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HomeMy WebLinkAbout30609-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30939 Date: 05/26/05 THIS CERTIFIES that the building ALTERATION Location of Property: 605 CEDAR DR SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 78 Block 7 Lot 40 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 27, 2004 pursuant to which Building Permit No. 30609-Z dated SEPTEMBER 1, 2004 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 ALTERATIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to PETER & CYRA SPAETH (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2038861 03/24/05 PLUMBERS CERTIFICATION DATED 05/23/05 BURTS RELIABLE INC. Authorized Signature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD C,Al h"I rQ BUILDING DEPARTMENT u 232005 TOWN HALL } 765-1802 6-,01'. DEPT- APPLICATION a=rAPPLICATION 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. Fbr 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. 3 D 5 New Construction: Old or Pre-existing Building: (check one) Location of Property. s(0 s 6 Oy C��-2 A R ✓iV4_1So� �,, 14 p House No. 1_Street Hamlet Owner or Owners of Property: Q � Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. 2 ©5/ Z Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ a iL Applicant Signature (cam. r(iQF _ - f Q,S . e, C ��� CeV (56 2:� 3oI 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. 30609 Z Date SEPTEMBER 1, 2004 Permission is hereby granted to: PETER & CYRA SPAETH 530 FOCH BLVD MINEOLA,NY 11501 for ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 605 CEDAR DR SOUTHOLD County Tax Map No. 473889 Section 078 Block 0007 Lot No. 040 pursuant to application dated AUGUST 27, 2 4 and approve y the Building Inspector to expire on MARCH 1, 2006 . Fee $ 150 . 00 ut 17 ed dignature ORIGINAL Rev. 5/8/02 232005 y nnC t : Town Hall,53095 Main Road O Fax(631)765-9502 P.O..Box 1179 y�O1 �aO� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: '� 3 O 5 Building Permit No. n 9 --- Owner: MA.4-iy)&6 eq- -eR S' (Please print) Plumber: y R 4'5 R e i 10-6!f. I tiz (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signa e) Sworn to before me this d3 re day of 20 05- Notary SNotary Public, ,5o+6 County pNAp�nE L,tARL 9 NOTARY PUBLIC X1484483 Ststo of New York Residing in Suffolk Courtly .J�7 i*i01n1111�$ict^-�XplC�i "� a �LrnrsL3PCr[ o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 S SBUREAU OF ELECTRICITY S 5 40 FULTON STREET — NEW YORK, NY 10038 c5 5 CERTIFIES THAT 5 5 5 SUpon the application of upon premises owned by 5 55 5 5 PECONIC ELECTRIC CORP PETER SPAEPH �5 2195 STANLEY ROAD 565 CEDAR DRIVE 5 SMATTITUCK, NY 11952, SOUTHOLD, NY 11971 5 Located at 565 CEDAR DRIVE SOUTHOLD, NY 11971 5 5 5 5 5 Application Number: 2038861 Certificate Number: 2038861 S 55 5 Section: Block: Lot: Building Permit: 30609 BDC`5 ns11 5 5 5 Described as a Residential 0-599 square ft. occupancy, wherein the premises elects' al system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: S S55 S First Floor,Second Floor, 5 S S5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, 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 5 authority having jurisdiction, and found to be in compliance therewith on the 5 24th Day of March,2005. 5 5 Name OTY Rate Rating Circuit Type 5 5 Alarm and Emergency Equipment S 5 Sensor 2 0 Carbon Monoxide C 5 Wiring and Devices 5 CSJ Outlet 6 0 Fixture 5 5 Fixture 6 0 Incandescent 5 5 Outlet 5 0 General Purpose C, 5 Receptacle 2 0 General Purpose 5 5 Switch 5 0 General Purpose 5 5 Receptacle 1 0 GFCI 5 S S 5 5 5 5 5 5 5 5 5 seal 5 S 55 S -7 ,-'� �( 1 of 1 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 t Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code Generated by REScheck-WebSoftware PROJECT TITLE: Proposed Bathroom Renovations to the Spaeth Residence COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 07/29/04 DATE OF PLANS: July 31. 2004 .��RE�ARL, SEP V PROJECT DESCRIPTION: !,V 4i� �► First floor bathrrom renovation. Second floor bathroom renovation. Q DESIGNER/CONTRACTOR Ingenuity Architecture,P.C. q X29256 OQ� COMPLIANCE: Passes �F NEM" Maximum UA= 10 Your Home UA= 8 20.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat or Scissor Truss 68 0.0 30.0 2 Wall 1:Wood Frame. 16"o.c. 61 13.0 0.0 4 Window l:Wood Frame, 2 Pane w/Low-E 7 0.330 2 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge, belief,,and professional judgment, such plans or specifications are in compliance with this Code. Builder/Designer �.