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Home My WebLink About31142-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31544 Date: 04/24/06 t THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 195 MATHEWS LA CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 84 Block 1 Lot 15 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 15, 2005 pursuant to which Building Permit No. 31142-Z dated MAY 18, 2005 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 & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5683 DATED 4/14/05. The certificate is issued to JANET HEALY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2081322 01/17/06 PLUMBERS CERTIFICATION DATED N/A uthorized Signature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 6 l J APPLICATION FOR CERTIFICATE OF OCCUPANCY'" This application must,be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed.application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling $25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: �ex� YG�G /1 House o. t eet Hamlet Owner or Owners of Property: ' Suffolk County Tax Map No 10 , Section Block Lot Subdivision l/ Filed Map. Lot: Permit No.��l�y Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 1Slicant Signature r� co �3T�7 J t 14;L �5011M 1 ��LPLnLP��LPLPLPLPCMI 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET - NEW YORK, NY 10038 5 5 5 5 CERTIFIES THAT 5 5 5 5 Upon the application of upon premises owned by c� 5 5 JANET HEALY C5 P.O. BOX 18IC INC. 195 MATHEWS LANE 5 P5j LAUREL, NY 11948-0518, CUTCHOGUE, NY 11935 5 5 5 5 Located at 195 MATHEWS LANE CUTCHOGUE, NY 11935 5 5 5 Application Number: Certificate Number: 2081322 5 PP 2081322 c� 5 Section: Block: Lot: Building Permit: BDC: ns11 5 5 5 Residential0-599 square ft. occupancy, wherein the remises electricals stem consisting of 5 Described as a p y, p y g 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 First Floor, 1 room addition,Outside, 5 e5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 55 authority having jurisdiction, and found to be in compliance therewith on the 17th Day of January,2006. Name OTTY Rate Rating Circuit Type 5 Wiring and Devices �5] 5Outlet 2 0 Fixture 5 5 Fixture 2 0 Incandescent 5 Outlet 11 0 General Purpose 5 5 Receptacle 9 0 General Purpose 5 5 Switch 1 0 General Purpose 5 5 Dimmers 1 0 5 Paddle Fan 1 0 rr,] 5 Receptacle 1 0 GFCI 5 5 5 5 5 5 5 5 5 5 5 5 seal 5 1 1 of , 5 5 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location,indicated. 5 5 o �LLp��L'L: IL3 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31142 Z Date MAY 18, 2005 Permission is hereby granted to: JANET HEALY 195 MATTHEWS LANE CUTCHOGUE,NY 11935 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA APPROVAL #5683 at premises located at 195 MATHEWS LA CUTCHOGUE County Tax Map No. 473889 Section 084 Block 0001 Lot No. 015 pursuant to application dated MAY 15, 2005 and approved by the Building Inspector to expire on NOVEMBER 18, 2006 . Fee $ 150 . 00 4horized i ORIGINAL Rev. 5/8/02 APPEALS BOARD MEMBERS so yo Southold Town Hall Ruth D. Oliva,Chairwoman 53095 Main Road- P.O. Box 1179 Gerard P. Goehringer Southold,NY 11971-0959 Vincent Orlando Office Location: James Dinizio,Jr. • �OQ Town Annex/First Floor,North Fork Bank Michael A. Simon OIyCOUm,� 54375 Main Road(at Youngs Avenue) l Southold, Y 11971 �'J� T _' .,� •M`~~ ' http://southoldtown.northfork.net 6 2005 BOARD OF APPEALS __ TOWN OF SOUTHOLD B�.