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HomeMy WebLinkAbout37992-Z �Si1Ep0(,f�o Town of Southold Annex 12/31/2013 4 Gym P.O.Box 1179 co 54375 Main Road oy Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36677 Date: 12/31/2013 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 244 Maple Ln, Greenport, SCTM#: 473889 See/Block/Lot: 35.-5-5.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 4/19/2013 pursuant to which Building Permit No. 37992 dated 4/30/2013 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: A 14'X 24'GARAGE ADDITION TO A SINGLE FAMILY RESIDENCE AS APPLIED FOR The certificate is issued to Idiart,Marcel&Idiart,Patricia (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED A t' d Si ature soFFu`�c TOWN OF SOUTHOLD BUILDING DEPARTMENT We a TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37992 Date: 4/30/2013 Permission is hereby granted to: Idiart, Marcel & Idiart, Patricia 244 Maple Ln Greenport, NY 11944 To: construct a 14' X 24' garage addition to an existing single family dwelling as applied for At premises located at: 244 Maple Ln, Greenport SCTM # 473889 Sec/Block/Lot# 35.-5-5.2 Pursuant to application dated 4/19/2013 and approved by the Building Inspector. To expire on 10/30/2014. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $334.40 CO -ADDITION TO DWELLING $50.00 Total: $384.40 Building Inspector r' Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: Ar For new building or new-use: 1. Final survey of property with accurate-location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form): 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used.in system contains less than 2l10 of 1% lead. . 5. . Commercial building,industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance'from architect or engineer responsible for.the building. .6. Submit Planning Board Approval of.completed site plan requirements. B. For existing buildings(prior to.April 9,1957) non-conforming uses,or buildings and "pre-existing" land uses$ 1. Accurate survey.of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly Eompleted 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. Eertiftcate o€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 $1 S_00,Commercial $15.00 Date_ ' 13 New Construction: Old or Pre-existing Building:' ✓' (check one) Location of Property: ,/A/• �?,/���/t/�Q,��r House No. Street / Hamlet Owner.or Owners of Property.. /V2/ bra Suffolk County Tax Map No 1000, Section S Block Lot S- Z Subdivision Filed Map. Lot: Permit No. 1J �aJ.� Date of Permit. Applicant: Health Dept.'Approval! ' Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature � o so �o cOUNT'l,� Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ � FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE RICAL (FINAL) REMARKS: DATE INSPECTOR 3 -29 ` 2 SOP so o'YCOUM'1 N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL L) REMARKS: DATE11,3 INSPECTOR �rsP SOUIy . Z- , O� O �ycou { TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [ ] FOU'DATION 1 ST [ ] ROUGH PLEIG. [ ] F UNDATION 2ND [ ] INSULATION FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) R R KS. )Jla DATE �- INSPECTOR . pF SOUT�,o • ao ��y00UHI`I,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOU ATION 1 ST [ ] ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �l -- tw 7 . C.J A-41, C DATE 71t226 INSPECTOR 2- OF SO!/ly� to I TOWN, OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION. [ ] FOUNDATION 1ST [ ] ROUGH G. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING /STRAPPING [ 'FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: y DATE �' 3 INSPECTOR 1� 1 1 • • I= .� 1 1, • • 1 • r 1 OAF �o,llyj • rUGH FRAM(NO& �PLUAMING i I -- INSUL ATION STATE ENERGY . 