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Town of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 6/20/2012 CERTIFICATE OF OCCUPANCY No: 35753 Date: 6/20/2012 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 1945 E Gillette Drive, East Marion, SCTM #: 473889 Sec/Block/Lot: 38.-4-27 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 3/24/2011 pursuant to which Building Permit No. 36473 dated 6/13/2011 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which tins certificate is issued is: Addition & Alterations to a Single Family Dwelling: Bedrooms, Sunroom, Bathrooms, Roof Rafters, Cellar Entrance, (Stairs, Bilco Door), as applied for. The certificate is issued to Yarosh, Fred & Furlong, Sheila (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 5/18/12 36473 6/6/12 ttituck Plumbing TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36473 Permission is hereby granted to: To: Date: 6/13/2011 Yarosh, Fred & Furlong, Sheila 35 Salem Rdg Huntington, NY 11743 Addition & Alterations to a Single Family Dwelling; Bedrooms, Sunroom, Bathrooms, Roof Rafters, Cellar Entrance, (Stairs, Bilco Door), as applied for. At premises located at: ~.~-~ ~_~i (l~?---~ 1945 Gillette Drive, East Marion SCTM # 473889 Sec/Block/Lot # 38.-4-27 Pursuant to application dated To expire on 12112/2012. Fees: 3/24/2011 and approved by the Building Inspector. CO - ADDITION TO DWELLING SINGLE FAMILY DWELLING - ADDITION OR ALTERATION Total: $50.00 $801.60 $851.60 Building Inspector 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. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: Owner or Owners of Property: Suffolk County Tax Map No t 000, Section Date. ~_ /'~_ t ! Ol~or Pre-existing Building: (check one) House No. Street ~ ~ Block q Lot Hamlet Subdivision Permit No. "~ Health Dept. Approval: Planning Board Approval: Filed Map. DateofPermit. ~,' I~-' It Applicant: Underwriters Approval: Lot: Request for: Temporary Certificate Fee Submitted: $ Final Certificate: (check one A~pphcant S~gnfiu~ e ~ Town Hall Annex 54375 Main Road P.O. Box 1179 Southo}d, NY 11971 0959 Telephone (631 ) 765-1802 Fax (63 l) 765-9502 roger, richert~,town.southold.ny, us BUILDING DEPARTMENT TOWN OF SOUTI-IOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Furlong ~,ddress: 1945 Gillette Drive City: East Marion St: NY Zip: 1193~c ]uilding Permit #: 36473 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE 3ontractor: DBA: M&B Electrical Contracting License No: 38879-me SITE DETAILS Office Use Only Residential ~ Indoor [~ Basement ~ Service Only ~ Corn merical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Servicelph ~ Heat ~ DuplecRecpt ~ CeilingFixtures ~] HIDFixtureSs~ Service 3 ph Hot Water GFCI Recpt Wall Fixtures L~J Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures ~ CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixtureu Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures ~ TVSS Other Equipment: 3 exhaust fans, 1 paddle fan Notes: Inspector Signature: Date: June 6 2012 81-Cert Electrical Compliance Form.xls BUILDIN~'DE?ARTMENT 'I'OW-N OP ~OU'I'I4OI~D Pi,,mber MATTITUCK PLUMBING Mattituck, N~ 11952 lead 631-298-8393 / Fax: 631-298-11 :~0" I cenJ~'y thai the sold6r used in the waler supply system con[ains less than S,,om lo before me [his X,o~ar),Public;~L County (Plumbers ~i~nalure) TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. ~.r~, ] F~DU N DAT~ D ~'"~ [ ]INSULATION <~~1~RAMI~/~PPING~'- / '- -- [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRIIG~I'ION [ ] FIRE RESISTANT PENETRATION [ ]ELECTRICAL(ROUGH) REMARKS: ~)7.~'~ ~'/~4~ ~'-'~---~ [ ] ELECTRICAL (FINAL) DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ION [ ] FOUNDATION 1ST [,,~ ROUGH PLBG. [ ] FO~UNDATION 2ND [ ] INSULATION [-,"] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARK~ DATE ~ _ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ~ ~/, /~,/ INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION 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 [ ]R/OUGH PLBG. FOUNDATION 2ND [/,,/]'INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]F~IE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ~] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ~/~~ ~- DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: //~ //',/~"/ /~ [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY DATE -~~ ,INSPECTOR ~,~ TOWN OF soUTHOLD BUILDING DEPT. 765-1802 iNSPECTION [ ~ RouGH PLBG. FouNDATION 1ST FOUNDATION 2ND [/~INAL FRAMING ! STRAPPING PLACE & CHIMNEY [ ~ FIRE SAFETY iNSPECTION ] FIRE ..--..~,,n, ~ 1FiRERESiSTANTPENETRATION FIRE RESISTANT Col~ n~,,.-'- ~ ....... ~ ~ ELECTRICAL(FINAL) r TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND i ~ [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] FIRE~uAF. ETY~NSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:__ ~____ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] RRE RESISTANT CONS~UCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) (~LECTRICAL (FINAL) REMARKS: DATE INSPECTOR ~'~~ -- FOUNDATION (!ST) . FOUNDATION (2ND) ' ,' ' ' ~' ' . ¢1 ..... ' '. ~ "~ / PL'[Ev~ING INSULATION PER N. Y. ST~U~CO~ ,/'./z.a,,/X~, ..,c.