�C,. DLPT. Tel. (631)765-1809-Fax (631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF APRIL 14,2005 ZB Ref.5683—Janet Healy Property Location:' 195 Mathews Lane, Cutchogue CTM 84-1-15 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 H category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 20,011 sq. ft. parcel has 155 feet along the north side of Mathews Lane and is improved with a 1-1/2 story, single-family dwelling with garage, accessory swimming pool and shed as shown on the November 15, 1991 survey prepared by Roderick VanTuyl, P.C., amended by Mark Kevin Schwartz,A.I.A. to show the proposed addition. BASIS OF APPLICATION: Building Department's December 13, 2004 Notice of Disapproval, citing Sections 100-242A and 100-244 in its denial of a building permit to construct a proposed sunroom addition, in a location that was determined to constitute an increase in the degree of nonconformance with a new rear yard setback less than the code required 50 feet. The applicant proposes 44+-feet from the rear lot line to the new construction. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on March 31, 2005 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence,the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicant wishes to construct a 14' x 22.5' addition as a new sunroom at the northwesterly corner of the existing dwelling, approximately 44 feet from the rear property line, as shown on the undated floor and elevation diagrams, and November 15, 1991 survey prepared by Roderick VanTuyl,P.C.,with sketch,all prepared by Mark Kevin Schwartz,A.I.A. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections,the Board makes the following findings: 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant propose a single-story addition, and according to Page 2—April 14,2005 ZB Ref.5683—Janet Healy CTM ID: 84-1-15 the floor diagram prepared by the applicant's architect measures 14' x 22.5' in size, in the northwest corner of the dwelling, and at not less than 43 feet(44+-)feet from the rear property line. 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 addition will be built in an existing notcheof the house and will utilize the west side of the room to maximize the sun's heat(for a new sunroom). 3. The variance granted herein is minimal and represents a six-ft. reduction from the code, which requires a minimum of 50 feet for a minimum rear yard setback. 4. The difficulty was self-created and is related to the need for a sunroom, which is proposed in a location that does not meet the minimum rear yard setback requirement of the zoning code. 5. 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. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an addition,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 Orlando, seconded by Member Simon, and duly carried,to GRANT the variance as applied for (with not less than 43' from the rear line), as shown on the undated floor and elevation diagrams, and November 15, 1991 survey prepared by Roderick VanTuyl,P.C.,with sketch/amendment,prepared by Mark Kevin Schwartz,A.I.A. 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. Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Goehringer, Dinizio, and Simon. This Resolution was duly adopted(5-0). Ruth D. Oliva, Chairwoman 5/13/05 Approved for Filing o��OF SO(/Ty�l - 311 �-- � . a coulm,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �� INSPECTOR �. i oF souryo�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [( INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE � � � �� INSPECTOR S` OF SO(/Tyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION XFRAMING./ STRAPPING [ ] FINAL T-- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: I�- 04, 17- 1 DATE �� INSPECTOR 1. OF SO(/lyolo coutol TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: )'.."4� V-- IL � . v k- 10, DATE INSPECTOR s' Mark K. Schwd!