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HomeMy WebLinkAbout32939-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33697 Rte: 05/07/09 THIS CERTIFIES that the building NEW DWELLING Location of Property: 445 9U~RLENE LJk LAUREL (HOUSE NO.) (STREET) (HAMLET) County Tax b~ap No. 473889 Section 143 Block 3 Lot 29 Subdivision Filed ~ap No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 17, 2007 pursuant to which Building Permit No. 32939-Z dated APRIL 25, 2007 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 ONE FAMILY DWELLING WITH COVERED FRONT PORCH, SECOND FLOOR BALCONY AND ATTACHED THREE CAR GARAGE AS APPLIED FOR. · ~ne certificate is issued to RICHARD & MARIA ZAHRA (OWNER) of the aforesaid building. S~FOI~K C~)UN=I"I DEP~R~E/~T OF }~gDJ~TH D~PPRO%rAL R10-05-0022 04/30/09 BI~gC-fRICAL C~U(TIFIC3%~ NO. 2094973 04/14/09 PLIERS C~RTIFIC~%TION Da-r~ 04/22/09 RUSSELL WILLIANSON Rev. 1/81 BLDG. DEPT. TOWN OF SOUT!tO~I~PI,TCAT1 Form No. 6 TO~A~q OF $OUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following; For new building or new use: 1. Final survey of property with accurate location of all buildings, property Frees, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of ware* 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 syatem contains less than 2/10 of 1% lead. 5! Colmne~reial building, industrial building, multiple maidenees andsimilar 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 requimmants, B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buddings and "pre-existing" land uses: 1. Aocuratc survey of property showing all property lines, street~, building and.unusual natural or topographic features. 2. A properly completed application and cousent to in~pect signed by the applicant. If a Certificate of Occupancy ~s 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 Pm-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, CommerciaI$15.00 New Constmctiun: Location of Property: l ~' Old or Pre-existing Building: (check one) ,,~t/.4~Z/~t.~/J,z- .~ ~ . ~/~ TTIT ~J< House No. S~t H~let OwnerorOwnersofProperty: .n°/r././~,z,o 'q I~IA Suffolk County Tax Map No 1000, Section //-/~ Block ,.~ .4 Subdivision Permit No. .~'~, ~.$ ~. Date of Permit. Health Dept. Approval: Rio '- o 5'- - o ~ ~ Pl~ng Board Approval: R~uest for: Tempo~ Certificate Fec Submitted: $ Filed Map. Lot: Applicant: Underwriters Approval: Final Certificate: V" (check one) Applicant S~_~ Town Hall Annex 54375 Main Road P.O. Box I 179 Southold, New York 11971-0959 Telephone (63 I) 765~ 1802 Fax (631) 765-9502 BLm .r~INO DEPARTMENT TOWN OF//~OD.rtlOLr~ CERTIFICATION Date: I certify that the solder used in the water supply system contains less than 2/10 ofl% lead. Sworn to before me this ~3- ~ dayof ~r~ / , 20~ Notary Public, ~v~-~EJ.E-- County (Plumbers Signat~i~' BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD Of FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by RICHARD ZAHRA23 WOOD AVE. ALBERTSON, NY 11507 RICHARD ZAHRA 445 MARLEN LANE MATTITUCK, NY 11952 Located at 445 MARLEN LANE MATTITUCK, NY 11952 Application Number: 2094973 Section: 143 Block: 3 Lot: 29 Certificate Number: 2094973 Building Permit: 0 BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, Attic, 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 authority having jurisdiction, and found to be in compliance therewith on thel4rh Day of April, 2009, Name OTY Rate Rating Appliances and Accessories Exhaust Fan 2 0 Furnace I 0 Hydro Massage Tub (Therapeutic) 1 0 Oven 2 0 40 Service SeP,,ice Disconnect: 2 200 ServicelPhase3w Service Rating400Amperes Wiring And Devices AFCI 3 0 Fixture 7 0 Fixture 26 0 Fixture 76 0 GFCI Circuit Breaker 2 0 Outlet 109 0 Outlet 159 0 Paddle Fan 5 0 Receptacle 1 0 20a-laundry Continued on Next Page I of 2 Circuits Type F.H,P Gas Amps cb Low Voltage Fluorescent Incandescent Fixture Gen, Purpose Appliang. eca/ This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by RICHARD ZAHRA23 WOOD AVE. RICHARD ZAHRA ALBERTSON, NY 11507 445 MARLEN LANE MATTITUCK, NY 11952 Located at 445 MARLEN LANE MA'~'ITUCK, NY 11952 Certificate Number: Application Number: 2094973 2094973 Section: 143 Block: 3 Lot: 29 Building Permit:0 BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices wiring and 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 authority having jurisdiction, and found to be in compliance therewith on thet4th Day of April, 2009. Name ~ Rate Rating ~ircuits Type Receptacle I 0 30a Dryer Receptacle 12 0 GFCI ReceptacJe 105 0 Gert, Purpose 69 0 Gen, Purpose Switch sea/ 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 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. 