN / SCALE:I6' = P-O' / o WALL LEGEND: d W / NEW CONSTRUCTION /2.Oc 2"X G"FRAME R-1 9 INSLUATION W/ I LAYER 4'PLYWOOD SHEATHING 4 1 LAYER J'GYPSUM BOARD ON INTERIOR GARAGE O 2"X 4"STUD FRAME U WITH I LAYER�'GYPSUM " BOARD ON EACH SIDE;USE z W I / MOISTURE PE515TANT BOARD IN ALL KITCHEN, BATH 4 MUDROOM AREAS n/ r (� / 4 USE WONDERBOARD ON ALL AREAS L� V _ TO RECIEVE TILE W z 8'-0"X 8'-0"GARAGE DOORS; PROVIDE 3- 14'X I I e LVL / C PROVIDE 3- I J"X 9 7'LVL HEADERS HEADER ABOVE,TYPICAL ALL ® Q� ABOVE ALL WINDOWS 4 DOORS / y UNLESS OTHERWISE NOTED;HEADER D O HEIGHTS AS SHOWN ON SECTIONS W I C) z �- 0 Lu 4'S• Vr ` U QZzpQ0 Fn 12 'dz / w � / O WI I PAGE: 6 0 INDOW AND DOOR SCHEDULE U z ',,d`�c' � +- •� g .i i-�q :,' k'`.`. - ';��k 1�,�'yXV 'b,��. gi! .' ,. - k �``,. .�. �,I,: � y'�p, ,�, .i'�,. �. '�'ti'-��; � ,,,,•� ,E ",� /(1 Z 11140 CD W1 TW284 I O/TWT281 0 TILTWASH w/TRANSOM 5.44E 9.73 10 4 25.9 -28.1 30 26 FIRST FLOOR EGRESS O W2 TW25410 TILTWASH 5.44 9.73 10 4 25.9 -28.1 30 9 C) W3 TW203 1 0/TWT201 0 TILTWASH w/TRANSOM 3.07 5.26 10 5 25.9 -34.7 50' 12 TEMPERED IN SHOWER z W4 DHP3 104 1 O/TWT3 1010 PICTURE w/TRANSOM - 1 5.G9 20 4 24.7 -2G.9 50 2 W5 TW2852 TILTWASH 5.8GE 10.48 20 4 24.7 -2G.9 30 G O WG TW203G TILTWASH 2.77 4.73 IO 4 25.9 -28.1 30 4 N W7 CUSTOM ARCHTOP - 50 5 23.2 -29.3 50 1 SEE DIMENSIONS ON ELEVATIONS W8 CUSTOM ARCHTOP - 50 5 23.2 -29.3 50 1 SEE DIMENSIONS ON ELEVATIONS O W9 FWT80 I G TRANSOM - 12.0 20 4 24.7 -2G.9 G5 3 OVER GARAGE DOORS O LL- D I FWHGOG I I / FWTGO I I FRENCH HINGED w/TRANSOM 35.62 22.91 50 4 23.2 -29.3 40 2 D2 FWH3 1 G 115/ FWT3 1 1 1 STATIONARY w/TRANSOM - 1 1 .45 20 5 24.7 -32.4 40 2 D3 FWH3 I G I I / FWT3 1 I I FRENCH HINGED w/TRANSOM 1 7.1 5 1 1 .45 20 5 24.7 -32.4 40 1 D4 FWH29G I I / FWT29 1 1 FRENCH HINGED w/TRANSOM 14.94 9.G 1 10 4 25.9 -28.1 40 3 \ U D5 FWG8OG8 FRENCH WD. GLIDER 21 .00 34.30 50 4 23.2 -25.4 40 1 / \ DG FWH3 1 G8 FRENCH WD. HINGED 1 G.53 10.9G 20 4 1 24.7 -2G.9 40 1 2a-la 22'-2' I I'-I• -k- I I'-I• / // p MASTER BEDROOM ALL WINDOWS TO BE ANDERSEN, 400 SERIES, IUNLE55 OTHERWISE SPECIFIED EDGE OF PORCH EDGE OF PORCH BELOW;OUTLINE OF WINDOWS TO BE SANDSTONE EXTERIOR, PINE INTERIOR, CLASSIC SERIES LOCKS 4. HARDWARE IN WHITE FINISH AND FULL EXTERIOR SCREENS 1 3- 1 1 LVL HEADER ABOVE / TRAY CEILING SIMULATED DIVIDED LIGHT GRILLES WHERE SHOWN ON ELEVATIONS I I I / o r T H EXTERIOR WALL TO I I , 2"X 1 O"C.J./G.T.@ I G"O.G. I I \ / r GALCULATIC 'S FOR WINDOWS BASED UPON EXPOSU RE B MUST HAVE DP UPGRADE KIT. LINE AlsovE WALL E MEETS NY STATE EGRESS REQUIREMENTS FIRST FLOOR, COEFFICIENT 1 .0 WITH 120 mph BASIC WIND SPEED. AS PER TABLE R 301 .2 (2) NEW YORK STATE BUILDING CODE. FOR HABITABLE SPACE. G'-2'HEIGhTATWALL p 6'-2'HEIGHT AT WALL � 2a-a \ ` II s'-2• I s'-a ur lLl N CUSTOM GRILLES- SEE ELEVATIONS - _ - - - - - - - - �I I OPEN TO GREAT - 8'-O'CEILING HEIGHTROOM BELOW 8'-O'CEILING HEIGHT Z _ O WALL OPENINGS WINDOWS AND DORS SHALL BE PROTECTED WITH REMOVEABLE 5/8"WOOD STRUCTURAL PANELS - - - - - - O} O � I I � > WITH MAXIMUM OF 8'-0"SPAN. FASTENERS FOR SPANS UP TO G'-O"SHALL BE 2 1/2 -# 8 WOOD SCREWS AT I G"O/C, FASTENERS a " w w O I CLOSET I b q '� z FOR SPANS UP TO 8'-0"SHALL BE 2 1/2"-#8 AT 12"O/C. TABLE 301 .2.1 .2 I `-° � � to O u Q � O 2"AIR SPACE BETWEEN ( I O BEDROOM lu O ®/ 6 CHIMNEY 6 FRAMING 8'-0"G.H. ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED -' U 1 .5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR _ `? b 13ALC NY 15 9T1CYOR 6 YE6,�rt m w C9 ►- ►- N O DBL POST TO RIDGE BALCONY IS 9'-I d'OR i LM La T u a Z U GLAZING MUST MEET ASTM E 1996 TEST REQUIREMENTS A5 PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. (TIPICAL) ° GREA20'-0T ABOVE FLOOR OF " `Z" ° tL °- U x GREAT ROOM 2468 REFER TO SECTION R 1609.1 .4 FOR ALTERNATIVE OPENING PROTECTION. ATTIC N x �j UNFINISHED,UNHEATED N 2GG8 PROV, 2-2"X G" O_ SUPPORT MULLION x ` BETWEEN WINDOWS W5 N 3068-SOLID CORE DOOR w/ SELF CLOSING HINGES, zj- OPEN BALCONY MARBLE DOOR SWEEP t STEEL JAMB 468 EXHAUST VENT ALL FA s'-a INTERIOR BATHROOMS CA ALTERNATIVE FOR OPENING PROTECTION -" - °" - - F •T N BATH a 3068-SOLID CORE DOOR wl b Q 5ELF CLOSING HINGES, 1 3• _ DOOR SWEEP t STEEL JAMB WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/1 G"AND MAXIMUM PANEL SPAN OF 8'-0" - - - - - - - _ LI 8'7 FII CEI NG EIG 6 8'-O'CEILING HEIGHT W L SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS t• _ SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. s'-1 cea1NGHEIGHT wA1l P1 H FER TO SECTION I GO9.1 .4 AND I GO9.G.5 AND TABLE 1609.1 .4) \ \ (� CELL HE WALL \ / C.H. / Lu 2'-7* TALE 1609. ! .4 2"X ID"C.J./C.T.@ 16"O.C. WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS F / / OPEN TO ENTR2@ \ / I I Y PITCHED I \ U-i ATTIC / I BELOW I C) UNpIN15HED,UN/A&ATED 3-1 I LVL HEADER ABOVE \y� \ FASTENER SPACING (INCHES) // / PANEL SPAN < 21- 2'-0" < PANEL 41-0" < PANEL G'-0" E< PANEL / °� ATTIC LLJ w 33 \4UNFINISHED,UNHEATED \ R// FASTENER TYPE O" SPAN < 4'-0" SPAN < G'-0" SPAN < 8'-0" _ � O s \ �_ OPEN TO E RY c C J� W = BELOW h s'c- �� \ POST FROM \ N VWJ w \ / fie 2 112" #G WOOD SCREWS IG IG 12 9 RIDGE z 2 112" #8 WOOD SCREWS IG IG IG 12 o s� A. THI5 TABLE IS BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST) OF 130 MPH AND MEAN ROOF OUTLINE OF GARAGE / � WALLS BELOW z '-7 112*112* \ � sG HEIGHT OF 33'-0"OR LESS oUTL1NEOFPORCH 3Elow B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. ? 4 C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL CAPACITY OF 490 LBS. / SECOND FLOOR PLAN POST \gyp SCALE: 16' = P-0' RID .. / �„fie c✓ � / \ WALL LEGEND: NEW CONSTRUCTION 2"X G"FRAME R-19 INSLUATION W/ I LAYER J"PLYWOOD SHEATHING t 1 LAYER�'GYPSUM BOARD ON FINISHED SIDE / `• 2"X 4"STUD FRAME ATTIC WITH I LAYER�'GYPSUM Z l / UNFINISHED,UNHEATED < 777= BOARD ON EACH SIDE;USE MOISTURE RESISTANT BOARD IN / BATH t USE WONDERBOARD ON I L V ALL AREAS TO RECIEVE TILE W z / 2.'X G"STUD FRAME WALL- F 2„ y0 UNFINISHED J �/ / eke ) 0c0 / S as W PROVIDE 3- 1�"X 9?LVL HEADERS ABOVE ALL WINDOWS UNLESS z OTHERWISE NOTED;HEADER HEIGHTS / AS SHOWN ON SECTIONS O LU / UNDER 51 DE OF C.J.SET AT 7-G•ABOVE FLOOR d / zoo o � 1/zb- O W / W ;f 9a PAGE: d �.