~..._, , ~ ~.~.~., / . '~' ~ ~.~.'.~~ . //,~ ~. ( / . ~D~ION~ COUNTS ~,~ L~' o~- TOWN OF ~OUTHOLD BUILDING DEPARTMENT TdWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SouthoidTown.NorthFork.net Examined ¢'"--~-- ~20 }[ Approved '~ ~- /'5~ ,20 Il Expiration [1~._ .~-/~, 20 { ?---' MAR 2 4 B~ DG DEPt. TOWN OF SOllEHOtD a. This application Mbs toe co: 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 Survey_ Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: Phone: Building Inspector PPLICATION FOR BUILDING PERMIT Date ,20 INSTRUCTIONS tpletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Cerlificate 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, Sui'fblk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, ifa corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises 5%ox\o, Y,~t\C,,~< ~C~ 5ge C~ '~o, V02~--, ')(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 which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section '~-~ Subdivision Block q Filed Map No. ~'\ o..v \o ~ Lot 4-7 Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ZS:~oC~./ ~- ~-c~,e ~ Xc~ - \ ~,--,\¥ (~ ¢o~\)~ b. Intended use and occupancy Nature of work (check which applicable): New Building Repair Removal Demolition Estimated Cost ~ [b{3.O©O +- Fee Addition '-? Alteration Other Work If dwelling, number of dwelling units If garage, number of cars (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. if business, commercial or mixed occupancy, specif~ nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front -5-5- - a~ Rear Height 'LS ' Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height ~ 8' Number of Stories _Depth Rear Dimensions of entire new construction: Front Rear Height T<3 ~ Number of Stories ~ Depth 9. Size of lot: Front Rear .Depth 10. Date of Purchase Name of Fenner 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 fi7 Will excess fill be removed from premises? YES 14. NamesofOwnerofpremises r-~-~a '~,,~>4x-. Address Name of Architect r.~,~e, - h ~-~r ~_~sv-, Address Name of Contractor 9~,3~-~ - ~,,~c~ Yk-~,a Address NO ~,_'ryd,~td?hone No t~*,~ -71,~- --7 Phone No. 6-~ ~ ~ zq 7>- z z ~o 15 a. ls this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * 1F YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. l 8. Are there any covenants and restrictions with respect to this property? * YES · IF YES, PROVIDE A COPY. NOx STATE OF NEW YORK) SS: COUNTY OF ) --~(f~//~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, OONNIE O. BUNCH Notary Public, 8te~ o~ New York No. 01BU~185050 (S)He is the - (Contractor, Agent, Corporate Officer, etc.) Oomml~lonOuai.',i,l ffr. x~t~ In Suffolk April Oount¥ 14, l.~/.~ (3 of said owner or owners, and is duly authorized to perform or have perfimned the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this, Notary Public Signature of Applicant :Tow____n_n o_ f Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: $.C.T.M. #: THE FOLLOWINO ACTIONS MAY REQUIRE THE SUBMISSION OF A __ ~ L~ C:~ '~ STORM-W~¥~.~ GRADING, DRAINAGE AND EROSION CONTROL FLAN District Section Block Lot (;~-,~¥iFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number: (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Yes No 1 Will this Project Retain All Storm-Watar Run-Off Generated by a Two (2") inch Rainfall on Site? r'~ (This item will include all mn-off created by site cleadng and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfacas.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? r~ This Item shal~ include all Proposed Grade Changes and Slopes Controlling Surface WaterFIowl 3 Will this Project 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? ~ -- 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of r'~ Five Thousand (5,000) Square Feet of Ground Surface? 5 Is there a Natural Water Course Runn ng through the Site? ~s this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? L~U -- 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Veracal Rise to One Hundred (100') of Horizontal Distance? L~ -- 7 Will Driveways, Parking Areas or other Impervious Surfaces be SIopod to Direct Storm-Water Run-Off r'~ into and/or in the direction of a Town right-of, way? L,~ -- 8 Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of any Item Within the Town Right. of-Way or Road Shoulder Area? ~ -- (This item will NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watercourse? NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building PenTdtl EXEMPTION: Yes N__9o Does this project meet the minimum standards for classification as an Agdcu]Iural Project? Note: If You Answered Yes to this Questloa, a Storm-Water, Grading, Drainage & Erosion Control Plan Is NOT Requlred~ -- _~ STATE OF NEW YORK, ,~, ~ ........ ss That I, Lng duly sworn, deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) CONNIE D. BUNCH Notary Public, Slate o~ New York .Amd that he/she is the ................................................................................................................. ...N~..;..0..I.D.i,,i.~.i[~ ............... (Owner. Contractor, Agent. Corporate OfF. er ctc,) C C~1~1~(] In Suffolk County ~, -- · . . ommi.lon r. 11 /,-', J-- Owner and/or representaUve of the Owner of Owner's, and ,s duly author,zed to perform or have peffoF~rmed ~ee ~ai~'w2or~and to make and file this application; that all statements contained in this application are true to the best of his lmowledge and belief; and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before rne this; ........... · ~.--.-.~. ~ .............. day of~..~ .................. 20..~.) eub~.,'~5~' ¢'-~ ~) Notary . ...................... ..~7..-. .................... ;.~....~t.x. ............... (Sign~t~r~ of Applicant) FORM - 06/07 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 119714}959 Telephone (631) 765-1802 ro.qer, richert(~,t~w(~/s) o7 u~.ny, us BUILDING DEPARTMENT TOWN OF SOUTHOLr~ APPLICATION FOR ELECTRICAL INSPECTION UESTED BY: Company Name: Name: NO.: JOBSITE INFORMATION: (*Indicates required information) *Name: L ~-~,'~ ~ *Address: [ q q ~ _/~ ~',~-£,'~--~- .g'"~¢, ,..,~ fi'~,~ ,,;'- ,X.'('.4.~ *Cross Street: *Phone No.: Permit No.: Tax Map District: 1000 Section: *BRIEF DESCRIPTION OF W.~0/I~K (Please Print Clearly) Lot: o~ 7 (Please Circle All That Apply) *Is.job ready for inspection: ,Do you need a Temp Certificate: Temp Information (If needed} · · Service Size: 1 Phase · New Service: Re-connect Additional Information:///~ (~/NO YES/~ Final 3Phase 100 150 (~ 300 350 400 Other Underground Number of Meters Change of Service Overhead PAYMENT DUE WITH APPLICATION 5 82-Request for Inspection Form Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971 0959 May 15, 2012 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (63 I) 765-1802 Fax (63 l) 765-9502 Fred Yarosh & Sheila Furlong 35 Salem Rdg Huntington, NY 11743 Re: 1945 East Gillette Dr., East Marion TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: __ Application for Certificate of Occupancy. (Enclosed) · ,-/" Electrical Underwriters Certificate. (contact your electrician) A fee of $50.00. __ Final Health Department Approval. ,~..~Plumbers (All permits involving plumbing 4/1/84) Solder Certificate. after __ Trustees Certificate of Compliance. (Town Trustees # 765-1892) __ Final Planning Board Approval. (Planning # 765-1938) __ Final Fire Inspection from Fire Marshall. __ Final Landmark Preservation approval. BUILDING PERMIT: 36473 - Addtion/Alterations SCTM# 1000-- )~-- ¢- v~-"~ Subdivision: f Property Address: / ~/7c-~<- ~-a-a~ ~ Building Permits (Open/Expired): Bp 0 ~ -Z / C/0 z-__, Info: BP __ -Z / C/0 Z- , Info: BP __-Z / C/0 Z- , Info: Single & Separate Search Required? Y or/~JDetermination: REQ. Lot Size: 0 [~ ACT. Lot Size: REQ. Front ACT. Front REQ Side ACT. Side *D~: ~ ~:2~'-I( DateReviewed: ~--~---/{ O n r: Estimated Cost:4~7 / 00 ~ Zone: o/[ Conforming? City: ~a~r~~ Pre COs? __ BP__-Z / C/0 Z- ., Info: BP .-Z/C/0 Z- ~ Info: .. REQ. Lot Coy. A4. Lot Cov. __ REQ. Rear PROP. Rear REQ. H~ei, ght ACT. Height /~, ~,,~ Stb~.5~/I CT Waterfront? Y or BI? 2v/ / . If yes, water body: ~ Panel# -- Flood Zone: ..... Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED Suffolk County Health: Y or~- If yes, '~Bed#: *Date: / / *Permit/t: Town Septic: - If no, certification required: Y or N Received: Y or N By: NYS DEC: enE-nEcga/*s Y og~I/- Date: / / Permit #: or NJ Letter- Notes: Southold Trustees: Y 0r~ - Date: __ Permit #: or NJ Letter - Notes: Southold ZBA: Y or~ - Date: / / Permit #: - Notes: Southold Planning: Y o~- Date: / Permit #: - Notes: To~vn Landmark C of A: Y o~ DTE: / *NYS CODE Compliance (page 2)~r N Fee Structure: Calculation: J~ , :' . .? /" . First Floor: 393 ;F .~ ~'~~' +~iti'a~Fe~:$~ ~O~ oO ~F ¢~¢~/~ d)~ ~+AdditionalFee~ ):$ Second Floor: ~ 0 ~O S~ .~5~:'~ ' SFX$ ~ Other: Total: [~0~ SF ~~2~:'~ +Initi~:$ - ~ ~0,~0 + Additional Fee ( ):$' TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLEMATIC/GEOGRAP,~ DESIGN CRITERIA: Ground Snow Load: gO , Wind Speed~ 120MP/H ~ Seismic D..eslgn Category." Weathering Severe,,/.... Frost Depth: 36' Termite: M-H ' '~ Des~mp: 11 __ ' Ice Shield Underlay: ~ ~/~ Flood Hazards: ~- USE/OCCUPANCY CLASSIFICATION: · HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITEKIA: ENG'IITEE'RlgD~S-~'~T~E~ HEADERS: ¥/N WALL STUDS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: ¥/N LUI~BER SPECIES AND GRADE: Y/N GIILD ERS: Y/N ROOF P,J, dtTERS: Y/lq WUqT)OW A.ND DOOR SCHEDULE: · MISSLE TEST I~,.gUIR~;MENTS:~5~ EGRESS 5.7 ~,SF.: (~/1q ~ LIGHT 8% ~/N ~NT 4%~ NA[L~G/CONSTRUCTION SCHEDULE: Y~ o ~ ME~S OF EG~SS: Y~ o ~, PL~B~G ~SBR DIAG--: ~ LOCATION OF F~ PROTECTION EQU~MENT: Y~ ~ TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: ON TOTAL COMPL1ENCE~/N (RETURN TO rAGE ONE) moo- ii (51LLEFTE. ROll D A/£6~- 77.00 EL /,9 oo .SET ~LG? ~5 .S 26 °- 56 ; 50 " E Et. 14.00 ~-- LAMD 0t: G/t/?D/N£/~5 8 CO CEDAR. .POST ,G ,q / E N E dlBp,b OF PlOT= 10066 O,PSII /ttr~S. $ UR VEY OF PROPER TY ."