32939 Z Date APRIL 25, 2007 Permission is hereby granted to: RICHARD & WF ZAHHA 23 WOOD AVE ALBERTSON,NY 11507 for : DEMO & CONSTRUCTION OF NEW SINGLE FAMILY DWELLING W/ ATTATCHED 3 CAR GAPJtGE & COVERED FRONT PORCH.THIS PERMIT REPLACES BP # 31026 at premises located at 445 MARLENE LA MATT/LAUREL County Tax Map No. 473889 Section 143 Block 0003 Lot No. 029 pursuant to application dated APRI__L 1__7,_ 200__7 and approve~ by the Building Inspector to expire on OCTOBERFee $ 2,183.00~~//~, 200~~r.(~ 1 l ,th /~ ~ ~'~A~r ' z/e~d S i g/ns t u r~ ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES COMPLETION OF THE WORK AUTHORIZED) UNTIL FULL PERMIT NO. 31026 Z Date MARCH 29, 2005 Permission is hereby granted to: R & M ZAHP~A 23 WOOD AVE ALBERTSON,NY 11507 for : DEMOLITION & CONSTRUCTION OF A NEW SINGLE F~24ILY DWELLING WITH ATTACHED THREE CAR GARAGE & COVERED FRONT PORCH AS APPLIED FOR at premises located at 445 MARLENE LA County Tax Map No. 473889 Section 143 pursuant to application dated MARCH Building Inspector to expire on SEPTEMBER 29, MATT/LAUREL Block 0003 Lot No. 029 24, 2005 and approved by the 2006. Fee $ 2,183.00 Authorized Signature Rev. 5/8/02 ORIGINAL TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. [ ] INSULATION ~FINAL ,~ ,~ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ REMARKS: INSPECTOR /~~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ] FRAMING/STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION REMARKS: 1~ .~/~0~ [ ] ROUGH PLBG. [ ] INSULATION [~FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ~INSULATION /\ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: ~ ~ INSPECTOR ~r/~'--~~-- F .INSPECTION [ ] OU DATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ~INSULATION [ ]FRAMING/STRAPPING[ ]FINAL //'~/~ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: INSPECTOR j~ OWN OF SOUTHOLD BUILDING DEPT. ~'~ ~ 765.1802 /' ~ ~') /_)/~ INSPECTION ]FOUNDATION 1ST ~j~ROUGH PLBG. ~'~ FOUNDATION 2ND [ ]INSULATION F~RAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS· ~ ? ~ ~~ DATE iNSPECTOR_-/~-~- .~ I ~) ~'''(~ ~'- 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST ~x~ FOUNDATION 2ND [ ] FRAMING [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL REMARKS: ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~FOUNDATION 1ST [ [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 To: Town of Southold Building Dept. Date: November 21, 2006 Re~ Strapping Beam Change Inspection Richard Zahra 445 Marlene La. Mattituck, NY 11952 Permit #31026 To Whom It May Concern: After an strapping inspection was performed on the above property, it is deemed that all strapping was installed correctly, and meets all building codes. The Anthony Power Beam and Microlam Beam with Flitch plates were a changes from the original plan and are sufficient in size to carry the loads applied to them. Also the 4" holes that carry the plumbing pipes through the floor joists are in the proper location within the floor joists and will not effect the structural integrity of the joists. Any other questions please call. '\ t ~ ~:~ erely J~~~erkoski FIELD II~SPECTION REPORT [ DATE I COMMENTS ...................................... ~-~??o ~"~ ~~~ ~ -'~ ~ ~~ PLUMB~G F~ ~DITION~ COMMENTS TOWN OF SOUTHOLD BUILDING DEP.~RTMENT TOWN HA*LL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ PERMIT NO. Examined ,20.__ Approved ,20.__ Disapproved a/c Expiration ,20 BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: Building Inspector APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS Mail to: Phone: .... ~, ', DEF~ , ~'~w ? ?'_ZYP:-° J '-a.-'Tl~is ap-pliEation 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 Certiftcate 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. Therea~¢r, 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 constmction 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. - - (Si~na~li~ant or name, if a corporation) (Mailing address of applicant)" State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises d7A.