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SuFFO('�C Town of Southold 2/9/2024 a P.O.Box 1179 c o _ 53095 Main Rd d per, Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43859 Date: 2/9/2024 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 625 Wood Ln,Peconic SCTM#: 473889 Sec/Block/Lot: 86.-6-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/14/2018 pursuant to which Building Permit No. 43202 dated 11/7/2018 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: non-habitable accessory garage as applied for. The certificate is issued to Burke,Timothy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43202 6/26/2019 PLUMBERS CERTIFICATION DATED 6/17/2019 fFiLtchogf ast Plu ing A d ignature g11FFU�,�. TOWN OF SOUTHOLD -BUILDING DEPARTMENT y TOWN CLERK'S OFFICE 'y • 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#: 43202 Date: 11/7/2018 Permission is hereby granted to: Burke, Timothy' 149 Split Rock Rd Syosset, NY 11791 To: contsurct a non-habitable accessory garage as applied for. At premises located at: 625 Wood Ln, Peconic SCTM #473889 Sec/Block/Lot# 86.-6-7 Pursuant to application dated 9/14/2018 and approved by the Building Inspector. To expire on 5/8/2020. Fees: ACCESSORY $412.80 CO -ACCESSORY BUILDING $50.00 Total: $462.80 f ilding Inspector - 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: I. 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$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00, 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 Date. �a/001 New Construction: Old or Pre-existing Building: V (check one) Location of Property: 605 Wood Lane Peconic House No. Street Hamlet Owner or Owners of Property: Tim and Nancy Burke Suffolk County Tax Map No 1000, Section 86 Block 06 Lot 07 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: $ Applicant Signature hO��pF SO(/l�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road cn 41C Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 �� • �o roger.richertCa�town.southold.ny.us ' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Timothy Burke Address: 625 Wood Ln City: Peconic St: New York Zip: Building Permit#: 43202 Section: $6 Block: 6 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Devaney Electric License No: 4144-E SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat gas Duplec Recpt 16 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt •3 Wall.Fixtures 5 Smoke Detectors Main Panel A/C Condenser 1 Single-Recpt Recessed Fixtures 16 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 11 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 3-combination smoke / co detectors., 2-paddle fans, 1-combo bathroom heat/fan, 6-ARC fault circuit breakers Notes: Inspector Signature: Date: June 26 2019 81-Cert Electrical Compliance Form(1).xis Town Hall Annex J ] L Telephone(631)765-1802 54375 Main Road " . Fax(631)765-9502 6m : . P.O.Box 1179 G: _ •: (o Southold,NY 11971-0959 , �' •. � i ', f'•.�`;`�y"` j�.:, �1W Fr BUILDING DEPARTMENT J U N 1 7 2019 TOWN OF SOUTHOLD Gi r S ,9-E R-T.I F.I.C..A.T-I...O.-N I 1 Date:. . Building Permit No. q3ZoZ- ......... Owner: V _ (Please print) 1 Plumber: JL . 7.77 (Please print) i I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. �II I ji i (Plumbers Signature) - th Sworn to before me this day of1.� _ ..., 20_ I i Notary Public,. - Cd. _ Counfiy j .. ......... . ...._ . , TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK j NO.01 D W6306900 i QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,20 i� ho��OF SOGIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1802 INSPECTION , [ -F UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 0441 `fib c DATE aa INSPECTOR OF SOUJho� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ .] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION -, [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL). [ ] CODE VIOLATION [ ] CAULKING REMARKS: 06 r ;1 DATE Z� INSPECTOR r ho��OF SOUTyo6 # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING MARKS- f�"w ��PlflfA 0141wl DATE INSPECTOR SOUlyolo # * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION � . [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] R SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E TRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: (Aid,vt44 pi #ww" 6) cow), DATE 3 t 11191°1 INSPECTOR I JA A OF SOUtyo� f # TOWN OF SOUTHOLD BUILDING DEPT. coo 765`1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] C LKING dokl4u w; REMARKS: � tv VA DATE _ INSPECTOR OF SOGTyo� # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, ' 765-1802 INSPECTION 2Z6� [ ] FOUNDATION 1ST [ ] ROUGH PL13G. l [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL.(ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE- 2� ( INSPECTOR � , �r w fj '� # r �. - - i 77 ,•! l ! vl � D m rl • 0)OF 0 COMIVIENTS 11, PLO]MKIVY,MUTZA FOUNDATION (IST) _ v 'FOUNDATION (ZND.) ROUGH FRAMING& O PLUMBINGv ENERGYSTATE •D mf Emil EMMIT Fa rill� • �i�' + � .Il�'�►�!���! ADDrrIONAL COMMENTS Um I WIN I WE .....t_ / r I� • "Imm1ffi ll ,, TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL .; Board of Health SOUTHO�%D& 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 2 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined f 20 Single& Separate / Storm-Water Assessment Form Contact: Approved 20 Mail to: Robert Wilson Disapproved a/c PO Box 49 Southold NY 11971 Phone: (631)504-8842 Expiration 20 ,6� rA r� ��� � Buil S APPLICATION FOR BUILDING PERMIT ' S E° 114 2018 Date September 12th , 20 18 4� INSTRUCTIONS W this* fii ati�UMIP 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. (Signature of applicant or name,if a corporation) PO Box 49 Southold NY 11971 (Mailing address of applicant) State whether applicant is owner, lessee,agent, architect, engineer, general contractor, electrician,plumber or builder Agent Name of owner of premises Tim and Nancy Burke (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 605 Wood Lane Peconic House Number Street Hamlet County Tax Map No. 1000 Section 86 Block 06 Lot 07 Subdivision Filed Map No. Lot 2. State exfsting use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single family residential b. Intended use and occupancy Same with new accessory building containing single car garage and recreation space 3. Nature of work(check which applicable): New Building Addition I/ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling'units on each floor 1 If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. No changes to No changes to No changes to 7. Dimensions of existing structures, if any: Front existing house Rear existing house Depth existing house Height No changes to Number of Stories 1 existing house Dimensions of same structure with alterations or additions: Front Same Rear Same Depth Same Height Same Number of Stories 1 8. Dimensions of entire new construction: Front 23' Rear 23' Depth 33'-8" Height 191-8" Number of Stories 1 9. Size of lot: Front 76.86' Rear 80.77 Depth 313.19' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-40 Medium Density residential 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES NO 625 Wood Lane 14. Names of Owner of premises Tim and Nacy Burke Address Peconic NY 11958 Phone No. (516)353-3332 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V * 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 ) Robert Wilson being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, S He is the Agent CONNIE D.BUNCH ( ) State of New York IVst�r-y-P-ublic, (Contractor,Agent, Corporate Officer, etc.) No.01 BU6185050 ouaHfied in SuffolkCounty ou 2 of said owner or owners, and is duly authorized to perform or have performed thPsoi' $r°i�c�an 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 J day of 20 Notary Public Signature of Applicant FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: September 24, 2021 TO: Joan Chambers (Burke) PO Box 49 Southold,NY 11971 Please take notice that your revised plans received September 20, 2021 in conjunction with Building Permit#43202: For permit: to legalize an as-built conversion of an existing accessory garage to (2) recreation rooms at: Location of property: 625 Wood Lane, Peconic,NY County Tax Map No. 1000—Section 86 Block 6 Lot 7 Is returned herewith and disapproved on the following grounds: The as-built construction, on this nonconforming 22,995 square foot lot in the Residential R-40 District is not permitted pursuant to Article III, Section 280-13 (C . Recreation spaces in an accessory building is not a permitted accessory use. Authorized Signat e Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. �a BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson r�� 80 53095 Main Road - P.O. Box 1179 ® � Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. ® a,� 54375 Main Road(at Youngs Avenue) Nicholas Planamento ���rou TI,� Southold, NY 11971 VS RECEIVE® E&Z'gj� http://southoldtownny.gov �- `l V1A�/1/� o D ONING BOARD OF APPEALS J U L 7 2022 JUL 2 2022 TOWN OF SOUTHOLD Tel.(631) 765-1809 -Fax (631) 765-9064 T FJ� outhold Town Clerk B' FTk�iS,�DELIBERATIONS AND DETERMINATION TORN® MEETING OF JULY 21, 2022 ZBA FILE: #7651 �\� NAME OF APPLICANT: Tim and Nancy Burke PROPERTY LOCATION: 625 Wood Lane, (Adj. to Richmond Creek) Peconic,NY SCTM#1000-86-6-7 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 11 category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru A 14-25, and the Suffolk County Department of Planning issued its reply dated March 9, 2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP)Policy Standards.The LWRP Coordinator issued a recommendation dated June 16,2022.Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is INCONSISTENT with the LWR_p policy standards and is therefore INCONSISTENT with Policy 1. The as-built conversion of the existing accessory garage to two (2) recreation rooms is inconsistent with this policy as is the installation of a sanitary system and bathroom facilities. Building structures without property reviews erodes community character and circumvents the codes and regulations in place that protect, health, safety, and the environment. PROPERTY FACTS/DESCRIPTION: The subject property is a 22,995 square foot nonconforming parcel located in the Residential R-40 Zoning District. The northerly property line measures 135.69 feet and is adjacent to Richmond Creek, the easterly property line measures 312.94 feet, the southerly property line measures 76.86 feet and is adjacent to a 20 foot Right of Way and the westerly property line measures 293.81 feet. The parcel is improved with a one-story frame dwelling with wood deck and stairs attached to the rear of the dwelling. There is a stone path walkway that leads to a wood deck on the westerly side of the residence with a long composite ramp that leads to a wood floating dock. There is a 23.2 ft. by 14.3 ft. frame building south of the dwelling and north of the gravel driveway. The accessory structure is located south of the driveway and is 22.4 ft. by 34.2 ft. with three(3) doors, one large glass door to the north, a regular entry door on the west side and another entry door on the east side of the stricture. There is an outdoor shower on a small deck on the easterly side of the accessory structure. The property has deer fencing on both the east and west sides up to the frame building south of the dwelling and along the front and up to the frame building on both sides. The east and west sides of the property from the driveway and deer fencing have split rail fencing and Page 2, July 21,2022 97651, Burke SCTM No. 1000-86-6-7 split rail fencing in the front of the Right of Way leaving the gravel driveway open as shown on the survey map prepared by John T. Metzger, LS and last revised October 21, 2018. BASIS OF APPLICATION: Request for Variances from Article III, Section 280-13C; and the Building Inspector's January 4, 2022 Notice of Disapproval based on an application for a permit to legalize an as-built conversion of an existing accessory garage to two (2 recreation rooms; at 