Loading...
HomeMy WebLinkAbout36542-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 5/15/2012 CERTIFICATE OF OCCUPANCY No: 35597 Date: 5/15/2012 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: ACCESSORY 290 Wabasso Street, Southold, Sec/Block/Lot: 78.-3-44 Filed Map No. conforms substantially to the Application for Building Permit heretofore 7/5/2011 pursuant to which Building Permit No. was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory one car garage as applied for. Lot No. filed in this officed dated 36542 dated 7/6/2011 The certificate is issued to Connolly, Michael & Rosemarie (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 36542 11/18/11 Town of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 5/15/2012 No: 35598 Date: 5/15/2012 Location of Property: SCTM #: 473889 Subdivision: THIS CERTIFIES that the building ALTERATION 290 Wabasso Street, Southold, Sec/Block/Lot: 78.-3-44 Filed Map No. conforms substantially to the Application for Building Permit heretofore 7/6/2011 pursuant to which Building Permit No. Lot No. filed in this officed dated 36543 dated 7/6/2011 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: existing attached garage altered to living space in an existing one family dwelling as applied for. The certificate is issued to Connolly, Michael & Rosemarie (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 36543 11/18/11 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 #: 36542 Date: 7/612011 Permission is hereby granted to: Connolly, MiChael & Rosemarie 290 Wabasso St Southold, NY 11971 To: Construction of a New Accessory Building; One Car Garage, as applied for. At premises located at: 290 Wabasso Street, Southold SCTM # 473889 Sec/Block/Lot # 78.-3-44 Pursuant to application dated To expire on 1/4/2013. Fees: 7/5/2011 and approved by the Building Inspector. CO - ACCESSORY BUILDING ALTERATION OF ACCESSORY BUILDINGS Total: $50.00 $244.00 $294.00 Building Inspector 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 #: 36543 Date: 716/2011 Permission is hereby granted to: Connolly, Michael & Rosemarie 290 Wabasso St Southold, NY 11971 To: Alterations to a Single Family Dwelling; Garage Conversion to Family Room, as applied for. At premises located at: 290 Wabasso Street, Southold SCTM # 473889 Sec/Block/Lot # 78.-3-44 Pursuant to application dated To expire on 1/4/2013. Fees: 71612011 and approved by the Building Inspector. CO - ALTERATION TO DWELLiNG SINGLE FAMILY DWELLiNG - ADDITION OR ALTERATION Total: $50.00 $331.60 $381.60 Building Inspector ~orm NO. 6 TOWN OF SOUl'OLD 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. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: I. Accurate survey of Property showing all property lines, streets, building an6 unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate o£ Occupancy is denied, the Building Inspector shaIl 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. Ce~ifieate o£Occupancy on Pre-existing BuiIding - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate o£Occupancy- $50.00 · 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: / Date. Old or Pre-existing Building: House No. Street (check one) eT-et en_-D Hamlet Owner or Owners of Property: Date of Permit. Filed Map. Lot: Applicant: Underwriters Approval: Suffolk County Tax Map No 1000, Section Subdivision Permit No. Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Final Certificate: (check one) · ~t Signatu(67 - Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY l 1971-0959 Telephone (631) 765 1802 Fax (631) 765-9502 ro.qer, richert~town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTItOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: M&R Connolly Address: 290 Wabasso St City: Southold St: NY Zip: 11071 Building Permit #: 36542--36543 Section: 78 Block: 3 Lot: 44 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: EECO Electric Corp License No: 2816-me SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Servicelph ~ Heat ~ DuplecRecpt ~ CeilingFixtures [~ HIDFixtures Service 3 ph Hot Water GFCl Recpt Wall Fixtures ~ Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures ~ CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture ~.~ Pumps Transformer Appliances Dryer Recpt Emergency Fixtures~ Time Clocks Disconnect Switches Twist Lock Exit Fixtures L_J TVSS Other Equipment: detached garage and conversion of attached garage to living space Notes: Inspector Signature: Date: Nov 18 2011 81-Cert Electrical Compliance Form [ ~~~T ~0N 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]FRAMING / STRAPPING [ [ ]FIREPLACE & CHIMNEY [ [ ]FIRE RESISTANT CONSTRUCTION [ ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELEC'rRICAL (FINAL) TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]/~,UGH PLBG. [ ]//~DUNDATION 2ND [j/]~INSULATION [~J~ FRAMING/STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESlSTAI(I' FENETRATION ELECTRICAL (ROUGH) I ] ELECTRICAL (FINAL) DATE /~ INSPECTOR INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING/STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. [, ],~NDATION 2ND [~ATION FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (R~GH) [ ] ELECTRICAL (FINAL) REMARKS: / INSPECTOR~/~- DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROU~,H~LBG. [ ]FOUNDATION 2ND [ ~'INSULATION [ ]FRAMING/STRAPPING [ ] FINAL [ ]FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [,r,,~FIR~ESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROU~PLBG. [ ]FOUNDATION 2ND [ ]~OLATION [ ]FRAMING/STRAPPING [~/~ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) . [ ] ELE~R~AL (FINAL) REMARKS: ~ ~~~ ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND [ ] ROUGH PLBG. [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] IN~LATION [D,~NAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) DATE INSPECTOR ~~~TOWN OF SOUTHOLD BUILDING DEPT. //~') ~/ · 765-1802 INSPECTION [ ] ROUGH PLBG. [ ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) REMARKS: DATE '_~_~ INSPECTOR ~-~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-t802 INSPECTION [ ] ROUGH PLBG. [ ]FOUNDATIONIST [ ]IN~~_ TION [ ] FOUNDATION 2ND [ ] FRAMING/STRAPPING [~J*FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRI.CAL (ROUGH) ~ [ ] ELECTRICAL (FINAL) REM~KS. ~ ~.