~'~a .~dzr~Z4,a,~'J9 ,.,' A-'/~a~'d/,~ (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 Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Subdivision (Name) Block ~ Filed Map No. Lot Lot State existing use and occupancy of premises and intended use and occupancy of proposed constructiofi: a. Existing use and occupancy _qos~r~/~ Ha~t~ b. Intended use and occupancy .P'~L t. 7-! ~ Nature of work (check which applicable): New Building Repair Removal Demolition Estimated Cost ~'~'~5 ~",~,~/~.~t~ ~-~. Fee Addition Other Work If dwelling, number of dwelling units / If garage, number of cars ~ Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front Height /~" Number of Stories Rear ~-~, Depth Dimensions of same structure with alterations or additions: Front Rear Depth. Height Number of Stories : ii ~ ,~,~ 8. Dimensions o f entire new construction: Front 6-/? Height 3~ ' Number of Stories 9. Size of lot: Front /03. o/ Rear 10. Date of Purchase Rear J"$ .Depth ~...Z Name of Former Owner Depth g.-/~3,t'~ F~- tq7.~e 11. Zone or use district in which premises are situated /(f~-q iD tZt~///4 ~-- 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__ 14. Names of Owner ofpre~nises/g/,- ~,~,o z,~a,¢,xAddress 2 ~, . ~, - hone No. ~-/~ Name of Architect Address Phone No NameofContractort&t~,a,z~.~,,~.oaa_~ za ~,A Addr e s s ,,2z~vx~_ Phone No~Gz 15 a. Is this property within 100 feet ora 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 ora 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 ) ~ C~rh£,rd Z (Z2thrt~ being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (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. Sworn tol)efore me this ~ r~ CZ day of /~/~(-t//c~3 20 0 ~' ~N~o;~Public , Ne. 4914178 ~ in Na~au County q~ Gemm~'ion P.~q~i~ Oecember 07~/_~~ I Signat~licant Permit Number REScheck Compliance Certificate New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 Data filename: C:Wrogram Files\Check~REScheckLMRZ-ZAHRA. mk Checked By/Date PROJECT TITLE: HOUSE COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric WINDOW / WALL RATIO: 0.21 DATE: 07/08/04 DATE OF PLANS: 07 / 2004 PROJECT DESCRIPTION: ZAHRA RESIDENCE 445 MARLENE LA. MATrrI'L~CK, NY COMPLIANCE: Passes Maximmn UA -- 544 Your Home UA = 500 8.1% Better Than Code (UA) Gross Gla~ing Area or Cavity Com. or Door Ceiling 1: Flat Ceiling or Scissor Truss 1768 30.0 0.0 62 Wall 1: Wood Frame, 16~ o.c. 1680 19.0 0.0 71 Window 1: Wood Frame:Double Pane with Low-E 194 0.330 64 Door 1: Glass 266 0.330 88 Door 2: Solid 41 0,370 15 Wall 2: Wood Franm, 16" o.c. 1488 19.0 0.0 78 Window 2: Wood Frame:Double Pane with Low-E 102 0.330 34 Window 3: Wood Frame:Double Pane with Low-E 35 0.310 11 Window 4: Wood Frame:Double Pane with Low-E 3 0.300 1 Door 3: Glass 55 0.330 18 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1768 30.0 0.0 58 COMPLIANCE STATEMENT: The proposed building ~presented in this document is consistem with the building plans, specifications, and other calculations submitted with this permit application. The proposed sy~ms 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, professional judgment, such plans or specifications are in compliance with this Code. Builder/Designer ~ REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoflware Version 3.6 Release 1 DATE: 07/08/04 PROJECT TITLE: HOUSE [ I [ ] [ I [ ] [ I [ I [ I { ] [ ] [ ] [ ] Ceilings: 1. Coiling 1: Flat Coiling or Scissor Truss, R-30.0 cavity insulation Comments: Above-Grade Walls: 1. Wall 1: WoodFrame, 16" o.c.,R-19.0eavityinsulation Comments: 2. Wall 2: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Windows: 1. Window 1: 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: Window 2: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe featu~s: #Panes FrameType ThermalBreak?[ ]Yes[ ]No Comments: Window 3: Wood Frame:Double Pane with Low-E, U-factor: 0.310 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Window 4: 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 Conuncnts: 1. Door 1: Glass, U-factor: 0.330 Comments: 2. Door 2: Solid, U-factor: 0.370 Comments: 3. Door 3: Glass, U-factor: 0.330 Comments: 1. Floor 1: All-Wood Joislfrruss:Ovcr Unconditioned Space, R-30.0 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. 