1) not a permitted accessory use; located at: 625 Wood Lane, (Adj. to Richmond Creek) Peconic, NY. SCTM#1000-86-6-7. RELIEF REQUESTED: The applicant requests variances to legalize an as-built conversion of an existing garage to recreations rooms at 625 Wood Lane, Peconic, NY. SCTM#1000.86-6-7. The as-built construction, on this nonconforming 22,995 square foot lot in the Residential R-40 Zoning District is not permitted pursuant to Article III, Section-13C. Recreation spaces in accessory building is not a permitted accessory use. ADDITIONAL INFORMATION/BACKGROUND: The applicant was issued a Building Pen-nit#43202 on November 17, 2018 to construct a non-habitable accessory garage. The plans received by the Building Department for the accessory garage were prepared by James DeLuca, Architect, dated August 16, 2018 and show rooms identified as "garage space, storage space, and a closet". A Certificate of Occupancy was requested in August 2021, but was denied by the Building Inspector because the improvements exceeded the building pen-nit that was issued for non-habitable garage and storage space. At the public hearing the applicant's agent informed the Board that the plans approved by the Building Department for the accessory structure's building permit included notations that the interior would be finished with radiant heat,tiled floors, board and batten wood finishes, a cathedral ceiling finished with cedar and rooms labeled recreation space. Additional plumbing for a powder room was added during construction. The Zoning Board inspected the property before the July 7, 2022 public hearing and found no garage or recreation room/space, but were able to see from the outside two furnished rooms that were being used for sleeping. Air conditioning and pull-down stairs leading to the upper area have been installed in the structure. A neighbor testified that she had witnessed people wearing bathrobes leaving the accessory structure in the morning and walking to the residence. The Accessory Garage Plans received by the Office of the Board of Appeals (two original copies signed and sealed by James DeLuca, Architect, (Sheets Al & A2) last revised February 16, 2022 show recreation space, a powder room, and storage space. There is also a proposed storage space in the attic. The Members of the Board of Appeals did not receive the same set of plans in their individual packets but rather plans stamped "Disapproval" "Received September 20, 2021, Building Department, Town of Southold." These plans were prepared by James De Luca, Architect, labeled last revised "As Built Conditions" dated 12-24-19 include sheets C1 Plot Plan with a list of Notations, Al Elevations and Building Section, and A2 floor plans. On the plot plan there is a marginal notation pointing to a"proposed one story rec space&garage structure."On sheet Al the elevations are labeled Garage(although no overhead garage door is proposed),and the building section labeled Storage Space and there is a small type notation under this label "tile floor finish over elect radiant heating(htg)material(mat.)" Finally on the floor plan labeled Garage Plan on Sheet A2,the two labels printed as storage space and garage space have been crossed out and replaced with handwritten labels noted as "recreation room"and"recreation space."A handwritten note says pre-finished wood flooring. There are also small printed notations saying "board and batten interior finish" and a split heating and air conditioning unit is shown. Based upon these revised plans, the Building Department issued a Notice of Disapproval originally dated September 24, 2021 and RENEWED January 4, 2022 to "legalize an as built conversion of an existing accessory garage to two recreation rooms" which was disapproved pursuant to Article III, Section 280-13 (C) which states that"Recreation spaces in an accessory building is not a permitted accessory use." a ` Page 3, July 21,2022 #7651, Burke SCTM No. 1000-86-6-7 The Architectural Plans obtained and stamped approved by the Building Permits Examiner on November 7, 2018, reveals the following: • C 1 - Title Page last revised September 5, 2018 plot plan indicates a rec space. • A 1 - Elevations last revised September 5, 2018—no indication of rec space. • A2—Floor Plans last revised August 16,2018 shows garage space and storage space with closet with no indication of rec space. Based upon these revised and inconsistent architectural plans, and personal inspection by the Members of the Board,the Board concludes that the Notice of Disapproval dated renewed January 4,2022 was correctly issued FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 7, 2022 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1.Town Law 267-b(3)(b)(1). Grant of the requested variance will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The Town Code does not allow for recreation spaces in an accessory building; i.e., not a permitted accessory use, and the granting of this proposed use variance would set a precedent that would undermine town code.The Town Code has allowed the Board of Appeals to approve the conversion of existing accessory garages to accessory apartments and pool houses for applicants that qualify according to Special Exception Standards through proper application to the Zoning Board of Appeals. 2. Town Law§267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method,feasible for the applicant to pursue, other than an area variance. The applicant can include recreational space in their existing dwelling or they can make an addition to their dwelling for this permitted use in a principal dwelling. 3. Town Law $267-b(3)(b)(3). The variance requested herein is mathematically substantial, representing 100% relief from the code. Additionally, the applicant converted the as built accessory garage into habitable sleeping/living space with a half bathroom without a proper building permit. 4. Town Law 267-b(3)(b)(4). Evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. Habitable space in accessory structures require eligible applicants (homeowners whose dwelling is their principal residence) to request and obtain a Special Exception permit from the Board of Appeals for an accessory apartment in an accessory structure to be rented to a relative or individual on or eligible for the Town's Affordable Housing Registry. The Town Code does not permit home offices, sleeping space or recreation space in accessory structures. A half bath is permitted in an accessory garage. 5. Town Law 267-b(3)(b)(5). The difficulty has/ been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 267-b. Grant of the requested relief is not the minimum action necessary and adequate (to enable the applicant to enjoy the benefit of a recreations space while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 4,July 21,2022 47651, Burke SCTM No. 1000-86-6-7 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Acampora, seconded by Member Weisman (Chairperson), and duly carried, to DENY the variance as applied for Vote of the Board: Ayes: Members Weisman (Chairperson) Dantes, Planamento, Acampora, and Lehnert. This Resolution was duly adopted(5-0) " eslie Kanes Weisman, Chairperson Approved for filing '/ / 2-2—/2022 i BUILDING DEPARTMENT-Electric omb TOWN OF SOUTHOLD 2019 . 7 : .. Town Hall Annex- 54375 Main Road - PO Bt� 1�9 W` " Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX(631) 76.9:'95D2''"`' ` '''T• ro,:ger�:�rt�het�Ca�Stowh:soithoid;nyus•� - � �� - - . HHJJ APPLI:Ci4TION.FOR.ELECTRICAL INSPECTION. REQUESTED BY: rAA I I� ��� �4� .. _.... . .. . Date;. Company Name: V& Pi Ft ,c ] rr c, Name: 2.>< License No.: email: Address: . . Iry'1. e a 1.77_07 . :- . _. _._._...... .... Phone No : $1:�:-..q... :. .;. - JOB SITE INFORMATION: (All information Required) Name: 0-0 nC!4 t1 r Address: G 5 Woo.p... .:_1.o�ne ...: .:::..... _,.. ecU.nic, .... .. Cross Street: 1�.0 I ,'ee i<_ Roc,. a Phone No.:. _.....:::..-.::._: ._-._...._. BIdg.Permit*: �.3.�_ :1.. email: Elax MP(p oi*ici: 1 c00;.. Section:. $ Alock, C�.�o ��Lot-: '7 BRIEF DESCRIPTION OF WORK;(Please Print Clearly) --.. t7D.D. :.5.�... G .. �.- - Circle All That Apply: Is job ready for inspection?: YES/1@0 Rough In Final Do you need,a Temp .Certificate?: 0YEiNO Issued On . Temp Information: (Ail information required) Se.vita':Size 1 Ph 3 Ph Size: .. Q A #Meters. ... I. - Old Meter# Nev1 Service Fire Reconnect- Flood Reconnect-Service Reconnected Undergroun Overhead -.UndergMund Laterals in 2 H Frame Pole Work d9no.,on..Setvice7. .. .Y. .N. .. -:Addltiorial'lnformatiarY PAYMENT'DUE WITH APPLICATION. 82-Request for Inspection FormAs poi �d Scott A. Russell ,��°su Ir STORI��1 WA\T]E R. SUPERVISOR o v ��l[A\lam A\G]EMlENT SOUTHOLD TOWN HALL-P.O.Box 1179 v' 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold �1 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF 'I'IE-IlE FOLLOWING: Yes No (CHECK ALL THAT APPL57 ❑© A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑0 B. Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑0 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑© D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. 0® F. Installation of new'or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Ovmer,Design Professional,Agent.Contractor,Other) S.C.T.M. 1000 Date District NAME: Robert W on 86 06 07 9/12/2018 Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact lnformatioa (631)504-8842 fi'ekphmc tihun6r) Reviewed By: — — — — — — — — — — — — — — — — — Property Address/Location of Construction Work: — — — — — — — Date k: — — — — — — — 625 Wood Lane Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Peconic NY 11958 Stormwater Management Control Plan is Required El (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 osF°ckc-`�, Town Hall Annex y •. Telephone(631=1802 54.3'75 Main Road -C Fax(631)734-9502 0- O.'Box.'{179 0 - Southold. NY 11'971-0959 ' !;, - >. .- �. .t;. .. :'! i'. :n�, +i•. .... r�j�`r `-ice:.,. '<�� .J�,�"cS.:�i ....;': .. . . ri. _�^ . .. �, ,. ' a B.UiLEMN.I DEPARTMENT` "$ -NOT-[CE:Oi= UTILIZATION OFTRUSS:TYPEwCQN T t1;CIlON PRE-ENGINEERED. .r WOOD CONSTRUCTIO.N.AND/6 TbM-BEk,C-dfibTRUCTION DIe: S t. 92th'2018`' Otrirner Titri!and=Natn'Cy Burke lL' r �t m ... ; �? r �. Ld6ation:of Pra a 625 Wood Lane P'econic NN,•' :9 8��'' Y- 3-11 Please:take notice fhat fGie (ct>ieck applici le lirie} , ;•= " "'_ Neuv'residenfi4a rt ctuire [• ii. i i N; . �.. ' V. Addl ion..to.iWsUng resid.q. al�3f�tc�We Rehabilitation to art exist!' fireside ifi lxs ur a '� .• :': fo: econstcfed..orperforMeda#.tte:s.�t, jeEtprop.erfjrrtfer�nce. ove wilt:titi(ize ;. sec apelt'cat3 a ti ( h k . c , ... 1 3 r, Tr+-estype.'consfi�tction�T't'�'.rf f >:a 10 Pre-engineered wood consticUon. P,IN}- ; ,: �:•�t:=:} :. ;:; '� ?: J Timberconsh-Uction "C)... !�:�'t,�t.!- '..��.: .•`;{;_+.��,�rl. }.'. ; . I '. in the`following iocation.(s):(check applicar to I-- c. is •� �� h 4T ';r". . • >.; , Floor'ft6rn ,.i idudtng:gicders-aiid'lieams } 1' 4. i Roof fami�ng (Fi) Floor and .roof..Raming:(FR){ • .�y�,._ ,l�.�; _r i .; ", '!; , j '+'•t 1 t..:..�� yj?,•f ;1 t r l�•�,-'?"S,: S} t,ti r -t,':i''{ •r-�' ,f" ti a• a.e.�.,.sa:...a ,...,.r. �.va-:w,P��r.. ,:r a.w.r.-.av .. .+, n.c Signature_ �n 'Narn .;(person scit "rir7tting this-form). FtobertIson" Cap.aaty{check�applicabie iine) :{ ..�:-.'CJVVrI.er • .Q..y `'�',�,i'�a'� :; .�r1 '' :'.i •�Y'� i j.i �1. ;'�;�•�.� � � •.3.:�� -��/ -Ouirtm-r-reply a§en'WU e Y�'•: .. �TI•.� t 4I ` I.! j ;... it .' Y t rrussResRegl5:dpcx •. :",:','.. �'Effective 1117�Q15 :J.:. Wit, ... . .> .'