~ STA~ ~ CODE TOWN OF SOUTHOLD BUILDI~NG DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. North Fork.net BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, betbre applying? PERMIT NO. ~b--~-]-~~/~ Board of Health 4 sets of Building Plans Planning Board approval Survey Check -t Septic Form ~ ~;~.~..._ N.Y.S.D.E.C. .~ ,~-~'/'~3 Trustees Flood Permit Single & Separate Storm-Water Assessment Form Contact: ,20 ti Mail to: Phone: ~--~?~~ Building Inspector APPLICATION FOR BUILDING PERMIT d B~ Date ~- / ,201~ ~ pp ~catim~UST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to a~ioining premises or public streets or areas, and waterways. c. Tbe work covered by tbis application may not be commeoced befbre issuance of Building Permit. d. Upon approval of this applicatiom the Building Inspector will issue a Building ~ennit to the applicant. Sucb a permit shall be kept on [be premises available for inspection througbout the work. c. No boilding shall be occopied or used in whole or in pa~ IBr any purpose what so ever until the Building Inspector issnes a Ce~ificate of Occupancy. f. Every building pemfit shall expire if the work authorized has not commenced wiflfin 12 montbs a~er the date issuance or bas not been completed within 18 months from such date. If no zoning amendmems or otber 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 tbe issuance ora Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suflblk County, New York. and other applicable Laws, Ordinances or Regolations~ for tbe constroctioo 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 fbr necessa~ inspections. .,TaSo,,l c. t..tF_o,/,,VO , -t'-Md__ (Signature of applicant or namte, i~a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~ {C ~ ~-.-'"'{--- It' a~c~_~.~ authorized // (Name and titJe"],~'fcorporate officer)' ~}/mbers License No. - Electricians License NoT. )ther Trade s L~cense No. (As on the tax roll or latest deed) officer Location of land on which proposed ~vork will be done: House Number Street Hamlet County Tax Map No. 1000 Section 7 0~) Block C) ~ Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building V Addition Alteration Demolition Other Work Repair Removal 4. Estimated Cost ~ 5. If dwelling, number of dwelling units If garage, number of cars (Description) Fee (To be paid on filing this app~ic.ation) Number o5 dwelling units on each floor p//t°/'' 6. If business, commercial or mixed occupancy, specitS' nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height_ Number of Stories Dimensions of same structure with alterations or addition[,: 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 Name of Architect Name of Contractor Address Phone No. Address Phone No Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a tYeshwater wetland? *YES__NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO__ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, [bust provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES __ · iF YES, PROVIDE A COPY. NO STATE OF NEW YORK) SS: COUN,V (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) being duly sworn, deposes and says that (s)he is the applicant CONNIE D. BUNCH Notary Public, 8rate of New York ~ ~IRtJ~I~ Qualified in Suffolk County Commlsslo~ Expires April 14, of said owner or owners, and is duly autborized to perform or have performed the said work dud to make and file this application; that all statements contained in this application are true to the best of his knowledge dud belief; and that the work will be performed in the mauuer set forth in the application filed therewith. Sworn to before me this J~" day ol~::~t~ 20 [ i Notary Public SiC'of Applicant Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM ~.N__ D~NAGE ~B KRYLON ~ pW SCOPE OFWO~ - PRO~S~ CON~UCi'iON ~'11~ ~/ wo~S~ ~ ~ of W~ ~ P~ ~) ~ by a T~ (~ I~ ~ln~l m ~? · ~n ~ Site Im~emen~ a~ ~e ~t ~a~ of Item shall I~u~ all ~ ~e C~ a~ g~ b~ a ~ ~ ~ ~ s,e e~ion and sto. ware, discha,es. ~,s _ item must ~ main~in~ ~mughout ~e En6re C~ Pe~. 4 ~" ~b Pr~ R~ire any Land Fifiing, Grading ~ ExisUng Grade Involving more ~an 200 CubFc Yards of Material within any Parcel? 5 ~11 ~is ~Pli~6on R~uire Land Disturbing A~ivities (5,0~ S.F.) Square Feet ~ Ground Su~? 6 Is ~ere a Natural Water Coume Running ~gh ~e Site? Is ~is Project within ~e Trustees judsdi~ion ~ ~ ~ ~ ~ ~ ~ ~ ~a~ ~ ~ m I~ ~[n ~ TO~ R~ht~f-Way ~ R~d S~M~ ~'AqZ OF N~ YO~ ~ f~ f' t~ . ~oI~ v~, olule ~ ~uw York Oua~ in Surfak ~d ~t h~she is ~e ...~.~~ ~er ~or ~presenm6ve of~e O~er or O~en, ~d ia dMy au~o~d m ~ffo~ or have ~ffo~ed ~e ~d work ~d m~e ~d file ~s applica6on; ~t ~l s~tem~ ~n~cd ~ ~ appfi~fion ~e ~e ~ ~e ~t of~ ~owledge ~d ~fief; ~d · at ~e ~rk ~H ~ ~ffo~ed in ~e m~ner ~t fo~ M ~e appli~fion filed here~. Sworn to ~fore me ~s; ............ .................... ......................./ / FORM - 06/10 Towa Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971.-0959 Telephone (~1) 765-1802 · (621) 7 5 ro.er.. he.dt &.o g knv.u BUILDING D F-,PARTMF~NT TOWN OF $OUTHOLD APPLICATION FOR ELECTRICAL INSPECTION BY: Company Name: Name: Date: License No.: Phone No.: *l ' ' JOBSITE INFORMATION: ( nd~cates required information) *Name: ~'~"~P~t'"""t~ ~ ~-'~'~"~ ~5~J~ *Address: ~.O ~~ ~. 'Cross Street: *Phone No.: Permit No.: Tax Map District: 1000 Section: "7ac) *BRIEF DESCRIPTION OF WORK (Please Pdnt Clearly) Block: 05 Lot: (Please Circle All That Apply) *Is job ready for inspection: *Do-you.need a Temp Certificate: Temp Information (If needed] *Service Size: 1 I=hase *New Service: Re~nnect Additional Information: YES / NO Rough In Final YES / NO 3Phase 100 150 200 300 350 400 Other Underground Number of Meters Change of Service Overhead ,PAYMENT DUE WITH APPLICATION P.O. Box 1179 ~ ~ 11~1~59 Telephone (631) 765-180~ ro ..... ~ (6~O 7~ ,ger. ncnert~toWh.soumo~,ny, LLq BUn ~ING DEPARTMENT TO~N' OF APPLICATION FOR F~ ~CTRICAL INspECTION Company Name: c~__oo ~-~; 4 C l',I~d . ne~.: ~ ~ u ~ ' 8OBSI~ INFO~ATION:. (*lndi~t~ requJ~ info~atJon) 'Name: ~;~a~ ~m~i I ~ ~ne No.: ~ ~ T~,~p DiSH~ ~0 S~Jon: ~ ~- Block: ~ Lot: ~RIEF DESORI~I~ OF WO~ (Pl~se P~nt Oleady) (Please Circle All That Apply) *Is job ready for inspection: *Doyou need a Temp Certificate: Temp Information (If. neede~ *Service Size: 1 Phase ~New Service: Re-connect Additional Information: YES/(~ Rough In Final YEs 3Phase 100 150 200 300 350 .400 Othar Underground Number of Meters Change of Servioe Overhead PAYMENT DUE WITH APPLICATION for Inspection Form '1 Town Hall Annex 54375 Main Road P.O. Box I 179 Southold, NY I 1971-0959 Telephone(631)765-1802 Fax(631)765-9502 November 22, 2011 BUILDING DEPARTMENT TOWN OF SOUTHOLD Jason Leonard PO Box 1528 Southold, NY 11971 Re: Connolly, 290 Wabaso st., Southold TO WHOM IT MAY CONCERN: The Following Item(s) Are Needed To Complete Your Certificate of Occupancy: **Please note the Building Inspector will need to come out and do a final inspection to make sure ground cover has been put down. __ Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $50.00. __ Final Health Department Approval. __ Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. (Town Trustees #765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. - Bob Fisher Final Landmark Preservation approval. BUILDING PERMIT: 36542 - Accessory Garage & 36543 - Garage Conversion Town Hall Annex 54375 Main Road P.O. Box I 179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 April 23, 2012 BUILDING DEPARTMENT TOWN OF SOUTHOLD Jason Leonard PO Box 1528 Southold, NY 11971 RE: Connolly, 290 Wabaso St., Southold TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: *Please Note - The Building Inspector still needs to come out and do a final inspection to make sure ground cover has been put down, __ Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of $50.00. __ Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ 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: 36542 - Accessory Garage & 36543 - Accessory Garage Conversion BUILDING PERMIT EXAMINER CHECKLIST * ed view&: 7~,~-1[ Architec~ c~-.~ V O~ Estimated Cost: '-~'"~/1~ SCTM~ 1000 - 7g -- -~ -- . ~ Subdivision: ~ Zone: Conformiag?~ Property Adders: &~a W~~, City: ~ Pre COs? Building Permits (Open/Expired): BP__-Z/C/0 Z- , Info: BP__ -Z / C/0 Z- , Info: BP__-Z / C/0 Z- , Info: Single & Separate Search Required? Y o~Determination: KEQ. Lot Size: ACT. Lot Size: BP I -Z / C/0 Z- , Info: BP__-Z / C/0 Z- , Info: _. . . REQ. Lot Coy. __ ACT: Lot Coy. REQ. Front ACT. Front .,RE~Q Side -S-" .ACT. Side -ff,~"REQ. Rear PROP. Rear REQ. Height. A¢~C!. H.e~ht ./.~{o q R Eib, ,o'r, $1b~5 A ¢::T r , -- Project Description: ~p0Mo~_~2~ ~ o~/~/.2~q,, ~-~-4../ .,~,~ , Waterfront? Y o~N?~ - ~" ~9 / / -- ~ . If yes, water bod.~-~ Panel# Flood Zone: Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED Ckn~S('q..) $1GNEI~.,..q~'.n/_.E~ Suffolk County Health: Y If yes, *Bed#: *Date: / / *Permit#: Town Septic: - If no, certification required: Y or N Received: Y or N By: NYS DEC: ea~-n~c~nns Y o Date: / / Permit #: or NJ Letter- Notes: Southold Trustees: 'f o~- Date: Permit #: or NJ Letter - Notes: Southold ZBA: Y o~ - Date: Permit #: - Notes: Southold Planning: Y o~I/?- Date: Permit #: - Notes: T~own Landmark C of A: Y o~_' DTE: / *NYS CODE ~_ompliance (page 2)~r N oNTga-¢'t-~g klc~:-at_<~ DISA.BILI'ry LI~rBILIT~, ~/ol~.l~.nt~;S ~o,'4P~'At~,?-t-t~'f,'¢ Second~ ~ ~~' -~%'~+ Additional ~e ( )~ $.. Other: SF X ~,[~~ '/ SF X $, :$'~-- Total: ~F ~ L~' ~> ~'' ~0~ + ~itial Fee: $'~ -- LAS BNILT FEE ~ TOT~:$ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CKITER/A: · · Grotmtl Snow Load: ~.0. , Wind Speed; 120MPH Seismic Design Category." B . Weathering: Severe -Frost Depth: 36" __ Termite: M-H' Decay: S-M. Design Temp: 11 ·Iee Shield Underlay: YES . Flood Hazai'ds: USE/OCCUPANCY CLASSIFICATION: HEIGI:rr/FIRE AREA: .., TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/pREscRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEAJDERS: Y/N WALL STUDS: Y/N CEILING JOISTS: YhN FLOOR JOISTS: Y/Il LU1M[BER SPECIES AND GRADE: Y/N GIRD ERS: Y/N ROOF 1L~derERS: Y/N WINDOw AND DOOR SCHEDULE: .MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8% :¥/N XrENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: YfN PLUMBING RiSER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERT~ICATION: Y/N reRov CA CS ( sc Ecr,) TOTAL COMPLIENCE? Y/N (~TU~ TO rAGE ONE) N 84°21'00" E N/o/F GRACE M wEsT 30.75' 0.4% S 86'31'30" 09'N w N/o/F WILL1AM H. BURKHARDT 606' LiNK FENCE 02'N 04'W 123.,-8 NONO}d S OAD CD CD SURVEY OF PROPERTY SV TUA T£ LAUGHING WATER TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-78-03-44 SCALE 1"=20' JULY 10, 1998 JULY 24, 1998 CORRECTED S E FENCE LOCATION MAY 25, 2011 UPDATE SURVEY & ADD PROPOSED GARAGE AREA = 14,993 sq. ff. 0.344 Dc. CERTIFIED TO: FIDELITY NATIONAL TITLE INSURANCE NORTH FORK BANK MICHAEL W. CONNOLLY ROSEMARIE F. CONNOLLY COMPANY OF NEW YORK DRAINAGE SYSTEM CALCULATIONS: PROPOSED GARAGE ROOF AREA: 365 sq. ff. 375 sq. ff. X 0.17 = 64 cu. ff. 64 cu. ff. / 42.2 = 2 vertical ff. of 8' die. leochin9 pool required DRIVEWAY AREA: 800 sq. fl. 800 sq. ff. X 0.17 = 136 cu. ff. 136 cu. ff. / 42.2 = 4 vertical ff. of 8' dia. leaching pool required PROVIDE (2) 8' dia. X 4' high STORM DRAIN POOLS PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED N.Y8 L~c. No. 50467 Nathan Taft Corwin III Land Surveyor UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY lB A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF TH~S SURVEY MAP NOT BEARING THE LAND 5URVEYOR*S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF 10 THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LEND~NG INBTI TUTION CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. Successor To: Stanley J. Isaksen, Jr, L.S. Joseph A Ingegno L.S Title Surveys Subd~vislons -- Site Plans Construction Layout PHONE (631)727-2090 Fox (631)727 1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Moin Rood PO Box 16 Jomesport New York 11947 Jomesport, New York 11947 :31 0,9, ABBREVIATIONS SYMBOL KEY ADAM C. VOLOSIK ARCHITECT AD~ AREADRAIN MTD~ MOUNTED CONSTRUCTIONABOVE ,REScheck Software Version 4.4.1 s~..o,d,~ .97, '^DJus JUST*E MT. Compliance Ce ificate ALUMU ~UMINUM NA~ NUMBER ~ ~ FINISH, ROUGH OPENINGS (~NDOWS) EtFS~ELEC u ELECTRI~LE~ER[OE INSULTED FINISH SYSTEM SECTgsHT ~ BP~ FD, FLOOR D~IN FLR~ FLOOR STORU STEEL LEGEND 1 r ,,, ,N, A] au. TWO REQUIRED ' GALVI] GALVANIZED T&~ TELEPHONE L' , '-:J C~CRETE ~ NEQglREMENTSOFTHECODESOFNEW / INSUL,, INSU~TION, INSULTED WD ~ WATER CLO~ RETAIN STORM WA~R RUNOFF INT a INTERIOR W ow. LVR ~ LOU~R YD ~ INDICATES TIMED OR BY ~ ~T PRIDED W~H MAXD M~MUM Y~D m-~ ~ ] BLOCKING FR~I~U~ILSUR~ OF GENE~L NOTES: OCCUPANCY OR ELECTRICAL 1 ) ANY ERRORS, OMMISSIONS, OR CONFLICTS FOUND IN ANY PART OF THESE CONSTRUCTION DOCUMENTS I/yyyyyyyYl FINISHED ~ ]NSPEC~ON REqUIReD 5 ) VERIFY ALL BUILD,NG LOCAT,ONS AND CONe PAD ELEVATIONS Wl~ THE D~WINGS PR~R TO PROCEEDING DIMENSIONS OF EXISTING CONDITIONS OPPOSED ~ND OR SIMILE CONITIONS UNLESS O~ERWISE NORD. 12.) VERIFY ALL PRODUCT DIMENSIONS WI~ ~E ~UFAC~RER FOR PROPER FIT AND INSTAL~TION' CONSTRUCTION cou~c~ w~. ~[~ coals o[ DOCUMENTS uaw vo~ s~*~ ~ ~owu coa~s COVER SHEET AS REQUIRE~ GGNDiTiON~ OF / SPEClFICATIONS GENERAL CONDITIONS 1) The contractor is responsible for checking aft dimensions and conditions on the job. Where conditions prevent obtaining dimensions they should be checked by engineer. 