1 MAI MOM AmmbiiAt c6mmENTs TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUIXUING 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 SoutholdTown.NorthFork.net PERMIT NO. �7 ��— Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined 201 Single&Separate Storm-Water Assessment Form Contact: Approved 20 Mail to: Disapproved a/c Phone: Expiration 0 ,20 . b ---' �n Building Inspector V LICATION FOR BUILDING PERMIT VAPR 19 2013 Date ,20 INSTRUCTIONS BLDG.DEPT. This a " 0 MI—he-ea letely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) L.y 69Z--V,0--01Cr,iyy r/mi l (Mailing address of apphc t) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises %}'�A� T,9144 /Z (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: l&-f X Al House Number Street Hamlet County Tax Map No. 1000 Section S Block Lot Subdivision �,�! Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupa cy of proposed construction: a. Existing use and occupancy pmg- b. Intended use and occupancy I I. 7 � i 3. Nature of work(check which applicable): New Building Addition b-' Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of e ch type of use. 7. Dimensions of existing structures, if any: Front � � Ream Depth Height /D ' Number of Stories Dimensions of same structure with alterations or additions: Front b�� Rear 3� Depth Height /O ' Number of Stories 8. Dimensions of entire new construction: Front Rear Depth ._. Height /G Numl�ier of Stories / t I 9. Size of lot: Front 9 ,Z2 Rea 7Z Depth 10. Date of Purchase o o/ o2a�/ Name of Former Owner (t /lam A&Ae-f 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulationT YES NO 1/ II, 13. Will lot be re-graded? YES NO ✓''Will excess fill be removed from premises? YES NO I1 ' 14. Names of Owner of premises Address !!- ,,/phone No� �/ — Name of Architect 'i lull o!F AddresslZg5V,", rlPJaf1ya,D Phone No&1JXL—,ggC 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 pro erty lines. i 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? *'YE NO r/ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: , i COUNTY OF ) L being duly sworn, deposes anc says that(s)he is the applicant 'Name of individual signing contract) above named, CONNIE D. BUNCH Notary Public, State of Now York (S)He is the No OIBU6185050 (Contractor, Agent, Corporate Officer, etc.) Qualifi�d in SUMIK county Comrriission'Expires April 14,2� �p 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 thi �l day of 200 del VNJ--P Notary Public Signature of Applicant I . + 1 I Town of Southold - Chapter 236 - Stermilwater Management � SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Own Agont-Consultant-Contractor or Other(Circle One) Property OWNER:Of Different than Applicant) l7/ LF I Address: Address: r� r 5� Telephone fl d` _ - ol!' Telephone: Fax t E-Ma7 /fA`/�� P Yr7OVeGFU E.Mail: �7 ` Property Address: Brief Description of Construction Activity,Proposed Structural BMPs,Soil S.0 T.M.Il 9000 Stabalization BMPs,Project Scope and/or Sequence of Construction Activity Metric! Section Block Lot IProu)de Ad�itionel Pages as Neetlm) {i Name of Contractor andfor Contact I'Mon Responsible far lmplemente%riofSWPPP: _.r'-7"T91461-.._ n�v�_f_ .�.�---------------- Telephwre# Fax# AA----�------- -----------•- Name of Persons Responsible for Installation&Maintenance of Erosion Control Practice: --_------------------------------------------ ---------------------- ----- L. Address: F Total Area of All Total Area of Land Clearing ProJecl ParceLv: and/or Ground Disturbance: i ----------------- ProjectDurallon: Start rFnd(Anticipated) Date: Will this Project Disturbe five(5)or More Acres at Any One-Time During:the Proposed Development? Yes r N' .--------------------------------->----=------ • f IfYES:PleaseAnswertheFollowingl _..._.__—_.. --___..--- ------ __.