. .: 7 i,.' . , .,. :`:1: >,:; •�, r_ T-t cE o F f�T (v25 ,W00L, CA7 � -7-347bJ(46 do/ j 1 V 32U2 Attention: Southold Town Building Department This is a revised set of plans 605 Wood Lane Burkes Garage. Any questions you can reach Mike Liegey at 631-897-7318. Thank you, DT Peconic Building Solutions Nunemaker, Amanda From: Nunemaker, Amanda Sent: Friday, August 20, 2021 8:53 AM To: 'Joan Chambers' Subject: RE: Burke Accessory Hi Joan, I have received amended plans on February 23, 2021 but was not able to approve it as the level of finish exceeds an accessory garage/storage building. They need to apply to ZBA for that and Mike Leigey was going to get back to me on what the owner wanted to do. The ZBA will not accept an application for an accessory apartment in an accessory building without a CO, but we can't issue a CO for this garage. They will either have to rip all finishes out, and we can then CO it out as a true accessory garage (which I doubt they want to do) or they will have to apply to the ZBA as an as-built recreation room or whatever they want to call it at this stage (John said there was no kitchen when he was last there). If they get granted the variance then they will come back to us for a CO,THEN they would have to go back to ZBA AGAIN for get special exception for the apartment. Let me know how you want to proceed. From:Joan Chambers<joanchambers10@gmail.com> Sent:Thursday,August 19,202110:52 AM To: Pontino,Susan <susan.pontino@town.southold.ny.us>; Nunemaker, Amanda <Amanda.Nunemaker@town.southold.ny.us> Subject: Burke Accessory Sue,Amanda, Not sure which of you want to tackle this with me: Tim & Nancy Burke 625 Wood Lane Peconic 1000-86-06-07 They built a barn/garage accessory structure and the architect,contractor and owner all neglected to finish the permit and get the CO. It was inspected - I have images of the inspection tickets. The first inspection appears to have been done 12.6.18 and the last one 6.26.19. There are six of them in all. John did most of them. The permit number on the tickets is 43202. The architect(Jim DeLucca 631-553-3155) and the contractor(Mike Liegey 631-897-7318) both claim that revised plans were submitted that show the final configuration of the structure. According to the owners the area where the car was to be parked has been eliminated and they would like the entire building to be considered an accessory apartment for the use of the family. I would like your help in determining what I need to do to start the process to obtain a CO for this structure and then an application to the Zoning Board. Is there still a valid permit on file? Do I need to re-apply? Do you have drawings that reflect the current revisions? I know that both of you are over burdened with work right now but if you could just let me know how to untangle this mess I'll get to work on it, Thank-you both, • 1 L Li\I SEP 2 p Zozl Burke Residence gqroro777Yr;� 625 Wood Lane Peconic NY 11958 9.20.21 Amanda, Enclosed is a stamped set of plans that accurately reflect the current conditions at the Burke Residence on Wood Lane. As we discussed in our emails on August 20th I need to make an application to the Zoning Board for a variance on this building in order to have you issue a CO. Can you please issue me a Letter of Disapproval so that I can get started on this application? "hank-you, Joan Chambers Concerning: Tim and Nancy Burke 625 Wood's Lane Peconic SCTM4 1000-86-6-7 8.10.22 Mike, As you requested at our meeting on Friday August 5th I have enclosed eight photos taken of the interior of the accessory structure at the Burke residence on Wood's Lane in Peconic. If you would prefer these be sent to you digitally I would be happy to comply. Thank-you, Joan Chambers SURVEY OF PROPERTY A T PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-86-06-07 SCALE: 1'=30' JANUARY 14, 2002 F.B. 4, 2002 (ADD177ONS) YAGGARINO DECEMBER 2, 2010 (SOUNDINGS & FLOOD ZONE) 12-5-2018 FEB.11, 2011 (REVISION) A PRIL 7, 2011 (ADD177ONAI_ SOUNDINGS & PROP. DOCK) M4 Y 9, 2011 (REVISIONS) DECEMBER 6, 2016 (REVISIONS) ----�s 2.9' = DEPTH AT LOW TIDE I e 0 I 3 � z C B�oN i c) 4 C Z in, rn r ? I D 0 Co. i v � I D E I L > IkpJP� FE M.H.V.M. 01 BPS �ti �KpD EL VOOD DECK $ 9.9, 1s.1' EL 11.7' EL 10.9' 24.3' EL 12.2' ` PIPE 10.5' 1.31V ro , 0 ZONE SLATE a PATIO + = y v 1ry 30.3' 10.2' EL 12.r EL 12.8' EFL. 13.2' u ,-rnW,, I 1 y I W < 2 2 � W D-VAY y I 3 8'E UTILI-Y Q Z17.9' PULE j J Q R. J ro GAR. V N r / 3 W rl o O UTILITY 0D POLE cl 00 M O t7 FE I I � W 2 0 ly 1 2 a I 0.3 021' FE i79 o:e s Z sR. 76,86 35' z S 91 ST OF IfAy 20' RIG cu 3 �_ 0 IND LAN NECK RD. ® =MONUMENT l ® =PIPE FLOOD ZONE FROM FIRM MAP NUMBER 36103CO162H h� SEP 7EMBER 25, 2009 49618 ELEVATIONS REFERENCED TO N.G.V.D. '29 PECONId SURVEYEIRSVWC, ANY ALTERATION O4 ADDITION TO THIS SURVEY IS A V31LATM (631) 765 — 5020 FAXt(631) 765-1797 OF SECTIM 7209 IF THE WV YaW STATE EDUCAnM LAV. P. D. FOX 909 EXCEPT AS PER SECTIW 7209-SUBDMSIOr E. ALL CERMCATIONS AREA=22,995 S.F. HEREON ARE VALID FOP THIS MAP AND COPIES THEREOF OPLY 7 1230 TRAVELER STREET ,/ — SAID MAP nR COPIES BEAR THE DMESSO SEAL OF THE SURVEYOR 0 % 9 VHOSE SIGNATURE APPEARS ►fRM TO ?IE LINE SDUTHOLD, N.Y. 11971 0.0 GRADE NOTE: WATER ENCOUNTERED 12.3' BELOW SURFACE BROWN SILTY SAND SM —3.0 PALE BROWN SILT ML f' —4.0 PALE BROWN FINE SAND SP 00 CRE KN10TO �s f gIC �z� —12.3 v 0 QQCk��4aY WATER IN PALE SP 00 oho� `�`� o ��`'� BROWN FINE SAND Zpt�e —17.0 McDonald Geoscience .�6,OC'�E �� / P.O. BOX 1000 N12 i ''jP� F Southhold, NY 11971 52 0- `' `� i I sE TEST DOLE DATA 631 .765.3677 G�pS 5E I 5 aG• St(�E 1 p WOOD DECK I ORE L)NE OEGK WOOD STEPS ' 16.1' O00 Z 24.3 8'DIAMETER SPETIC TANK PIPE �O� CHM• 1.3'W N) 6- V y ACE% � ALL CAST IRON COVERS .,4 +� TO BE LOCKING �. FINISHED GRADE 24' FREE R1RY il TRAFFIC ST(ME PARO 5(C� 1 T N BEARING 0.5' ,• % -%-�% B.B I EAT fE, F. SLAB 6"MIN. C ER FENCE ,. 0.4E M INj IyLEL— r4--0- s' O7 I %/�M% MIN. V DIA. OUTLET 10 W/^ 2400 PIPE OR MIN. 4" DIA. EQUIVALENT 2400 PIPE OR EQUIVALENT __ 9,s' 8 9' 10'2• PITCHED 1/4"/1' IN. 8 PITCHED 1/8-/1' SUPPLY WATER ARBOR 41 TABLE MAX) 8 5 I.-,. I 1 � MIN 4"MIN. Ib 12'-0"MAX. W I LOT AREA-22,580 SF 1 Q C) TO TIE LINE Z I PARCEL S FLAT W17H O O LESS THAN A 5% f 2 SLOPE E I W art ®T 1 . SEPTIC TANK EXISTING PRECAST I I SANITARY SYSTEM FOR HOUSE TO REMAIN I ti i IPE O B' �Po SCALE: N.T.S. 6.►Zi ti DEER 3.5' rn Z J-j 1'E%` CE OA�� O 2-0' MAX. CHIMNEY SEE PRECAST O Z TIMBER w FR. BLDG. 01 Q CONCRETE STRUCTURE NOTES ' FOR FURTHER DETAIL 23.2' S. + —A � 6PJdC N 0 USE SOLID COVER PLATE G\ rw m ¢ p�. g O� SDR 35 PIPE 2'-0'BELOW GRADE MIN. & �� lv Q � V ' � SOLID TOP RING PIPE O� T \ PE CONNECTION REQUIRED RED a 1.1E ��09P I J 0 ®®IF�n PROPOSED ONE / Q ' STORY GARAGE J �� AND REC SPACE r 1 y�� vff�rEna^ BACKFl WITH TH CLEAN STRUCTURE LINE OF 15'-0• ' F E' ®®®® SAND AND GRAVEL 67ALJT/ SIDE SETBACK U FOR STRUCTURES ` N f UNDER 20'NOT ��1 ; exis}'S fee. COMPA TED SPLIT RAIL FENCE 1.1 �On public water n BACKF ®®®®® I TO BE MODIFED 1t' 4, G'L A SAND AND ®®®®® IMPERVIOUS NATIVE MATERIAL AND GRAVEL �) ) ®®®®® (IF ENCOUNTERED) DRIVEWAY n 1,Ae ®® EXTENDED TO NEW FE I M GARAGE SPACE 1• ' I I INTO'MIN.VIRGIN S STRATTRATA AT ON INTO 3' MIN TO GROUNDWATER 1 OF SAND AND GRAVEL PROPOSED WATER R� I Q LINE TO DETACHED exist'g res. O STRUCTURE public water .►0 z i� � � (MINIMUM AD CESSPOOL DETAIL NOTE: �� °� BELOW GRADE) �P. NO DRYWELLS Z a INSTALLED ON SITE ' O ---UNE OF A—o'-0' 1 15'-8" 1i,G �, r Lin, y [{PI iy^ M� NO WELLS WITHIN 150' 1- I FIR sETe ' ' Suffol Counlv OF PREMISES ti ( ST ' I� gls • 1 �' 1+ 8'TI'+ �•'`�/�^��'0,148 In�C�l.ktS I3'1 A.i�'�l�:,B1�'"� BY MIN TO Sch L'ui•PROVIDE CLEANOUT � LP s•MIN �;^� le��, PIT TO GRADE WITH LOCKING CAST IRON 1 LPI , COVER I I FE 0• i 1 S rl: 4. CLEANOUT MUST BE INSTALLED ON I THE SEPTIC TANK INLET WASTE LINE. [ FE C CMF PROPOSED SANITARY ALL UPLI SEPARATION REQUIRE A 5FT FF. MINIMUM SEPARATION TO THE SEPTIC 1•g5 ¢n"4�o RAIL SYSTEM: IeM GAL12.00 sysTFM i 0,1'E 12 SPLIT 179 35 T I 1 0'S• Fj' SEPTIC TANK WITH (2) 76,8 Es'DIAM X 8' DEEP 4'SCREW CAP AT GRADE IN 3•—O' PROTECTIVE PLASTIC LANK Box N11H LID CAST IRON COVERS TO GRADE REBAR I 8 .10/ ~W I 'WA LEACHING POOLS {• ND NON-PREFORMED (INSECT AND WATERPROOF) _ J c �� I F. ASSUMED ELEV STAND PIPE AS RED. — S 20' R GlI --- 1.`�.9' det structure, CHIMNEY existing WOtef "� 4 PVC LONG BEND 45' PRECAST CONCRETED CROSSOVER PIPE INV. 10.0' main — �f GRADE. ` �.�•^'�� EL 14.5 45'PVC W1E 8'MIN.TRAFFIC BEARING COVER ' � 4'DIA.IRO PI E 24 III 4'DIA.PVC PIPE O 1/4'/F ,U exist'g fey. — CLEAN OUT ON INV D public water INLET LINE 12,2, it FLOW- INV. EL. 11.7' BAFFL IRON TO PVC o 0 16" INV.EL.11.5' LEACHING POOL LEACHING POOL Q I•-4 z CONNECTION WTH SLEEVE SEALANT&CLAMPS 1 MIN.0 0 8'DIA X 8'EFF DEPTH 8'DIA X 8'EFF DEPTH SEPTIC TANK UAIL 0] INDIAN NECv RD. f _, APPROVED REINFORCED CONCRETE SEPTIC TANK � Z 8'-0" 8'-0" INTO" 1 10-0' s'-o x e'-o" r M — _ _ — - - — - - - - ...- - — — — GROUND �\ J h 14 1 7 ^F^ REFER 0 TEST BORING BORING 1���'���j�� SITE PLAN �:� INVERT DIAL ! �' SCALE: 1 = 30 —0 SCALE: 8",=1 —0 O' HEALTH SERVICES� __ •=� ��=WASTE'WATERMGT DISTRICT: 1000 INFORMATION RECEIVED FROM SURVEY SECTION: 86 PREPARED BY: i1-4-1 AS PER REVIEW: 11-2-18 J. DeLUCA BLOCK: 6 PECONIC SURVEYORS 9-28018 ISSUED FOR SCHD PERMIT J. DeLUCA LOT: 7 JOHN T. METZGER #= D REVISION DESCRIPTION: BY: P.o. BOX 9o9 BURKE RESIDENCE 12-30 TRAVELLER STREET t^y1-P~•1 _r '� '�� SQU HOLD, NY 11971 .o' F'�4 625 WOOD LANE PECONIC NEW YORK 11958 eJ'...4 G.�i1 v..'a tW .<..�'Mc �a~.i .._.i LT .r:_il. +r �``ti•'a ` v..P:- �� -�rw _,.v '•'•'�` :�' JAMES DE LUCA ARCHITECT ��31 . 65.5020 - y 4'7'7 WEST MAIN STREET HUNTINGTON NEW YORK 11'743 T E L: (6 1) 3 6 0 1 1- �- 3 7 7 — DATE: PROJECT: DRAWN BY: p,-��1 _ • �1rr Tt,RP Fio���+n r Qr !�r^-�J�lf°4�, COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. HD THE DUPLICATION, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR USE OF THESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. I jRb-_ MST O DRAWINGS PLOT & DRAINAGE PLAN C1 PROPOSED ELEVATIONS, Al SOUTHO E� W_,"� w _"yoaK BUILDING SECTIONS GARAGE FLOOR PLAN, FOUNDATION PLAN, A2 A. FOUNDATION: D. FINISHES: ELECTRICAL PLAN, FRAMING PLAN PLUMBING DIAGRAM 1. GLAZING IN DOORS' SHOWER DOORS AND ENCLOSURES, ADJOINING DOORS + BATH TUB t^ :,'a° .m r.° °r•f''""" „a`£, v i 'A R 1. DO NOT BUILD UPON FROZEN SOIL. 2. DO NOT POUR CONCRETE IF AIR TEMPERATURE IS 40 DEGREES OR LESS. MINIh1UM 40 DEGREES TO BE DOORS + ENCLOSURES, SHALL BE SO SIZED CONSTRUCTED, TREATED OR COMBINED WITHOTHER MATERIALS AS TO MINIMIZE EFFECTIVELY THE POSSIBILITY OF INJURY TO PERSONS Ili THE It 22 �.� , _ i �„.. MAINTAINED UNTIL CONCRETE IS CURED. e^ i? i EJ1I7__II,��,.. r>.P. t 'J.-9�� � �s_ � }� � EVENT THE GLAZING IS CRACKED OR BROKEN. STRAPPING SHEET A3 9. _. 1. ^sq w -� ��„-� . -,.. 5s rtj ��-f 3. CONCRETE TO BE TRANSIT MIXED, RETEMPERING OR ADDING WATER AFTER TRUCK HAS LEFT THE $V _ y R ar L, M � '� C jjlf 2. THE ELECTRICAL INSTALLATION SHALL CONFORM TO ALL LAWS AND OF THE NEW YORK Ecr• �! r.�'., ++ A I ti i ,,r �y k_ R PLANT IS STRICTLY FORBIDDEN. BOARD OF FIRE UNDERWRITERS. ORDINANCES OF THE NATIONAL ELECTRIC CODE. THE LONG N o C 4. PROVIDE FRAMEWORK FOR ALL POURED CONCRETE. F� __4ISLAND POWER AUTHORITY, LOCAL MUNICIPALITIES AND THE REQUIREMENTS. 5. CONTRACTOR SHALL VERIFY DIMENSION AND LOCATION OF ALL OPENINGS, PIPE SLEEVES, ANCHOR BOLTS, ETC. AS REQUIRED BY ALL TRADES BEFORE CONCRETE IS POURED. 3. PROVIDE ONE SINGLE STATION SMOKE DETECTOR AT EACH BEDROOM AND AT EACH FLOOfI „� l� 6. CONCRETE FOOTINGS AND STRUCTURAL PIERS SHALL BE PLACED ON FIRM, UNDISTURBED SOIL. PER N.Y.S. CODE SECTION R317. f•�lJti�,T �.a T v:J PFQU:�,;IED' O*T PROVIDE ADDITIONAL STEPPED FOOTINGS AS REQUIRED BY OVER-EXCAVATING. 4. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS REQUIRED BY FI;'� r'I:'!_:? i) C;;;r, :r-7r. -f lv >Zo N.Y.S. CODE. CAST IRON PIPE SHALL CONFORM TO THE LOCAL CODE REQUIREMENTS, WI1N 1 4' 7. CONCRETE FOOTINGS, PIERS, SLABS AND FOUNDATION WALLS SHALL OBTAIN A MINIMUM ULTIMATE APPROVED JOINTS, PIPE SUPPORTS AND CLEANOUTS. G. f,i)1 -:? Y'r ,':'.:,.4' �'- "•�' " �;vN 0 COMPRESSIVE STRENGTH OF 3500 P.S.I. AT 28 DAYS. 3. 1;`,1C'J !','I i'�'1i'd o O 5. ALL WINDOWS AND EXTERIOR DOORS TO ADHERE TO N.Y.S. CODE, SECTION R308 R310. r. 8. APPLY A CEMENT STUCCO PARGING FINISH TO ALL EXPOSED EXTERIOR SURFACES OF FOUNDATION .. FINAL - C;J; 'CT C i.'.4'>T u 0 c�`�P� WALLS NOT SCHEDULED AS BRICK. CC'•? C.C,. Eg�e � 9. CONCRETE SLABS TO BE AS FOLLOWS: E. THERMAL & MOISTURE PROTECTION: }}, " ,'�"",'�>,� `>i-I�,.I L ���E a) GARAGE SLABS TO BE 6" THICK W/6X6-1OX1OW.W.M. LOCATED 2" FROM TOP OF SLAB OVER t;CC; Gr P<.'