~ituated £ ~ G T ,,M4 R IO# IOWN OF SOUrHOLR SUFFOLK COUNTY NEW YORK .S'co/e: I "= 16 ~ Survey Cerfified To: FI-~ED t)A,GO,5tt $/V£1LA FURLONG- ~AROSII LD DEPI. , tOWN ~ Po~chogue, NY I ~ 772 Phone: tO r /,/O,5 . ,.,cHOI1/N //CREOA/ /PEFE.,B TO MA/' OF ._.M,qI:tlOIV A'I.4NO,G, ,c/zED AnAl?C~~ /8,/95.3.4.5 .,'t 2050. Dates Surveyed: tlPf?lL 23, 2004, FU£LON6~ t;~¢OS# ,¸1 NE~ BILCO C-DOOR EXISTING MUDROOM EXISTING GARAGE 26 6'-7sA" 7'- 41/4'' 2446-2 EXISTING BEDROOM No. 1 GC TO VERIFY FLOOR FRAMING ABOVE. SISTER REPLACE AS REQUIRED MIN (2) 2XIODF#2 ~ 16"OC EXISTING LIVING ROOM EXISTING BATH No. I ~ (ALTERED) --o)( . {2j 1-3./4Xg-1/4. ML FL..BEAM {GC TO VERIFY IF EXISTING) EXISTING DECK ---..... EXISTING DINING ROOM EXl~'l NG KITC 'IEN (ALTERED) EXISTING SUNROOM (ALTERED) 2432-2 2446~2 13'-4V2" EXISTING STEPS 16'-1" 1ST. FLOOR PLAN SCALE: 1/4."= 1'-0' {~ PROJECT NORTH i 3'-0" MIN.J, .... ~ .... EX. BASEMENT ,r~ J ,.SrAL~ EM~E~O~O? DECTOR J EX. DECK EX. GARAGE ~,ROJE~ ~ORT, EXISTING FOUNDATION AM MENT EXISTING Design Services ~t~ - 2 2012 BLI]G DF?T Z 0 Februa~ 08, 2012 SCALE: 1/4" = 1'-0' SHEET NO: ~ P, H ELECTRICAL INSPECTION REQUIRED ' -- . '~" I PLUMBING ~WATER UNE8 NEED ,I ~ TE~TING BEFORE COVERING '~ [ ~_ ~ PLUMBER CERTIFICATION ON LEAD COI~E~ -- ,,. _ CERTIFICATE OF OCCUPANCY - - '~ * - SOLDER uSED IN WATER Z ..... SUPPLY S¥sTEM.C-d'~NNOT EXCEED 2/10 OF 1% LEAD. ' !.--. ...... .: ...... ~ ,. i i i ..... ~ ,~,, ,, EXISTING WEST ELEVATION ~ SCALE: 1/4"= 1'-0" ~ ~ 0 D~D~Ei S NOTE~ [PARTMENT AT --- k '-- PM FOR THE ...... // IONS I ~) REQUIRED gRETE JMSING, ...... I CAL ~[ CAULKING c )N & ELECTRICAL CODES OF NEW ~ , Hatch 10, 2011 COMPLY WITH ALL CODES OF EXISTING SOUTH ELEVATION OCCUPANCY OR NEWYORK STATE & TOWN CODES SCALE: 1/4": 1'-0" SCALE: 1/4'" = 1'-0" USE IS UNLAWFULAS REQUIREDA'N~).-C.C~O,,'~'"',.,,qg OF'. WITHOUT CERTIFICATEz///,~ SOUTH(]~rPLANNINGBOARD OF OCCUPANCY /~,// SHEET NO: M o H Design Services ...... IN i~ [ j -'' LL /I ~L L si; , EXISTING ~ ~ ~ Z 0 I ~w // L ~k 4 -.. --- ~ : , j [XISIIRG /~ . ~ . ~ ,. ~ ,.,~,., , ,,~ ,,,. ,, ' '~ ~ ' ' ' ' ' ............... s~c~: ~/4"= ~'-o" NORTH ELEVATION S~LE: 1/4" = 1'-0" SHEET NO: GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL ROUGH ELECTRIC, PLUMBING AND HVAC PRIOR TO INSULATING AND SHEETROCKING PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK i, I EXISTING MUDROOM EXISTING GARAGE 26'-5V2" 6'_73/4'' 2446-2 EXISTING BEDROOM No. 1 8'-0" 4'-5'/2" 5'- 6~/a" EXISTING LIVING ROOM EXISTING (ALTERED) (GC TO VERI~Y IF EXI~j'IN G) EXISTING DECK EXI$' NG KITC IEN (ALTERED) EXISTING DINING ROOM EXISTING SUNROOM 2432 2 EXISTING STEPS 2446-2 6'-0~/2" J~ 12'-6Y2" ~qALL LEGEND 1ST. FLOOR PLAN SC_~LE: 1/4"= 1'-0' (~ PROJECT NORTH o EXISTING GIRDER EX. GARAGE Io I EX. BASEMENT J 'N~TALL $ ~E~ CEo&DCEO DECTOR ] EX. DECK (~ PROJECT NORTH EXISTING FOUNDATION PLAN SCALE: 1/4" :_-_~.=1' 0' EXISTING GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL ROUGH ELECTRIC, PLUMBING AND HVAC PRIOR TO INSULATING AND SHEETROCKING PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN MANUFACTURER S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK Z © March 19, 2011 SCALE: 1/4" = 1'-0" SHEET NO: 7' 10~A" 6'-7~/~" 11' 11~A" ~ ~ ~ ~ ~ =~ I ~ EX. BEDROOM No. 2 ~ EXI~INGP~YROOM ~~ -- ' ~ ~ ~ PROJE NORTH ROOF 3).U,EIE,,E[TUND[,~YMENT~A'P~LTR~FING. S~LE: 1/4" = 1'-0' 4).ICE&WATERBA~RIERTOBEU~;EDINALLVALLIESANOINTERSECTION$ WALLLEGEND 2).E~ERIOR~H~THINGTO~EI/2"THICKFIRCDXPL~D [ , '~ 7) ALL N~ AND ALTERED ~ALU AND CEILINGS TO ~E PROVIDED ~ITH ! ~ ' S~LE: 1/4"= 1'-0" ~ ~ ~ ~ ~ ~ GENE~L CONT~CTOR TO COORDI~TE MEETING WITH ..................... ~ PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO ~INTAIN ........................................................... ~ ~UFACTURER'S WAR~N~ AND SHALL BE INSPECTED TO Design Services . PLUMBING SCHEMATIC _..~ = _ _ o ~"~ 2010 New York Enmgy J '"7 Compliance Certificate Constructiml Code ,., I , . ',~ / ~ I ., , --=~"_- .... I / =~'- SCALE: 1/4"= 1'-0" WIND-BORNE DEBRIS PROTE~ION FOR WOOD STRU~U~L PANEL ~,..~,oo, ~ PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATE ~R OPENING PROTE~ION (IF NOT USING IMPA~ G~ING) v~cgx SHEATH~NO STORM WATER MANAGEMENT DETAILS _.~___ ~:, ~ ~ . _.~.~__ /~ ,,,,,,x.:~,,o,~, ,orA[ ROOF AR[A: 1794.2 SO. FI. ~ WATER RUNOFF AT 2" RAIN PER HR.: 299.7 CU. FT. . /' ./~/' .// o~ EXISTING : EXlglNG --- REQUIRED TOTAL DR~ELLS PER CODE: (2) 8'dia. X 4'deep : ~:~ ./~/ TOTAL DR~ELLS CAPACI~: 338.0 CU. FT. ~ C) PAINTCONC~LEDM~ALSURFACESANDSURFACESINCONTA~THDI~SIMI~R ~ "'t D March 19, 2011 ~.,.~,o.: - Z S~LE: ~/4" = ~'-0" ~). co~E~ / LE~- F~H ~N~ SOLO~ ~E~ TO ~O~S~S ANg L ' I'.