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31016-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31708 Date: 07/27/06 THIS CERTIFIES that the building ADDITION Location of Property: 85 SILVER COLT RD CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 95 Block 4 Lot 18.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 22, 2005 pursuant to which Building Permit No. 31016-Z dated MARCH 24, 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 ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JOSEPH & BERNADETTE PETERSEN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPART74ENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2079595 02/28/06 PLUMBERS CERTIFICATION DATED 07/21/06 JOSEPH PETERSEN Authorized Signature Rev. 1/81 1 S 1,ef G(4- PJ. Form No.6 TOWN OF SOUTHOLD JUL 2 1 BUILDING DEPARTMENT L TOWN HALL 765-1802 - --- x 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. 3- 41-06 New Construction: G Old or Pre-existing Building: ,(,check one)/n Location of Property: 6 S/ L V o� L--7--L--7--Co /C/� / CL • 6 -y(-6 T/ C k o 4 (� House No. Sir t Haml� Owner or Owners of Property: _'J S2 Q n Q -r4 Q_d,P 94e P�-� som Suffolk County Tax Map No 1000, Section Block Lot SubdivisionFiled Map. Lot: Permit No. 3/0 /(O 'Date of Permit. ,3�=0, Applicant: ip C�A Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ .2S-1 pplicant Signature 0,M, )0 6 0 z. Cod 31`708" 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. 31016 Z Date MARCH 24 , 2005 Permission is hereby granted to: JOSEPH PETERSEN 85 SILVER COLT RD CUTCHOGUE,NY 11935 for ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 85 SILVER COLT RD CUTCHOGUE County Tax Map No. 473889 Section 095 Block 0004 Lot No. 018 . 001 pursuant to application dated MARCH 22 , 2005 and approved by the Building Inspector to expire on SEPTEMBER 24 , 2006 . Fee $ 150 . 00 024�- Authorized Signature ORIGINAL Rev. 5/8/02 D rJrJ�rJ�rJr fA�c Pr�r1 arJ�r ............rJrJ�rJ�cPcPU I ,J�rJ�rJ�rJ�rJ�rJ�rJrJ�rJ�rJ�rJ�r�rlc farJ�rJ�rJ�r�rJ�r�rJcfarJcPrJ�rJ�clrlrlrJ�rJ�rJ�rJ�rJ�i PcPr�cPrJ�rJ�i fcfr�rJ�rJ� �� 55 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 55 5 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 55 5 5 PETERSEN ELECTRIC CORP. JOSEPH PETERSEN 5 5�j 85 SILVER COLT RD. 85 SILVER COLT RD CUTCHOGUE, NY 11935, CUTCHOGUE, NY 11935 51 c5 e5 Located at 85 SILVER COLT RD CUTCHOGUE, NY 11935 5 Application Number: 2079595 Certificate Number: 2079595 cS 5 Section: Block: Lot: Building Permit: BDC: nsll fff5 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor,kitchen addition, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 f5authority having jurisdiction, and found to be in compliance therewith on the 28th Day of February,2006. 5 � Name QTY Rate Rating Circuit Type C 5 Miscellaneous r5 5 22 low voltage lights 5 5 Appliances and Accessories 5 5 Dish Washer 1 0 1.2 KW 5 5 Oven 1 0 30 Amps 5 5 Panels 5 5 1 100 14 5 5 Wiring and Devices r5 5 Outlet 2 0 Fixture 5 5 Fixture 2 0 Flourescent 5 5 Outlet 3 0 General Purpose 5 5 Receptacle 4 0 General Purpose 5 5 5 Switch 1 0 General Purpose 5 Dimmers 3 0 5 5 Multi Outlet System 13 0 ft f5� GFC1 Circuit Breaker 4 0 20 amp 5 seal r5r I of 1 c5 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. c 5 5 til rJ�rlrJ'rJ'rJ�cPrJ�rJ'rJ'cP�1'rJ'rlrJ'rJ'rJ�r..I'cJ'�J'rJ�cPrJ'rJ'rSrJ'rJ'rJ'rJ'rJ�rJ�c.l�r.PrJ'rJ'tPrJ'rJ'cPcPr.PrJ'cPc.frJ�rJ�rJ'rJ�cPrJ'r.PrJ�rJ'arJ'r�rJcfr.Pr1'rJ'r�r�'rJ-arm O o�OgUFFO(,�co Co N Z Town Hall,53095 Main Road O Fax(631)765-9502 P.O..Box 1179 y�f0� �aO� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner: (Please print) Plumber: 0, S ( lease print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. umbers Signature) Sworn to before me this / day of y 20 D� NdWy scion�s�vc 13, � 9 Notary Public County ,Apf SOGTy�6 J ao� 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: i DATE ��3 b INSPECTOR *�pf SUUTyO* 7- Q TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ) FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: t DATE I I �� 6 INSPECTOR �'"" ✓: ' ^ 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: r DATE ��/ 9 �� INSPECTOR hO�yOF SOUTy�� ori © TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION FOUNDATION IST [ ] ROUGH PLBG. /FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: a�lz CD ' DATE �� 7�� INSPECTOR r n FIELD INSrECTION REPORT I DATE COMMENTS ro FOUNDATION(1ST)-------------------------------------- FOUNDATION(2ND) O ------ ' Q z 0 0 �y ROUGH FRAMING& y PLUMBING - ,p INSULATION PER N.Y. STATE ENERGY CODE r r FINAL ADDITIONAL COMMENTS — os p z m - - z -- - -- -- y< O z x � x 0 ro - y /000 - 9S= y .; i TOWN OF SOUTHOLD PROPERT* RECORD CARD 7,* 0"r OWNER STREET VILLAGE DIST. SUB. LOT w S,LvrR CoLi RU �u7cN09 u �� FORMER OWNER N E ACIj 33 , yy S W TYPE OF BUILDING tES. 1�v SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TO AL DATE REMARKS GOO COO y�/ �� 5 IDIV, l�Oo r I v 0 a I 2(6 " �-- I foc�c� �4oc� 7o i sf ✓ `f a - - con5f7 a�ee c- 9 G U S�a a e .S roy 20 21 �'pc(o nod Q�Ce n exlsE �w�ln' - �oDOG� 93 Fr* I lmr 'illable FRONTAGE ON WATER Voodland FRONTAGE ON ROAD Aeadowland DEPTH louse Plot BULKHEAD otal ;%; - *''gin • • ME OEM 0 ■�■■■■N■■■■■■■■■■■■■■■■■■■■ No no ■■■■■■■■■■■■■■■■■■■■■��■■■■■■ ■■■■■■■■■■■■■■■■■■■■■e■■■■■■■ ON ■■■■■■■■■riiii■■■Oli �l�E�1■■�■■- ■ ■■■■■■■■1�lI■M�3N!■MORE�@�S�■■■!E■■o�■ ■■■■■ N a sum Mir MEMO■■ulII■p!�I■tw�ii■i■■!� ■I■■ ■■■■■■■■■■■E■E. in ■■■■■■■■■■■■■■■V■OMEN ■■ ® ■■■■■■■■■■■■■■■■■■MEMO ■■■■■■ .■■■■■■■■■■■■■■■■■■■■ ■■■■■■ - �■■■■■■■MEMO■■■■■■NONE ■■OO■■ ' ■■EEO■EM■■■E■■■■■■■■■■EEM■■■■ ment Place •• �� Walls �®� Type Roof Rooms Ist Floor TOWN O�' SO�t)THOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDI T�DF+PARTMENT 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. SID Check Septic Form N.Y.S.D.E.C. Trustees Examined 2005 Contact: Approved,20 1: Mail to: Disapproved a/c Phone: Expiration _ Building Inspector APPLICATION FOR BUILDING PERMIT _._-,.._.._ Date 20 DEF*un i 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 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,housin e, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Sig lure of applicanr name,if a corporation) Fs' Si L Ver- Coc, LT KLa' - (Mailing address of applicant) le,q u � /U ;, //43s— State whether applicant is owner, lessee, agent, architect, engineer, general contractor, e ectrician, plumber or builder Q faun-ef� Name of owner of premises ✓O,S�DA �i7Qd e�e 19e�e/-Sen (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. #Itl-2 ^ r!1 E Other Trade's License No. 1. Location of land on which proposag�l work will be one: S SiLVQr COLT � ufCA12 (Z cal House Number Street Hamlet County Tax Map No. 1000 Section 09-5— 01346ek O J4 il Lot l8 • / SubdivisionOtQE60�/ 1//EGV�S�74TFS1//EN/�S974TFS Fik 4M,yp.� Lot (Name) F 2. State existing use and occupancy of premiss and in ended use and occupancy of proposed construction. a. Existing use and occupancy �f p I rip b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition 1/ Alteration Repair Removal Demolition Other Work 4. Estimated Cost KP e2 2120.o0. Fee 4(150. SD (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 o2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 90 Rear 7 0 Depth Height Number of Stories / Dimensions of same structure with alterations or additions: Front 9,9 CRear 90 Depth 2,_ ' Height Number of Stories /p 8. Dimensions of entire new construction: Front 2 Rear -'—O Depth 7 Height Number of Stories / 9. Size of lot: Front / O p ' Rear Depth s� 10. Date of Purchase Pe-OR- Orgy Name of FormerOwner 11. Zone or use district in which premises are situated Ole S 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ 13. Will lot be re-graded? YES_NO Will excess fill be removed from premises? YES ✓ NO- 405-PA fl -Pfnade}f4 14. Names of Owner of�pyremises �.et-- .2 r SFA Address 8s 5.4✓-y Cp gg:Z;eAone No. 73 �-A7y,5 /i� Name of Architect i kl [L/7 a H d r L /AddresAA.26! u . A77;Phone No 7 Q¢- 8S5-9 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF (�) 5--,�0 A 1_Q / QfS ey1 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 0 W A/E7Z (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. Swpm to before me thi —day of 24 ota u M.ALLAN VISECKAS Signature of Applicant NOTARY PUBLIC,STATE OF NEW YORK QUALIFIED IN SUFFOLK COUNTY 7MNO.01V14859160� �� IEXPIRES:MAY 19,'x/ Permit Number REScheck Compliance Certificate Checked%/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 Data filename: C:\Program Files\Check\REScheck\PETERSON.rck PROJECT TITLE: ADDITION COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE: Non-Electric WINDOW/WALL RATIO:0.08 i ' 4 y ©. DATE: 10/15/04 DATE OF PLANS: 10/2004 to ; PROJECT DESCRIPTION: ; PETERSEN RESIDENCE 85 SILVER COLT RD. 1 P� CUTCHOGUE.NY COMPLIANCE:Passes Maximum UA=44 Your Home UA=39 11.4%Better Than Code(UA) Gross Glazing Area or Cavih, Cont. or Door Perimeter R-Value R-Value U-Factor IIA Ceiling 1:Flat Ceiling or Scissor Truss 130 2 L0 0.0 6 Ceiling 2: Cathedral Ceiling(no attic) 50 21.0 0.0 2 Wall 1: Wood Franc, 16"o.c. 232 13.0 0.0 17 \ Window 1: Wood Frame:Double Pane with Low--E 7 0.:00 2 Window 2: Wood Fmme:Double Pane with Low-E 12 0.330 4 Floor 1: All-Wood JoisVrross:Oyer Unconditioned Space 180 21.0 0.0 8 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 Consenation 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. Bailder/Designer J�' ks &k.)