2) Construction contractor and his subcontractors agree that in accordance with generafty accepted construction practices, construction contractor and his subcontractors will be required to assume sole and complete responslbiftty for job site conditions during the course of construction of the project including safety fo oll persons and property and that this requirement shall be made to apply continuously and not be limited fo working hours. Contractors agree to defend, indemnify and hold design professionals hormtsss from any and oft ftabiftty, real or afteged, in connection with the performance of work on this project. $) All work performed by the contractors shall conform to the requirements of local, municipal, state and federal laws os well as any other governing requirements, whether or not specified on drawings or in specifications. Contractor to be responsible for required inspection(s) of his work. The contractors shall notify the architect/engineer immediately if he cannot with the work called for on the drawings. 5) The contractors shall notify fha architsct/engineer of any discrepancies between fha drawings, notss, specifications and field conditions before commencing any work and request clarification. 6) Contractor to verify new work with survey. Contractor shall be responsible for culling, fitting or patching to complete work or make the ports flf together properly. 8) The contractor shall be fully responsible for the removal or replacement of damaged or defective material or poor workmanship. They shaft replace or repair as directed by the architect/engineer, all such damaged or defective materials, which shall appear within a period of two years from the dote of substantial completion of the job. The contractor(s) shall remove oft rubbish, waste matsriots and surplus materials that ore a by-product of their work. 10) Contractors shall provide aft necessary protection for his workers. 11) The construction drawings and specifications are supplied fo illustrate the design and the general type of construction desired and ore intended to imply the finest quality of construction, material and workmanship throughout. 12) The contractor(s) shall maintain a current and complete set of construction drawings on the site during oft phases of construction for use by all trades. 13) No changes or modifications to the work shaft be made without approval of the owner and/or architect/engineer. Failure to obtain this approval shall cause the contractor or sub-contractor to assume full responsibility for subsequent modification of the work required by owner or any regulatory authority. 14) The architect/engineer assumes no responsibility tar construction means, methods, techniques, sequences, or procedures or for safety precautions and progress in conjunction with the work. There are no warranties, nor any merchanfobftity of fitness, nor o specific use expressed or implied in the use of these plans. Ceiling beam sizes may have fo be increased for heavy storage oHics. I) Wood frame dwellings to be designed in accordance with the Building and Residential Code of New York State. Wind speed to be used is 120 mph. Exposure ft category to be used for urban, suburban or wooded and Exposure to be used for open and shoreline oreo& Earthquake Use Group I, Sits D, Seismic Design Category B. 2) These plans ore designed to meet or exceed the requirements of the Building and Residential Code of New York State. When building in other jurisdictions, variations or adjustments may be required. Verify any such requirements w th oco code or enforcement officers. The architect/engineer's certification applies only to this plan's conformance fha New York State Building & Residential Code. 4) Glozed openings must be protected with gloss, certified fo meet fha large missile test Ompacf-restsfonf) or with structural shutters with aHachment hardware provided. 5) Electrical work shall conform to notional electrical code (latest edition) and local codes. A minimum of one (1) smoke detector shaft be in bedroom areas and shall be hard wired and bo#ery backup. Contractor fo verify oti dimensions before starting. 7) If header sizes are not shown, contractor to contact architect/engineer. 8) Do not scale drawings. Follow dimensions only. 9) Contractor to verify to architect/engineer if lead based paint, asbestos, mo d or other hazardous substances are present before starting work. 10) Any oltsration, repair addition or conversion to an existing dwelling requiring a building permit requiring o building permit requires that oil sleeping rooms in the house be upgraded with hard-wired and interconnected smoke alarms. Contractor is responsible for aft flashings. Excavations deeper than 5' must be constructed according to 05HA regulations. Soft or sandy soils must hove of least o 1:1 slope. Hard or compact soils must hove at least 1:2 slope. 15) Grade property 5~ in first 10' from the building. Elsewhere fha site to be sloped away at 29[. Foundation wall to extend o minimum 8" above grade. 14) Under slab areas - after the service lines have been installed, aft plastic or copper lines should be properly bedded (cleon fill, no rocks) and tested for leaks prior to backfilling. All copper lines should be checked for dents or abrasions and wrapped in spftf foam insulation. 15) All trades that are installing piping under the slab must install color coded caution tope 12" above their work. Use red for electric, blue for wafer, green for sewer, yellow for gas and orange for phone/cable. Mark location of new work with color coded spray po nt offer trenches have been bockfgled. 16) Copper joints will not be allowed under the slab and must be placed in a waft manifold. ENERGY NOTES l) This construction conforms to Residential Code of NYS, Chapter 11 and the Energy Conservation Construction Code of NYS. 2) Model Energy Code compliance method and inspection checklist, enclosed using MECcheck software type Version 3.5 Release 1, REScheck Software. 