�t^` '�-` �0•�$ •5 to 9 K0'�p00 tiDN SIX-MIL POLYETHYLENE MOISTURE BARRIER OVER 6" LAYER OF CLEAN, COMPACTED GRAVEL. 1. ALL WOOD SHEATHING ON EXTERIOR WALLS AND ROOF SHALL BE COVERED WITH ONE LAYER (IF Z PITCH SLAB MINIMUM 1/8" PER FOOT TOWARD OVERHEAD DOORS. 15# WATERPROOF BUILDING PAPER. -3F" "3:n"""r E P o ,�. s DE_S'tG'''u OR CC% fF U%1i °d Ef; t I?'- IC(e\11 E 3 ► � b) BASEMENT SLABS TO BE 6" THICK OVER SIX-MIL POLYETHYLENE MOISTURE BARRIER OVER 6"LAYER 2. PROVIDE 15 LB. BUILDING FELT OVER SHEATHING AT STONE VENEER. 900,E *t 69 OF CLEAN, COMPACTED GRAVEL. 3. INSTALL TYVEK OR APPROVED EQUAL HOUSEWRAP BEHIND ALL WOOD FINISHED SIDING. N72'46 , 41- mr, c) PATIOS AND STOOPS ON GRADE TO BE 4" THICK W/6X6-1OX10 W.W.M. LOCATED 2" FROM TOP OF FASTEN TYVEK WITH STAPLES OR ROOFING NAILS TO EVERY OTHER STUD 12"-18" O.C. 52.0 i I FE SLAB OVER 6" LAYER OF CLEAN, COMPACTED GRAVEL. VERTICALLY LAP ALL SEAMS A MIN. 2". TAPE ALL SEAMS AT WINDOW AND DOOR OPEN IN,'"- 1.6E MAKE AN "X" CUT AND FOLD THE TRIANGULAR FLAPS IN AND AROUND THE FRAME COMPLY WITH ALL CODES OF �Q 173 d) CONCRETE SLABS TO RECEIVE A STEEL TROWEL FINISH. a 10. FOOTINGS: OPENING. SECURE ON THE INSIDE WITH STAPLES EVERY 6" AND TRIM EXCESS. NEW YORK STATE & TOWN CODES �� �Noo�c/ i a) STEPPED FOOTINGS WHERE INDICATED ON THE DRAWINGS SHALL HAVE MINIMUM SLOPE RATIO 4. FLOOR INSULATION OVER VENTED CRAWL SPACES AND OTHER UNHEATED AREAS TO BE AS REQUIRED AT[ CONDITIO F ��'' t OF 2 HORIZONTAL TO 1 VERTICAL, MINIMUM LENGTH OF HORIZONTAL STEP NO LESS THAN 24". R-19, u.n.o. UNPAGED FIBERGLASS BATTS HELD IN PLACE W/TYVEK HOUSE WRAP. ep� ::&�DTECK pWOO° b) FOOTING DEPTH TO BE SAME AS FOUNDATION WIDTH. THE PROJECTION OF FOOTING BEYOND 5. INSULATION IN THE EXTERIOR WALLS AND CEILINGS OF ALL HEATED SPACES SHALL BEBUI DN ID ZONE utAE DEGKPS 1 16.1' FOUNDATION WALL TO EQUAL ONE-HALF THE FOOTING DEPTH UNLESS OTHERWISE NOTED. FIBERGLASS BATTS, SIZE AS INDICATED ON DRAWINGS WITH A VAPOR BARRIER ON THE T LAN REVIEW NOTE : $Q ��. 24.3 c) PROVIDE 1 1%" X 3 1/" (APPROX) KEYWAY AT TOP CENTER OF FOOTING. HEATED SIDE, PACK ALL SPACES AROUND WINDOWS AND DOORS WITH INSULATION. ALL F�OO o INSULATION SHALL BE SIZED, LOCATED AND INSTALLED IN ACCORDANCE WITH N.Y.S. ENER'Y ; d) PROVIDE 3 #5'S IN FOOTINGS AT REMOVED TREES TO A MINIMUM OF 3 -0" PAST EXTENT OF ROOT yr I HOLD TOV'JN f EES PIPE tio CHIM. CODE. t.Xw STRUCTURE. DEEP ROOT STRUCTURE TO REMAIN UNDER REINFORCED FOOTINGS. 6. INSULATION IN CATHEDRAL CEILINGS SHALL BE AS INDICATED ON DRAWINGS. CARE SHALL Bt BUILDING PLANS EXAMINER SHALL REVIEW THE ENCLOSED DOCUMENT FOR 4 y a/c 11. WHERE WALLS ARE POURED TO GRADE, AND DAMP-PROOFED, THE CONTRACTOR SHALL BACKFILL N. .u. -, TAKEN TO MAINTAIN THE FREE PASSAGE OF AIR BETWEEN INSULATION AND ROOF DECK. MINIMUM ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS OF THE TOWN/ .0 OP, V AGAINST THEM WITH CLEAN EARTH. CARE SHALL BE TAKEN TO BRACE WALLS AS REQUIRED TO yn?ff�PAW v 4� .,� TANK PREVENT CAVE-INS. BACKFILL TO BE FREE OF WOOD, TRASH, ETC. PROVIDE MIN. 1 %" AIR SPACE. o.sw x- %_x s.o �° I LATHE. N 12. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE (EXCEPT SLAB AREAS) SHALL BE VILLAGE AS SPECIFIED IN THE BUILDING AND/OR 2015 INTERNATIONAL DER FENCE x i >04X M DAMP-PROOFED WITH AN ELASTIC COAL TAR BASE, SELF PRIMING BITUMINOUS PLASTIC CEMENT. 1) THE A.I.A. GENERAL CONDITIONS FOR CONSTRUCTION (A.I.A. DOC. A201) ARE HEREBY MADE AN RESIDENTIAL CODE (IRC) AND 2016 NYS SUPPLEMENT. THIS REVIEW DOES W1 13. ALL CONCRETE FLOOR SLABS SHALL BE 6" THICK UNLESS OTHERWISE NOTED ON THE DRAWINGS. ADMINISTRATIVE PART OF THESE DRAWINGS, AS IF HEREIN WRITTEN IN FULL. NOT GUARANTEE COMPLIANCE WITH THAT CODE. THE SEAL OF AND THE t j s.e' ss to.2 FLOORS TO BE LEVEL UNLESS OTHERWISE NOTED ON THE DRAWINGS. 5 8 DIAMETER FOUNDATION 2) WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. 'TRUSS PI.ACARDING FiE:QEJIRED „ / 3) LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. IT IS THE SIGNATURE OF THE DESIGN PROFESSIONAL HAS BEEN INTERPRETED AS AN N I is ARBORw U ANCHOR WALL BOLTS 23' O.C. MAX AND MAX. 1 -0' O.C. FROM CORNERS AND ENDS. INTENTIONS OF THE DRAWINGS TO PROVIDE FOR A COMPLETE JOB IN ALL RESPECTS AND NO EXTrVS ATTESTATION THAT, TO THE BEST OF THE LICENSEE'S BELIEF AND WILL BE ALLOWED FOR MATERIALS AND OR LABOR REQUIRED TO COMPLETE THE WORK, AS INDICA-D. RETAIN, STORM WATER RUNOFF I � � B. DRAINAGE AND WATERPROOFING: 4) PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL INSPECT THE SITE AND VERIFY INFORMATION, THE WORK IN THE LOT AREA-22,580 SF , Q ALL DIMENSIONS AND CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE PER�11N DOCUMENT IS: PURSUANT TO CHAPTER 236 �" I TO PARCEL EUS I 'Y 1. ALL FOUNDATION WALLS TO RECEIVE COATING OF 1/8" THICK DITUMENMODIFIED URETHANE OR OFFICE RESPONSIBLE FOR THESE PLANS REGARDING ANY DISCREPANCIES OR VARIATIONS BETVIEN PARCEL IS FLAT WITH OF THE TOWN CODE. LESS THAN A 5% o o � KARNAK OR APPROVED EQUAL. NEW BASEMENT WALLS TO RECEIVE THOROSEAL WATERPROOFING IN NOTED DIMENSIONS AND FIELD CONDITIONS. NO CREDITS OR EXTRA'S WILL BE ALLOWED FOR SLOPESTONE ACCURATE RE PI i INTERIOR FACE. DISCREPANCIES UP TO 2'0" IN ANY MEASUREMENT. FlRE PIT 2. PROVIDE ALTERNATE PRICE TO INSTALL 4" PREFORATED DRAIN PIPE (W/HOLES ORIENTED DOWN) 5) ALL WORK SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE UNIFORM PREVENTION AND EXISTING PRECAST ® 2 BUILDING CODE, NEW YORK STATE ENERGY CODE AND ANY LOCAL CODES, ORDINANCES, RULES, AID SANITARY SYSTEM FOR COVERED WITH 8" GRAVELAND SLOPED TO DRYWELL, LOCATE EVEN WITH BOTTOM OF FOOTING AT REGULATIONS HAVING JURISDICTION. CONTRACTOR SHALL ARRANGE ALL NECESSARY PERMITS AND CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF HOUSE TO REMAIN BASEMENT FOUNDATION WALLS AS REQUIRED BY SITE CONDITIONS. SUBMISSION. PIPE O LITY 3. VENTILATION - PROVIDE 8"X16" METAL SCREENED VENTS BLOCK VENTS IN CRAWL SPACES INSPECTIONS INCLUDING THE CERTIFICATE OF OCCUPANCY. y POLE AS INDICATED ON DRAWINGS. ( ) 6) CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DUI,,,; 5.5' , CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION AND MISALIGNMENT ACCORDI ��'' I DEER 3.5° 2' Z 4. FOUNDATION SILL - MUDSILL TO BE NO LESS THAN A PRESSURE TREATED 2X6 TO BE ANCHORED TO, APPLICABLE CODES, STANDARDS AND GOOD PRACTICE. CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH J �ixt E.x FENCE Gg1E� q p WITH 5/8" HOOKED STEEL ANCHOR BOLTS. 7) CONTRACTOR SHALL DISCONNECT, CAP AND RE-ROUTE ANY EXISTING WATER, SANITARY, OR UTILI, 4-j� TIMBER X w FR, EILDG. ' cl VIEW TO THE SAFEGUARDING OF LIFE, HEALTH, PROPERTY AND CZZ 23.2' S°'t ' a 5. CONTINUOUS COPPER OR GALVANIZED SHEET METAL W/ZINC COATING TERMITE �IHIELD TYPICAL AT ALL LINES IN AREA OF NEW FOUNDATION AND SHALL USE HAND EXCAVATION IN AREA'S OF SUSPECTED W e.2- �� SILLS UNDERGROUND UTILITIES AND SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED THE CONTRACTOT PUBLIC WELFARE. ZV W Z NX 6. PROVIDE 1" FIBERGLASS AIR INFILTRATION BARRIER ("CERTAINTEED SILL SEALER" OR EQUAL) WILL REPAIR AND REPLACE THE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER INSPECiI .. 4►W ��z W N BETWEEN THE SILL PLATE AND TERMITE SHIELD AT BASEMENTS AND OTHER LIVING SPACES. OF HIS WORK. THE RESPONSIBILITY OF THE LICENSEE. Z W 8) THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALL LOCAL FIRE DEPARTMENTS 41 Q r '"+ REQUIREMENTS AND REGULATIONS, PROOF OF WHICH SHALL BE FURNISHED TO THE FIRE MARSHAL . Ff ��°`,`� >'P-� °° y C. FRAMING: PRIOR TO THE INSTALLATION of SUCH MATERIALS AND PRODUCTS. THE MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH 9) MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES, LIGHTING, COURSING, DIMENSIONS, PROPOSED ONE t tE /' 1. ALL STRUCTURAL CONNECTIONS TO USE TECO GALVANIZED FASTENERS AND HARDWARE HEIGHT, ALIGNMENT, ETC. MOVE AND RE-LOCATE ANY PARTITIONS, WIRING, PLUMBING AND DUCTWOIK CHAPTERS 12-24 OF 2015 INTERNATIONAL BUILDING CODE ADOPTED BY STORY GARAGE UNLESS OTHERWISE NOTED: THAT MAY BE CONCEALED IN WALLS OR CEILINGS BEING REVISED, TO PROVIDE A COMPLETE JOB IN NEW YORK STATE. AND REC SPACE FLUSH JOIST CONNECTION U-GRIP ALL RESPECTS STRUCTURE LINE OF 15'-0' UnLITY FSIDE SEIBACK OR STRUCTURES POST AND BEAM CONNECTION POST-CAP 10) PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW AND EXISTING AREAS. POLE UNDER 20•HGT i 3 POST-PIER CONNECTION ANCHOR BASE INSTALL AND REMOVE (AFTER COMPLETION) ALL TEMPORARY SUPPORTS, HEADERS AND DUST NOTE: ALL NEW MECHANICAL EQUIPMENT SPECIFICATIONS SHALL BE SPLIT RAIL FENCE O 2. INSTALL ALL FLOOR FRAMING, 1X3 WOOD CROSS BRIDGING NOT TO EXCEED 8" G.C. SCREENS TO ADEQUATELY SUSTAIN ALL LOADS AND PROTECT EXISTING WORK FROM DAMAGES OF TO BE MCDIFED ANY KIND, INCLUDING DUST. FILED WITH BUILDING DEPARTMENT FOR APPROVAL PRIOR TO AND GRAVEL 3. SOLID BLOCKING IN ALL EXTERIOR AND LOAD BEARING PARTITIONS, MAXIMUM OF 48" O.C. INSTALLATION DRI\'SWAY a„;� 40 11) FLASH, CAULK AND SEAL, ALL JUNCTIONS OF NEW AND EXISTING ROOFS, WALLS AND PENETRATION; 4. INSTALL 2X BLOCKING UNDER ALL BEARING WALLS WHERE BEARING WALL DOES NOT ALIGN W FLOOR TO FORM A WATERTIGHT EXTGARAGE TSPACE t• I M / � � � JOISTS. ASSEMBLY. ALL FLASHING TO BE 16 OUNCE COPPER SHEETING UNLESS NOTED OTHERWISE, AND 5. IN BEARING WALLS OR PARTITIONS, NO STUD IS TO BE CUT MORE THAN 1/3 ITS DEPTH. EXTEND AT LEAST 8" ABOVE INTERSECTING SURFACES. THE FUEL GAS SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH VT z 6. STUD FRAMING HAVING AN UNSUPPORTED HEIGHT OF MORE THAN 10'-0" IS TO HAVE SOLID 12) ALL ELECTRICAL WORK SHALL CONFORM TO RULES AND REGULATIONS OF THE NATIONAL ELECTRIC O >i CODE AND N. Y. STATE BOARD OF FIRE UNDERWRITERS. THE FINAL CERTIFICATE OF APPROVAL MU5T CHAPTER 24 OF 2015 INTERNATIONAL BUILDING CODE ADOPTED BY NEW I 2X STUD BRIDGING, OF SAME SIZE AS STUD WALL, AT INTERVALS NOT TO EXCEED 8'-0" Co z Z Q 7. SILL PLATES IN BEARING WALLS OR EXTERIOR PARTITIONS TO BE NOT LESS THAN (1) 2X BE PRESENTED TO THE OWNER PRIOR TO FINAL PAYMENT. YORK STATE. NOTE: ;F `� MEMBER OF THE SAME WIDTH AS THE STUDS. 13) ALL STRUCTURAL LUMBER SHALL BE DOUG-FIR #1 GRADE HAVING A MINIMUM STRESS OF FB 1000 NO DRLEDLON SITE 2 a 'Z a"� _ 8. STRUCTURAL STEEL TO BE ASTM A36. DETAILED, FABRICATED AND ERECTED AS P,ER AISC. ROOF OPENINGS6 UNLESS NOTED OTHERWISE. DOUBLE STRUCTURES AROUND FLOOR, CEILING AND THE PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH - _�NEGF , 15'_8" 9. ALL WOOD FRAMING, INCLUDING JOISTS, BEAMS, POSTS, STUDS, ETC..., TO BE 14) ALL FOOTINGS, PIERS, PILASTERS, ETC. SHALL HAVE A MINIMUM STRESS OF FC 3500 PSI AT 28 D•YS CHAPTERS 25-33 OF 2015 INTERNATIONAL RESIDENTIAL CODE ADOPTED NO WELLS WITHIN 150' �� I FRONT SETBACK DOUGLAS FIR #1 OR BETTER WITH Fb=1000 P.S.I., SINGULAR, Fb=1000 P.S.I., REPETITIVE. AND SHALL REST ON UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPACITY OF 2 TONS PER St. OF PREMISES I STI �- 10. ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS AND FT. BY NEW YORK STATE. ALL OTHER REQUIREMENTS OF APPLICABLE U.S. COMMERCIAL STANDARDS FOR THE TYPE AND 15) PROVIDE ACCESS AND VENTILATE ALL CRAWL AND ATTIC SPACES AS PER CODE. (MEASURED IN 2 SPECIES OF PLYWOOD AND SO BE IDENTIFIED BY AN APPROVED AGENCY. TOTAL FREE AREA.) ELECTRICAL EQUIPMENT AND WIRING SHALL BE INSTALLED IN y ACCORDANCE F� 11. THE ENTIRE WORK SHALL BE ACCURATELY FRAMED PLUMB. LEVEL AND TRUE, WELL SPIKED, 16) THE ENTIRE PREMISES, INSIDE AND OUT, SHALL BE CLEANED OF ALL DEBRIS AND EXCESS MATERIALS, I I0.3N BRACED AND ANCHORED TOGETHER TO FORM A RIGID STRUCTURE, AND TO INSURE EVEN TO THE SATISFACTION OF THE OWNER, INCLUDING LABELS AND PROTECTIVE COATINGS ON ALL WITH CHAPTERS 34-43 OF 2015 INTERNATIONAL RESIDENTIAL CODE 02 SETTLEMENT AND SHRINKING THROUGHOUT, UNLESS OTHERWISE NOTED ON THE PLAN. MATERIALS. ADOPTED BY NEW YORK STATE. I a . t 8�5 )I s C CMF ALL FRAMING MEMBERS TO BE 16" O.C. O.N.O 17) REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAIVER OF LIENS, SIGNED BY ALL 179 35, Di'E ` F ,..o FE SP T RAIL FE 12. DOUBLE JOIST AROUND ALL OPENINGS AND BELOW ALL PARALLEL WALL PARTITIONS AND SUB-CONTRACTORS AND MATERIAL SUPPLIERS, IN ADDITION TO THE GENERAL CONTRACTOR. �E., AT TUB AREA. 18) ALL ITEMS OF WORK IDENTIFIED ON THE DRAWINGS BY NAME, NOTE OR MATERIAL DESIGNATION AR; 76.86� PLANS SUBMITTED WITH THIS APPLICATION CONFORM TO ALL THE APPLICABLE REBAR I "W Y 13. ALL STRUCTURAL WOOD SHALL BE KEPT 2" BACK FROM CHIMNEYS. NEW UNLESS OTHERWISE NOTED. S$1'1�'00 T OF fl'A 14. PROVIDE ALL LINTELS OR HEADERS NOT INDICATED ON DRAWINGS OVER ALL OPENINGS. 