�z, AM -Architect, PLLC 9 P.O.Box 933 Phone:(631)734-4185 �,. Cutchogue,New York 11935 Fax:(631)734-2110 r' ,7 May 30, 2006 Southold Town Building Department Main Road Southold,New York 11971 }III i r Re: Healy House 195 Mathews Lane �- Cutchogue,New York SCTM#1000-84-01-15 Permit#31142 l To Whom This May Concern: Please review the following information for as-built work at the aforementioned project: • The fireplace shown on the plans was not installed. • The ceiling of the addition was constructed with a flat ceiling. • The north wall of the garage has 5/8" gyp. Bd.installed over the studs. i l Please call this office if you have any questions or require additional information. Very truly yours, 1:t gr. Mark Schwa,', HealyBldgDept.doc l FIELD INSPECTION REPORT DATE COMMENTS W b FOUNDATION(1ST) C FOUNDATION(2ND) L .1 Al ROUGH FRAMING& H PLUMBING U r INSULATION PER N.Y. STATE ENERGY CODE ' .a � L FINAL } ADDITIONAL COM NTS (� r0 � ' 'o S1 m 1 ►q o O x y x e r ro H TOWN OF SOUTHOLD f r BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT J 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 www.northfork.net/Southold/ PERMIT NO. 7 Check4 I JA, Septic Form / N.Y.S.D.E.C. Trustees Examined ,20 y Contact: Approved ,2C Alin Mail to: Z ff4e4,�l2E7-- Disapproved a/c /Z p6 �� /3 WJe,dMix -� 734 - 4-1�.� � Phone: Expiration 120 :. Building In pector 10 2004 APPLICATION FOR BUILDING PERMIT Date f2lo6lol 20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and ofbuildings 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 BMlding Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit'sh'all,be required. APPLICATION IS HEREBY MADE.to`thd Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold1,5.uffolk 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. l (Signature of applicant or hkme,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, archite , engineer, general contractor, electrician,plumber or builder Name of owner of premises )A-v 9-T:.' H-CA L Y (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section J* Block Subdivision Filed Map No. Lot (Name) 4. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S!� 7-/4t-- b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition t Alteration Repair Removal Demolition Other Work 4. Estimated Cost Fee (Description) (ToAMR aid on filing this application) 5. If dwelling; number"of dwelling units Number of dwellirig:ti each floor .1f garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. .SF,E. (0 c o —,-.j,5 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number�of Stories 8. Dimensions of entire new construction: Front Rearr` Depth Height Number of Stories 9. Size of lot: Front sU RQa Depth 10. Date of Purchase Name of Former Owner ` /I i 1, 11. Zone or use district in which premises are situated P b 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 4 13. Will lot be re-graded? YES N04Will excess fill be removed from premises? YES NO 14. Names of Owner of premisesjAmer Address Cu r c Hygr,y.E Phone No. 734- 2 4; 0 S' Name of Architect g2it SCd16e&irz, Address P O tu�9 3 3 Phone No 72d Name of Contractor Address ! vVm 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 PTO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 1. 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. STATE OF NEW YORK) SS: COUNTY OF ) being`duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor, gent orporate 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. f Sworn to before me this day of &v 200L( N Public Signature of Applicant BONNIEJ.DOROSKI Notary Public,State Of New York No.O1D06095328,Suffolk CoQunty Term Expires July 1,20.