~'l ~o~,~,o,~*~T~O,~. S~LE: ~J~" = ~'-0" METAL STRAP JSP NUMBER DESCRIPTIOk ADS5 HOLDDOWN ANCHOR ADS5 HOLDOOWN ANCHOR RIM BOARD -- FOUNDATION-- ENDWALL APPLICATION CONNECT TO 1 SIDE OF ALL CORNERS TO FOUNDATION W/ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON BOTH BDT PLATE OF 2ND FLOOR AND TOP pLATES OF 1 ST. FLOOR. CONNECT THROUGH 'HE FLOORS TO EACH OTHER WI THREADED ROD :LOOR JOIST DEPTH JSP NUMBEF DESCRIPTION APPLICATION INSTALL 4'0" O C 4" - 8" LSTA24 I-1/4"x24" 20ga STRAF AND JACK STUDS ON ALL OPENINGS INSTALL 4~)' O C 8" - 14" LSTA30 1-1/4'x30' 18ga. STRAF AND JACK STUDS ON ALL OPENINGS ~RSTALL 4~)" O C 14"- 16" LSTA36 1-114"x36' 18ga STRAF AND JACK STUDS ON ALL OPENINGS 2ND FLOOR WALL :LOOR JOIST DEPTH LJSP NUMBER DESCRIPTION APPLICATION INSTALL 4'0' O C 4"- 8" LSTA3S I-1/4'x36" 18ga STRAF AND JACK STUDS 3N ALL OPENINGS ~ INSTALL 4'0" O C 8" - 16' MSTA48 I-1/4"x48" 16ga. STRAP AND JACK STUDS ON ALL OPENINGS CONE SLAB B MIL POLY GRANULAR FiLL TYP CONC FOUNDATION DAMPPROOFEXTERIOR 6MILPOLY ON EXTERIOR [ REINFORCING BAR KEYWAY FOOTING l TYPICAL CONE FOUNDATION, APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BR~ING CONC SLAB BX6 10/10 WWM COMPACT FiLL LOCATION ALL OPENING,< ALL OPENING,~ STEELCOLUMN CONC SLAB -- CONE FTG KING STUDS CRIPPLE STUD HEADER JACKSTUDS JSP NUMBER DESCRIPTION APPLICATION LSTA12 l-l14"x12"20ge STRAP APPLYTOEACHJACKSTUD BT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD SASE FLASNTNG WRAPS CORNERS, EXTE[NDS UNDER SHINGLES AT 51DE LU, ,LL FLA',SHING J I HIN. 3" STEEL COLUMN ~NCHOSED TO 24"x24~"x12" CONE FTG. P.T PLATE ILOR% 'NJDS[s% ERI1-1/"'%%% -RAPl. PL¥ O V E RARPI~)%CEATT IoOENA C H RAFTER RAFTER WALLSTUD LOCATION USP NUMBER DESCRIPTION APPLICATION 4" - 6" RAFTER RTIO 1~3/4' x 18ga TYDOWN ANCHOR CONNECT TO 21-1/8' x 20ga EAcHEACH RAFTERRAFTER 8' - 12" RAFTER BT20 TYDOWN ANCHOR CONNECT TO RAFTER WALL STUD LOCATION JSP NUMBER RTl5 SPTH4 DESCRIPTION APPLICATION CONNECT EACH TYDOWN ANCHOR RAFTER TO PLATE ' PLATES TO EACH STUD , CONNECT OVER STUD PLATE ANCHOR TE R ' TLEeS*Hs KE ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS ANCHOR BOLT CONNECTION SILL PLATE TO FOUNDATION 3BAWL SPACE OR FOUNDATION} SILL PLATE TO EOUNDATION ;RAWL SPACE OR FOUNDATION dSP LBPS58 OR BPS83} FOUNDATION 5/8" DIA ANCHOR BOLT SUPPORTING MAXIMUM SPADING I STORY 72" DC 2 STORIES 36" DC 1-2 STORIES 57' DC WALL BOTTOM PLATE TO FOUNDATION (SLAB-ON-GRADE} RAFTER SIZE 2x6-2xS 2X10 USP NUMBER DESCRIPTION APPLICATION LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER T~IioROUGH - BOOF EXHAUST VENTS SELECTED AND GATED SY CONTRACTOR VENTILATION CH~.NNEL AS REQUIRED ~,FTE~ OPENi[NGG OF ~ [NCH IN DIMENSION 5OFFITED E~VE ROOF 'v'ENTIL~TION / 5OFFITED E~,¥E DET,~IL NEOPRENE GASKET PRE-M~NUFACTURED RIDGE VENT FOLDS OVER BIDS[ TO CONFORM TO SLOPE OF ROOF fROOF J~,CK.5 4 YENT5 DETAIL WALL STUD BOTTOM P PROVIDE BLOCKING BETWEEN .TO[STS THAT ARE SPICED ~ND BLOCKING -- WOOD GIRDER WOOD JOIST GIRDER/HEADER WOOD JOIST TYPICAL E~E~hl SET.It- STEEL / ESOTTOhl E~E~f~IN~ E~EAM POCKET ~f~E DOOR I~LOCt~.OUT SUBFLOOR JOIST STEEL BEAM Z 0 March 19, 2011 SCALE: 1/4" = 1'-0" SHEET NO: GENERAL NOTES CONSTRUCTION NOTES: 1 ). The informaben within this set of construction documents is related to basic design intent and framing details They are intended as a construction aid, not a substitute for generally accepted good budding practice and compliance w~th current New York State building codes. The General Contractor is responsible for providing standard constructmn details and procedures to ensure a professionally flmshed, structurally sound and a weatherproof completed product 2) The General Contractar is responsible for ensunng that all work and construction meets current federal, state, county and local codes, ordinances and regulations, atc These codes are to be considered as part of the specificabens for th~s building and should be adhered to even if m vanance with the plan. 3) D~mens~ons shaft take precedent over scaled drawings. DO NOT SCALE DRAWINGS). -esponslbihty for construction coordinating with these plans, nor responsibility for programs m connechon with the work. There are no warranties for a plans Refer to the Window and Door schedule for exterior openings, The General Contractor is to ensure that masonry or prefabracfsd fireplaces meets exceeds manufacture's specifications and apphcable codes. ?). The General Contractor is to consult with the owner for all budt-~n ~tems such as bookcases, shelwng, pantry, closets, thinS, etc. 5)· W~nd load requirements shall be taken into account dunng construction. 1), The General Contractor and Mason to review plans, elevations, detads and notes to ~etermine intended heights of finished floor(s) above typical grade · All footings to rest on undisturbed (virgin} soil · Provide 1/2" expansion jo*ct matehal between concrete slabs and abutting ,ncrete or masonry walls occurlng iF~ extedor or unheated interior areas· ¢ Any new concrate walls b~!ng aftached ta ex~sting concrete structure shall ~e installed with ~1 fo-bar, 18 long at 12" o.c. Use approved epoxy for ~nsta abort 5 Untsssothe~visenoted, allslabsongradetaba2500p.s.~ Concrete to be soured on 4 ~nch thick sand or gravel fill w~th 6x6 wire mesh re~nfom rig. ntenor s ubs to be minimum 3-1/2 inch think All fill to be compacted to 95% relative density with 5" maximum hfts (layers) . Crawl spaces to be provided w~th a m~mmum 18"x24' access opemng Install one ~t iron foundation vent for every 150 sq. ff. of area. . Dampproof extedor of foundahon with bituminous coating as per section R406 of . Res~dectial Construction Code. A 6-md polyethylene film shall be apphed over FOUNDATION NOTES: ~ctor and Mason to review pi; ,ns, elevations, dc ghts of finished floor{s) abev. typical grade n undisturbed (wrgm) so~t ~lon jotnt matehal between cz 3crefs slabs and ~ ~alls being attached to exlstin ~ concrete sfructl 3ar, 18" long at 12" o.c. Use approved epoxy f )ted, all slabs on grade to be 2500 p.sJ COnCl ch thick All fill to be compac ed to 95% reiafiv, s) . provided with a minimum 18 x24 access oper 3n vent for every 150 sq. ff. c area. of foundation with bituminou; coating as per s, ~struction Code. A 6-md poly* Ihylene film shall ~ of exterior walls prior to backfilling. Drainage as per section R405 of N.Y S. Resldenhal Construction Cede. FRAMING NOTES · All framing techmques and methods as prescriptwe design of (AF & PA) Wood Frame nd Two Famiiy Dwellings (WFCM); or as specified in R301 2 1 1 2) Unless othenv~se noted, all framing and structural wood matenal to be #2 + BTR Doug as F~r. 3). Floors, walls, ceihngs and rafters to be spaced at 16 inches o.c unless noted o herwise 4 Unless atherwise noted, all beanng wall headers to be (2) 2x10 #2 + BTR. Douth F~r- Bearing wall headers to have (2) jack studs and 2 fu cng h suds on each side of all openings LVL headers to have (3) jack studs and {2) full length studs on each side of openings. Beanng wall window sills shal~ also have (2) window sill plates for 2x4 wall openings between 4'1 and 6'0 and 2x6 wall opemngs between 5'11 and 8~J. ProvKle fire and blocking where applicable ,. All flush beams/headers to be installed w~th heavy duty galwnized hangers and )~icable to al~ connecting joists. 6. Double up floor gists under wails that run parallel to the floor joist and under bathtubs Floors to have ceramic tile installed shall be verified for proper gad capacity unless noted on plans ~. Provide blocking/bridging in floor joists at 8'0 o c. Use solid blocking ~n goer joists walls. ~. Provide insulation baffles at cave vents between rafters Install draft blocking as Unless otherwise noted, all mots and wails to have a minimum 1/2" thick, 4-ply Fir Ig grade plywood Plywood to cover over plates and headers. 10}. Unless otherwise noted use 5/4' thick T&G PTS Fir or Advantech plywood subfloor 3 PL400 adhesive and screwed to floor jo~sts Finished floor to be ~nstalled per manufacture's instructions. AI~ bathroom to have 112" thick moisture-resistant sheetrock, Garage walls and s and over furnace to have 5/8' thick type-x sheetrock, All other pads of budding ~r 1/2" sheetrock. All walls to be taped and finished 12). All roof with a pitch less than 4:12 shall be installed w~th an Ice & Water burner or Flat roofs shall be apphed w~th a Fiberglas base sheet with an EPDM 13). All sdl plates and wood in contact with concrete to be pressure treated. S~II plates to be installed with a foam sdl gasket and cop-r-tex tanmite shield or approved equal WIND FRAMING NOTES 1). RIDGE-TO-RAFTER ASSEMBLY' 1-1/4" x 20 gauge strap shall be attached to each pa~r of rafters in accordance to table 3 4 When a collar tie is used m leu of a ndge strap, the number of I Od common nails required in each end of the cellar tie need not exceed the tabulated number of 8d nails in the strap 2) RAFTER-TO-WALL ASSEMBLY' Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in accordance to table 3 3 When a rafter or truss do not fall m hne with studs below, rafters or trusses shall be attached to the wall top plate and the wall top plate shall be attached to the to the wall stud with uplift connections Roofs overhanging the rake s~de of the building shall be connected with uphft connections in accordance with table 3.3c. 3), WALL-TO-WALL ASSEMBLY Wall studs above and studs below a floor level shall be attached wflh uplift connections ~n accordance with table 3.3b When wall studs above do not fall in line with studs below, the studs shall be attached to a common member in the itoor assembly with uplift connectors in accordance with table 3 3, 4). WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the fuundahon, sill plate, or bottom plate w~th uplift connectors. Steel straps shall have a minimum embedment of 7 inches ~n concrete foundation and slab-on-grade, 15 roches m masons/block foundahons, or lapped under ithe plate and nailed in accordance with table 3.3b. When steel straps are lapped under the Iboftom plate, 3 tach square washes shall be used with the anchor bolts. Anchor belt ,spacing is to be spaced and sized in accordance to table 3.2a· In add,ben to spacing, anchor belts are to be spaced between 6-12 roches from the end of a sill plate and all TYPE I EXTERIOR SHEARWALL CONNECTIONS: pe I exterior shear walls with a minimum of 7/16 inch wood st~ctural panel on the exterior ~n nails at 6" o.c. at the panel edges and 12" o.c in the fieid, and on the interior attached w~th 5d cooler nails at 7" o c at panel .