� Date 3 0 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING (FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: i DATE s �� � � INSPECTOR -"�` /�' ;O � 07 z 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �"� � L-dL �✓ DATE � � INSPECTOR �-�cot� 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE S INSPECTOR 765-1 802 BUILDING DEPT. INSPECTION [ ] FOUND ION IST [ ] ROUGH PLBG. [ ] FO DATION 2ND [ ] INSULATION [ Z RAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: C . DATE ,Z � � INSPECTOR ell l FIELD INSPECTION REPORT DATE COMMENTS r •, V" "b o FOUNDATION(1ST) — 6 y O ------------------------------------ FOUNDATION(2ND) �,• o ( � 'O17 y ROUGH FRAMING& PLUMBING (`• y r r INSULATION PER N.Y. STATE ENERGY CODE b FINAL ADDITIONAL COMMENTS 4-0 z m O y 6' o z x i � \ y ~ x v b 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 Bo approval FAX: (631)765-9502 3601 Survey www.northfork.net/Southold/ PERMIT NO. Check--t ,2 Septic Form N.Y.S.D.E.C. Trustees Examined ( ,20 Contact: Approved ,20 Mail to: Disapproved a/c Phone:-%-a4�- Expiration ,20 Bui ding In pe or 27 = APPLICATION FOR BUILDING PERMIT Date 120- INSTRUCTIONS 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 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 ba 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 applic—dnt o n e,if a corporation) (Mailinj address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder v WAe1 Name of owner of premises P-eC' 9 C. - Q 1Z (As on the tax roll or late9t deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. � �-f �e*krn)AeJ Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: S C�s ( `eda 12 n 2 ►"y P S o 4+6 U House Number Street Hamlet County Tax Map No. 1000 Section Block � s, Lot Io t� Subdivision Filed Map No !yy t .f71 .,06W (Name) t00t t l tNi,l�A.n0lttiM4W 2. State existing use and occupancy of premises and intended use and occupancy of roposed construction: a. Existing use and occupancy b. Intended use and occupancy I 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost Fee $1,5-o (Description) (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 C 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 qr Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front f Rear % S, - Depth 6- 10. Date of Purchase Name of Former Owner -/P ye CAegoV 11. Zone or use district in which premises are situated /0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO—L,1� 13. Will lot be re-graded? YES No ill excess fill be removed from premises? YES NO ,�+ 5 �pc 14. Names of Owner of remises fn1 • S of Address s3© �/ 81v4Phone No. Name of Architect , +n qA'-J � dress tc r Phone No Name of Contractor CAddress 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 13EQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO t/ * 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. STATE OF NEW YORK) COUNTY Ol&-(60 I t s: 0-yra A . Spae+-h &Atf— 49��- being duly sworn, deposes and says that(s)he is the applicant (Name of i divid 1 si g contract)above named, (S)He is the U-�„U (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sw17)'P—day to before me this of 200tk Notary P is Signature of plicant CAROL BEST Nd"Public State of New Vxk No.01R6097127 �oMw� es AtiMM1a1 BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: /04 APPLICANT:C�)MDATE SUBMITTED: $ AD:�/04 SCTM#DISTRICT: 1,000, SECTION: �� , BLOCK: � LOT: SUBDIVISION: — ADDRESS:6C6 am,e UE CITY: �,y.u0&L ZONING DISTRICT.7f CONFORMING? Ab BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N P -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED�NOTES: LOTS 40,000SF-100-24.Lot recogn'tion.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time a /1/83) REQ. LOT SIZE: .L ACT. LOT SIZE;.�o y2 REQ. LOT COV. 09911, ACT. LOT COV. REQ. FRONT PROP. FRONT )ZEA SIDE Z 3 ACT. SIDE REQ. REAR s-a PROP. REAR �/ REQ. H IGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COS : � ARCHITECT/ENGINEER: Iy*g117) WATER FRONT? ESCRIPTION: L # Ay FLOOD ZONE/X BULKHEAD? DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HEALTH EPT: YES oA , (BED#): D E: _/_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y oWEPTIC CER IFICATION: Y 43 NEW YORK STATE DEC: PRE-DEC 911M YES or DTE: PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or DTE__/ /_ PERMIT#: TOWN ZONING BOARD APPROVAL: YES or O DTE: PERMIT#: TOWN PLAN. BOARD APPROVAL: YES o DTE__/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES or NEW YORK