-A t. •}•��1•�• f i" �s' .y(,, �' 1 ;1C �L 'Z u . .. PSM! Y ;/C f'1{>< Y A, •{r's• !d �y :s ti n a -Ti",,AEL , an• 1- _ - ..t .r I,• ^e: yn9 ,.: .fix' i r .lr`/ {iyl._. ` " x"'ILr ••14� i!4:r•r •,k'' • t' -,y 't .•i :V,f,. ! 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UNTY MR'� 'x-��'��•++.+1-.�.> - iit. nti'r�^� a . `• , AS.Z1GrA�r., (rb •. .+dr �'� „. : ` . ' if!•f K'L�`1vKeJV 'Y A•',i i R��p CK }fAN Pit Y'�.t' ,� SOUTHOL TOW.IN t. ;'''�'-•--�-.-":t _""�'""•""'•,'"' MY 3'""""'' I.l�•G.AI�( `�1t�1� 'fit'• !� tom, �� ''��u`Zd� �+y .•�.i S 7 •I W ND=BOR-RE:DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL ' r I � I � J- I 1 I �- h� r� ULTIPLE SECTION ASSEMBLY: II i I 1/4'THICK BOLTS @ 2'OC I I II II I I .- li II I I II II I I II II N.T.S. la- ): I�- I`I- FOR PANEL SPANS: 4 OR WIDER SPAN I I I I I I 23/32'APA SPAN-RATED 4W4 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4') I r' II II 2x4 STRONG-BACKS @ 24.00 la. 1j- ASSEMBLY: U PREASSEMBLE PLYWOOD TO 2x4'S:#1 OX3'(w/WASHERS)GALVINIZ�D OR I I STAINLESS STEEL WOOD SCREW @ 12.0•C• I I 2).ATTACHING STRUCTURAL PANEL.FASTEN TO BUILDING w/ 11, #10x3'(w/WASHERS)GALVINIZED OR STAINLESS STEELy+`3'`"►'�°+s WOOD SCREW @ 16.O.C. Ap- �; 3 0 �•� ; ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: "°�4 IN S(�`,5� #10 TEE NUTS ATTACHED TO BLDG.w/#10x1-1/2 (W/WASHERS) �� A MACHINE BOLT @ 12.O.C. N 1 a V C AJ r AD �" �! `" 6 ;4" UNDERWRITERS CERTIFIC i L F' « REQUIRED -� 6 AAPPD AS NOTED - Fw�s. -�.r1 . .. =x 7 . vEcIL PA L•R DATB.P.# NO FY BUILDING DEPARTME�A COMPLY WITH ALL CO.'EBY: r MIO12oL^AA NOR- NEW YORK STATE & TOV� ., 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: - AS REQUIRED AND CONuIT �. • , \ `x� 1. FOUNDATION - TWO REQUIRED ]6� FOR POURED CONCRETE -SO:.-HOLD 2. ROUGH - FRAMING & PLUMBING SG! v 3. INSULATION SOUThOI�' 61 ' • _ ,,q - --- - --------- 4. FINAL.- CONSTRUCTION MUST =- • ' BE COMPLETE FOR C.O. N.Y.S.DEC ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW 7 YORK STATE. NOT RESPONSIBLE FOR k' o II DESIGN OR CONSTRUCTION ERRORS. '� 17 - - OCCUPANCY OR USE IS UNLAWFUL 1 WITHOUT'CE-R]J� 'S� �° �= OFOCCUPANCY ALL CONSTRUCTION SHALL FLOOD L�O� I N � , MEET THE REQUIREMENTS.OF THE COMPLY WITH CHAhT�� CODES!OF EWYORK<STATE. FLOOD DAMAGE PREVEN z .,SOUTHOLD TOWMI CODE. 2 I O 2'o 4- SC �.a S T-1 CERTIFICATION OF I N:Ca - IIZ NAILING & CONNECTIONS Y _FiEQUtRED: � 4 DO NOT PROCEED WITH FRAMING UNTIL SURVEY LAN OF FOUNDATION LOCATION ��Uc_NUr_ . YD 1z� . HAS BEEN APPROV ED. _SCE TWA_ TZ,i�► �.C(JTC-_70n L..E_( NEW Ca? U - f T!Ko - — IN s a by Opt DE._laid=A T1°F e- W5 LA N� -_ -- - -I o ref-- L N. j► :K _��d�r2Tz 24 - � c H cTGGT, P c. I - J I , i - IN scy� ' ! _ Oft r� �} �� J2233Q•*' �..i✓sue r �r y. . i LCA) - M -= --------- -- �r3 -- - ..►_sue-� .� U --- �'�L2/ f zr ---- - --t O A .1' 1�10'1- C.� WIND FRAMING NOTES 'rG GENERAL 1).RIDGE-TO-RAFTER ASSEMBLY: 1-114"x 20 gauge strap shall be attached to each pair of rafters in accordance to tableS {A • T When a collar tie is used in leu of a ridge strap,the number of 10d common nails r r dZ h, CONS 1 RUCTION NOTES. in each end of the collar tie need not exceed the tabulated number of 8d nails in the J +j 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: y„ intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall: 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,rafte 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 $/ >t construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the take side of the building sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: 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 wnneclow, in 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 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 accordance with table 3.3. 3).Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift 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 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on•grade,15 inches in masonry block foundations,or lapped under construction means,methods,techniques,sequences,or procedures,or for safely the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the 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 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, anchor bolts are to be spaced between 6=12 inches from the end of a sill plate and all 5).Refer to the Window and Door schedule for-exterior openings. comers. 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and 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 such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.In the fieldshall be in accordance with the length requirements specified: in table 3.15a-b. 8).Wind load requirements shall be taken into account during construction. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type II exterior shearwails shall meet the requirements of table 3.15a-b times the appropriate length adjustment factors in table 3.16. 1).The General Contractor and Mason to review plans,elevations,details and notes to determine Intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with 2.4.4.2 and 2.2.4 respectively. 3).Provide 1/2"expansion joint material between concrete slabs and abutting ' concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached-with toift:connections in accordance 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window•.slll plates.shall be have steel connectors in accordance with table be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.L.Concrete to be 9).CATHEDRAL CEILiNGASSEMBLY: poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs Where a ridge is to be used as a structural beam,the rafters shall either be notched and to be minimum 3-112 inch thick. anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge 6). P Crawls aces to be provided with a minimum 1 B'x24"access opening.Install one along the open ceiling part of the building.Connections tolhe ridge and wail shall be be Pattached with the above.requirements. 8xl6 cast iron foundation vent for every 150 sq.ft.of area. 7).Dampproof exterior of foundation with bituminous coating as per section R406 of DECK AND COVERED PORCH NOTES: N.Y.S.Residential Construction Code..A.6-mil polyethylene film shall be applied over 1 j.Unless otherwise noted,ail framing material to be#1 ACQ.pressure treated lumber. the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be(2)2x10,bolted to each post with washers and nuts. FRAMING NOTES Girdem-on.concrete piers shall be anchored with proper-steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 1).All framing techniques and methods as prescriptive design of 1995 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. Edition Wood Framing Construction Manual. Use a minimum 1/2".dia-x 7"long anchor bolt with washers and nuts.Footings Shall 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. he 4 ft.below grade. Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. 3).Floors,walls,ceilings and rafters to be spaced at 16 Inches o.c.unless noted 51.A minimum of 10 Inch flashing shall be installed between the building and ledger. otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of openings.Beating wall window sills shag also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 41 and 6'0 and 2x6 wall openings between 611 and 8'9.Provide fire to girder(s). and blocking where applicable. 5).All flush beams/headers to be installed with heavy duty galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. anchors where applicable to all connecting joists. PLUMBING -NOTES 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 Floors to have ceramic tile installed shall bd verified for proper load capacity unless noted Construction Code. on plans. 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, provide adequate bracing and plates to protect and secure the structure.Verify with the 8).Provide insulation baffles at eave ventsbetween rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. needed' HVAC SYSTEM NOTES 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. 10).Unless otherwise noted use 3/4'thick T&G PTS Fir or Advantech plywood subnoor 2).HVAC subcontractor is.to fully coordinate all system data and requirements with the adhered with PL400 adhesive and screwed to floor joists.Finished floor to be Installed equipment supplier. oversubfloor as per manufacture's instructions. . .All bathroom walls to have 1R'thick moisture resistant sheetrock.Garage walls and 3).HVAC subcontractor to provide final system layout drawing and submit ft to the General 11). Contractor and owner for final review and approval. ceilings and over furnace to have 518"thick type-x sheetrock.All other parts of building to have regular fW sheetrock.All walls to be taped and finished. �ELECTRi CAL NOTES: 12).All roof with a pitch less than 4:12 shall be Installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material.over. 2).All electrical work shall be-approved by a qualified Underwriter. 13).All sill plates and wood In contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 be installed withafoam sill gasket and cop-r-lex termite shield or approved equal. of N.Y.S.Residential Construction Code. NAILING S FLAN CONTENTS: ' ROOF FRAMING: r OCCUPANCY CLASSIFICATION R3 RESIDENTIAL. NAIL „�• ES UILDING USE JOINT DESCRIPTION QTY. _ �4 BUILDING HEIGHT RAFTER TO 8'WALL:3-8d COMMON _N L TOP PLATE 10'WALL:4-8d COMMON RAF : ./ TOTA SQ. FT. OF CONSTRUCTION CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND TO TOP PLATE 10'WALL:4-8d COMMON JOIST ISS5 613C. HIGH.WIND EDITION,WOOD FRAME CONSTRUCTION MANUAL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES PARALLEL RAFTER WFCM-SBC LAP NAIL EXT. BALCONIES 60 CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE DECKS 40 OVER PARTITION WFCM-SBC LAP NAIL ATTICS w/o STORAGE 10 COLLAR TIE AS PER TABLE 3.4 EACH FACE ATT:CS w/ STORAGE 20 TO RAFTER WFCM-SBC END . NAIL DE51GN LOAD CALCULATIONS BLOCKING 2_8d COMMON EACH TOE ROOF (GROUND SNOW LOAD) 45 TO RAFTER END NAIL (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 RIM BOARD EACH END ROOMS (SLEEPING) 30 TO RAFTER 2-16d COMMON END NAIL STAIRS 40 WALL FRAMING: GAURDRAILS (ANY DIRECTION) 200 NAIL NAIL EXPOSURE CATAGO Y JOINT DESCRIPTION QT. SPACING NOTES LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION TOP PLATE TO 2-16d COMMON PER FACE NAIL (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE TOP PLATE FOOT SEE NOTE:1 NAILING SCHEDULE 5 E GENERAL NOTE PAGE TOP PLATES AT 4-16d COMMON JOINTS FACE INTERSECTIONS EA.SIDE NAIL EGRESS SEE FLOOR AN5 AND WINDO(U-SCHEPULE STUD TO 24' FACE STUD 2-16d COMMON O.C. NAIL HEADER TO 16d COMMON 16'O.C. FACE HEADER ALONG EDGES NAIL TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST,BAND JOIST,2-16d COMMON FOOT SEE NOTE:1.2 END;FOIST OR-BLOCKING PLUMBING RISER DIAGRAM FLOOR FRAMING: NAIL JOINT DESCRIPTION QTy SPACING NOTES JOIST TO: 4-8d COMMON PER TOE SILL,TOP PLATE OR GIRDER JOIST NAIL BRIDGING EACH TOE TO JOIST 2-8d COMMON END NAIL FIRE PROTECTION BLOCKING 2-8d COMMON EACH TOE SEE FLOOR PLANS TO JOIST END NAIL (SMOKE 4 CO2 DETECTORS) BLOCKING TO: EACH TOE TRUSS SIGN N/A - STANDARD STICK AM CONSTRUCTION SILL OR TOP PLATE 3-16d COMMON BLOCK NAIL ENERGY CALCULATIONS RESCHECK 3.5 RELEASE I LEDGER STRIP 3-16d COMMON EACH FACE TO BEAM JOIST NAIL CLIMATIC & GEOGRAPHIC' DESIGN CRITERIA JOIST ON LEDGER 3-BdCOMMON PER TOE TO BEAM JOIST NAIL BAND JOIST PER END GROUND WIND SEISMIC FROST WINTER ICESHIELD TO JOIST 3-16d COMMON JOIST NAIL SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS BAND JOIST TO: 2-16d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT SEE NOTE:1 45 LBS. 120 B SEVERE 4 FT. MODERATE SLIGHT TO 11 R E THIN TO HEAVY .MODERATE NAIL JOINT DESCRIPTION QTY SPACING NOTES ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: STRUCTURALPANEL 8d AS PER TABLE3.8 SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES WFCM-SBC AT PANEL EDGES SUPPORTS IN THE PANEL FIELD CEILING S H EAT H I N G: 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6'O.C. SEE NOTES:1,3 NAIL NAIL SEE NOTES:1(BOTH FIELDS) JOINT DESCRIPTION QTY. SPACING NOTES INTERIOR ZONE 8d COMMON @ 6"C.C. 8d COMMON @ 12'O.C. NOTE:2 FOR PANEL FIELD GYPSUM 7' O.C.EDGE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. Sd COMMON @ 4"O.C. SEE NOTES:1,3 WALLBOARD Sd COOLERS 10'O:C.FIELD NOTES WALL SHEATHING: THESE NOTES ARE ONLY TO BE REFERRED TO.IF MENTIONED IN SCHEDULE NOTES ONLY. JOINT DESCRIPTION QTY S ACING NOTES STRUCTURAL 8d COMMON AS PER TABLE 3.9 1).For roof sheathing within 4 feet of the perimeter edge of the roof,Including 4 feet on each side of the roof peak, PANELS WFCM-SBC the 4 foot perimeter edge zone attachments required shall be used. 7116'OSB 6d COMMON 3"O.C.EDGE 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. PLYWOOD 6"O.C.FIELD For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. GYPSUM 5d COOLERS 7" O.C.EDGE WALLBOARD 10"D.0.FIELD 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For framing members with 0:42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING WALL SHEATHING REQUIREMENTS FOR WIND LOADS: STRUCTURAL VOPANELs adcoMMON 6'O.C. 1"OR LESS 12"O.C..FIELD SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4'EDGE ZONE 8d COMMON @ 6'O.C. 8d COMMON @ 12'O.C. SEE NOTES:1,3(BOTH FIELDS) THESE NOTES ARE ONLY TO BE REFERRED TO IF NOTE:2 FOR PANEL FIELD MENTIONED IN SCHEDULE NOTES ONLY. INTERIOR ZONE 6d COMMON @ 6'O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 1).Nailing requirements are based on wall sheathing NOTES nailed 6"on-center at the panel edge.If wall sheathing is nailed 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. members shall be doubled,or alternate connectors, such as shear plates,shad be-used to maintain load path. 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall be used. 2).When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with to be reduced tot-16d nail per foot. G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. FIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCATION: PART NUMBER: NOTES: RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER RAFTER-TO-PLATE RT15 APPLY TO EACH RAFTER (USE WITH SPTH4 CONNECTOR) PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD 2ND, FLOOR WALL-TO-IST, FLOOR WALL KLFTA OR MSTA3Co APPLY TO EACH WALL STUD HEADER-TO-JACK STUD LSTA12 APPLY TO EACH JACK STUD .-CRIPPLE.STUD-TO-HEADER RT3 OR RT-I APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END 1ST. FLOOR-UNDER-SILL PLATE MSTA3ro OR RS16-R WRAP UNDER DOUBLE SILL PLATE (USE WITH 3" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES'RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. PROVIDE 1/2" SPACING BETWEEN THE END STUD ANCHOR BOLT CONNECTION AND 'THE 2 OTHER STUDS FOR ALLOWING CONNECT CORNER STUD ANCHOR BOLT CONNECTION FOUNDATION 5/8' X SUPPORTING MAXI ANCHOR BOLT MUM SPACING 11 SILL PLATE TO HOLDDOWN INSTALLATION TO TRANSFER SHEAR CRAWLS ACE OR FOOUNDATION STORY 72.00 FASTEN WITH (2) 16d SILL PLATE TO FOUNDATION 2 STORIES 36.OC (CRAWL SPACE OR FOUNDATION) COMMON NAILS 11 O,G, WALL O OM PLATE TO FOUNDATION � 6 SLAB-ON-GRADE 1-2 STORIES 57'OC SIDEWALL ENDWALL USE WITH 3x3 SQUARE WASHERS CUSP LBP558 OR BP583) SHEAR UJAL-L -CORNER CONNECTION • CO An Qlp r car -F 2ND. FLOOR WALL STUD KING STUDS 2ND. FLOOR PLATE CRIPPLE STUD — SUBFLOOR RIM BOARD HEADER fl WOOD JOIST GIRDER/HEADER IST. FLOOR TOP PLATES JACK STUDS -O WOOD JOIST IST FLOOR WALL STUD TYPICAL HEADER CONNECTION JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL .MULTI-STORY CONNECTIONS IST. FLOOR WALL STUD IST. FLOOR PLATE SUBFLOOR SILL GASKET WALL STUD t BOTTOM PLATE RIM BOARD TERMITE SHIELD SUB FLOOR DBL. SILL PLATES DOUBLE SILL-PLATE. PLATE: (TO OVERLAP JOINTS) DOUBLE JOIST - FOUNDATION WALL FOUNDATION WALL ,- n DOUBLE.JOIST FOR NON:BEARING .WALLS IST, FLOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FOUNDATION ANCI-IORI r �g 0 A `INNS�,y�� , m � A` -�t � �# is � � -a7 it• , NOTCHED RAFTER RAFTER � t� RIDGE- RIDGE � o TYPICAL RIDGE TO :RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING RAFTER RAFTER TOP PLATE TOP PLATE—O WALL STUD WALL STUD QID 1-1 TYPICAL RAFTER TO IIIALL STUD CONNECTION -A4-T`ERt4ATIVE-R4;FTER TO WALL. STUD CONNECTION WOOD JOIST BLOCKING WOOD GIRDER JOTS-T FRAMING OVER WOOD GIRDER WALL STUD WALL STUD BOTTOM PLATE BOTTOM PLATE BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIST DOUR JOIST FOR UNDER A..BATHTUB DOUBLE.JOIST FOR NON-BEARING .WALLS i� 9-3o CoAJ - ! I N SON- -- -Or R 1 9 -r- =- K Gam= --- --- ----- --- j i4` II �A J22Z _7 7 r u n 4si 1141-1 f . = ! I E Al . --------------- let') i l moo z`�►'' �2IO2)O4- - - �° Ap � - -- - - -- - k FCAS - A K .- S W,4eTZ,A►A ap �9S ,� `for-I< i i I 1 I I + i A .......... 10 LJJ glL - _r --r �VA--r t o tl � 223 �. Or -'Z. w L_ FZ- 0 A A 6 IN S is V i � }-TH-f-::WS LANE-, G BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: / /0*-;- APPLICANT: &o��-� ` "�' - DATE SUBMITTED: 4�/_a /0t SCTM#DISTRICT: 1,000, SECTION: , BLOCK: , LOT: ► 1� SUBDIVISION: ADDRESS: CITY: ZONING DISTRICT: & CONFORMING? �a BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED to NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83, REQ. LOT SIZE: ACT. LOT SIZEc?O,/// REQ. LOT COV. �� ACT. LOT COV. �— REQ. FRONT PROP. FRONT SIDE ..J.A�—ACT. SIDE REQ. REAR ;jnv PROP. REAR ,� REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: l �/,� 4-G 0a�z, d r ESTIMATED PROJECT COST: CHITE /ENGINEER: WATER FRONT? d" DESCRIPTION: - PANEL # A� FLOOD ZONE: BULKHEAD? ,i �� DISTANCE? - APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES d4j (BED#): DTE: /_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y o S +PTIC CE ICATION: Y` NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or `O DTE: _/ /_ PERMIT#: SOUTHOLD TOWN TRU�'TEES: YES F DTE / /_ PERMIT#: TOWN ZONING BOARD APPROV DTE:�/Yl /PERMIT#: TOWN PLAN. BOARD APPROVAL: YES DTE: /_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES o NEW YORK STATE CODE COMPLIANCE (SEE PAGE YE)or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: c P9 SF SECOND FLOOR: SF OTHER: SF I IT OTHER TOTAL TOTAL: O 6� SF FEE FEE FEE 1. ( SF)- (__SF)= SF X$ =$ +$ +$ =$ 2. ( . SF)- (__SF)= SF X$ =$ +$ +$ = $ 3. ( SF)- (______SF)= SF X$ =$ +$ `-T +$ _ FINAL TOTAL: � o r c NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth:36" Termite:M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS:Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%:Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALLS: Y/N TOTAL COMPLIANCE? YIN(RETURN TO PAGE ONE)