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HomeMy WebLinkAbout44544-Z zz'== c,UFF�I Town of Southold 10/20/2020 a P.O.Box 1179 0 o ® 53095 Main Rd �.�j®1 dao qtr Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41577 Date: 10/20/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2195 Nassau Point Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.-13-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/11/2019 pursuant to which Building Permit No. 44544 dated 12/20/2019 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: additions and alterations, including masonry covered porch and masonry raised patio to an existing one family dwelling as applied for per ZBA#7339, dated 11/21/2019. The certificate is issued to Giese,Thomas&Garafalo,Paulette of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43681 8/26/2020 PLUMBERS CERTIFICATION DATED 7/28/2020 /?SAitaNlumbingne ro 'r ignature SUFFill/( TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44544 Date: 12/20/2019 Permission is hereby granted to: Giese, Thomas PO BOX 509 Cutchogue, NY 11935 To: make additions and alterations to an existing single family dwelling as applied for per ZBA approval. At premises located at: 2195 Nassau Point Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-13-4 Pursuant to application dated 12/11/2019 and approved by the Building Inspector. To expire on 6/20/2021. Fees: SINGLE FAMILY DWELLIN DITION OR A RATION $488.00 CO-ADDITION TO D LING $50.00 Total: $538.00 uilding 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: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 0 New Construction: Old or Pre-existing Building: (check one) Location of Property: Hous N . Street Ha let Owner or Owners of Property: Suffolk County Tax Map No 1000,Section C2 Block 1 Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate:4pplica "' the o ) Fee Submitted:S 6D ntt S" ature OF SOU�y®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 sean.deviin(a-town.southold.ny.us 01 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Thomas Giese Address: 2195 Nassau Point Rd city Cutchogue sr NY zip: 11935 Building Permit#: 43681 Section: 104 Block: 13 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Dan Wilcenski Electrical Contr License No: 4723ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 27 Ceiling Fixtures 1 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 4 Smoke Detectors 2 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 49 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceding Fan 5 Combo Smoke/CO 1 Transformer UC Lights 11' Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect Switches Pucks 3 Exit Fixtures Pump Other Equipment. Fridge, Mini Fridge, DW, W/D, Micro Notes: Renovation of Entry, Kitchen, 1st Floor Bath/ Laundry, Den, Great Room Inspector Signature: Date: August 28, 2020 S.Devlin-Cert Electrical Compliance Form.xls f i pF 30 Tocvn Hall Annex 54375 Main Road jog J [ Telephone(631)765-1802 P.O.Box 1179 y Fax(631)765-9502 Southold.NY 11971-0959 yQ {yCO�yy,�S� BUILDING DEPA.RTAONT TOWN OF SOUTHOLD CERTIFICATION Date: -7 / Building Permit No. - 1-1 L 5 Lt Owner: 1 �. (PIease print) (Please print) lead. I certify that the solder used in the water supply system contains less than 2/10 of I% k d (Plu rs Signature) SwornAbuelfioe this day of20016 _ THOMAS J.PhCARTW Pubb,ft®of ilerr,Yods Nota ry t Public, U County s!�rr°roc county.A10-6004790 }�� ^nn �t7 '^ t �- SOI/j,�o # # TOWN OF -SOUTHOLD BUILDING DEPT. o`yroum 765-1802 I'NSPECTION - [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAC/STRAPPING [ ] FINAL [' ] -FIREPLACE & CHIMNEY j ] FIRE SAFETY INSPECTION- FIRE NSPECTIONFIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR �o�aOP SOGTyOIo � �� �� 2� �V �a�,�vl,✓�� * # :TOWN OF 'S UTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLBG. [ - ] -FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ -] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]- FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION /[ ] PRE C/O () REMARKS: DATE Z 2 'Ld INSPECTOR �`CS� �o�aoF soulyO� q # * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST` ��5O[ GH PL13G. [ ] FOUNDATION 2ND [ ] I ULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMAR S:��ATvIa��O �> »!*eA on INAl vw• �J_ ly DATE INSPECTOR a a Id�rai fix .WING AREA V It I F Lit!IMf�* :;i►�rM ki t Mm oelectric Sensor DW&cfs wwke m any A*y ►,w,� amu.+ �� j • �j�yc►�'K��3i�4tt�tC�i4 USTid �i1�.,'tl1VaIM TEN YEAR LIFE SMOKE ALARM F� V � - •t t �: t V.4- 1 i N ryY 1 , RHITECT MARIA SCHWARTZ &ASSOCIATES 28495 Nlain Road• PO Box 933•Cutcho8uc, NY 11935 631.734.4185 w%aw.mksarchitcct.com January 08,2020 Southold Town Building Department 54375 Main Road Southold,New York 11971 Re: Geise&Garafalo 2195 Nassau Point Road Cutchogue,New York J " JAN 1 4 2020 To whom it may concern, I have been on site to review the foundation construction for the addition at the referenced site. To the best of my knowledge,the footings,foundation walls and damproofing have been completed as per plans and meet or exceed NYS Code. Please call this office with any questions you may have. Sincerely, A Mark Schwartz Low IA YiMnbtr AR;C;ic,u1`:nslitu;coi,4�i�-ttci torr FIELD INSPECTION REPORT D TE COMMENTS FOUNDATION (IST) ' IQ -------------------------------------- FOUNDATION (2ND) z � ® o Lh ROUGH FRAMING& PLUMBING y INSULATION PER N.Y. y STATE ENERGY CODE xc FINAL s ® ADDITIONAL OMMENT LA. D �. — ° m s'- r20 k z y x . d Cro�7 H TOWN OF SOUTHOLD BUILDING-PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL ; '� Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. J Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application j �..i _• Flood Permit Examined ,20 Single&Separate 20 Truss Identification Form Storm- er Assessment Form ZU ; Contact: Approved ,2 Mail to: Disapproved a/c Phone: �9 33L Expiration ,20 Buil i ector ,JUN 1 10-P, CATION FOR BUILDING PERMIT Date INSTRUCTIONS a. This ap ication MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if+a�c_orrpor�aQtion) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 1 e52 (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 roposed work Wil don' 2 ,5 House Number Street Hamlet County Tax Map No. 1000 Section L4 Block ' �`°` Lot y Subdivision Filed Map No. Lot F w 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee i )y%(To be paid on filing this application) I. 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories- Dimensions of same structure with alterations or additions: Front--,, _ Rear Depth Height Numb6r"of Stories 8. Dimensions of entire new construction: Front RearDepth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed constriction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. 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 * 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) ��nn SS: CO TY OFSt r`W) e4 G t (� C 1`'I.kp-e- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) a ove/named, li (S)He is the g�n Q en4 (Contra, r,lAgent,torporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work,will be performed in the manner set forth in the application filed therewith. Sworn to before me this BETSY A.PERKINS Pr Public,State of New York day of 20 [ " No.01 PE6130636 Qualified in Suffolk Cou Commission Expires Jul 18nt Notary Public Signature of Applicant FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 20, 2019 TO: Patricia Moore (Geise) 51020 Main Road Southold,NY 11971 Please take notice that your application dated June 12, 2019: For permit to construct additions and alterations to an existing single-family dwelling at: Location of property: 2195 Nassau Point Road, Cutcho ug e,NY County Tax Map No. 1000—Section 104 Block 13 Lot 4 Is returned herewith and disapproved on the following grounds: The proposed construction to this existing single-family dwelling, on a non-conforming 37,253 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124, which states lots measuring 20,000-39,999 square feet in total size require a minimum side yard setback of 15 feet. The construction has a minimum side yard setback of 8.2 feet. Authorized Signa re 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. BOARD MEMBERS ��OF SOUIyo Southold Town Hall Leslie Kanes Weisman,Chairperson �� 1p 53095 Main Road •P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �� Town Annex/First Floor, Robert Lehnert,Jr. Ol 54375 Main Road(at Youngs Avenue) Nicholas Planamento oUNTY,� Southold,NY 11971 http://southoldtownny.gov E C E IVE ZONING BOARD OF APPEALS p' 10'•55 t� TOWN OF SOUTHOLD Cl Tel.(631)765-1809•Fax(631)765-9064 NOV 2 6 2019 FINDINGS, DELIBERATIONS AND DETERMINAT 0, MEETING OF NOVEMBER 21, 2019 fStuth!o1d Town Clerk ZBA FILE: #7339 NAME OF APPLICANT: Thomas Geise and Paulette Garafalo PROPERTY LOCATION: 2195 Nassau Point Road,Cutchogue,NY 11935 CTM# 1000-104-13-4 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II 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 to 23, and the Suffolk County Department of Planning issued its reply dated July 22,2019 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 November 4, 2019. 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 EXEMPT from LWRP review. PROPERTY FACTS/DESCRIPTION: The parcel is a non-conforming 36,474 square foot water front parcel located in an R-40 Zoning District. The parcel has 100.02 feet of bulkhead frontage along Hog Neck Bay to the east, 99.54 feet along Nassau-Point-Road to the west, 371.09 feet on the north side and 361.77 feet on the south side. The parcel is improved with a two-story frame house, pool, accessory garage, and two decks. All is shown on a survey prepared by John T.Metzger,LLS, last revised January 18, 2019. BASIS OF APPLICATION: Request for Variance from Chapter XXIII, Sections 280-124; and the Building Inspector's June 20, 2019, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at 1) less than the code required side yard setback of 15 feet; located at 2195 Nassau Point Road (Adj to Hog Neck Bay)Cutchogue,NY SCTM# 1000-104-13-4. RELIEF REQUESTED: The applicant requests a variance to expand the existing kitchen and replace an existing deck with a raised patio that will result in maintaining a pre-existing non-conforming minimum side yard setback of 8.2 feet where code requires a minimum side yard setback of 15 feet. Page 2,November 21,2019 97339, Geise-Garafalo SCTM No. 1000-104-13-4 ADDITIONAL INFORMATION: The parcel has the benefit of ZBA variance no. 6879 dated October 1, 2015, granting relief for a pool setback 36 feet from the bulkhead and 13 feet from the side yard property line, a deck with a side yard setback of 8.2 feet, and a combined side yard setback of 31.4 feet. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on November 7,2019 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 4267-b(3)(b)M. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single-family waterfront homes. The applicant proposes to replace an existing deck with a raised patio with the same non-conforming setback. This will not change the character of the neighborhood. The kitchen expansion is modest and is setback further than the relief which is being requested. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing deck has a non-conforming setback that was legalized by the benefit of variance relief. Any demolition and replacement of the deck in the same location will require variance relief. 3. Town Law &267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 46%relief from the code. However,the proposed raised patio will maintain the applicant's existing non-conforming side yard setback. 4. Town Law 4267-b(3)(b)(4). No 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. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 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, 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a raised patio and kitchen expansion while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Planamento, and duly carried, to GRANT the variance as applied for, and shown on the Architectural plans prepared by Mark Schwartz, Architect labeled S-1,A-1 through A-8, dated June 19, 2019. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Page 3,November 21,2019 #7339, Geise-Garafalo SCTM No. 1000-104-13-4 Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman(Chairperson),Dantes,Acampora,Planamento and Lehnert. (5-0) Leslie Kanes eisman, Chairperson Approved for filing V, lo?a /2019 Scott A. Russell STOIC AWWATIER SUI?ERVIS®R MANAGEMENT T SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095Main Road-SOUTHOLD,NEW YORK 11971 '"✓ Town of Southold CILATTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) IDES TMS PRBC' II' OLVE ANY OF TM POJ-WWIN+G- Yes No (CHECK ALL THAT APPLY) ® Clearing, grubbing, grading or-stripping of land which affects more ,�/ than 5,000 square-feet of ground surface. ®lam B. Excavation or filling involvingmore than 200 cubic yards of material - _ within any parcel or any contiguous area. ® C. Site preparation on slopes which exceed 10 feet vertical rise to E16100 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 floodplain as depicted on F1RM-Map of any Nvatercourse: ; ®E3"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 ail of the questions above,STOP! Complete the Applicant section below with your Name, Signature,Contact Information,late & County Tag 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 Owns; ign Profess Agstt,Contractor,Other) S.C.T.IVi_ = 1000 Date: NAME IL C Z' Q7 119 - L� -z- ° ton Sock Lot t FOR BUILDING DEPARTMENT USE ONLY"I"" Comact Worn uca :Te4ytgme tiffs _ Reviewed By: Date- Property Property Addr1 Location of Construction W _ _ ` _ _ _ _ _ 'Work: — - - - _ _ _ 4Z-11 I q 0 S f�/ T tZ0 Approved for processing Building Permit. stormwater Management Control Plan Not Required. C'4 Stormwater Management Control Plan is Required. (Fon-ward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 Town Hall Annex Telephone(631)765-1802 54375 Main Road ff=� Fax(631)765-9502 P.O. Box 1179 It - Southold, NY 11971-0959 _ BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRC-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: Location of Property: �' r✓' (�v Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) _ Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) _ Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): . _Q_ Z--- Capacity(check applicable line): Owner Owner representative Xf TrussReg15.docx Effective 1/1/2015 BUILDING DEPARTMENT-Electrical Inspector y i TOWN OF SOUTHOLD 1 9 2020 Town Hall Annex -54375 Main Road - PO Box 1179 �� • Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX(631) 765-9502 roger.richert aMtown.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �Cw, �v� 1 c,�. d 4cv' Date: Company Name. 1 G,,, , c s 1G C u yrtv3,AAhq L-- Name: 16-1 License No.: -7 Z3 —M I� email: Address: b - Phone No.: 6 3 1 _ ? C JOB SITE INFORMATION: (All Information Required) Name: c & I •fc, S Address: 5 S Cross Street: L w , Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: ti Block: 3 Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) � ,G. �,✓ ✓1 Circle Ail That Apply: Is job ready for inspection?: 6! NORough In Final Do you need a Temp Certificate?: YES/ ISO ssued On Temp Information: (All information ) Service Size 1 Ph 3 Ph A #Met ld Meter# New Service- Fire Reconnect- F Reconnect-Servic econnected -U - ergrou - verhead #Underground Laterals 1 H Frame ole Work done S Ice? Y N Additional Informatio PAYMENT DUE WITH APPLICATION o,0 RLP C�o 82-Request for Inspecdon Form.)ds VW ��"►� OCT 1 5 2020 to LS .�ad -1746 ! C/.3 - �. W L/ 11971 � i - n-S IWO /000 AJ ,Cd e 1171V 3 K7- �� / �G t S REVISIONS SITE DATA: SCTM # 1000-104-13-04 DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: If PROPERTY 37253 SQ FT 0 855 acres - - I`I WETLANDS 3000 SQ FT BUILDABLE 34253 SQ FT 0786 GROUND DISTURBANCE 3000 SQ FT - - - ©©mml '=t 14A�MOVAL • EXISTING HOUSE 1810 2 SQ FT 5 3% I PROPOSED ADDITION 86 8 SQ FT 03% 30 CU YD 10 CU YD I EXISTING POOL 640 0 SQ FT 19% - - EXISTING PORCH-(REMOVE) [24 5 SQ FT 1 02% 12 CU YD 5 CU YD PROPOSED ENLARGED PORCH 65 0 SQ FT I• EXISTING DECK- (PROPOSED PATIO) 256 3 SQ FT 08% 35 CU YD 5 CU YD U I EXISTING STOOPS 59 5 SQ FT 02% C EXISTING GARAGE 379 4 SQ FT 1 1°/a BULKHEAD DECK 172 0 SQ FT 05% I Y BILCO - - 10 CU YD 3 CU YD C Q V DRYWELLS 6'X3' - 5 CU YD 2 CU YD C TOTAL 34712 SQ FT 103% 92 CU YD 25 CU YD MEETS&BOUNDS BY PECONIC SURVEYORS SURVEY DATE MAY 27 2015 z � o S 78035'20" W 369.81' j�% ¢ z iv cr� W N Q ¢ c m � UTILITY CV � O z }a 110 POLE O O O �b 3, EXIST o Q H O G sroT GARAGE Q N E C K ho WALL 18 7. B A Y O 0.00E ARF0. 50 iT Z (` 301 3(TO ROPERTY) @I00/a/2 PER HR 503cu IT EX.STONE rTl J` INSTALL 6E,.3 d,p-ELL O W y O m (,APA_67CU F) WALL//�� W 52'(TO BULKHEAD) C4} M� SO• W 'L I I O // TING GRP CONSTRUCTION O d- CE 1'I I 0 .;p •rT .1 GPORCHT EXIS ENTRAN = O O BE 0.E } I I REPLACED WITHffNDY` I /`-�S�' '^ I1 COVERED P9,IL I I I v, O W 1I� E%ISTING DECKT BEREMOVED O• ;•/• PROPOSED I STORY I 4 I TOPSOIL EX STONE N z 1 AND REPLACED P/HSAMESIZE ADD.0 V�/ I LOCATON I I WALL Z W O RAISED MASOI/RY PATIO A O ` — ^CONCRETE III I —p ^ WASHOUT L--�--m — \--- --———————`—---J O EXIOINGBILCOTOBEREMOVED RENOVEE%ISTINGWALIS I - = N 78°36'2011 E ON EAST SIDE INSTALL NEW SHOWN) D NI-FOUFLOOR N ON 378 811 r co F DE ON NORTH SIDE(AS SHOWN) ADDNEW FOUNDATION �.J REBUILD WALLS ANO ROOF1 I,ILA[ I, 1 Q L) III I(/ I - Z II•,[I � UD Ln W rn !— N HAY BALE OR SILT FENCING SITE PLAN 7 ® DRAWN MH/MS JOB nday,Ma�03,2019 SCALE: 111 = 20'-0' s E SHEET NUMBER I� S-1 REVISIONS SITE DATA: SCTM # 1000-104-13-04 DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 37253 SQ.FT. 0.855 acres WETLANDS: 3000 SQ.FT. - BUILDABLE: 34253 SQ.FT. 0.786 acres GROUND DISTURBANCE: 3000 SQ.FT. - ®®®�Q©.0 EXISTING HOUSE: 1810.2 SQ.FT. 5.3% 30 CU.YD. 10 CU.YD. PROPOSED ADDITION: 86.8 SQ.FT. 0.3% EXISTING POOL: 640.0 SQ.FT. 1.9% EXISTING PORCH-(REMOVE): [24.5 SQ.FT.] 0.2% 12 CU.YD. 5 CU.YD. PROPOSED ENLARGED PORCH 65.0 SQ.FT. 0 ti EXISTING DECK- cv (PROPOSED PATIO): 258.3 SQ.FT. 0.8% 35 CU.YD. 5 CU.YD. U Ln -� EXISTING STOOPS: 59.5 SQ.FT. 0.2% - - _4 m � EXISTING GARAGE: 379.4 SQ. FT. 1.1% C j gn BULKHEAD DECK: 172.0 SQ.FT. 0.5% S� BILCO: 10 CU.YD. 3 CU.YD. U ti DRYWELLS 6'X3' - 5 CU.YD. 2 CU.YD. z a TOTAL: 3471.2 SQ.FT 10.3% 92 CU.YD. 25 CU.YD. MEETS&BOUNDS BY: PECONIC SURVEYORS SURVEY DATE: MAY 27,2015 z Q H 1 1► �P'o 9 S 78035'20 W 369.81' j- � z V' `l• CN C Nf> o N � _N 01 Oma' UTILITY fV 0 z O O POLE z O O X .mob} ag EXIST. o H 0 G SONE GARAGE"' z^ Q N E C K hoh WALL 187 B A Y O ROOF AREA:301 SQ.FT. J`' WALL:Vd aR3'eep DRYWELL EX. STON E 3'ff0 ROPERTY) \ 0 W .�O s I I (CAPACITY:67 CU.FT.) WALL u 52'(TO BULKHEAD) �" i CY Vp LLJ GRAV O 1S'[�NG CONSTRUCTION �' Y EXI G PORCH T ty ENTRANCE Lr) O BE RE • O } REPLACED WITH MASONRY 1^ I I COVERED PWC1'I \ T O > 1 r1 EXISTING DECK�a BE REMOVED �' %' PROPOSED 1 STORY ( I / TOP SOIL \ L J AND REPLACED W TH SAME SIZE ADDITION � � I LOCATION I� EX. STONE z RAISED MAS?nRY PATIO \ '� 7 CONCRETE / ( WALL z w O w I I 00 — �_ WASHOUT \ \ / I I Q a r n v I L _ _ _ — _ — _ _ — _ _ _ _ _ — _ _ _ — — J ���+w//� v EXISTING BILCO TO BE REMOVED REMOVE EXISTING WALLS D O ON EAST SIDE.INSTALL NEW BILCO AND FLOOR ON GRADE Q N 78036'20" E ON NORTH SIDE(AS SHOWN) ADD NEW FOUNDATION, 378.81' � U j REBUILD WALLS AND ROOF 111: i�r w z U Illi U-) N HAY BALE OR SILT FENCING �,SEFtED ,Qc Em ZBAentsX15 DRAWN: MH/MS SITE PLANQ �.y SCALE: 1/4"=1'-0" 70 i a�_ , 1 N JOB#: SCALE: 1 = 2�1-01 — Wednesday,June 19,201 nco�r�–�J SHEET NUMBER: 2339 �oF NE\N� S- 1 i REVISIONS 9 00 SM. 0 Q: LL-1 Fr 191 r -YT TT-F M U M '~ a � M �J O 1--I FRONT ELEVATION Q z SCALE: 1/4" = V-0" 00 � aw Z °� w z Z � ° O w - Q 0 C) o � w � z z w o � 0 U � � o Q U U) U) Z) w z U Lo w rn M—�-1 N \5ARc U� BEV I N SC, 'Sj� DRAWN: MH/MS SCALE: 1/4"=1'-0" - N JOB#: k Wednesday,June 19,201 .FmSHEET NUMBER: Bldg Dent copv from ZBA EXISTING FRONT ELEVATION 0 Fin, -' -•iments F NE SCALE: 1/4" = P-0" Date: 1 3 � REVISIONS L Ln 0 H H (V - � m U M H M M ~ ?t k , n 0 11 1 1 IT-Y a O RIGHT ELEVATION � Q SCALE: 1/4" = V-0" H o H a � Z � w c � Q Q W O O Qo w z w o = a � 0 = o = U<) U W z U rn ED,q BEV IN C, DRAWN: MH/MS SCALE: 1/4"=1'-0" (f1 JOB#: r ��� Wednesday,June 19,201 J. "�22 �`� SHEET NUMBER: EXISTING RIGHT ELEVATION �OFNE\N ° Bldg Dept copy from ZBA Final reviewl documents SCALE: 1/4" = V-0" pat: 7 i� c REVISIONS 00 0 a cn m K U z i 0 4 D D d i H Ll Q REAR ELEVATION o 0 SCALE: 1/4" = 1'-0" a Ow O H Q W C Q0 =IF 0 3: � z z w Q O 0 � w z U 4 D mak- y� DRAWN: MH/MS r y SCALE: 1/4 G N JOB#: Wednesday,June 19,201 SHEET NUMBER: EXISTING REAR ELEVATION Bldg Dept cop"¢ppm 28A �op .(o� Final revre'���� �ments NEW �� n Date: (�/ / �t SCALE: 1/4 = 1 -0 ZBA Fr� � 73 ` REVISIONS 0 N U m �n m ti Oti D o a - . LEFT ELEVATION � Q SCALE: 1/4" = V-0" ° o a � Z � a O w Q Q W � Qo w z z w o a (0 � 0 .0 U) U w z U � . Lo W rn F—I N Ar--R EDq,,�C G EV IN y SCti �j• DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: N N Wednesday,June 19,201 A � +F SHEET NUMBER: N -V 0�2339 EXISTING LEFT ELEVATIO Bldg Dept copy from ZBA N EW��� �� �� Final revied c�oJlments A-4 SCALE: 1/4 = 1 -0 ZBA File#w� Date: 1/ REVISIONS A Ti AV BUILD UP FLOOR SYSTEM 15-0" TO BE FLUSH WITH HOUSE SISTER 2X12 TO EXISTING EQ 4'-0" EQ (ASSUMED 2X6)JOISTS ADJUST AS NECESSARY 0 STEPS �I 171 K _77— CIOozLO Q #4 EPDXY COATED 'Y R U REBAR 12"OC "r e m D O Q ALL FILL BENEATH CONCRETE SLABS TO BE I ' COMPACTED TO 95%RELATIVE DENSITY Q ASTM D-689.COMPACTION TEST AS NECESSARY. z Q 0 CONCRETE CRAWL SPACE Q SHELF #5 REBAR @12"OC Q w AND AT FTG(TYP) I - o• a . pa f r- -- I N LL^.. O I 1 N I L1. UP Xl Q 1--1 x � NNGj �l r ' I �I N 2X6 F1 N U- LLX v QO Q 1 V I y 1 7 LL@ 16"OC `✓ C I 1 I m � `n Z brT I � i FAY 1 V-4 . •o v - 1° i i- 0- EX.(2)2X8 GIRDER I--� ----------------- 6'-4"V1F I I I I 1 0 16 - V I 1 Iw LL'U /\ Xo N= W @ N/�� ` I / I Q 3 _40. � 7-0"BLOCK FOUNDATION rn I (3)2X6 DF#2 0 ° : /Q . FLUSH CONCRETE #4 EPDXY COATED ° L� -v0 SFELF REBAR 12"OC � 1`L+ N ALL FILL BENEATH CONCRETE SLABS TO BE ° O 1).8"(12"TOTAL w.SHELF WHERE REQUIRED)THICK POURED CONCRETE O I .o COMPACTED TO 95%RELATIVE DENSITY I FOUNDATION,3000 psi.VERIFY HEIGHT IN FIELD(+/-7').ADJUST AS ------------ ---------------------------------- ----------- D-689.COMPACTION TEST AS NECESSARY.ASTM I o - - -a - c REQUIRED(FINISHED FLOOR TO MATCH EXISTING.EXTERIOR OF , v Y a .a a • v v a , FOUNDATION TO BE DAMPPROOFED AS PER N.Y.S.RESIDENTIAL CODE " '--- -'""------"--"'"-"---- ---N2Sr-- ---------------O I WITHABITUMINOUSCOATING. O Q 0 "1 2).NEW FOUNDATION LOCATIONS TO HAVE 16"X8"(20"X8"w/(3)REBAR 0 FOR WALLS WITH CONC.SHELF)CONCRETE(2X4)KEYWAY IN FOOTING. 0, Lu 12�—H�/2�� 8�—H�h" 1 6 . FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST F- Z ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). Z j 3).NEW FOUNDATION SLABS TO BE 4"THICK,3000psi CONCRETE ON 0 8'—O" COMPACTED FILL.INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB A MEETS ADJOINING WALLS. Q � 21'-5" 13 P—0 4).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES U Av TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR I U FIBERGLASS SILL GASKET. W ZLo U 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 6-0"O.C. (1 STY.) AND W/I 1'-0" 0) OF CORNERS,INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR 04 04 E BOLT TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. N S PROJECT N 0 RT H FOUNDATION PLAN 8).FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS. �G ��v 15 SC' ti% i n = i n Q C, �� DRAWN: MH/MS W SCALE. 1/4 1 '� ..{ SCALE: 1/4"=1'-0" JOB#: N Wednesday,June 19,201, SHEET NUMBER: Bldg Dept copv from ZBA OF N ESN Final revir �r1 F'ments A�S ZBl�Fife s. Date: I / , I / REVISIONS 29'-9" A `- 1 WI O H O I I I I CD I I I I r `~ 15' off I I I 10 2 L O a is U ^_, ---------------------------0---------------------------0--------------------------- s EXISTING DEN CATHEDRAL CEILING EXISTING LIVING / DINING ROOM rn z a MASONRY RAISED PATIO i O d REPLACE EX.DECK I II I I I I z '-51/2 - - - - - - - - - - - - - \ - - - - - - - - - Q O 49-09P Z p � - - O w UP + Loo 1 v7' I z ~ EXISTING r - - - - - , O 0 ` Y BATH I I o I ' CATHEDRAL I I Q O „ CEILING I I 1-1 3 -6 I EXISTING BEDROOM O 'CATHEDRAL CEILING NEW BILCO I I L - - - - - J (VIF) min 21 SHELVES I I O X I I 10 w Ln V 2X� Q ¢ � @16"OC Lu m N O 1 (3)2X8 HDR (3)2X8 DR GL------- ----(2a 1-3/4X14-Mow/-3/4"-STEEL UPSET SEAM----- ----- . Y s------ --------------------- >< O L1824 OVL1824 D , m W ' ' x�o �I O 13/4X20 ML(@12"OC I - Q I ^� 4'-6"RADIUS CUT �^ O W 1 I O O N� z- 1 14 u ------ 1 LO Z w 1 1 I 1 O CX135-3 Qr U) U 12'-81/2 8'-8�/2" Q = w Z U 21'-5" 13'-0" W rn \��ERE qRU N c =� A �G ,BEV IN DRAWN: MH/MS SCALE: 1/4"=1'-0" �; � i�N JOB#: PROPOSED 1ST. FLOOR PLAN N ; Wednesday,June 19,201, SCALE: 1/4" = V-0" 0223 0�� SHEET NUMBER: Bldg Dept cony from ZBA F N EW Final reviewec< -.�qGuments ZBA File # -73:`,l A�6 Datell t / olc REVISIONS a 0 ---------------- t- I I I � I►] M H � x I I I ) w z O U M I t M I L 1 � O I I I I I I I I 1 I I I O EX. BEDROOM EX, BEDROOM EX. BEDROOM r I I sx Q � o o O EX. HALL Q 0 /\ EX. BEDROOM W EX. OFFICE EX. BATH O O O Q O DN 0 � Z Z W O D � O = O 2ND. FLOOR PLAN u) = w Z 0 SCALE: 1/4" = P-0" z T� , �u 11 �y� DRAWN: MH/MS —1 SCALE: 1/4"=I'-O" N N JOB#: Wednesday,June 19,201 Q22 3 O�� SHEET NUMBER: Bid!)Dept copy from ZBA OF N ESN� Final review ^,yfnents ZBA File# �`IA 6b Date: / ) /. REVISIONS 0 ------------------------------------------------------------------------------------------ ------------------------------------------------------------- r~ ti N ---------------------------------------------------------------------------------------- i----------------------------------------------------------i I I 1 EXISTING ROOF I I 1 I EXISTING ROOF 1 ------------------------ --------- ---------- -------------------------------------- - - -- ------- ------- --- ------ --------------------- c 1 r ------------------------, r -- - - -- , r- -, r- -, I I I I I I H 1 1 1 I I 1 1 , � 1 I I I I I I I i I I i I 1 1 , I I I I I 1 1 i I I I fTl i i I I 1 1 11 , 1 I , �•L� EXISTING ROOF O ; 1 7 ' - - ------------, r-----------------------------------------, , ' O 1 ------- ---------------------- I - _. i-------- --j ------- - I 1 I r �' i ' I `-----, 1 I _______________ 24 DF#2 " ' ' `---- -----• ' , 1 I 1 I 1 I i 1 1 I r-------------- I EXISTING ROOF W ' ' E�ISTING ROOF 1 ' I I I I 1 I I i 1 I I I I 1 I I O ------------- A '7 , I 1 I 1 1 O I , I I I 1 , 1 1 I I I , L ----------------, ---------------- ------------------ -- --------------------- - ------------ ---------------------------------- Z_ w1 ----------�-------------------------------------------------------------------------------- -- --------------------------------------------------------- 1�1 O^ 2 Q i i W ��� r�.�J U V 0-------- 12 Q --------------------------------J2 --------- 3.5 °C 2X8 RR W Z C.1 -----------------------------4 ece o N TT r ,\ -REDNCO 0 BEVIN DRAWN: MH/MS SCALE: 1/4"=1'-0" N JOB#: N Wednesday,June 19,201 �T •��23 `� ��' SHEET NUMBER: Bldq Dept ZBA Of N E� Final re•- j�uments ZBA FII 73-3`/ A-7 Date: )) 11 —1 REVISIONS REScheck Software Version 4.6.4 Compliance Certificate Project Energy Cod- 2015 IECC EXISTING CEILING JOISTS L�fimr. Southold,New York Cons"w6on Type: Single—fam3y Proie-Type: Addition cl;rngite zonin. 4 (5572 HDD) Permit CrIbm Permit Number ConstrLiction Site: Owned/Agent: DesignerICGntractor- EXISTING (31FSE-CARAPALO HOUSE Mark S[h—ftr.Adritct 2195 NASSAU POINT ROAD P.O.Rm 533 OFFICE EXISTING BEDROOM CUTCI+GOUI=,NY cutC4w tie'NY 11335 631-734-4105 (3)1-3/4X'4 ML C> 12 w/3/4"STEEL 4 UPSET BIAM 7� "Z� U CixMftr.m: 12_Z%13eftevTIIi,-mCo&- ftminiuniLM 41 •YOUT UA, 36 KaxlInum SHrr-' DAD Tom 51-10C 0-33L R A-d r.&M. 1 '4 Lf� (3)l-3/ A2 W/3/ UPS E-I h_w EXISTING FLOOR SYSTEM x 2X6 @16"OC ft Envelope Assemblies 00 �q LVA Flow 1:All-Woad joixtfrm3mOver U�condkkw�d Spisce 130 0�0 D-0 0.043 G 15.0 0.043 14 E a55 0�0 0 —1 F-1 U Wall h Wood Fmine,10 ox- 11 iWavdaw 1:Wood Fmrne-Do%&Iv Fane wid%Low-r 3G 0.290 10 1 EXISTING KITCHEN EXISTING LIVING ROOM SUM:0.31 00 1 2C Ceiling 1:Flat Ceiling or Scissor Tniss 130 0-0 21.0 0.0" G Cvrnprf& aStztement The Proposed building design described here the buil ng p9ma,sprciiRrzrdurs.andther Eal-Asti—I stibvnitb-d WA de Permit apppliestion.The proposed buMing hos been designed to meet the 2015 W-OC requirements in REScheck Version 4.6-4 arod to.-Ply w FJ @16"O7L66R 12 1 IL Nerne-Tide Signmture Date EXISTING FLOOR SYSTEM? 777 2X7—isTiNG FLOOR SYSTEM?S? L L2X6C " o 0 7 7Z z 0 7'� EXISTING EXISTING EXISTING77' U 8"PC WALL FOUNDATION FOUNDATION FOUNDATION W F-0 U DAMPPROOF7 7Z z 0 E., Project Title: Report date- 03125119 :Ed z ukatil filenarive:C:wsersomfting StationXDocunwmtsVIEScheckAGEISE-CAMFALD.rck Pagel of I 4" 7SLAB ' 7-1 16"X8"CONC.FTG (2)#5 REBAP SECTION A-A �D 0 SCALE: 1/4" V-011 Z 1114 '3 0 17/4 11/2 11/4 1114 LAV. SINK 13' U W.C. rW-7 D.W.D.W_ 2' r rl 3 0, Cal - C.0.1 11/2 21, FASTENER TYPE: SPACING; 10 API.E. No.8 WOOD-SCREW BASED ANCHOR WITH 16"OC Ai /n) 2h,EMBEDMENT LENGTH 4"C.I. SEPTIC SYSTEM RASEDANCHORW171H 16"OC PLUMBING SCHEMATIC TRAP HOUSE 21n.EMBEDMENT LENGTH No 10 WOOD-SCREWS SLOPE"1/4"PER FOOT PITCH TO DRAIN .dl�. REW N.T.S. BASED NCHOR WITH 16*OC I'll, ". I ( 0 2h EMBEDMENT LENGTHj I — j I i _ j I — I I I — i I I I I >_ 1 I \ I I 1 I ' 1 ` 1 ` 3/4'APA PLYWOOD < SHEATHING 0 GRADE PLYWOOD 1 �1 ! 1 41 �1 / (ALTERNATIVE:7/16'O.S.B.) T NG H, III Ir APA RATED SHEATHING z W (ALTERNATIVE:7/16"O.S.B.) P—COD FASTENER TYPE SPACING: Ll 14L ------------- 2 ....WODD-SCRE. STUDS� BASED ANCHOR WTI" 1. m EM cn WINDOW SILL 2X4 DF#2 - - -------- TYPICAL WINDOW OPENING No.ED10 WOOo- EWS 2,n.EM ANCHOB WITH 12"Oc PANEL SPAN EQUAL OR SMALLER MOMENT LENGTH Z THAN 4 FEET 1111n,la LAGSC111* WED RWTTH OC LO 2,,,EMBEDMEN-r LENGTH CF) TYPICAL DOOR OPENING FASTENER TYPE: SPACING: PANEL SPAN GREATER THAN 4 FEET MULTIP PLYWOOD ASSEMBLIES C4 2 4 DF#2 STUDS CONNECTED ......... AND EQUAL OR SMALLER TOGETHER WTIH STAINLESS STEEL BASED OR GALVINIZED BOLTS W1 WASHERS 116=64 THAN 6 FEET AND NUTS®2' '-00 C. - TYPICAL MULTIPLE OPENINGS M q 4 '('\ PANEL SPAN GREATER THAN 6 FEET ,x- �x DRAWN: MH MS INSTALL WINDOW(S)PLUMB,LEVEL AND SQUARE INSTALL JAMB FLASHING. INSTALL A DRIP CAP(IF FOLD HOUSEWRAP DOWN AT HEAD;TAPE AND EQUAL OR SMALLER _::�Oc. PER MANUFACTURER'S INSTRUCTIONS;SEALANT APPLICABLE); HEAD FLASHING;AIR SEAL WINDOW AROUND THAN 8 FEET 2 LEN 0) SCALE: 1/4"=l'-O" BEAD AT JAMBS AND HEAD MAY BE OPTIONAL INSTALL HEAD DLASHING ENTIRE PERIMITER ON THE INTERIOR WITH BASED ON RISK FACTORS;IF SEALANT IS INSTALLED SEALANT OR NON-EXPANDING FOAM;EXPAND- WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUMML PANEL JOB#: IT MUST BE CHEMICALLY COMPATABLE WITH ING FOAM SHOULD NOT FILL THE SILL PAN. AS PER SEC. 1609.1.2,2015 IEC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) Wednesday,June 19,2011. HOUSEWRAP AND FLASHING, 'P WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" A SHEET NUMBER: AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONEAND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO WINDOWWITH HOUSEWRAP DETAIL COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL 2 CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. A 0'r HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. BOO Dept COPY I 't "S Final reviewed documents A-8 ZBA File DAte: I i REVISIONS A OOQ�p O BUILD UP FLOOR SYSTEM 01 15'-0" TO BE FLUSH WITH HOUSE SISTER 2X12 TO EXISTING EQ 4'-0" EQ (ASSUMED 2X6)JOISTS ADJUST AS NECESSARY 0 STEPS N N a m M k #4 EPDXY COATED O s REBAR 12"OC "G m z 0 O ALL FILL BENEATH CONCRETE SLABS TO BE t COMPACTED TO 95%RELATIVE DENSITY ASTM D-689.COMPACTION TEST AS NECESSARY. 0 H F"I CONCRETE CRAWL SPACE SHELF Z - - - - - - #5 REBAR G(TYP) AND AT FTG(TYP) I ----- z C'4 ' LL LL .� O 1 I ytl I C) Q = x 1 I DI= x NN I ' �plti 2X6 FJ N LL w O o I 1 UP NI�°.16"OC I I I —1 O _ _ ____ I I O i EX. (2)2X8 GIRDER F--i L____J ----------------------------------------- ID ----------------------------------------- I Ia 0 6'-4"vIFLL I I� O to . I X 1^�1 I I 1 N= _ I 13,-4» ' 7'-0"BLOCK FOUNDATION I I rn I (3)2X6 DF#2 FLUSH CONCRETE #4 EPDXY COATED ' L� -v0 � SHELF REBAR 12"OC �o� I / l�+ I� N i ALL FILL BENEATH CONCRETE SLABS TO BE O 1).8"(12"TOTAL w.SHELF WHERE REQUIRED)THICK CONCRETE BLOCK O I I `�' I COMPACTED TO 95%RELATIVE DENSITY I FOUNDATION,3000 psi.VERIFY HEIGHT IN FIELD(+/-7').ADJUST AS ASTM D-689.COMPACTION TEST AS NECESSA ' ------------ RY. iC) I -� - REQUIRED(FINISHED FLOOR TO MATCH EXISTING.EXTERIOR OF Y ° FOUNDATION TO BE DAMPPROOFED AS PER N.Y.S.RESIDENTIAL CODE 4 p cD -----------------------------------------------------------�Q - �° � WITH A BITUMINOUS COATING. Q O ^I 2).NEW FOUNDATION LOCATIONS TO HAVE I6"X8"(20"X8"w/(3)REBAR O v u FOR WALLS WITH CONC.SHELF)CONCRETE(2X4)KEYWAY IN FOOTING. ; 0 W FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST �} ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). r. 7 7, c'i Z W 3).NEW FOUNDATION SLABS TO BE 4"THICK,3000psi CONCRETE ON d 8'-0" COMPACTED FILL.INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB{ A MEETS ADJOINING WALLS. Z _ 13'-0" 4).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES U Ole 'r TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR 1 U FIBERGLASS SILL GASKET. W z (� 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 6'-0"O.C.(1 STY.) AND W/I 1'-0" i - Lo OF CORNERS,INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO W T- HAVE A MINIMUM 13"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR CV E BOLT TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. N s FOUNDATION PLAN '� . PROJECT NORTH 0� CT 0 H 8).FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS. <� DRAWN: MH/M5 W SCALE: 1/4" _ V-011 ° r� � � �. , .� � SCALE: 1/4"=1'-0" s JOB#: Monday,January 13,202 �] rL SHEET NUMBER: A-5 ��Lil`�Tl �11�1 tjiTr�� REVISIONS SITE DATA: SCTM # 1000-104-13-04 Cr-, 'FLS( WITH ALL CODES OF DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: P�Ir'v"V YORK STATE & TOWN CODES - s PROPERTY: 37253 SQ.FT. 0.855 acres ' u AS hLQUIRED AND CONDITIONS OF TOWN ZBA WETLANDS: 3000 SQ. FT. - - 0 SOUTHOLD BUILDABLE: 34253 SQ.FT. 0.786 acres - 5 L VVI h J GROUND DISTURBANCE: 3000 SQ. FT. 0 �ETAIN STORPJI V��IATER RUNOFF EXISTING HOUSE: 1810.2 SQ.FT. 5.3 30 CU.YD. 10 CU.YD. PROPOSED ADDITION: 86.8 SQ.FT. 0.3% PURSUANT TO CHAPTER 236 C"" �r p G REQUIRED OF THE T=N CODE. EXISTING POOL: 640.0 SQ. FT. 1.9 �L�Vl1I LW I ,}I EXISTING PORCH-(REMOVE): [24.5 SQ.FT.] o PROPOSED ENLARGED PORCH 65.0 SQ.FT. 0.2% 12 CU.YD. 5 CU.YD. o ;sTiF1CAT10N r-_.'l EXISTING DECK E 258.3 SQ.FT. 0.8% N i i ! t'`;:i l i .�{;!—N Ei;I,�i a,.:. i 1.;N:Pi:.�a ort R Q11I+3E+� 35 CU.YD. 5 CU.YD. '�);z r ENT BEFORE (PROPOSED PATIO): � U i EXISTING STOOPS: 595 SQFT0.2%TL-:OF OCCUPANCY . . . R USED 1N WATER PLUMBING - ' w r EXISTING GARAGE: 379.4 SQ.FT. 1.1 /o _ r tj SYSTEM CANNOT ALL PLUMBING WAST t�}A� EC_-D 10 OF 1%LEAD. &WATER LINES NEED BULKHEAD DKK: 172.0 SQ.FT. 0.5% v x TESTING BEFORE COVERING BILCO: 10 CU.YD. 3 CU.YD. v m DRYWELLS 6'X3' 5 CU.YD. 2 CU.YD. 0 TOTAL: 3471.2 SQ.FT 10.3% 92 CU.YD. 25 CU.YD. MEETS&BOUNDS BY: PECONIC SURVEYORS SURVEY DATE: MAY 27,2015 O � S 78035'20" W 369.81� � . a C'1 N MCW S1 Q N N C4 .� 00� UTILITY N O Z Q POLE Lr) O ;�—bz 0 F� HOG W }-11EXIST.° �R EXIST. GARAGE" Q N E C K STONE z L h WALL 18.7' l �+ -� 8 A Y z 0� ROOF AREA:301 SQ.FT. O 3'RO ROPERTY `� Q100%/2"PER HR.:50.3 CU.FT. EX. STONE w J INSTALL:6'dia,3'deep DRYWELL W�C O (CAPACITY:67 CU.FT.) WALL 52'(TO BULKHEAD) / ',�. so 1 � ASK `( U LU w ��s BRICK W vE�DR1v A _ O 0 I I O , ,S-�1NG GSA CONSTRUCTION �' xj � M O (� EXIs G PORCH T EX ENTRANCE : 0 Ln/1 I I ••� I BE REM T O >- L ! J I REPLACED WITH MASONRY\ i �+ ' .Q Q I I ••� COVERED PC�Cg-I \ I 0 o a •� 1I . . Lo EXISTING DECK TRR BE REMOVED AQ. 1•;( PROPOSED 1 STORY I ,/ TOP SOIL \I I EX. STONE v' z AND REPLACED'IUITH SAME SIZE ` ADDITION _\VI LOCATION I� to O RAISED MASONRY PATIO O -cl! _ -CONCRETE /I I WALL Z j ILonII - -0D _ - _ - _ WASHOUT \ / j I V L - - - - �[� 0 EXISTING BILCO TO BE REMOVED REMOVE EXISTING WALLS z Q ON EAST SIDE.INSTALL NEW BILCO AND FLOOR ON GRADE N 78036'20" E ON NORTH.SIDE(AS SHOWN) ADD NEW FOUNDATION, 378.81' (- REBUILD WALLS AND ROOF CQ I ( \I f 111 Ifr W z U II Ii WLo 0 A$ F--1 N HAY BALE OR SILT FENCING ZN S�,y,✓ � yam+anti DRAWN: MH/MS SITE PLAN =; . .� ` SALE: 1/4"=I'_o" JOB#: i Wednesda June 19,201' 1 SCALE: = 20'-0' 7 SHEET NUMBER: S. 1 . r REVISIONS ir _ o If D 0cp�00 CN IT- f I 't r 1 f7i I I I I I I I I I I I I I I I I I I I O OQO p _ D 0 // CN H � U Z m — ---- m > � Ln w 60 III - F-I III ` � 1 O H FRONT ELEVATION w 00 SCALE: 1/4" = V-0" o aW Z � a t� w O � w w Q W O Y O � O � W Z Z_ W O � � O � O Q = 4 c;r �; DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: Wednesday,June 19,201 .,- �----— SHEET NUMBER: EXISTING FRONT ELEVATION SCALE: 1/4 = V-011 REVISIONS - O - o o�� oho o©oa�0000 _ O _ o ti - � N ro Cc � w U om - - m 0 - - x w Ll IL11L Lu h--I RIGHT ELEVATION SCALE: 1/4" = V-0" o a � Q � w z O w Q W O Y O Q O � w z o � � o � = o 0 = Q U W z U Lo HILJI W AAZ :uY. DRAWN: MH/MS :.; SCALE: 1/4"=1'-0" J JOB#: Wednesday,Jwie 19,201 ) h != /W SHEET NUMBER: EXISTING RIGHT ELEVATION _ ?0% SCALE: 1/4" = V-0" REVISIONS D 0O�pO0 _ ©00000000 - O 0 N c w 13 k Q 0 0 Z I v cn M N 77 - i �W REAR ELEVATION0-4 o SCALE: 1/4" = V-0" Coll O w Q O 0 Q o � z z w O 0 Z O Q U w z U Lo so DRAWN: MH/MS SCALE: 1/4"=1'-0" dX1r� JOB#: Wednesday,June 19,201 SHEET NUMBER: EXISTING REAR ELEVATION �� OF = .y4h� l r SCALE: 1/4" = V-0" REVISIONS EP _ o QN- ooCj poo© O�o�po©O O 0 ti N ~ M a m a ct M x x U litD o LEFT ELEVATION Q W SCALE: 1/4" = V-0" o 0 � a > Z � a O w Q O Y O ¢ O Lu z o _ ° Q U w Z U rTl Lo 4 C`d C`z rMw-1 N DRAWN: MH/MS 17 SCALE: 1/4"=1'-0" JOB#: Wednesday,June 19,201 ,, .� SHEET NUMBER: EXISTING LEFT ELEVATIONra SCALE: 1/4 = V-011 AL-4 REVISIONS A O D foo ©ooa�0000 D BUILD UP FLOOR SYSTEM 15'-0" TO BE FLUSH WITH HOUSE SISTER 2X12 TO EXISTING EQ 4'-0" EQ (ASSUMED 2X6)JOISTS 10 ADJUST AS NECESSARY 0 STEPS N �] K cn M I� M ,Q H m k lZzl O G1 D w Lo r-I D #4 EPDXY COATED O o REBAR 12"OC U ;:�l m D _Z o D 1 ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED TO 95%RELATIVE DENSITY D ASTM D-689.COMPACTION TEST AS NECESSARY. z D � CONCRETE CRAWL SPACE D SHELF ' #5 REBAR(Qa 12"OC p w AND AT FTG(lYP) PL� - o• c. p a 1 ------- I Q o o ry I 'D I I II = X O I d l LIP XI N 2X6 FJ N ILL V Lo I I I NILL@16'OC `✓ I M Z O —, OI � I _ o 1 , I EX. (2)2X8 GIRDER G - L---� ----------------------------------------- F=$=� --------------------- ------------------- H 1 I a I I O to I I Iw u_V Q LCA X • IN\ v I I f " 3 -4 I , I T-n"RI nrK Fnl WnATKIN I � W (3)2X6 DF#2 ° / Q _ : CONCRETE #4 EPDXY COATED c 'L& FLUSH u v0 ; SHELF REBAR 12"OC ALL FILL BENEATH CONCRETE SLABS TO BE , ` O 1).8"(12"TOTAL w.SHELF WHERE REQUIRED THICK POURED CONCRETE O •p COMPACTED TO 95%RELATIVE DENSITY I ) FOUNDATION,3000 psi.VERIFY HEIGHT IN FIELD(+/-7').ADJUST AS I ♦------------ - -------------------------------------------v ' .. _ p ASTM D 689.COMPACTION TEST AS NECESSARY. _ Ln REQUIRED(FINISHED FLOOR TO MATCH EXISTING.EXTERIOR OF � a ° o a 'C a 'C ° - J n 4 FOUNDATION TO BE DAMPPROOFED AS PER N.Y.S.RESIDENTIAL CODE --- --------------------------- o --AN281 -- --------'-"'-- a' 1 WITHABITUMINOUSCOATING. } A'A n'� n' n1 A, �ll Q 1 _1 2).NEW FOUNDATION LOCATIONS TO HAVE 16"X8"(20"X8"w/(3) REBAR F---1 FOR WALLS WITH CONC.SHELF)CONCRETE(2X4)KEYWAY IN FOOTING. w 12'-81/2" 8'-81/2$) 1' - FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST FT Z 6 d ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). h+1 Z Lu 1 3).NEW FOUNDATION SLABS TO BE 4"THICK,3000psi CONCRETE ON C7 8'-0" COMPACTED FILL.INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB A MEETS ADJOINING WALLS. D z 21 -5 13 -0 4).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES U) TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR �T� FIBERGLASS SILL GASKET. W z U 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT G-0"O.C. (1 STY.) AND W/I 1'-0" Lo OF CORNERS,INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR Q '®r : ~ N E BOLT TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. SC N S PROJECT NORTH FOUNDATION PLAN 8).FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS. ����,�. y�✓� ;��1y DRAWN: MH/MS W SCALE: 1/4" — V-011 SCALE: 1/4"=I'-O" A . �. ,Al � JOB#. Wednesday,June 19,201 SHEET NUMBER: �' . .. c�I' 5 I REVISIONS 29'-9" lo 0 A D � r oQQOoQO Tll J O ti (• — — — — — l r O0 15'-0" I I I 10 2 x � U `o ------------------------- ------------------------- ------------------------- ° ❑ ❑ s --------------------------------------------------------------- ------------------------ EXISTING DEN CATHEDRAL CEILING EXISTING LIVING / DINING ROOM Z o MASONRY RAISED PATIO I I d REPLACE EX.DECK I I I I I I '-51/2„I I a Q � O 4 -0 - - - - - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - w UP + 00 I v' E-4 I I O O I I l EXISTING r — — — — — o I r BATH I I Q CATHEDRAL I I >, I CEILING I I Q 3'—6 EXISTING BEDgOOM NEW BILCO O CATHEDRAL CEILING min 21 ” I I (VIF) SHELVES I I O `2 Lc) x I I o (yi r 2X`C�i�i4 @16"OC I(I m N O IIAl Y ' i------- ---(2)1-3/4X14 MLw/-314"S��ELIIPSE�BEAM----_ --- -- (3)2X8 HDR (3)2X8 DR -J O L1824 OVL1824 O Q } L? � X p I 7 x o I O 1-3/4X20 ML(@12"OC I - O m W I I N r I 4'-6"RADIUS CUT ' ,^ O rT' Z I I O O aU I in Z w ----- �- ,� �- O D 1 1 Q CX135-3 -- -- 0- T�T� Q O 12'-81/2 8'-81/2" V U W ZLo U 21'-5" 13'-0" A A r" Ire '! 3e1 i DRAWN: MH/MSSCALE: 1/4"=1'-0" 1 y t ( ��• PROPOSED 1ST. FLOOR PLAN 4 :; .� JOB#: ,� °�1�r Wednesday,June 19,201 SHEET NUMBER: SCALE: 1/4" - 1 -011 REVISIONS D n o!0 polo o©oo�0000 0 0 -------------------------------------------------------------------------------------- I I N I I n I I U a M M M I 1 M H k K �+ w I I I I i v 2 Lo o n I I I I U co 1 - - - - - J - - - - - J I i o I � 1 � 1 � I 1 I 1 1 + !-1 EX. BEDROOM EX. BEDROOM EX. BEDROOM W z Q O Z O rL J1 Lir O F---i EX. HALL Q v0 /\ EX. BEDROOM W EX. BATH EX. OFFICE O I� Y O QO DN oo W Z Z_ W O � a O � O 2ND. FLOOR PLAN cl) co f- SCALE: 1/4" = P-0" W z � y F—� N DRAWN: MH/MS ` SCALE: 1/4"=1'-0" 9 JOB#: 1.r -. m Wednesday,June 19,201 � � :ra f'r �%.;�:•' SHEET NUMBER: I IA-6b REVISIONS D 0 ��D0 00 LW 0 0 r_________________________________ _____ ______-_-___-_-_____-_______--______ _________----___________________-__---________ _ ; '♦1 M ' U InIn H M K is EXISTING ROOF 1 � M I 1 I 1 I EXISTING ROOF I 1 -r------------------------ ------------ ----------- ---------- ----------- ---------------------------------------t I r_____________________ __t __ I 1 I I I I I I 1 1 ' f'1 I 1 1 1 I I I I I 1 1 I 1 1 EXISTING ROOF I ' 1 I I F•ti I I I • , I I I 11 II 1 i ___ _______________________________________________________- ' I 11 I� I I - I j I r____ r___________________________�_____ I I I I I I I I r-_______ __1 2X$DF#2 I ` ----------- ----J RR @16"0C 1 1 _ ____t EXISTING ROOF ' ' f EXISTING ROOF i12 ------------ I O4 O Lu .__-____-_r r.________________________________ I I I - - I I I I I I ��1♦♦ 1 ' 1 1 1 1 ♦ O X11 I ' 11 I 1 i�I 1 ♦♦ � O Ix W '2� V U) 121, � - --------------------------------z---------------- ad F! V 4 x --------- 2X8 RR N d x @16"OC Z V1 L() � N �,� N S`��r'�,. DRAWN: MH/MS SCALE: 1/4"=1'4" JOB#: . '�, Wednesday,June 19,201 ` �' `' ' SHEET NUMBER: 714 : .µ A�7 REVISIONS RESchecic Software Version 4.6.4 r Compliance Certificate RP���S Fk�ST�NC Project il�inergy Cock 2015 IECC Location: Southold,New York EXISTING CEILING JOISTS O O o� pO�o ConsGon trvcType: Single-family Oo 0 Proi Clunat Addition DO°00 Climate Zo Zone: 4 (5572 iiDD) — - - — Penmit Date: Permit Number. Construction Sate_ Owner/Agent: Designer/Con ractor EXISTING OIESE-OARAFALO HOUSr. Mark Schwarz;Architect 2195 NASSAU POINT ROAD P.O.Bas 933 OFFICE EXISTING BEDROOM CUTC4400ur.NY Cutchogue,NY 11935 631-734-4185 Ll mkse rchitectea ptwJine.net 12 ( ) X w/3/4"STEEL o " - 4 UPSET BEAM N Ccrrohai 12-2%Better Than Lade Mulmurn UA: 41 Yaw UA:36 ataxlmum SHGC 0.40 Your SHGC 0.31 ( ' tha 9Y 9Nr ro wxw lfi.n[ad.ind..n0.cd hvw dorm—n i.wo.Hu i i.i­da b.6iNJI . v ry sooeS uor R'.«d.."..,:..w"r..+,�v.,a=«.e..�ewr....ia...�oaa•t+.w. EXISTING FLOOR SYSTEM jx �-•] - - - - 2 @1 a rn ti Envelope Assemblies w x 03 Z E. Floor 1:All-Wood JoisVTruss===:0.ditioned Space 130 0.0 19-0 0.043 6 .2 Wail 1:Wood Frame,I6'O.C. 355 D.0 19.0 0.043 14 CJ U m FF] F r:t Window 1:Wood Frarne:DoublePane with Low-E 36 0.290 10I EXISTING KITCHEN EXISTING LIVING M SHGC:0.31 pROO p CeiLng 1:FLat Ceding or Scissor Truss 130 0.0 21.0 Ill 6 Compliance S:a:ement:The proposed building design deza'ibed here is consistent with the building plans•speakations,and other cala.lations submitted with tole permit application.The proposed buildinq has been designed to meet the 2015 IECC requirements in RESci.k Version 4.6-4 aad m comply with the mandatory requirements listed in the REScheck Inspection Checklist Name-I L e S.,griature Date — _ _ — FLQQR IIIIL__ MAMM EXISTING FLOOR SYSTEM EXISTING FLOOR SYSTEM - - - - - 2X6 FJ@16"OC 7 7Z Fo, Z O 0j D r EXISTING EXISTING EXISTINGF'+ U iO 71, 8"PC WALL ,� FOUNDATION FOUNDATION FOUNDATION Q� U DAMPPROOF 7 f--LJI i _z Project Title: Report date: 03128119 .2a; a Data filename:CALlsers%Drafting StationlDocumenCsSREScheck%GE[SE-GARAFALA.rrk Page I of 1 a s 4"SLAB L 7Z o o W U 16"X8"CONC.FTG Q (2)#5 REBAR F i SECTION A-A 1 SCALE: 1/4" = 11-011 o a 3 va 1/2 11/4 11/4 LAV. SINK I3• U W.C. 1 1 W W.M. D.W. F.AI. IF �1 2- (�.( 3 tva O �2. B/ 0• 0• � • • 14 �r C.O. ,In 3 z 4 FASTENER r&F' Si TO Ai BAm CHT4"CPIC STEM BA9ANOR WITH 16•«C TROUSE EMBEDMENT GPLUMBING SCHEMATI N.-10 EWS BASEDANCHOR WITM 16•« �1 1 n/ Y an.EMBEDMENT LENGTH N.T.S. SLOPE"1/4"PER FOOT PITCH TO DRAIN 1/4m.do LAGSCREW I I III BASED ANCHOR WITH 36•« • I ' •• 1 O O Zn EMBEDMENT LENGTH 3/4"APA PLYWOOD SHEATHING 1 Il 1 I 1/2"PPA MTED SHEATHING l GRADEP MOOD I z (ALTERNATNNE:7/16.05.8.) I / I / I � 1/2•APA RATED SHEATHING S I I I GRADE I ® 1 1 1 ' �� I Z w PLYWOOD ' t I I ITFF (uTERNATrvwE:7n6•osa) l � I� l I! it ► i) ► ° O FASTENER TYPE: SPACING. If 1 2X4 DFA2 r I ( 1 BASED WOOD-SCREW HOR WITH 10"« in. l I I STUDS— WINDOW TWS /.".•. WINDOWSILL 2EMDM UEENiLENGiH I /� I •/ I r 1 • rl /- TYPICAL WINDOW OPENING No.ID WOo6S BASED ANCHOR WITH WITH 12"OC V I I I y 1 Q /1 PANEL SPAN EQUAL OR SMALLER 2ht EMBEDMENT LENGTH I I J THAN 4 FEET ua".db LAGSCREW BASED ANCHOR WITH 16"OC I `- + , V/1 Lo Ll dn.EMBEDMENT LENGTH - TYPICAL DOOR OPENING : PE: SPAQNG: PANEL SPAN GREATER THAN 4 FEET MULTIPLE Pi ASSEMBLIES 'TT04 2-2X4 Di STUDS CONNECTEV" _ AND EQUAL OR SMALLER TOGETHER WITH STAINL�WAX THAN 6 FEET OR GuvlNlzeD BO 'R w e^« AND NUT5LU Lil � ,EN1h1E, ' "....'.' TYPICAL MULTIPLE OPEEMgEDM "« . . . . . .• . . .'. '• PANEL SPAN GREATER THAN DRAWN: MH/IVIS LAGSCRFW INSTALL WINDOWS)PLUMB,LEVEL AND SQUARE INSTALL JAMB FLASHING. INSTALL A DRIP CAP(IF FOLD HOUSEWRAP DOWN AT HEAD;TAPE AND EQUAL OR SMALLER( �, m Pty• � PER MANUFACTURER'S INSTRUCTIONS;SEALANT APPLICABLE); HEAD FLASHING:AIR SEAL WINDOW AROUND THAN 8 FEET A 1A W SCALE: 1/4"=1'-0" BEAD AT JAMBS AND HEAD MAY BE OPTIONAL INSTALL HEAD DLASHING ENTIRE PERIMITER ON THE INTERIOR WITHSEALANT OR NON-EXPANDING FOAM; ' -• BASED ON RISK FACTORS;IF SEALANT IS INSTALLED EXPAND- WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL {: r _,; � JOB#: IT MUST BE CHEMICALLY COMPATA13LE WITH )i '�� ,,qq ^• i y ING FOAM SHOULD NOT FILL THE SILL PAN. �} -yi•".,, HOUSEWRAP AND FLASHING, AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) ;, ,. Wednesday,June 19,201, WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" 1 C?dg1�l SHEET NUMBER: WINDOW ' H AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO � � W T H O U S EW RA P D ETA I L COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL JL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. A-8 ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. CODE 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT CLIMATIC&GEOGRAPHIC DESIGN CRITERIA GROUNE WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN FLOOD LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS LOAD (MPH) CATEGORY DEPTH MODERATE SLIGHTTOTEMP. REQUIRED HAZARDS' 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. SOIL COMPACTION: 4"MAX. 1 CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000 �- --7 KING STUDS CAPACITY. # 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL 4"DIA.MAXIMUM RAFTER CRIPPLE STUD CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. � Q 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 LEDGER AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE Qoo ��® RIDGE4HEADER FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. z_ ;E RAFTER JACK STUDS DECK AND COVERED PORCH NOTES: m1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. 11 fasteners,hangers and anchors to be galvinized or stainless steel. ).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. RAFTER-TO-LEDGER CONNECTION Girders on concrete piers shall be anchored with proper steel connectors anchored LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS 16"OC WITH 'WASHERS HEADER-TO-POST/STUD CONNECTION into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER I DESCRIPTION I APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete •-+ STAIR RAILING LOCATION USP NUMBERI DESCRIPTION I APPLICATION 2x6-2x8 LS26 118ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall r� ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 15210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER IALLOPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD be 3 ft.below grade. m 1-1/2"SPACE 4).Deck joists to have blocking at 8'0 o.c.. a M 1 � M MINIMUM ).Flashing shall be installed between the building and ledger.Lapping up the sheathing M ti and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts at 16"o.c. Jitr U t >4 13 HANDRAILS RAFTER C.,1 za c 00 6).Concrete piers shall be a minimum 6"above grade. RAFTER ).All joists to be supported with hangers and anchors.Each Joist shall also be anchored �•�s '� w m to girder(s). ;z ^. z U POST 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. TOP PLATE TOP PLATE 9).Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal for any contact with ACQ. z BALUSTERS OPEN BALUSTER ATTACHED TO WALL WALL STUD WALL STUD RIWDECK JOIST o c HANDRAIL NOTES: All required handrails shall be of one of the following types HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION or provided equivalent graspability. LOCATION USP NUMBER DESCRIPTION APPLICATION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION 1).Type 1.Handrails with circular cross section shall have an OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLATE RTIS TYDOWN ANCHOR CONNECT EAC''-1 outside diameter of at least 1-1/4 inches and not greater SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION than 2 inches.If the handrail is not circular it shall have a CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER CONNECT OVER USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS perimeter dimension of at least 4 inches and not greater PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUDZ than 6-1/4 inches with a maximum cross section of EACH RAFTER dimension of 2-1/4 inches- 2).Type Ii.Handrails with a perimeter greater than 6-1/4 F—I inches shall provide graspable finger recess area on both 4"MAX. sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest 4"DIA.MAXIMUM portion of the profile and achieve a depth of at least 5/16 GIRDER/HEADER inch within 7/8 inch below the widest portion of the w H profile.The required depth shall continue for at least 3/8 C_ W inch to a level that is not less than 1-3/4 inches below the GIRDER/HEADER Q o tallest portion of the profile.The minimum width of the Z handrail above the recess shall be 1-1/4 inches to a O JOIST POST/COLUMN ° ° maximum of 2-3/4 inches.Edges shall have a minimum ^ o° radius of 0.01 inches. F••-i t--•1 ° POST/COLUMN U GIRDER/HEADER NAILING SCHEDULE H ROOF POST-TO-GIRDER/HEADER CONNECTION HE HI NAIL NAIL JOINT DESCRIPTION NOTES O LOCATION USP NUMBER DESCRIPTION APPLICATION QTY. SPACING F-� O 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN STRUCTURAL PANEL 8d AS PER TABLE 3.8 U DECK/PORCH RAILING SPLICED JOISTS OVER HEADER/GIRDER WFCM-SBC LOCATION JUSP NUMBERI DESCRIPTION APPLICATION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION ~^ JOIST TO GIRDER/HEADER I RTI 0 ITYDOWN ANCHOR CONNECT TO EACH JOISTI HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS ROOF FRAMING: ^H NAIL JOINT DESCRIPTION QTY SPACING NOTES {—( RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL:4-8d COMMOI, RAFTER CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL o TO TOP PLATE 10'WALL:4-8d COMMOI, JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE d STU PARALLEL RAFTER WFCM-SBC LAP NAIL ° BEARING PLATE GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL ° WOOD JOIST COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM-SBC END NAIL BLOCKING LEDGER ' • TO RAFTER 2-8d COMMON END EACH OIL O ° GIRDER/HEADER u WOOD JOIST •� RIM BOARD 2-16d COMMON EACH END I Y WOOD JOIST I CONCRETE PIER TO RAFTER END NAIL "••' WALL FRAMING: Q O } FLUSH JOISTS WITH HEADER/GIRDER '•' JOINT DESCRIPTION NAIL NAIL NOTES Q QTY. SPACING O CEILING JOIST TO BLDG.CONNECTIONTOP PLATE FOOT Z ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED 2x WITH 2-16d COMMO FACE NAIL TOP PLATE TO PER W LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS(x316"OC WITH WASHERS THE PROPER STEEL CONNECTOR. DOUBLE IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS (MINIMUM) HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT 4-16d COMMO JOINTS FACE Z LLI TO ALLOW FOR SHRINKAGE. FOR HEADER INTERSECTIONS EA.SIDE NAIL D OR BEAM LOCATION I USP NUMBER I DESCRIPTION APPLICATION STUD TO 24" FACE O 2-16d COMMO ROD j j (2)BEAMS IPAU44 OR WE44 0 POST/BEAM ANCHOR APPLY TO EACH PIE STUD O.C. NAIL � O FLASHING TUCKED UNDER REQUIRED (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR H APPLY TO EACPIE HEADER TO 16d COMMON 16"O.C. FACE D FOR STU HEADER ALONG EDGES NAIL TOP PIECE OF SIDING ANDQ TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END V LAPPED OVER FIRST CONTIN. I I PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL PIECE OF SIDING BELOW BOTTOM PLATE TO: PER FLOOR JOIST,BAND 101ST• 2.16d COMMO FOOT FACE NAIL Z U 1/2"DIA.LAG BOLTS W/WASHERS THREADED ROD END JOIST OR BLOCKING T/•� CONNECTED TO BLDG.p16"OC LOV 1 STRINGER CNW COUPLER NUT POSTN DECK FRAMING: 04 ,r'" �� @16"OC NAIL NAIL ` ' 4 ) - MINIMUM JOINT DESCRIPTION QTY SPACING '+ .T (2THRUa, END DISTANCE $t� JOIST TO: PER BOLTS SILL,TOP PLATE OR GIRDER JOIST FLOOR FRAMING PB44 POST a t s 4-8d COMMO �' � °✓�� 2x JOISTS t _ � • ANCHOR . MINIM M T. E ¢Y "dia. " BRIDGING EACH' O ° 2-8d COMMON � �. . DRAWN: MH/MS PIER TO JOIST END' JJY+IL r t„ �1 16"TREAD o 'o °EN6 ANICE 12"x12"x12" 3 E BLOCKING FOR 4"° "" SCALE: 1/4"=1'-O' JOIST HANGER O'•• . CONCRETE FOOTING a i BLOCKING 2-8d COMMO EACH- E. t- + N,,., JOB#: LAG BOLTS •� � � t >•°o � ••> ".4�•• a"� s"V TO JOIST END}� N IL 'i, �sC"L r �,,rr GRADE >y a GONG SLAB t y BLOCKING TO: EACH T E 7 RIM JOIST/BD. G a �'o (AS REQ.) Q ;o • SILL OR TOP PLATE 3-16d COMMO .BLOCK' 1V_IL ~`�"'"' •v° ' Wednesday June 19,201 " :A HOLLOW COLUMN UPLIFT LEDGER STRIP EACH ,; "F(�L€ r�1 C 1 SHEET NUMBER: o•" 3-16dCOMMO �fq d 8"dia. a s�� DECK PIER SIMPSON STRONG TIE MODEL STRRI/2 DECK POST FTG.CONNECTION TO BEAM JOIST AI y DECK/PORCH LEDGER CONNECTION 3•_0 3-8d COMMON ,o e CONC. a" •• PER PLAN INSTALL AS PER MANUFACTURE'S RECOMENDATIONS LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER PER `FSS^ TO BEAM JOIST NAIL:. ,"•--z s• pt9' e:99 4X4 POST IPAU44OPWE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER END S o "a 4 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO JOIST 3-16d COMMO 1015T NAIL A_Q v¢ � ¢ SIL OR TOP LATE FOOT e• 'Q 0 2-l6d COMMOJ PER TOE NAIL REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 0 0 KING STUDS D DRAFTER WALL STUD ENDWALL CRIPPLE STUD d C BOTTOM PLATE RIDGE LEDGER BATHTUB O°o o°O HEADER DOUBLE JOIST �0 SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS Ll ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS 70 HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR O HOLD DOWN BOTH BUT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18 a. SLOPE HANGER APPLY TO EACH RAFTER LEDGER ( ) ^+ ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE N THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC ti WALL STUD THROUGH-ROOF EXHAUST a VENTS SELECTED AND LOCATED BY CONTRACTOR �; y h METAL STRAP U w Cc RIM BOARD VENTILATION CHANNEL It �-+ AS REQUIRED RAFTER �r 0- w M SILL PLATE(S) RAFTERS MAINTAIN "� Q� VENTILATION C] ti WOOD JOIST r� FOUNDATION TOP PLATE BLOCKING • - - - � - � - 2x4 LEDGER BLOCKING •- 0 STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A FASCIA 0- MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'D" O.C. �i SHALL BE COVERED WITH CORROSION- 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SCREENED VENT ON ALL OPENINGS �� OPENINGS OF 1/4 INCH IN DIMENSION. CONTIN. SOFFIT/ EXT. PLYWOOD i INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS ON ALL OPENINGS / i� 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR CONNECT EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CI� 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS ��� 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOM ANCHOR EAOCHECT OVER BEARING WALLS AND HEADERS RAFTER Z ON ALL OPENINGS i 2ND. FLOOR WALL / �••�� O I� ' RAFTER l W F•••i Q WOOD JOIST O 1- TOP PLATE GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST a/ AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION Z INSTALL 4'0" O.C. O O 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION ON ALL OPENINGS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH U RAPIER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH THE PROPER STEEL CONNECTOR. INSTALL 4'D" O.C. RRFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2' HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS F--i ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD Fn-1 f�1 DBL. SILL PLATE TERMITE SHIELD i �— SILL GASKET 1 1 TYP. CONC. FOUNDATION ( A 6 .0NG. SLAB MILPOLY %k I W DAMPPRUUf EXTERIOR 6MIL POLY ON EXTERIOR V GRANULAR FILL ` I I V1 • V � STEEL COLUMN I p � ` I •p A • - , 4 4 % CONC. SLAB I p �.° v ANCHOR BOLT EMBEDMENT: % A // I O COMPACT FILL �'4 P)URED CONCRETE: 7" •p V i B-OC K WALL: 15" % Y KEYWAY FOOTING o V /� • • 4 ° A.a •• p CONC. FTG. 1 •p Q•p L o ANCHOR BOLT CONNECTION USE WITi 3x3 SQUARE WASHERS O (USF LBPS58 OR BP583) Q O g " p 0 REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I I I W DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING i SILL PLATE TO FOUNDATION CRAWL SPACE R FOUNDATI N 1 STORY 72" OC Z TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATIONz w WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC O `fi`nn WALL BOTTOM PLATE TO FOUNDATION V SLAB-ON-GRADE 1-2 STORIES 57" OC 0- U I r SUBFLOOR I , w CONC. SLAB WWM -DOORFRAME X6 SL ��/ COMPACT FILL I DOOGARAGE a _JOIST �T� z U I I USE 2X8 STEEL BEAM ��w//�� I ^♦ FOR BLOCKOUT V1 L(7 • 4" SLAB W m •' I //` ♦♦♦ W/ 6X60 W_MM • eM SLOPE NOTCH JOIST NP.T. PLATE 4DRIVEWAY NUTHEIGHT >AoAn< I (WITH A NAILING PLATE FNEEDED) • 3• • s• :• • TO BE APROX. 1/2" OR HIGHER THAN GRADE 4 S^-_Q-s-��-'-- ► ► ►• �•.� ° °° °° • • • • (PROVIDE STRAPPING TO KEEP JOISTS ALI �r r �` p, q 4 • STEEL BEAM TO ALLOW FOR SHRINKAGE"��s(, sc o 'D 'o C _ p p 'O o • ° ,p = e� .F ^ :ate' X11 . 1 DRAWN: MH/MS 6X6 W.W.M. •� Q +•- Q-"•�— Q � ° _ill I I II MIN. 4 • REINFORCING BAR ^ = n ' • ° ° 'o • ° �w'o° ,',� 'r' SCALE: 1/4"=I'-0" •G ► REINFORCING BAR • II ? O,°'o T •, •. % DRAIN TILE 11 1 �•• • 4(}•� o °a ° I- f `,S EL J 7 JOB#: e :• 12 JT I• 'I IQ1 .> Wednesday,June 19,201 e► ° k� TE L 0 EAM)Cir! it SHEET NUMBER: TYPICAL GONG. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. �:1 �� ►A�L� �'a ''}' GARAGE DOOR BLOCKOUT •�w ��fr a REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of l0d common nails required CTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-3d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL:48d COMMON RAFTER TOE-NAIL 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) intent and framingdetails.Th are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to to late shall be in CEILING JOIST 8'WALL:3-3d COMMON EACH They g g P P TOE-NAIL �1 for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:48d COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES �°�1���°0 p P P P CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE O o 0 0 OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 OOQOp 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: DECKS 40 � meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER 7ABLE 3.4 EACH FACE These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-sd COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOMS OTHER THAN SLEEPING (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ( ) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAILN construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS ANY DIRECTION 200 QTY. SPACING (DESIGNED FOR CAT.C) ~ precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2_lEd COMMON PER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 'y '"� "� n anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 ,_4 a� 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE '� 4-Rd COMMON U INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE ,� x 2 w 6).The General Contractor is to ensure that mason or refabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: U os o Ln masonry P P STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE -� `° s °O or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-IEd COMMON �, STUD O.C. NAIL S m.: x o attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Y SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. v 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. v HEADER 16clCOMMON ALONG EDGES NAIL SMOKE&CO2 DETECTORS I U such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified � U in table 3.15a-b. TOP OR BOTTOM 2-lEd COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION �+ 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-]Ed COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC G ° 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: z FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-]Ed COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1).The General Contractor and Mason to reviewlans,elevations,details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1.2 p GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD MPH CATEGORY DEPTH TEMP. REQUIRED Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when (MPH)2).All footings to rest on undisturbed(virgin)soil. NAIL NAIL interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY. SPACING 2.4.4.2 and 2.2.4 respectively. 4-Sd COMMON NOTES MODERATE SLIGHT TO 20 PSF 130 6 SEVERE 3 FT. - 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 11 YES 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL concrete or masonry walls occuring in exterior or unheated interior areas. ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: V1 Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES O be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE h-� 5).Unless otherwise noted,all slabs on grade to be 3000 p.s.i..Concrete to be TO JOIST 2-8d COMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: [� o Where a ride is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE SEE NOTES:1 (BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95/o relative density with g INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. V] 3-16d COMMON NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL W along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces n at provided with r minimum 18".of access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMONJOIST NAIL Z 8x16 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER DECK AND COVERED PORCH NOTES: 3-8d COMMON PER TOE NOTES Z 7).Dampproof exterior of foundation with bituminous coating as per section 11406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMONQ U TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. F; g P J P Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE 2-16d COMMONFOOTSEE NOTE-1 2).Tabulated inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. F- For framing members with<0.42<6<0.49,the nail spacing shall be reduced to 6 inches o.c. O 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind NAIL NAIL F i Edition Wood Framing Construction Manual. 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION QT, SPACING g Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For below rade.Porches with covered roofs shall have 12"dia.concrete AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. i"i U g piers for the girders. STRUCTURAL PANEL sd W-CM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE Q SHEATHING LOCATION NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD Q otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QT, SPACINGSEE NOTES:1,3 (BOTH FIELDS) 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD where needed. GYPSUM 7" O.C.EDGE 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS INTERIOR ZONE 8d COMMON Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10 O.0.FIELD @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade. openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall WALL SHEATHING; NOTES rTl openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored to girder(s) NAIL NAIL W and blocking where applicable. . JOINT DESCRIPTION QT, SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. C/) 5).All flush beams/headers to be installed with heavyduty g 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathingwithin 4 feet of the corners,the 4 foot edge zone attachment requirements shall y galvinized hangers and PANELS 8d COMMON WFCM-SBC be used. g q O anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE C 6d COMMO 6).Double up floor joists under walls that run parallel to the floor joist and under bathtubs 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Y Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. 5d COOLERS 0 P WALLBOARD 10"O.C.FIELD 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. ¢ } other access openings unless otherwise noted(typical). FLOOR SHEATHIN(i: 1 .PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. O 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, LLJ 8).Dormers running u roof rafters are to be supported y provide adequate bracing an p y JOINT DESCRIPTION NAIL NAIL ) W Z g p pported b double rafters on either side P q g d plates to protect and secure the structure.Verify with the QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. ��TT where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted.HVAC SYSTEM NOTES 1"OR LESS STRUCTURAL PANELS 6"O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 8d COMMD 12"O.C.FIELD F-�-i Z Ld 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists Section 11602.8-FIREBLOCKING REQUIRED under all bearing walls. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) CL 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: and to form an effective fire barrier between stories,and between a top story and the roof space. O requirements. Q = 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF Fireblocking shall be provided in wood frame construction in the following locations. U needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTESONLY. W F- equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor U) 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 W Z (� CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed r--� 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech I Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. � Lo plywood subfloor shear capacities,nailing requirement:for structural W adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed �- '� ;f H N over subfloor as per manufacture's instructions. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, A , ; O .'� 1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. G 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces -c,!i��,y ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. QV DRAWN:DRAWN: MH/MS to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced tot-16d nail per foot. i,,� "s ji 3).All electrical work to complywith 2014 NEC. SCALE: 1/4"=1'-0" k._ w'. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage f �, , 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or SOIL COMPACTION: Flame and products of combustion. g Y �' d JOB#: approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section 11314 p M torch down a material over. and 11315 of IRC. �~ Wednesday,June 19,201 type 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL 5).For the fireblockin of chimneys and fireplaces.refer to Section 111001.16.N.Y.S.Residential C3 ) g Y P � SHEET NUMBER: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR P P P REMOVE AND ADD ADDITIONAL FILL AS NEEDED. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP (5.7 SQ.FT.2ND.FLOOR) AND BASES.USE WITH FLASHING CAPS TO MIN.44"SILL-AFF COVER TOP 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE' A- 1 DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.