19) ALL NEW MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH MANUFACTURERS LATES REQUIREMENTS OF THE INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION ,2�RIGH �' HEADERS ARE TO BE EQUAL TOP FULL WIDTH OF FRAMING (MIN. (2) 2" X 8"). PRINTED SPECIFICATIONS AND WITH ALL CODE REQUIREMENTS. CODE (IECC) ADOPTED BY NEW YORK STATE, EFFECTIVE AS OF 2015 AND THE �- 15. JOIST HANGERS, ETC., TO BE TECO" OR EQUAL FOR ALL FLUSH STRUCTURAL CONNECTIONS. 20) ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH BEST STANDARD TRADE PRACTICES. ALL TRADES SHALL COOPERATE TO FACILITATE JOB SCHEDULING AND COMPLETION. INTERNATIONAL RESIDENTIAL CODE IRC ADOPTED BY NEW YORK EFFECTIVE �r ---- 16. ALL WINDOWS AND DOOR OPENINGS, UNLESS OTHERWISE INDICATED, SHALL HAVE STUDS (IRC) 21) PROPRIETARY NAMES IDENTIFYING ITEMS OF WORK ARE USED TO DESIGNATE THE STANDARD DOUBLED ON JAMBS. AS OF 2015. OFCONSTRUCTION. ITEMS OF EQUAL QUANTITY MAY BE SUBMITTED FOR REVIEW AND APPROVAL. 17. ALL FLOOR JOISTS SHALL BE CROSSBRIDGED WITH 5/4 X 3' BRIDGING AT MIDSPAN OR 22) CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ADJOINING REMAINING AREA'S AS A o ( INTERVALS NOT TO EXCEED 8' O.C. RESULT OF HIS WORK AND SHALL REPAIR ANY DAMAGED SURFACE TO THEIR PRE-EXISTING AS PER SECTION 301 .1 .1 OF IRC, PLANS SUBMITTED WITH THIS APPLICATION f 18. THE TOP AND BOTTOM EDGES OF JOISTS MAY BE NOTCHED NOT TO EXCEED 2". CONDITIONS OR AS MAY BE REQUIRED TO COMPLETE THE ENTIRE SCOPE OF WORK. CONFORM AND ARE DESIGNED IN ACCORDANCE WITH THE AMERICAN FOREST 19. TOP PLATES OF EXTERIOR STUD WALLS AND INTERIOR BEARING PARTITIONS MAY NOT BE 23) INDICATIONS OF WORK TO BE REMOVED ARE GENERAL ONLY, AND ARE NOT INTENDED TO SHOW A. INDIAN NECK RD. LESS THAN (2) 2X MEMBERS OF THE SAME WIDTH OF THE STUDS, LAPPED AT CORNERS AND ITEMS WHICH MAY REQUIRE REMOVAL. SUCH ITEMS SHALL BE REMOVED, RELOCATED, AND OR AND PAPER ASSOCIATION (AF & PE) WOOD FRAME CONSTRUCTION MANUAL WITH INTERSECTING PARTITIONS SPLICE IN UPPER PLATE AT LEAST 32 " FROM SPLICE IN REINSTALLED AS REQUIRED FOR INSTALLATION OF NEW WORK. LOWER PARTITION, BOTH OWTH OVER STUDS. 24) LANDSCAPING TO BE REMOVED AND RELOCATED AS REQUIRED BY THE NEW WORK SHALL BE HAND FOR ONE AND TWO-FAMILY DWELLINGS (WFCM 2015.) EXCAVATED ALLOWING FOR AN ADEQUATE ROOT BALL AS REQUIRED BY PROPER NURSERY PRACTICES. 20. FOR RESILIENT FLOOR INSTALLATION, UNDERLAYMENT TO BE %" SANDED FACE APA UNDER LAYMENT INT., INSTALLATION TO BE SAME AS FOR CARPET INSTALLATION. 00 PLOT PLAN_ 21. HARDWOOD STRIP FLOOR TO BE INSTALLED WITHOUT UNDERLAYMENT AND TO BE SET PER PENDICULAR 9-5-18 ISSUED FOR PRELIMINARY BID J. DeLUCA TO FLOOR JOISTS, ALL HARDWOOD FLOORING TO RECEIVE LAYER OF 15# BUILDING PAPER UNDER FINISH FLOOR. 8-18-18 ISSUED FOR OWNER REVIEW J. DeLUCA 22. ALL WALLS AND CEILINGS SHALL BE FINISHED WITH %" GYPSUM WALLBOARD EXCEPT AS Scale: _ O t - O" INDICATED OTHERWISE ON DRAWING. USE WATERPROOF TYPE IN AREAS OF MOISTURE. #: DATE' ` REVISION DESCRIPTION: BY: H r BURKE RESIDENCE i *V 625 WOOD LANE PECONIC NEW YORK 11958 DISTRICT: 1000 INFORMATION RECEIVED FROM SURVEY SECTION: 86 PREPARED BY: JAMES DE LUCA ARCHITECT BLOCK: 6 PECONIC SURVEYORS a� 477 WEST MAIN STREET HUNTINGTON NEW YORK 11743 � � °r ,. LOT: 7 J O H N T. M E TZ G E R CLIMATE AND GEOGRAPHIC DESIGN CRITERIA ` . } � TEL: (631) 367-7011 P.O. BOX 909 , � A � ` , A$ GROUND aVIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN :„r;`, wi, DATE: PROJECT: DRAWN BY: 1230 TRAVELLER STREET SNOW SPECIAL DESIGN DESIGN UNDERLAYMEN FOOD FREEZING ANrrrAL LOAD SPEED TOPOGRAPHIIC WIND-BORNE CATEGORY FROST LINE TEMP T REQUIRED HAZARDS INDEX TEMP S 0 U TH 0 L D, N Y 119 71 (MPH) EFFECTS ��N DEBRIS ZONE WEATHERING DEPTHTERMITE COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. 631 .765.5020 30 PSF 130 NO NO ZONE 1 B SEVERE 3'-0" YES 150 YES FIRM 1500 LESSOR 510 THE DUPLICATION, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR USE OF THESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. 1 '-6" 2 LEAD COATED COPPER STAND SEAM ROOF OVERHANG WITH _ 1 STAINED CEDAR BRACKETS El 1 — - CN 125 -- 5 PLATE �- - ---- — H G T 00 4 0 EFPI • F1 F11 EEEOEO Q4 6 Q0 II 4 11 I -- a/c unit 24" LEG CUSTOM (3) PCS TRANSOM 8 TW 28410 TW 28410 9'X8' OVERHEAD OOR TW 28410 2668 TW 28410 TW 28410 O FHW 21611 FHW 60611 FWH 21611 � — — — — — — $3,500 ALLOWANC � � FIBERGLASS „ I — — — — — — — — — — — — — — — — NORTH ELEVATION WEST ELEVATION EAST ELEVATION Scale: 1 /4"= 1 '- 0" Scale: 1 /4"= 1 '- 0" Scale: 1 /4" 1 '- 0" 1) THE A.I.A. GENERAL CONDITIONS FOR CONSTRUCTION (A.I.A. DOC. A201) ARE HEREBY MADE AN 2 2 ADMINISTRATIVE PART OF THESE DRAWINGS, AS IF HEREIN WRITTEN IN FULL. 2) WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. 2 3) LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. IT IS THE INTENTIONS OF THE DRAWINGS TO PROVIDE FOR A COMPLETE JOB IN ALL RESPECTS AND NO EXTRA'S WILL BE ALLOWED FOR MATERIALS AND OR' LABOR REQUIRED TO COMPLETE THE WORK, AS INDICATED. 4) PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL INSPECT THE SITE AND VERIFY 1 1 ALL DIMENSIONS AND CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE PERSON OR OFFICE RESPONSIBLE FOR THESE PLANS REGARDING ANY DISCREPANCIES OR VARIATIONS BETWEEN 1 NOTED DIMENSIONS AND FIELD CONDITIONS. NO CREDITS OR EXTRA'S WILL BE ALLOWED FOR MAINTAIN 1" AIR DISCREPANCIES UP TO 2'0" IN ANY MEASUREMENT. � SPACE BETWEEN 5) BU LDINGALL KCODE,SHALL NEW YORK STATENCE WITH THE NEW ENERGY CODE AND AORK STATE NY OCAL CODEOSR PREVENTION AND AND INSULATION AND REGULATIONS HAVING JURISDICTION. CONTRACTOR SHALL ARRANGE ALL NECESSARY PERMITS AND ��� UNDERSIDE OF ��O R:30 INSPECTIONS INCLUDING THE CERTIFICATE OF OCCUPANCY. — CIA 125 �� -- ROOF SHEATHING �� s 6) CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING i�� - CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION AND MISALIGNMENT ACCORDING GAG TO APPLICABLE CODES, STANDARDS AND GOOD PRACTICE. GAG i ii i SHIP LAP 7 CONTRACTOR SHALL DISCONNECT, CAP AND RE—ROUTE ANY EXISTING WATER, SANITARY, OR UTILITY 1 —6 Attic Space 1 -6 `L+ INT FINISH LINES IN AREA OF NEW FOUNDATION AND SHALL USE HAND EXCAVATION IN AREA'S OF SUSPECTED 5 p UNDERGROUND UTILITIES AND SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED THE CONTRACTOR 5 R: 21 1 5 WILL REPAIR AND REPLACE OF HIS WORK. THE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER INSPECTION 2x10 CLG JTS, 16"OC 00 — — — — 8) THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALL LOCAL FIRE DEPARTMENTS REQUIREMENTS AND REGULATIONS, PROOF OF WHICH SHALL BE FURNISHED TO THE FIRE MARSHAL C-) PRIOR TO THE INSTALLATION OF SUCH MATERIALS AND PRODUCTS. 9) MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES, LIGHTING, COURSING,TYPE X GWB DIMENSIONS HEIGHT, ALIGNMENT, ETC. MOVE AND RE—LOCATE ANY PARTITIONS, WIRING, PLUMBING AND DUCTW,ORK F THAT MAY BE CONCEALED IN WALLS OR CEILINGS BEING REVISED, TO PROVIDE A COMPLETE JOB IN THROUGHOUT ALL RESPECTS FL 4 p GARAGE SPACE 4 O tOr S a 4 10 PROVIDE ALL BLOCKING AND SUPPORTS A � ( PROVIDE �" I R: 15 ) S REQUIRED FOR FRAMING OF NEW AND EXISTING AREAS. PLYWOOD FLOOR, FLOO I ISH 0 E LEC INSTALL AND REMOVE (AFTER COMPLETION) ALL TEMPORARY SUPPORTS, HEADERS AND DUST RAID HTG M SCREENS TO ADEQUATELY SUSTAIN ALL LOADS AND PROTECT EXISTING WORK FROM DAMAGES OF � � PROVIDE PULL I ANY KIND, INCLUDING DUST. Garage Space DOWN STAIR 4 ACCESS AS PER 00 11) FLASH, CAULK AND SEAL, ALL JUNCTIONS OF NEW AND EXISTING ROOFS, WALLS AND PENETRATIONS 6" CONC SLAB CODE TO FORM A L FLASHING WATERTIGHT ASSEMBLY. AL 6 MIL VAPOR BARRIER TO BE 16 OUNCE COPPER SHEETING UNLESS NOTED OTHERWISE, AND 4" RCA BASE R: 21 EXTEND AT LEAST 8" ABOVE INTERSECTING SURFACES. 12) ALL ELECTRICAL WORK SHALL CONFORM TO RULES AND REGULATIONS OF THE NATIONAL ELECTRIC Q0 HH (.0 Q0 N N N N N N I CODE AND N. Y. STATE BOARD OF FIRE UNDERWRITERS. THE FINAL CERTIFICATE OF APPROVAL MUST I on 2 BE PRESENTED TO THE OWNER PRIOR TO FINAL PAYMENT. V,b•,.yq;;�,gw•go�;�q,e�b•e(R, paeZR!ypb• .�A?e�,*•'{Q>��• .';.{II;;�b•e{R,r�b•wwq:yp•�b•elq,.,�v;N•A.y;,{A. ;•eyq,+,fib `� Crawl Space 13) ALL STRUCTURAL LUMBER SHALL BE DOUG—FIR #1 GRADE HAVING A MINIMUM STRESS OF FB 1000 PSI E 1.5 X 10.6 UNLESS NOTED OTHERWISE. DOUBLE STRUCTURES AROUND FLOOR, CEILING AND TW 28410 R I � OI (3) #4 � OI � 14 AL ROOF OPENINGS. CONTINUOUS IN PIERS, PILASTERS, ETC. SHALL HAVE A MINIMUM STRESS OF FC 3500 PSI AT 28 DAYS FOOTING r� ,�•.�A!.�;.{II! •.{q+�j {A"yfp• >rA+ebb,'{4r�b• g;{q>�•.fga�b•r:gy?'J •.{A!,�bw .�?'e{IIr,� e.,4q,� AND SHALL REST ON UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPACITY OF 2 TONS PER SO. — _ 2" SCREED COAT FT. (3) #4 CONTINUOUS 6 MIL VAPOR BARRIER 15) PROVIDE ACCESS AND VENTILATE ALL CRAWL AND ATTIC SPACES AS PER CODE. (MEASURED IN IN FOOTING 4" RCA BASE TOTAL FREE AREA.) 16) THE ENTIRE PREMISES, INSIDE AND OUT, SHALL BE CLEANED OF ALL DEBRIS AND EXCESS MATERIALS, TO THE SATISFACTION OF THE OWNER, INCLUDING LABELS AND PROTECTIVE COATINGS ON ALL SOUTH ELEVATION LL , BUILDING SECTION B BUILDING SECTION MATERIALS. 17) REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAIVER OF LIENS, SIGNED BY ALL THE GENERAL Scale: 1 /4"= 1 '— 0" A 1 Scale: 1 /4"= 1 '— 0" Al Scale: 1 /4" = 1 '— 0" 18) ALL ITEMS OF—CONTRACTORS AL WORK ADENTIFIED ION THEPDRAWI, INNGS LIERS BDDIN OMETONOTE OR MATER AOLNDESIGNOAR ION ARE NEW UNLESS OTHERWISE NOTED. 19) ALL NEW MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH MANUFACTURERS LATEST PRINTED SPECIFICATIONS AND WITH ALL CODE REQUIREMENTS. 20) ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH BEST STANDARD TRADE PRACTICES. ALL TRADES SHALL COOPERATE TO FACILITATE JOB SCHEDULING AND COMPLETION, 21) PROPRIETARY NAMES IDENTIFYING ITEMS OF WORK ARE USED TO DESIGNATE THE STANDARD OFCONSTRUCTION. ITEMS OF EQUAL QUANTITY MAY BE SUBMITTED FOR REVIEW AND APPROVAL. 22) CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ADJOINING REMAINING AREA'S AS A RESULT OF HIS WORK AND SHALL REPAIR ANY DAMAGED SURFACE TO THEIR PRE—EXISTING 1. Roof Composition:_ CONDITIONS OR AS MAY BE REQUIRED TO COMPLETE THE ENTIRE SCOPE OF WORK. Cedar roof shingles on breather strips, over 30# building felt on 5/8" cdx plywood 6.Wall Composition: 23 INDICATIONS OF WORK TO BE REMOVED ARE GENERAL ONLY, AND ARE NOT INTENDED TO SHOW ALL Provide Board and Batten cedar siding or cedar shake siding as directed b owner, ITEMS WHICH MAY REQUIRE REMOVAL. SUCH ITEMS SHALL BE REMOVED, RELOCATED, AND OR REINSTALLED AS REQUIRED FOR INSTALLATION OF NEW WORK. sheathing over roof rafters (refer to framing plans for sizes & spacing Provide g plywood g y 24) LANDSCAPING TO BE REMOVED AND RELOCATED AS REQUIRED BY THE NEW WORK SHALL BE HAND stain color selected b owner over house wrap, 1/2" cdx I wood on 2"x6" wood EXCAVATED ALLOWING FOR AN ADEQUATE ROOT BALL AS REQUIRED BY PROPER NURSERY PRACTICES. water / ice guard at bottom intersection of roof & fascia and extend past to a Y P� point no less than 24" past interior edge of wall framing and at all roof studs 16" o.c. Wood ship lap interior finish intersections (ie: valleys/ crickets). refer to drawings for additional areas. 7.Floor Composition: N/A 2.Ridge Vents: Refer to floor & framing plans sizes & spacing of floor joints, provide 1/4" plywood Shingle style ridge vent, matching style & color of roof shingle. Installed in strict sub flooring. Refer to floor plans for floor finishes. Align all floor elevations 9-5-1 ISSUED FOR PRELIMINARY BID J. DeLUCA 8-18-18 ISSUED FOR OWNER REVIEW J. DeLUCA accordance with manufacturers specs. Locations as indicated. 