STATE CODE COMPLIANCE (SEE P 2): S O NOTES: 44 FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. (_ SF)- SF)= SFX$ _$ +$ +$ _$ 2. ( SF)- (_SF)= SFX$ _$ +$ +$ _$ 3. ( SF)- SF)= SFX$ =$ +$ +$ =$ FINALTOTAL: $ 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 CALCS: Y/N TOTAL COMPLIENCE?Y/N(RETURN TO PAGE ONE) �e GENERAL NOTES AND SPECIFICATIONS 2 A2 A2 ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE FOLLOWING: 4 5 BUILDING AREA i1VGE1V ViTY BUILDING CODE OF NEW YORK AI ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK Al -___ _ __--_-, _____-., FRE CODE OF NEW YORK STATE +______ FUEL GAS CODE OF NEW YORK STATE EXISTING t EXISTING 1st ARCHITECTURE P MECHANICAL CODE OF NEW YORK STATE I t PLUMBING CODE OF NEW YORK STATE N I �0 I CLOSET I I CL EXISTIN FLOOR: 1230 S0. FT. OSE PROPERTY MAINTENANCE CODE OF NEW YORK STATES t t RESIDENTIAL CODE OF NEW YORK STATE KITCHEN t t EXISTING EXISTING 2nd t BEDROOM t NEW BATH t FLOOR: 681 SQ, FT, SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES CODE I IEXYG I James J. Itl enito, A.I.A. TOWN BUILDING AND ZONING CODES +� CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF t t BEDROOM I I TOTAL EXISTING 1911 Sq. FT. Sound Beach New York B9Iki _____ xIE S71N� I I X I" `-- ------+ XN� RESIDENCE; ph. (631) 294-1356 CONSTRUCTION DINING ROOM I I BEDROOM NOTE; NO ADDITIONAL SQUARE FOOTAGE RE NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSTRUED O I�_—__—______—_+I WAS ADDED TO THE EXISTING RESIDENCE. RELIEVING THE CONTRACTOR FROM EXECUTING ALL WORK IN ACCORDANCE ALL WORK IS WITHIN EXISTING BUILDING WITH STATE AND LOCAL BUILDING CODES ENVELOPE. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS IN FIELD ALL FRAMING LUMBER TO BE DOUGLAS FIR /12, HAVING THE FOLLOWING EXIT N AS NOTED LIVING ROOM BEDROOM DATP.q� VALUES: fb=825 psi AND E=1.5 060`0 LEGEND FEE: v -�ALL POSTS SUPPORTING HEADERS AND GIRDERS TO BE 4 x 6 (UNLESS NOTEPARTMENT AT OTHERWISE NOTED). POSTS TO BE SOLID BLOCKED TO BEARING BELOW, SECOND FLOOR KEY PLAN SCALE: 1/8" = V-0" 765-1802 8 A TO 4 P FOR THE ALL BUILT-UP MEMBERS (BEAMS AND GIRDERS) TO BE SPIKED AT 12" A) EXISTING WALLS FOLLOWING INSPECTIONS: NO FACE SPLITS ON GIRDERS TO REMAIN 1. FOUNDATION - TWO REQUIRED ALL HEADERS TO BE THE FOLLOWING UNLESS OTHERWISE NOTED) FOR POURED CONCRETEEXISTING ITEMS TO BE _ - - -_ -_ - 2. ROUGH - FRAMING 8 PLUMBING 2x4 WALLS - (2)2x12 w/ 1/2" PLYWOOD FIRST FLOOR KEY PLAN SCALE: 1 8 2x6 WALLS - (3)2x12 w/ (2)1/2" PLYWOOD / " = 1�_D" REMOVED 3. INSULATION 4. FINAL - CONSTRUCTION MUST PROVIDE DOUBLE JOISTS UNDER PARTITIONS RUNNING PARALLEL TO NEW STUD WALLS: �. , BE COMPLETE FOR C.O. INTERIOR TO BE 2x4 ALL CONSTRUCTION SHALL MEET THE JOISTS NEW ROOF CONSTRUCTION: STUDS 0 16" O,C, REQUIREMENTS OF THE CODES OF NEW ALL JOISTS TO BE BRIDGED AT 6'-0" D.C. EXTERIOR TO BE 2x4 25 YEAR SELF-SEALING ARCHITECTURAL STYLE ASPHALT ROOF SHINGLES STUDS 0 16" O.C. YORK STATE, NOT RESPONSIBLE FOR 15,8 ROOFING FELT ALL BEARING WALLS TO HAVE SOLID BLOCKING AT 4'-0" O.C. VERTICAL 5/8" EXTERIOR GRADE PLYWOOD SHEATHING (UNLESS OTHERWISE DESIGN OR CONSTRUCTION ERRORS. NOTED) PROVIDE SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS PER R-30 FIBERGLASS BATT INSULATION ROOF RAFTERS - SEE PLAN STATE AND LOCAL CODES ONE ON EACH LEVEL AND ONE IN EVERY NEW POURED --'.T-. ,— OCCUPANCY OR BEDROOM, SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS TO CONCRETE WALL ''f` " `•" "' � BE HARD-WIRED AND TIED TOGETHER, r(2) : 10 HEADER - USE IS UNLAWFUL WITT THE FOLLOWING A LIST OF ITEMS TO BE SELECTED, SPE ANDSINGLE STATION SMOKE O WITHOUT CERTIFICATE, COORDINATED H THE OWNER. CONTRACTOR PROVIDE SAM SAMPLES,, COLOR CHARTS, CUT SHEETS AND ANY INFORMATION REQUIRED FOR DETECTOR (HARD-WIRED EACH ITEM, TO FACILITATE SELECTION AND COORDINATION WITH THE WITH BATTERY OWNER. BACK-UP) OF OCCUPANCY SIDING/SOFFITS AND ALL ACCESSORIES EXISTING ROOFING TO 2 x 10 R.R, 016" O.C. ROOF SHINGLES REMAIN z z 2 % 1 C.J. 0 16" O.C. z z SINGLE STATION CARBON FLOOD ZONE EXTERIOR PAINT c a a MONOXIDE DETECTOR G NTH BATTERY EXTERIOR DOORS' �" COMPLYEXTERIOR TRIM BACK-UP)PAINT EXISTING ROOFING FLOOD DAMAGE PREVENTION INTERIOR DOORS TO REMAIN SOUTHOLDTOWN CODE. / pLUMBING INTERIOR TRIM s I I? o FLOOR FINISHES (CARPET, WOOD, CERAMIC, STONE, ETC.) a i o 1 rc z ALL pLUMBING WASTE (INCLUDING STAIR) KITCHEN CABINETS AND COUNTER TOPS . + y; KITCHEN APPLIANCES m r ��6 xi�__ N rc S g WATER LINES NEED ACCESS LADDER TO ATTIC « 'N` r'CLOSET ACCESSORIES �- ^' COMPLY WITH ALL CODES OF