~dges and 10" o.c. in the field shall be in accordance with the length requirements specified n table 3.f5a-b 3)· TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type II exterior sbaarwalls shall meet the requirements of table 3.15a*b times the appropnate ength adjustment factors in table 3 16 r). INTERIOR SHEARWALL CONNECTIONS ~,llowable s~dewalt lengths prowded ~n table 3 14 shall be permitted to be increased when nterior shearwalls are used Sheathing and connections shall be in accordance with -~ 4 4 2 and 2.2.4 msbechvely. 5), CONNECTIONS AROUND EXTERIOR WALL OPENINGS DECK AND COVERED PORCH NOTES: ~). Deck joists to have blocking at 8'0 o.c.. 5) A minimum of 10 inch flashing shall be installed ibetween the budding and ledger Ledger to be fastened to building with 1/2" d~a. bolts with washers and nuts #here needed $). Concrete p~ers shall be a minimum 6" above grande. 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored girder(s). · Covered Roofs shall bo assembled and anchored the same manner as a [ypical building. PLUMBING NOTES e and venting to be ~nstalled as per N.Y.S, Residential Venfy septic system w~th the Engineer for Suffolk County Health Department approval . If wall studs, plates or jo~sts are cut out dudng installation for any plumbing related work, )lates to protect and secure the structure. Venfy with the and manufactare's recommendation for maximum hole s~ze and spacing permitted HVAC SYSTEM NOTES 1 ). Mechanical subcontractor is responsible for adheadng to all appficable cedes and safety requlremen s. 2). HVAC subcontractor is to fully coordinate all sys,tem data and requirements with the equ pment supp leT. . HVAC subcontractor to provide final system layout drawing and submit ~t to the General wner for final review and approval. ELECTRICAL NOTES: All electrical to be installed as per N.Y.S. Residential Construction Cede. All electrical work shall be approved by a qualitied Unde~wcter Install Smoke detectors and Carbon Monoxide detectors throughout as per sechon R313 N Y.S. Res~benfial Construction Code. ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THESE pLANS AND CHECKING THEM FOR ACCURACY, THE CONTRACTOR MUST CHECK ALL DETAILS AND DIMENSIONS AND SE RESPONSIBLE FOR THE SAME FOR ALL GOVERNING CODES AND BUILDING PRACTICES. THESE DRAWINGS CONFORM TO GENERALLY ACCEPTED BUILDING PRACTICES; HOWEVER STATE AND LOCAL CODES VARY WIDELY THE DESIGNER SHALL NOT BE HELD LIABLE FOR ANY ERRORS ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES. DO NOT SCALE DRAWINGS, USE ONLY THE PRINTED NAILING SCHEDULE ROOF FRAMING: NAIL NAIL OINT DESCRIPTION NOTES QTY· SPACING RAFTER TO 8' WALL 3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL· 4-8d COMMON RAFTER CEILING JOIST 8' WALL 3-8d COMMON EACH TO TOP PLATE 10' WALL: 4-Sd COMMON JOIST TOE-NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SSC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM * SBC LAP NAiL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SSC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END NAIL RIM BOARD EACH END 2 - 16d COMMON TO RAFTER END NAiL WALL FRAMING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING NOTES TOP PLATE TO PER FACE NAIL TOP PLATE 2 - 16d COMMON FOOT SEE NOTE. 1 TOP PLATES AT JOINTS FACE 4 - 16d COMMON INTERSECTIONS hA, SiDE NAIL STUD TO 2 - 16d COMMON 24" FACE STUD D.C. NAIL HEADER TO 16d COMMON 16" O·C. FACE HEADER ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD - 16d COMMON PER 2x6 STUD NAIL BoTroM PLATE TO' PER FACE NAIL FLOOR JOIST, BAND JOIST 2 - 16d COMMON FOOT SEE NOTE: 1,2 END JOIST OR BLOCKING PLAN CONTENTS: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL BUILDING USE R£S~'DENTZAL DWELLZNG 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 ~_nd_T_wo Family Dwelhngs FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES EXT BALCONIES 66 DECKS 40 ATTICS wig STORAGE 10 ATTICS w/STORAGE 20 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 SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE FIRE PROTECTION Sym.' I (SMOK_E & Co DETECTORS) ~I SEE__ FLOOR PLANS TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK (latest version) CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS FLOOR FRAMING: s.ow SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT JOINT DE ;CRIPTION 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE f I NONE - JOIfl r TO , SILLTOPP~rEORGIRDER 4-, ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: BRI[To. OISTGING 2 -, NAIL SPACING INAIL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLO~ :KING TO, OIST 2-, 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O C 8d COMMON @ 6' O.C INTERIOR ZONE 8d COMMON @ 6" O.C 8d COMMON @ 12" O.C S~.