•'..,,.'*" .4! GA>; CLI 4"0 ROOF p ROOF LJ VENTU z Q z 4 m ATTIC o I _ G 1t 112 it I/2 I 114 of o b SECOND FLOOR I "'41 \ Z p 2 M3 41 114 C-011PC CL I \ 4 —_—r__—I--__� / LAUNDRY KITCHEN BATH I _ — I— I BATH 3 I BATH 4 I (� — — — — — — — — — — / _�_—_� — I I I I OUTLINE OF WALLS BELOW S / O T-- — I I I 1 I 11I II j( I I 1 I31 1 / N �� 10 12 R� en°o / (V p l I I 1 1/2 i 1 1/2 t1 1/4 TI 1/4 TI 1/2 TI 1/4 1 1/2 ¢1 1/2 +1 1/4 1 112 F.A.I. ►— +1 1/4 1 1P4 tu 1 1/4 4 �1 1/2 4 I I I 2"X 1 O"C.J./C.T.@ 16" .C. LAv olo I I I SINK W.M D.W. SINK ° I W.°. I W.°. i I u 2"X 12-R.R.@ I G"O.C. 2"X 1 2"R.R.@ 10 O.C. ° SHO�IVER SHCIWER SHOWER o ` o FIRST FLOOR Z 11/4 3 —�J ~ Q — Z 3 3 2 1 114 1 1/4 3 1 114 2 3 1 1/4 2 \FP05TS U C•Q I 3 4 DBL.R.R y _ TO SUFFOLK COUNTY I N 12_DEPT.OF HEALTH x 101 x 4°r SERVICES APPROVED4"C.I.HOUSE SEWER LINE. O BASEMENTTRAP12 w N1 ARCHITECTURAL ASPHALT WCRICKtTROOFING WITH 15#FELT° � v OVER;"CDX PLYWOOD OWITH ICE 4 WEATHER SHEILD �@ PERIMETERS 4 VALLEYS CD CD N N owH 4 2"xGtt JmZO(2) 18"LVL RIDGE POSTS u14 � (2) 18"LVL RIDGE 'J lLJ SLOPE" 1/4" PER FOOT PITCH TO N I I w DRAIN I d l �, a2• o rii p z 12 'fes mI _ — I U 10 a' (2) r q-X Ig T PLUMBING DIAGRAM T RUEVgLLEY K . I +yn'�- 'pG�L I N NOT TO 5CALE W x a 4 � \ X 101 I \ X I \ 2"X 12"R.R.@ I G"O.C. 2"X 12"R.R.@ I G"O.C. / aY I 101 2` f � UTILITY CHASE \ 2"X I O°C.J./C.T.@ 16 O.C. CHIMNEY 12 P, G• Jor A.x 4" 12 \ — — — — — — — — — — — 2"X 12"VALLEY PLATE; POST BOLT TO RAFTERS W/-1 2 z 1 O LAG BOLTS W/WASHERS \ Lu \I TYPICAL EACH RAFTER Q/ 2"X 12"VALLEY PLATE; BOLT TO RAFTERS W/�" u \ \ I LAG BOLTS W/WASHERS TYPICAL EACH RAFTER G \ W (W O12 6 3JI (s) 0 Lu CU (Jn z OO ARCHITECTURAL ASPHALT 4 x 4 T-� / ROOFING WITH 15#FELT / \ POST / Ovep-41, D WITH ICE 4WEATH SHEILD / @ PERIMETERS 4 VALLEYS 2 2 3 / / \ 1 � 0 \G 12 / 12 PC ,ti// �10� / ROOF PLAN / 10F °e �° cn SCALE: 16' = i'-O' C.RR cF .- }o / 2'- N On 101 12 CZ U / / Q ) Oco Ln 0 Lu \ 04, z/ Uvz \ ti/ Qzo � �.� 0 01 PAGE: 8 0 2- 14"X 18" LVL RIDGE W/ U 5IMP50N C520 CONNECTOR Q (TYP. ALL RAFTERS) z 2- 1 G" LVL RIDGE 2- 16" LVL RIDGE m WITH 5IMP50N C520 WITH 5IMP50N C520 CONNECTOR(TYP. ALL) CONNECTOR(TYP.ALL) •• .RIDGE HEIGHT GAF TIMBERLINE 30 YR 2"X 12" R.R. @ 16"O.C. V ARCHITECTURAL A5HPALT VXIO- C.J7�'CT ROOF SHINGLE WITH 15# FELT '—OVER 4" CDX PLYWOOD WITH 2"X 10" C.T. @ 16" O.C.ICE 4 WEATHERSHEILD @ PERIMETERS t VALLEYSON 3- 14"X I I8' HEADERABOVE ARCH TOP; W. . . @ I G"O.C. PROVIDE C520 STRAPPING v , Q DORMER HE HEIGHT Tr ,y �Q1 DORMER HEADER HEIGHT 2"X 6"STUD WALL @ I/ �P���c` I FRONT DORMER PLATE HEIGHT 16 O.C. W/ R-19 INSULATION R-30 INSULATION �VENTED .•_ O .�c BAF LES BETWEEN RAFTERS II 4 4" CDX PLYWD. SHEATHING W/TYVEK' HOUSE WRAP; S I'-3" SIDING AS PEKOWNER 2"X 12" ACQ LEDGER BOLTED U a I TO HOUSE FRAME WITH 5" W "LEDGERLOK" SCREWS @ I G"O.C.; (D LU o NOTE: PLATE HEIGHT TO ALIGN HANG PORCH RAFTERS FROM LEDGER ~O AROUND ENTIRE HOUSE;ALL I X \ WITH 51MP50N L5U2G HANGER FASCIAS, SOFFITS *OVERHANGS z TO MATCH CONTINUOUSLYAROUND / I„ OPEN BANI�TE\ 2"X X32 2 G SU(vA BOARD �o R•/� @ / n FASCIA E VENTED SOFFIT; TOP OF PLATE., .