8.Foundation Composition: # DATE: REVISION DESCRIPTION: gy; Provide 8" poured concrete foundation walls with 3.Collar Ties: Install 2"x 6"collar ties 32" o.c. (unless noted otherwise) Locations as indicated. Provide 24" x 10" formed, keyed & poured concrete footing with (3) #4 r-bar ' continuous. all pours to be formed using wood or steel forms. Provide damp f B U R K E R E S I D E N C E Bolt every tie, using 1/2" dia. galvanized lag bolts proofing on exterior face of foundation and footing areas. `r � 625 WOOD LANE PECONIC NEW YORK 11958 Provide 6" poured concrete slab with 6"x 6" 10 10 w.w.m. All slabs/ screed coats `:..'+ 4.Soffits & Fascia 3oards: Soffits to be Azek with continuous venting. over 6 mil vapor barrier ' `p ` � a '` ° �' DAMES DE LUCA ARCHITECT provide 1 " x 8" azek fasica board & 1"x2" accent strip over 1 x8 frieze board 9.Slab Composition: 477 WEST MAIN STREET HUNTINGTON NEW YORK 11743 Provide 6" poured concrete slab w/ 6 x 6 10.10.w.w.m for new garage space area. k , TEL: (63i) 36�-�oii 5.Gutters & Leaders_ >> .' <, ' Provide 6" copper half-round gutters & leaders, location to be determined in field, Provide 2 screed coat for crawl space. All slabs/ screed coats over 6 mil vapor P 9 piping rovide undergroundas required by town/ village to new drywell, see drywell barrier on 4 compacted rca gravel base. ' ' DATE: PROJECT: DRAWN BY: calculations if required. ILI COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. THE LICA REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR USE OF SE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. - - - - - - - - - - - - - - - - - - - - - - - - r- - - - - - - - - - - - - - - - - - - - - -, I I i I I I I I I I I I I I I HDU 4 I I I I HDU 4 eat 8„ I o o ro 00 Co Ti Crawl4�: Co Space 17 2" CONC. SCREED COAT 1 / JL 6 MIL VAPOR BARRIER ! 6"x6" LVL POST -' 4" COMPACTED RCA BASE 22'—0 a c ON 36"x36"x12" a/c / � I condensor condensor P.FTG W/ (3) FIJITSU 4 BAR EA WYV co board and batten i ship lap on I HALCYON unit „( I unit # 2x10 ( / 2x10 I interior finish ceiling "� UNIT 00 (2) 1j"x 7j" LVL DROPPED GIRDER 16"0c 16"OC 1 — — 2x1 CT PFOVIDE ELEC A CF �— N 12 16 C 12 o I Storage Sace o J REQUIRED FOR N g I g SUM LINE A/C N _ _ TI_ FLOOR W�ELE RAD MAT _ _ N _ _ option UNIT 7'-8" �? 7'-8" 7�-8" N el: 15.9 1 for switch c0 at 00 PROVIDE ACCESS I I house N m TO CRAWL SPACE \ AS PER CODE PROVIDE 8X16 00 2668 p.dr 00 Of VENTS WITH I 00 METAL SCREENS 00 AS PER CODE I 2668 lQ�" O I Close fiber Ss \ p 1 HOUR FIRE S PARTITION S �- - - - - - - - S - - - - - - - _� _ CW9 00 7'-7" 6>_10" 7,_7„ ' t' er 8'-1 " 6'-10„ a l l 0 0 PROVIDE 5/8" GWB ( v 00 0 � I ? � o I THROUGH OUT ^ Gara Space GARAGE SPACE o I I I I N I I o 070 w Cn — 4 I I I PITCH LAB TO DOOR I o 0 2x10 I X rn = E OXY FINIS 6 SLA 1 00 L1j6" 6" 10.1 W.F. " Slab on Grade 1 Q � _ 16 OC 6" CONC. SLAB O o E o I 0 6 ORI BARRIER I I 6"X6" 10.10. W.W.F. °6 - °a 4" COMPACTID RCA BASE I I I LOWER FOUNDATION ATaco DOOR OPENING 6 MIL VAPOR BARRIER _60PROVIDE ATTIC ^1 I I 4" COMPACTED RCA BASE I x — — — e1: 14�5— PULL DOWN STAIRS Qp — J - - - - - - - - I e� e x' (_0 TW 28410 l e x t I (2) HDU 4 HDU 4 23'—T I 23'-0" �RRRRRRRR��� —,-P'L� N ELECTRICAL P LAN FOUNDATION PLAN FRAMING PLAN Scale: 1 /4"= 1 '- 0" Scale: 1 /4"= 1 '- 0" Scale: 1 /4"= 1 ' - 0" Scale: 1 /4"= 1 '- 0" ELECTRICAL FIXTURES LEGEND STRUCTURAL NOTES 1.THE STRUCTURAL COMPONENTS HOVE BEEN DESIGNED TO 5.THE STRUCTURAL WOOD FRAMING MEMBER SHALL BE STAMPED 10. PLYWOOD SHEATHING AT FLOORS TO BE '/."APA RATED 48/24. =Cr DUPLEX OUTLET; GFI IN KITCHEN AND BATHROOMS; SUPPORT THE FOLLOWING LIVE LOADS AS REQUIRED BY THE NEW AND GRADED AS FOLLOWS: SLOPED ROOFS SHALL BE SHEATHED WITH 5/8" APA RATED 24/0 HEADER SCHEDULE ROOF FRAMING LEGEND 48" ABOVE SLAB IN GARAGE. YORK STATE RESIDENTIAL BUILDING CODE AND REGULATIONS: RAFTERS & JOISTS: DOUGLAS FIR N0.2 OR HEM FIR N0. 2 EXTERIOR GRADE AND WALLS WITH 'fz" ALL MATERIAL FOR WOOD FRAMING TO E3D LIVE LOADS: DEAD LOADS: HAVE A MINIMUM FB OF 1000 PSI STUDS: DOUGLAS FIR NO. 2 OR HEM FIR NO. 2 11. FLITCH BEAMS SHALL BE CONSTRUCTED OF CONTINUOUS FULL A. RAFTERS: 220V OUTLET FOR DRYER SLOPED ROOFS 20 PSF ROOF AND CEILING 15 PSF LENGTH STEEL PLATES BOLTED TO WOOD MEMBERS WITH X" DIA., » » —S— TERRACE/FLAT ROOF 60 PSF EXTERIOR WALLS 15 PSF 6.LVL'S AND TJI'S SHALL BE AS MANUFACTURED BY TRUSS JOIST BOLTS 24" O.C. STAGGERED. NOMINAL LUMBER SIZE SPANS 2 X 10 RR, ® 16 O.C. DECORA STYLE SWITCHES BY `t_EVITON" FLOORS 40 PSF INTERIOR WALLS 10 PSF MAC MILLIAN CORP. LVL MEMBERS TO BE 1 3/." X WIDTHS OR (2) 2X6 UP TO 4'0" "DIM" : DENOTES DIMMER SOLID PSL MEMBERS OF THE SAME SIZE. PROVIDE TJI BLOCKING 12. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ELEVATIONS. B. RAFTERS: "3" DENOTES 3 WAY SWITCH 2.CONCRETE SHALL BE NORMAL WEIGHT WITH A MINIMUM BETWEEN JOISTS OVER ALL INTERIOR BEARING WALLS AND DO NOT SCALE THESE DRAWINGS. NOTIFY ARCHITECT OF ANY (2) 2X8 4'0"-6'0" COMPRESSIVE STRENGTH OF 3500PS1 IN DROPPED BEAM SUPPORTS. DISCREPANCIES BETWEEN DRAWINGS. 2" X 8" RR, @ 16" O.C. "4" DENOTES 4 WAY SWITCH 28 DAYS. (2) 2X10 6'0"-8'0" O 7.PROVIDE TWO STUDS EACH END OF ALL BEAMS UNLESS NOTED 13. PROVIDE SOLID BLOCKING BENEATH ALL BUILT UP POSTS. (2) 2X12 8'0"-10'0" HI—HAT : OWNER TO SELECT, WATTAGE AND MANUFACTURER 3.ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED INORGANIC OTHERWISE. C. RAFTERS: SOIL AT HAVING AN ALLOWABLE FEARING OF 2500 PSF. 14. PROVIDE 2" CLEARANCE FROM WOOD FRAMING TO MASONRY *NOTE: ALL SIZES CALLED OUT ON ANY OF THE 2A X 6" RR, © 16" O.C. �$ WALL SCONCE OWNER TO SELECT MANUFACTURER &STRUCTURAL WOOD FRAMING USED IN EXTERIOR APPLICATIONS OR FIREPLACES. 4.EXTERIOR FOOTING SHALL BE AT _EAST 3'-0" BELOW GRADE OR IN CONTACT WITH MASONRY OR CONCRETE SHALL BE CCA FOLLOWING DRAWINGS WILL SUPERCEDE THIS ON ROCK. PLACE FOOTING ON INORGANIC UNDISTURBED SOIL OR PRESSURE TREATED LUMBER. 15. ALL STEEL BEAMS AND FLITCH PL'S TO BE ASTM A36 STEEL. SCHEDULE. HANGING FIXTURE : OWNER TO SELECT MANUFACTURER SOLID ROCK WITH A MINIMUM BEARING CAPACITY OF 2500 PSF. HF STEP FOOTING 1' VERTICAL ON 2'HORIZONTAL. 9.PROVIDE PREFABRICATED GALVANIZED STEEL HANGERS AT ALL 16. PROVIDE 1" +/— NON SHRINK GROUT BELOW ALL BEARING AND RIDGE BEAMS, HIPS VALLEYS: EXTERIOR WALL MOUNTED FIXTURE, FIXTURE TO BE FLUSH FRAMED MEMBERS. HANGERS SHALL BE THE BASE PLATES. � WATERPROOF, OWNER TO SELECT MANUFACTURER APPROPRIATE RIATEIED SIZEBER FOR ROF FTHE SURSORTED MEMBER WITH THE 1 1/." X 11 7/8" MICRO LAMS, U.N.O. PROVIDE VENTING AT ALL RIDGES ® SURFACE MOUNTED FIXTURE; OWNER TO SELECT SM MANUFACTURER 100®FM CEILING EXHAUST FAN (SEE PLANS FOR CFM RATING) =�:© GARAGE DOOR OPENER SD SMOKE DETECTOR: CARBON MONOXIDE (SD/CM) PHONE PHONE LOCATION CABLE CABLE LOCATION 0 LOW VOLTAGE (PIN SPOT) +,_1,CEILING FAN LOCATION zgA FLOOR DUPLEX OUTLET Et EXTERIOR SPOT LIGHT LOCATION 7 �I FLOURESENT FIXTURE NOTE: 8-16-18 ISSUED FOR PRELIMINARY BID J. DeLUCA SMOKE DETECTING ALARM DEVICES SHALL BE PROVIDED OUTSIDE EACH SLEEPING AREA, IN EACH SLEEPING ROOM AND ON EACH FLOOR LEVEL (SHOWN ON PLANS AS ; SD) # . DATE: A REVISION DESCRIPTION: BY: AS PER STATE CODE R:317/ AJ102.3 NOTE: � . �"",� , BURKE RESIDENCE ELECTRICAL PLANS TO BE USED AS A 625 WOOD LANE PECONIC NEW YORK 11958 DIAGRAM, CONTRACTOR TO FIELD VERIFY ALL y,V„ . �,w,�, SWITCH AND FIXTURE LOCATIONS WITH OWNER ON SITE PRIOR TO INSTALLATION. J A M E S D E LUCA ARCHITECT � ; � ;;�' `�' . •, '" �� . COORDINATE CABLE, PHONE AND REQUIRED 477 WEST MAIN STREET HUNTINGTON NEW YORK 11743 OUTLETS AND SPEAKER LOCATIONS WITH I y TEL: (631) 367-7011 AUDIO/ VIDEO CONSULTANTS. DATE: PROJECT: DRAWN BY: COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. THE DUPLICATION, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR USE OF THESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. __.---_..._..._._-,.-.-__--._-__,._-.,__.-„______.._,._,_.__._ ,",_...,,__.__.__..--..-,_ ...._..._....__..__.-,._,- ... .. .._.._ ... _-_-.-- __,.. .,.._.-_..._.___.__.._._._ Table 3.1 Nailing Schedule Table A•3.4 Uplift Strap Connection Requirements Roof-to-Wail Table 3.10 Roof Sheathing Attachment Requirements for Wind RIDGE TENSION STRAP ,�X4�ontinunue p- p q ( Exposure q Ex osure B z.SrA-xS, USE -8D NA.ILS • ' Wall-to-Wall,and Wall-to-Foundation) Loads Later- ., e , #t..Q'o n, ,. ''Truss or:Ceutn 1oi4t ' IN EACH END AT EACH 2„i�d�i0i"If{ t g, Number of Numberof (Prescriptive Alternative to Table 3.4) ROOF RAFTER, REFER - TO TABLE g.q FOR OF j�/�( �' O.G.1 , `' 2-10d Jjfal _ . able IEnd•Trus,_'- Joint Description Common Nails Box Nails Nail spacing Dead Load Assumptions:Roof/Ceiling Assembly DL=15 psf 700 yr.Wind Speed 3-second gust{mph) 110 115 120 130 ia0 159 SG9 170 280 19S NAILS REQUIRED JGI 11�1 - �i� 11 vi1 . ROOF FRAMING ..�11 ®" ' 700-yr.Wind Speed 110 115 220 130 140 150 160 270 180 14517EfL�Ci I ED t Rafter to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per rafter S R CTIJRAL SHEATHING 3-second gust{mph) E F E F E F E F E F E F E F E F E F E F J 1� DOM`t••A•! (� 0.8d Nails Ceiling Joist to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per Joist Ceilin Joist to Parallel Rafter Face-nailed see Table 3.9A Roof S an Number of d Common Nails or 10d Box Nails • g ( ) ( } (see Table 3.9A) each lap Framing Spacing(in.) p in Each f d of 2-1 4'x 20 t z3° Rafter/Truss CeilingJoist Laps over Partitions Face-nailed ) (see Table 3.9A) each lap (ft.) / ' gage Strap Sheathing Location' Framing Rafter/Truss Maximum Nall Spa ng for 8 Common Nails or 10d Box Nails(inches,o.c.)_ . r.,, p ( ) (see Table 3.9A - Collar Tie to Rafter(Face-nailed) (see Table 3.6) (see Table 3.6) per tie 12 1 1 1 2 2 2 2 3 3 4 Specific Spacing(in.) , Blocking to Rafter(Toe-nailed) 2-$d 2-loci each end 26 1 1 1 2 2 2 3 3 4 4 Gravity,G _ i I 8d-Cooler ' at 1A"o.a ' y' Rim Board to Rafter(End-nailed) 2-16d 3-16d each end 20-,;, -r:�, i';" : 2 `,'.2 2 ,. n;3 ";. ,, 4'-tt'„' (,. ":>e', ' 't;5�:``t. 12 6 12 6 12 6 12 6 12 6 12 6 12 `ER a n"' I ''6 12 6 12 6 12 6 2•x4 .81on1ciiallad:to each 16 2d`el, ,, 1 ^ ,2 „ 2' S '- 3 ." _-;`°4'"; N"',4-, . - 5. `6 16 22 6 12 6 1 6 12 12 6 12 6 12 6 22 6 12 6 I r WALL FRAMING.. ::".'.'.: =,':'„ 0.4 2 I1lface'lflith 4'=18d.pHU9 I. 1:,?' . ,_ 28 ;1.4... -4,,•:, ,. ,2.,, 2 ''" ,;•3 3,.:; ;,.A¢;",::": `,.,` i:•,'<.: ,''; :: '` .3".7i a 19.2 12 b 22 6 6 12 6 2 6 12 6 12 6 12 6 12 12 Top Plate to Top Plate (Face-nailed) 2-16d 2-i6d per foot 32 1 2 2 2 3 4 a 5 6 7 24 6 22 6 12 6 2 B 12 6 i 6 12 6 12 6 12 6 12 6 12 6 Qyp¢t�t+Id08fd •' Top Plates at Intersections (Face-nailed) 4-i6d 5-16d joints-each side Interior � . , •' ', TYPICAL GORNEf? i sd Cooler jilAi.'Jair ll . 2b cj�ge sire 36 2 2 2 3 3 4 5 6 7 8 12 6 it 2 6 12 6 12 6 12 6 12 12 6 12 b 12 6 6 12 P Stud to Stud (Face-nailed) 2-16d 2-16d 24"O.C. 1 Prescriptive limits are based on assum lions i i Table 3.4. 16 6 1 6 12 12 6 12 6 12 6 2 6 12 6 12 6 12 6 12 p P O.a2 - : I1(1 3d Nang Header to Header(Face-nailed) 16d 16d 16"o.c.along edges 2 Tabulated uplift connection requirements assume a roof and ceiling assembly dead load of 9 psf(D,6D x 15 psf=9 psf). if a ceiling assembly 19.2 6 1 6 12 6 12 6 12 6 12 6 1 6 12 6 12 12 6 12 TiE-pOhfN PLAN ©ETAf L 1 '. � • - j Top or Bottom Plate to Stud (End-nailed) (see Table 3.5A) (See Table 3.SA) per stud is not present or if the ceiling assembly is not connected to the roof assembly,the tabulated number of nails shall be increased by 1 nail at 24 6 12 6 12 6 12 6 12 6 12 6 22 12 6 6 6 6 6 RIDGE BEAM flit NONE j SmIlwaii Stud!!, 12 6 12 1 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 { Bottom Plate to Floor gist,eand;:oist,End'oist 2-16d3'z 2-26dt z each end of the strap. ; . J 1 perfoot 0 49 16 6 12 2 6 12 6 12 6 12 6 6 6 6 6 6 6 6 I or Blocking(Face-nailed) 3 Minimum ASTM A653 Grade 33 steel strap. 19.2 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 4 4 RIDGE TENSION STRAP DETAIL • •' • • . . ' . • 4 For Jack rafter uplift connections,use a roof span equal to twice the jack rafter length.The jack rafter length Includes the overhang length 24 6 12 6 2 6 6 6 6 6 6 6 6 6 4 4 4 4 4 ( • : .. FLOOR FRAMING , : ."