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HomeMy WebLinkAbout34297-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34069 ~te: 12/03/09 T~IS u~TIFIES that the building SWIMMING POOL & HOT TUB Location of property: 550 PECONIC BAY BLVI) LAUREL (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 145 Block 2 Lot 5.1 Subdivision Filed Map No. __ Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 23, 2008 purs,,~nt to which Building Pezmit No. 34297-Z dated NOVEMBER 13, 2008 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 ACCESSORY SWIMMING POOL AND HOT TUB AS APPLIED FOR. · ~me certificate is issued to EMANUEL & MARIE CLARKE ARTURI (OWNER) of the aforesaid building. SL~F~)LKCO~DEPAR~E~T OF ~E~J~{APPRO~-~J~ N/A E~-£KIC~ u~K-rIFICATE NO. 129447C 08/10/09 PLIERS u~TIFICATION DA'r~3 N/A Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEP~LRTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-34068 Date: 11/24/09 THIS C~TIFIES that the building POOL HOUSE Location of Property: 550 PECONIC BAY BLVD LAUREL (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 145 Block 2 Lot 5.1 subdivision Filed Map NO. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 23, 2008 pursuant to which Building Permit No. 34297-Z dated NOVEMBER 13, 2008 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 ACCESSORY POOL HOUSE WITH ATTIC STORAGE AS APPLIED FOR. The certificate is issued to EMANUEL & MARIE CLARKE ARTURI (OWNER) of the aforesaid building. SUFFOLK CO~3NTY DEPART~T OF HEALTH APPRO~-AL N/A BL~t-rKICAL CERTIFICAT~ NO. 129447C 08/10/09 pLUMBERS CERTIFICATION DA'r~u3 10/22/09 KEVIN REMPE Rev. 1/81 BUTLER THOMAS PAGE Electrical Inspection Certificate EIMI~I~M~i~ WYoW tlT?~ IX ! I~MMIm X / TO~ '~ ~8 h b TOWNoFsooT 0 ' app '~fion m~t be filled ~ by t~cw~tcr or ~ ~d 8ub~tt~ to ~c Buil~ Dcp~t wtm ~c ~,,~ ~ ~ ~or new buUding or new use: ]' F~ ~cY °f propc~y with acc~tc locafion of ~l ~uil~, pm~y l~cs, s~, ~d ~usual natu~] or to~p~c 2. F~ ~proval from H~I~ D~t. of water supply ~d 8cwc~gc~sposal (S.9 fo~). 3. ~Pm~ of ctcct~c~ ins~llafion from Bo~d of ~ Undc~m 8wo~ s~tcmcnt from pl~bcr cc~i~ng ~t ~c ~ldcr ~ in system co~n8 less th~ ~10 of 1% 5. Co~c~i~ building, in~al b~l~ng, mul~le r~i~cn~' ~d s~l~ buil~gs ~d i~iatious, a ~i~catc 0~Codc Compli~ce f~m ~cbit~t or cn~r ~spo~i~lc for thc b~l~ng. 6. Sub~l Pl~n~ Bo~ Approval of complet~ site pl~ ~u~cnts. B. F~r existing bui~dings (pri~r t~ Apri~ 9~ ~957~ n~n-c~nf~rming uses~ ~r bui~dings and ``pre~ex~sting~ land uses: l. Accurate survey of property showing all property linch, sWeets, 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. Ce~ficate 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 So 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, Conu~ml'~$15.00 / New Construction: v Old or Pre-existing Building: Lo~ation of Property: 5~' 0 7~COA]I C 64~ House No. Street OwnerorOwnersofProperty: E~[,/~? ti ~ ~.~ "r ~_~[ $~] _~ Suffolk County Tax Map No 1000, Section ] ~ .Z~ Block ~.- Subdivision PermitNo, Sq ~. 97 ~' 7DateofPermit. . Health Dept. Approval: V Planning Board Approval: .Request for: Temporary Certificate Fee Submitted: $ Date. (check one) L4o E Hamlet Lot Filed Map. Lot: Unde~fite~ Approval: ~ 0 '~, C Final Certificate: .J~heck on~ This application must be filled in by typewriter or ink and submitted to the Building A. For new building or new use: 1. Final survey °f Prnperty with accurate location of all buildings, prnperty lines, streets, and unusual natural or topographic features. 2. Final Appr°val from Health Dept. of Water supply and sewerage_disposal (S_9 form). 3. Appr°val 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: t. Accurate survey ° f pr°perry 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 I. 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. Temp°rary Certificate of Occupancy - Residential $15.00, Comml.~ ta~l Stal $15.00 7 Old or Pre-existing Building: . (check one) House No. Street New Construction: Location of Property: Owner or Owners o f Property: Suffolk County Tax Map No 1000, Section Subdivision PermitNo. Sq. 7_ q7 '7DateofPe it. Health Dept. Approval: V~ Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ I Hamlet Bilk ~ ~t Lot: Filed Map. _. Applicant: C k~ L~..~ Undelwvriters Approval: ~ ....... 'App~cant Signature Final Certificate: 10/15/2009 13:57 0317278833 BUTLER THONAS PAGE 01~oL · Town liall Ann~ · 543?$ IrWin Road P.O: Bo~ H79 So.hold. New York 11971-0959 T~¢631)76~-1802 . - Fax (~11) 76~-9:!02 BUILDZNG DEPARt. TOWN OF 8OU'I~OL~ CERTIFICATION (PI¢~ print) Plumber: ~ (Please print) ,q Tu l I ce~ti~.that the so lde~ ~ in the watcr supply system conlains less :than 2/10 of ! % Sworn ~o bef~r~ me this dayof ~_~c~-c~h ~, 20 O? NOt~'y Public,, ~~ County KATHLEEN MARE ALAIMO Nr]tarv Public, State of New York · "--- ' r'~o, ,}2.47?7299 Oualif eJ iri S~hoik C~ I ) ~O~ission Expires April au, :u I' Issue Date 8/10/2009 Electrical Inspection Certificate Electricallnspection Service, Inc. Application Number 375 Dunton Avenue 129447C East Patchogue, New York 11772 (631) 286-6642 issued To: Street: Village: Section: Mr. Emanuel Arturi 550 Great Peconic Bay Blvd. Laurel Zip: 11948 145.00 Block: 02.00 Lot: 005.00 Contractor: Elec Tec inc. Town: Southold Lic.# 4814-E Was examined and found to be in compliance with the National Electrical Code. Commercial [I NVDefects IXl Pool ~ lstFIoor [X~ Indoor X! Basement ~ HotTub Residential ~ Det. Garage X' Attic I 2nd Floor ~ Outdoor I Addition ~j Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 35 24 50 6 1 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1 x Meter Amps Phase UG/OH Jacuzzi Television CO Detector Bldg. Permit: Other Equipment ;1~80 ~mp Subpaneii 1-100 ~mP Subpanel/ 11-60 amp Raintight Subpanel/3-20 amp Spec. Outlets/3-Pool Lights/1-20 amp Well Disc. Hugo S. Surdi President Rough~gspection: [nspe r: Inspector: Jo This certificate must not be altered in any manner. Inspectors may be identified by their credentials, 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. 34297 Z Date NOVEMBER 13, 2008 Permission is hereby granted to: EMA/gUEL & MARIE CLARKE ARTURI 550 PECONIC BAY BLVD LAUREL,NY 11948 for : CONSTRUCTION OF AN ACCY ISP FENCED TO CODE, & UNHEATED POOL HOUSE WITH HALF BATH & ATTIC STOP, AGE AS APPLIED FOR; TWO C.O.'S REQUIRED at premises located at County Tax Map No. 473889 Section 145 purs-ant to application dated OCTOBER Building Inspector to expire on MAY 550 PECONIC BAY BLVD LAUREL Block 0002 Lot No. 005.001 23, 2008 and approved by the 13, 2010. Fee $ 834.00 Authorized Signature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION [~INAL /~ ; [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: DATE TO~N OF $OUTNOLD BUILDING DEPT. 765-1802 INSPECTION ~FOUNDATION 1ST [ [ ]FOUNDATION 2ND [ [ ]FRAMING / STRAPPING [ [ ]FIREPLACE & CHIMNEY [ [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [/~/F/OUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT_PENETRATION REMARKS: ,~-~o~--~ ~~J DATE INSPECTOR ///~-;~ ~~ Fr~l,~ INSPECTION REPORT I DATE # PLYING ~S~ATION PER N. Y. STATE ENERGY CODE , : ,V /~ ,, .... ',r', TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined Approved tlfl~3 ,20 O t Disapproved a/c Expiration ....... ~)'113 , 20 /O "3 PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Surve~ Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: Phone: Building Inspector A,PPLICATION FOR BUILDING PERMIT INSTRUCTIONS 75 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. ~. The work covered by this application may not be conunenced before issuance of Building Permit. d. Upon approval of tiffs 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 with/n 12 months a~er the date of issuance or has not been completed within 18 months from such date. If no zoning mnendments ot 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 t0r 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, buildiug"~k~, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspec[i~ ~ ~0 ~ I ;~(Si?n.a~uf~eofapplicantornameg~facorporation) ' -(Mai~ilfg address oltapplicant) State whetheTlicant i~ o.~er, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner ofpremises C ~ ~ _~ IQ, ;/~- [ 4[ f~ ~.~ ~ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location~_~of land on wjaich~t_Otn:(pr°p°' sed workt~c/will be don_e:~_2]~ House Number ~ Str~t -- - / ~ Hamlet County Tax Map NO. 1000 Section } fl ~ Block ~ Subdivision Filed Map No. Lot Lot 4. Estimated Cost ~ 0 /~'--- 5. If dwelling, number of dwelling units If garage, number of cars 6. ?. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy Nature of work (check which applicable): New Building V Addition Repair Removal Demolition Other Work Fee 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 Rear Depth Height Number of Stories Alteration (Description) (To be paid on filing this application) Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories 8. Dimensions of entire new construction: Front ~'7'Rear Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated /& 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ 13. Will lot be re-graded? YES NO U/Wil1 excess fill be removed from premises? YES__ 14. Names of Owner ofpremises A£~ 0 F'-; Address Phone No. NameofArchitect ~['/ 0tt'}~-5"1 ~t/~/ a_)' Address'2~ 6 L,'~t /yin 5lPhoneNo Name of Contractor Address /..V!.,).,_a_:_ 4 PhoneNo. NO 72-7- 15 a. Is this property within 100 feet ora tidal wetland or a freshwater wetland? *YES__ * 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. NO 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. 18. Are there any covenants and restrictions with respect to this property? * YES · IF YES, PROVIDE A COPY. NO STATE OF NEW YORK) <. r'r,. COUNTY~ L,,/I~//l t' ~"~ [- [ ~ ~/' 5- L being duly sworn, deposes and says that (s)he is the applicant (Name of individua[ signin~ contract) above named, tS~He is the /'~ ~ ~1 iJ Notau.Pub[i.~Stat~ofN~t¥0r8 (Co tractor, Agent, Co.orate Of cer, etc.) O0mmissi0n Expir0* April 141'~0 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.~his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therpaSth. "~ Sworn to before me this / r"--, ~ Notary Public S ignatkr~.9'-'~App lic ant/ N NOTE-5, FEI'IA FLOOD INSUR.ANCF t:~ATE MAP ~610~0048~ ~ IDENTIFIES FLOOD ZONE AE AND FLOOD ZONE X A`5 Ai i LGTIN~ THIS PROPEF~'r'T' ALL LAND NORTH OF TNE ELILKNEAD LIE`5 IN ZONE X AI:~EA = TAX LOT 4 = 2:~,124 ~.F. OR O~ AC, RE-~ AREA = TAX LOT 5 = 50,-/'~4 ~.F. OF~ 1.164-/ AC_,,t;~ JOHN C. EHI ERS 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.\\Compaqscrvefiprosk90Sk96--021C.pro \ .e,L,IRVE'r' OF PROPF:RTh" SITUATE: LAUt:~EL TOINN.. UPDAT'~ DEG. 12, 2OOb 50FFOLK GOUNT'f' TAX # I000 - 14..5 - 2 - 4 I000- 14.5- 2- 5 B~)gE FIleT .A1F~E~CAN TITLE INS~C'~ COA,'~AN'Y OF ~ YORK ~RAPHIC, ~C, ALF: CES PERMIT FOR APPROVAL OF CO,~,t,STRU C'I'I ON FOR A SINGLE J: DATE SITE PLAN SCALE: 1" -- 40'-0" Tow n of __ Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FOI;M PROPERTY LOCATION: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF ~ Distri¢~ ~e¢lion Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW Item Number: (NOTE: A Check Mark (~1,) for each Queslion is Required for a Complete Application) Yes i~/o Will this Projecl Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? ~ r'~ (This item will include all run-off created by site clearing and/or construction activities as well as all Site -- Improvements and the permanent creation of impervious surfaces.) Does the Sge Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? ~t' r~ This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFIow! Will this Pro ect Require any Land Filling, Grading or Excavation where there is a change to the Natural ~ ~./ Existing Grade Involving more than 200 Cubic Yards of Matedal within any Parcel? Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five ThousaI~d (5,O00) Square Feet of Ground Surface? ~ -- Is there a Natural Water Course Running through the Site? Is tftis Prelect witl~in the Trustees jurisdiction or within One Hundred (100') fee of a Wetland or Beach? Wilt there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) fee~ of Vedical Rise to One Hundred (1003 of Hoftzontal Dislance? [ ~ [ -- Will Driveways, Parking Areas or other ImpeP.,ious Sudaces be Sloped to Direct Storm-Water [Rtm OFF r'~ into and/or in the direction of a Town right of way? Will this Project Require the Placement of Maledal, Removal of Vegetalion and/or the Constrt~ction of r'~ any Item Wilhin the Town Right-of-Way or Road Shoulder Area? -- (This item ',viii NOT include the Installation of Driveway Aprons,) Will this Pfo oct Require Site PreparalJon within the One Hundred tO0 Year Floodplain of any Wa ercourse NOTE: IfAn~,,AnswertoQuestionsOnethroughNineisAnsweredwithaCheckMarkintheBox, aStorm-Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit! EXEMPTION~ Ye~s N~ Does this projecl meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Required! __ ~ STATE OF NEXAr YORK, - ' ~ ~ ~ N ONNIE Dm BUNCH T Owner and/or rcprcsen~U~rc m~e ~M 61e Lhis appliczdom d~a ~I statements combined m this application arc mm to d~c best oFhis ~owledgc m~d belief; aEd d~[ Uze work will be performed Sworn to before mc No~ry Public: ....... ~.~. ...................... ~.< .... FORM - 06/07 REScheck Software Version 4.3.0 Compliance Certificate Enengy Code: Location: ConstrucUon Type: Heating Type: Non-Electric Glazing Area Percentage: 10% Heating Degree Days: 5750 Construction Site: 550 PECONIC BAY BLVD LAUREL, NY 2007 New York Energy Conservation Construction Code Suffolk County, New York Detached 1 or 2 Family Owner/Agent: EMMANUEL & MARIE ARTURI 15 BRIDLE PATH REMSENBURG, NY (631) 830-3033 Designer/Contractor: CHARLES THOMAS, R.A. 206 LINCOLN STREET RIVERHEAD, NY 11901 (631) 727-7993 Compliance: Maximum UA: 289 Your UA: 256 650 15.0 0.0 40 535 38.0 0.0 16 892 15.0 0.0 69 297 15.0 0.0 23 650 5.0 5.0 40 132 0.360 48 650 15.0 15.0 20 Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Flat Ceiling or Scissor Truss Wall 1: Wood Frame. 16" C.C. Wall 2: Wood Frame, 16" c.c. Basement Wall 1: Solid Concrete or Masonry Wall height: 7.0' Depth below grade: 4.0' Insulation depth: 7.0' Window 1: Wood Frame:Double Pane with Low-E Floor 1: All-Wood Joist/Truss:Over Unconditioned Space Furnace 1: Forced Hot Air 78 AFUE The proposed building represented in this documer~ is consistent with the building plans, specifications, and other calculations submiffed with this permit application. The proposed systems have been designed to meet the 2007 New York 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. Name Title ,'" S gna,~ Date/ / / BLDG. TOWN OFSOUTHOLD Projec[ Title: Report date: 11/19/09 Data filename: C:\Documents and Settings\Administrator\Desktop\RES CHECK COM CHECK~ORIGINAL.RCK. FILE~ARTURI POOL HOUSE.rck Page 1 of 4 r~~REScheck Software Version 4.3.0 Inspection Checklist Ceilings: Ceiling 1: Flat Ceiling or Scissor Truss, R-15.0 cavity insulation Comments: [] Ceiling 2: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: Above-Grade Walls: Walt 1: Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: [] Wall 2: Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: Basement Walls: Basement Wall 1: Solid Concrete or Masonry, 7,0' ht / 4.0' bg / 7.0' insul, R-5.0 cavity + R-5.0 continuous insulation Comments: Exterior insulation has a dgid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade, Windows: [] Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.360 For windows without labeled U-factors, describe features: ¢~Panes Frame Type Thermal Break? Yes No Comments: Floors: [] Floor 1: All-Wood JoistJTruss:Over Unconditioned Space, R-15.0 cavity + R-15.0 continuous insulation Comments: Heating and Cooling Equipment: [] Furnace 1: Forced Hot Air: 78 AFUE or higher Make and Model NumbeE Air Leakage: ~1 Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. [] Recessed lights are 1 ) Type lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustibte materials. If non-lC rated flxlures are installed with a 3" clearance from insulation. Vapor Retarder: Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification and Installation: [] Materials and equipment are installed in accordance with the manufacturer's installation inatnJctions. [] insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. [] Matedaifi and equipment are identified so that compliance can be determined. [] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. [] Insulation R~values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: [] Supply ducts in unconditioned attics or outside the building are insulated to at least Project Title: Report date: 11/19~09 Data filename: C:\Documents and Settings~Administrator~Desktop\RES CHECK COM CHECK~ORIGINAL.RCK. FILE~ARTURI POOL HOUSE.rck Page 2 of 4 Return ducts in unconditioned attics or outside the building are insulated to at least R-4. Supply ducts in unconditioned spaces are insulated to at least R-8. Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [] All joints, seams, and c~nnections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [] The HVAC system provides a means for balancing air and water systems. Temperature Controls: [] Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone, Electric Systems: [] Separate electdc meters exist for each dwelling unit. Fireplaces: [] Fireplaces are installed with tight fitting non-combustible fireplace doors. [] Fireplaces have 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 dsers 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, Circulating Hot Water Systems: r~ Circulating hot water pipes are insulated to the levels in Table 1. Heating and Cooling Piping Insulation: F~ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Swimming Pools: [] All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable soumes. Pool pumps have a time clock. Project Title: Report date: 11/19/09 Data filename: C:\Documents and Settings~AdministratoADesktop\RES CHECK COM CHECK~ORIGINAL.RCK. FILE~ARTURI POOL HOUSE.rck Page 3 of 4 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" Temperature (°F) 170-180 0,5 1 140-169 0.5 0,5 1.0 1,5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes InsulaEon Thickness in Inches by Pipe Sizes Fluid Temp. Piping System Types Range(OF) 2" Runouts 1" and Less 1.25" to 2.0" 2,5" to 4" Heating Systems Low pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1,0 Bdne Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Project Title: Report date: 11/19/09 Data filename: C:\Documents and Settings~Administrator\Desktop\RES CHECK COM CHECK~ORIGINAL.RCK. FILE~ARTURI POOL HOUSE.rck Page 4 of 4 '--hq ~q q 5,URVE'r' OF PROPERT"r' TOP'IN: 5OUTHOLD 5UF:t=OLK COUNTY, N'r' 5UR. METED APRIL 1.7, 2008, FOUNDATION LOC.. DF:C.. 12, 2OO~, UTILITY POLE LOC. FEB. 6, 2OOq UNDER. CX:~N~T. FI=I~, 26, 2OOq FINAL SEPT. II, 2OO<:1 .SUFFOLK COUNTY TAX # IOOO - 145 - 2 - 5.1 EAJFFOLK ~::::~UNTY DEPT. OF HEALTH REF. # RIO - O~, - 004'7 CO]t,~PA.N¥ OF ~ ¥OP-,~ "M_AP OF ~,O~RTY OF EAYATONE P. EALTY CORPOt~,T[ON, 7.,,A[.~-,~, L&,N.Y., PARI~ MADE AND ~'URVEYED By DANIEL R. YOUNG, P.E. AND L.S., MAY 1927" I~ ~ IN THE OI~ICE OF ~ ~ OF SUI:iI~LK ~O~ ON ,~Jl~l'llli~IB~R 17,1928 AS FILE ~12 FEHA FLOOD I~N~-.E P.~TE NIAP NUI"f~ER ~10~-..O4~ E~ IDENTIFIES FLOOD ZONE AE ~, AND FLOOD ZONE X AS AF'{--IcC, TIN~ THIS PI~OPER'I"r' ALL LAND NORTH OF THE BULKHEAD LIE'~ IN ZONE X AREA = JOHN EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.\\Compaqserver\pros\90S\96-021C.pro ~RAPHIC, ~C, ALF 4¸- ~4" SC&i? ¢01TOM SECT~O~ A WAI'¢R LIN~ ~ ROLLBP PO,~ PBIW~BN LIi~E ,4N[J CONC~I~ ~00 P~l P(21,~p CONC~I~ VIN% LINER WALL SECT~OI~ ~XOTES ~e,~.. ,. PROPOSED ~Charles M. Thomas FS ARTURI RESIDENCE ~ a r c h i t e c t P~ BOX 877 JAMESPO"T, NY 11"47 H~ll I~1.1111 SITE PLAN PECONIC BAY BLVD, LAUREL, NEW YORK "~ --~, ~- ~--" ....'"- ,-- , ,,. ,, ~,:., . ~ ~~'~~ ,,, Charles Thomas ~ ARTURI RESIDENCE ~ a r c h i t e c t __ ,~ ,o ,0, ,,, ~.,,,o,~, ,, .,,, ~.u-,--,, .~FEB 4 2009 I 3046 3046 24.310 MATCH EXIST, 3046 304§ T,O, WINDO~WS 8'--6'' PLA~TE HEIGHT T,O, WINDOWS FRIEZE BOARDS, SIDING, RAKE BOARDS · SHUT]ERS T,O. FIRST FLOOR ~RIGHT 1,$o,!DE ELEVATION ~ F R ?4N:,To,' ELEVA TI ON SCALE: 1/47' = - SCALE: 1 "= - C£DAE PERFECT]ON SHIN~ES. EXISTING · RAFTER TAIL DETAILS 3052 3052 MATCH EXIS'~, ROOF SWEEPS T.O, SECOND FLOOR -- T,O. WIN~©WS ..... ~N,G EIR~ EOOR oeD~ ,ER~EC~O. SN,N~S UNLAWFOL OF OCCUPANCY ~LEFT SIDE ELEVATION ~ R E /A~R~,o,,E L E VA T 0 N , SCALE: 1/4" = 1'-0" SCALE: 1 ' = -- I~J'~J~E~HIfJ:~iCEJ:JT~FJ~Ti.::' pLUMBiNG ALL pLUMBtNG WASTE & WA~ER LINES NEED TESTING BEFORE COVERING DESIGN CRITERI GROUND SEISMIC SUBJECT TO DAMAGE'FROM WINTER ICE SNOW DESIGN DESIGN SHIELD LOAD CATEGORY TEMP. UNDERLAYMENT WEA~ERIND DECAY REQUIRED 45 PSF B ~AZARDS LOAD LOAD PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT 1% LEAD. WALL SHEATHING USE/ HEIGHT SUC~ON LOAD OCCUPANCY CLASSIFICATION EDGE ZONE = 35,6 PSF R-1 30'-0" INIERIOR ZONE - 28,9 PSF ME,ET THE REQb, I CODES OF NEW] YL,,, .., o iA1E. ['~O,NO''r PROCEED wITH I UNTIL SURVEY ATION LOCATION HAS. BEEN APPROVED. RETAIN STORM WATER RUNOF[ FIRE0 AREA CONSTRUCTION THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHI~CT AND ~EIR USE AND PUBLICAllON SHALl BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH TREY WERE PREPARED, REUSE, REPRODUCIION OR PUBLICA~ON BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION PROM ~E ARCHITECT, TITLE TO THESE PLANS SHAh REMAIN WITH THE ARCHITECTVISUAL CONTACT WI~ THEM SHALL CONSTITUTE PRIMA FACE EVIDENCE OF ACCEPTANCE OF TRESE RESTRIClIONS LU C.)l ° SHEET NO. 1 I I I ,q;-_-~ 1.-~-~¢ / / , , .1 o . ,- / i I T - ~ / ' ' I-4,-o. KHEE W^" I 3PEN TOIBELOW ~--/ ~ ....... ;~ UNE OF 8 MICROLAM GIRDER -- ~ -- UP . I~ I ~./ 12 M.L RIDGE BEN~ ~ ,~l ~- b I ~-- ............ '" I ~ ~ I POOL ~ ~1 HOUSE o i I I ' ' , T' I \ ""HE OF B' CLG. ~ ~ ~ ~! [-- '0 BATH ~ W I I ~ I ° ~ I ~ I ~ x,X /~ 1.,,,' TM, ,,o,s~ * ~B" OC. %1 , I~ ~ "1 I I J 2~:~o I ' o "× o' I ? ~ ? ~ :3:: '''''''''°c'' t - ___________________.~°'"6 '°'~ _ -L ...... J ,,,'-2~" s'-B,~" 0 °'"' SECOND FLOOR PLAN FIRST FLOOR PLAN , o:~) SCALE: 1/4'" = 1'-0' SCALE: i/z¢' = 1'-0' NUMBER OF STEPS TO BE DETERMINED ON SITE I STORAGE POOL HOUSE BATH X 12" RIDGE BEAM NUMBER OF STEPS ~ LENG~ OF WALL TO BE DETERMINED ON sere TYPICAL ROOF CONSTRUCTION /r~ -- ~ ~5 '' . CED SNIN ERt FING ~~~ MATCH A~ EXIS~NG EXTERIOR DETAILS, o o O~R lSt ROOF ~LT ON 1/2 CDX PL~D SHEA?NG, IR: ~NDOW · DOOR SURROUNDS ~ioA,>--- ~~ ~ ~ w/R-30 BA~. INSUI~ON ~ ~ SHU~ERS W ~ TYPICAL FLOOR CONSTRUCTION Il I ~-1 ~/~"~ 11 7/8" ---- ' I I TYPICAL WALL CONSTRUCTION r.o, ~S__ I I F u I I II I PL~D SH~I,G O. 2~4' ~, S~DS O ~" O'C' %~ ltl HI H [ 4" POURED CONCRE~ SLAB mm I I ~ O~R 6 MIL POL~THLENE I ~. I E ~ I C0~CT~ POROUS FILL~ -- ~ _ I ~ TYPICAL FLOOR CONSTRUCTION I I ~ I ~ ~ %0, FIRST FLOOR I m o x~ I J I ~ ~~ I I I I ~-- TERMITE SHJELD ~ I10" P.C. FOUNDA"ON WA~ F -- -- -- F- ~ ~ 1/2" DIA, ANCHOR BOLTS 10" P.C, FOUNDA.ON WALL m m w/(~) ~ BARS TOP A BOTTOM m ~ ~52"-0" O.C, o" ~ 3070 W/(2) ~ BARS TOP · BOTTOM m ON 10"x20" P.D. IFOO~NG m m I I 10" P,C, FOUNDA~ON WAL o W/(2) ~5 BARS CON~NUOUSI I I I ~ ~ W/~2) ~5 BARS TOP ~ BO~OU 4" RE)NFO~ED CONC, ~AB LIOUmD MEUB~A~E WATERPEOOFmNO COVEm ~ J ~ ~ ON lO'x20" P,C, FOOTmNG ' _o~ ~ U~L, POLYETHLENE OVER FOOTING {TYP) ~ ~ ~ ~ 20'-0" 7'-0" ON 8"X16" P.C. FOOTING 27'-0" ~ CROSS SECTION SHEET THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSmUMENfS OF SERVICE, ARE THE EXCLUSIVE PROPER~ OF THE ARCHITECT AND THEIR USE AND PUBLICA~ON SHALL BE RESm]C~D TO THE ORIGINAL St~ FOR ~ICH mgY W~E PREPARED. REUSE, REPRODUC~ON OR PUBLICA~ON BY ANY METHOD, IN ~0~ OR IN TART, TS PROHIBITED EXCEPT BY ~IT~N PERMISSION FROM me ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH ~E ARCHITECT, VISUAL CONTACT ruTH THEM SHALL CONSTITUTE PRtMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICnONS. TOP PLATE BOTTOM PLATE TOP PLATE BAND JOIST OR BLOCKING SILL PLATE RAFTERS AND CEILING JOISTS OR APPROVED ROOF TRUSS SECOND STORY FLOOR JOIST- SEE DRILLING AND NOTCHING PROVISIONS WFCM SECTION 5,5,1,1,1 I JOIST IS PERMITTED TO BE CUT OR NOTCHED BETWEEN THESE LIMITS 1/3 SPANI ~ JOIST OR BLOCKING FOR BLOCKING BRIDGING SEE WFCM SECTION IEARING TOP PLATE- DRILLING AND NOTCHING PROVISIONS WALL STUD- .lNG AND NOTCHING PROVISIONS WFCM SECTION 3.4.1.1.1 JOIST ENDS TO BE BLOCKED AGAINST IN ACCORDANCE WITH WFCM 3,3.1.3-END RESTRAINT AND 5,3.1.4 BRIDGING PLATE JOIST 5 IN. MIN. IN,x4 IN, RIBBON 4TO STUD - FOR FIRE BLOCKING JOIST CRAWL SPACE OR BASEMENT FOUNDATION R MONOLITHIC SLAB-ON-GRADE FOUNDATION PLATFORM FRAMING INTERMEDIATE BEARING WALL BALLOON FRAMING TYPICAL WALL, FLOOR & ROOF FRAMINg WIND-BORNE DEBRIS PROIECllON FASTENING SCHEDULE FOR WOOD S1RUCTURAL PANELS FASTENER SPACING FASTENER 2 FEET 4- FEET 6 FEET TYPE PANEL SPAN ~ PANEL SPAN ~< PANEL SPAi~ ~: PANEL SPAN < 2 FEET < 4 FEET ~: 6 FEET ~ 8 FEET 2 1/2" ~6 16" 9" WOOD SCREWS 16" 12" 2 1/2" ~8 16" 12" WOOD SCREWS 16" 16" a. THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A ,33 FOOT MEAN ROOF HEIGHT, b, FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. c. NAILS SHALL BE 1Od COMMON OR 12d BOX NAILS. d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO THEY SHALL BE ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVNG A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11,1 m) ~ERIOR WALL S1RAPPING & ANCHORING SCHEDULE AREA HOLDDOWN USED / LENGIM NUMBER DF CAPACITY OF HOLDDC YA~)fES NAILS NOTES: ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN ]TIE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION, SSTG 10-99) TABLE .305 F1 FOB RAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND TABLE 3.2 FDR FOUNDATION CONNECTIONS. NAILING OVER S?RUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN, NAIL PENETRATION INTO FRAMING IS ACHIEVED. INSTALL THROUGH FIRST FLOOR SHOE. -ROOF RAFTER 20 GA. STRAP-I~" W/(8) 8d NAILS EACH SIDE WIDE MIN. Simpson Strong-Tie A55- Chimney Framing ROOF RAFTER / RIDGE DETAIL SCALE: N,T.S. CORNER AND PARTITION POSTS NOTE: A THIRD STUD AND/OR PARTITION INTERSECTING BACKING STUDS SHALL BE PERMITTED TO BE OMITTED THROUGH THE USE OF WOOD BACKUP CLEATS OR METAL DRYWALL CLIPS THAT WILL SERVE AS ADEQUATE BACKING FOR THE FACING MATERIAL, FRAMING DETAILS 16d NAIL AT 24" O.C, GYPSM BOARD INSTALLED IN ACCORDANCE WiTH WFCM TABLE 5,1 NAIL AT 6" O.C, LL PANEL EDGES/ (o) OUTSr~ ~Ad NAIL AT 6" O.C, LL PANEL EDGES) CORNER DETAIL ACCORDANCE WiTH .WOOD STRUCTURAL PANEL IN ACCORDANCE -WITH WFCM TABLE 5.1 8d NAIL AT 12" O.C, ON ALL FRAMING MEMBERS NOT AT PANEL EDGES BOARD INSTALLED IN WFCM TABLE 5,1 16d NAIL AT 24" (bi INSIDE CORNER DETAIL EXTERIOR STRUCTURAL PANEL INSTALLED IN ACCORDANCE WITH WFCM TABLE 5.1 --Rd NAIL AT 6" O,C, ON ALL FRAMING MEMBERS AT PANEL EDGES AND 12 O.C. ON ALL FRAMING MEMBERS NOT AT PANEL EDGES CORNER FRAMING TOP PLATES -- BORED HOLE MAX DIAMETER 60% OF STUD DEPTH 5/8" MiN. TO EDGE NOTCH MUST NOT EXCEED 40% OF STUD DEPTH BORED HOLES SHALL NOT BE LOCATED IN THE SAME -- CROSS SECTION OF CUT OR WFCM 1995 SBC HIGH WIND SECTION 5.4.5.1.1 BLOCKING SECTION A-A ENDWALL BUT NEED I EXC --D 15 FT. FOUNDATION Simpson Strong-Tie PHD ~CORNER BRACING DETAIL SCALE: N,T.S, TOP PLATES -- 5/8" MIN. TO EDGE BORED HOLE MAX DIAMETER 40% OF STUD DEPTH 5/8" MIN. TO EDGE NOTCH MUST NOT EXCEED 25% OF S~JD DEPTH -- NOTCHING FOR EDITION AND BORED HOLE LIMITATIONS INTERIOR NONBEARING WALLS BORED HOLES SHALL NOT BE LOCATED IN THE SAME CROSS SECTION OF CUT OR WFCM 1995 SECTION NOTCHING AND FOR EXTERIOR 5/8" MIN. TO EDGE IF HOLE IS BETWEEN 40% AND 60~ OF STUD DEPT~ THEN STUD MUST BE DOUBLE AND NO MORE THAN TWO SUCCESSIVE STUDS ARE DOUBLED AND SO BORED BLOCKING FLOOR ~OOF ~AMING TOP PLATE PLE$TUD~ ~ :~ T1 PIG ~FAF/F~ ' ~[ NNI A R =QUI HEADER STUDS FULL LE ~ WAI S I~'-N UPi / CO ~EC RI IU'R SEE STUD TO RAFTER OR STUD TO STUD DETAIL NOTE: UPLIFT CONNECTION IS REQUIRED AT EACH END OF HEADER AND AT BOTTOM OF HEADER STUDS IN ADDITION TO CONNECTORS AT WALL STUDS AND AT TOP AND BOTTOM OF CRIPPLES SBC HIGH WIND EDITION 3.4.1.1.1 FIGURE 3.2B BORED HOLE LIMITATIONS WALLS AND BEARING WALLS 5d COOLER NAILS AT 10" O,C 2'x4" BLOCK NAILED TO EACH BRACE WiTH 4-10d NAILS GYPSUM BOARD 5d COOLER NAILS AT 7" O,C. FLOOR TO FLOOR CONNECTION 2x4 CONTINUOUS BRACE AT 6' O.C. -- 2-1Od NAILS TYPICAL FRAMING AND UPLIFT 20GAUGE STRAP CONNECTIONS FOR OPENINGS 10-BdNAILS BRACING AT END BAYS ENDWALLSTUDS-- (WFCM FIGURE 3.6b) ~d NAILAT4" O.C, CEILING BRACING GABLE ENDWALL ,2"MAX. I (WFCM FIGURE 3.60) ~/~i,CE OF FOOTING IAOx~.,,.'"'"'~ " EXCEED 40 FT, MA~ CLEARANCE FROM SLOPES (P~5) ,SED ON SHEAR WALL REQUIREMENTS NO CEILING DIAPHRAGM REQUIRED GABLE ~? TFE~U~ ~kLTAmoRN ?T N N E C TI ON OCKING ON JOINT 0 RU U AL P NE ~)~/'~tB~PAC~ ANC~ (~N W,~L ~LOW BASED ON SHEARWALL REQUIREMENTS ENDWALL, BALLOON FRAMING PREFERRED METHOD 8d NAIL AT 12" O,C. ON ALL FRAMING MEMBERS NOT AT PANEL EDGES GYPSUM -- ~ lB,d, NAIL AT SIDESIDE WALLWALL ,, \ --Bd NAIL AT 6 ~ O,C. (ALL PANEL ~ EDGES) '-WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE WITH NAILING SCHEDULE (TABLE ~.1, WCFM HiGH WiND EDITION) A OUT E C R Al YPSU~ BOARD 8,d, NAIL AT PHB5 6 O.C, (ALL PANEL EDGES) WOOD STRUCTU PANEL INSTALLED ACCORDANCE NAILING SCHEBU (TABLE ,3,1, WCFM WIND 8d NAIL AT §" O,C. 0~__ ALL FRAMING MEMBERS AT PANEL EDGES ANg 12" O.C, ON FRAMING MEMBERS NOT AT PANEL EDGES NAIL AT 24" O.C. B INSJD CORN DETAI EXTERIOR CORNER FRAMING __ -TOP PLA~ HOLD DOWN BRACKETS AT SHEAR WALL CORNERS, WINDOW AND DOOR OPENINGS: (FLOOR TO FLOOR &: FLOOR TO FOUNDATION; WFOM FIGURE 3.7a ak 4.7b~. OR CEILINC JOIST GAE~LE END TRUSS RIDGE TENSION STRAP USE 8-8d COMMON NAII. S .~IN-EACH END OF 1-1/4 .~ 20 GAUGE STRAP RIDGE BEAM / R_IDOE TENSION STRAP DETAIL T A--~-~-L E ~0~ MINIMU~~DS (PSi) -- 7: EXTERIOR BALCONIES 60 DECKS 40 PASSENGER VEHICLE GARAGES 50 ATTIC WITHOUT STORAGE 10 ATTICS WITH STORAGE 20 "1 ' ROOMS OTHER THAN SLEEPING ROOMS 40 SLEEPING ROOMS STAIRS OUARDRAILS AND HANDRAILS 30 4O 200 SHEET NO~ D-1 on any other prolect except by wr tten authorlzobon of the Architect, SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT The design of this structure is based upon prescriptive opprocoh using the C E N E R A L N 0 T E SI NAILING SCHEDULE CONNEC~ONS RESIS~NG LA'HAL · SHEAR LOADS wade Frame ConstrucDon ~onua~ [~CU) ~001 SaC published b~ The American JOINT DE.RIP,ON NUMBER ~ NAILS NAIL ~ACING For the Climatic end Geographical Design Criteria, see Table R301.2(1) on practice, SILL ~ ,0 F~NDA~ eh.et no, l ~. American Institute of Architects Conditions shall apply CEIUNG JOIST TO TOP P~ ( TOE-NAILED~ ~Sd P~ JOIST De.lan Crlterla-SecDon R301.2,1.1, (S.. Table R501.2A.2, for Wind-Born Debris dl.creponcies mas, be brought to ~h. arrant,on of the ArchHec, CBUNG JOIST OV~ P~TI~ONS (FACE-NAILED~ 9-15d ~CH ~ No~ M~X 12' ~0~ ~ ~EM~ ~P ~CH SPUC[, FRO~ a~e P~ aY s~P~ ,BEt BETheL. Li~ Lo.d-Section R301,4 except for hidden ~b conditions. CO~R ~[ TO RAFTS (FACE-NAILED~ 6-8d PER ~E (TABLE 5.B WFC~ HIGH WI~D EDiTIOn) Minimum Roam Area-Section E304 equipment incorporated In the work will be new, and BLOCKING TO RAFTER (TOE-NAI~D~ 2-8d EACH END ROOF SHEATHING A~ACHMENT REOUIREMENTS FOR WIND LOADS coifing Helght-Sectlo~ LSD5 will be of ~ood quality, free from faults and defects for ~ period TOP P~E TO TOP P~TE (FACE-NAILED) 2-16d (SEE NO~ 1) PER FOOT ~' P~IM~R E s (SEE NOTES ~ Landing-Section R512 ArchNect shall not be responsible for the acts or omission by TOP P~ AT IN~RSECTION (FACE-NAILED) 4-16d JOINTS - ~CH SlOE ED~ ZONE IS F 8 fSEE NOTE 5~ Stairwo~Section R514 end/or the building as designed without the expressed written STUD TO S~D (FACE-NAILED) 2-16d 2~' O,C, IN~RIOR ~NE I~ E 6 Handrail-Section R515 consent of the Architect. Foam plastic-Section R318 Compensation, etc.) and general Ilebillty In an mount not coverage not less than S 2 million, The Architect shell be Protection Against Deco -SecDon R52~ 6, Provide 0,025 aluminum termite shield over fibrous Section R324 7. All wood in contact with concrete or masonry to be Wolmanlzed Flood Resstont Construction Section R327 ~::~;~e~hJ~J:r~es~mp,lvo load bearing ~lue. of sandy gravel and or gro~l as per New York State Code. ~[r3~o~°~ Contractor [o con,ult Arcltec, If different soft materials ore designed olr-~empero~ur, of O de,re. F, and 15 MPH wind FoundaNon Notes; 12, Plumbing In~tallotlon to comply with State and Local oozes 5/8 Ancot Bolts (SS~-28) See chart on this sheet for spacing ~ n~ .~ scale ~ ........ H~ ~ .... ~ ~.~l~ 2--1 3/~"xl1 7/8" Microlam GIFder (or 3 1/2"x11 7/8" Power Beam) 15. ~e insulaBon protection os lsd coted on theee plans exceeds 4" poured concrete flor slab with 6x6x~lO mesh and ~por barrier the Carla's minimum standards, CONCRETE TO HAVE 5 TO 7~ AIR-EN~AINMENT . which they made is executed or not, ~ey may not be used ~ 17, Architect has not been re~alned for site supervision, on-s e Foundation wall to extend a minimum 8" above finished grade inspection and cerDBcatlons as required or requested by the Owner, contractor or local building department All footing to be carried down [o undisturbed soil , No footing ~all be set higher than o 30 degree angle from any o~her footing Pour no concrete on frozen ground or In freezing water, Backfill shod not be placed against the wall until the wall has sufficient UPLI~ - CON~NUOUS PATH CONNECTORS 5- 8D TO S~D braced to prevent damage by the backfill (Section R404,1,7,) USE SIMPSON STRONG-~E CONNECTORS FIREBOARD PAN~S . . / 4- 8D TO PLATE , Floors - ~CM PrescrlptN~ Method. FOLLOW PRODUCT SELEC~ON GUIDE AND 7/16" 6d 3 EO~ / 6 R~ · ~ / (E~EY STUD) ~ SIMPSON Droftstopplng - Section RSO2A2 CONS~UCTION CATALOG C-H~2 25'52" 8d 3' EDGE / 6' FI~D I~ / ~ ~ ~" ANCHOR BOLT (14") FirebloCkmg Sechon GIPSUM WALLBOARD 5d COOLERS 1 ED~ / 10 FI~D / . ~ / 7" MINIMUM EMBEDMENT Floo~ Cons~ructIom SSTB2B ~ BEARING PLA~, SEE FOUNDA~ON ' -- ~ Simpson Strong-Tin · an (S T B~ 39) ~1 / ~ (SEE ANCHOR SCHEDULE, 3/4 pl~ood subfloor, fasten per Table 3.1 ELM, NO~S FOR SPA,LING / U210 ~vc ~ ~ ON DWGS A-5,1 AND A-3.2) Fasten per Table 5,1 ~CM, ' SI~ P~TE TO RIM JOIST USE: 2-2x6 ACC sill wi~h termite shield and sill seal. LTP~ 16" O.C. AT EX~RIOR PERIME~R P~CLmOARO PANEL (SEE TABLE 3.9) ~ ; I , / II I DIA~ONAL BOARD SHEA~N6 ~ ~ ~. ~ ~ ~ ~ { .~ ~ SlUPSON Finish floors per agreement. AND ~ARAG¢/HOUSE COMMON WALL Walt construction - WFOM Pres~riptmve Method. ~ . . . ............. '~, ~.."..' ~ ;~ ~ ~ [~(~ (?) SDS ~ X 5 WOOD SCREWS Wollfromlng and finishing shall be n~iled and or screwed In accordance withGARAGE =LL US =NOTE lx6 fascia wrap USE (4)-8d NAILS AT EACH'END TTACH LE FLOOR SHEA~ING ~,~ ~.' ,'~'~ .~.~' ~ ,~' ,~ ~~ (SEE FOUBDATION PLANS A-3.1 AND Ovemangs as no,ed. , A DGE~ TO F~AMING ~, ,*~ e · /. , y~'l ~~.~ (MINIMUM DOUBLE S~D) Alluminum guttem a~d leaders, Siding: see Ele~Dona, ~1~ J~JS~?~D CONNECTION USE: '" "' 2-8d PER SUPPORT // ~4~,~ ~,.%~ 1/2 MR GWB In wet oreo: RAFTER TO S~D CONNEC~O~ Hq., Simpson Strong-Tie 1 X6 ,OR 1 X8 _ .1 w~3/( MINIMU~ ~' .~ .'~'~ ~.,,~[~u -~ %~-SEE, PLAN At least one window In each sleeping room shall comply with the exit reqlrements M~ 56, EACH ROOF RAFTER ..... U2~O 2X6 1. NAIL REQUIEEM/NTSAREA BASED ON WALL SHEATING NAILED 6" ON-CEN~R AT ~E PANEL EDGE . IF WALL SHEATING IS ~ -~ ~ Note drilling and notching limitations In figure R602.6(1) for hearing walls and RAFTER TO RIDGE TO SAFER CONNEC~ON USE'. AT EACH CELNG JOIST ~ Follow exterior Corner framing detail figure R602.10.5 -~' 4-10d x NAILED 5" ON-CEN~R AT THE PANEL EDGE ....... DECK POST TO ~.?NCRE~ CONNEO~ON USE; TO OBTAIN HIGHER SHEAR CAPACITIES. NAILING REQUIREMENTS FOR STRUC~RAL MEMBERS SHALL BE DOUBLED. g~ . ~/~// /(~ kC)Il N I) ~/I()IXI (.(] JXI IX k~./I ~ JrxI ALTERNATE CONNECTORS SUCH AS SHEAR PLA~S. · ................................ ~ ~ . Roof assemblies - ~CM PrescrlpUve aethod PBS44A FOR EACH POST SHALL BE USED TO MAINTAIN THE LOAD PATH. ~ ~ Asphal~ strip shingles shall ha~ minimum of six (6) fstenem per shingle (secMon DECK POST TO GIRDER C . 2 ~EN WALL SHEA~NG CONTINUOUS OVER CONNECTED MEMBERS. THE TABULATED NUMBER OF NAILS SHALL BE PERMI~D ~. ~ ~ R905.6) ONNECTI~ USE. TO BE REDUCED TO 1-6d NAIL PER FOOT. SIMSON STRONG - TIE . ~ ~ Underla~en~ application (Section R905.2.7.) ~~.-m percent ,,o~e~ . , M~12 ,~,OH JOIST UONNEC~ON USE, ~ ~ S,mpson Strong-Tie ~ ~ ~ USE 4-8D NAILS ~ EACH STUD,% ~', ~/ Up tO four L4) units v~rtl~ol fw~lv~ ~12) units horizonlal (33 -percent slo~ ). WRAP UNDER SILL PLATE ~H b* two ~2) I~ appll~ In the following manner. Apply A 19-Inch (~3)strlp PS720 (ALIGN ~ JOIST BELOW) ~. AT EACH DECK/PORCH JOIST ~n~?~a~ent fen la.rs with and .tarring at th~ *ave~ , fasten*d sufficiently to PORCH POST TO ~IRDER USE. PS720 successive sheets Ig inches (485mm), and fsten~ sufficiently to hold in place, Undermo~entInHigh wind (SecUon Rg05.2.7.2)S"" ............ Energy Efficiency - Chapter 11, see attached report DOUBLE 2X MJN, · ~ · ~ . ~ NC-TIE Mechanical - Chapter 12 FOR HEADER OE ~ Genero~ Mechonica~ System - Chapter 13 BEAM ~ / '~ : 2 .... ; AT EACH ROOF RAFTER Combustion Air - ghopt~r 17 AC4 / ~ ~ ~ ~ ~ [ ~ . 8~,16D NAILS AT EACH Chimne~ and Vents - Chapter 18 AT EAgH POST ~ ~ : // STUD TO ROOF RAFTERSimp,onStron,-Tb_,. CS20 1~ COILED ~ ~ THREADED ROD SIMPSON STRONG - TIE :x RT2,5~' I 1 1/4" COIL STRAP - ............ RIM dOIST TO STUD CONNECTION -- 16 O.C. USE 4-8D , ~ ~ ~ DISTANCE* ~ ~ AB *NOTE SEE MANUFACTURERS ~ ~ ~NSTALLATION CANTILEVER CONDITION PORCH COLUMN CONNECTION% HEADER TO HEADER (FACE-NAILED) 16d 16" O.C. ALONO EDGES r 1~ (SFE Na3TS 2) E · ['SEE NOTE 4) TOP OR BOITOM PLATE TO SI~JD (END-NAILED) 2-16d PER 2Xl~· S~JD GABLE ENDWALL RAKE AND RAKE ~UED F 4. (SEE NOTE 4~ 3-16d PER 2X6 STUD E= NNL ~AClNG AT PANEL EDgE (IR) F- NML ~PAClNG AT INI[RMEDIAT~ SUPPOR1~ IN THE PANEL Fl~l.g (IN) 4-16d PER 2XB STUD I, FOR ROI3~ SHEATHING ~,ITHIN 4 FEeT OF I~IE PERIMETER EDGE OF THE ROCF, INCLUDINO 4 FEET ON EACH ~DE OF THE ROOF PEAK, THE ~. F~ET PERIMETER LODE ZONE A3TACHMENT REgUIRE~ENTS SMALL BE USED, BOTTOM PLATE TO FLOOR JO:ST, BANDJOIST, ENDJOIST OR BLOKING ~. TAB~JLAFED 12" O.C. NAIL SPACING ASSUMES SHEATHIN~ ATTACHED TO RAFT~R/'11~USS FRAMING MEMBERS With G>O,'tS, FOR FRAMING MEMBERS ~TH O.+2<G<O,4R THE MAIUNG SPACINGS SHALL BE REDUCED ( FACE-NAILED) 2-16d (SEE NO'It 1,2', PER FOOT ED R INCHED O, C, 3, TABULA1~D 6' 0,0, NAIL RPAOING ASSUMES SHF.~3HING ATTAOHED TO RAF3ER/mUBE FRANIMO FLOOR FRAMING MEMBERS WiTH G>0,49, FOR FRAMINO MENSEDR ~TH O.N2<O<O,4R THE NNUNO SPADINGS SHALL BE DEDUCED TO 4 INCHED O. C, 4, TAEIULATEO ~-" G.O, NAiL SSA~NG ASSURED SBEAIHING ATTAOHED TO RAFTED/3RUSS FRAMINO JOIST TO SILL, TOP PLATE TO GIRDER (TOE-NAILED) z~Sd PER JOIST MEMBERS VaTH 0>0.4~. FaR FRAMINO M~BEED ~TH 0.¢2<0<0.4B THS NAIUNG SPACINOS SHALL GS RE~UO~ ED ~ INCBED O. C, BRIDGING TO JOIST (TOE-NAILED) 2-8d EACH END BLOCKING TO SILL OR TOP PLA1E (TOE-NAILED~ 3-16d EACH BLOCN ~TABL£ .3.9 WFCM HIGH WIND EDITION') SILL OR Bo'FrOM PLAIE TO FOUNDATION ANCHOR BOLT LEDGER STRIP TO BEAM ~FACE-NAILED) 3-16d EACH JOIST CONNECTIONS RESIn;TING LATERAL~U SHEAR LOADS JOIST ON LEDOER TO BEAM ~TOE-NAILEO) B-Sd PER JOIST BAND JOIST TOJOIST lEND-NAILED) 3-16d PER JOIST SH~INO LOCATION ~TUD SPAOIN~ BRACING WALL PERMI3ER MAXIMUM NAIL ~PACIN~ OR PANEL RIDING FO~ ~d COMMON NAILS (TOE-NAILED) 3-1Bd PER JOIST ~s~ NO~ 1~ GNOHED O,O,) ~ NaT£ 3) ['IZ2# ANCHOR aaL'i'st BAND JOIST TO SILL OR TOP PLA~E ROOF SHEATHINO E S STRUCTURAL PANELS 8d (SEE TABLE 3.8) F I~ (s~ NO~ DIAGONAL BOARD SHEAflNO N~RI~ LORE ~e l"X6" OR 1"X8" 2-8d PER SUPPORT l"XlO" OR WIDER 3-8d PER SUPPORT1,F'FoRNAILwALLSPA~INOSHEAllNGAT INI[RME~IAllE~TH 4. FEETSUPPGSlS~F THE CoENnR,IN THE ~tn ~ FEET S~G~ ZONE Al~ACHMEDT CEIUNG SHEAllNO ~UIR~ SHALL BE USED, GIPSUM WALLBOARD 5d COOLERSI 1' ED(~E / 10" FIELD ~. EDB ~IGS PANEL SlmNG . GALVANIZED OOX NAILS SHALL BE PEDMI/EB ED BE ~GS~1~D WALL SHEA1HING FOR COMMON NAIL 8d (SEE TABmF ~,g) USE END, NAILS AT EACH STUD MIN OVERLAP IS 12"