3) A minimum of 1~ air space shall be provided between fha insulation and roof sheathing. CONCRETE SPECIFICATIONS 1) Interior and exterior footings, slobs, and wafts shall be 3000 PSI concrete unless otherwise noted. Footings below columns fo be 24"x24~x12" unless otherwise noted. 3) Contractor fo verify soil bearing capacity to be not less than 4000 PSF. No footings or slobs ore to be cost on uncontrolled fill, loose soil, organic material, frozen ground, mud, cloy or other unsuitable materials. If any of these situations are present it should be brought to the aNention of the engineer. 4) Contractor to verify existing and seasonal ground-water level. If level is within 2 feet of the boNom of fha basement footing the orohitect/engineer should be contacted. 5) Concrete shaft be oir-enirained with an air content not less than 59[ or more than 7~. 6) Concrete slump shall not be more than 5'. Engineer has approval to reject concrete if slump is larger than specified. 7) If concrets is delivered in on outdoor temperature lower than 40 degrees F it should be heated fo insure that it will arrive af the job site having a temperature of not less than 60 degrees F or greater than 85 degrees F. 8) If it looks as though the temperature of the ambient air will fall below freezing for $ consecutive days, cold weather concrete specifications will need to be followed. Contact Engineer if this is going to occur. 9) The addition of any admixtures fo concrete shall be approved by the Engineer. 10) Two concrete strength test cylinders, 6" in diameter by 12' shall be token from each truck delivery unless otherwise approved by the Engineer. Compressive strength tests to be taken for each day's pour exceeding 5 cubic yards. Two specimens fo be tested @ 28 days. 1 I) All tabors to be grade 60 KSI stsel and shaft be free of rust, scots and diri. 12) Aft tabors shaft be securely tied in place and adequately supported. All tabor splices to be minimum 40 bar diameter. Rebar shall be continuous through corners with splices located not closer than 3' from corners. 13) Aft footings are fo have their rebar placed no closer than 3' to the supporting soil. 14) No weight shaft be placed upon footings or walls until 7 days offer placement os long as the concrete strength has reached 2500 psi or by engineer's approval. 15) Contractor to notify Engineer for inspection of all tabor work prior to placement of concrete. 16) Concrete pours over 9' shaft be thoroughly consolidated by suitable means during placement using o mechanical vibrator, 17) Back filling against foundation shaft not fake place until first floor ion anchored fo foundation. Bockflft material shaft be cleon course sond. Equipment used for backfilling shall not come closer fo fha wall than fh~e height of the backfill. 18) All footings to rest on virgin undisturbed soil. If soil is disturbed, mechanical compaction to 95~ relative compaction in soil lifts not exceeding 6". 19) Concrete wall design assumes backfill is well drained. 20) Anchor bolts to be 5/8" x 12' "J" shaped, hot dipped galvanized or stainless steel located 4'on center unless otherwise noted and o maximum of 12" from all corners. Provide not less than two (2) anchor bolts on any one sill. Anchor bolts to have nut and washer tightened fo sill. Washers shay be o minimum of 3/16" x $' x 3' square plate washers unless otherwise shown. Bolts to be Iocotsd down fha center of the sill plate. Deviation of more than 1' will not be acceptable. A hot dipped galvanized or stainless steel 5/8' x tO" threaded rod con be substituted for anchor bolts by being epoxied into place using Simpson Acrylic Tie. 21) Contractor to verify with owner if damp-proofing or waterproofing is fo be provided on oll foundation walls and footing base that comes in contact with soil. 22) Provide (2) #5 tabors continuous reinforcing at top of oft foundation walls. Set tabors into concrete with on embedmenf of 3" fram the top and inside edge and the other bar 3" below fha upper unless otherwise shown. 2,t) Provide (2) //5 robots continuous reinforcing in wall footings placed from soil and 4' from outside footing edge unless otherwise shown. 24) (2) //5 robots to be placed on aft four sides of window and door openings and other large openings. Each end of the t~5 tabor to extend 2' beyond fha opening. 25) Stepped footing not to exceed 1' vertical for every 2' horizontal. Rebor to continue through stepped footings and bent through steps. 26) Pilasters to be 12' wide x 4 ~, deep and contain (2) //5 robots verflcafty tied to footing rebar and top of wall tabor. Vertical bars to be 2" off inside edges and hooked back to rebars in footing and upper wall. 27) All steel columns fo be bolted fo footings. 28) Steel column top plate to be minimum ~" thick and cover ali supporting members. Base plates to be 10' x 10" unless otherwise noted. 29) Concrete slab control joints fo be 1/4'" depth of slob and not exceed more than 25' center fo center spacing. Joints should be laid out fo forth floor panels as nearly square os possible not exceeding a ratio of 1-1/2 fo I. Joints con be either formed, tooled, saw cut or Zipstrip. 30) Welded wire mesh should be positioned in fha top 2" of the slob. Flat sheets to be used with on overlap of 1'. 31) Under the slob shall be placed 2' of sand over a vapor retarder - Fortiflber "Moistop Ultra A' (www. fortiflber, com). Contractor verifies that he has reviewed the installation guide for this product. 52) Sub-grade preparation under slob - The existing sub-grade should be cleared of fop soil and organic moiler and stockpiled separately. Pronounced soft and hard spots should be excavated and refilled and compacted with o soil similar fo fha surrounding soil. 3S) Granular fill, such as gravel or a mixture of sand and grovel shall be used as fill under the vapor barrier. If soil is disturbed, mechanical compaction to 95~ relative compaction in soil lifts not exceeding 8". 34) Curing of concrete slobs open to the elements is to be done by keeping fha slab wet and at tsmperafures between 40 and 70 degrees F or using a curing compound. 35) No vehicles shall be placed on the slab until the 28 day strength is achieved. FRAMING NOTES I) All framing lumber to be Douglas Fir //2 or belier in an S-Dry condition. 2) Aft sill plates that sit on concrete to be double 2x6 pressure treated. Fastening of rim board to sill to be 10d toe nails 6" on center. 3) Termite shield shall be either copper or COP -R-TEX and extend 1" minimum on each side of the concrete wall. Sill sealer to be used with this product. 4) Two rows of blocking to be installed every 4' along concrete walls where the first floor joists are running paroftel to the foundation wall The plywood floor is to be nailed info this blocking. 5) Fastening of exterior plywood to rim joists (box beam) and double top plates to be 2 rows of 8d nails 3" on center. Fastening of plywood to double sill plate to be 3' on center staggered into each 2x member. 6) Fastening of top and bottom plate on interior wafts to be (2) 16d nails every 12". Top plate fo be connected to ceiling joists or with blocking spaced not more than 12" on center with (2) 16d nails every 12". 7) All deck ledgers fo be Pressure treated 2x matsrioL Ledgers fo be attached with ~' lag bolts 12" O.C. top and boflom and located not closer than 2' from top edge. 8) All headers fo be (2) 2x12 or (2) I-3/4 x 11-7/8 microloms unless noted otherwise. 9) Double floor joists shall be located under all poraftel partitions unless noted otherwise. Spacing between floor joists should allow for plumbing in plumbing walls. 10) All floor joists must be restrained at the ends to prevent rotation by either a rim joist, end blocking or joist hangers supporting the depth of fha joist. I1) Floor plywood to be glued and nailed to floor joists 4" on edges and 6" in field with 8d common nofts. 12) All walls over 8' high fo be blocked 0 mid-span. I$) All post widths to be as wide or wider than multiple member width that it is supporting. 14) 2x6 strong backs (2) on oft ceiling joists 8' O.C., unless the ceiling is an engineered floor I-joist. 15) Splices of top plates shall not be closer than 6'. Studs to fall under oft splices, top and boffom. Studs to line up verticofty with roof rafters wherever possible. 16) All gable end walls to be balloon framed unless otherwise shown. 17) Exterior wall ply to cover roof top plate completely and be nailed with 8d common nails 3" on center, staggered into both fha top and bottom plots. 18) All roof and wall plywood to be nailed with 8d nails 4' O.C. on edges and 6" in the field unless otherwise notsd. HoB heads shall not penetrate surface of plywood. Nail Guns need to be set fo the proper pressure. 19) Exterior plywood shall be continuous over oft plate to plate and plate to rim board interfaces and may butt together of mid-depth on rim board. Exterior plywood fo run continuous from sill plots over rim joist to studs. 'L" shaped plywood fo be placed around upper window and door corners. 20) Three rows of blocking to be installed every 4' along gable rake walls. The plywood roof is fo be nailed info this blocking. 21) All roof rafters to be connected fo fop plate with Simpson H2.5 or H2. SA hurricane ties unless otherwise shown. Hip rafters to be tied to fop plate with Simpson HCP4 (double hip) or HCP1.81 (single hip). Note that portiofty enclosed structures shaft use a Simpson HIO hurTicane fie. 22) Interior shear walls to be ~" plywood both sides, nailed with 8d nails O.C. on edges and 6" in field with oft edges blocked and nailed unless otherwise noted. 23) All exterior columns to have condnuous galvanized metal straps from girder below to girder above. Straps to be Simpson CS 16 and connected with (11) 1Od common nails each end. 24) Columns resting on concrete fo be connected at the base concrete with a Simpson Post Bose fastener and the top with a Simpson type Post Cop with (12) 10d nails each end. 25) Bored or holes or notching in studs shall not exceed 25Yg of the stud depth. If hole or notch is between 409[ and 60~ of the stud depth than fha stud shall be doubled. 26) Contractor verifies that he has reviewed the installation guide for the engineered wood products for this project. 27) First floor I joists to have (4) 10d nails installed in its' botiom flange to the double 2x6 sill plate. 28) When engineered floor I-Joists are used, rim joists fo be Timberstrand I-I/4" LSL rim board or 1 ~" Microlam LVL. 29) TJI Joists lo have solid blocking and web stiffeners, when above walls or posts s8 directly above. 30) Web stiffeners fo be 5/8" on TJI 110 joists, 7/8" on 230 joists and 360 joists and 2x4 for 560. I/8" gap to be left of the top between stiffener and flange of joist. 31) Two or three Microlam LVL's shall be connected with $ rows of t6d nails 12' O.C. Four Microlam LVL's shall be bolted with 2 rows of ,~" bolts @ 12' 32) Web stiffeners to be installed on cantilever TJfs 0 support points. 33) Do not bevel cut I-Joist beyond the inside face of support. 34) Full width engineered lumber can be substitutsd for (2) or (3) members of the same type lumber. 35) Hangers ore shown on plan. Contractors to consult architscf/engineer if hanger is not shown in drawings. Contractor verifies that he has reviewed Simpson "Wood Construction Connectors" catalog for fastening details. 36) Contractor fo provide roof ventilation net open area equivalent to 1/300 of the attic floor area provided a vapor retarder is insfofted on the worm side of aHic ventilation. 37) Contractor to provide crawl space ventilation openings to be not less than 1/1,500 of fha under floor oreo where o vapor retarder and openings placed to provide cross ventftotion. Ventilation not required when ground surface is covered with an approved vapor retarder, the perimeter walls are insulated and the space is conditioned. 38) Ceiling joists used or collar beams fo be nailed with (8) lOd common nails at the joist rafter connection unless otherwise shown. 39) Floor to floor tsnsion ties (Simpson CS 20 x 36") to be installed every $2" around house perimeter holding second floor studs to first floor studs unless otherwise shown. Portiofty Enclosed Buildings to hove floor to floor tension ties every stud. Tension ties to be Iocotsd on each side of door or window openings over 4' and within 2' from aft corners unless otherwise shown. (9) 8d nails to be insfofted at each end. 40) Double LVL's or dimensioned lumber shall be installed around oft fireplace, stair openings and skylights with connector hardware. 41) Cathedral or vaulted ceilings to have air-venting baffles on underside of roof running continuous from soffit to roof vent. 42) All crickets to hove minimum pitch of ,~' per foot. 43) Joist hangers shall be used on oft flush headers. 