&os Date /0 REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 DATE: 10/15/04 PROJECT TITLE: ADDITION Bldg. Dept. Use I Ceilings: [ ] 1. Ceiling I: Flat Ceiling or Scissor Truss,R-21.0 cavity insulation Comments: [ ] 2. Ceiling 2: Cathedral Ceiling(no attic),R-21.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 2. Window 2: Wood Frame:Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes [ ]No Comments: I Floors: [ ] 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space,R-21.0 cavity insulation Comments: I Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ 1 I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ 1 I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R4. [ ] I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R- [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2.. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), I mastic-plus-embedded-fabric,or tapes. Tapes and mastics must be rated UL 181A or UL 18113. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space i temperature set point of the largest zone. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting noncombustible fireplace doors. [ 1 I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction I provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. I Service Water Heating. [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% I of the heating energy is from nondepletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the I levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. insulation icknees'n WIQM'EW C Heated Water NonmCirculatm Runouts Circulating Mains and Runout Temperature(F) 1Wto 1" IW to 1-25" 1.5"to 2.0" $CL2_ 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100430 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness'n inches be Piog Sizes P*11my System L= R_apgC(F) 2"Runouts_ l"and Less 1.25"to 2" 2 "10 4" Heating Systems Low PressurefFemperature 201-250 1.0 1.5 1.5 2.0 Lour Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any LO 1.0 1.5 2.0 Cooling Systems Chilled Water.Refrigerant. 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD Building Department Use Only) \O 3� / 3 SNCL N F�149 a 01, 3e / F� Y / os ° e < s v 9 4 / i!\ 3O s ,r T �.004 4?�.�e►ii • e'?l0, i� �i y�' T' F(�. �y y�J9 ► n` ► R=25.00 L=39.27 cP y ,a 1"Jpv A�l 11 01 O,N . 00 l G Vol 20. aP�/ ti ti y 410 31 O s3, oh P 2s" Opti 6 � bh 5 COs ,se '19• ,F� 9 '�7C •RO O\ 9jB 0 / R` SURVEY FOR JOSEPH PETERSON LOT I , ''OREGON VIEW ESTATES" AUG. 7,1985 MAY 9,1985 AT CUTCHOGUE DATE JAN 7, 1985 TOWN OF SOUTHOLD SCALE I"=50' SUFFOLK COUNTY, NEW YORK NO. 84-1275 M UNAUTHORIZED ALTERATION OR ADDITION TO THIS GUARANTEED TO: GURNEY OF LAW A VIOLAOF SECTION 7209 OF THE NEW YORKK STATE TION S METROPOLITAN TITLE GUARANTY CO. NCOPIES OF THIS SURVEY MOT SEARNG THE LAND SOOT S BANK SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SMALL JD eRf MOT BE CONSIDERED TO SE A VALID TRUE COPY C91' MGUARAMTEES INDICATED HEREON SMALL RUN ONLY TO HEALTH DEPARTMENT-DATA FOR APPROVAL TO CONSTRUCT THE PERSON FOR WHOM THE SURVEY IS PREPARED �� y AND ON HIS BEHALF TO THE TITLE COM►ANY,40VERM- N NGAIIpT W @10418-101.! III SOURCE OF WATER: PRIVATE If-PUBLIC_ MENTAL AGENCY AND LENDING INSTITUTION LISTED NSlPF C0. TAR SHIP MST LQAQ.SECTION 02Z-BtOCR_Q&LOT IALL HEREON,AND TO THE ASS18NIES OF THE LENDING NTHM ARE NO DWELLINGS WITHIN 100 FEET OF THIS PROPERTY INSTITUTION. GUARANTEES ARE MDT TRANSFERABLE OTHER THAN THOSE SHOWN HE1190M. TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT N THE WATER SUPPLY ANG SEWABE 012MAL SYSTEM FOR THIS RologN E OWNERS WILL COMFORM TO TIME STANDARDS OF THE SUFFOLK COUNTY DEPARTMENT *DISTANCES SHOWN HEREON FROM PROPERTY LINES Of NMLTH SgVICIA. TO EXISTING STRUCTURES ARE FOR A SPECIFIC APPLICANT, PURPOSE AMC ARE NOT TO AR USED TO ESTABLISH gg PROPERTY LINES OR FOR THE ERECTION OF FENCES ADeREBB LAW ML. YOUNG a YOUNG 400 RHE°S A" D, KNEW YO E NOTES:•= STAKE ALDEN W.YOUNG,PROFESSIONAL ENGINEER AND LAND SURVEYOR N.Y-S.LICENSE NO.12845 HOWARD W YOUNG, LAND SURVEYOR NTIME LOCAT010FMiL(W),SEPTIC TAWymSaSY,00LSKltSWRSM HEREON N.Y.S.LICENSE NO.45893 ME 1NON FIELD O WATMINS ANG OR DATA OBTANNIM/ATOM OTHERS BRANOW A SONS IMC. 1046 i J d W O ----------------- ------------------ ---------------------------------- i I I i------------------ w U ! _____ _____� Q o (9 v m z < U Z Q m U Z i O 0 ❑ O ------------------------------------------------------- LLJ i i I III ' z 0 I— ..