__.,._____ _________ a. Does the Applicant have a Qualified Inspector On Q 0 Staff To Conduct the Required Inspections? Yes No t b. Does the SWPPP Indicate How Frequently the Site 0 U List the NAMES or description of all Potentially Impacted Waterbodies andfor Wetlands: Inspections will Occur and for What Period of Time? Yes No c. Does the SWPPP`Adequately Identify All Temporary [_] ------------------------------ -._._...__..__..._..--•----and/or Permanent Soil Stabalizalion Measures? Yes - No ' d. Does the SWPPP Adequately Identify a Complete. ------`'---'-----` '------ --- ----=------- Project Phasing Plan? Yes No states or Waterbo Impacted e. Does the SWPPP Indicate Additional Site Specific P dy:leg.TMDL,303(d)Listed impaired—) i Practices that Will be Utilized to Protect Water Quality? Yes No i i f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted walerbody:(eg.Lake,Creek,Bay,Pond,Sound,Freshwater Wetland...) ! Of Intent and SWPPP Acceptance Form for Review by the Town of Southold? Yes No STATF.OF NF.W YORK, (Votary Public,State of NewYorki. COUNTY OF...........................................SS No.Oi SU6185050 Qualified in Suffolk Countyac) 'f That I,.���1�4- ,G r .._........ �.�19A-.being duly sworn,deposes�d p)i fL��t1 � J l to fo Peb t, I (Name of individual sign g Document) And that he/she is the ............ ............... ....... f. ..... ................................ . . (owns.tkntracEo,ngetti<,Ccrpw•akl,otfice,etc) •. . . Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to i make and file this application;that all statements. contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewith. j Sworn to before me this; Notary Public: r`` . .............. ' (Signature of Applicant) I SWPPP Assessment FORM: 03-12 . I *pF SO�jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA ,e Southold,NY 11971-0959 CoUff N,� 0 BUILDING DEPARTMENT TOWN OF SOUTHOLD December 24, 2013 Marcel &Patricia Idiart 244 Maple Lane Greenport,NY 11944 *j, TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: (N Application for Certificate of Occupancy. (Enclosed) VV Electrical Underwriters Certificate. (Contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: BP 37992 — Garage Addition ROAD � VACANT N LAND N/F OF LAND N/F OF ROBERT J. HEANEY DIKEA PAPALOUIZOS !! �JV 25L A(2PW, AV,"VV �� V�Vv-l/�-fVV`G VrtIVCI TT OV_ N66•39!50 Eyl 83' o ! cc �- 73'� / LAND N/F OF Z -- �}___ (t0 8 (101_B) �i �/ CC v` JOHN & ANNA 4� 24.3 0 ,--' CC GIANNARIS 25.3" _ -____ r IMPROVED CC PUBLIC WATER, o SANITARY IN FRONT YARD 6 .`A�;�\ ��� CPC C low- -CP"jL Cc •p 7 57-', ( v 0) N � Inn nnnnnnnn C (,,1 (0 EDGE OF CLEARING TIP. �n 0 0 S66039'50 V sH 247.35' LOT 77 LOT 78 LOT 79 IM ROVED, SANITARY IN FRONT YAf DS MAP OF CLEAVES POINT, SECTION THREE AREA: 40,002 S.F. = 0.918 AC. ADJACENT PROPERTIES SERVED BY PUBLIC WATER. CLEARING LIMITS: 16,982 S.F. = 42.4% SURFACE WATER APPROX 300' TO SOUTH. CERTIFIED TO: SURVEY OF MDELIT & PATRICNATIONAL !DIARY DESCRIBED PROPERTY FIDELITY NATIONAL TITLE INSURANCE CO. OF NEW YORK STG ASSOCIATES INC. PREPARED FOR NEW YORK COMMUNITY BANK EAST ISLE CUSTOM BUILDERS EASEMENTS ND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED SI TUA TE A T GUARANTEEDARE NOT UN.ESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF GREENPORT GUARAWHOMNTEES E SURVEYINDICATED PREPARED, AND ON RUN HIS BEHALF TO THE T7LE) FOR COM— TOWN OF SOUTHOLD PANY, GOVERNMENTAL AGENCY AND LENDING INS77R/71ONS LISTED HEREON, SUFFOLK COUNTY, NEW YORK AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INS77TURON5 OR SUBSEOUENT OWNERS. , THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO SCALE 1 = 50 JUNE 28, 2000 THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THERE- FORE ARE NOT INTENDED TO GUIDE THE EREC71ON OF FENCES. RETAINING S.C.T.M.' DIST. 1000 SEC.35 BLK. 05 LOT 5.2 WALLS, POOLS, PATIOS