• ., / TYPICNL ALL AREAS U 4" PLYWOOD SUBFLOOR G 0.0 _ ALIGN HEIGHT THROUGHOUT ILI • aL GLUED 4 SCREWED 2"X G" C.J. A I Of O.C. PORCH CEILING HEIGHT o 14"WOO FJ @ 16"O.C. a_ "AZEK' BEADI3OAPD o_ CEILING ON PORCH TRANSOM HEADER HEIGHT .. .. .. 4- OUTLINE' Of BALCONY CROWN MOULDINGS WINDOW HEIGHT .. Z WITHIN DROPPED " (2) 1 a'X 92 LVL DROPPED (3)SII'4" I 1 8" LVL w/ AREA TRIMMED HEADER; WRAP IN "AZEK" w N 3- 1 4"X 9 " LVL HEA EKXBOVE (2)8 S EEL FLITCH PLATES OPENING TO — o TRANSOM UNL.E55 OT ERVA5E DKOPPE D HEADER HALLWAY ;; DOORS 12" d1a. HBrG PERMACAST N C9 O_ O O NOTED; SIMPSON C52 STRAPPING ;; TRANSOM COLUMN W/CAP 4 BA5E v } (TYPICAL ALL) _ w > w p GREAT ROOM ENTRY ;; PORCH Jm z o if p n o FIIREPLACEJ w ii n O — ltz 4" PLYW OD SUBFLOOR Dowty uP IY J U FLOOR HEIGHT • •. GLUED € SCREWED " FLOOR HEIGHT Fes- ? U ILL a- U cf� PORCH FLOOR HEIGHT POURED CONCRETE N BASEMENT CEILING RSTOOP w/STONE FINISH N -19 INS LAT-ION 14"WI80 FJ @ 16" O.C. _.. ,. ., .• • GRADE NAILING SCHEDULE BASEMENT WINDOW HEIGHT 2001 55C HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL BASEMENT 3- 1 2"X I I e" LVL HEADER !! UNHEATED, UNFI I5HF-D 2"X 4"STUD FRAME 2- 2"X 6"ACID SILL PLATE JOINT DESCRIPTION NAIL QUALITY NAIL SPACING _ a ABOVE DOOR WINDOWS; PARTITION; USE ACID OVEKTERIMITESHEILD b ON ALL AREAS AGAINST OVER SILL SEAL; 20X G"STUD FRAME ROOF FRAMING BETWEEN UNITS CONCRETE t PROV. PROVIDE 5IMP50N C520 R-I I INSULATION IN W/ LPT4 CONNECTORS RAFTER TO TOP PLATE TOE NAILED 8'-0"WALL: 3-8d PER RAFTER 10'-0"WALL: 4-8d PER RAFTER ;; WALL 51 DRYWALL ON EACH SIDE I 8" DIAMETER ANCHOR BOLTS CEILING J015T TO TOP PLATE TOE NAIILED 8'-0"WALL: 3-8d PER JOIST I PELLET STOVE ❑ W/ 7" MIN. DEPTH @ 48"O.C. HE] W/ MIN. 3'7(3"x8"\AA5HER @ PLATE 10'-0"WALL: 4-8d PER J015T SLAB CEILING J015T TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP CEILING J015T LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP .• 4" POURED CONCRETE W a SLAB ON COMPACTED FIL1 10" POURED CONCRETE U COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE m FOUNDATION WALL W/ BLOCKING TO RAFTER TOE NAILED 2-8d EACH END 3-#X I O" d. FTG.; P FOOTING LUU RIM BOARD TO RAFTER END NAILED 2-1 Gd EACH END 3-#4 RL ALL IN FOOTING (TYPICAL ALL AREAS) lLJ w WALL FRAMING 'NOTE: CONCRI=lE SHALL BE � q) BUILDING SECTION A PC TINGES SHALL DAYS O TOP PLATE TO TOP PLATE FACE NAILED 2-16d PER FOOT II II TOP PLATES AT INTERSECTIONS FACE NAILED 4-1 Gd JOINTS- EACH SIDE FOOTINGS SHALL BEAR ON = UNDISTURBED SOIL WITHIN W STUD TO STUD FACE NAILED 2-1 Gd 24"O/C SCALE: 1" = I'-0" HEADER TO HEADER FACE NAILED I Gd I G"O/C ALONG EDGES BEARING5TOAPA F J I.5 TONS PER SQUARE FOOT UI TOP OR BOTTOM PLATE TO STU D END NAILED 2-1 Gd PER 2X4 5TU D 3-1 Gd PER 2XG STUD 4-1 Gd PER 2X8 5TU D BOTTOM PLATE TO FLOOR JOIST, GENERAL WIND PROTECTION CONNECTION NOTES BANDJOIST, END JOIST, OR BLOCKING FACE NAILED 2-1 6d ' -- PER FOOT Adapted from Standard for Hurricane Resistant Residential Construction; 55TD 10-99 and 1995 SBC High Wind Edition Wood Frame Construction RAFTER Fasteners and Connectors for Wood