TESTINGBEFORE COVEFtINBATHROOM FIXTURES, ACCESSORIES AND CABINETS S 8 9 "' NEW YORK STATE & TOWN CODES BATHROOM VENTS S AS RE RED AND CONDITIONS OF ALL CONSTRUCTION SHALL BOUDIOLDTOPMZBA MEET THE REQUIREMENTS OF THE LIGHTING FIXTURES AND LOCATIONS (INTERIOR AND EXTERIOR) (2) 2 x IO HEADERjA YORKS7ATE. OUTLETS/SWITCHES AND LOCATIONS (INTERIOR AND EXTERIOR) CODES OF NEW SOUTHOLD TOWN PLANNING BOARD H.V.A.C. SYSTEMS INCLUDING BUT NOT LIMITED TO BASEBOARD HEATING, RADIANT FLOOR HEATING AND CENTRAL AIR SYSTEMS $0�„nULDTOWN TRUSTEES INCLUDING CONTROLS 7-771 addition to this document lsa issisill N.Y.S.DEC NOTE: INSTALL AIL NECCESSARY Seal: UnauNo6zetl Nirmitlon or BLOOKING FOR MIRROR AND �.w,,. EDA BATHROOM ACCESSORIES. CONSULT UNDERWRITPR$CEffil Ifs, '((G.P QCy vlolatin of5ection 7709 of the OWNER FOR ACTUAL MIRROR AND HEUU�R� �(� SOSEPN C ZT New York State Edi Law, 3 PARTIAL ROOF PLAN BATHROOM AC^.E5SORY MODEL SCALE: 1/4" = 1'-0" NUMBERS, MUF %CTURERS ANDAl To INSTALLATION, ¢ o -I ThesedoculP�'oer coypu aF LOCATIONS PRIOR an [hereof the seal of the ea/Engineer,shay not 1p bereused for anyWenvore of NEW LAVATORY AVID FAUCET FIXTURES 02925 the project or any other project "ANDERSEN" #'TW24210 SET INTO NEW VA4ITY WITH LOWER TF F NE`Ny the Armllea eenconsenmf NEW TOILET FIXTURE, CONSULT (UNIT SIZE 2'-5-5/8" X CABINETS. CONSULT OWNER FOR /Enginttr NEW DECORATIVE PEDESTAL NEW 30" X 72" BATHTUB AND FAUCET OWNER FOR ACTUAL MODEL V-0-7/8" ACTUAL FIXTURE ^AODEL NUMBERS AND PLUMBER CERTIFICATION LAVATORY AND FAUCET FIXTURES, INSTALL TILE-CLAD SEAT BETWEEN NUMBER AND MANUFACTURER MANUFACTURERS AND VANITY STYLE FIXTURES. CONSULT OWNER FOR END OF TUB AND WALL TO MAKE UP WIDTH PRIOR TO INSTALLATION. INSTALLATION,D MATERIALS PRIOR TO ON LEAD CONTENTBEFORE Project: ACTUAL FIXTURE MODEL DIFFERENCE. CONSULT OWNER FOR ACTUAL CERTIFICATEOFOCCUPANC#' NUMBERS AND MANUFACTURERS FIXTURE AND TILE MODEL NUMBERS, COLORS 4'-10" 4'-5�" Proposed First & Second Floor PRIOR TO INSTALLATION. AND MANUFACTURERS PRIOR TO INSTALLATION, SOLDER USED IN WATER If (2)2x12 HDR. SUPPLYSYSTEMCANNOT bathroom renovations NOTE; ALL WALLS AND CEILINGS TO BE 10 OF 1%LEAD. Spaeth 6'-0" FINISHED WITH NEW 1/2" MOISTURE NEW 36" X 36" PRE-FABRICATED SHOWER BASE SEAT NOTE: INSTALL ALL NECCESSARY RESISTENT GYPSUM BOARD C"GREEN BOARD"). UNIT, SHOWER WALLS AND CEILING TO BE BLOCKING FOR MIRROR AND 1O 4-1/4" X 4-1/4" CERAMIC TILES. PROVIDE p NOTE: ALL WALLS AND CEILINGS TO BE WITH THREE COATS OF TAPE AND SPACKLE, BUILT-IN TILE SEAT AT CORNER. PROVIDE FINISHED WITH NEW 1/2" MOISTURE Residence BATHROOM ACCESSORIES. CONSULT TN ONE COAT PAINT PRIMER ANO TWO COATS OF FULL-HEIGHT 1/2" TEMPERED CLEAR GLASS Y iV ��J RESISTENT GYPSUM BOARD ("GREEN BOARD"). OWNER FOR ACTUAL MIRROR AND FINISHED PAINT, CONSULT OWNER WITH SHOWER DOOR. CONSULT OWNER FOR ACTUAL I WITH THREE COATS OF TAPE AND SPACKLE, BATHROOM ACCESSORY MODEL PAINT MANUFACTURER'S MODEL NUMBERS TILE, GLASS SHOWER AND HARDWARE MODEL 1'z ONE COAT PAINT PRIMER AND TWO COATS OF 565 Cedar Drive NUMBERS, MANUFACTURERS AND AND COLOR SAMPLES PRIOR TO BEGININNG FINISHED PAINT. CONSULT OWNER O NUMBERS, MANUFACTURERS AND COLORS PRIOR WITH Southold, New York 11971 LOCATIONS PRIOR TO INSTALLATION. O WORK. PAINT MANUFACTURER'S MODEL NUMBERS TO INSTALLATION, 0 3 -0" AND COLOR SAMPLES PRIOR TO BEGININNG EXIS ING - WORK. NEW TOILET FIXTURE, CONSWLT m I-5�, Revisions: OWNER FOR ACTUAL MODEL _ 00 • PRIOR ETOA TUREF2 NS ALLATION3 0 3 Number Date Description =rr NEW 4-1/4" X 4-1/4" CERAMIC LL TILES N A2 NOTE; ALL WALLS TO BE FINISHED SET IN THIN-SET MORTAR BED ON NEW 1/2" 9 3 WITH DECORATIVE WOOD WAINSCOTTING I MOISTURE RESISTENT GYPSUM BOARD REEN WOOD BASE MOLDINGS,INCLUDEDECORATIVEATIVE 3'- BOARD"). INCLUDE DECOATIVE CERAMI COVE 6., N BASE AT FLOOR JUNCTION AND DECORATIVE MOLDINGS WITH STOOL AND TOP ..r BULLNOSE CERAMIC TILES AT TOP OF CHAIR-RAIL MOLDINGS AT TOP OF WAINSCOTTING. FINISHED TILE HEIGHT TO BE jV NEW 12" X 12" CERAMIC FLOOR TILES SET IN =Iry '+u WAINSCOTTING. FINISHED SEAT NEW 36" X48" PRE-FABRICATED SHOWER BASE 48" ABOVE FINISHED FLOOR TILES. REFER TO ^ MORTAR BED ON NEW 1/2" CEMENT BOARD. nLl r WAINSCOTTING HEIGHT TO BE 48" '�+' REFER TO MANUFACTURERS SPECIFICATIONS FOR ABOVE FINISHED FLOOR TILES. M1 m UNIT. SHOWER WALLS AND CEILING TO BE MANUFACTURERS SPECIFICATIONS' FOR ACTUAL ' I 4-1/4" X 4-1/4" CERAMIC TILES. PROVIDE MORTAR TYPE, DEPTH AND INSTALLATION ACTUAL MORTAR TYPE, DEPTH AND INSTALLATION Date: CONSULT OWNER FOR ACTUAL in io BUILT-IN TILE