PLAN77NG AREAS. ADDITIONS TO BUILDINGS AND NY OTHER CONSTRUCTION. JOB NO. 3030 Q REVISIONS: h a , w . . STAKE FDN. 812212000 ua tt 132 to way `U/C 1011812000 _ , FINAL 12/19/2000 F „ 1 Ha on Ba N.Y. 46 WELL 0610712001^„^^^. D �� � (631) 7 8--5330 WIND FRAMING NOTES Z NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1 1-1/4"x 20 gauge strap shall be attached to each pair of rafters In accordance to table 3.4. NAIL NAIL UILDING USE DWEL ING 41 -C When a collar tie is used in lau of a ridge strap,the number of I Od common nails required JOINT DESCRIPTION OTY. SPACING NOTES BUILDING HEIGHT CONSTRUCTION NOTES: in each and of the colter be need not exceed the tabulated number of 8d nags in the strap. RAFT-ER TO 8'WALL:3-8d COMMON EACH TOTALS FT. OF C v to 1).The Information within this set of construction documents Is related to be*design 2).RAFTER-TO-WALL ASSEMBLY: TOP IPLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL CONSTRUCTION intent and framing details.They are Intended as a construction aid,not a substitute Lateral framing and show well connections for rafter,calling or truss to top plate shelf be in CEILING JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA PRE SCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or in=do not fall in line with studs below,rafters TO TOP PLATE 101 WALL:4-8d COMMON JOIST TOE-NAIL 1995 SBC HIGH WIND EDITION. WOOD FRAME CONSTRUCTION MANUAL LL i State building codes.The General Contractor Is responsible for providing standard or trusses shall be attached to the wail top plate and the wall top plate shah be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE- FRAMING ELEMENTS AS PER FLOOR PLANS.S�ss SECTION AND GENERAL NOTES 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 EXT. BALCONIES 60 sound and a weatherproof completed product, shall be connected with uplift connections In accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE3.7 EACH -FACE DECKS OVER PARTITION WFCMI-SBC LAP I NAIL 40 to 2).The General Contractor is responsible for ensuring that all work and oDnftcbm 3).WALL-TO-WALL ASSEMBLY: ATTICS w/o STORAGE 10 meet;current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a Ow level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS w/ STORAGE These codes am to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fallIn One with studs below,the TO RAFTER WFCM-SBC END NAIL DESIGN LOAD CALCULATIONS 20 should be adhered to even If in variance with the plan. studs shag be attached to a common member In the floor assembly with uplift connectors in BLOCKING EACH TOE, (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 45 3).Dimensions shalf take precedent over scaled drawings. accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: RIM BOARD 2-16d COMMON EACH END ROOMS (SLEEPING) 30 First wag studs shall be connected to the foundation,9111 plate,or bottom plate w1th ups TO RAFTER END NAIL STAIRS 40 4).The engineer has not been engaged for oonstrucwn supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches In concrete WALL FRAMING: GAURDRAILSJANY DIRECTION) 200 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-ornmide,15 inches in masonry block fourdtons,or lopped under EXPOSURE CATAGORY construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lopped under the JOINT IDESCRIPTION NAIL NAIL NOTES precautions and programs in connection with the work.Them are no warranties for a bottom plate,3 Inch square washes shall be used with the andiDr bolts.Anchor bolt QTY. SPACING LOAD PATH SEE COINSTRUCI`ION AND16IND PATH CONNECTION specific use expressed or Implied In the use of these plans. spacing Is to be spaced and sized in accordance to table 3.2p.In addition to spacing, TOP PLATE TO 2 PER FACE NAIL (ROOF - FUN ODATION) DETAIL PA G NERA NnT17 