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 nondC rated, the fixlure must be installed with a 3" clearance from insui_ation. Vapor Retarder: Required on thc warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: Materials and equipment must be installed in accordance with the manufacturers installation instructions. Materials and equipment must be identified so that cempliance can be detenuined. ] Manufacturer manuals for all installed healing and cooling equipment and service water heating equipment must be provided. Insulation R-values and gla~ing U-factors lnnst be clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in unconditioned attics or outside the building must be insulated to R-8. Return ducts in unconditioned a~cs or outside the building must be insulated to R-4. Supply ducts in unconditioned spaces must be insulated to R-8. Return ducts in unconditioned spaces (except basements) must be insulated to R- Retain ducts in unconditioned spaces (except basements) must be insulated to R-2.. Insulation is not required on ~urn ducts in basements. Duct Construction: All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesive), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 18lA or LtL 18lB. Exception: Continuously welded and locking-type longi,~dlnal joints and seams on docts operating at less than 2 in. w.g. (500 Pa). The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the larger zone. Electric Systems: Separate alecttic meters are required for each dwelling unit. Fireplacea: Fireplaces must be installed with tight fitting non-combuslible fireplace doors. Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction 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. Service Water Heating: Water heaters with vertical pipe risers must have a heat lrap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating sys~m. Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systema: [ ! Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 °F or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation ~ldekn~ for Circulating Hat Water Pipes, InfadalioR Thicknesg in Inches bv Pi~ Heated Water ' ' Cil'Odntine lg4ning and Rlmouts 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimton lnsulation Tklclmess for HVAC Pipe~ Fluid Temp. Innnlntinn Thlckne~ in Inches bY Pine Sizes ~inino gv~em Tvnes ~ 2"Runoum I"~dLess ~ 2.5" m ~" Heating Sy~ems ~w ~~ 201-250 1.0 1.5 1.5 ~w Tem~m~ 120-2~ 0.5 1.0 1.0 S~ ~Me~te (for ~ ~) ~y 1.0 1.0 1.5 C~g Sy~ems C~ Water, ~g~L 40-55 0.5 0.5 0.75 ~d B~e ~low 40 1.0 1.0 1.5 2.0 1.5 2.0 1.0 t.5 NOTES TO gIELD (Building Department Use Only) /a,o- /'/'z-3-.~? TOWN OF SOUTHOL~ .~PROPERTY RECORD CARD ' ~ -~; )WNER STREET q ~ VILL~C_-.-.~DIST. SUB. LOT ~, ,Z~/;~ ,,.~4 , ~j~._,_~ ~ / /~, :O~ER OWNER . , N ( ~ ~/~ ~- I ' ~. ~/~ S~S. ~Lt FA~ COMM. CB. MISC. Mkt. Value: 700 ~,Ioo Wfoo ~//1~.1~/ ~-/¢o-8P~/9/'~-~-cc.~. h~ ,~g~,'t'~. - ~.~. AGE BUILDING CONDITION :A~ Acre Vomue Per Vomue ~- I-~ Acre illable 1 illable 2 illable 3 ~oodland vampl~d FRONTAGE ON WATER 'ushland FRONTAGE ON ROAD /~ ' ~ ~, 0 '~ ouse Plot DEPTH / ~, ~ ( ~ ~ ~ ~ BULKH~D ~tal D~K 143-3-29 '~/04 ;OLOR ~RIM Both / Dinette Rooms 2nd Flor FIN. B. PROPOSED SEP?7C SYSTEM DESIGN -': LCd,gO ~,x~d}', SE~-r' ~x~,~, TEST HOLE DA TA OF SEC~-,Otv 7209 OF ~'~F NEW ~'0~* S~E EJ~,Cz~'OL ~,4~. AREA=I4, S75 sq. ft. I--7~',~.'/['.- SURVEY OF PROPERTY A T MA TTITUCK TO WN OF SOUTHOLD SUFFOLK COUNTY, N. K 1000--1 SCALE: 1'=$0' JANUARY J, 2005 P£CON~C 'S, P.C. 1250 ~RA CELEP 5~FFT TEST HOLE DATA I om fomilior with the STANDARDS FOR APPROVAL AND CONSTRUCI?ON OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE5 ond will ob/de by the cond/tions set forth there/n ond on permit to construct. the The Iocotion of wells ond cesspools shown hereon ore from fie~d observotions ond or from doto obtoined from others. ANY AL1~RATtON OM AOOI~ION TO THIS SURVEY I$ A 140LATION OF' ~CTION ~09 OF TH~ NEW YOMK STATE EDUCA 77(~v LA~ EXCel' ~ ~ ~ 7~-~ Z ~L ~R~CA~ONS Elevofi~S referenced to on os$umed do,urn. ~--14,575 ~. ~. m =MONUMENT SURVEY OF PROPERTY A T MA TTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. i O00-143-03-h>B SCAI~: 1'---30' ~ANUARY $, JAN. 25, 2005 (REVISIONS) JUNE 29, 2005 (Locote Foundation) PECONIC P.C. [631) 765-5020 FAX [631) P.O. BOX 909 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 797 $.C.D.H. 5. REF. ~1 RI0-.05-0022 TEST HOLE DATA 2' t2.1' WATER JN pAI.~ BROIffV FiNE ~AND ~ om fomilior with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES ond will obide by the conditions set forth therein ond on the permit to construct. The Iocotion of wells ond cesspools shown hereon Qre from field observotions ond or from doto obtoined from others. ANY ALTERATION OR ADDllTON TO THIS SURVEY IS A VIOLAITON OF SEC770N 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIONA TURE APPEARS HEREON. E/evotions referenced to on ossumed doturn, · =REBAR SET AREA=t4,575 sq. ff. I =MONUMENT ,~o~.o sOu -~o~ SURVEY OF PROPERTY A T MA TTITUCK TOFN OF $OUTHOLD SU?FOLK COUNTY, N.Y. 1000-I43-03-29 $CAL~: 1'=30' JANUARY J, 2000 JAN, 25, 2005 (REVISIONS) JUNE 29, 2005 (Locote Foundation) AUGUST 19, 2008 (FINAL) tiC. NO. 4961~ (SSl,) "651,) 765- 1797 P.O. BOX I II II III I I I FRONT ELEVATION RIGHT ELEVATION I II i I I '1 I LEFT ELEVATION N COMPLy WF'"' REAR ELEVATION 8AM TO 4PM FOR THE FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONqTRUCTION SHALL MEET THE REQUIREMENTS OFTHECODESOFNEW YORK STATE, NOT RESPONSIBLE FOR RETAIN STORM WATER Pt~SUANT TO SECTICN 45-10C OF~IE TOWN CC~:. NI ,; Z~z , ....? i ........} --' qS~ ~) METAL DECKING INSTA N FO~, CONCRETE F?OR ~ ~ - ~?~r- LLATIO , ~ , , I ' , I ' ' t___ , I- ~ .... - L--4 A m,_8,, Irt I ~ V COMPOSITE DECK TO BE GAbVI?ZED G60 AND PHOSPHATIZED/PAINTED. .... ~ --~ ~, j, ~u-o J' ~ ~ --Z¢~ ' ~ INSTALLATION OF FLOOR DEDK SHALL BE DONE ~N ACCORDANCE WITH THE ~, 1 k ~' [~ ',, SDI MANIJAL OF,CONSTRUCTION. WITH STEEL DECK. WELDS ~0 SUPF'ORTS ~ ~ J [~ j AT LEAST 12. O? C,ENTEI7. SIDE LAPS ARE TO BE WELDED AT A MAXIMUM ~-~ ~ ~ , SPACING OF 36 ONI CENTER, ~ ' ' PLACEMENT OF CONI~RETE SHALL CONFORW TO THE APPLICABLE SECTIONS (ALT W~?40) ~ OF THE ACI SPECIFICATIONS. ~, AND '/2' S/R ON B&SEMEN7 SlOE c I ~ NOT BE USES IN CONCRETE PLACED ON DECKING. , TO SE pROIECTZD k~/ C I [ ¢ STEEL DECKING TO _j __; ACCESS BOC,~S ~c ~E-m v~m rp k ~ USE 5"X12" AsLOKpERFLOORMFGs.STEEL BECKING ' , .... ' X ..... (INSTALLED INSTRUCTIONS) ~ ~600mTS,~lS"oc , ~ ~ ~, j~L~, , : ~ ~*~ ~ ~ , ~, ,~, ~ ¢1~:1 , WITH POURED CONCRETE ABOVE ' ' '#/~/~" PL~ ~SOVE ~ ~ F~ HE~ q ~ ~ ~ ~- ¢1~ =m STE~L SE~ ~ m E:~ '~ ~ ......... ' CONCRETE TO BE REINFORCED WITH WELDED WIRE FABRIC I L ~ ~~ ~ -- ~ TRAP DOC~ TO ABO~E F~OOB' I ' XI ' C 9'-6" 2' 0", 5' 8" ~'-0". 2'-0". 22' 5" FOUNDATION PLAN WINDOW /'--DOOR SCHEDULE EX.O~URE CXTAeOR¥: C MEAN ROOF HEI'GHT: 26'-9I' LIVING SPACE (EXT. WALLS DOORS / WINDOWS): CATALOGUENUNBER DBLHUNG MANUFACTURE ANDERSEN ANDERSEN TW20210 DEL HUNG ANDERSEN TW2046 D~L, HUNG DEL HUNG EGRESS SF 44 77 4O 50 50 NOTES ARCH WDW GLIDING PATIO DR 50 55 40 55 ANDERSEN STORAGE / GARAGE / MISCi 7,2 72 THEANATRU SI00 310XS/8 ENTRY DR 21.0 i I 80 I 65 THERNATRU S262 3/8XS/~ ENTRY DR. E0,0 1 50 65 I i , WIND-BORNE FOR DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL WALL OPENING PROTECTION 0F120 MPH 3 SECOND WINO GUSTS ( MAXIMUIvl MEAN ROOF HEIGI-IT: 35') SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS: 0 < 4'0 WIDE SPAN 23/52" ARA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") ASSE'vlB LY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ #10 Iw/ WASBERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16" O.C. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDINB: //10 TEE NUTS ATTACHED TO BLDG. w/ #1o ( W/ WASHERS) MACHINE BOLT © 12" O.C. SHUTTER ASSEMBLY N,T.S. FOR PANEL ~ANS: 4' OR WIDER SPAN 23/32" APA SPAN-RATED 48/24 SHEATHING GRA©E PLYWOOD (OVERLAP AROUND OPENINGS 4") 2x4 STRONG BACKS @ 24" ©C ASSEMBLY: 1}. RREASSEMBLE PLYWOOD TO 2x4'S. # 10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW © 12" 0.0. 2). ATTACHING STRUOTURAL PANEL: FASTEN TO BIJILDING w/ #10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16" O.C, ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: //10 TEE NUTS ATTACHED TO BLDGi w/ #10 ( W/ WASHERS) MABBINE BOLT © 12" O.C. ALTERNATIVE FOR OPENING PROTECTION TABLE 1609,1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEBULE FOR WOOD STRUCTURAL PANEI.S FASTFIER SPACING ONCI-IES) FASTNER =ANEL SPAN 2 FEET < PANEL ¢ FEET< PANEL ;FEET < PANEL TYPE < 2 FEET SPAN < 4 FEET SPAN < 6 FEET SPAN < 8 FEET ¥OOD SCREWS 2-1/2 #8 16 16 16 12 WOOD SCREWS WOOD STRUCTURAL PANELS WITH A IvIINIMIJM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO SFORY BUILDINGS, PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609,1.~, 1509.6.b AND TABLE 1609,1.4) JLTIPLE SEOTION ASSEMBLY: 1/4" THICK BOLTS @ 2' OC 58'-0" 16' 0" 3' 6" 6' 6" 8' 6" 7' 6" 4" 3' 5" . 3' 3" ,2'-6" 4' 0" 23' 0" 19'-0" ,1'0" IrlSTAL G,*URDpAL ON BOOR (£TE~5 NOT TO BE BUILT) SUNRO0¥1 15'-0" (2J 12" I.VL PLEADER 16' 0" FAMILY ROOM 13' 0" J 3'-6" KITCHEN 25' 5" 5'- o" / LAIJNDRY ROOM LVL HEARER OPEN TC ABEVE TO GARAGE E DINING ROOM FOYER OPEN TO ABOVE 2'-9" 5'-6" ~2~ 2v8 HEADER' 11'-6" 3'-0" J.. 3'-0" 6'-0" ,2'-0", 5'- 6" 5B'-O" 9'- 6" ], 3'- 9" 1ST. FLOOR PLAN 35' 0" lq iO'r 10'-6" 9'-3" 9'-9" Z .2'-0"~_2'- 6" x IF 2/ ~ ~ DRESSfNG ' , AREA ~ , L ? h %X / :~a PmeE - . BEDROOM o ROOF AND W~LLS ?., %/ ~12% BATH] ~ BELOW I ~ 0 ~ .4~ ,z z z ~ -~ ~ BEDROOM I o ~,"' (2) 2XlO ~R = ~BC~TATTIC ,' % I o r ,~ o 12 ~ . ~,_0,,.~'-11' . 3' 0" . 3' O" . (GARAGE STEEL BEAM) FIRE-RESISTANCE CONSTRUCTION FOR STEEL BEAM JOISTS ABOVE STEEL BEAM STEEL BEA~I - j JOISTS FLUSH W/ STEEL BEAM ASF'HALT ROOFING 15~ F~LT UNDERLAYMENT , 1/2" 4 PlY FIR CDX SHEATHING WlSO 11-7/8" WOOD I RR  2X10 CEILING JOISTS R3O INSULATION / // , i ,/' . . ,,~ ¢/4" SUBFI.OgP ~ E; VINYL SFIAKE SHINGLES L~~._~~ [J 0P,55 11 7/8" ,[OOB-, FLCOR dOISTS ~ TYVEK VAPOR BARRIER ~ 2X6 STIJDS (¢16"0C ~ ASmHAL T ROOFIII6 ~ :} R19 II,ISULATIOI'I  /' ~ ;EL' 10" CONC. FOUNDATION WALL GARAGE STAIR (1ST. FL. TO BASEMENT) SEC TION A-A WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE T~E FOLLO~IN~ APPROVED USP METAL OONN~OTO~5 Fo~ P~OPE~ ~[ND ~ESlST~NT 4 ~OOD OONST~BOTION, FOLLO~ ~N~F~CTURE'5 ~EOOM~ENDED INSTALLATION INSTRDOTrON5 TO K'N6 STUDS ~ /' I raFTER ~ ~AFTE~5 SILL PLATE(S) ~ (~ ~ ¢ / WALL SHEATHING MAINTAIN I ,NSTALL 4'¢ b C THE SPACE VENTILATED, ALL OpENiNGS ~ /~ SHALL BE COVERED WITH CORROSION- ~CONTIN SCREENED VENT ' .' .¢' .. %' ¢ FLASHING TO FORM CHANNEl I APPLICATION I OPEN~NeS OF % INCH IN DIMENSION I INSTALL4'O"OC ~ ~ //~%. %~ LOCATION USPNUMBER DESCRIPTION 50FFITE~ INSTALL4'~"OC ~/ ~ ~ .~,.~ ACTION ,ONALLOPENJNGS % ~-E/~, ~. '~ KEEPROOFINGNAIESOUT 50FFITED -- /'~*. I ';., % MATERIAL AS ROOFING '~7 '~; 7%'~ WOOD JOIST TYP CON~ FOUNDATION CONC, SLAB ~ ~¢~' ,~ ' NEOPRENE I~" , ,o~ CONC FTC .~ . 3~ . ~, ANCHOR BOLT CONNECTION USEWlTH 3x3 SQUARE WASHERS SIDES AND TO SILL PLATE TO FOUNDATION t STORY 72" OC I (CRAWL SPACE OR FOUND~T!ON) T~PICAL BEAM DETAIL WHERENEEDEDFORSTRUCTURALB~C]NG MIN, 3" STEEL COLUMN ANCHORED TO 30"x30"x12" CONC FTC (CRAWLSPACEORFOUNDATION) 2STORIES 3B"~C 5TELL / ~OTTO~ WALL BOSOM PLATE TO FOUNDATIO~ [SLAB-ON-GRADE) 1-2STORIES 57"oc ~OOF JAC~5 ~ ~ENT5 DETAIL COMPACT FILL~ ¢ . /.' .,' .~_ - , ' P,T[PLATE /~ ' / /'SP~E' ~:'" ' ' 1'2" AIR ., <' "; (WITH A NAILING PLATE IF NEEDED) ~~ ~ ~ /~]DESOFWOOD // ' ~. .,A ~ ,~ ~ .~,L · ~ STEELBEAMTOALLOWFORSHRINKAGE 3 MINIMUM BEARING SURFACE FOR WOOD BEAM ~E DO0~ ~LOC~ODT [t I ' : BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT P~FTER ,*TA..'. co . % .~¢ ~ THE SPACE VENTILATED, ALL OpENiNGS ~ ~C03~ WOOD GIRDER ' . ' .¢' .. ~' ¢ FLASHING TO FORM CHANNEl LOCATION USP NUMBER DESCRIPTION I APPLICATION I OPENINGS OF ON ALL OPEN,NGS %F'% I ¢ ¢*/" ~' GAP TO PREVENT CAPILLARY 4"- 6" RAFTER RTl810-3,4" x 1 INSTALL4'O"OC ¢/ ~ ' ./¢~%:,.~% ACTION ~OOF VENTILATION / PROVIDE BLOCKINGovERBEARiN~WALLSAND HEADERsBETWEEN JOISTS THATARE ,ONALLOPENJNGS % ~-~/~, ~. '~ KEEPROOFINGNAILSOUT 5OFFITE~ EASE DETAIL /'¢/.' I '}., % MATERIAL AS ROOFING ~ SHINGLES AT BASE M[N 4 JNCHES '~gY 'x~ 7%'. WOOD JOIST SIDE FL~SHINO TOP PLATE L (CRAWL SPACE OR FOUND)I!ON) T%PICAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL B~C]NG MIN, 3" STEEL COLUMN ANCHORED TO 30"x30"x12" CONC FTC (CRAWL SPACE OR FOUNDATION) 2 STORIES WALL BOSOM PLATE TO FOUNDATIO~ [SLAB-ON-GRADE) 1-2STORIES 5~"oc ~OOF JAGS5 ~ ~ENT5 DETAIL COMPACT/FILL ¢ . FOR BLOCKOUT . STEEL BEAM ' 1,2" AIR ., <'" (WITH A NAILING PLATE IF NEEDED) 3 MINIMUM BEARING SURFACE FOR WOOD BEAM ~E DOOR BLO~KOUT ~EAH POCKET ANCHOR BOLT CONNEOTION FOUNDATION 5/8" DIA ANCHOR BOL SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION t STORY 72" OC (CRAWL SPACE OR FOUNDATION) SILL PLATE TO FOUNDATION 2 STORIES 3E" OC (CRAWL SPACE OR FOUNDATION/ WALL BOTFOM PLATE TO FOUNDATIO~ 1-2 STORIES 57"OC WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 4" MAX. 5TAIF~ F~AILINC~ '~ HANDRAIL CONNECTION 4" DIA MAXIMUM RIDGE-TO-RAFTER CONNECTION LOCATION USP NUMBER ~ES.CRIPTION APPLICATION I ROOF , [_STA24 11-1/4x24 20S~ STRAPIAPPLYOVERRiDGETOEAOHRAFTER ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS~ HANDGRIP PORTION O¢ ALL HANDRAILS SH~LL NOT BE L~SS THAN 1-t/4" NOR MGRE THAN 2" iN CROSS SECTIONAL DIMENSION, OR THE ~HAPE SHALL PROVIDE AN EOUIVALENT DRIPPING SURFACE 4" CIA MAXIMUM 4" MAX 'N ~EcK/POF~CN ~AILINC~ CEILING JOIST TO BLDG· CONNECTION LEDDER TO BE CONNECTED TO BLDG USING 1/2" BI^. BOLTS ~16"00 WITH WASHERS FLASHING TUCKED UNDER TOP P ECE OF SIqlNG AND LAPPED OVER FIRST CONTIN PIECE OF BIDIND blELOW / 1/2 DIA LAG BOLTS W/WASHERS CONNECTED TO ELDG ~16" CC FLOOR FRAMIND BLOCKING FOR/¢ LAG BOLTS .. RIM JOIST/BO' 2xJOISTS liST HANGER DECK/PORCH LEDGER CONNECTION RAFTER TOP PLATE WALL STUD RAFTER TO PLATE/S~-UD CONNECTION ,LO~ATION jusP NUMBER,, BE¢CRIPTION APPLICATIONcoNNEbTTO J 4' - 6' RAFTER RTl0 , 10-3/4 x 18gal, TYDOWN ANCHOR EACH RAFTER ,,"-,2"BAPTER ETS0 EI-I, ",E0¢ JOIET ~ SPLICED JOISTS OVE[R HEADER/GIRDER LOCATION USP NUMBER BES~CRIPTION APPLICATION tOIST TO GIRDER/HEADERI RTID ITYDO~^NOHORIooN"EOTTOBAGH JO'~,[ WOOD JOIST BIRDER/HEADER WOOD JOIST FLUSH JOISTS WITH HEADER/GIRDER ALL JOISTS CONNECTED TQ A FLUSH HERDER TO BE SUPPORTED WITH THE PROPER STEEL cONNECTOR IF ABLE, SET FIR JOISTS APROX 1/4" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE ELOCKIND WOOD GIRDER SPLICED JOISTS oVEF~ HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOrSTS THAT ARE SPICED AN[:) USE WITH RTl 0 TYDOWN ANCHORS RAFTER '%¸ RAFTER-TO-LEDGER cONNECTION , LEDDER TO BE CQNNECTED TO BLDG, USIND 1/2" CIA BOLTS ~16"O0 WITR WASHERS RAFTER SIZE USP NUMBER B~SCRIPTION J APPLICATION 2×6-Ex8 L82~ II 8ga SLOPE HANDER APPLY TO ,EACH RAFTER / LEDDER 2X10 LS21(] 1Bsa, SLOPE HANDER APPLY~O EACH RAFTER / LEDGER RAFTER TOP PLATE WALL STUD RA~TER TO PLATE/STUD CONNECTION ~OCATION USP NUMBER DESCRIPTION RAFTeR/PLATE i RTl 5 TYDOWN ANCHOR PLA~ERVALL SPTH4 jSTUD PLATE ?~NCHOR APPLICATION CONNECT ~CH RAFTERTO~LATE DONNECTOVER PLATESTO EACH STUE GrRDER/HEADER POST/COLUMN POST-TO-GIRDER/HEADER coNNEcTIoN LOCATION i ~JSP NUMBER J DESCRIPTION J APPLICATION PBS~,4 / PB SE44 / KC44J POST ~AP ANCHOR IAPPLY TO EACH COLUMN PBS88 PBSE66)KC66 POSTCAPANCHORAPPLYTDE~CHC©LUMN HOLLOW COLUMN J SIMPSON STRF~I/2 H,C, ANCHOR ~APPLYTO EACH COLUMN L~N~ISTUF~E~ED 5OIL LAY PLASTIC BASE DIRECTLY ON UNDISTURBED SOIL (ORGANICS REMOVED) LEVEL BASE FIT CONSTRUCTION TUE~ AND PLUMB BRACE TUBE FILL AS PER MANUFACTURES' INSTRUCTIONS DISTU~ESED / F::'OOF~ 5OIL LAY 4-6" LAMER OF cRUSHED STONE OR GRAVEL LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED ~RAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BRACE TUBE FILL AS JER MANUFACTURES' INSTRUCTIONS CONC, ~IER FOOTING IN ACCORDANCE WITH SECTION 10,~11 OF N,Y,S RESIDENTIAl. CODE THIS DESIGN COMPL Es,WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT PRESCRIBED IN THE CODE THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIOr~S FINDS THIS PRODUCT ACCEPTABLE FOR USE IN N,Y,8, BASED UPON ICRC EVALUATION SERVICE REPORT ER-542~ AND SUBJECT TO THE CONDITIONS THEREIN KING STUDS CRIPPLESTUD HEADER JACI H~ADER-TO-~OST/STUD CONNECTION LOCATION IUSp NUMBER DESCRIPTION I APPLICATION 1 ALLOP~NINGS --LSTA12 I-I/4"X12"20ga;STRAP APPLYTOEACNJACKSTUD ALL OPEN NGSI RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CR PPLE STUDI POST- POST-TO-DECK CONNECTION USE MIN (E) 1/2" DIA GALV, BOLTS WITH WASHERS AND NUTS POST/COLUMN-- POST-TO-GIRDER/H EAb E R CONNECTION USE MIN. (2) 1/2" DJA GALV, BOLT~ WITH WASHERS AND NUTS GIRDER CONCRETE PIER H EADER/GIRD~R-TO-PC)ST CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION ~2~BEAMSIRAU44 OR WE44JPOST/BEAM ANCHOR APPLYTO EACH PIER ~IPAU66ORWEEB POST BEAM ANCHOR~ POET CONCRETE FOOTIN~ DECK POST FTG· ,CONNECTION LOCATION USPNUMBER J DESCRIPTION APPLICATION 4X4 POST PAU44 OR WE44,POST / BEAM ANCHORJAPPLY TO EAC~ FOOTING SX6 POST PAU66 OR WEB6 iPOST/ BEAM ANCNOF~]APPLY TO EACH FOOT NE CLIMATIC & GEOGRAPHIC DESIGN CRITERIA ROUND WIND, SEISMIC FROST ' WINTER