SEAT AT CORNER. PROVIDE INSTRUCTIONS. CONSULT OWNER FOR ACTUAL INSTRUCTIONS. PROVIDE NEW MARBLE DOOR July 31, 2004 WAINSCOTTING AND MOLDING MODEL FULL-HEIGHT 1/2" TEMPERED CLEAR GLASS TILE, GROUT AND THRESHOLD MODEL THRESHOLD. CONSULT OWNER FOR ACTUAL TILE, I , NUMBERS, MANUFACTURERS AND / o SHOWER DOOR. CONSULT OWNER FOR ACTUAL NUMBERS, MANUFACTURERS AND COLORS " GROUT AND THRESHOLD MODEL NUMBERS, / Scale: AS NOTED COLORS PRIOR TO INSTALLATION, TILE, GLASS, SHOWER AND HARDWARE MODEL PRIOR TO INSTALLATION. m MANUFACTURERS AND COLORS PRIOR TO m ',/ `* NUMBERS, MANUFACTURERS AND COLORS PRIOR 1 INSTALLATION. I 4" �+ TO INSTALLATION. PO S C a OG d J Drawn By. JJI t NEW NEW IJ Checked By: JJl NEW Project Number: 0402 REMOVE AND RELOCATE NEW 12" X 12" CERAMIC FLOOR TILES SET IN IL L. 11 EXISTING DOOR AND MORTAR BED ON NEW 1/2` CEMENT BOARD. ASSOCIATED MOLDINGS REFER TO MANUFACTURERS SPECIFICATIONS v I s Drawing Tift TO THIS LOCATION. FOR ACTUAL MORTAR TYPE, DEPTH AND I REPAIR AND RE-FINISH INSTALLATION INSTRUCTIONS. PROVIDE NEW I, DOOR AND HARDWARE AS MARBLE DOOR THRESHOLD, CONSULT OWNER REQUIRED TO PROVIDE A FOR ACTUAL TILE, GROUT AND THRESHOLD APPEARANCE. ! NEW MODEL NUMBERS, MANUFACTURERS AND � FLOOR PLANS COLORS PRIOR TO INSTALLATION. I 1 SECOND FLOOR PLAN L SCALE: 1/2" - 1'-0" �� Al AT NEW BATHROOM Drawing Number. 3 FIRST FLOOR PLAN SCALE 1/2" = 1'-0" ' Ai AT EXISTING BATHROOM CopyrightIngenuityArchltecture,P.P.C.2004 all rights reserved INGENUITY ARCHITECTURE, PC EXISTING ROOF NEW CEMENTITIOUS FIBER TO REMAIN BOARD SHINGLE SIDING TO James J. Ingenito, A.I.A. CONTINUOUS RIDGE VENT NEW ROOF CONSTRUCTION: MATCH THE LOOK OF THE AT NEW DORMER 25 YEAR SELF-SEALING ARCHITECTURAL EXISTING SHINGLES Sound Beach, New York STYLE ASPHALT ROOF SHINGLES NEW ANDERSEN WINDOW - EXISTING ROOF h. 15// ROOFING FELT SEE FLOOR PLAN TO REMAIN p 63 1) 294-1356 5/8" EXTERIOR GRADE PLYWOOD SHEATHING R-30 FIBERGLASS BATT INSULATION 11HROOM ROOF RAFTERS - SEE PLAN 5" "K SHAPE" SEAMLESS ALUMINUM GUTTERS VROOM PITCHED AT 1/4' PER FOOT TOWARDS LEADERS (TYPICAL FOR ALL) NEW SOFFIT CONSTRUCTION; VINYL SOFFIT MATERIAL (VENTED) NEW FACIA CONSTRUCTION: VINYL WRAPED 1 x 12 FACIA (CUT TO SIZE) NEW CEMENTITIOUS FIBER BOARD SHINGLE SIDING TO MATCH THE LOOK OF THE EXISTING SHINGLES NEW EXTERIOR US WA CONSTRUCTION AT DORMER: 1/2"CEMENTITIOUS ERIO FIBER BOARD SIDING "TYVEK" HOUSE WRAP 1/2' EXTERIOR GRADE PLYWOOD SHEATHING R-13 HIGH-DENSITY FIBERGLASS BATT INSULATION Ll ::1 2 X 4 WALL STUDS ® 16" O.C. LEFT SIDE ELEVATION SCALE; 1/4" = l'-O" REAR ELEVATION SCALE: 1/4" = r-D" A2 A2 NOTE' , ALL NEW EXTERIOR DOORS AND WINDOWS ARE TO BE FITTED WITH REMOVABLE STRUCTURAL WOOD PANELSIN ACCORDANCE WITH THE PROVISIONS OF THE NATIONAL BUILDING Seal: Unauhowed alteration or CODE AS FOLLOWS; p,EDARC add¢lan to this domment Ise violation oFSeNon 7109 of Vm STRUCTURAL WOOD PAN r4�\`Jw�pSEPH/ F�T� NCWYoMtaeEduatlonlaw. MATERIAL: 3/4" A.P.A. SPAN— tr damments larcopks of RATED 48/24 EXTERIOR "9 anyrhereuil prepared dyer SHEATHING GRADE nng the sal of me Archrtea/Engineer,shall not PLYWOOD WITH 2X4 WOOD bereusedfora ertemlansof 24' O.C. STUD STRONGBACKS AT 3" V.T.R. r-y 0282 �O rheprojecto,rayomerproject ROOFwdhoutthewrltren comer[of �OFN6� heArmrtm/Engurrer. ASSEMBLY 1, PRE ASSEMBLE i�� 2" PLYWOOD TO 2X4'e WITH Project: 3" LONG #10 GALVANIZED OR STAINLESS STEEL I I Proposed First & Second Floor WOOD SCREWS (WITH WASHERS) AT 12" D.C. I I `T�.L-1/2" bathroom renovations I I I Spaeth RIDGE BEAM 2. ATTACH STRUCTURAL I (SEE PLANS) NEW ROOF CONSTRUCTION; WOOD PANELS OVER NEW BI�ATHROOM II 25 YEAR SELF-SEALING ARCHITECTURAL STYLE OPENINGS OVERLAP I 1-1/[A 1-f{ ' 1-1/ 5" "K SHAPE" ASPHALT ROOF SHINGLES ( SEAMLESS ALUMINUM 15 ROOFING FELT OPENINGS MINIMUM 4") GUTTERS PITCHED 5 8" EXTERIOR GRADE PLYWOOD SHEATHING WITH 2-1/2" LONG M8 Residence AT 1/4" PER FOOT 12 1 GALVANIZED OR TOILET R-30 FIBERGLASS BATT INSULATION TOWARDS LEADERS 8� B ROOF RAFTERS - SEE PLAN STAINLESS STEEL WOOD SHOWS 565 Cedar Drive SCREWS (WITH WASHERS) AT 16" O.C. FOR SPANS 1-1/2 SECOND FLOOR Southold, New York 11971 6'-0" OR LESS, AND AT 3� CEILING JOISTS 12" D.C. FOR SPANS I 2" ( ) SEE PLANS 8'-0" OR LESS. NEW R-30 NEW FACIA CONSTRUCTION; Revisions: TI FIBERGLASS BATT VINYL WRAPED 3. FOR OPENINGS THAT INSULATION AT NEW 1 x 12 FACIA (CUT TO SIZE) SPAN GREATER THAN I 3" Number Date Desonfidon CEILING 8'-0" ATTACH MULTIPLE NEW EXTERIOR WALL CONSTRUCTION AT DORMER: NEW SOFFIT CONSTRUCT10Nt STRUCTURAL WOOD VINYL SOFFIT MATERIAL (VENTED) PANELS TOGETHER WITH CEMENTITIOUS FIBER BOARD SIDING 1/4" DIAMETER STAINLESS "TYVEK" HOUSE WRAP STEEL BOLTS AT 2'-0" I 1/2" EXTERIOR GRADE PLYWOOD SHEATHING O.C, VERTICALLY. R-13 HIGH-DENSITY FIBERGLASS BATT INSULATION _ 2 X 4 WALL STUDS ® 16" D.C. 4, ALL STRUCTURAL _ __ — T_ WOOD PANELS MUST BE 1-1/2"___ ilCLEARLY AND 1-I/2" _ r EXVGIBATHRO¢M I E%ISTNG FLOOR STRUCTURE PERMANENTLY LABELED r-� I I I TO DEPICT IT'S LOCATION. KITCHEN Date., July 31, 2004 SYSTEM TO REMAIN ALL PANELS MUST ALSO I1-1/2" � 1-1/2i 7-1/2'1 Scale: AS NOTED BE STORED PERMANENTLY ON SITE FOR EMERGENCY 3 INSTALLATION. DISH WA HER WASHER TOILET � Drawn By: JJI FIRST FLO SHOWER I BUILDING SECTION SCALE: 1/4" = ,'—D" FIRST FLOOR A2 z" 2" z" —1/z' z, 3" Checked By. JJI z" Project Number: 0402 I 3 I Drawing Title: J 11E INTO APPROVED BUILDING ELEVATIONS, SANATARY 3" BUILDING SECTION & PLUMBING RISER PLUMBING RISER DIAGRAM SCALE: NTS A2 Drawing Number. AZ Copyright by Ingenuity Architecture,P.0 2004 all rights reserved NAILING THIS SCHEDULE DOES NOT INCLUDE TOP PLATE SPLICE TOP PLATE SPLICE SCHEDULE NAILING FOR METAL FRAMING STRAPS, REQUIREMENTS REQUIREMENTS RESIDENTIAL CODE OF NEW YORK STATE INGENUITY ROOF /CEILING FRAMING TWO STORY ONE STORY — SLAB ON R3012.11 DESIGN CRITERIA. CONSTRUCTION IN REGIONS WHERE THE BASIC WIND SPEEDS ARCHITECTURE, PC JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING GRADE FROM FIGURE R301.2(4) EQUALS OR EXCEED 110 MILES PER HOUR SHALL BE DESIGNED IN RAFTER TO TOP PLATE (TOE—NAILED) (SEE TABLE 3.3A) 3 — Ed PER RAFTER (REFER TO TABLE 3.2 OF THE WOOD FRAME (REFER TO TABLE 3,2 OF THE WOOD FRAME ACCORDANCE WITH THE FOLLOWING: CONSTRUCTION MANUAL 19 )5-SBC HIGH WIND EDID= CONSTRUCTION MANUA 5 SEC HIGH WIND EDITION) CEILING JOIST TO TOP PLATE (TOE—NAILED) (SEE TABLE 3.3A) 3 — Bd PER JOIST BUILDING DIMENSION (FT) MIN. SPLICE LENGHT (FT) BUILDING DIMENSION (FT) MIN. SPLICE LENGHT (FT) THESE PLANS HAVE BEEN DESIGN IN ACCORDANCE WITH THE AMERICAN FOREST Ad PAPER James J. Ingenito, A.I.A. CEILING JOIST TO PARALLEL RAFTER (FACE—NAILED) (SEE TABLE 3.7) (SEE TABLE 3,7) PER LAP 12 1 12 2 ASSMOCIATION (AFPA)— WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO STORY Sound Beach, New York CEILING JOIST LAP OVER PARTITIONS (FACE—NAILED) (SEE TABLE 3.7) (SEE TABLE 3.7) PER LAP 16 1 16 3 FAILY DWELLINGS 11h. 631 294-1356 COLLAR TE TO RAFTER (FACE—NAILED) (SEE TABLE 3.4) (SEE TABLE 3.4) PER TIE 20 2 20 4 CLIMATE AND GEOGRPHIC DESIGN CRITERIA BLOCKING TO RAFTER (TOE—NAILED) 2 — Ed EACH END 24 2 24 5 RIM BOARD TO RAFTER (END—NAILED) 2 — i6d EACH END 28 3 28 6 (REFER TO TABLE R301,2(1) OF THE RESIDENTIAL CODE OF NEW YORK STATE) GROUND WIND SUBJECT DAMAGE WINTER WALL FRAMING 32 3 32 7 SNOW SPEED SEISMIC F ICE SHIELD FLOOD JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING 38 3 36 g LOAD (MPH) CATEGOR WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED FROST LINE DESIGN UNDERLAYMENT HAZARD TOP PLATE TO TOP PLATE (FACE NAILED) 2 — 16d (1) PER FOOT 40 4 40 9 ODERATLIGHT T TOP PLATES AT INTERSECTION 4 — 16d — 50 5 50 11 45 psf 110 MPH EXEMPT SEVERE 3'-0SIDF " TO 11 N.A. N.A. STUD TO SND (FACE NAILED) 2 — 16d 24" O.C. 60 6 60 14 HEAVY ODERAT HEADER TO HEADER (FACE NAILED) 16d 16U.C. ALONG70 7 70 16 TOP OR BOTTOM PLATE TO STUD (END—NAILED) 2 — 16d PER 2X4 STUD 80 8 80 18 EQUIVALENT BASIC WIND SPEEDS 3 — 16d PER 2X6 STUD REFER TO TABLE R301.2.1.3 OF THE RESIDENTIAL CODE OF NEW YORK STATE) ARROW MARKING INDICATES APPLICABLE WIND ZONE 4 — 16d PER 2X8 STUD RIDGE TENSION STRAP CONNECTION REQUIRMENTS 3— SECOND 2 — 16d (1,2) PER FOOT (REFER TO TABLE 3.4 OF THE WOOD FRAME CONSTRUCTION MANUAL 1995 SBC HIGH WIND EDITION) 85 90 100 105 110 120 125 130 140 NA FLOOR FRAMING ARROW MARKING INDICATES APPLICABLE WIND ZONE FASTEST MIL 70 75 80 85 90 100 1 105 1 110 120 JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING FASTEST MILE WINDSPEED (MPH) JOIST TO SILL, TOP PLATE OR GIRDER (TOE—NAILED) 4 — 8d PER JOIST 90 —j 100 110 MINIMUM UNIFORM DISTRIBUTED LOADS BRIDGING TO JOIST (TOE NAILED) 2 — Ed EACH END ROOF PITCH SPAN (FT) NUMBER OF 8d COMMON NAILS IN EACH END 1-1/4" X 20 (REFER TO TABLE R301.4 OF THE RESIDENTIAL CODE OF NEW YORK STATE) GAGE STRAP, BLOCKING TO JOIST (TOE NAILED) 2 — 8d EACH END 3:12 12 2 3 4 USE LIVE LOAD DEAD LOAD BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3 — 16d EACH BLOCK 16 3 4 5 EXTERIOR BALCONIES 60 psf 10 psf LEDGER STRIP TO BEAM (FACE—NAILED) 3 — 16d EACH JOIST 20 4 5 6 DECKS 40 psf 40 psf JOIST ON LEDGER TO BEAM (TOE—NAILED) 3 — Ed PER JOIST 24 4 5 7 PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN BAND JOIST TO JOIST (END—NAILED) 3 — 16d PER JOIST 28 5 6 8 ATTICS WITHOUT STORAGE (ROOF PITCH BELOW 3 PITCH) 10 psf 10 psf BAND JOIST TO SILL OR TOP PLATE (TOE—NAILED) 2 — 16d PER FOOT 32 5 7 — ATTICS WITH STORAGE (ROOF PITCH BELOW 3 PITCH) 20 psf 10 psf ROOF SHEATHING 36 6 8 — ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING 7:12 — 12:12 12 1 2 2 SLEEPING ROOMS 30 psf 10 psf STRUCTURAL PANELS 8d (SEE TABLE 3.8) 16 2 2 3 STAIRS 40 psf 10 psf DIAGONAL BOARD SHEATHING 1"X6" OR 1"X8" 2 — Bd PER SUPPORT 20 2 3 3 GUARDRAILS AND HAND RAILS 200 psf 10 psf ROOF MADING DIAGONAL BOARD SHEATHING 1"%10" OR WIDER 3 — Ed PER SUPPORT 24 2 3 4 (LIVE — GROUND SNOW LOAD ADJUSTMENTS AS PER 45 psf 12 psf FOR ATTIC CEILING SHEATHING2a 3 3 4 TABLE 15 psf FOR R305.5 OF THE RESIDENTIAL CODE OF NEW YORK STATE). CATHEDRAL JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING 32 3 4 5 GYPSUM WALL BOARD 5d COOLERS 36 3 1 a 1 5 1 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS WALL SHEATHING (REFER TO TABLE R301.6 OF THE RESIDENTIAL CODE OF NEW YORK STATE) JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING ROOF SHEATHING ATTACHMENT REQUIRMENTS FOR WIND LOADS STRUCTURAL MEMBER ALLOWABLE DEFLECTION STRUCTURAL PANELS 8d (SEE TABLE 3.9) (REFER TO TABLE 3.8 OF WOOD FRAME CONSTRUCTION MANUAL 1995 SBC HIGH WIND EDITION). L 780 WauNonzed alreraaon or FIBERBOARD PANELS 7/16" 6d DGE 6 ARROW MARKING INDICATES APPLICABLE WIND ZONE / Seal: INTERIOR WALLS AND PARTITIONS H 180 gD Aq addidon m this dowment is FIBERBOARD PANELS 25/32" 8d EDGE 6 E- NAIL SPACING AT PANEL EDGE FASTEST MILE WINDSPEED (MPH) / q0P' Cisr� Vitiation Of5ectlon 7209 of me FLOORS AND PLASTERED CEILINGS �g o6EPH T GYPSUM WALL BOARD 5d COOLERS EDGE 0 F— NAIL SPACING AT INTERMIDIATE 90 X100 120 L/360 C^7 5� New York State Education law. CF. FIR D SUPPOERTS INEIELD ALL OTHER STRUCTURALMEMBERS L 240 A These documents lorcopas of HARDBOARD 8d (SEE TABLE 3.9) PANEL FIELD STRUCTURAL SHEATHING / o anydrereoq prepared by or E F E F E F EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 * adngmesealofthe PARTICLE BOARD SHEATHING 8d (SEE TABLE 3.9) hien/Engineer,shall not SHEATHING LOCATION AFTER/TRUSS SPACINGMAXIMUN NAIL SPACING FOR 8d COMMON NAILS (IN EXTERIOR WALL—WIND LOADS WITH BRITTLE FINISHES L/240 bereuwdforanyia�mrsbnsof DIAGONAL BOARD SHEATHING 1"%6" OR 1"XB" 2 — Ed PER SUPPORT 0C T 029256 IneproJectoranyolherpajm EXTERIOR WALL—WIND LOADS WITH FLEXIBLE FINISHES L/120 '9 `1 wdhoutthemuenmoeentof DIAGONAL BOARD SHEATHING 1"X10" OR WIDER 3 — Sd PER SUPPORT 4' PERIMETER EDGE 12 6 12 6 6 12 12 NOTE: L = SPAN LENGHT .0 OF NES 1reArchima/Englneer ZONE H = SPAN HEIGHT FLOOR SHEATHING 16 6 12 6 6 6 6 a. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING INTERIOR ZONE 12 6 12 6 12 6 12 COMPONENT Project: AND CLADDINGS LOADS FOR THE PURPOSE OF THE DETERMINIG STRUCTURAL PANELS 1" OR LESS 8d 6 EOFirl f)G 8 i6 6 12 6 12 6 12 Proposed First & Second Floor STRUCTURAL PANELS GREATER THAN 1" 10d WALL SHEATHING ATTACHMENT REQUIRMENTS FOR WIND LOADS bathroom renovations DIAGONAL BOARD SHEATHING 1"X6" OR 1"XB" 2 — Bid PER SUPPORT (REFER TO TABLE 3.9 OF WOOD FRAME CONSTRUCTION MANUAL 1995 SEC HIGH WIND EDI TON). SILL PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS DIAGONAL BOARD SHEATHING 1"X10" OR WIDER 3 — Sol PER SUPPORT ARROW MARKING INDICATES APPLICABLE WIND ZONE REFER TO TABLE 303.2.3 OF THE STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION (SSTD 10-99 Spaeth (1) NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING SPACED 6" O.C. AT THE PANEL EDGE, IF WALL E= NAIL SPACING AT PANEL EDGE FASTEST MILE WINDSPEED (MPH) ARROW MARKING INDICATES APPLICABLE WIND ZONE SHEATHING IS NAILED 3" O.C. AT HTE F— NAIL SPACING AT INTERMIDIATE 90 1 —>100 1 120 FASTEST MILE WINDSPEED (MPH) PANEL EDGE TO OBTAIN SHEAR CAPACITY, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SMALL BE SUPPOERTS IN Residence DOUBLED, OR ALTERNATE PANEL FIELD STRUCTURAL SHEATHING 90 —9100 110 CONNECTORS, SUCH AS SHEAR PLATES SHALL BE USED TO MAINTAIN LOAD PATH. E F E F E F ANCHOR BOLT FOUNDATION 565 Cedar Drive SHEATHING LOCATION AFTER/TRUSS SPACINGMAXIMUN NAIL SPACING FOR Ed COMMON NAILS IN O.C. LATERALRESSTING SHEAR SUPPORTING MAXIMUM ANCOR BOLT SPACING (FT) Southold, New York 11971 SHALL BENWALL PERMITTED TO IBE IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS (IN nr. ( ) 1 STORY 4 4 4 