PAr-r- anchor bob are to be spaced between 6-12 inches from the -16d COMMON 5).Refer to the Window and Door schedule for exterior openings. comers. end of a sill plate and all TOP FOOT SEE NOTE:I -NAILING SCHEDULE SEE GENERAL NOTE PAGE TOP PLATES AT 4-16d COMMON JOINTS FACE EGRESS RFF FLOOR PLANS AND WINDOW SCHEDULE 6).The General Contractor Is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: INTEIRSECTIONS EA.SIDE NAIL STUD TO 24- FACE FIRE PROTECTION or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7116 inch wood structural panel on the exterior STUD 2-16d COMMON NAIL (SMOKE & CO2 DETECTORS) SEE FLOOR PLANS attached with 8d common nails at 6"o.c.at the panel edges ono 12"o.c.In the field,and O.C. 7).The General Contractor is to consult with the owner for all bufft-in items 1/2 inch gypsum wallboard on the Interior attached with 5d cronolarFnalla at o.c.at panel HEADER TO 16,D.C. FACE TRUSS DESIGN NZA STANDARD STICK PPAuP rA1N___ such as bookcases,shelving,pantry,closets,trims,etc. edges and 1(r o.c.In the W shall be in accordance with the length requirements specified HEADER 18d COMMON ALONG EDGES NAIL ENERGY CALCULATIONS 8).Wind k)ed requirements shall betaken Into account during construction. In table 3.15a-b. TOP OR BOTTOM 12-16d COMMON PER 2x4 STUD END RESCHECK 3.b RELEASE 1 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 13-16d COMMON PER 2x6 STUD NAIL Z FOUNDATION NOTES: Type If exterior shearwalls shah meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL j length adjustment wrill factors in table 3.16. FLOOR JOIIS7,BAND JOI,1jT1 12-16d COMMON FOOT SEE NOTE:11,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: areas.unheated wag s Allowable sidewell lengths provided In table 3.14 shag be permitted to be Increased when FLOOR FT9MING: 2).All footings to rest on undisturbed(virgin)soil.Assumed bearing 3000psf NAIL NAIL 4A 0 .r expansion Joint material between concrete slabs and abultirg QTY. SPACING 3).Provide ir interim shearwalls are used.Sheathing and connectlonts shall be in accordance with JOINT DESCRIPTION 2.4.4.2 and 2.2.4 respectively. 8 G NOTES JOIST TO: PER TOE CLIMATIC & GEOGRAPHIC OGRAPHIC DESIGN CRITERIA crete or masonry lls oocurfng In exterior or Interior 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL GROUND WIND SEISMIC FROST WINTER ICESHIELD 4).Any new concrete wells being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections In accordance BRIDGING EACH TOE SNOW SPEED DESIGN WEATHERING FLOOD 4� with liable 3.5.Window sill plates shag be have steel connectors In accordance with table TO JOIST 2-8d C.OMMON END I NAIL LOAD (MPH) LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS be Installed with#4 re-bar,lir long at 12"o.c..Use approved epoxy for Installation. 3.6. CATEGORY DEPTH TEMP. REQUIRED BLOCKING EACH TOE 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.l..Concrete to be TOJOIST 2-8d COMMON MODERATE SLIGHT TO 11 9).CATHEDRAL CEILING ASSEMBLY: END NAIL 45 LBS. 120 B SEVERE 3 FT. poured on 4 inch thick sand or gravel fin with 6x6 wire mesh reinforcing.Interior slabs Whom a ridge is to be used as a structural beam,the rafters shall either be notched and TO HEAVY MODERATE Y_E;'!5 to be minimum 3-1/2 Inch thidr- BLOCKING TO: EACH TOE I I anchored on top of the beam or slope connections shall be attached to each rsfter4c�.ridge SILL OR TOP PLATE 3-16d COMMON BLOCK NAIL L-1 along the open calling part of the bultding.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE • 6).Crawl spaces to be provided with a minimum IBW4*access opening.Install one ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 8x1 6 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE 7).Dampproof exterior of foundation w1th biturnfran costing as per,section R4W of DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES N.Y.S.Residential Construction Code.A 6-mit polyethylene film shag be applied over 1).Unless otherwise noted,an framing material to be#1 ACQ pressure treated lumber. TO BEAM JOIST NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6-O.C. 8d COMMON 6'O.C. SEE NOTES:11,3 the below grade portion of exterior walls prior to backfilling. An fasteners,hangers and anchors to be galvinized or stainless steel. BAND JOIST 3-16d COMMON PER END TO JOIST JOIST NAIL INTERIOR ZONE 8d COMMON a(r O.C. 8d COMMON 12-D.C. SEE_NOTES:1(BOTH FIELDS) TTT 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for dock Oft to be boned to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL I NOTE:2 FOR PANEL FIELD Orders on concrete piers shall be anchored with proper steel connectors anchored SILL OR,rop PLATE 2-16d COMMON FOOT SEE NOTE:I PABLE.ENDWALL RAKE AND RAKE TRUSS 18d COMMON C 4'O.C. I _8d COMMON 4'O.C. SEE NOTES:11,3 FRAMING NOTES into concrete with a minimum 1/2"die xr long anchor bolt with washers and nuts. OOF SHE HING- NOTES. 1).AN framing techniques and methods as prescriptive design of 1995 SBC High Wind 3).Posts supporting girders shall be anchored to a 12'xlTxl2*thick concrete"rig. NAIL NOTES 1 Edition Wood Framing Construction Manual. JOINT DESCRIPTION INAIL 1, Use a minimum 110 die x 7'long anchor bolt with washers and nuts.Footings Shall QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. be 3 ft.below grade.Concrete piers to be used with all pomhes/decks with roofs or pergulas. STRUCTURAI PANFI I Ad I AS PER TABLE 3._8WFCM SBC p P 2).Unless otherwise noted,all framing and structural wood material to be 02+BTR. 1).For roof shesithling within 4 feet of the partrineter edge of the roof,Including feet a& 3 ROVED M NOTED Douglas Fir. 4).Deck joists to have blocking at n o.c.. the 4 foot perimeter edge zone attachments roquired shag be used. 4 or,a !ikie of the roof pea # ��7 3).Floors,walls,ceilings and ranters to be spaced at 16 inches o.c.unless noted CEILIN1G SHEATHING: DATEI��L' I--? B-P otherwise. 5).A minimum of 10 inch flashing shag be Installed between the building and ledger. NAIL NAIL 2).Tabulated 12 Inch o.c.nail spacing assumes sheathing attached to rafter/truse framim.members with G>0.49. Ledger to be fastened to building with 1/2"dia.bob with washers and nuts JOINT DESCRIPTION No For framing members with<0.42<G<0.49,the nag spacing shag be reduced to 6 Inches o.c. LU I QTY. SPACING _(L�a where needed. FEE:E�_L31 L-Lo-B y 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. GYPSUM T' D.C.EDGE 3).Tabulated 4 Inch o.c.nail spacing assumes sheathing to rafter!truss framing members with G>0.49.WTIFY BUILDING DEPARTMEN17 Bearft wall headers to have(2)Jack studs and(2)fug lengthstuds on each side of all 6).Concrete piers shag be a minimum 6'above grade. WALL R ARD 5d COOLERS 10*D.C.FIELD framing members with 0.42<13<49,the nail spacing shag be reduced to 3 Inches o.c. 8 AM TO 4 PM FOR openings.LVL headers to have(3)Jed studs and(2)full length studs on each side of 765-1802 openings.Bearing wall window sills shaft also have(2)window sill plates for 20 wall openings between 41 and V0 and 2x6 wall openings between 5'111 and 8'9.Provide fire 7).AN joists to be supported with hangers and anchors.Each Joist shall also be anchored WALL;SHEATHING: FOLLOWING INSPECTIONS: UIRE to girdels). NAIL NAIL FOUNDATION-TWO REQ and blocking where applicable. JOINT DESXRIPTK)N NOTES pA11R POURED CONCRETE QTY. SPACING WALL SHEATHING REQUIREMENTS FOR WIND LOA 5).AN lush 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. STRUCT11IRAL 8dCOMIM0N AS PER TABLE 3.9 nijGH-FRAMING,PLUABING, anchors where applicable to an connecting jdsts. PANEELS WFCM-SBC SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES NdWPPING, EL I CTRICAL&CAUI!1.11 PLUMBING NOTES SUPPORTS IN THE PANEL FIELD 7/16"O)SB 3"O.C.EDGE 6).Double up floor joists under walls that run parallel to the flow Joint and under beertubs. 1).An water supply,drainage and venting to be Installed as per N.Y.S.Residential PLYVV-IIW 6d COMMON 6"O.C.FIELD I 4'EDGE ZONE 8d COMMON C 6-D.C. 8d COMMON @ 12-O.C. SEE NOT-ES'JI.4 UCTION &ELECT 4, FbM to have ceramic via Installed shah be verified for proper load capacity unless noted Construction Code. T" O.C.EDGE NOTE:2 TUMETE FOR C.O. on plans. GYPSUM �5d COOLERS INTERIOR ZONE 8d COMMON @ IS*D.C. Sol COMMON @ 12-D.C. W WALLEOARD ppl irmni i SH,�Ll_V,FET T" =DO.C.FIELD 2).Verify septic system with ft Engineer for Suffolk County Health Department approval. 7).Provide bloaingftldgtng in fi=joists at Wo O.C..Use solid blocking In floor Joists FLOOR SHEATHING: NOTES REQU!PEVENTS OF THECODE' under off bearing walls. 3).Hoag studs,plates or Joists are cut out during Installation for any plumbing related work, T PF'. NAIL NAIL 8).Provide Insulation beflim at am vents between rafters.Install draft provide adequate bracing and plates;to protect and secure the structure.Vertly,with ft JOINT DESCRIPTION QTY. SPACING NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. bk)cking as state code and manufacture's recommendation for maximum hole size and spacing permitted. DLSI(-NOROG��' needed. UCTURAL PANELS 6"O.C.EDGE �ETAIN STORNI WATER RUNOFF PACOMMON 11).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements she 9).Unkm otherwise noted,all mots and walls to have a minimum 1/2"thIck,4-ply Fir HVAC SYSTEM NOTES 17 1-URL 5- IT O.C.FIELD be used, ("\ PURSUANT TO CHAPTER HIS CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).Tabulated 12 Inch o.c.nail spadng assumes shed"attached to stud framing members with Oi��HEJOWN CODE. requiren a is. J� , -G>0.49.For framing mambem with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. 10).unless otherwise noted use 314'thick T&G PTS Fir or Advant9ch plywood subfloor THESE NOTES ARE ONLY TO BE REFERRED TO IF 2).HVAC subcontractor Is to My coordinate all system data and*uIrements with the MENTIONED IN SCHEDULE NOTES ONLY. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed 3).For exterior panel siding,gelvinized box nails shag be permitted to be substituted for comn common equonent supplier. is over subflw as per manufacture's Instructions. 1).Nailing reqpirements are based on wan sheathing • 11).AA bathroom web to have 1/2'thick moisture-resistant sheetrack.Garage walls and 3).HVAC subcontractor to provide final system layout drawing and submit ft to ft General nailed 6'on-center at the panel edge.If wall sheathing ceilings and over furnace to have 541"thick type-x sheetrock.All other parts of building Contractor and owner for final review and approval. Is nailed 3*on-center at the panel edge to obtain higher to have regular,/2"sheetrock.AN web to be taped and finished. shear capacities,nall;ng requirements for structural ELECTRICAL NOTES: members shaill be dcubled,or alternate connomrs, 12).AJI roar with a pitch less than 4:12 shag be Installed with an Ice&Water banter or 1).All electrical to be Installed as per N.Y.S.Reskientiall Construction Code. such as shear,plates shag be used to malntain bW path. approved equal.Flat roofs shah be applied with a Fiberglas bow sheet with an EPDM 05 2).When wag sheathing Is continuous over ownected torch down"material over. 2).Ali electrical work shall be approved by a qualified Underwriter. members,the t1sbulated number of nails shall be permitted -16d nail per foot. to be reduced tot 13).All sill plates and wood In contact with concrete to be pressure tested.SHI plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 I be Installed with a