Frame Construction FLOOR FRAMING NOTCHED RAFTER JOIST TO SILL,TOP PLATE, OR GIRDER TOE NAILED 4-8d PER JOIST RAFTER RIDGE RAFTER 1 . A continuous load path between footings, foundations walls, floors, studs and BRIDGING TO J015T TOE NAILED 2-8d EACH END RIDGE TOP PLATE roof framing shall be provided. TOP PLATE � BLOCKING TO JOIST TOE NAILED 2-8d EACH END WALL STUD 2. Approved connectors, anchors and other fastening devices not included in BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-1 Gd EACH BLOCK WALL STUD the Standard Building Code, Table 2306. I shall be installed in accordance with LEDGER STRIP TO BEAM FACE NAILED 3-1 Gd EACH JOIST f manufacturer's recommendations. J015T ON LEDGER TO BEAM TOE NAILED 3-8d PER JOIST TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION BAND JOIST TO J015T END NAILED 3-1 Gd PER J015T 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-16d PER FOOT weather or subject to salt corrosion in costal areas, shall be stainless steel or hot dipped galvanized. ROOF SHEATHING ;2ND.FLOOR WALL STUD KING STUDS 4. Where windows and doors interrupt wood structural panel sheathing and STRUCTURAL PANELS siding, framing anchors or connectors shall be provided at the top and bottom 4' PERIMETER FDCF 7QNF - I G"O/C - G"AT PANEL EDGES WOOD JOIST WOOD JOIST 2ND. FLOOR PLATE CRIPPLE STUD of cripple studs, header studs, and at least one stud at each side of opening. 8d AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD SUBFLOORRIM BOARD HEADER INTERIOR ZONE - I G"O/C - G"AT PANEL EDGES AND 12"AT BLOCKING JOIST HANGER 5. Ridge straps shall be attached to each Bair of opposing rafters except where 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD GIRDEWHEADERST.FLOOR PLATES JACK STUDS collar ties of I xG or 2x4 lumber is located in upper third of attic space and U — FOR ROOF SHEATHING WITHIN 4'-0'OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4'-0"ON EACH SIDE OF THE ROOF PEAK, THE 4'-0" PERIMETER WOOD GIRDER WOOD JOIST attach to each pair of rafters. z 15T FLOOR WALL STUD G. Uplift connectors shall be provided at each rafter bearin(a. EDGE ZONE ATTA1MENT REQUIKEMENT5 SHALL BE USED. JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDERMEADER TYPICAL HEADER CONNECTION 7. Floor to floor hold-clownsprovided to be eve 48, and eve I G" within 4' L{ z every CEILING SHEAT NG GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ 10" FIELD TYPICAL MULTI-STORY CONNECTIONS of exterior corners. 8. 5111 Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation with anchor bolts having a min, bolt diameter of 5/8"and 3"x 3"x C) (f) 0 L6 WALL SHEATHING WALL STUD METAL HOLD- 1/8" washers. A minimum of one anchor bolt shall be provided within G to 12 \ _ z >' U Sd 4' DC,F 70NF - I G"O/C - G"AT PANEL EDGES AND 1 2"AT BOTTOM PLATE DOWN STRAP /— STRUCTURAL PANELS inches of each end of each plate. Anchor bolts shall have a minimum embedment r 1 U z SUB FLOOR 38-1 Gd SINKER `J INTERMEDIATE SUPPORTS IN THE PANEL FIELD WALL STUD DOUBLE JOIST NAILS AS PER 3-2'x4"WD sruD of 7 Inches in concrete/masonry foundations. Anchor bolts shall be located I:ST. FLOOR WALL STUD /—@ CORNER TYP. 8d INTERIOR ZONE - I G'O/C - G"AT PANEL EDGES AND 12"AT BOTTOM BAT PLATE TUB MANUFACTURER within 12 inches of corners and at spacing not exceeding 4 feet on center. Z p INTERMEDIATE SUPPORTS IN THE PANEL FIELD DOUBLE J015T IST.FLOORPLATE roams+ 2X4"SILL FIBERBOARD PANELS 7/1 G" Gd 3"EDGE/G" FIELD SUBFLOOR RIMJ O ATE RIM BOARD RIMJOLLPLAT WIND RESISTANT CONSTRUCTION CONNECTORS z � = 25/32" Sd 3"EDGE/6" FIELD DOUBLE JOIST FOR NON-BEARING WALLS ♦ ,..� DBL.SILL PLATE L.L.I M" DOUBLE SILL PLATE GYPSUM WALLBOARD 5d COOLERS 7" EDGE/ I O" FIELD DOUBLE JOIST FOR UNDER A BATHTUB ANCHOR BOLT (1)A4 REBAR IN CONNECTION LOCATION: PART NUMBER: NOTES: 8d 4' FDC�F 70N - 16"O/C - 6"AT PANEL EDGES AND 12"AT FOUNDATION WALL SHEAR CONE-MIN. ' 12"LENGTH RIDGE-TO-RAFTERS C520 @ 2 I" APPLY TO EACH PAIR OF RAFTERS (S) HARDBOARD INTERMEDIATE SUPPORTS IN THE PANEL FIELD PROVIDE 1/2"SPACING BETWEEN THE END STUD 3d'MIN. FOUNDATION 8d INTERIOR ZONE - I G'O/C - Of AT PANEL EDGES AND 12"AT AND THE 2 OTHER STUDS REBAR LENGTH WALL Tin. RAFTER-TO-WALL H7 APPLY TO EACH RAFTER FOR ALLOWING 1/2"MIN. HOLDDOWN INSTALLATION CONNECT CORNER S1fUD FROM CORNER APPLY TO EACH RAFT INTERMEDIATE SUPPORTS IN THE PANEL FIELD SILL GASKET TO TRANSFER SHEAR IST. FLOOR TO FOUNDATION CONNECTIONS RAFTER-TO-PLATE H8 or H2.5 E FASTEN WTH(2) 1 Gd1 TERMITE SHIELD COMMON NAILS @ G"O.C. FLOOR SHEATH ING DBL SILL PLATES METAL HOLD-DOWN/UPLIFT ANCHOR PLATE-TO-WALL STUD C520 18" APPLY TO EACH WALL STU (TO OVERLAP JOINTS) � 51DEWALL ENDWALL 2ND. FLOOR WALL-TO-15T. FLOOR WALL LFTA or C520 3G" APPLY TO EACH WALL STUD,, '- 8d 6" EDGE/ 12"FIELD ;r .. 5# STRUCTURAL PANELS- 1"OR LESS FOUNDATION WALL HEADER-TO-JACK STUD C520 12" APPLY TO EACH JACK STUD ' " ( PAGE: SHEAR WALL CORNER CONNECTION {?! Nailing requirements are based on wall sheathing nailed G inches O.C. at the panel edge. If wall sheathing is nailed 3 inches O.C.at the panel edge to obtain h1 her shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain the SILL PLATES TO FOUNDATION ANCHORING CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD arsi g p SHEAR WALL HOLDDOWN ANCHOR 55TB I G APPLY TO EACH 51DEWALL END load path. � � r connected members the tabulated number of nails shall be permitted to be reduced to I-16d nail per foot. IST. FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL P ` • s over (USE WITH 3" SQUARE WASHEWhen wall sheathing 1s continuou p CONSTRUCTION DETAILS WIND LOAD PATH CONNECTION DETAILS ' Corrosion resistant I I c3ac3e roofincI nails and 16 cjac3e staples are permitted, check IBC for additional requirements. NOT TO SCALE USE THE FOLLOWING OR APPROVED 5IMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 2- 14"X 18" LVL.RIDGE W/ 5IMP50N C520 CONNECTOR (TYP. ALL RAFTERS) D U GAF TIMBERLINE 30 YR. Q ARCHITECTURAL A5HPALT z ROOF SHINGLE WITH 15#FELT OVER a" CDX PLYWOOD WITH m 2- 1 a"X 118" LVL RIDGE; 51MP50N CS20 ICE WEATHER HEILD @ \�0 CONNECTOR(TYP. ALL) PERIMETERS � VALLEYS 12 12 2"X 12" RIDGE 2"X 12" RIDGE 101 \It @r 2"X 8' R.R. @ I G"O.C. (� K-30 INSULATION 4 VENTED + O I O I OI 2 BAFFLES BETWEEN RAFTERS R-19 INSULATION p ARCHITECTURAL ASPHALT 2"X 8" C.T. @ I G"O.C. • 2"X 10" C.J./C.T. @ 16"O.C. ROOFING WITH 15# FELT - OVER a" CDX PLYWOOD _ 2"X 8" C.T. I G"O.C. WITH ICE *WEATHERSHEILD � � - t 2"X 6"STUD WALL @ @ PERIMETERS VALLEYS 2"X 4" IN ERI R OG. \ W „ 16" O.C. W/ R-19 INSULATION STUD PARTITION ,^ p \� 2"X G"STUD FRAME \ s° 2"X 6"STUD WALL @ 6"uj v , 2�� KNEE WALL ;; I G"O.C. W/ R-19 INSULATION 2 W a CLOSET O \ II NOTE: PLATE HEIGHT TO ALIGN `NOTE: PLATE HEIGHT TO ALIGN \ ' 2' COX 0 2° GYPSUM BOARD HALL BATH 4 CDX PLYWD. SHEATHING AROUND ENTIRE HOUSE; ALL _ AROUND ENTIRE HOUSE;ALL ,L+ /I `' ATTIC \ \ W/ TYVEK' HOUSE WRAP; = USE NE TOR LUT SERIES b FASCIAS, SOFFITS *OVERHANGS CONNECTOR TO CEILING 73.", CAL ALL AREAS FASCIAS, SOFFITS 4 OVERHANGS UNHEATED, UNFINISHED SIDING AS PER OWNER TO MATCH CONTINUOUSLY AROUND JOISTS @ FLUSH HEADER TO MATCH CONTIN0005LY AROUND U PLYWOOD SURF OOR; ,LiJ TOP OF PLATE •• y.l I a' PLYWOOD SUBFLOOR TOP OF PLATE ,, ,,_ GLUED tSCREWED �1 J .. .. 4 PLYWOOD SUBFLOOR }- 14"W180 FJ 12" O.G. FIRST FLOOR CEILING HEIGHT X J 1 0. 14" WI80 FJ @ I G"O.C. O 14"WI80 FJ @ 12"O.C. z GARAGE CEILING HEIGHT 3" I @ •— I TRANSOM HEADER HEIGHT PROVIDE 2 LAYERS " TRANSOM HEADER HEIGHT �— Q DOUBLE JOISTS UNDER —" ;; 3- 1 11 a"X 9 2" LVL HEADERABOVE rrte^^ • DRYWALL ON CEILING PARTITIONS RUNNING 2- 14" LVL FLUSH TRANSOM UNLESS OTHERWISE DOUBLE JOISTS UNDER V w WINDOW HEIGHT —j WINDOW HEIGHT •, .. .. I LAYERe" DRYWALL ON II PARRALLEL •• ••— HEADER NOTED; SIMPSON C520 STRAPPING ALL PARITION5 RUNNING U WALLS OF GARAGE 8'-0"X 3- I a"X 9 2" LVL HEADER 8'-0" DOOR W/TRANSOM PARRALLEL(TYPICA 3- 14"XII 8" LVL HEADER L) TRANSOM UNLESS OTHERWISE BEADBOARD CEILING MOISTURE RESISTANT NOTED; SIMPSON CS 20 STRAPPING 2 a GYPSUM BOARD IN ALL ABOVE 4 C520 STRAPPING ON PORCH WINDOW HEIGHTS IN GARAGE TO II BATHROOM AREAS N ALIGN WITH WINDOWS IN HOUSE GARAGE ii °0 4"X 4" POSTS, 2"X 2" ;; MASTER CLOSET V m ;; UNHEATED, UNFINISHED II BALUSTERS w/TOP 4 MASTER BATH II BOTTOM RAILS II N I, z ' II 4" PLYWOOD SUBFLOIOR; C9 O O O II FLOOR 4" P.CONC. SLAB ON II 2"X 6" ACQ SILL PLATE FLOOR HEIGHT — II —•• ••— �"X 6" DECK BOARDS GLUED 4 SCREWED COMPACTED FILL WITH ii OVERTERIMITE SHEILD 2"X 8" ACQ D.J. I G"G.C. l z W.W.M. 6 X 6/ I O X I O PITCH SLAB TOWARDS OVER SILL SEAL; _, .. ,, •,_ GAUGE WIRE DOOR @ g"/ FT. PROVIDE SIMP5ON C520 BASEMENT CEILING BEADBOARD w W/ Lf'T4 CONNECTORS oL In w O GARAGE SLAB.. ,, „ „ 14"WI80 FJ @ I G"O C. O N 0 O . ..— H4 CONNECTOR � � C9 - WINDOW HEIGHT 2 X 8 ACQ LEDGER BOLTED R-19 INSULATION �' w Oz � DIAMETER ANCHOR BOLTS —'' " Lu W/ 7" MIN. DEPTH @ 48"O.C. 2TO HOUSE FRAME WITH 5 � � � e 2- 2"X 1 O" ACQ DROPPED " " w II LEDGERLOK SCREWS @ I G O.C.; W/ MIN. 3'X3"x8"WASHER @PLATE GIRDER; WRAP IN Ix AZEK �� HANG D.J. FROM LEDGERWITH a- U cT) 51MP50N W28 CONNECTOR BASEMENT 8" POURED CONCRETE 10" POURED CONCRETE FOUNDATION WALL WI 3- 14"X I I8" LVL HEADER UNHEATED, UNFINISHED FOUNDATION WALL WI I'-4"X 8" J. FTG.; PROV. 1'-8"X 10" d. FTG.; PROV. ;; ABOVE BASEMENT WINDOWS 2-#4 REBAR IN FOOTINGUNLESS OTHERWISE NOTED II 11 (TYPICAL ALL NEW AREAS) (T #4 RL ALL IN FOOTING BUILDING SECTION B (TYPICAL ALL AREAS) SCALE: 4" = I '-OIL SLAB.. .. .. .. 4" POURED CONCRETE 5LA13 ON COMPACTED FILL LL! BUILDING SECTION 11C11 z LLJ 12 �,\ SCALE: J" = P-O" 10F_ 2- " C.B. THRU R-30 INSULATION +T VENTED \ C.T. * R.R. (TYPICAL LU Lu R-19 INSULATION BAFFLES BOTH ENDS)BETWEEN RAFTERS `Z - CEILING HEIGHT• _ 2"X 10" C.J./C.T. @ I G"O.C. _ W 1 4"X I I e" LVL RIDGE; •• SIMPSON H7 W SIMPSON 0520 CONNECTOR J z CONNECTOR(TYP.AW I FASCIA WITH VENTED U SOFFIT; I"X FREIZE BOARD OG PLATE HEIGHT •• ,, , \�O oC 12 110 2- ' C.B.THRU GYPSUM BOARD 2�� `NOTE: PLATE HEIGHT TO ALIGN C.T. 4 R.R. (TYPICAL 2' AROUND ENTIRE HOUSE;; ALL Z�\ BOTH ENDS) I TYPICAL ALL AREAS FASCIAS, SOFFITS OVERHANGS --- R-30 INSULATION VENTED TO MATCH CONTINUOUSLY AROUND 2"X I O" C.J./C.T. @ 16"O.0 I BAFFLES BETWEEN RAFTERS 2"X G" STUD WALL @ - �-' I G" O.C. W/ R-19 INSULATION 2x4 4 TOP OF PLATE .' CDX PLYWD. SHEATHING ., ., b I W/TYVEK' HOUSE WRAP; P-9 /2" N FIRST FLOOR CEILING HEIGHT CEI LNG LINE BEYO D SIDING AS PER OWNER .. .. .. I-9" I IF 4 PELLET 3- 1 4"X 9LVL HEADER ABOVE STOVE CHIMNEY r TRANSOM HEADER HEIGHT .. ;, 5IMP50N C520 STRAPPING io 11 GREAT ROOM TRANSOM 3- 1 a"X 9� LVL HEADER ABOVE WINDOW HEIGHT ,, ,• •, ii TRANSOM UNLESS OTHERWISE NOTED; 5IMP50N C520 STRAPPING II <] II II II I II 11 - CD II MASTER BEDROOM b 11 " DESIGN LOAD CALCULATIONS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA II II 11 I WINDOW " " WEATHERING SEVERE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(Ibsf) FROST LINE DEPTH 3'-0" U — EXTERIOR BALCONIES GO TERMITE MODERATE TO HEAVY z R-19 INSULATION a' PLYWOO 5UBFLOO R-19 INSULATION 4" PLYWOOD SUBFLOOR DECKS 40 FLOOR HEIGHT , ,, ,, GLUED 4 5 REWED FLOOR HEIGHT , ,, ,, ,,_ GLUED *SCREWED ATTICS WITHOUT STORAGE 30 DECAY SLIGHT TO MODERATE " WINTER DESIGN TEMP. I I — •. 14"W150 FJ @ I G" O.C. 14"WI80 FJ @ I G" O.C. ATTICS WITH STORAGE 40 ICE SHIELD UNDER- AS PER MANUFACTURER'S Lu Z ROOMS(OTHER THAN SLEEPING ROOMS) 40 LAYM ENT REQUIRED 5PECIFICATION5/STATE CODE SLEEPING ROOMS 30 FLOOD HAZARDS Q Z L6 BASEMENT CRITERIA FOR CALCULATION OF DEAD LOAD TABLE R301 .G 0 Lu z I,'BASEMENT I ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. U U _ ARCHITECTURAL GRAPHIC STANDARDS ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBER5 SNOW STRUCTURAL MEMBER ALLOWABLE DEFLECTION p GROUND SNOW LOAD 145 lbs. Rafters havinq sl es cjreater U 180 z LLJ li�- than 3/12 with no finished cellln SEISM IC attached to rafters 0 DESIGN CATEGORY B Interior wallspartitions H/I 80 BUILDING S ECT I O N 11 D11 - PARTIAL 5ECTI ON Floors+f cellln s U3G0 WIND All other sttructract urraa l memebers U240 SCALE: !I = I '-O" WIND SPEED 120 m h Exterior walls with plaster or EXPOSURE CATEGORY B stucco finish BUILDING S ECT I O N 'If-" - PARTIAL SECTION Exterior walls- wind loads with L brittle finishes '' :, k . II _ I II ` PAGE: SCALE: 4 - I -0 Exterior walls- wind loads with 1fl :„i flexible finishes ar.; 10 `'t SCJ 7”'