--- BLOC~ lNG TO. SILL OR * DP PLATE 3 - 1 LEDGE { STRIP ~ABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C 8d COMMON @ 4" O C TO I ,EAU 3-~ NOTES JOIST el I LEDGER TO I ,EAU 3 - THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, BANE JOIST TO, OIST 3 - 1 t ). For roof sheathing w~thm 4 feet of the pedmater edge of the roof. including 4 feet on each s~de of the roof peak, SAND J )IST TO' the 4 foot pedmetar edge zone attachments required shall be used SILL OR ' DP PLATE 2 - 1 2). Tabelatad 12 inch o,c. na~l spacing assumes sheathing attached to rafter / truss framing members w~th G>0.49, ROD F S H hATH I N G: For framing members with <0 42<G<0.49, the nail spac,ng shall be reduced to 6 inches oc NAIL NAIL JOINT DESCRIPTION QTY SPACING 3) Tabulated 4 inch o.c. nad spacing assumes sheathing to rafter / truss framing members w~th G>0.49 For STRUCTURAL PANEL 8d WFCM SBC framing members with 0 42<G<0 49, the nail spacing shall be reduced to 3 inches o.c. ^SPERTASLE 6 WALL SHEATHING REQUIREMENTS FOR WIND LOADS: CEILING SHEATHINg: NAIL SPACING NAIL SPACING AT INTERMEDIATE NAIL NAIL JOINT DESCRIPTION QTY SPACINE NOTES JOIST TO PER TOE 4 - fid COMMON SILL, TOP PLATE OR GIRDER JOIST NAiL BRIDGING EACH TOE 2 - 8d COMMON TO JOIST END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING TO· EACH TOE SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL LEDGER STRIP EACH FACE 3 - 16d COMMON TO BEAM JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL BAND JOIST 3 - 16d COMMON PER END TO JOIST JOIST NAIL BAND JOIST TO' 2 - 16d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT ~EE NOTE. 1 NAIL SPACING YAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O C 8d COMMON @ 6' O.C SEE NOTES, 1,3 INTERIOR ZONE 8d COMMON @ 6" O.C 8d COMMON @ 12" O.C SEE NOTES: 1 { BOTH FIELDS) NOTE: 2 FOR PANEL FIELD SABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C 8d COMMON @ 4" O C SEE NOTES. 1,3 SHEATHING LOCATION AT PANEL EDGES SUPPOIRTS IN THE PANEL FIELD NOTES JOINT DESCRIPTION NAIL NAIL QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6" O,C 8d 'COMMON @ 12" D.C. SEE NOTES 1, 3 ( BOTH FIELDfl GYPSUM 5d COOLERS 7" O C EDGE" NOTE' 2 FOR PANEL FIELD 10" O C FIELD INTERIOR ZONE fid COMMON @ 60,C. 8d ,COMMON @ 12" O·C. SEE NOTE 3 WALLBOARD WALL SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING STRUCTURAL 8d COMMON AS PER TABLE 3.9 PANELS WFCM - SBC 7/16" OSB 6d COMMON 3" O·C EDGE PLYWOOD 6" D.C. FIELD GYPSUM 5d COOLERS 7' O C EDGE WALLBOARD 10" O.C, FIELD FLOOR SHEATHING: NAiL NAIL JOINT DESCRIPTION QTY SPACING 1 ' OR LESS 8d COMMON 12' O C. FIELD STRUCTURAL PANELS 6" D.C. EDGE NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1 ). Naihng requirements are based on wall sheathing nailed 6" on-center at the panel edge. if wall sheathing ~s nailed 3" on-ceater at the panel edge to obtain higher shear capac~ies, naihng requirements for structural members shall be doubled, or altumafs connectors, such as shear plates, shall be used to maintain load path. 2). When wall sheathing ~s continuous over connected members,the tabulated number of nails shall be permitted to be reduced to1 - 16d nad per foot NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED iN SCHEDULE NOTES ONLY 1 ). For wall sheathing w~thm 4 feet of the comers, the 4 foot edge zone attachment requirement~ shall be used 2) Tabulated 12 inch o·c· nail spacing assumes sheathing attached to stud framing members w~th G>0.49. For framing members with 0 42<G<, the nad spacings shall be reduced to 6 inches o.c 3), For extenox panel s~ding, galvinized box nails shall be p,ermitted to be substituted for common nads NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1), PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2} USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL I - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR Section R602 ~ - FIRESLOCKING REQU[RED Fireblockmg shell be provided to cut off oil conceoled drof~ openings (both ver"hc=l end horizontol} end to form on effective fire boTTler between stories, end be%veen o top story end the roof spoce F~reblockmg shell be provided m wood-frame constr[~ction in the following Iocot~ons. !). in concealed spoces of stud wells end part~tmns, including furred spoces, {3t the ceiling end floor levels. Conceoled homzontol furred 5poces shell else be flreblocked et rntervols not exceeding 10 feet Bol~ts or blonkets of mmerol or gloss fiber sh~fl be ollowed os fireblocking in wells constructed using porollel rows of studs or stoggered studs 2}. At rdl mterconnectrbns be%yeah conceoled vet-fico~l end hor~zontol spoces such es occur et soffits, drop ceilings end cove ceihngs 3). in concected spoces between steer stringers et the top end bo"H'om of the ~un. Enclosed spoces under stems shell comply with Sectmn R3! ~..2.2, N .Y.S. Res~dent~QI Code. ~-). At open~ngs ground vents, p~pes end ducts et ceihing end Boor level, to resist the free possoge of flame end products of combustmn. 5). For the flreblocking of chimneys end fireplaces, refer to Section R1001.16, N.Y.S. Residential Code, Z © iMarch 19, 2011 SCALE: 1/4" = 1'-0' SHEET NO: