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HomeMy WebLinkAbout34956-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 10/7/2011 CERTIFICATE OF OCCUPANCY No: 35223 Date: 10/7/2011 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: ADDITION/ALTERATION 7940 INDIAN NECK LA PECONIC, Sec/Block/Lot: 86.-7-7.2 Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 7/13/2009 pursuant to which Building Permit No. 34956 dated 8/26/2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for winch tins certificate is issued is: alteration and addition, including bluestone porch, as applied for. The certificate is issued to Wendell, Jonathan (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 9/21/11 34956 9/29/11 ~A ~.r~ituck Plumbing & H~ting 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. 34956 Z Date AUGUST 26, 2009 Permission is hereby granted to: JONATHAN P WENDELL 22 TURNER DR GREENWICH,CT 06831 for : AS BUILT INT/EXT ALTERATIONS PER APPROVED PLANS AND TRUSTEES #7152A AS APPLIED FOR at premises located at 7940 INDIAN NECK LA PECONIC County Tax Map No. 473889 Section 086 Block 0007 Lot No. 007.002 pursuant to application dated JULY 13, 2009 and approved by the Building Inspector to expire on FEBRUARY 26, 2011. Fee $ 400.00 Authorized Sighature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: 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. Fi_nM 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 b~uildings 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. 0~rtificate 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 ofOecupancy - $.25 4. Updated Certificate of Occupancy ~ $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Old or Pre-existing Building: & (check one) Locationof Property: rq qqO Cd¢c, House No. Street Hamlet Owner o; Owners ofProperty: OOf'~C~ '-~. ~\[ Suffolk County Tax Map No 1000, Section ~ Block Subdivision Health Dept. Approval: Planning Board Approval: Lot Filed Map. Lot: Underwriters Approval: Request for: Temporary Certificate , Fee Submitted:$ ~ 50, ~(.~ Final Certificate: (check one) rAl~plicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (63 t) 765 -9502 roqer.dchert~town.southold.n¥.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: John Wendell Address: 7940 Indian Neck Rd City: Peconic St: NY Zip: 11958 Building Permit #: 34956 Section: 86 Block: 7 Lot: 7.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Jim Sage Electric LicenseNo: 3635-e SITE DETAILS Office Use Only Residential R 'nd°°r F~ Basement ~ Service Only ~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Servicelph ~ Heat ~ DuplecRecpt ~ Service 3 ph Hot Water GFCI Recpt Main Panel A/C Condenser Single Recpt Sub Panel A/C Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling Fixtures ~ HID Fixtures Wall Fixtures ~.~ Smoke Detectors Recessed Fixtures ~ CO Detectors Fluorescent Fixture ~ Pumps Emergency Fixtures[~ Time Clocks Exit Fixtures ~ TVSS 300a underground service, 9 special 20a recpticles, 5 paddle fans, 3 exhaust fans 1-40a oven, 1 gas cook top Notes: Inspector Signature: Date: Sept 29 2011 81-Cart Electrical Compliance Form BUILD[Nd'DEPARTMENT 'I~OWN OP $OU~HOLD CERTIFICATION Bui]d~n~ Permil 'No. Pi',mtber /O~o--'~ (Pleas¢,pr';nO I cenif'y Ihat the solder used in lhe waler supply sys[¢m conlains less than 2/]0 oF S,~,arn ~o before me Ihis ~/ DENISE KING Notary Public. State of New York Registration #01KI604t 757 Quahfied in Suffolk County My Commission Expires May 15, 2 Public; Counly James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town H~lAnnex 54375M~n Road P.O. Box 1179 Southold, NewYork 11971-0959 Telephone (631)765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OFSOUTHOLD Permit No.: 7152A Date of Receipt of Application: July 23, 2009 Applicant: Jonathan Wendell SCTM#: 86-7-7.2 Project Location: 7940 Indian Neck Lane, Peconic Date of Resolution/Issuance: August 19, 2009 Date of Expiration: August 19, 2011 Reviewed by: Trustee Peggy Dickerson Project Description: To construct continuous steps down from the existing deck on the south side of the dwelling. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Mark Boeckman, last dated July 8, 2009, and received on July 23, 2009. Special Conditions: None. Inspections: Final inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. JaYmes F. King,~President Board of Trustees JFK:eac Jill M. Doherty, President Bob Ghosio, Jr., Vice-President James F. King Dave Bergen John Bredemeyer Town Hall Annex 54375 Main Road P.O. BOX 1179 Southold, New York 119714)959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0692C Date: October 6, 2011 THIS CERTIFIES that the construction of an addition to the existing dwelling At 7940 Indian Neck Lane, Peconic~ New York Suffolk County Tax Map # 86-7-7.2 Conforms to the applications for a Trustees Permit heretofore filed in this office Dated March 24~ 2010 pursuant to which Trustees Administrative Permit #7270A Dated April 21~ 2010 was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of an addition to the existing dwelling The certificate is issued to JONATHAN P. WENDELL owner of the aforesaid property. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ ] FOUNDATION 1ST [ ]~U~QATION 2ND [ ,~"FRAMING / STRAPPING INSPECTION [ ~"I~GH PLBG. [ ] INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~/.~/~ ~ ~--~-.~ /~ ,. ,.~_11 / ~ ' ~1 . . DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI )N [ ] FOUNDATION 1ST [/,,.,']"ROUGH PLBG. ] FOUNDATION 2ND ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] RRE RESISTANT CONSTRUCTION REMARKS: ~-- [ ] INSULATION [, ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE INSPECTOR/~/~'~' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R~J~H PLBG. [ ] FOUNDATION 2ND [~]'~NSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE ~ INSPECTOR ~-~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 /INSPECTION [ ~.~OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL ( ) FIREPLACE & CHIMNEY ( ] FIRE SAFETY INSPECTION REMARKS: ~~//~. ~ c7~ '~, ~1~_..,~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F~UNDATION 1ST [ [~/J FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRERESlS'rANTC(XA'TllUCTI~ REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION INSPECTOR~/~/ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] I~LATION [ ]FRAMING/STRAPPING [,/] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL [ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ~ ~ DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]~SULATION [ ] FRAMING/STRAPPING [~/~ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE~;,.ICAL (FINAL) INSPECTOR TO'~N OF SOUTHOLD 'BUILDING DEPART~IENT TOWN HALL g - ~ SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Approved ,20~ Disapproved aJc Expiration L 1 3 2OO9 BLDG. DEPI. PERMIT NO. q57 BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 3 sets of Building Plans Planning Board approval Survex Check Septic Form N.Y.S.D.E.C. Tmstees Contact: Mail to: ~E~[~.~lo-lh (7.c~~ Phone: 2--6} 8 - ~\~ Building Inspector tPPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS ,20oq pletely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of )lans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjdining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on prem/ses and in building for necessary inspections. ~' t,/ (~fgn~t~re'"~t(-aIfp"Ticant or name, if~ ~0rporation) (Mailing address ol~ ~IJplicant)- [ ~%ff~.. State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ,_~) ~(~-.~r'x~c'~ k.k_¥~ h Ae.~\ \ (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. Lr~/Tbion of land on which proposed,work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Subdivision (Name) Block V Filed Map No. Lot 2. State existing use and occupancy o f pr~ises, a.nd in. tended.~e and ,oc~cupancy of_~proposed c~nstruction: a. Existing use and occupancy b. Intended use nd occupancy'W i 3. Nature of w~ork~check which applicable): New Building Repair ~ Removal Demolition 4. Estimated Cost Fee 5. If dwelling, number of dwelling units if garage, number of cars Addition Alteration Other Work (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Rear 8. Dimensions of entire new construction: Front Height Number of Stories Rear Depth 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 NO 13. Will lot be re-graded? YES __ NO__Will excess fill be removed from premises? YES __ NO__ 14. Names of Owner of premises q ')~Cx k_.~l Address Phone No. Name of Architect Addres ~ Phone No Name of Contractor~'°~ ~l~-~fflX'!Gt .('x('~~ddress~--~& k~ Phone No~__ 15 a. Is this property within 100 feet cfa 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 cfa 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. STATE OF NEW YORK) 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 perfbrmed in the manner set forth in the application filed therewith. Sworn to before me this dayof Notary Public b'// 'Sigha'tu~e 6f,a/~plicant CONNIE D. BUNCH NotepJPfiblic, State of New Yod( No. 01BU618§050 Qua flied in Suffolk County Commission Expires Apd114, 20 FROM :Boeckman Construction FAX NO. :6312985319 Feb. 04 2011 12:31PM Pi BQECKMAN BUILDING CONSTF,~UCTIQN COPP. GEN~RA~ (~ONTRACTOR P.O. BOX 1453 MA~'~ITUCK, NY 11952 (631) 29~-5319 FEB -4 2011 BLDG DEPT. TO¥]N O; SOUTHOLD TOWN OF SOUTHOLD PROPERTY .~E,,~ORD CARD OWNER STREET '~40 VILLAGE DIET SUB. LOT ~__ FORMER OWNER N ,~/c~ 4/~g~ E ACR. S W COOE DATE OF CONSTRUCTION ~ND IMP. TOTAL DATE R~RKS ~ e-- ~,OY ~,tg ~1~ W~la~ FRONTAGE ON ROAD {~b' ~t~ ~ DEPTH Town Hall Annex 54375 M~n Road P.O. Box 1179 Southold, NY 11971-09.59 Telephone (631) 765-1802 ro er r ch '"'~'~ (631) 765~.95Q~. q · erRw,[own.somno~o.n¥.us BUILDING DEPARTME/qT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No.: Date: : JOBSITE INFORMATION: *Name: *Address: *Cross Street: Permit No.: (*Indicates required information) *Phone No.: Tax Map District: 1000 Section: ~.,,) Block: '-~ Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: ~"~__.~ NO Rough In YES / NO Temp Information (If needed] *Service Size: ~ 3Phase 100 150 200 ~ 350 400 *New Service: Re-connect Underground Number of Meters Change of Service Additional Information: PAYMENT DUE WITH APPLICATION Final Other Overhead 82-Request~rlnspection Form IIllllll ~o III III 1,4~1 1 I Il I~I'11,~ IIII II I IliJ:dl IIII Il'bi I I~'~1 I I lil I tI II I I I I I I I I bll.~, II I III IIt IIII b Illllill · dj.~ 2-~,~ -- (*?~ ~J.~-~ ,~27/~ Foundation ~ B~h ~t~n / ¢~ > ~ ~ ~ /~ / Ba~ment ~ ~/ Floors ( sion ~, ~ Ext. Walls ~erior Fini~ ctension Fire Place / Heat )rch Pool Attic eck /~o': ?~,~ ~0 .~ / ~ Patio Rooms 1~ Floor ~ ~ ~) ~ Driv~ay Rooms 2nd Floor REScheck Software Version 4.0.1 Compliance Certificate Project Title: Wendell Residence Report Date: 03/05/10 Data filename: p:~2009~09-1547 Wendell Residence\30 - Constmc~on Documents\10 - Curmnt~021710_Flle Set~1547_rescheck.mk Energy Code: Location: Construction Type: Heating Type: Non-Electric Glazing Area Percentage; :3% Heating Degree Days: S750 Construction Site: 7940 Indian Neck Lane Peconic, NY 11958 New York Stata Energy C~nservation Construction Coda Suffolk County, New Ymk Detached 1 or2 Family Owner/Agent: Joo Wendell 7940 Indian Neck Lane Pecontc, NY 11958 Designer/Contractor; Nemschick $ilvermae Architects 160 Main Street Suite 200 Sayvilia, NY 11782 Ceiling 1: Flat Ceiling or Scissor Truss: 173 38.0 0.0 5 Froot Wail: Wood Frame, 16' o.c.: 129 13.0 1.5 10 Window 01: Vinyl Frame:Doubts Pa~e with Low-E: 6 0.310 2 Side Well: Wood Frame, 16' o.c.: 104 13.0 1.5 8 Window 06: Vinyl Frame:Doul~e pane with Low-E: 4 0.310 1 Side Wall: Wood Frame, 16" o.c.: 68 13.0 0,0 6 Floor Over Baea~ent: All-Wood Joist/Truss:Over Un~ondttioneq 173 30.0 0.8 6 Space: The proposed building represented in this d~ument is corgis with the building plans, specifications, and other calculations submitted ~igned to meet the New York State Ene~l¥code requirements. When · Re~l~rofeasional h~l~ ~a~ with this permit applica~on. The proposed systems have bee , Coneawa~on Constructioo ~1 end signed this page, they are attesting that to the best of his/her knowledge, bel~ ptsm~3,, ~ons are in compile nce with this Code. Wendell Residence Page I of 4 REScheck Software Version 4.0.1 Inspection Checklist Date: 03/05/10 Ceilings: {~ Ceiling 1: Flit Ceiling or Scissor Truss, R-38.0 cavity insulation Cofnme~qts: Above-Grade Walls: [~ Front Wall: Wood Frame, 16" o.c., R-13.0 cavity + R-1.5 continuous insulitlon Comments: ~ St0e Wall: Wood Frame, 16" o.c., R-13.0 cavity + R-1.5 continuous insulation Comments: C'l Side Wall: Wood Frame, 16" o.c., R-13.0 cavity thsulition Ca~menta: Windows: Window 01: Vinyl Freme:Doubli Pane with Low-E. U-factor: 0.310 For windows without labeled U-factom, dencfibe features: Fmme Type Thermal Break? Yes I-I Window 06: Vinyl Fmme:Doubli Pane with Low-E, U-famoc 0.310 For windows without labeled U-factam, describe features: #Panes Frame Type Thermal Break? Yes __ No Comments: Floors: [-i Floor Over Basement: Al[-Wond Joist/Truss:Over Unconditioned Space, R-30.0 cavity + R-0.8 continuous insulition Comments: Air Leakage: [~] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage am sealed. Recessed lights am 1 ) Type lC rated, or 2) Installed inside an appropriate air-tight assembly with a 0.5" oleamnca fram combustible matadals, ff non-lC rated, fixtures am installed with a 3" ctsamnca from insolitfon. Vapor Retarder: [-I Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: Materials and equipment are installed in accordance with the manufacturer's installition instructions. Materials and equipment are identified so that co~optiance can be determined. r-I Manufacturer manuals for all installed heating and cooling equipment and carvica water heating equipment have been provided. Insulation R-values and glizing U-factom are oleady marked on the building plans or sbeolflcations. r-i Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulitad, and in a manner ~hat achieves the rated R-value without compressing the insulition. Duct Inaulatlon: ~} Supply ducts in unconditioned attic~ or outside the building em Insulated to R-8. F'~ f~etum ducts in unconditioned at, ca or outalde the building are insulated to R~,. Wendell Residence Page 2 of 4 Supply ducts in unconditioned spaces are insulated to Return ducts in uncondtiloned spaces (except basements) am insulated to R-2. insulation is not required an return ducts in basements. Duct Construction: All joints, seams, and connections are secemly fastened with welds, gaskets, mastics (adhesives), mastic-plas-embedded-fa bric, or tapo~. Tapes and mastics am mtsd UL 181A or UL 181B. Exceptions: Continuously welded and iockieg-tyba longitudinal jdints 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 edjusflng the space temperature set point of the largest Electric Systems: Separate electric meters exist for each dwelling unit. Fireplaces: Fireplaces am installed with tight fitting non-combustibla fireplace doom. Fireplaces have a source of combustion air, as required by the Fireplace nonstructicm provisions of the Building Code of New Y~k State, the Residential Code of New York State or the New York City Building Cods, as appiicabla. Service Water Heating: Water haatem with vertical pipe risers 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 pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unlass over 20% of the heating energy is from non-deptetepla sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Wandstl Rasidence Page 3 of 4 Table I : Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Heated Water Temperature (*F) Non,.ClrculMIng Runout~ Upto 1" Upto 1.25" Clrculeling Mains and Runouts 1.5" to 2.0" Over 2' 1~-150 0.5 1.0 1.5 2.0 140-1~ 0.5 0.5 1.0 1.5 100-1~ 0.5 0.5 0.5 1~ Table 2: Minimum Insulation Thickness for HVAC Pipes Insulation Thlckne~ In Inches by Pipe Slze~ Fluid Temp, Piping System Types Range(OF) 2' Runouts 1" and Less 1.25" k) 2.0' 2.5" to 4" Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Tempemtore 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) Wendell Residence Page 4 of 4 . , n~,~ ~ RESll2ENTIAL ZONE: R-~O LOT: 7.2 H/N/MUH LOT ~IPTH 175' I~1.10' HINI~H LOT PEPTH 2~' MINI~M FRONT ~ MINION 51WE YA~ 20' 2D.q' ~INI~ ~TH ~I~E ~ININ~N ~ YA~ 75' I~.~ ' HINIHUH LIVABLE FLOOR A~A ~' 2203 HAXI~M LOT ~O~E MAXI~M ~1~1~ HEIOHT ~5' EXISTINO - NO MAXI~M NUMBER OF STORIES 2-1/2 2 .5- ..... ~PLOT ~ ~ PLAN ...... , x,~ ,~ -' ~:,,,o -,~/' ~:~<~.~,'.~ %oi / ~VI~ONS/SUBMIBIONS: DRAWING TITLE: / ~ PLOT P~ ~ 10-1597 ". me business of ARCHITECtuRE/' ~~ 7940I~DI~ ~[CK ~E SCALE. DRAWING NO.. ~hone: 03~-734-7007 Fax: $3~-734J~7 ~ &I'CZ IN~O~.MATION 7q40 IN, PlAN NECK LANE SECTION: ?E¢ONI~, NV Iiq95 t~LO~K: 7 RESIDENTIAL ZONE: R-80 LOT: 7.2 PE~RIPTION ~UI~HENT EXISTINO/ M/N/MUM tot 5lIE: ~O 5F 7~373 5F M/N/MUM LOT WIRTH 175' IOl. lO' MINI~M LOT PEPTH 2~' 4D~.35' MINI~M FRONT YA~ 00' 33q. 7' HIN/~M 51WE YA~ 20' 2D.q' MINIMUM ~TH 51~E YA~5 45' M/N/MUM ~g YA~ 75' H/N/HUM LIVABLE FLOOR A~A ~' 2203 5F HAXI~M LOT 60~OE 20~ HAXI~H ~1~1~ HEIOHT ~5' EXISTINO - NO GHANOE HAXI~M NUMBER OF STORIES 2-1/2 2 NUMBER OF NUHBER OF I.O, HANUFAOTURER NOBEL ~.0 REMARKS O~. NO. P~. TITLE 5:12 14 - lcd 14 - 40d EACH LAP qd2 AND 5~ATER ~ - 1Cd ~ - 4Gal ~YHDOL ROOM NAME EQUIPMENT HANUFA6TURER MODEL NO. 60LOR / FINISH COLLAR TIE TO ~FTER (FACE-NAILED) ~FTER SLOPE. ~:12 ~ -IOd ] -12d~ M~ ~, TBP Rill ~OARD TO ~F~RR ([ND-NAILE~) 2- I$d 5 - I~d EACH END TOP PLATE TO TOP PLATE ~AGE-NAILED) 2 *lCd ~ 2- lsd~ PE~ FOOT ~D TO S~D (PACE-NAILED) 2 -Igd 2- lcd 24" 0.6. ~ HASTE~ ~ATH VANITY 5INK TBS HEADER TO HEADER (FACE-NAILED) I&d lcd I&" O6 ALONG ED&~S ~ HADTER eAT" VAN/FY TOP OR BOTTOH PLATE TO STUD lEND-NAILED) : lsd 2- 40d PE~ STUD FLO0~ F ~A~ I N~ BRID~INCTOJOIST(TOE-~ILED) / 2 6d 2-10d EAOHEND NO,, TY~E UNIT DIMENSION HATERIAL F~HE REMARKS RUNOF MADTELINEANPL~ATI~N 2"V 1 SABLE END~LL ~KE NITH LOOK~T BLOCK 5d IOd 4" 4" *" H/TH S~EL COVER ~ A L ~ ~ H E A T H I N ~ soD. TO DLI*HT TO CONNECT TO ST~TURAL ~ANELS/HAR~ ~ARD PANEL INTE~HEDIA~ 45 PSF 120 6 SEVERE DuO'' HEA~ HOPE~TE IP YES WA SANITARY SYSTEM 5TRUO~RALPANELS' 4. ALL ~ANT[TIES ARE BASED ON IS" OC DPACINS FOR RAPTERSr JOISTS AND STUDS, ~~N~ *1~* ~[A~*A~ JO/EP~ PFCHEWi. P.E. ~"e~,, ~]~lO 'IU/IG~T /CnEPULE/, ~OT~ ~ CAD FILE NAME: ~ (631) 765-2954 ~ O9-1547 Nemschick Silverman Architects P.C. ~ ~ 2~C -- ~~' - / '/ ~ECOAIC,WE~DELL N~IDE~CE~y 2/17/~0 094547 430 Green Way, Cutchogue, New York 11935 ~ ~ i ~ ~;~ A~ ~OTEP Phone. 631-734-7007 Fax: 631-734-7347 ~ ~ DISTRICT SECTION BLOCK LOT DRAWN BY SYMBOL ROOM NAME EQUIPMENT NIANUFAOTURER MODEL NO. OOLOR/ FINISH REMARKS CROUND HIND SEISMIC SUBJECT 10 DAHA&E DY HINTER ICE 5HIELP 5NO~ (SPEED IN DESI&N DESI&N UNDERLAY FLOOD FROST LINE TE~HITE DECAY HENT NAZARD5 LOAD HPH) CATEGORY HEATHERIN6 OEPTH TEMP, REQUI~D HOD, TO BLIGHT TO 45 PSF 120 C SEVERE DuO'' HEA~ HODE~TE I1" YE5 WA Io 1 I-~3 r° t__J L ~ [_ J L ~"ls ~T ~ 7'-3" "4" 2'-~" I~ INTO EXISTING, ~~"~ () ~ I I I -~ '~ - ~ :~ " () RROP~IO~AL ~GI~EE~ R.O. BOX 010  ~OUT~OLD, ~Y CAD FILE NAME Nemschick Silverman Architects P.c. ~ ~~P ~ ~~ 7 ~PC P~OP C, ~~ ~DELL RE:I~C~ 2,17,10 O9-1547 ",, the business of ARCHITECTURE" ~__ _ ~ . 7940 I~P]A~ ~ECK LA~E SCALE' DRAWING NO, ~ -- PLCO~IC, ~Y 430 Green Way, Cutchogue, New York ~ ~935 ~ ~ ~ DISTRICT SECTION BLOCK: LOT DRAWN BY Phone: 63~-734-7007 Fax: 63~-734-7347 ~ ~ ~AL~5 /~mj ~XI~ANgJOI~T~ [~ // PLY~SUB~LO0~ I P.O ~OX  ~OUTNOL~, ~ CAD FILE NAME: (651) 76~2954  0%1547 "the bus,ne~s of ARCHITECTURE" ~ .... L 7940 I~PlA~ AEC~ LAbE SCALE: DRAWING NO 430 Green Way, Cutchogue, NewYork 11935 ~ ~ DISTRICT SECTION BLOCK LOT DRAWN BYI Phone: 631-734-7007 Fax: 631-734-7347 Nemschick Silverman Architects P.C. 430 Green Way, Cutchogue, New York 11935 Phone: 631-734-7007 Fax: 631-734-7347 http://www, n s-a rch. com ILl ELEYATION9 5/4" NAHO~ANY JO.//Plfl E~CI:IL%-I, P.E PRO r E~j£1OPlAL EAGIALER P.O BOX 616 .fOUTIqOLE, (O.51) 765-29.54 DRAWING TITLE I/1TERIOR ELEVATIO/t~ &Y'ECTIO/1% FILE NAME 09-1.547 TITLE DATE NSA PROJECT ~*' WE/tPELL REJ'IDE/ICE 2/17/10 09-1.547 PECO~1 ~ /I~¢'________~ .~__ ~,~ , ~. ~,..__. 7940 I/tDIA/t/1ECIq LA/1E SCALE DRAWING NO )ISTRICT' BLOCK LOT DRAWN B~ I CERTIFICATION PLUMBING PLUMBER ALL PLUMBING WASTE ON LEAD cONTENT BEFORE & WATER LINES NEED TESTING BEFORE COVERING cERTIFi~C¥ ~ ---REMOVE ¢ CLO$£ ,~J~PL¥OYS''''MIC'ANNOT'LEAD COMPLY: WITH ALL C ODES OF .......... _ ........ ~ ~ ~, ~ - ,- ,- - : -, ~ OCCUPAN FRONT ELEVATION S~LE: 1/4" = ~'-0" , AF PROVED AS NOTED ~ '---%t' _=2 ~ L/z1_ r~} !~'., .~2r~{~DG~VBT~ .~ ........ NOTIFY BUiLDIHG ['EP',RTMENT AT CODES OF NEW YORK STATE --- ,. -::~_~" ~ r- .... ~ .... ~' .:~ _.- r 1.FoRFOUNOAT]ONpouRED'CO,IbRETETV~ REQUIRED ~ ~ , , ~i'~k~ ~ ~ ~ Jl~ [.~L 1 1 '1 3.1NSULATON ~%l, T~l r ~ ~' ~ -~''~[ 4 FINAL-CONqTRUCTION MUST i __:,-~ -~ :-v_ - -' %-: --~---:- ": ' :F% ---;:1'-' '1 117 2 '}3Z~C~ ~~--: -' ~~ CERTIFICATION OF ~ t -r ~ r']~ ~, I I1 [ REnUiRED. ' ~ ',~h E~ ~l ] k ~U ~q[ I I L ] L ~JJ ~ I r ] , TT L , ~ -[~ R UNO It11'-, /:,', ,,'" ",,, ' '¢F~ ~E ~ z REAR ELEVATION S~kE: 1/4"= ~IX4VENTEDFR~EBD I ][ L ~ L~LlL F~I'"In rZ : ...... :~-= ,, ' .... I --~' '"'""" "' '" '~1 LE~ EL~ATION ~ ~ ~J-~ SHEET NO: EX. BEDROOM EX. DECK NEMf [NSULAT~ON TO CODE M/HERE REHDVED · " EX. LIVING ROOM ',, EX. KITCHEN REPLACE COUNTERTOPS EX. PORCH C235 1ST. FLOOR PLAN SCALE: 1/4" = 1'-0' ~[ZZZ-ZZ~Z ZZZZZZZZZZ ~r-Z-ZZZ~ EX. COVERED PORCH EX. DINING ROOM II I[ II EX. GARAGE EX. OUTDOOR SHOWER WALL LEGEND WALL TO BE REMOVED EXISTING WALL NEW WALL · n,' n DRAWN BY: JF/MH August 13, 2009 SCALE: 1/4"= 1'-0" SHEET NO: .............. NEW WOOD FLOORZNG ~ ~ ' ~ ~ EX. B[DROOM ......................................................... ................................. . ....................... , Tq .B_[_R_~_HgyF D ' , "_.[ ' EX. 8£DROOH - ' ' EX BATH I ~ e.~ u.I ..... ,~ ~ z .-~ z , 2ND. FLOOR PLAN ' -' ~ DRAWN BY: ]F/NH SC.~LE: 1/4"= 1'-0' ~ August 13~ L ................................................ ......... · I $C_~Lfi: 1/4" = WALL LEGEND SHEET NO: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS RIDGE -- ~DGER WALL FL~SHINO woo.~o,~ ANCHOR BOLT CONNECTION (usP LBPS58 OR · ~Dw · LLI Z ILl ,',' 0 ~ DRAWN BY: ]F/MH August 02, 2009 SCALE: 1/4" = 1'-0" SHEET NO: GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE ~.,, PLAN CONTENTS: 1 ). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING:OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4' x 20 gauge s~ap shall be abechnd to each pair Df meets in accordance 1~ table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ndge strap, the number of I Od common nails required QTY, SPACING BUILDING HEIGHT L~J CONSTRUCTION NOTES: ,...~andofth.~,arg. n~.ofex~beth, thbu,~fad.amb.rofben.,,,~.t"astrep. ~rERTO S'W~-:3~dCOMMON EACH TOPPLATE I[YWALL;,~-adCOMMON RAFTER POE-RAIL TOTALSO. FT OFCONSTRUCTIDN [) The Ir~'ormaben wileln [fils set of construction domJmerds is rebaed to basic design 2). RAFTER-TO-WALL ASSEMBLY. CEiLiNG JOIST 8' WALL: 3-8d COMMON EACH FOE.NAiL Z ntant and [raTing baleils, They are intended as a constmdden aM i nat a substhute Lateral framing and shear wall connections far rafter, ceiling er truss te top plate shall be in TO TOP PLATE 10' WALL: 4~d COMMON JOIST PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND or generally accepted goad building practice and compliance w~h curt-eat New York accordance k) table 3.3. When a mfte~ er tm~ do not fall in line with sleds below, taffeta DESIGN CRITERIA ~tate building codas. The Generrd Contmclor is resbanslble for providing standard ar trusses shaJl be abachnd to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3,7 ~ACH FACE (AF&PA) WOOD FRAME CONST. MANUAL for One and Two Family Dwellings L~J :onsa~J cfi(J~ details and procedures to ensure a proMssionafiy finished, sb'uMurally the to the wMI stud with UpllN cennecgons. Re°fa overhanging the rake elbe of the building PARALLEL RAFTER WFCM - SBC LAP NAIL ;Dead and a weatherproof ~mpleted pmducL shall be connected wile upl~ connections in accordance wi[h table 3 3c. ~,EILIN G JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR pLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES gO _~_ _~). The General Conkacler is responsible for ensunng that all work and canstnJctlen I). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 I[ACH FACE DECKS 40 ~eats ~ur~rerd federal, stath, c~urdy add le~al cedes, ordinances and reguMbens, etD' Yall Muds abave and s~ds belew a floor levsl shall be attached with baglt sennas[ions le TO RAFTER WFCM SBC END NAIL ATflCS w/o STORAGE t0 RIM BOARD 2 - 16d COMMON EACH : ROOMS (OTHER THAN SLEEPING) 40 ~),~.de.ig.arba. nrd~e.a.g.~to, co,.~iansbaer~is~n.,da,s.m.s.o =nn~o~ S~.a~,h.,bev~a~,.~urn.,,begr~e.~of7~.c~.,le=s~ WALL FRAMING: STAIRS 40 .__J ex nda e. 0,u,wh,p ,, ago.aandappli bl, d.. ypale ,lersbear a, swi amlrdm of,/tgi h.eod.rua rel banalonthe. .rlo STUD O.O PIREPRO CTIGN S ':I EEBFLOORPLANS ,,, g).wJ.dle~ ~ba[r~m.rd~rdlba.ga.l,~o.ccountdnd,g~o~r~c~on. ~).~B~IEX~ER~ORSHEARWALL COSBECTIDGS: SO~TOMPLA~TO PER FACB~UL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOUNDATION NOTES: rypellexthhershearwallsshallmeetthe requlremerdsoftable3.15a-bbmesthaappmprlate =LeaR JOIST, BAND JOIST, ~-16dCOMMO~ FOOT SEE NOTE:I,: detelmineintendndhrdghtsofgnlshedgoor(s)abovetypicalgrade, r).INTERIORSHEARWALLCONNECTIONS: FLOOR FRAMING: LOAD (MPH) CATEGORY DEPI~ TEMP. REOUlRED cor~rmason~a,son~dng,.e,~o, oru.be~,edi.tedora,aa~, ~I, DGNNBCTIOSS^REUBDEX~RIOBWhLLOFESINGS: glLL, TOPPLATEORS~SSE~ ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: ~wis~.~fo~.d~en~a.tfor~,~l~...r~of=~. DECK AND COVERED PORCH NOTES: JO~STO. LEDGES 3-~dooMMDN JO~ST FRAMING NOTES irdo=oncr~ta,~th~mlelmu~,l/~"dia×g'lenga.c~orbegwithwasher~a.d a~, ROOF SHEATHING: F~min~m.mbar~with<g.4g<G<g.~,tha.a, sba~.gsha, ba,edua~dthSInc~eso.~. ~) Un,o,sot~sa.otnd,~,~mlr~anda,~,~o~ m~tena.obe~+ST~, bole~,grbae, ee~cbaswgh~,e~d,aofssba, hav. t2'dle.~ncr~topi~=to~aglrd~r~. STeUCrURALEAHE~ ad W~CU-SBC WALL SHEATHINGRA,L sPAC~NGREQUIREMENTSs^~LBEAC,SGATi.~ESMBD~TEFOR WIND LOADS:BoTES ~:~' LIJ Z Doug~F,r. ~).D~]ast~tobav. Mo~k[ng~g'0oa.. CEILING SHEATHING: ~HE~TH,NGLOOA~ON ATPASBLEOOES SUEPORTS'NTHBEANELF~ELD ' ,perdngs. LVL headers to have (3)jack studs and 12) full length studs on each side of WALL S HEATH IN G: NOTES ,_, ind'Panlngs)penlogs' Seadng WMI window sills shMI also have (2) window MIl plates far 2x4 Wall bleckJ ngbe[wl]eRwhere4'lapplicable.and §'g and 2x6 wall eperdngs between 5'11 and 8'9. Provide fire to7)' All jolsle le be supported with hangels and anchor. Each Jolsl shall also he aachoredglrdeT(s). JOINT DESCRIPTION NAILQTY.~S pERSPACINGNA]LTABLE 3.9 THESE NOTES ARE ONLY TO SE REFERRED TO IF MENTIONED IN SCHBDULE NOTES ONLY.1 ). For wa~l shea[hing wit hla 4 feet of the corners, the 4 font edge zone atlach~e rd requi.ments shall --~ ~1~ ~ ~__~. rashers wbare applicable to all connecting joists PLUMBING NOTES 7/16" OSB 6d COMMON 2). Tabulatnd 12 inc~l o c. nail sbaclng assumes sheathing attachnd te sled BaTing members wllh on plans. 2). Verdy sap!fa system with faa Englnser for Suffolk County Health Department bapmval. FLOOR SHEATHING: NOTE: ~ rY' inder all bearing wal~s. 3). E wall sleds, pMles or joists are cbt out bear]g mrdallation for any plumbing ndatnd work, RAiL B~UL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY S). Provide Insulatmn beiges at cave yards be~een rabers. Inslall draE blesklag as stale cede and manrdacture's resommendatmn tor maximum hole $~ze and sbaclng barm~tted STRUCTURAL PANLLS Sj OOMMO~ g" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000~ CAPACITY. leaded.HVAC SYSTEM NOTESt. OR LESS 12' D.C. FIELD 1). PROVIDE 518" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. ~ have ~g..,~'s,~,~. ~w.,~to baMpa.edbeBhnd ELECTRICAL NOTES: membem shall be douhlnd, or afiemate connectors, levels. ConceeMd hodzanfrd furred spaces shall also be firebMcked et inter.ale nDE exceeding ~*0 DRAWN BY: 3F/NH 3e insbalnd with a faa..,I gasket and cop-r-tax termge shield or baproved eduab o, ..y.s. ResibangM Conrdruclfan Code. under sthSrs shell comply wil'h SecFlon RS, ~..2.2. N.Y.S. Resident'ird Lade. ;~g ~ AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME FOR ALL GOVERNING CODES AND BUILDING PRACTICES. THESE URAWINGS CONFORM TO GENERALLY SHEET NO: NAIL NAiL NOTES OINT DESCRIPTION QTY, SPACING RAFTER TO S'WALL: 3q)d COMMON EACH POE-RAIL TOP PLATE 1[~ W^LL~ ~Sd COMMON RAFTER CEILING JOIST 8'WALL: 3-8d COMMON EACH rOE-NAIL TO TOP PLATE 10' WALL: 4~d COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 ~ACH FACE OCCUPANCY CLASSIFICATION R3 RESIDENT]AL BUILDING USE RES[D£NTiAL D~ELL[NG BUILDING HEIGHT TOTAL SQ. FT OF CONSTRUCTION PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND DESIGN CRITERIA AF&PA) WOOD FRAME CONST. MANUAL for One and Two Family DwellinRs FRAMING ELEMENTS AS PER FLOOR pLANS, CROSS SECTION AND GENERAL NOTES EXT. BALCONIES gO DECKS 40 ATHCS wlo STORAGE 10 AT~ICS wi STORAGE 2~ DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 STAIRS 40 GAURDRAILS (ANY DIRECTION) 200 EXPOSURE CATAGORY LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE NAILING SCH~r3~" ~ SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE FIRE PROTECTION " SEE FLOOR PLANS (SMOKE & Co DETECTORS) TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK (fates[ ration) NAIL NAIL NOTES JOINT DESCRIPTION QTY, SPACING TOP PLATE TO ~ - 16d COMMOh PER FACE NAIL TOP pLATE FOOT SEE NOTE: 1 TOP PLATES AT ~* ~ 16d COMMOh JOINTS FACE INTERSECTIONS EA. SIDE NAtL STUD TO ~ - 1Od COMMOh 24' FACE STUD O.C NAIL 16' D.C. FACE HEADER TO 16d COMMON ~LONG BDGES NAIL TOP OR BOTTOM Z- 16d COMMO~ PER 2x4 STUD END NAIL NAIL NOTES JOINT DESCRIPTION QTY SPACING PER TOE JOIST TO: - be COMMON gILL, TOP ELATE OR GIRDE~ JOIST NAIL BRIDGING 2-8d COMMON EACH TOE TO JOIST END NAIL BLOCKING 2 - be COMMON EACH TOE TO JOIST END NAIL F-~,CH TOE BLOCKING TO: I- 1be COMMON ~LOCK NAIL SILL OR TOP PLATE EACH FACE LEDGER STRIP - 1be COMMON JOIST NAIL TO BEAM PER TOE JOIST ON LEDGER 3 - 8d COMMON JOIST NAIL TO BEAM PER END BAND JOIST ~ - t6d COMMON JOIST NAIL TO JOIST PER TOE NAIL BAND JOIST TO: ~ - 1be COMMON FOOT SEE NOTE: SILL OR TOP PLATE NAIL NNL JOINT DESCRIPTION QTY. SPACING STRUCTURAL 5d COMMON ~S PER TABLE 3.9 PANELS WFCM - SSC 7/16" OSB 6d COMMON 3" D.C. EDgE PLYWOOD g' D.C. FIELD 7* D.C. EDGE GYPSUM ~d COOLERS 10" O.C *FIELD WALLBOARD i ~ REM I -- I i · SHINGLES ' m }tim immlm flF~l Ifummill m m .... , .....m m ~ , , , ,, ~ , , , ., m [ i mmmmm mmm mt~mm, ' ' ' -- ' ' ' ; ' H"-- ) ' , , , , m, , , , m [mm~mmm ~ ,,,.,,,, , m , , , , ,, , , , , : ,, ,, m m ' , ' , ........... ,,,, , , , ,m , ,,, m m , = I,~,~ -- ~,1~ '1 , FRONT ELEVATION ~o~: S~LE: 1/4" = 1'-0" - {~Z~z~ m ' rI , I ' ' II ' ' I, :~ I I ~l I' I fl '~ Z .~ . : m I L~ m D~WN BY: ]F/MH '~ ~ ~, ~ , , , ~ ' ,'~,, II I ~' ~ .... ~' '' , , , ,., , S~[E: 1/4" = , , ~ Re. , I--I , , ,, ~ II, II II ~ ~ H H ~ H , H , , , ,, ~, ,, ~ REAR ELEVATION S~LE: [/4" = ~'-,0" ' ~ ~:~ ~ ~ : ~:~ : .,7 ~ :':'~ : ' """ ~ 0 , I ..... , , , , , , , ~ , , , D~WNBY:3F/HH  ~ober 24, 2009 S~LE: 1/~" = 1'-0" LE~ ELEVATIO~ ~, ~~ s.[[, uo: S~kE: 1/4" = 1,-0,, EX. BEDROOH EX. $.L~ ~ING ROOM EX. FAMILY ROOM EX. UTILITY ROOM FOUNDATION PLAN SCALE: 1/4" = 1'-0' £ONC, PATIO EX. GARAGE I DRAWN BY: .1F/MH October 24, 2009 SCALE: 1/4" = 1'-0" SHEET NO: EX. DECK EX, (2) 2X/*O HDR. EX. BEDROOM NEW CLOSETS BUILb. UP FLOOR TCH~IATCH (^D~2XS SLE~E~ERS @16"0C) EX. BATH NEW TILE ,,' EX. LIVING ROOM ' EX. (2} 2X8 HDR. PORCH SECTION iST. FLOOR PLAN SCALE: 1/4" = 1'-0' HEW (2) 2~12 HE~DER i-ox3-~t -Ox?-2 NEW PORCH ,NEW STOOP , 8LUESTON£ EX. COVERED PORCH NEW IX3 W,~i]'£ OAK FLOORING THROUGHOUT EX. DINING ROOM g'-O" CETLTNG EXi OUTDOOR SHOWER EX. KITCHEN REPL~CECOUNTERTOPS EX. (2) 2XS RDR C23S EX. BATH NEW TILE (NO ROOF) EX. GARAGE ,REQUIRED STONE APRON I w Q. SHEET NO: EX. BEDROOM ~ ~ "- ............... ; NEW WOOD FLOORZ~G ' --~. I EX. BEDROOM , ~ ~ ~ NEW WOOD FLOO~NG L ................. ', . ~ , ~ ~ ~'-¥' ~._~.. ~ eX. SKY~GHT ~ ' ~ EX BEDROOH ............................... EX. BATH ~. . I~ ' ~ - 2~D. FkOOR P~ O~ober 24, 2000 ~ S~LE: - - ,~ ~ SHEET NO: ~,~ ~ ~ REScheck Software Version 4.3.0 __ .~ Co.m ance ~Certificate ,., SLOPE' 114' PER FOOT pITCH TO D~N ~ S~C SYSTEM PLUHB[NGSCHEHA~C ~2:'~. 1~  D~WN BY: ]F/NH ~=~,~,~ O~ober 24, 2009 WI~D-BOR~E DEBRIS PROTEc~OR ~OR WOOD STRH~H~k ~fl~ C~ ;~~~ WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS I :::: ~ ~ .... ?~m~m~m~ O~ober 24, 2009 ~ICALCO~ MONOL~iCFOUNOA~ON.~INFOR~WI~(2)~REINFORCING~RS REINFORCEFOOTING~TH(2)~REINFORCiNG~S ~ 3 MiNiMUMB~INGSURFACEFORWOOD"~ ~E ~ ~CK~T - , ,, · = SHEET NO: '1 GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE ~-~ PLAN CONTENTS: ROOF FRAMING: occuPANCY CLASSIFICATION R3 RESIDENTIAL CONSTRUCTION NOTES: n each end of the collar fie need r~ot exceed the tabubtEd number of Ed nails In the ~mP- RAFTER TO 8' WALL: 3A~d COMMON EACH 4). The designer has not been engaged for construction supervision and assumes no connectom. Steel straps chall have a minimum embedment o[ 7 Inches in ~ncrete WALL FRAM I U G: STAIRS ir exceeds man u factum,s spscificaEdns and edplicable cedes. Type I exiEdor shear walls with a minimum of 7H 6 inch wo°d st~JCbJed panel °u the exteEdr i STUD O.C, NAIL FiRE PROTECTION S~1':I SEE FLOOR PLANS L~J ]). Wlnd load requlmmenlsshallbetakenintoaccour~tdudngconstm~on , i).TYPEIIEXTERIORSHEARWALLCDNNECTIONS BOTTOMPLATETO. PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOUNDATION NOTES: rypellexteEdrshear~allsshallmeettherequlrementsoftable3.15a-bfimestheapPmPEdte FLOOR JOIST, BAND JOIST, 2-16dCOMMGN FOOT SEENOTE ~etennine iniended hal§his of finished Edor(s) above [yP[cal §rEde ti. INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: S.OWLoAo !'SPEED(MPH) CATEGoRyDESIGN I~EATHERIN( DEPTHUNE TERMITE DECAY DESIGNTEMP. UNDERLAYMEN1REQUiRED , HAZARDS I ~ncmteormasenrywallseccEdnglnex[eEdrerunEdatedlnteriorareas. )).CONNECTIONSAROUNDEXTERIORWALLOPENINGS: SILL, TOP PLATE OR GIRDER JO~sT N,UL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: ii. Crawl spaces to be provided with a minimum 18~x24" access oEd~ing, Install one attached wEh the above requirements. TO SEAM NOTES ix16ca~tlmn~undatM, ve.t~revelytsosq, llt.~fa'ea. DECK AND COVERED PORCH NOTES: JOIST ON LEDGE" 3-SdooMMONI PER FRAMING NOTES intocencmtewithamlnlmum lY2'dlaxS'lo.gancEdrhellwEh'.~ache=andnuts- ROOF SHEATHING: Forframlngmemberswith<042<O<0.49, thenailspacln§challEdreducedto61nchesa-c W~CU-SSC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: · uJ 2). Unless otEdrwlse noted, all Eamiflg and st~Gtural woad matEdal to be #2 + BTR- I ~:~ Z Douglas F,r. 4). Deck joists m have blo~ing at e'0 o.G..CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING ~AIL SPACING AT INTERMEDIATE NOTES -- AT PANEL EDGES SUPPORTS IN THE PANEL FIELD ~). Floors, walls, ceilings and ra~tem Io be spaced a~ 16 inches o.c. unMss noted 5). A mir~lmum of 10 inch flasMng sha~l he installed he[ween the buiMIng and led§er- JOINT DESCRIPTION NAIL NAIL )EL NOTES: 1, 3 ( BOTH FIELDS) )partings. LVL headers ~3 have (3)jack sluds and (2) full length s~Ed en each side of WALL S HEATH I N G:NOTES.<~:~ ,partings hel~een 4'1 and 6'0 aEd 2x6 wall openings belween 5'11 and 8% PrevlEd fire o girher{s). IOINT DESCRIPTION QTY. SPACING ,.cho~,e=pp,oeUem.,~,,e~n§jo~s~. PLUMBING NOTES ?/~,-oss EdCOMMON 3'O.C EDGE 2).TabUEded12mcho.c nallspaclngassumesshealhingaltachEdtostudframingmemberswlth III on plans. ~). Venfy sedtm System with the E.glneer for Suffolk County Heabh DedEdment edProveb FLOOR SHEATHING: __ NOTE: ~). provide blecMng/Eddglng in Edar Joisls at 8'0 o.r~. Use solid blocki"g In flc~r joists NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY ~ro~deEdaquate homing aed platesto protec~aed secure th~ stmctare. Vedf~th the QTY. SEAC§~G EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. needed. HVAC SYSTEM NOTES ~. OR LESS 12" O C. FIELD 1). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. lc~l]{,ngsandover f~macetohaves/8, thlcktype.xsEde~.ock. AJlotheredrtsofhuilding Contractorandewner forfinalrev~ewandappmval* shearcapacIEds, nailing redulmmentsforstructural levels £oncealedhorizontalfurredsp~cessha~lalsobeflreblocEddati"fervolsn°texceEdMg t0f~"~ DRAWN BY: JF/MH to~aver.,G.r~12"sh~ocb. A,w.,,.het.p~dand".~"~ad. ELECTRICAL NOTES: memhe=cha, heEd. Uad, o~.,e~..~--..~,~ ' ' using parallel rows of 5~uds or s~'asgerEd s~uds.(~. ~ October 24~ 2009 be inMMled with a fo.. sill gasket a.d cop-r-tax termite shield er edpmved "qu'- of ,.y.s. ResiEdnflal Construction Cede. u,der stairs cho,I comply wRh Eectiort RSi ~-.2.2. S.Y.$. BesiderffiM £"Ed- I~T ALT~~UGHE~ERYEFF~RT~AS~EE~MADE~NPREPAR~NGTHESEPLANSANDCHECK~NGTHEMF~RACC~RACY'THEC~NTRA~T~RMUSTCHECKALLDETA1LS `~A~p"nm"sar~undv~nf$~p~pes~nciduc~s~ce~1~ng~nd~r~evM'~resi~*hefr~pass~f ~.~ ~ J~ ~HEET NO: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL BUILDING USE SES~DENT[AL DWELLING BUlL§lNG HEIGHT TOTAL SQ. FT. OF CONSTRUCTION PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND DESIGN CRITERIA AF&PA) WOOD FRAME CONST. MANUAL for One and Twa Family Dwellings FRAMING ELEMENTS AS PER FLOOR PLANS~ CROSS SECTION AND GENERAL NOTES EXT. BALCONIES 60 DECKS 40 ATTICS win STOP. AGE 10 ATTICS w/STORAGE 2{3 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 (LIVE LOADS PSF} ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 STAIRS 40 GAURDRAILS (ANY DIRECTION) 200 EXPOSURE CATAGORY LOAD PATH SEE CONSTRUCTION AN§WIND PATH CONNECTION (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE FIRE PROTECTION ~':1 SEE FLOOR PLANS (SMOKE & Co DETECTORS) TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK (latest vemlon) NAIL NAIL NOteS JOINT DESCRIPTION Q~. SPACING TOP PLATE TO - tEd COMMO~ PER FACE NAIL TOP PLATE FOOT ~EE NOTE: 1 TOP PLATES AT f. ~Ed COMMOr~ JOINTS FACE INTERSECTIONS EA. SiDE NAIL STUD TO ~ - 1Ed COMMOn, 24" FACE NAIL NAIL NOTES JOINT DESCRIPTION QTY SPACING PER TOE JOIST TO' -Sd COMMON JOIST NAIL SILL, TOP pLATE OR GIRDER BRIDGING 2-Ed COMMON BACH TOE TO JOIST END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO JOIST END NAiL BACH TOE BLOCKING TO: ] - 16d COMMO~ BLOCK NAIL SILL OR TOP PLATE EACH FACE LEDGER STRIP ~ - 1Ed COMMOh JOIST NAIL TO SEAM PER TOE JOIST ON LEDGER 3 - 8d COMMON JOIST NAIL BAND JOIST - 1Ed CDMMOI~ PER END TO JOIST JOIST N/~L BAND JOIST TO' 2 - 16d COMMOI~ PER TOE NAIL SILL OR TOP PLATE FOOT SEE NOTE: NAIL NAIL IOINT DESCRIPTION QTY, SPACING STRUCTURAL 8d COMMON S PER TASLE 3 9 PANELS WFCM - SBC 7/16' OSB Ed COMMOh 3" O.C EDGE PLYWOOD 6" D.C. FIELD 7" D.C. EDGE GYPSUM 5d COOLERS 10' O.C . FIELD WALLBOARD