44) All framing on or near water should be fastened with hot dipped galvanized or stainless steel nails and fasteners. 45) All exterior walls to be 2"X6~ - 16" o.c. construction all interior wafts to be 2"X4" - 16" .c. construction 46) All subfloors to be ~" T&G APA rated plywood. All wall sheafing to be ½' CDX APA rated plywood. FOUNDATION DRAINAGE & WATERPROOFING Site to be sloped away from house ~" per foot for 10'. Foundation wall waterproofing to be Tuff-N-Dry STRUCTURAL STEEL Code for fabrication to be American Institute of Steel Construction (AISC) 9th Edition. WINDOW & DOOR SPECIFICATIONS Windows and doors are to meet or exceed fha specifications listed below: NFRC certified and labeled. Window and Door Manufacturers Association (WDMA) 1.S.2. California Energy Commissioners (C.E.C.) Air Infiltration Standards. Maximum U-Factor rating of 0.33. Maximum Solar Heat Gain Coefficient of 0.26. Minimum Visible Light Transmiffance Rating of 0.53. Residential Code of New York State, Design Pressure (DP) rated per Table R$01.2 (2) for 120 miles per hour $ second gust for walls in zone 4 & 5 for exposure C (enclosed). All windows fo achieve a minimum DP rating of 50. Residential Code of New York State, Section R613 Exterior Windows and Glass Doors (enclosed). Glazing that receives positive external pressure shall be impact resistant or protected with an impact resistant covering or building designed as a partially enclosed structure. BATT INSULATION: R-30 @ ALL ROOFS AND CEILINGS. R-t9 @ ALL EXTERIOR WALLS. R-21 @ ALL INTERIOR FLOORS ROOFING: I. ROOFING TO EPDM RUBBER ROOFING OVER TAPERED INSULATION BD. EXTERIOR DOORS AND WINDOWS: I. FURNISH AND INSTALL WINDOWS AND DOORS AS SHOWN IN THE DRAWINGS, WITH ALL APPROPRIATE BLOCKING, ANCHORAGE, AND HARDWARE, ETC. AS REOU'D. FOR A COMPLETE ANO PROPER INSTALLATION. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ORDERING. DRYWALL: I. DRYWALL TO BE I/2" THICK GWB. FOR WALLS & CLGS. UNLESS OTHERWISE NOTED. 2. PROVIDE I/2' THICK WONDERBOARD OR EOUAL · ALL BATHROOMS $. PROVIDE 5/8" TYPE 'X' FIRE RATED GWB. WHERE REO'D. 6Y STATE CODE PAINTING & FINISHING: INTERIOR WALLS TO REClEVE ONE COAT PRIMER AND 2 COATS LATEX, BENJAMIN MOORE OR EOUAL COLOR5 TO BE SELECTED BY OWNER ELETRICAL: t. ALL WORK TO BE PERFORMED BY A LICENSED & INSURED CONTRACTOR 2. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS. WOOD FLOORING: I. NEW FLOORING TO MATCH EXISTING FLOORING SPEC & MATCH EXIST FINISH HEATING: AC: 1. 2. 3. ALL WORK TO BE PERFORMED BY A LICENSED & INSURED CONTRACTOR ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS. SYSTEM TO MATCH EXISITNG ALL WORK TO BE PERFORMED BY A LICENSED & INSURED CONTRACTOR ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS SYSTEM TO TIE INTO EXISITNG SYSTEM ADAM C. VOLOSIK ARCHITECT RELEASES SEAL' PROdECT: Connolly Residence Wabaso St. Southold, NY CONSTRUCTION DOCUMENTS SPECIFICATIONS NAILING SCHEDULE ADAM C. VOLOSIK ARCHITECT ~~, 51MPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS Rafter to rep Plate (Toe-nailed) $ - 8d I per rafter Ceiling Joist to Top Plate (Toe-naRed) ,3 - 8d per joist J ~ ~ / RAFTER ALIGNED W/ STUDS: RAFTER NOT ALIGNED W/ STUDS: Ceiling Joist Laps over Pariitions (Face-nailed) 4 - 16d each lap 16" O.C. W/ 5 - Bd NAILS 0 16' O.C. ON EXT. FACE OF PL Collar Tie to Rafter (Face-nailed) 2 - 8d per tie '- ~ ~"~ / / RAFTERS, 2-8d NAILS · PLATE W/ 5 - 8d NAILS · EACH END BlockingtoRafter(~oe-noiled) 2-8d eachend ~~~ ~ 'l' Rim Board to Rat,er (End-naB.d) 2-,Cd each end . S-Bd NA,LS . STUDSGTRApS' S'MPSONo ."? O.C. ,BW/GA.,B_,OdM., \ % WALL FRAMING NAILS Top Plate to Top Plate (Face-nailed) 2 - 16d~ per foot i I' ii I Top Plates at Intersections (Face-nailed) 4 - t6d joints-each side ' ,' ~ Stud to Stud (Face-nailed) 2 - 16d 24" o.c. Top or DeHorn Plate fo Stud (End-nailed) 2 - 16d per 2x4 stud 2 - 16d per 2x6 stud 2 - 16d per 2x8 stud SIMPSON H2 NURRI I NAILED FRO, RAFTER TO STUD. /~ROVIDE Bd COM,ON HAILS O ' l / "O.C. AT EXTERIOR EDGE OF genera Plate to Floor Joist, Bandjoist, Endjoist or Blocking CFace-noiled) 2 - 16d ~ per foot TYPICAL ALL RAFTERS. (5) 8d I NAILSEACHEND./ / ALLSHEATHING FLOOR FRAMING i 4 - fid per joist APA RATED PLYWOOD TO I Joist to Sill , Top Plate or Girder (Toe-nailed) EXTEND TO TOP OF TOP PLATE Bridging to Joist ~Toe-noiled) 2 - 8d each end Blocking to Joist ~Toe-noiled) 2 - 8d each end Blocking fo Sill or Top Plate C Toe-nailed) $- 16d each block-- $/4' APA RATED PLYWD. //~j,PSON MSTA24 METAL STRAP ~ ---- - Ledg,r Strip to eeo, r, (Face-noilod) `3 IBd each joist/I __ // °EA`32" O.C. W~ CG) lOd NAILS - SUDFLOOR GLUED &'N' ~_ Joist on Ledger to Beam (Toe-nailed) ,3 - 8d I per joist NAILED PROVIDE BLOCKING CH END TYP. ~~ Band Joist to Joist (End-nailed) $ - 16d per joist/ 0 ALL SUBFLOOR EDGES/ Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d ~ per foot IST 2 BAYS OF FRAMING \ ; Structural Panels [ BdI4 o.c. ,perimeter zone ' ~x other 6 o,c. edges of ~ ~ panel , 12" o.c. interior DOUBLE TOP PLATE ~ ~ of panel LYWOOD SHEATHING TO COVER Diagonal Board Sheathing LAP BOX BEAM - TOP AND BOTTOM I" x 6" or 1" x 8" 2 - 8d per support 2 X 8 · 16" O.C.~ t" x 10" or wider $ - 8d per support STUDS -- CEILING SHEATHING SIMPSON MSTA36 METAL STRAP ~ - I 5d 7" edge / 10" field 0 EACH JACK POST W/ (1,3) 10d NAILS Gypsum Wallboard I EACH END TYP. : ,~ IMPSON H6Z 2 ~" WIDE - 16 GA.~ Structural Panels i 8d (see table 3.9) ~ / HURRICAINE CLIP ° ,32" O.C. Fiberboard Panels 3" III / W/ CB) aU NA~S TOP * BoTToM ~ 7 / 16" 6d edge / 6" field ~/ REPEAT · ALL JACK POSTS 25 / $2" 8d 3" edge / 6" field I II./~ r APA RATEG PL~D. ' ' OUNOA,ON Gypsum Wallboard 58 7" edge / 10" field~[ Sl~ SHEATHING / Hardboard 8d (~e~ table s.g) I~N~L~ ~IA / PERMiT~T 23jliNE201' PaHicleboard Panels 8d (see table 3.9) ~ / Diagonal Board SheathingI r NO ISSUANCE DATE I" X 6" or 1" x 8~ 2 - 8d per supper/ IL SHEATHING TO SILL PLATE RELEASES FLOORSHEATHING ~ 2 X 6 SILL PLATE SE~L Structural Panels CO TREATED. 1" or less l - 8d 6" edge ~ 12" field SEE FOUNDATION DWG.