foamsill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. PIZ CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCA'I-ION: PART NUMBER: NOTES: RIDGE-TO-RAFli---RS LSTA24 APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-Wt,LL RT20 APPLY TO EACH RAFTER 4A APPLY TO EACH RAFTER RAFTER-TO-PLATE RT1 5 s�'u o' N NOTCHED RAFTER USE WITH SPTH4 CONNECTOR) RAFTER -TO-WALL STUD PLATE SPTH4 APPLY TO EACH WALL STUD U. 1 RIDGE RIDGE 2ND. FLOOR WALL-TO-1ST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD HEADER-TO-JACK STUD LSTA12 APPLY TO EACH JACK STUD t! CRIPPLE STUD-TO-HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END 1ST. FLOOR-UNDER-S,LL PLATE MSTA36 OR RS16-R WRAP UNDER DOUBLE SILL PLATE ( TYPICAL RIDGE TORAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAP-PI USE WITH 3" SQUARE WASHERS)N—G USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 43 RAFTER PROVIDE 1/2" SPACING BETWEEN THE END STUD ANCHOR BOLT CONNECTION 4 AND THE 2 OTHER STUDS FOUNDATION 518"DiA.ANCHOR BOLT RAFTER FOR ALLOWING CONNECT CORNER STUD ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING 03 HOLDDOWN INSTALLATION TO TRANSFER SHEAR SILL PLATE TO FOUNDATION I STORY 77 OC TOP PLATE —FASTEN WITH (2) 16d (CRAWL SPACE OR FOOLINDATION)SILL PLATE TO FOUNDATION 2 STORIES 36"OC 4A 0 TOP PLATE COMMON NAILS @ 6 O.C. (CRAWL SPACIF OR FOUNDATION) 0 WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 5r oc WALL STUD (SLAB-ON-GRADE) 03 4-% SIDEWALL ENDWALL USE WITH 3X3 SQUARE WASHERS :3 WALL STUD (USP LBPS58 OR BP583) TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION SHEAR WALL CORNER CONNECTION cq 2ND. FLOOR WALL STUD 4} KING STUDS 2ND. FLOOR PLATE CRIPPLE STUD SUBFLOOR WOOD JOIST RIM BOARD HEADER E) 43 BLOCKING WOOD JOIST 1 ST. FLOOR TOP PLATES JACK STUDS GIRDER/HEADER WOOD GIRDER WOOD JOIST 1ST FLOOR WALL STUD TYPICAL HEADER CONNECTION JOIST FRAMING OVER WOOD GIRDER— JOIST FRAMING FLUSH WITH GIRDER,/HEADER TYPICAL MULTI-STORY CONNECTIONS — 1 ST. FLOOR WALL STUD 1 ST. FLOOR PLATE r SUBFLOOR SILL GASKET WALL STUD WALL STUD RIM BOARD TERMITE SHIELD BOTTOM PLATE BOTTOM PLATE BATHTUB SUB FLOOR DOUBLE SILL PLATE DBL. SILL PLATES Ito ST (TO OVERLAP JOINTS) DOUBLE JOIST DOUBLE JOIST FOUNDATION WALL FOUNDATION WALL iw E) 52 SILL PLATES TO FOUNDATION ANCH ING DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS 1 ST. FLOOR TO FOUNDATION Eileen Santora • Residential Designer Joseph Ffsc"e', M . IM Hobart Road -5ouWW,W 11M . 631-734-2794 • Cuuhogue, NY 631-765-2954 ~' '71(2" H I P s_t— , 1 f � i I , LEI it-Wort I�/� x `1/� LVL t tr,E �x �� fin,•► I�10 JotSt°.7@t? ,T'2AP w M i r.1���g t.�,t 1�1 L� 5� ' �1 l'r, I2n re t>6ypsu m m�t� 1 {�(167'G `' W 1 I 2x IMFr��'` LPa P fr:;LT HO-Al, DL7117 I a e ,ac r-,a .r G'D � I... 6 M I' ���.II M 64 r Over ' tL t Pam/t 15 I� �•®{2 O,G. '.. fiO t ",Gl, , {,1 C.� ,� Zx 4- 51'E C3 Ito o,U, ' Lt her ri uT'D I u - �i' 4 '/ i Li'CDX pLYWCOD fi I l I � �/2 i U1r11 �, 1 Xq/ � ,; NDU' i^I { , f 2 L.VL ,efr �, 0, 1jc16c,J , (21fio.0 i +... I e IrmfeD6t4 141 eft MA P I©MX Ia �� 3 , z . `• I 1 I ox y POO Ptx}I Cbl�tzr 1 1.L � -,4 .DI, r-;Di~.�. 1; k�'P>" PGI P�ZTI N l4 1-1 i T44 • � I toll •.,� .. _....... _,� I !o �� ;_ � ' _ ..M� -PROVED BY G.at- q - i p 24 Ate. LA Ube Por r �Iy / ,rW SCALE: �a�n4r" I tJn A DRAWN BY "J L/�I]�! ��TL t^7,.f ►f DATE: �'4"�'J`a1'L REVISED it GAwA e 4-ci]i Ti 0w 1.4 x 2,4 r �J. k DRAWING UMBER�l N 2, j/ I , Eileen Santora Residential Designer Joseph Fiw FE HoW631-T34•-2794 • Cutcho9 ue, NY � � �;�' Mr»� , �,� ►t .�--- �--� -' :—._ ►� �W ,�tx+Tt oil � — — • t f�;(Ij Ll 411 1 , 1 ( �s � t t1r • �. K 1 ►_ ,� I» Ftl �,� `f�f i1��j�lk ! UJ I a9a ()v H Q tp- 'Civ Pn DP- too -- - - -- tz�M�� ►^ILL-�=- ,. r T. :� eT SCALE: APPROVED BY: DRAWN BY O, DATE: 1��t'✓;�� REVISED It ..� t i DRAWING NUMBER _✓�"1 2DF2 :