4' PERIMETER EDGE UPLIFT LOADS REDUCED TO 1 — 16d NAIL PER FOOT. ZONE 12 6 12 6 12 6 12 2 STORY 4 4 4 Revisions: 16 6 12 6 12 6 6 SILL PLATES SHALL BE ANCHORED TO FOUNDATION WITH MIN, 5/8" DIA. BOLT AND 3"X3"X1/8" WASHER. A MIN, INTERIOR ZONE 12 6 12 6 12 6 12 OF (1) BOLT SHALL BE PROVIDED WITHIN 6" OF EACH END OF EACH PLATE, ANCHOR BOLTS SHALL HAVE A Number Date Descdphon WINDBORNE DEBRIS PROTECTION REFER TO TABLE 604 OF THE MINIMUM EMBEDEMENT OF 7" IN CONCRETE OR CONCRETE FOUNDATIONS, ANCHOR BOLTS SHALL BE LOCATED STANDARD FOR HURRICANE 16 6 12 6 12 6 6 WITHIN 12" OF CORNERS AND AT SPACING NOT " FASTENING SCHEDULE FOR WOOD RESISTANT RESIDENTIAL EXCEEDING 4-0ON CENTER. STRUCTURAL PANELS CONSTRUCTION (SSTD 10-99) FASTENER PANEL LENGTH s2 2 FT. PANEL 4 FT, PANEL 6 FT. PANEL TYPE FT. LENGTH s4 FT. LENGTH s8 FT. LENGTH s8 FT. ® INTERIOR UPLIFT STRAP CONNECTION REQUIRMENTS DOUBLE 1 ZONE (ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION) HEADED NAILS ifi 9 6 4 ❑ PERIMETER (REFER TO TABLE 3,38 OF THE WOOD FRAME CONSTRUCTION MANUAL 1995 SBC HIGH WIND EDITION) ZONE ARROW MARKING INDICATES APPLICABLE WIND ZONE Date: July 31, 2004 WOOD ,y6 1s 1s i2 9 WOOD SCREWS FASTEST MILE WINDSPEED (MPH) 2-1/2" #8 16 16 16 12 90 -->1oo 110 Scale: AS NOTED WOOD SCRAS 1. NAILS SHALL BE 10d COMMON OR 12d 13O% NAILS FRAMING SPACING SPAN (FT) NUMBER OF 8d COMMON NAILS IN EACH END 1-1/4" X 20 DrawnB .Y' JJI GAGE STRAP, 2. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY, THEY 12 12 2 2 3 Checked By: JJl SHALL BE ♦ , 16 2 2 3 ATTACHED UTILIZING VIBRATION ANCHORS HAVING A MIN. ULTIMATE d k8 20 2 3 3 Project Number: 0402 WITHDRAWAL CAPACITY OF 490 lbs. 24 2 3 4 , ALL FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF STRUCTURAL _ 28 3 3 4 Drawing Title: PANELS 32 3 4 5 36 3 4 5 16 12 2 3 3 GENERAL NOTES 16 2 3 4 20 3 4 4 24 3 4 5 28 3 4 6 Drawing Number., 32 4 5 6 A3 36 4 5 7 Copyright by IngenultyArchiliecture,P.0 2004 all rights reserved INGENUITY ARC TRUSS HITECTURE, PC CEILING JOIST James J. Ingenito, A.I.A. AILS 2 X 4 CONTINIOUS Sound Beach, New York LATERAL BRACING 0 6" O.C. ph. (631) 294-1356 0-8d N H7 5d COOLERS NAILS RAFTE_�TO CTS �� 0 10" O.C. USE MODEL H7 BY �1 DETAIL 2 X 4 BLOCK GABLE EN 4-88 AI NAILED 4-8d NAILS TO RAFTERS NTS TO EACH BRACE 8-8d NAILS TO STUDS A4 AT RIDGE BEAM — RAFTER TO RAFTER W/ 2-8d NAILS TO PLATES 4-10d NAILS 1/2" GYPSUM BOARD 10-8d NA 5d COOLERS NAILS 520RRpCpAApGE STEEL 0 7" O.C. ENOWALL STU TOP PLATES TO STUD USE MODEL SP6 (FOR 2 X 6 SND DETAIL 6A Od By NAILSI^ DETAIL TO STUDS A4 AT STUD TO BAND JOIST I,� . NTS A4 AT RAFTER TO STUD SP6 USE MODEL SP4 (FOR 2 X 4 STUD WALL) BY "SIMPSON" 6-10d NAILS TO STUDS B�DETAIL NTS A4 AT TOP PLATE TO STUD CONNECTION 2-16d COMMON NAILS "SIMPSONPHD6 L HDQB 6" O.C. FOR FULL OR OR PHD6 LENGTH OF STUD RIDGE—PLATFORM FRAMING ONLY 0 0 cszo 0 0 0 0 Seal: Unautdoroed a1eranon or Ep AR add ionto this documenrha s7u0 TO STUD Gj� �5EPH/Cy7�' NewvolaYdrkSlae Educadonlaw USE MODEL CS20 BY N�. F "SIMPSON" 0 3—Bd NAILS 0 EACH END OF .?4' Thesedocumen¢larcoplesof 0 STRAP _ anYmefeor7 prepared byor 0 beanng the scal of the 0B6 1i" ❑ JOIST TO TOP PLA LTP4 * Archaect/Engineer,shall not USE MODEL LTP4 BY bereused fararry eelerssioru of 0 'SIMPSON" 9 02g2 OQ the projector any oUherpioJea � wtthou[Mewnten consent of ATTIC OF NE 11eNchUma/Engineer 0 PROVIDE SOLID 0 BLOCKING 0 2-16d COMMON NAILS Project; SRo1PS'ON" HDQ 0 6" O.C. FOR FULL OR PHD6 LENGTH Proposed First & Second Floor OF sn,o bathroom renovations BLOCKING 2 BAYS 5 DETAIL NTS �2 DETAIL Spaeth BACK 0 4'-0" A4 CORNER HOLD DOWN CONNECTION ® SECOND FLOOR N D.C. A4 AT STUD TO STUD Residence "SIMPSON" HDQB 2-16d COMMON NAILS 565 Cedar Drive OR PHD6 6" O.C. FOR FULL LENGTH Southold, New York 11971 LENGTH OF STUD SECOND FLOOR o Revisions: 0 0 0 0 Number Date Description CS20 BLOCKING 2 BA BACK 0 4'-0" O.C. Date: July 31, 2004 STUD TO SAND JOIST Scale: AS NOTED USE MODEL CS20 BY "SIMPSON' Drawn By: 3-10d NAILS 0 EACH END OF STRAP J•1l FIRST FLOOR LTP4 BAND JOIST TO CCA SI P AT CheckedB PROVIDE SOLID USE MODEL LTP4 BY 'SIMPSON" Y• JJl BLOCKING 0 ENDWALL Project Number: 0402 Drawing Title: BLOCKING 2 BA BACK 0 4'-0" O.C. 1/8" DIA. THREADED ROD EMBEDDED 12-1/2" INTO GENERAL DETAILS CONCRETE W/ "SIMPSON- ET DETAIL NTS �1 DETAIL (RICH STRENGTH EPDXY DETAIL ADHESIVE) NTS A4 BLOCKING AT END WALLNrs A4 CORNER HOLD DOWN CONNECTION ® FIRST FLOOR A4 Al STUD TO BAND JOIST Drawing Number: A4 Copyright by IngenuityArchite=re.P.C.2004 all rights reserved