- ~ greater then 10d 6" edge / 6" field FOR DESIGN Diagonal Board Sheathing or I" x 8" 2 - 8d per support l" x 10" or wider $ - 8d per support ~ Nailing requirements are based on wall sheathing nailed 6" on-center af the pone/ edge. If waft sheathing is nailed SECTION DIAGRAM ELEVATION DIAGRAM $" on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural members shall be doubled , or alternate connectors . such as shear plates , shell be used to maintain the load path. ~ When wall sheathing is continuous over connected members , the tabulated number of nails shall be perm/Ned to be reduced to I - IB~ nail per foot. HOLD DOWN AND SHEAR CONNECTION CRITICAL PATH DESIGN CRITERIA: GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36" LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY BEDROOMS - 30 PSF. L.L. DECAY - SLIGHT o o ~ DESIGNSEISMICDESIGNcRiTERiA:CATEGORY - B /CE SHIELD UNDERLAYMENT REOUIRED - YES ' !~!: ~ ~:~'~ ,~ ~ ~ ~ ~ , ~ ~' ~ '~ ~ "~ :~:~ ix\ ~ WI2STRApX (4)6 STUDBdTO NAILsSTuDWALLN~-- ~ ,?~LYWOODwRApMETALSTA15-2012' AROuNDSTRAPFRoMSHEATHINGGAUGEEAcHO48"SILL CORNERpLATE.O'C' USE ,, · ~ , (A) 8d NAILS INTO SILL PLATE. 2 X 6 TREATED~ /P DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME ~ ~ >~ " × SILL PLATE pROJECT: CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. ? -- , NAIL SHEATHING TO SILL ~ O <~ 100 ~ ':~i LATE USING 8d NAILS 04" O.C. o ~~ o: o~_ ~ ~ ,0o< 0~0° ~ \, Canna Res ence (~; ~s REDAR CONT, NUO,.'S /~ERM, Z SH,EL0 ANO lly id N_ WINDOWS- GLAZED OPENING u~t r ~[313F .$ Hi~ ~B[SCS PROVIDE 8d COMMON NAILS ° 4" O.C. ' GRADE 6" MIN. BELOW 0 < 1o o O.C. - TYP. +12" FROM ,' 100< 0 < 30 0 AT HIGH PRESSURE ZONE. EACH CORNER. W/ FENDER WASHER. ' ' TOP OF C~NC. 0 6" O.C. AT ALL OTHER PORTIONS OF THE "'.',~ ~ FOR NEW CONSTRUCTION , EXTERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING~ ~ ~ ROOF TYP. '., ".... ~; ',,, ':'; , ~; ,~//? ' THE LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E 1886-97 AND ASTM E 1996-99 ~ ~' OR VIA STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED. NEW STRUCTURES ~ ~ ~'" " " ' " WATERPROOF ALL ,x I/2" EXPANSION SEAL~ ."..' 'c ~URFACES BELOW u~ Wabaso St. LOCATED WITHIN ONE (I) MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING \~ '.~_io.~ GRADE (TYPO ~ Southold, NY TO WIND ZONE Iff, MISSILES DEFINED IN PARAGRAPH 6 OF ASTM E 1996-99. GLAZING CONFORMING ' ~ i: TO WIND ZONE II, MISSILES CAN BE USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. ; .~ ~'~ ~ 4" CONC. SLAB - ~ : ·~ W/6X6 #10/#10 V/WU ~ PROTECTIVE PANELS TO BE PROVIDED FOR ALL AREAS BY: :' , ~ ~ PROVIDE 8d NAILS ~ 4' O.C. AT PERIMETER INTERIOR ,--2" X '~" Kr~',*r CONSTRUCTION 5~ < 0 PORTIONS OF PANELS IN HIGH PRESSURE ZONES. A - CLEAR SHIELD HURR,CANE + SECUR, TY PAHELS - - SOBO 0 ' " ": '" B - OUICK GUARD STORM PANELS. 631 - 287 55J0 ~ d~, ,~ '-,.--'~ ~.~ OR NOTE, o =, rT. ,H Aa cAsEs (2) ~,~ REBA~-- ~, WIND DIAGRAMS C - PLYWOOD PANELS AS PER CODE CONTINUOUS ' ~'~ '" 0~X16 PC. FTC. SET ON PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OF 100< O < 45 UNDISTURGED SOIL ASTM E 1996 AND OF ASTM 1886. AS NOTED IN NYS RESIDENTIAL CODE. SET 56" BELOW GRADE NAILING DIAGRAM FOR COMPONENT AND CLADDING PRESSURE ZONES FOUNDATION SECTION DIAGRAM CURRENT 03 PRO"OSED GARAGE PROPOSED ;, I NEW ASPHALT DRIVE 5'-0" ~ EXIST. HOUSE TO BE REMOVED EXIST, PATIO 1 SITE PLAN WALLFORCONC APRON GARAGE 4"P.C. SLAB W/6X6#10~10WWM 8"X]6" P.C FOOTING --E8 P C. FOUND WALL FOUNDATION PLAN L2"X4" STUD WALL @16'oc OVERHEAD GARAG DOOR DOOR IS MANUALY PERATED I I I I GARAGE i NOTE ~SPACE IS UNHEATED & UNFINISHED I 3'X4' ACCESS HATCH IN CLG TO ATTIC SPACE 24'-0" ALL R O IS TO BE VERIFIED PRIOR EXTERIOR - DOOR/WINDOW SCHEDULE TO CONSTRUCTION ~ MANUFACT'R & UNIT No UNIT SIZE (WxH) ROUGH OPENING (Wxh) TYPE QUAN INStil NG DOOR DBL HUNG TBO ANDERSEN 400 SERIES - TW21046 ALIGN RIDGE W/EXIST. RIDGE RAKE BOARDSFrRIM CH EXISTING % ~-EAVE DETAIL TO MATCH EXISITING HOUE W/GUTFERS VINYL OVERHEAD GARAGE DOOR PROPOSED NEW GARAGE EXISTING HOUSE FRONT ELEVATION ROOFrNG TO MATCH EX~6 I LEAVE DETAIL TO MATCH EXISITING HOUE WI GUTTERS SIDING TO MATCH EXISTING ] 5 SIDE ELEVATION i/4"= 1'4)" NOTE SPACE IS UNHEATED & UNFINISHED L4' P C. SLAB W/6X6 #10~10W~NM ~" COX PLYWOOD SHEATHING EAVE TRIM & GUTTER TO MATCH EXISTING 2"X4" STUD WALL @ 16" O C W/112" CDX PLYWOOD SHEATHING DOUBLE ACQ SILL PL W/ANCHOR BOLT AS PER SPEC 8"X16" P.C FOOTING W/KEYWAY 2'-11 518" X 4'~ 7/8" 6'-0 1/1/4" X 4'-8 7/8" ADAM C. VOLOSIK ARCHITECT RELEASES Connolly Residence Wabaso St. Southold, NY DP. AWING NAME- GARAGE PI,ANS DRAWING NUMBER: EXTERIOR - DOOR/WINDOW SCHEDULE ALL R O 'S TO BE VERIFIED PRIOR TO CONSTRUCTION ADAM C. VOLOSIK ARCHiTECT O TYPE QUAN MANUFAC]'R & UNIT NO UNIT SIZE (WxH) ROUGH OPENING (WxH) I DBL HUNG 2 ANDERSEN 400 SERIES - ]'¢V21046 2'-11 518" X 4'-8 718" 6'A} 11114" X 4'4 7/~" 3 DBL HUNG BAY I ANDERSEN 400 SERIES - 3~344~-18 7-0 15/16" X 4'-10 1/4' 7'-0 1/8" X 4'-10 3/4" WtNDOW NOTES W3NDOWS TO MATCH EXISTING MUNTIN DESIGN, FINISH & HARDWARE REMOVE EXISTING ' (2) 2"Xl a" J ~ ~ Rll BATF,INSULATIQN ~, IN WALLS TYp. ~ -- ~ LINE OF CLG -CHANGE EXISTING FAMILY ROOM j ~ ~ 2 ;~" OAK STRIP FLOORING OVER REMOVE EXIST {" T&G PLYWOOD : STEP J EXIST CONC SLAB ~ -- I TO BE SEALED WI ~ ZmnI ~REMOVE EXISTING MANUFACTURERS ~ (21 1 ~"Xl 1 {" [~VL RIDGE BEAM 0 ~ DOOR&JAMB SPECIFICATIONS ~___ ~________ ~ ~' -- ,x ~ , _LINEiOF CLG s~ I ~ CHANGE EXISTING GARAGE _ -- NEW 8" p C FOUNDATION  WALL TO EXTEND TO _ -- ASSUMED FOOTING -- -- GARAGE DOOR i --BONDINGAND PREP'DAGENTWl CONC ) 2"X1" 1/2'=' c ~ #5 REBAR w/2" HOOK @ 12" O.C, TYp 2'-5 718", e 6'-2 114" 4'-3 7/8" t 13'-0" DRILLED INTO EXISTING CONC WALL & EXPOXY SET AS REQ'D ~ TO BE DEMILISHED ~ NEW CONSTRUCTION MIN HEADER (2) 2"X12" ~ NEW CONSTRUCTION VENT CRAWL SPACE AS REQ'D BY CODE 1 DEMOLITION PLAN 1 FOUNDATION PLAN ~g. FIRST FLOOR PLAN Connolly Residence DEMOLITION NOTES 1 ALL DEMOLITION TO BE DONE IN A LOGICL SEQUENCE 2 CONTRACTOR TO TEMPORARILY SUPPORT ALL FLOORS, WALLS AND ROOF FRAMING WHILE FRAMING RECONFIGURATION IS UNDER WAY REPORT ALL EXISTING FRAMING DEFICIENCEIES TOO THE ARCHITECT IF FOUND. 3 CONTRACTOR IS NOT TO UNDERMINE ANY FOOTING OR FOUNDATION WALLS 4 REMOVE ALL EXISTING GYPSUM WALL BOARD Wabaso St. Southold, NY DEN PI,ANS r q EXISTING ROOF UNALTERED EXIST EAVE ~UNALTERED PATCH & REPAIR SIDING AS REQ'D TO MATCH EXISTING EXISTING UNALTERED 1 FRONT ELEVATION EXISTING ROOF UNALTERED EXIST. EAVE --UNALTERED EXISTING UNALTERED TO MATCH EXISTING REAR ELEVATION TOP OF RIDGE TOP OF PLATE TOP OF R.O. TOP OF SUBFLR TOP OF FOUND PATCH & REPAIR SIDING AS REQ'D TO MATCH EXISTING SIDE ELEVATION EXIST 2"X6" 2"8"C J REMOVE BOTTOM PL OAK STRIP FLOORING 3/4" PLYWOOD SUBFLOOR OVER ~ NEW CONSTRUCTION 40 CROSS SECTION ADAM C. VOLOSIK ARCHITECT NO. ISSUANCE DATE RELEASES Connolly Residence Wabaso St. Southold, NY DEN ELEVATIONS