� -j LLD W FXiSTiNG � z � � FOI� NDHTiON GD U) 2 N� cn I COMPLY WITH ALL CODES OF I I NEW YORK STATE & TOWN COD m AS REQUIRED AND _______ CONDITIONS OF - ------------ ES o s -- —. SOUiHOLD TOWN ZBA InII] Y HEnr Tr, Rl !IISTAUED _ - I uvnNDA7 1 SOUTHOLDTOWNPLANNINGBOARD 0r1 H!os+IT To OF Eawea�o —________- � � m oT 'IDE IIFIG,IT ADMTVINT OF -IDDIR N AVT room. IFLOOnS TO ❑e —• SOUTHOLD TOWN TRUSTEES - m iEVEH WHEN FIN!91CD) T ERGI' WT,j oW!vm PRIOP rO rIvi v4G - N.Y.S.DEC I — WALL. r I` �I p I m V K rn O v ~ _ yb i T M A. }-- ---- Al' PROVED AS NOTED DATE: B.P.# 3�O b � r /� pp PLAN `v ALL CONSTRUCTION SHALL / FOUNDATION V- LAN MEED THE RF JIPFMH'ITSOFTHE FEE:_. — BY: � NOTIFY BUILDING DEPARTMENT AT I CODES ORN(EWALRK STATE. 765-1 802 SAM TO 4 PM FOR THE IIII HOUSE FOLLOWING INSPECTIONS: u \ FOUNDATION I FOR POURED CONCRETE REQUIRED ETEu 1I 2. ROUGH - FRAMING & PLUMBING f 7 Ery CERTIFICATION OF 4. INSULATION CN 4. FINAL - CONSTRUCTION MUST NAILING & CONNECTIONS BE COMPLETE FOR C.O. REQUIRED. ALL REQUIREMENTS TION SHALL MEET TH O OF THE CODES OF NE& al fl 'IORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORE. L L PLUMB RF�dA )�� 9 T!9 �7J eFnvw rw_n1�� NAI T ON LEA C`7 F �' i FFP!ni F w.' I!FW II AF,FF ,y - � —_ F,!;TVI(. I.!n .!Fu TLi RF CER IFI TE l 'NN LIN7-T T Tn Du!!w� Aarn NLW 1<ITCTEN SCDLD I W I 13 a, SUPPL YA;T^ rl �� EXCEE /� C II L, O 1() I TTIT ,'VP fir. PL PNDEAWR�A3CERTIFICATE .� n� ALL�L BN TE o _C m 'I &W T LNE E D r_', pJ, T'ISTIN E RIE V FI1I REQUIRED I, LL ° q C 7 1 UPANCY OR-- `; �� FLOOD ZONE I S T. F I__OO `7 I— L R CONIPLV WITH CHAPTER '46" '® �I USE IS UNLAWFUL FLOOD DAMAGE PREVENTION 11101 IT CFr T19CATF � RETAIN STORM WATER RUM00rt OF 0v ,u r,� �v 1 PURSUANT TO SECTION 45-101 OF THE TOWN CODE. 1 o z e x r J � U n � - --_ -- - - - - - -- __ - z 1' lo y CEI LLL II - U11 ' C) LLI _ 0T - U _ - _ _- _ -- LLI - - V- Q. 00 -- LJ > lJ L V LL] co U w Lo IL - - J -- - - -- - --- - - — �J IIY � m _ T K Q N Iz m ROOF LH OUT I I I EXPOSURE CATAGORRY. WINDOW DOOR SCHEDULE � Un MEAN IROOF HEIGHT: 12`-7-1J2" Ipp LIVING SPACE (EXT.. WALLSDOORS / lR�i�IE �JV�JSpa _WIND— BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL_ -- -_ - FOR WALL OFENINc PGUTECTON OFI-a VPH 3—S&aOIID WIND BUSTS llimM ���yyy U EGRESS GUQSNG UNITARFA P1IN ❑.P. MIIV. D.P ( MAXI hUM VIEAV ROOF HEGH 55') C� PIANUFACRIRE CATALOGUE NUMDER DESCRIPTION U-VAWE QTY VNITDP fJOTES - - SF SE - SF ZONES 70NE5 CTCZ CIRCLE TOP WDVI 5 1 30 ]1 35 70 yyl�'f ANDFRSEN <OVER> 1 Q ;i C23 CPSENENT LVDW 4 T 9: .33 - 1L 0 35 -- Sll-- - u — — — — — -- — SHUTTER ASSEMBLY - - --- -- II,T S. — - -- - I OR PAid EL SPANS � 8 G a'n WIDE SPAIN x ALTERNATIVEFOR OPEN.I_NG PROTECTION 23/S " APA GPAN—RATED 48/24 SHEATHING GRADE PLYWOOD TABLE 150. . 1.4 (CVEPLAP AROUND OPI RINGS 4") WINDBORNE CEERIS PRoTLCTIOII FASTFFNIING ASSEV13 I-1'. I SUI 11_DI-ILE FOP WOOD STRUCIUNAL PANELS _ AFACHING STRUC [LIRAL F'ANLL FASTEN IO BUILDING wj - - F—THIR SFm,wl. Iln,iiF �lln (w � WASHFRS) GALVINI7FD OR STAINLESS Sh EL FASTNER PANEL SPAN 2FEET,PANEL 4FEET, PANEL fiFEET<PANE� WOOCI SC2LW CSD Li' 0C III a N,fi FEET ,FE a FEET °® EET SPA TYPE _ EGET SPAN 1 _il _ - '� - - - AI_II GPIATIVE FASINI-P I OR i1-11JTIER lO BUILDING- 2-II@"#6 16 12� P I W091] SCREws ;k10 TEE NUTS ATTA�HEJ TC BLDG- w/ fr10 ( WT wni.,) 2- -vz na - - MAC HIbII- BOLT C� 12" O.C . , \ W�O�SCIS 'Ifi � ifi 16 � 12 WOOD SIR[W]URAL PANELS WHII A MINIMUM THICKNESS OF 7j 16" AND MAXIMUM PANEL SPAIN uF S FEET SHAT L HE PEPMITTED FOd GPEIVIING. FROM FC IION IPI D OTE— AND TWO— STORY BUILDINGS, PANELS SHALL BE PRECUT TO COVER GLAZED 01EfNINGS WITH ATTACHMENT HARDWARE FIFUVIDEC (RLFFI' TO SFC HIGH V,09.t A, Ih09 6.6 Al ID IAH LE 1G09 4) i Y� Iutiyyl � � �� ❑ I z a x J d W a x n � v N UP \ U H_ ( U L M�] L Z QZ WT IIFIII ❑ S, ❑ ❑ T I IJ 1 r �JJITT_- L11 I - _ J I�I ' 1 II I`T — U 1 TTI - 1 i � _ Iu TI 1 --- I � 1 r7I1 z , 0w L� 2�_� 1 'r� I o u - c� -- I- �T - - 1 ,,� � 1� I _�� I � I 1 n�� u I'�r1 IIL- I- �� � _ 'II - II � 1J I f I.1-- -III 1 1JI _I_ IT II I_1 I I T -� �1 I f -I Q of > II- I J _ L L_ _ I. 11 I1� 1 1__I r_— I I_ _ -I I- TT l _ J r-L-I �L 11 11 IJI 1 jo d_ Lo v II _r—r 1 11 1I III 1�'� _1 1__� I n u _ I_I I _Iw 00 _ - 1 L 1- I_ I T! 0- I'=- I, I I_ _ _I 1--- _ J _ - C I_I _ _ I J � -L_I TJ T _ _ I_Z III I_ ] -�I al LL _ II RFr,r1FF ,SEA F F ,�I R L IIEn o - I Imo_ I I I I-1 I� I I 1J � r L_ I I I I I I I I I UF F.IFnr.I� FuF TU Vn,rr N V F_UF APE° I I 1 I-11- C _ I_ I - T 11 r1 1�1 TI �I LI �I1 — — Y _I III I� _ _ LOT 'mH �.unF vAP15 errvvrna FUDF SHhAIHINb AI`If] IIISLILAIIUN �rFI� F N CATIIQRAI MUHL APE, ,y y�- ' m N 'ill_ aL F _ _ / ,PI TALI I"OFII IL _ 2{;� '` RIP TOWN IfkFTFP TSII FRONT ELEVATION IFP PPIFPLIIII,FFLNI,TH - - % I'llIXTFI,I,rI <IIII,I IAII ' J—PI 4II Cn, LIF ,HIId6 - - '� f LFFGFR ,l FOF LFII INb Q �^y 'hGLI Volnbr ,T� Y B FFV GARIF fI o d A PATT P IIi BE a } b I CEW P(AI CFILIIVG IIV IVFW LITC HEII 0 z 1111 PNTFPIIIF VILLI - .!. VI[•l it SHFiE �HIIIIFF 'JGIdG ❑ II'I'�I IIAThAI Z M ' FIND vAFrIF. RAPRIFF - LASTING FIT wr� P'I <o I/ �HEVTHueL r m HOUSE rrT wndr_ PI_ 411. r. P ISI ATF �— IEEnIiIE ; 'I F, — - — — ������JJ F ITI , -A`1 FT �IIEFJ I IF LI 1'II - Tin u=I,I P FF IIn vAI L' BEING p,IA HM AF T�I Ii� _ FLI IIfi I,I,- r?1- u F Id_ IIS W 11 - rv )/, I_ r-I 1i4'III _ - -- _-- _ = Fl .UIS HL ..I, TU fF LI }I W' AI fU FF FP,)/, CP III f411 uTl Vll _ fAIIPPCOCF NF W' Mi _wm L , r UIIL -.I Aa — W 1 R COI,. FT a� SC _ I PF Fon ��I - ��, �- Wl ?' 1 I 1r1 SEC TION A— A 11 1 f_ LIT 1 1�� LII 11 � •1L1 II LFi �' -� L I I - O - - ' O L� -- - 1 —1I I IL� fI_ �_ 11_ IT _ I_ L-_l17 L1I1_Irf- � T_ -1 1 1 J l I I _ I J- r1 — I11-I L I 1 � I LT J I_ I_ I L_ _I I 1 1 =J_7 I _I l 1 - i r-J I_I J_ I_ """"""" 0 VIII Il - 1 _ I _I_ - -1 rl_ I L �_ LI LI LI i -i 7 --. L 1 _III _I V� I II 1I 1 111 1rTl_ � Ir _II- 1 - I _I I_-I - -1-I I T I III - _-1 IJ 11- I i X11 I -I_ T-_11 -1--Li 1-1- 1 1— 11 _I 1.-=1 - I - l l L 11_ _CL f _J -��I __I_ IJ �I L T - � .f �r IF IF _ L T I _ 111 11 ] I r �� l IIIIIIII IIIIIIh r T _I _I LSLOPE III PER�0LIPJILLITTODSOIN _ y PLUMBING SCHEMATIC �� � M1 LEFT ELEVATION a Ilk •r a z I z I ¢ x 7 w O M y G� II U GENERAL �� °'� 1E-T ).rz1OCo-aAFrEaWINDY FRAMING NOTES ROOF rdtiAM NAILIING SCHEDULE � PLAN CONTENTS: G: - o_ccuPNcr acLAssIF� R3 RESIDENT � � � � BUILDING _ _ _ _ (0 o M 1-1A"x 209nrge strap shall be akachedto each pau ofrota..e accordance a table 34 JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING _ z w O , When a collar tie Is used In leu of a ridge strap,the number of,rid common nails required OTV SPACING ---- o PING FREIGHT MRH- 12'-1-1/2' Q Q - Q CONSTRUCTION NOTES: meachendofthecollartleneednotexceedthelanulatednwnheroffldnalls'mthestrap. RAFTER IO O'WALL 's-Hr COMMON EACH TOE-NAIL U Q K 1) The information within this sat of conUs'IrCTI dozwnenis c related to base design 2) RAFTER-TO-WALL ASSEMBLY' TOP PLATE ID'WALL 4-ed COMMON RAFTER TOTAL 5O. FT. OF CONSTRUCTION 150 S F. p u1 ❑ O CEILINGJCIST PWALL 3-Ed COMMON EACH PRESCRIF71VE AS PER N.Y.S, RESIDENTAI- CON61PRLC-1OP1 COBE AIDC intent and framing details They are Intended as a construction aid not a substitute Lateral framing and shear wall connections for railer,ceiling or truss to!OP plain shalt be In TO TOP PLATE 10'WALL 4-8d COMMON JOIST TOENAILDESIGN CRITERIA for ganer.Uly accepted good building practice and compllancewdh current Naw York accordance to table 33 When a rafter or Voss do not fall in line with studs below,rafters19955BC NIGH WIND EDITION_WOOD FRAME CONSTRUCTION MANUAL Slaty building codes.The General Contrmomme responsible for proved ing standard or Imaade shall be attached to the wall lop plate and the wall top plate shall Do attached li CEILING JOIST TO AS PER TABLE 37 EACH FACE FRAMING ELEMENTS A5 PER FLOOR PLANS CR055 SFC=1G>_41 ANp_GEN-RAL NOTES Coca details'and procedures to ensure a pmfesslonally Finished,slrucinany the to the well stud wfth uplift connections Roofs overhanging the Duke side of the budding PARALLEL RAFTER _ WFCM-SBC LAP NAIL sound and a weatherproof twol leled product shall be connected with uplift connections in accordance with table X'im CEILING JOIGI LAPS AS PER TABLE 3! EACH FACE Ext. BALCONIES GO W ryrw DEOr5 40 2) The General Contractor Is responsible for ensuring that all Work and Coasta lion 3) WALL-TC-WALL ASSEMBLY OVER PARTITION WFCM BLE LAP NAIL COLLAR TIE AS PER TABLE 34 EACH FACE Eu } i1 meets current federal stale,county and Zonal codes,ordinances and regulations etc Wall studs above antl siuvs below a floor level shall be alached .vlih uplift connecbmis In ATTICS w/o STORAGE to 9 TO RAFTER WFCM-BBC END NAIL ATTICS w/ STORAGE 2a W These codes are to he rinsidered as part of the specifications for this building and Stairs once with able 3 3h When..If studs above do not Farm brie with studs below,the —TO - CESIGN LOAD OALOULATIONS should be nursing W event m valance with the plan studs shall be attached to a common member in the floor assembly with upkfl connectors In BLOCKING 2-ed COMMON EACH TOC- lLIV= LOADS PSR) ROOF (C-ROUND SNOW LOAD 45 — J z ccordance with table 33 TO RAPIER END NAIL ROOMS (OTHER THAN SLEEPING) 40 Z L.7 W 3) Dimensions shall take precedent over..led dravangs a RIM BOARD ROOMS fSLEEPINGI 30 r.EACH END Q 11J l_1 1DO NOT SCALE DRAWINGS) 4) WALL ASSEMBLY TO FOUNDATION TO RAFTER 2-16tl COMMON END NAIL I U Frst wall sods shall be connecteJ m the fcundatloq.III plate,or bottom plate w-0ih uplift iii -- STAIRS 40 Q zof O 4) The des19nerhus pmt bear engagedfar consWctron supervision and assumes no connectors Bteelsfraps shall haven minimwn embedment of7inches In concrete WALL FRAMING: GAURDRAILS (ANY DIRECTION) - 200UJ responsibility for Construction coordinating with these plans,norrespered p for foundation and decontrol 15 acnes m masonry block fomid.ilnna,nr lapped order NAIL NAIL _ construction means,methods,techniques,sequences,or procedures,or for safely he plate and nailed in accordance with table 336 "If an sieul straps are rapped under the JOINT DESCRIPTION OTY SPACING NOTES EXPOSURE GATAG--DRY B _ Q W > U precautions and programs in connec0on wllh the wod<.There are no wartanbes Pore bnitom plate,31nch square washes shall be used with lie anchor bolts Anchor boll -------- -- --- LOAD PATH SEE CONSTRUCTION ANDWIND FATH CONNECTION _J �— TOP PLATE TO PER FACE NAIL speci0c use expressed it implietl m the use of these plans spacing is to be spaced and stood in accordance to able 3 2a In addition to spacing, TDP PLATE Z-16d COMMON FOOT SEE NOPE 1 (BOOP - FGUNBATIONI DETAIL PAGE ; GENERAL NOTE FADE anchor bolts are to be spaced between 6-12 inches from the end of B stall plale and all 5) Refer tothe Window and Door schedule for exterior openings corners- TOP PLATES AT 4_i6d COMMON JOINTS FACE NAILING SCHEDULE SEE GC-NERAL NOTEJ'AGE INTERSECTIONS EA SIDE NAIL ECaRES_ _ _ SEE FLOOR PLANS AND WINDOW SCHEDULE _ _ � 00 6) The General Contractor is to ensure that masonry or prembracfed fireplaces meets SL TYPE I EXTERIOR SHEARWALL CONNECTIONS STUD TO 24" FACE FIRE PROTECTION Sym d T e I exterior shearwalls with a minimum or 7116 inch wood stnmWpal I on the exarer 2-1Gd COMMON SEE FLOOR PLANE or exceeds manulacturEs spenOcaVona antl applicable codes YP pane STUD O C NAIL iSMOKE a CG2 DETECTORS) '� the held,and -- ---- - HEADERTO IG"OC FACE - m attached with fid seamen nails at 6"run,at the pane a gest an 2 o c m 7) The General Contractor Is to consult with the owner for all bull-In Items 1/2 Duch gypsum wallboard on the mlenir attached with 5d cooler nails al 7"o c al panel HEADER 1E COMMON ALONG EDGES NAIL TRUSS DESIGN N/A - STANDARD STICK FF I--OONSTRWCTION _ such as fooleries,shrlvmg,Pantry,closets,Inms,err. edges and iD"o c In the Tela shall be m accordanu;wI[h the length requvemenls specified __ in table 315ab TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END _ENERGY CALCULATIONS RESCFECi< 3.5 RELEASE 1 H) Wind land requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL 6) TYPE 11 EXTERIOR SHEARWALL CONNECTIONS BOTTOM PLATE TO Y N FOLINDAT90N NOTES; Type 11 exterior shearwalls shall Brae[therequirar is of lahle 3l ba-b times the appropriate PEP. ACE NAIL FLOOR)DIST,BAND JOIST, 2-16d COMMON FOOT SEE NOTE.1,2 m 1) The General Contracterand Masan to review plans,elevations,details and notes to length adjustment.actors in table 3.16 END JOIST DR BLOCKING _ CLIMATIC & GEOGRAPHIC DESIGN CRITERIA m determine Intended heights off..Shad fluor(,)above typical grade 7)-INTERIOR SHEARWALL CONNECTIONS FLOOR FRAMING: GROUND WIND SEISMIC FRGST WINTce F:ft ICESHIELD FLOOD F ce ell 21 411 footings[o rest on undisturbed(mrginl soil Allowable srdewadl lengths provided m Fable 3 ib shall be pennNed to be mcreaced when NAIL NAIL SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGd4 UNDERLAYMENT F v interior,hetrwalls are used Sheathing and connections shall be In accordance will) JOINTDESCRIPTION NOTES LOAD (MPH) CATEGORY DEPTN TEMP REpUIREO HAZARDS < m CITY SPACING _ 2 A 4 2 and 2 2 4 respeclwely "" 3) Provide 112"onrywonincl material bemoan or cnncrele slabs and abutlmg 'PILAIDISTTO q_Bd COMMON PEP. TAE 45 LBS. 120 B SEVERE 3FT. MODERATE SLIGHTTE 11 Q dcencele or masonry walls nrruring in exL==nor or unheated Interior areas 61 CONNECTIONS AROUND EXTERIOR WALL OPENINGS SILL,TDP PLATE OR GIRDER _101ST NAIL - TO HEAVY MODERATE LL 4 .An new r'oncrnls walls vain nitached to exisVn cnncrele slmcture shall Header and/or gutter connections shall be allached with uplift Connections in accordance BRIDGING EACH TOE Y 2-Fid COMMON END NAIL O IY Y 9• 9 vthab1e3.5wlnddwraillplains.naubahave a.eelnnnnectn inannerdamrewithable TO JOIST __ ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: a o be hstallFd with No re-bar,ill"lung x 12"o a Use approved epoxy for Installation 3 5 BLOCKING EACH TOE 2-ed DOMINION -- - --- O Fit TO JOIST ENO NAIL_ NAIL SPACING NAIL BPACING AT INTE4,NEOIATE rn poured no 4 inch the noted,all stabs gravel n gmhe to bee DC mesh psi Concrete lobe 9) CATHED e is to be used aSEMBLy - — SHEATHING LOCATION NOTES 2 W m plauredon4urn3- 1ruchtdorgravel rill with 6x6 wire mesh reinforcing Interior slabs Where a ridge is to be used a or Slope shall be rsshall achedito either notched and BLOCKINGTO.LA 3-red COMMON EACH TOE ATPAIJEN EDGES SUPPORTS IN PANEL FIELD to be minimum 3-ll2 inch(hick. anchored on top of roe beam rn slope connectors shall be attached a each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 4'PERIMETER EDGE ZONE ed COMMON @ 6"O C etl COMMON @ 6"_O C. SEE NOTES.1 3 Of Z along Ne open coiling part of Ute budding Connections to the ridge and wall shall be be LEDGER STRIP EACH Cry FACE SEE NOTES 1 (BOTI-I FIELDS) C N LY ces m be Provided with a minimum 19"x24"access opening Install one avachnJ with ilio above requiranenls TO BEAM .9-,fid COMMON JOIST NAIL INTERIOR ZONE ed COMMON @ 6"O C ed COMMON @ 12'D C NOTE 2 FOR PANEL FIELD Z n foundation vent for every 15O sq ft of area- --' - - c, JOIST ON LEDGER PER TOE GABLE ENDWALL RAKE AND RAKE TRUSS Ad COMMON @ 4"O C ed COMMON @ 4' )C SEE NOTES 1,3 as nradmrdnwitnnimminaaanaatmyaaFer.aarinRa06df DECK P.ND COVERED PORCH NOTES: TO BEAM 3_OacownnoN JaST NAT � ,ential Cmnsimction Code-A fi-cod polyethylene flet shall be applied moor i) Unless otherwise noted,all framing matenal h,be#1 ACO pressure trialed lumber. BAND)DIST PER ENDNOTES portion, exleriirwalaprior toard"IngAll astenors,hangers and anchent to be galvinized or salndess steel TO JOIST 3-IGd COMMON JOIST NAILBAND)DIST Ta PER TDE NAILTHESE NOTES ARE OKLY TD BE REFERRED TD IF MENTIONED INSCHEDULE NOTES ONLY as per section 8405 of N.Y.S Residential Crnsbuchon Code 2) Glitters far decl<dasfs lobe bol[etl a each post with washers and nuts 2-1Gd COMMON BILL OR TOP PLATE FOOT SEE NOTE 1 Girders on cnncrele piers shall be anchored with prepe steel connectors anchored _. --- 1).For root sheathing within 4 feet of the perimeter edge of the roof,including 4 feel on each side of the roof peak, FRAMING NOTES into ernerate ath amnimum 1/2"ala x T long anchor ban with washers and nuts ROOF SHEATHING: e4reo,pe.Imeler edge more attachments required shall be used 1 All iramrn techniques and methods as prescriptive design of 1995 SBC High Wind NAIL NNL g 0 P P 9 9 3) posts supporting girders shall be anchored a a 12"xi2"x12"IMck canaala footing JOINT DESCRIPTION QTY SPACING LJ Tauulaled 121nch u n Poll spacuy asswnes sheetbiny a[IacheJ to rafter I Imss fianiiiry vievduers with G 049 Edson Wood Framing Construction Manual Use a minimum 112"ilia x P'long anchor boll with washers and null Footings Shall be 3 it For framing inemhers will)a0,42<12cO 49,the nail spacing shall be reduced to 6 inches o c below grade Parches with coveded pangs shall have 12 din concrete piers for the girders STRUCTURAL PANEL ed AS PER TABLE 3 0 WFCM-SBC 31 Tabulated 4 inch o c.nail spacing assumes snealhlng to rafter I tmssirammg members with G, 2) Unless otherwise noted,all framing and slruvural wood material la he flp+BTR _ D 49 Far Douglas Fit 4) Deck)oisisahave trucking at H'0 oro CEILING SHEATHING irartling members with 042<G<049,[he nae spacing anon he mdnr:ada3maneanr: 9 3) Floors,malls,ccllings and rafters to he spaced al1G aches o c unless holed 5) A mlmmum of ID Inch flashing shall be Installed between the building and ledger GAIL NAIL IrTj Jo1NT DEscRIPnaN WALL SHEATHING REQUIREMENTS FOR WINGILOADS: otherwise Ledger a he fastened c balding with l be ilia M1led with washers and nuts CTY SPACING 4).Unless nthendse noted,all bearing wall headers to he(2)2x1OR2+BTR Doug Fr vrha,e needed GYPSOM Sd COOLERS 7" O C EDGE BefiNAIL SPACING NAIL SPACING AT INTERMEDIATE WALLBOARD 10"O C FIELD SHEATHING LOCATION NOTES V openings wall headers to have e(3)lk surds and d(full length surds on each side of all 6) Concrete piers shall be a minimum 6"above grade SHEATHING-. r. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD opemnys LVL Began, tonave(3)lal studs and since, length satlaoneach areaar 2.4..of WALL SHEATHII`!G. _ SEE NG fES 1,3(BOTH FlELDS) epernnys Bearing wall window sols s4all also nave(2)window sill plans for 2x4 wall 7) All loistsa be supported with Mangers and anchors Each Joist shad also be anchored - HAIL NAIL 4'EDGE ZONE ed COMMON @ fi"O G ed COMMON @ 12"O.0 NOT`__, 2 FDR PANEL FIELD openings between 4'1 and 60 and 2x6 wall openings between 511 and 6'9 Provide Ore to gntler(s) JOINT DESCRIPTION FLY SPACING IN fERIOR ZONE led COMMON @ 6"O CJ ad COMMON @ 12"0 C SEE NOTE 3 and Motion,where applicable. _ -- .-.__ ____ ___ �� 6).Covered Roofs shall be assembled and anchored the same manner as a Fypleal holding STRUCTURAL 9d COMMON AS PER TABLE 3 D -. 5) All Push beamslneaders to bouratelled will,heavy duty galrnrzed hangers and --- PANELS WFCM-SDC NOTES p anchors where applicable to all connection joists PLUMBING NOTES 7/16"ORB 6d COMMON 3"OC EDGE THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. C•�,,,r.(,/��c.]< C) 6) Double rip Foor)oisis under walls Inst con Parallel to the Inco Foist and under bathtubs 1) NI water supply,dmrnage and venting Id be installed me per N Y S Residential PLYWOOD 6"0 C.FIELD 'y'�-",rr- Floors to have csrame rile mslelled shall be verified fororoper load capacity unless noted Construction Code GYPSUM P' 0 C EDGE 1) For wall sheathing within 4 feet of the corners,the 4 foot edge zone a(iachment requirements shall .. Ed COOLERS as plans WALLBOARD u n� 10"O C FIELD be used oHj 2) Randy septic system with the Engineer fir Bufiolh County Health Department approval FLOOR SHEATI SHEATHING: oil /1 Provide n!., .If, rig in floor joists at R'O o c Use solid bloclnng In noor mise [l J f1 - -- Z) Tabulated 12 Duch o c naA spacing assumes sheathing attached to stud forming members web rr, under all beadng walls 31 If wall studs,plates orlorsis are cul out during installation fir any plumping related work, JOINT DESCRIPTION NAIL NAE G>D 49 For6aminn members whh 042<Gq the nail spacings shall renounced l0 inches o c z ,kerne adequate bracing and plates to protect and secure the structure Vainly with me OTY SPACING 9) Promae Insulation baffles at eavevents between rafters Imoolldraftlelaclongas state code and manifteme's recorrmendationfor maximum hole size and sparing permitted STRUCTURAL PANELS 61,0C EDGE' 3).For exterior panel siding,galvanized box nails shall be pamnlled to be subsllluled for common nolle...tr olle..etrHVAC SYSTEM NOTES e). 1"OR LESS Ed 3OMMDN 12"O C FIELD W p WALL I r I �'^� 9) Unless otherwise noted,all roofs and walls to have a minimum 112"flock,4-ply FIr I) Mechanical suintmomolor is responsible for adheanng to all applicable codes and safely NOTES: W II I � �I J CDX exterior sheethinn grade ply wood Plywood to cover over plates and headers requirements. III��L IIIFFF��� iiL Ili/// THESE NOTES ARE ONLY 10 BE P.EFEP.P.EO TO IF 10) Unless nth Frwrse rioted use 314"thick TBG PTS Fir or AAvanteon plywood subpolar 2) HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULENOTES ONLY NEW WALLS adhered with PL40O adhesive and screwed to floor joists Finished near to be installed equipment supplier. ova Sell as per manufacture's instructions. I) Nalliny regwremenls ale luso)on wall shealhiri9 EXISTING WALLS Ono\ \ 3) HVAC subcontracted to provide final system layout drawing and submit It to the General nailed 6"dncenler at the .,it edge If all shealh1n9 11) All bathroom walls to have I A"Ihrck moisture-resistant shaeimck Garage walls and Contractor and owner for final review and approval is nailed 3"on-comer at the panel wigs 1. brain higher WALL5 TO BE REMOVED L — — — — — 7 �\ \ ceilings and over furnace to have 5/e"thick type-x sheeVock.All olhin palls stranding G shear capacities,nailing requirements for structural to have regular 1/2"sheelrock All walls to be taped and finished ELECTRICAL NOTES: members shall be doubled,or adternaa ronnectore, such as shear plates,shall be used to maintain load halo i approved All de equal a pitch less than applied shall be installed with an Be a Water bamer or 11.All elnclriral to be installed as per N Y 5 Residential Construction Cntle approved equal Flat roofs shall be applied wlFh a Frnerylas base sheet ouch an EPDM 2) When wall sheathing as continuous over connected j p torch down type material over. 2) All electrical work shall be approved by a qualified Underwriter, members,lhe tabulated number of nods shall be permitted i) r to be reduced a1 -16d nail per foil y 13) NI.ill plains and canna ur contact with concrete Inbe e shield treated.eq Petits l0 3) ICY S Smokeni[Con and Carbon Monoxide defectors throughout as per section R317 r _ - hn installed wird a foam sill gasket and cop-rviex termite shield oil approved equal if N Y B Residential ConsWdrrn Code ( 0 \V^\ O I \ W �.,, ...,..,,...^.-, ... .... .—�..-,... � v. ., t.^ aY'.E„,^Y -6, ',^e:, ._€+.'yd","� a8`]A,R -. ,.. _ -t-'-ar. , :,. r ,. :ter' � , -a.^ _5 .- +, T' �� .r., ._, :�, a.'Fr. >r.. e.:s"r,Yas . �t r Il x5...r-. .., - ?y . 1'. x.? 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