ICE~HIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNSERLAYMENT FLOOD LOAD (MPH) CATEGORY DEPTH TEMP, REQUIRED HAZARDS DECK AND COVERED PORCH NOTES: NAILING scHEDuLE ROOF SHEATHING: I JO,NTDEBO ;PT'ONI% ' I [NOTESI ST AS PER TABLE 3 8 ROOF FRAMING: NAIL NAIL NOTES JOINT DESCRIPTION QTY SPACING RAFTER TO 8' WALL 3-8d COMMON EACH OVER PARTITION WFCM - SEC LAP NAIL COLLAR TIE A~PER TABLE ~,4 ~ACH FACE TO RAFTER WFCM - BEC END NAIL BLOCKING ~ - 8d COMMO~ EACH TOE WALL FRAMING: JOINT DESCRIPTION NAIL J N~IL QTY SPACING NOTES TOP PLATE TO PER TOP PLATE 2 - I sci COMMON FOOT FADE NAIL TOP PLATES AT JOINTS FACE NTENS~CTIONS 4 - l~d COMMON EA ~]DE __ NAIL STU,D TO 2 - 18d COMMON 24" #ACE STUD OC NAIL fl~AdER TO 16d COMMON 16" CC FACE HEADER ~LONG EDGES NAIL TOP OR,BOTTOM · 16d COMMON PER 2x4 STUD END PLATE TO) STUD 3 - 16d COMMON PER 2x6 STUD NAIL DECK FRAMING: NAIL NAIL JOINT DESCRIPTION QTY, SPACING NOTES JOIST TO: PER TOE SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL GENEF ,AL NOTE5 wi. FRAMING NOTES NAILING SCHEDULE P~ ~L~N CoNTENT~, 1), RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: occu~Nc~ o~es,~,c*~,¢~ ~ ~,~T,~ " ~ NAIL NAIL When a cellar tie Is used in lac ~f a ridge ,trap, the number af 10d c,mmod ,ails requited Q~ 3PAOINE 3~'-3" CONSTRUCTION NOTES:in eacll end of the collar tie deed not exceed tile tabulated rlUmber of 8d ,ai~s in tile ~trap ~FTER TO 8' WALL: 3-8d COMMON EACH ~dfF~ING NE!SliT ~), The designer has not been engaged for construction supe~ls,on and assumes no codnectam, Steel straps snail h~ve a mlnlmu m ambedmah( ar'7 inches ,n concrete WALL F RAM IN G: ~AUmDRAIL5 (ANT DI~ECTfON) 200 FOUNDATION NOTES: type II exter[dr sheaf,ails fhag meet the requirements aftable 3 15a-b ~lmes the appraprlateFLOOR dOIST, BAND JOIST, 2 - 168 COMMON PER FACE NAIL ' ' I),TheGeneralCohtract~randMasu~torevlew¢~ns, alev~gohs, de~ai~sandnute~to e.gthadjustment[ac[arslnl[abl~3,16. ENDJOISTORBLOCKING ~oo~ S..NOT.:~,= CLIMATIC & GEOGRAPHIC DESIGN CRITERIA ~etermineintendedhelghlsofIMl~hedfloar(s)abava~plcalgrade 7),INTERIORSNEARWALLCQNNECTIO~S:FLOOR FRAMING:..OUN. WINO SEISMIC FROS~ I WINTER ICESHIELD FLOOD .elnstalledwlth~re-bar, 18"longat12"ued.eapptavede,?yffMnstalJ~lon ~5 BLOCKING .~cH TO~ ROOF S..EATH lNG REQUIREMENTS FOR WIND LOADS: tx16ca~tlronfound~lonventforefo~tSas~ ~ ofarea. DECK AND COVERED PORCH NOTES: JOISTONLEDGER 3-,dOOMMON PER TOE ~ABLEENDWALLRAKEANDRAKETRUSS ~dCOM~ON~4"O,C, 8d COMMONe4"OC SEENOTES;~,3 , ') Dampproof exterior of foundation with bgumlnous coaling as per ee~on R406 of TO BEAM 2QISTPER NAIL END NOTES FRAM ING N CT E S nto concrete wig1 a mlng, ulm fi/2" die x 7" ton, anchor bM~ with washers and nuts~ATH IN G: ~h, 4 foot peri~eter e¢~. 2one attachments required shMI ~,, ?ougMs Fir, *) beck joists [o ~ave M.c~lng at a'0 o,c C El LIN G S HEATH I N G: r,,~., membem wltg o 42<e<0,49, gqe nmi spacing ,hal~ be reduced t. 3 inches )the~l*a _edgert~b. rastenedtobuilldingwithl/2"dm bolt, wghwasher~andnuts ~ S~AC,.~ WALL SHEATHING REQUIREMEN FOR VVIND LOADS: ~penlngs, LVL Ileadar~ to have {3)Jack studs an6 (2) full lenpth studs on each side ofWALL SH EATHI N G: s~ ,OT,S ~. 3 f ,OTN R~S anuhqrswhere~ppli~bletoallc~nnecting ~l~ts PLUMBING NOTES ~N,"eS~ i a"oc fn pl~n~ ~) v.rgy septic system w.[N the Englneor for Suffolk County Heagh CopaYment approvM. FLOOR S H EATHIN G: 7) Provide block[n~¢~r[dging M floor jD,sts at 8'B o,c, Use solid blocking In .ocr joists 2) Tabulated 12 Inch CC, ri&Il spacing assumes sheathing a(tached t. stud framing members have r.g.m.,~/2" ~heetrock Amm w.mm. bo b. ~,od .,~ fi,ished E LE CT R IGAL NOTE S: membe~ ~.mm ~. d..~m.~, or am~.m~t, connoctor~. NAIL NAIL NAIL NAIL NOTES JOINT EESCRIPTION QTY. SPACING TOP PLATE TO 2 · 16d CO~MON PER FACE NALL TOP PLATE FOOT SEE NOTE: 1 TOP pLATES Al' 4 - 1Bd COMMON JOINTS FACE INt'ERSEOTIONS EA. SIDE NAIL STUD TO 2 - 16d C~MON 24" FACE STUD CC NAIL 16" CC FACE HEADERTO 16d COMMON kLONG EDGES NAIL HEADER , , ToP OR BOTTOM 2 - 18d COMMON ~ER 2~4 STUD END PLATE TO STUD 3 · 16d COMMON PER 2×6 STUD NAIL BOTTOM PLATE TO: PER FACE NAIL FLOOR dOIST~ BAND JOIS' 2 · 168 COMMON END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 JOlRT DESCRIPTION NAfL NAIL NOTES QTY, SPACING JOINT DbSCRIPTION NAIL NAIL STRUC URAL ~S PER TABLE 3 9 PANtLB 3d COMMON WFCM - SEC