-, Perimeter Edge Zone p (,� I , ' 1. and the span. 12 6 12 1 6 12 6 12 6 6 6 6 6 6 6 6 6 6 �Y/fJ� 6(Z 57 YV r _ Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-10d per joist .�..��...,' t 0.42 i6 6 12 6 11 6 12 6 6 6 6 6 6 6 6 6 4 4 4 4 y d d d ~ "�-�� Bridging to Joist(Toe-nailed) 2-8d 2-10d each end Table 3.5A Top and Bottom Plate to Stud Lateral Connections Ex�osure 19.2 6 12 6 6 6 6 b 6 6 6 6 4 4 4 4 4 3 3 .. �,• ,_" '='PREfl,:FI.EGTED F�g l�&�a .C®�'ti 4;braeing':'gable eltidwai�; ^ . Blocking to Joist(Toe-nailed) 2-8d 2-20d each end for Wind Loads e��a 24 6 6 6 6 6 6 4 4 4 4 4 4 4 4 3 3 3 3 N"QO�I ts.�.51c I ,. .• , Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block __. Ledger Strip to Beam(Plate(Toe-nailed) 3-16d 4-16d each joist (Prescriptive Alternative to Table 3.5) Gable Endwall Rake or 0.49 - 6 6 6 6 6 6 4 4 LSTA 1.8 � jL6" O.O: p'S Ov��� .] .1 ' .. I. ' Rake Truss with up to 2' � ' ` Joist on Ledger Be Beam(Toe-nailed) 3-8d 3-16d perjoist �' , 6-lOCt NAILS @ EACH END F _ • • ' Band Joist to Joist End-nailed 3-i6d 4-i6d Rake Overhang 0.42 6 6 6 6 4 4 4 3 ' { ) per 700-yr.Wind speed ,. - ST RAP IN�rO STLTI'� ( TYY �« /� m Ai�tGFtOR E30LT _ �'� � Band Joist to Sill or Top Plate(Toe-nailed) 2-16d' 3-16d per foot 110 115 120 130 140 150 160 170 180 195 ST.0 . . . ROOF SHEATHING- 3-second gust(mph) ARD SHEATHING EACH D) l " Pl.A Stud RafterJTruss •• ;� . • : Wood Structural Panels 8d 10d {see Table 3.10 Sheathing Size Minimu Numb of 8d Common Nails Per Support t.':- - 3_/2 CDX ]F_: .1 F RIOR ' Spacing Wall Height(ft) Required Number of 16 Commo Nails or 40d Box Nails per Stud to Plate Connectiont'z Spacing(In.) Pp p SHEATHING TO SE' - I Diagonal Board Sheathing (in.) 1x6or1xSSheathing 12-19.2 2 2 2 2 2 2 2 2 2 2 NAILED TO SOX CAW 1"x6"or 1"x8" i 2-8d 2-10d per support ', 1"xl0"or wider 3-8d 3-10d per support 8 2 2 2 2 2 2 2 2 1x20 or Larger Sheathing 12.19.2 3J 3 3 3 3 3 3 3 3 3 . CEILING SHEATHING E N ! • - • '• •' • • . • I NUTS 10 2 2 2 2 2 2 3 t �P�R ` ,,, „<,- ail spacing at pane edges(in.) +. ,_„ ., Gypsum Wallboard I „ 12'''.'; :,,2. : 2 yp Sd coo era 5d coolers 7 edge/10 field ? ? ? 2` 2 3 ;• F Nail spacing at intermediate supports(n the panel field in.) 16 1st I ( s WALLSHEATHING "', •• - i 1 for roof Sheathin within 4 feet of the erimeter ed a of a oof in i i .5'< `Z':: z,;r y -'~2 g p g th r cud ng 4 feet on each side of the roof eak the 4 foot perimeter edge 3 3. f3. 4. P P Se . Wood Structural Panels 8d 10d (see Table 3.11} " zone attachment requirements shall be used. rl _ •,,, 18 2.' 2'. . 2 3 3 4 4 f 0 Jei 4WR BOLT `'- ..-- ... Structural Fiberboard Panels 2 For wind speeds greater than 130 mph,blocking is required which transfers shear load to two additional joists(2 joists total). - ' 1/2" 11 ga.galy. roofing nail 3"edge/6"field 20 2 2 2 2 3 3 3 4 -_ . _-....-._ _....... .............. ....... ._...........---------'_..__,....,,.""-,..-_...,...__"---------------------.._,_..------- tl� `[J'06AL G,QRNER I {0.220"xl-1f2"long x 7/26"head} 1 Prescriptive limits are based on assumptions in Table 3.5. Table 3.11 Wall Sheathing and Cladding Attachment Ea(p®sure n - • TIE-DOWN SEGTfDN DETAIL '-` '2 Tabulated framing loads and connection requirements shall be permitted to be multiplied by 0.92 for framing not located N ;• I 25J32" 11 ga.galy. roofing nail 3"edge/6"field Requirements for Wind Loads . (0.120"xi-3/4"long x 3/8"head) within 8 feet of corners. _ _ '. ' '` _44 AMi NONE s i Gypsum Wallboard Roof .. •. . ' � 'i Sd coolers Sd coolers 7t edge/10"field Table A-3.6 Ridge Tension Strap Connection Requirements for V ®�N®r� [3 700-yr.Wind Speed 3-second gust(mph) 110 115 120 130 140 150 lr9 170 180 19S :.?I I - Hardboard 8d 8d see Table3.11 Wind x ig Particleboard Panels 8d 8d (see manufacturer) STR CTURAL SHEATHING r . (Prescriptive Alternative to Table 3.6) r' ;j 2•-16d COMMON . Diagonal Board Sheathing Dead Loal Assumptions:Roof DL=15 psf E F E F E F E F E F E F E F E F E F E F wSIM' .�/Ny T1L �i N �Z��2C NF�D R�R p g p I NAILS, ® E7 Q,c. 1"x6"or 1"x8" 2-8d 2-10d per support ___ t Stud Spacing 3 , • . Sheathing Location Maximum Nail Sp cing for 8 Common Nails or 10d Box Mails(inches,o,c.yz' fps 1"x10"or wider 3 Sd 3-loci per support (inches,o.a) FOI� �LL. L.ElV6i'N 700-yr.Wind Speed i 5E,�'i 210 115 120 130 140 150 160 170 180 195 FLOOR SHEATHING 3-second gust(mph) 12 12 6 12 6 6 12 6 12 6 12 6 ?2 6 12 6 12 6 12 ss• i OF STUD . - �-.STA 3OGLD 1a5 .O:C..'PROVIDE I . - Interiorione 16 6 2 6 12 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 � i i ' Wood structural Panels Roof Span 3,3,4,3,6,7 6-loci NAILS @ EACH END OF TRUCTUP L • '- Roof Pitch Number of 8d Co on Nails r 10d Box Nails in each end of 1-1/4"Stra 24 6 12 6 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 . - + ) 1"or less 8d 20d 6"edge/12"field ft / 22 6 12 2 6 12 6 22 6 12 6 12 6 12 6 12 6 12 6 12 STD IW'r0 ST UI] C ZAP � i ' I �I�� -t)i'Q l greater than 1" 10d 16d 6"edge/12'field 12 1 1 1 2 2 2 2 3 3 a • Diagonal Board Sheathing Perimeter Edge Zone 16 6 6 22 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 ,. �'+�CH -[Jr))ST .• - 16 1 1 2 2 2 3 3 4 4 5i.y.... 1"x6"or 1"x8" 2 8d 2 10d per support 20 2", ,2' 2 ",z,::. �111 ;3,,'; A ,;4` .. ... BLOa✓KIi�l6 rn';r4 24 12 6 12 6 2 6 12 6 12 6 12 6 6 6 6 6 6 6 6 .� ��-•.•---.•.....•_r...'L. '. ', cA,� �'-'A, •� Ep"gyp�a 1"x20"orwider 3-8d 3-10d per support 3;12 Z4 °: 2 :'2 2 3 :4; d'`f: 5 y"Ifi,.: BOAR SHEATHING or LAPSiDING ' z.IwrVV. pig I "I ., •. Nailing requirements are based on wall sheath in nailed 6 inches n- n r h 26 2;= <12: :3^: 4', ='""4 ;, ',;'is r,°: ,r°6 % ' ;7,: 8 • g q g o ce to aft a panel edge.Alternative nailing schedules shall _ ., :.-,. d:a .< „. . ,.,. Sheathingsi:e Rafter/Truss spacing +. tfi be used where wall sheathing nailing is reduced.For example,if wall sheathing is nailed 3 inches on-center at the panel edge to 32 2 3 4 5 6 7 8 9 Minimum Nu berof 8d Common Nails or 10d Bcx Nails Per Support . i �: '¢. OF FLOOR.TO•IST QU COl1F'I.E. (inches,o.c.) e obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shall be 3( 3 3 4 5 6 6 7 8 , 2x6 or Sheathing 12-24 2 2 2 2 2 2 1 2 2 2 I. used to maintain the load path. 12 1 1 1 1 2 2 2 2 3 3 r MT - z 161. 1 1 1 2 2 3 3 4 2x10 or Larger Sheathing 12-24 3 3 3 3 3 3 3 3 3 3 .,•.. .-.- - .: ,. , ' When wall sheathing is conti;wous over connected members,the tabulated number of nails shall be permitted to be reduced to . , ,. • 1-16d nail nr r font- ^20 1 -2- .2', 2 2 ,:3 r.4 4" '$ ' E - Nails acin at anel ed es in. 4:12 2t , 2' 2`, Z''4 2 I 3 `-4`;: a.` 3; ; 6 n;, P g p g I ) . Table 3.2A Sill Plate to Foundation Connections Resisting "" :, F - Nail spacing at intermediate supports in the panel field(in.) • • - 28 2 2 2 3 3: 4= 4'`f -,, _- 6 •,7,` Exp®sllfl"t� :' _ ' -' _ ,, _ _ MIN. BF A TNG ON Shear Loads from I�Vind* � ' t f ., .. + 3i 2 2 2 3 4 4 5 6A 6' 7.. FRAMING SURFACE ` �'AS'I' NErf' "°`;' 36 2 2 3 3 4 5 5 G 7 a 1 For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall be used. `__ (Prescriptive Alternative to Table 3.2) '- �-'.,,,.: - . 12 1 1 i 1 1 2 2 3 2 Tabulated nail spacing assumes sheathing attached to stud framing members with 0.42 S G<0.49- S'T1 TD ABO BELOW - ''. "- -"'-^° 3 For exterior anal siding,galvanized box nails shall be permitted to be substituted for common nails. 700-yr.Wind Speed 3•second Qust tmph) 11D 115 120 130 140 150 160 17D 180 195 16 1 1 1 1 2 2 2 3 3 P g'g p `FLOOR FIZAMING '• - - ` 2U. 2.. r It ( ii Y o,,. Building Dimension _ '1-, -7 'i'• •Y., , ••1r. Anchor Bolt Foundation t '. Dt?. Id .!, 2 Sc y . :, 1 Per endicufartoSill N mbero BoksRe uir din ill t.x,3.+ 5:12 24•'.' '.,`2-''. +._r.2' "„2 ^'3-''* ,9-• ' ::..36::z' :`4`�,= xf$<.`'°„`z ,e•, Size Supporting p 4 e S Plate 7 �, ,---- --- - -- _. Plate ft . _ ,. .. ,. . j,• ,28.," 1 , f 2 2- 4 2 3._., r . , 12 -2 < ..2 ..Z 2 ' - ,..2 ',3' ..-:3 .. ,-a .- • , . . , 2. 3.. //, 161. 2 2 , >'� 3 , , .. 32 2 2 2 2 3 3 4 °. ._ ., " 3E. 2 2 2 3 3 4° �a .�a aE� ��: n i oor• : a4 F5 '6 "2 13 6 7 •• ) ,.:. . 24 _. ..-,.,. 3 „3,.,: .,. 3 4 4 S S 6 12 1 1 1 1 1 1 2 2 2 2 $TRUE 1 MfR �;���UMN Mi1V4/HDI'riP•M1f+ra 28 3 4 4 5 6 6 7 8 16 1 1 1 1 2 2 2 2 3 3 . . 32 4 4 4 s 6 6 7 8 9 % 20 -.:1< -;T. .:2,.. .,2 . .,.1.'- �.'t - •• ` c .. Roof&1 Floor ... ,. , . .. ..,...., ,�, 1. .. l"LTs. 36 .4 't4 4' 6 6.. 6. ,__7,', .gTet10. . 6:12 ?J i i 2. 2".' 2.° 2. ;3.;:s., 3'' 4 4 .w6;:, -"',,`' "" ': 'till , F'.X7'E ALL - - So .`.''' 5, �.. ,.6 , 7,-„1., 8.'. 9 10- -:111st .. ;T, :. 3. 2 2.: 2 2. 3... 4.wr=., Sc. . ; �. .. - ..3;. 4. RI R W60 6 6 7 8 9 10 21 1317 SHEATHING v j� - 70 7 7 89 SO 12 13 15 20 - 3/ 2 2 2 2 3 3 4 4 5 6 t ilIaiad3 ,' - '" 'Fj'w; !80 7 8 9 30 12 13 5 17 22 1" 1 1 1 1 2 2 2 2 "`' ;1 - 20 3. 3 .4: 4 yS :S '^,7 '''.7` ,9 z z 2 3 ......,... .. LSTA3C.)Gcr� 16" O.C. PROVIDE ` - G",i •71 .. ,., : ,r:,. 24. ,:.a` 4 4 ,,,5 ,5., °,6' ;.'P. -"9'"" '_'lb 1r, 1 1 2 r 2 "-t`'.. ',�4:e a,-.$utCkPa4f ir'Jq 4 z� fi, 6- Q f.."I k. . 1 , ,: .. 1''' `:i '1 :2`>' 1 d. NAILS EACH END OF , 9 S8 s 7:12-12:12 �,F 32 5 5 67 ."1. "`'2 '2" 2 -I.2, -3�e' "3 5"3'j '4i' . •i•�Tr T71 Thmaded "'i 8 9 10 "12 1st STRAP ii� �`O SZ�J 1J Z�P 11 . ?,k' Ha! 36 5 6 6 7 8 9 10 2 13 15 r2g" 1 2' Z �MDU_ 2. 3 �3.' � 1 4' r r DTT2t. Roof&2 Floors :s' "x - .L'S ifJ 40 6 6 7 8 9 10 1 1 1st 17 32 2 2 2 2 3 B 3., 4N N,.,4' S:5 ,1 •EACH STLTD� INSTALL BE prloiftd �; . ' Moszutacturinq •� $�- U.S.Patents -,_,,,,,,,so -,: 7 8 8 10 11 ,13, 4 16 18 21, 36 2 2 2 2 3 _ 3 `" 4 ., 4 N 5 <. A 6 S. •.TV�F.N MUD SILL AND TOP ?urp4ses , `f'': r - - _ 6.112,495 and 8U f,:3;. 9 '1',10''. " i1 :'13 SS ,ii'�` `�14- '.`�21 ',',25- :: steses "' ti,.-" r ' 'X w, �' t 5,979,130 ' . . W. . . ,, 1 Tabulated connection requirements shall be permitted to be mu tip led by 0.70 for framing not located within 8 feet of building OF FOZ1rTDATIO1T WALL (� f s6`kr 70 10' SLY 21 3• 15 i7 20: 22. 25` 29 n0 r iHrC+y) V` 80' 11 12,% ;13 15 '17- 20' `2 `'25':" 8 ,33`- corners. ,,,.,4, .,......-_,,,.,,-.,,-,�.. t" . �,,y,. `' 4d e' row _ i•'it .1�:..�� CS- { wa 28 ' 5 6 6 7 8 2 11 12 1 16 ,y 2 Tabulated connection requirements are based on total uplift minus the roof assembly dead load of 6 psf(0.6 x 30 psf-6 psf)- TER'MITE SHIELD 5' ;: � ' - �-"_'" " . + 4 g P spacing, g p spacing,multiply G G g: n ["";,32 6 7 7 8 10 1 12 14 is 18 3 Tabulated con nectioi requirements are based on a 12 inch ridge strap s acin,for different ridge strap s acin multi f the tabulated r -' . ' ,• •" 2• OVER SILL SEAT-FRS :< `- ? .-.: (_ 36 7 7 9 11 12 14 15 17 20 � • - •'' ' ���:A"' - I"" ^ 8rin �'e''i� r'':',,�^ 40 8 10 12 13 15 17 19 22 b he a 0 late mul w: ;: ,;a �n00 Roof&3 Floors -; :, „ ., .,,:: -�",.. . .;�;,-.� eSRidge Strap Spacing(in)� 0 12 16 19.2 24 48 � ',3 �n�`h. values er bet 50 20 1 13;' "'JS �i7`, `19„ ._21. ' ,t i4� ,2g,,,; "..:, N Qfr� s MulNpier 1.00 1.33 1.6o z.00 a.00 • - _, g/8 DIA_ ANCHOR BOLT ,:7 jjaa _ t `" f _11 W.r 60 ^ i1'.: ," 12.:','. i 1s: ° : „':�o.,> n `'.;zs' ., a n 76 ;' 13 1st 15 17'" 0^'''Z9", ';26''f ;30;. '';g "'- ::.3, When the tabulated number of nails required in each end of the strap is equal to 1 and the framing is attached in accordance with MIN. EMBEDMENT N� - C7' >: . ' 80 °'`','<:' 1st . :16 17 20 ,23":" 2E; ;-4D" ',34'"- 38"-' ;"'a<t' `` Table 3.1,the ridge strap and additional nailing is not required, „ ss .,,,rs :: Horizontal HDU Offset 2 - W/ 3 x 3 BP WASHER _ <; 4( Typical HDU Tie Vertical HDU Installation ` Anchorage required to resist lateral loads shall be determined in the f undauo design per Section 1.1.4. 5 When a collar tie is tsed in lieu of a ridge strap,the number of 10d common nails required in each end of the collar tie need not exceed between Floors installation the tabulated number of 8d common nails in a steel strap,or the number of 12d box nails in each end of the collar tie need not exceed 2 3 e� OC � �; (Plan View) • _ •• �• - See footnote 7. r -' Table 3.28 Bottom Plate to Foundation Connections(Anchor �■ Q the tabulated numberof 10d box nails in a steel strap. ' Exposures 6 1-1/4"20 gage ridge strap shall be of ASTM A653 grade 33 steel or equivalent. i GRAD -'•++.er.•. Bolts)Resisting Listeral and Shear Loads from Wind Er - ��.,-- -�,,., .-- _ i +:,' T. 7 F rafter 6 n �E • .s :?"For jack r e uplift connections, s a r c use roof span a '�<'e of twice a jack length.The ackra rafter n includes s h ban � _ ,.xr• 4• a:J P , e ft e c de the �ti� =:'k' �.•p 9 1 •length 8 ,'sir:' Y,y.> ,y:" tl;; n >u.t: .�.C ,r't,.'.L .,:y and C - �,.. „r::-:.;:A coati'^.'a:-r. §., ��: -,�.:,, •=:;,: Ab&^Tarim 0 (Prescriptive Alternative to Table 3.2 .}. 1 I�d•LO�q$�•ibs length a h 'a b�, r a3 le and the c s a C 't X r Model:. y-i,: ",!t . 1''. (. )'z , a k :gym JW.: ..Sj 4.,,. Table 3.9A Rafter/CeilingJoi f tit6'`st Heel Jo nt Connection Requirements ;,fA as`. a .'�;. "�:F -�>..V- '�r =!t`C"4F jai"r'<;^n• (,•:, ,�' �� -. q •.l'10�' "�' is,n $1 ,.,s. ..;;a, >.,,. st F -,ten, (r. B ♦ �i F S�, .sa•;,or Exposures B&C and II Win Speeds 1st a d S e s .;Tl`/�� J�;',' bl'f1�: 3, Prescri live Alternative to Table 3.9 a �:. <: ;;z, :'s,f3..S?�°':-:. S IC' ( p ) r-` k ,e n. �, , .. (, .. OwBbleLoad, ''''�:,:, ,T,+, .'1, 'X: y Era, r .+� ,aY.': Maximum Anchor Bolt N: '.•, {j;?�. .. :• .E l ?vf; �, q "Y•p •, n r' a- A chor Bolt Diameter in. ,� 1st" ,t'�, :�,•>s, - li z ,, ( ) t z a Roof Live Load round n w odd •I� - sit. 1,- + d:. i` 9 r Spacing in A G Snow L f w .Z. ..^a�,.T',"i(i-..16._.3I w..1.C16^`":1�i`a.< - r'•,�x�;sa' '3'1�►`„R��,.s�`�.t :��' c::i^',� _,.., t;;..,,., p g( •)' :., 65 ., p>:�; fi•1 f4'': .t 20 psf 30 psf 50 psf 70 sf i'I � £+i7S�<"�` ;.1+1 ' �p H' � r y s. P p P P r ;,r' „1$ Js: A'r:T•:1?Yri1;<^'•:1."�' , 3b 1:4=31?S.d�k :, yr; I� 5/8" 48 Roof S an(ft) :i:. ,. _ ,-5;':';. ,..='r, 4`. I�AJ_' s :w:3' 12 24 36 12 24 36 12 24 36 12 24 3s ' _ HDU/DTT2Z Holdowns • 1 Prescriptive limits are based on assumptions in Table 3.2. M ": r:i :.: . . . Rafter t.z.aps r � i 'X�J A ' -.:- f i.J L. .. r'i� (/-�( .i. 7: ,, _ e .. Rafter Slope Required Num r of 16d Common or 40 Box Nails per Heel Joint Connection t .. ;J: -' V i`: ' 2 When anchor bolts are used to resist uplift,lateral,and shear loads,the maximum anchor bolt spacing shall not exceed Spacing(in.) , .--�, �the lesser of the tabulated values for uplift loads(Table 3-2C)or lateral and shear loads(Table 3.2B). For other anchor 12 3 5 8 3 6 9 X79 9 13 6 12 17 ' •''. •'• ' .. -•. .•-.., " ' ` "`,'..-`''r"``"' ``''s `"' -,_ "-•:"t, '-'''`"' "•'._ " s • Use all specified fasteners.See Genera(Notes. bolt limitations see Section 3.2.1.7 and 3.2.2.3. 3.12 16 4 7 10 4 8 1212 17 8 15 I : • For use in vertical and horizontal applications. 3 Tabulated anchor bolt spacings for sh ear loads assume walls are sheathed in accordance with section 3.4.4.2. for other 19.2 8 12 5 10 14 14 21 9 18 27 • The HDU requires no additional washer,the DTT requires a standard cut washer(included)be installedwall sheathing types the tabulated anchor bolt spacings shall be multiplied by the appropriate sheathing type adjustment 24 10 1 6 12 18 17 26 12 23 34 between the nut and the seat. factor in Table 3.17D,but in no case!,hall anchor bolt spacings exceed 6 feet on center. 12 N 4 3 S 7 4 7 10 5 9 13 • To tie multiple 2x members together,the Designer must determine the fasteners required to join the 4 Lateral connections shall be designed to resist the loads in Table 3S. 16 5 8 3 6 9 5 13 b 17 . , members to act as one unit without splitting the wood.See SIDS Screw information. • See SB and SSTB Anchor Bolts for anchorage options. adz .__-_____.__-__-_________-_..__. _-___-.___-__--"_. --._-__,.--------------,_._---,._-,_.__--_- _--. __,_ _.._____�_'. .. e • SDS screws install best with a low-speed,high-torque drill with a 3/8"hex head driver. ' 19.2 6 9 4 7 Si 6 1 16 7 1st 21 , 2a a 11 5 9 13 7 13 19 s 17 zs T _.:_ _ rt" • Refer to Anchor Designer SoftwareTM'for AC1318 for anchoring solutions. Table 3.2C Sill or Bottom PIa1e to Foundation Connections Exposure n 12 3 3 5 3 4 6 3 6 8 4 7 11 R (Anchor Bolts)Resisting Uplift Loads from Wind 16 3 4 6 3 5 7 4 7 1 9 14 - . s:1z . \�(Prescriptive Alternative to Table 3.2) 19.2 3 5 7 3 6 9 s 9 1 6 11 17I'll 1 / -.. -R/ \ For holdowns,per ASTM test standards,anchor bolt nuts should be finger-tight 24 3 9 4 7 11 6 11 16 7 14 21 I P"i plus 1/3 to 112 turn with a hand wrench,with consideration given to possible future 700 yr.Wind Speed 3-second gust(mph) 110 115 129 130 140 250 160 3.70 180 195 12 3 4 3 3 4 3 4 6 3 5 8 "::; "� "` -- �° -"r "" -T-" ' - -•,-...-. ;,' wood shrinkage.Care should be taken to not over-torque the nut.Impact wrenches x e . .: .` _ .. ... . . .. ......_. . Sill or Bottom Plate to Foundation Anchor Plate 16 3 3 5 3 4 5 3 5 7 10 "Tti rHCP,.CaIiiiicts fl er or. to�doub st0 :at•$_ _err le• "' _ �� ►�. . Foundation Supporting i °•z 7:12 -, ,- .t • ':.-. p ptfltES a i; :,, .•:_. .:c:;,i,,' ' -_ ,`- � tar 1:r<•... Bolt Connection Resisting Size PPo Ma mum nchor Bolt Spacing(in.} -•'' should not be used. g 29.2 3 4 5 3 4 6 3 6 9 8 12 'ltl ffg1tiAI:t1,8: @: _ „(. $ % •. ¢'''` t f 2a 3 s 7 3 s s a a 11 s 1D 1s flN13H:#JCon• tad oYr HCP4 anized: '7 YROVIL�E+ �1 F:,e.CH.. E TE 8'End Zones -9a ! i-i• : 11 R 1-3 stories 72 71 57 - 30 27 24 22 12 3 3 3 3 3 3 3V 5 3 4 6 IN l:AnOI1:'e.',0 9 a11`S - ' 'Ft/iJE"111i:', - - •,:,.' -. r ,C 2x4 -11pfCjfied fieis;.5ee'Gerier"al;fddtes ( ... .: t� C3 2NER ,INT1ERSECTION Interio es 16 3 3 4 3 3 4 36 3 5 8 •`;r'• -0AttaCh%P.••`,., u •-top A •s;'bjrdsrnoM,md mquiredf irtalile oa - ,.�.`'''jji g`it 1 ., ..". � .. _ .. .... ..._ . _ ... .. , 9.12 todD bie" J cis:': `. ' + 1e. . 1-3 stories 72 72 66 s0 42 35 1 26 23 ` ' Uplift loads 19.2 3 3 4 3 4 5 3 7 3 s :: •,;JIl 811 raiterarid'ct cop'llot8: :. ;ng;:Jiafterm�ybe•Slaped ��`':;='•i - e �` : `'` �8'End Zones 24 4 3 4 6 3 9 4 8 12 ,COtll 6' 1-3 stories 72 72 68 s1 42 36 2 z y+ .:pflge�ifl.OrCpde Lists -req.-Ct 4-, •y: -.J!!- .<t" .;yr,• -• - :.F �� , . 2x6 26 23 - ' `L.. _ ~r' -;1�. ,. '. ._ �'. . .. ntertor es 12 3 3 3 3 3 3 4 3 3 5 '-` • . : i #-%k. �S=PL/alil t Dau 1-3stories 2 72 7 60 42 37 34 31 16 3 3 3 3 3 3 3 5 3 4 6 . �f' .. g-iFiM1t:BfC }-r�,p• a - 12:12 :'sn.Pioi3;, pnice3!Inta-Hr • - " LXAGT SIZE) - 19.2 3 3 3 3 3 4 3 4 6 3 5 1 �" .. •Fastentus' ;'uP1 ;; (OWebili;'.-'.':Aiferrabi'e,},. '--'lye :� a .. `: 24 3 3 4 3 3 5 3 5 7 3 6 9 ,Member IABde 1 ° :• ---- ---- A Lobds,-7.. :Coatftp,, . ; :. ,, Sfz3:. :Jle:�':. tlD:y: :Ref.:-. <_. .... "".:. o: - a.. Table 3.4A Rafter and/or Ceiiling Joist to Top Plate Lateral and , .,,- ... =: .'.Ulf+,..:.. ;. `'+ .. .. >.. 2'i a Exposure 1 Heel joint connections are not required when the ridge is supported by a loadbearing wail,header or ridge beam designed to , I r,TO •: >Te ' Tr1�'$Ie a'1B0 ' fifi r Shear Connection Requirements resist the applied loads. % ,--flattj:rs'.;�,;:f'tf�teb'':. -:,..''c. ._2) lift, ::f`: �(Ifift '' IN ,, ` � t� . • . ," (Prescriptive Alternative to Table 3.4) 2 When intermediate support of the rafter is provided by vertical struts or purlins to a loadbearing wall,the tabulated heel joint 2x' :HCP2: -F:fi-10dx14$ 810dx1tfa 2017'` 805'•-''00D�.. ;.1' 0 2611-- i '' �1ie', } ( "" '. Ja!°1�i111t5 IbR connection requirements shall be permitted to be reduced proportionally to the reduction in span. .••4X:" !HC1l--,I;4i 10d - &1 •' 3367:-�1000.' _-2.i357 • 860 . .11-1 "+ .. _ �OIZy • 3 Equivalent connections are required for ceiling joist to ceiling joist lap splices. 1:C9ads-ma riot he 1tiDreasfd_for stiorterm:lcadin _ - • • � F 700-yr.Wind Speed Y 81- _ Hf. i10 115 12D 130 140 150 260 370 180 195 a 2The#iCPcanDeinstallgduii.theinsitle;and"thrputsidpl:tfie�vailrol�ttiia-tiaftiptTom. '" f p 3-second gust(m h)_ Tabulated heel joint connection requirements do not include the additional weight of the ceiling assembly. „ •::: `.- :'(HfP4.simlfel"f: 8-18-18 ISSUED FOR PRELIM INARY BID J. DeLUCA ctfcrd tnissagd 80h1eve bNic83he loaad cBPacitY•, ,'•! • Wall 5 Tabulated heel joint connection requirements assume ceiling joists or rafter ties are located at the bottom of the attic space. U.8-Iiteidt,stli 5 .. seal HCP Insfdfiation' Rafter/Ceiling Joist Number of 8d Com on Nails or 10d Box Nails(Toenailed) •3:.Upliftlo0sl.includa-8 33%-ifid 6Dt:indrmess for @erdiqu or'whid.(Oadln�',':• .. I An Height When ceilin oists or rafter ties are located hi her in the attics ace,no attic store a is assumed and the tabulated heel joint ' ..: .. Spacing In. g 1,z,a,, 81 $ p g 1 `;-n9 luithec licre?iSe allow d'rBduce ihe)Bvthscaoads 9nviirn,'-:�r ..: ., • :;: • ;.4f;:.•.:> �_ ' ,: #, DATE: p g( ) RepwredmEac Rafters /orCeihngJoisttoTopPlateConnection f. >, r ^"''`: •' '':;'': j REVISION DESCRIPTION: 1. ft. connection requirements shall be increased by the following factors: M =' - _ BY: J• 8 2 2 2 3 3 3 3 Ceiling Height/Top ;,r ar' �ix918 12 Heel Joint Connection t, ,a A' Fi ,nia f. R�tDax B U R K E R E S I D E N C E 10 2 2 2 2 3 3 3 3 Plate-to-Roof Ridge v , ? wH8lRisr411D01 Adjustment Factors � 1�Bmae r t 8 2 2 2 3 3 3 3 3 xR g ( J a) w.1 •„ ... "fi' Height H H n 10 2 2 2 3 3 3 3 4 1/2 2.00 ;RATERiAi- j$ 0, e,` 'u. •� t 16 ;' r:3^F�-',: �' WOOD LANE P T T gave f!NlSH:Galvanized , U.B. alest �tr•�•'�';'`), �:�'•;�`��:`°`-•�. asp � �i ; � 625 E C O N I C NEW YO R K 11 8 8 3 3 3 4 5 5 5 5 r 1/3 1.50 IVISTALMON:•ft all Specified fasteners.See General Notes. `' 'x��:''''--i,�r 9 5 24 10 3 3 3 a s s s s On and of ridge-use optional diamond holes to secure the Hf#C. "' '-''" 1t '� ?? 1 Prescriptive limits are based on assumptions in Table 3.4. 1/5 1.25 Bend face tangos back flush wail ridge,pint complete mailing; ��+pv ti cf� . f . 1/b 1.2D •On lace of f�a e-ad m Correct height and Install mflNs. �z.-_� :' t:.°� c� ,� J A M E S D E LUCA ARCHITECT 2 When ceiling joists are installed parallel to rafters,the sum of the toenails in the rafter and ceiling joist shall equal or exceed 9 ! 9 `. Typical RRC l.r-B' •' FID iirL.Illvl •) ( t {"r t- thetabulatednumber of nails required. 1/10 1.11 .Double bevel-cut hip members to achieve full bearing capacity, a Installation HRC1.81 Tp� 7 J1 � ,,. `'7 477 WEST MAIN STREET HUNTINGTON NEW YORK 11743 Note:lateral deflection of the rafter below the rafter ties may exceed 3/4 inch when rafter ties are located above one-third of The HAC maybe sloped to 45 with no reduction in toads. an the end a j,: 3 To avoid splitting,no more than 2 ioenails shall be installed in each side of a rafter or ceiling Joist when fastened to a 2x4 Y rM -' ' top plate or 3 toenails in each side when fastened to a 2x6 top plate, the top plate-to-roof ridge height,HR,or when He is greater than 2 feet and may require additional consideration. CODE$:See page 10 for Code Listing Key Chart, 01 a Hdge • Tfi1S j" -' ,I � . TEL: (6 3 1) 3 6 7-7 0 1 1 4 Copyright 0 American Wood Council.Downloaded/printed pursuant to License Agreement.No reproduction or transfer authorized. . +' z,.. • e" rr' Where top plate-to-ridge heights exceed 10',they shall be adjusted as follows: tlau Fir mlibl La Pin Spninble Loh r: ('.;' _ AMERICANWOODCOUNCIL Mods Member sin IaSIBAeff DBMN La ft SOdB - A,�r 8 ""�i PROJECT Wall Height 8' 10, No. Ri Carrying EachUll tipflif UpiiR Ft Roof Ar0 ear Saar Roof D Itft floor ti101a Ral. y ? s-V ....� 1. i` -p DATE: � pp Up �.�t,,. _� DRAWN BY: Top Plate to Ridge tglamhet N! 88 (15 100 1 1 133 a itl 15 125 `_-; t., 1 ^� s 2 >",'` Adjustment Factor 2x of „ '-1 - *t ^ * f Height(ft) 250 &oS 120 780 9 's ._¢. , �� "" •HRCt.S11+'/ie1S4,�0 16tOdxltfz 2-10dx1� 6950 240 290; 720 830 900' 210 ,.c:• �,;�y_; ,-t, COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. is, 1.15 1.25 2UpUftloadBitwhtdea9376and60%incrBasefareartlt TH UPLICAT REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR is, 1.15 1.zs '1,Jilbwabte toads shown are for each hip.Total load cartled gake or wind - , zo' 1.40 1.so by the collnect9r is double this number. Waiting:no further increase iiilorred;reduce where oft loads govem. Optionall _ . 3.Rodfoadsare125%offloo Ill unlessIIMI dbyottercriteria. HRC1.81 Mstallat(op USE E DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT.