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HomeMy WebLinkAbout37628-ZTown of Southold Annex P.O. Box 1179 54375Main Road Southold, New Yorkl1971 12/18/2012 CERTIFICATE OF OCCUPANCY No: 36089 Date: 12/18/2012 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: ADDITION/ALTERATION 2645 ELIJAHS LANE MATTITUCK, Sec/Block/Lot: 108.-4-7.15 Filed Map No. Lot No. filed in this officed dated dated 11/13/2012 conforms substantially to the Application for Building Permit heretofore 6/15/2010 pursuant to which Building Permit No. 37628 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for wh/ch this certificate is issued is: alterations and additions, including covered porch and entry steps, to an existing one family dwelling as applied for. The certificate is issued to HEATHER & SHAUN STERLING (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 12/18/12 37628 11/20/12 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 #: 37628 Permission is hereby granted to: HEATHER & SHAUN STERLING 2645 ELIJAH'S LANE MATTITUCK, NY 11952 Date: 11/13/2012 To: ADDITIONS & ALTERATIONS TO AN EXISTING DWELLING AS APPLIED FOR. REPLACES EXPIRED B.P. # 35672 At premises located at: 2645 ELIJAHS LANE MATTITUCK SCTM # 473889 Sec/Block/Lot # 108.-4-7.15 Pursuant to application dated To expire on 5/13/2014. Fees: 6/15/2010 and approved by the Building Inspector. PERMIT RENEWAL Total: $693.60 $693.60 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUII/]ING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35672 Z Date JUNE 28, 2010 Permission is hereby granted to: SHAUN STERLING 2645 ELIJAHS LA MATTITUCK,NY 11952 for : ADDITIONS & ALTER3kTIONS TO Aiq EXISTING DWELLING AS APPLIED FOR at premises located at 2645 ELIJAHS LA MATTITUCK County Tax Map No. 473889 Section 108 Block 0004 Lot No. 007.015 pursuant to application dated JUNE 15, 2010 and approved by the Building Inspector to expire on DECEMBER 28, 2011. Fee $ 1,387.20 ORIGINAL Rev. 5/8/02 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: I. 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/I 0 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. 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. Ifa Certificate of Occupancy is denied, the Building Inspector shall stale the reasons therefor in writing to the applicant. C. Fees I. 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: House No. Old or Pre-existing Building: (check one) Street Hamlet Block Lot Filed Map. Lot: Date of Permit. Applicant: Underwriters Approval: Final Certificate: ~/ (check one) Owner or Owners or Property: 3 Suffolk County Tax Map No I000, Seution Subdivision Permit Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ _ Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631 ) 765-1802 Fax (63 I) 765-9502 ro.qer, richert~town, so uthold, ny. us BUILDING DEPARTMENT TOWN O1~' SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Shaun Steding Address: 2645 Elijahs Ln City: Mattituck St: NY Zip: 11952 3uilding Permit #: 37628 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: as built DBA: License No: 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 Service 3 ph Hot Water GFCI Recpt Main Panel NC Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: 2-paddle fans Ceiling Fixtures ~~[~ HID Fixtures Wall Fixtures 121 Smoke Detectors Recessed Fixtures CO Detectors Fluorescent Fixtur~l~] Pumps Emergency Fixture Time Clocks Exit Fixtures I I TVSS Notes: Inspector Signature: Date: Nov 20 2012 81-Cert Electrical Compliance Form.xls TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR P.O. BOX 728 TOWN ilALL SOUTllOLD, N.Y. i 1971 CERTIFICATION TEL. 765-1802 Building Permit NO. ~O~ -- (please pr~n -) - (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (plumber' S signature) S~orn to before me this Notary Public, ~ .... County Public Lorraine LaRosa HOTARY PUBLIC, State of New York No. 01LA6059257 ©ualified In Suffolk Oount Corniness on Expires May Y"29, 20 ,; ~- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] m:mmml~km,',~l't~mt~"m~m [ [ ] ROUGH PLBG. [ ]INSULATION [ ]FINAL [ ]FIRE SAFETY INSPECTION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 / INSPECTION [//] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAd-,-, 1r INSI~CTION [ ] FLqERESlSTANTC(XiSTRUCTI~ [ ] FIRE RESISTANT PBIETRATION DATE INSPECTOR~~~'~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUN~DATION 2ND [ ] INSULATION [ ~FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SA~ ~ f INSPECTION [ ]~'T,~'r~ [ REMARKS: /~~~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATIONIST [ ]RO~GH'I~'~ [ ] FOUNDATION 2ND [,~]~INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAr,.,,f INSi~CTION [ ]~ri~rl~l~. [ REMARKS: ./ DATE ~ INSPECTOR ~.DING DEPT. TOWN OF SOUTHO~UII 765-1802 I NSPEC, T/IO/N [ ] FOUNDATION 1ST [~f~J' ~IGH PLBG. [ ] FOUNDATION 2ND [~/]/INSULATION [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] F.~R~mTAtrrco.smUC'n0. [ REMARKS: ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DAT~~--LINSPECTOR~ TOWN OF SOUTHOL~I.~LDING DEPT. 765,;~r INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INS/ULATION [ ] FRAMING/STRAPPING [~"FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICr~.-(~ROUGH) [ ] ELEC~.iCAL (FINAL) REMARKS: ~/-/~'r/_.~ ~//<:c.~_~-~ ~ ,~~ DATE _¢¢~ INSPECTOR 4~ TOWN OF SO~ING DEPT. i [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] ROU~PLBG. [ ]~qSULATION [ ~ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: ~ ~-~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I NSPECTION c ,,G ] FOUNDATION 1ST ] FOUNDATION 2ND ] FRAMING/STRAPPING ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ~ ELE~;,.ICAL (FINAL) REMARKS: DATE TOWN OF SOU3 vBUILDING DEP~ TOWN HALL SOUTHOLD, N] TEL: (631) 765-1 FAX: (631) 765-~ SoutholdTown. N BLD6. DEPT. ,thFork.~t~ 0F S0~'l~l~llT NO. Examined /; ~ ~';~" . 20 10 Approved ~' ~ , 20 ]0 Expiration 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 Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail,o: ~'/~ Building Inspector Phone: APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. 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 tmtil the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance ora Building Permit pursuant to the Building Zone Ordinance oftbe Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulation,~ and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applic~/r n~, if a corporation) ~ (Mailing address of applicant) State whether applicant is owner, lessee/ragent~, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises 2/~f 4U'&) "-~7~J~' (.,,lA.)(> (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. 1. Location of land on which proposed work will be done.L. House Number Street Hamlet Lot 7./5 / County Tax Map No. 1000 Section C/~ Block Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy / 3. Nature of work (check which applicable): New Building_ Repair Removal Demolition 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars Addition ~ Alteratio~ Other Work Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed_occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height. Number of Stories Dimensions of same structure with alterations or additions: Front Depth. Height Number of Stories Rear 8. Dimensions of entire new construction: Front Height Number of Stories 9. Size of lot: Front ~ ~ ~'~'/~ Rear Rear .Depth Depth 10. Date of Purchase Name of Former Owner l l. Zone or use district in which premises are situated ~ ~ 15 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ~'~ 13. Will lot be re-graded? YES NO 7Will excess fill be removed fi.om premises? YES__ NO__ i4. NamesofOwnerofprem~es YT~J~LI.A)(~ Address .PhoneNo. ~??'4Z~'~ , NameofArchitect ,~6]Y~,q'/~; Address PhoneNo 7¢Z~-~/g,~ Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ~ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet 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. 18. Are there any covenants and restrictions with respect to this property? * YES NO ~/ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) c"t /X~,~,, SS: COUNTY OFO[,I 1~2'tlL~ //~,~'[~ ~ ~-E. being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ./4'~/-/t/~ · /(Con-tractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swornlo before me this [5 __~l[ay of ~U vt~ 20 J0 Notary Publ~ t~ PENNY BEDELL Notary Public., State of New York No. 01 BE6099317 .~ualified in Suffolk County Co.,mssion Expires Sept. 29, /~S g " pllcant Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M. #: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM-WATER~ GRADINGp DRAINAGE AND EROSION CONTROL PLAN Cir., ,r,~u 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 Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? V/ (This item will include all mn-off created by site cleadng aed/or construction activities as well as all Site -- Improvements and the permanent creation of impervious surfaces.) Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? V' r'~ This item shall include all Proposed Grade Changes and Slopes Contrelling Surface WaterFIowl Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural r~ Existing Grade Involving mom than 200 Cubie Yards of Material within any Parcel? Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of r~ Five Thousand (5.000) Square Feet of Ground Sulfaca? Is there a Natural Water Course Running through the Site? F'~ Is this Pro ect within the Trustees jurisdiction or within One Hundred (100') fee of e Wetland or Seach'~ V oneWill thereHundredbe Site(lO0,}preparatiOnof Horizontal°n ExistingDistance?Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to r~ _ Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off r~ c,/ into and/or in the direction of a Town right-of-way? -- 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.) 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 Permltl EXEMPTION: Does this project meet the minimum standards for c ass ficat on as an Agricultural Project? Note: IfYouAnsweredYestothisQuestlon, aStorm.Water Orading, Drainage & Eros on Control Plan is NOT Required~ Yes No (Name of individual signing Document) And that he/she is the .......................................... vf~x~C~...~..../.....~.~..~... ..................................................... (Owner, Contractdr, Ageiqt, Co~5ofete Officer, etc.) Owner and/or representative of the Owner of Owner's, and is duly authorized to perform or have performed the said work and to make and file this application; that ail 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 herewith. Sworn to before mc this; ...................... /~.~......~..... ...... day of .....~..~.....~,.~ .......................... 20J..~ FORM - 06/07 Town Hall Annex 54375 Main Road P.O, Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 · 65- 50 ro.qer, nchert(-~,~wn.soui~iol~d .ny. us BUILDING DEPARTMENT TOWN OF SOUTHOI,D APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: Date: NO.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Address: 2&~:~ ~[13~tl~ ~R / ]~d-~r-/'~r[( *Cross Street: *Phone No.: Permit No.: Tax Map District: *BRIEF DESCRIPTION OF WORK (Please Pdnt Cleady) Block: ff Lot: '--~, / ~' (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: 3Phase YES/NO Rough In ~'/~'Final~ YES / NO ~_ 100 150 200 300 350 400 Other Underground Number of Meters Change of Service Overhead PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form Coastline Cesspool & Drain Service 4225 Bridge Lane Cutchogue, LI, NY 11935 (631-734-6585 CERTIFICATION OF SEWAGE DISPOSAL SYSTEM SuffolkTaxMap#:Dist: /f~O Sect(s) fO~ BIk(s) O,~ Lot(s) Z~--~' Subdivisio~ Name & Lot ~,~'~'- Customer Name: I HEREBY CERTIFY THAT: The first septic tank/leaching pool, from the foundation, was located & uncovered, AND 2. Tank/pool was inspected for outlet line to an overflow pool, AND 3. Overflow pool(s) was/were located & uncovered. also certify that the sanitary system consisted of: First tank/pool ~ feet diameter First overflow pool __feet deep(~precast ()block ( )other~~v ~,,~'-~,~ · _ feet diameter 15 feet deep (v~precast ( ) block ( )other_~,~__~_~ ~ ,~/~ Next overflow pool feet diameter feet deep ( ) precast ( ) block ( )other Next overflow pool feet diameter, feet deep ( ) precast ( ) block ( )other ~:~ Gallons of waste removed from (f~septic tank (~,~eaching pool(s) Signed William W. Park, President Date: SCCA Lic. No. 134-W DEC No. lA-600 P,,CHITECT MARK SCHWARTZ & ASSOCIATES 2849,3h a ~ R~ t · ~OBox933·Clllchoguc. Nh'l1935 6',31.734.418,3 I x~ x~ ~x.mksarchit('(t.com July 6, 2010 Southold Town Building Department P.O. Box 1179 53095 Main Road Southold, New York 11971 Re: Additions and Alterations to: Sterling House 1645 Elijahs Lane Mattituck, New York (SCTM# 1000-108-04-7.15) To Whom This May Concern: The proposed additions and alterations to the referenced property will create a four bedroom house. The existing septic system was designed for a tlxree to four bedroom house, therefore The existing septic system it is adequate to handle the proposed additional bedroom. Please call this office if you have any questions or require additional information. Very truly yorrrs,~ Mark Schwartz AIA Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631 ) 765-1802 Fax (631) 765-9502 November 16, 2012 BUILDING DEPARTMENT TOWN OF SOUTI-IOLD Heather & Shaun Sterling 2645 Elijah's Lane Mattituck, NY 11952 TO WHOM iT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: v'/ Application for Certificate of Occupancy. (Enclosed) ~Electrical Underwriters Certificate. (contact your electrician) l/'/A fee of $50.00. __ Final Health Department Approval. v/'/ Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 37628 - Addition/Alterations TOWN OF SOUTHOLD PROPE/I~I'~Ir~IJJC, I~RD CARD ?. /~- ,-4 OWNER STREET ~_~)~J,~ VILLAGE DIST I. 51JBv~(- LOT /~l FO~,R OWNER ~ N E S~S. VL FARM COM~. CB. MIC$. Mkt. Value L illable FRONTAGE ON WATE~ l~land FRONTAGE ON ROAD [eadow~nd DEPTH ~t~l 108.-4-7.15 3/10 Extension Extension / / Garage Patio Total ,~ 7~..~ Foundation Basement ~ho Ext. Walls ~//~ey, Fire Place,__ Type ~f Recreation R~m Bath Interior FiniSh v.. Heat Rooms ]st Floor Rooms 2nd Floor Driveway Dinette K. LR. DR. 13R. FIN. B BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted: ~ -/5--/~ Date Reviewed: ~ -~ ~[0 Applicant: ./'lczada~ ~ Owner: . ~L~d~ A~httec~r,~a ~'n-. /'¢~ ~ Estimated Cost: -- 8CTM~ 1000- [0 ~ _ ~ - %/~ SubdivisionS. [~ ~ [~ Zone: ~- ¢ ~ ConUrming?ffe~ Building Permits (Ope~/Expired): ~P ~-Z/~0Z-~g~,hfo: ~ _B~0~-Z/C/0~ I[~, Info: A[&,L~ S~gle & Separate Search Required? Y o~etermination:: ~Q. LotSize: ¢% aoo ACT. ~t Size: ~o) a~ ~Q. ~tCov. ~ACT:~tCov.. O~ ~Q. Front ~a ACT. Front ~ Side ACT. Side o P OP. ~% qy~t ~ ACT. Height O~ ~ ~~ ~ ZcT ~0~ _ Water#ont? Y o~ ; ..... ~ ) ~' If yes, water body: ~ Panelg J~ Flood Zone: ~ Bul~ead~luffDistance: ~ ADDITIONAL APPROVALS REQUIRED Suffolk County Health: Y oO- If yes, *Bed#: *Date: /~/ *Permit#: - If no, certification requir~-~o-~-N Received: NYS DEC: PR~DEC 9/I/75 Y O~ Date: / / Permit ~: Southold Trustees: Y o~- Date: ~/ / Permit ~: 8outhold ZBA: Y o~- Date: / / Permit ~: Southold Planning: Y o~- Date: / / Permit ~: - Notes: Town Landmark C of A: Y o~TE: / / *~S CODE Compliance (page 2~r N Notes: ~~ ~ ~, ~ ~ ~~; 7-74~ Town Septic: Y oi~N] Y or N By: or NJ Letter - Notes: or NJ Letter - Notes: - Notes: Fee Structure: Calculation: Foundation: ,}~z3 ~' SF 1. ( 3 t/~r SF)- ( ~¢,~0 SF)= ~-~} ~ ~t SF X $, 40 =$ First Floor: c9- ~a--~ 0 SF + Initial Fee: $ Second Floor: .. - SF + Additional Fee ( ): $ Other: - SF 2. ( SF)- ( SF)= SF X $__=$ Total: 3 ~' ! ~ SF + Initial Fee: $ + Additional Fee ( ): $ oX-oo, o o TOTAL: NEW YORK STATE CODE COMPLIANCE CHECIQSIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 2.0 t~ Wind Speed: 120MPH N/~ Seismic Design Category." Weathering: Severe V~' -Frost Depth: 36" k~ Termite: M-H' V'~Deeay: Design Temp: 11 'Ice Shield Underlay: YI~ Flood Hazards: USE/OCCUPANCY CLASSIFICATION: ~ f HEIGHT/FIRE AR~A: 0 ~ Tn, E CO STr CT ON: DESIGN CRITERIA: E'N~INt~£Ke ' FULL FRAMING DESIGN ELEMENTS~fdlq ~ HEADERS: Y/N WALL STUDs: CEILING JOISTS: Y/N FLOOR JOISTS: LU1VIBER SPECIES AND GRADE: Y/N GIILDERS: YfN ROOF ILAIeYERS: Y/N wn,mow/o4o DOOR SCHEDULE: · MISSLE TEST ~RUI~b{ENTS: ~ ~ ~j EG~SS 5.7 S.F.: LIGHT 8o/0 :~/N ~NT 4 % :~/~ m /cOUST UCT O CERT*ICATION: Y~ E~RGY CALCS~4 TOTAL COMPLIENCE~Y/~ (~TU~ TO PAGE ONE) t/oB--- YOUNG & YOUNG SURVEY FOR; INLAND ~IOMI::$ INC, LO7 NO, 12/' i{LIJAH'S EANE ES3ATF~,~ //~i~'' I" = 40 o FRONT ELEVATION _.. .... ~1111~ ~~~ I I~ ~ t I ~ I Il i, ~ ' LE~ ELEVATION IFIOATION, OF S~LE: 1/4" ~ ~ ~~_ . ~ NAILING & CONkL¢IIONS ~ -- ', -- ALL --; c .... ME~ TF ~ REQUIREMENTS OF T t CODE ~ OF NEW YORK STATE. REAR ELEVATION SCALE: 1/4" = 1'-0" NEW YORK ST~XE S TOWN CO~ES APPROVED AS REQUIRED ~ ...... / ~-IO ~g~ ~_ ~OL~ TOWN Z~ D~E ~ [ 80L~m2~ 765-1802 8 ~ TO 4 PM FOR THE l~S DEC FOLLOWING INSPECTIONS: OOOUPANOY OR ~ ~o~.-~.~,.w~.~, ~ ~ STRAPPING, ELECTRICAL & CAULKING I'q* !S UNLAWFUL ~ C ' ~-'~' : ~q~ ~'V REQUIREME~SOFINEOODESOFN~ PLUMBER OER TIFIOA TION -- - ~ ~ ' -- OE,T%~IGA TE OF O00UPAN~Y. I 5C'iDERUSEDINWATER ~ ~ St:':PL Y SYSTEM OANNOT: RIGHT ELEVATION ~LL ~LU~m~ W~ ~1~ , .. 12'-2"~ ~ ~, / I1~ I ~'~ ~B, ,/ ~'~'~ , ~ 6,_3,, r2'-4"',~2-4 /l~q ~ ~ ~ i ~ . , . - ...... ~ ~ ~ ~o ~ - < FOYER GAUGE ......... EX. ~lC ~'~'~" FOUNDATION P~N ' ' ~L~-~'~E D} ' -' UNDI~A~ED JO.L (MIN~UM 300~ CAPACIW) 3' BELOW G~DE. 55 87~ 18' 0" 37'- 8V2" 9'-0' 9'-0" 7'-0" ' 1" ,' · r 10'-10v2' 8'- ov2" 8'-01/2- 5 9/4 ! 14'-0" -- ' - ~;~i' ~':----~, ¢ ~ ~ ~ ....................................... I~/~ 1~-1" ~' 5V~' ', PA~J I % I .... ~ ~ COLUMN I ' -- , I~~- ~ I ~-- ~ ~, si , , , , _ ,, ,~- ...................................,------------------ , , ~*.~ -. , : x / - , ~-~, ~ ¢ ~, , ,, - ~111 ~""~'~'"~ ~ . ~ · - ~u ', IlL 7'-?' ._ 5~w: " ~ I / ~ o [ ~ ~ ~ ~ / X~ ~ COLUMNSDIA' ~L ~,: ............................. t: l* / ~' r ~ ~ II EX. BATH JL EX KITCHEN ]: : ] ~lll ~ ~/ ~ ~ ...... ~. , ~ m m co[u~ [ ~ ~ : COLUMN: ] II V Vt, ~ --/ /, ~ ,, :: ~ ~ ........................... ~ , ,, % EX. ENTRY ~ / ~ ~ ; [ II I EX. BEDROOM No. ~ II ~*. b , z i ~*. ~co , z .... : II II . 7'-5'A" ~¢ 8'-8" [ I ? ',: 17' 4"~ ,, . .t ., *-*'." ,,. ',. ,, ,, J ...", iST FLOOR P~N "~**"~**'o~'~'~'*~"*'~"~- ,...ov,.~.~.o~..~o.,~...co**~o~~ .r~, ~CALE: ~/~": ~'-0' [ EXI~INO: ,592.] ,O. FT., P~OPO,ED: 154,.7 ,~. FT./DECK: 117.0 ,Q. FT. ] A-- 3 ....... / ' A .... , , ~ 4~ ,, (C RIC KET) (EXISTING) 1) IN~A~ 2X6 DFC2 CO~R TI[¢ AT 4B' O,C.. 71. ICE & WATER BARmER TO BE USED IN ALL VALUES AND IN~E~IONS TYPICAL DOOR OPENING (LESS THAN 4'-O×E'-O" OPENING) TYPICAL WINDOW OPENING (LESS THAN 4'-OX8'-O" OPENING) j4 TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-OXS'-O" OPENING) WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.L4, N,Y,S, RES, CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) W]NDBORNE DEBR~ PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANEL5 W~FH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM pANEL 5PAN OF 8 FEET SHALL BE PERM[qTED FOR OPENING PROTEC~ON IN ONE' AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZE~ OPENINGS W~TH ATFACHMENT HARDWARE PROVIDED, (REFER TO SECTION 1609.:L.4~ 1609,6.5 AND TABLE 1609.1.4 OF N.Y.B, RES[DENT[AL CONSTRUCTZON CODE). THZ5 I5 NOT A SUE5 ~ t I uT[ON FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO BLZE AND READY TO USE ON ANY NEW W[NDOWS AND DOORS. SHU~TERS MUST BE MARKED FOR WHAT OPENING Tr T5 TO COVER. HARDWARE MUST ACCOMPANY SHLFCrERS FOR INSTALLATION. PLUMBING SCHEMATIC N.T.$. SLOPE 1/4 PER FOOT PITCH TO DRAIN FAI (3) 1-3/4X9-1/2 ML GIRDER REScheck S. ottware Version .4~3.1 Comphance Certificate AS REQUIRED ,~" c. ONC.,SL~[~ SECTION__ ___ 2X10 ACQ GIRDER SECTION B-B SCALE: 1/4" = 1'-0" ST?: WATER: N,T.s. MANAGEMENT DETAILS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. RAFTER -- WALL STUD - SILL PLATE[S) ([) WALL SHEATH{NG STAPPtNG TO BE ATTACHED TO WALL STUDS ©AB"OC AT WALL - MAINTAIT~ DAP ATT]D SHALL BE PROVIDED WITH A --~/' ~FASCIA fLOOR JOIST D£PTH ,BE NUMBENA. - B" LSTA24 -1/4"×24"DESC RIPT,ON2090. STRAP ANBINSTALLAPPLICATIONjAcK~-' 0 SUJDE" O.O~" ~% /.a~~/¢ ' ~ ROOFING TO AVOID SOAKING WALL STUD % . RESISTANTSHALLTHE SPACE VENTILATED.BE C O~REBMETAL MEsH~THwI~C ORROSIGN ALL OPENING~MESH ~;ONTIN'FFiT/SCREENEDExT PLYWooDVENT WOOD GIRDER ~ FLASHING 4 INCHES UNDER SHINGLES AT NAILED TO SHEATHING / ~ ~ ~ ~ Sl~S 4 ~IICH~ AN~ LAP~ ~ROUGH VENT ~ *~ =OUNBA~ON 5/8" DIA. ANCHOR BOLT { J ( 10 KIPS ) CONC. SLAB -DOOR FRAME DRAIN TILE *1~ ~1 '~ ~ ~ SFIEET METAL / 30¢ FELT UNDER BEAM AT POINT JIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 4" MAX. RAFTER RIDGE G -T - FTER ECTI 1-1/2" SPACE MINIMUM DECK/PORCH RAILING RAFTER TOP PLATE ~(/ALL STUD JOIST GIRDER/HEADER SF DJOI S VER H GIRD LOC~TION USP NUMBER DESCRIPTION APPLICATION RAFTER RAFTER TO PLATE/STUD CONNECTION LOCATION 4x4. SOLID COLUMN 6x6 SOLID COLUMN H 0 LLO'~t) COLUMN GIRDER/HEADER POUF/COLUMN POST-TO-GIRDER/HEADER CONNECTION USP NUMBER DESCRIPTION A~'~ CATION PBS44 / PBSE44 / KC44 H.¢. ANCHOR APPLY TO EACH COLUMN SIMPSON STRR1/2 POST CAP ANCHOR APPLy TO EACH COLUMN PBS66 / PBSE6$ / KC66 POST CAP ANCHOR APPLY TO EACH COLUMN HEADER H EADER-TO-POST/STUD CONNECTION RIM/DECK JOIST GIRDE~/HEADER POST-TO-GIRDER/HEADER CONNECTION USE MIN, (2) 1/2" DIA. GALV. BOLTS E~ITH '¢J,MH E RS AND NUTS FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FI P,~T CONTIN. PIECE OF SIDING BELO'g/7 ' ~UASHERS CONNECTED TO BLDG. ~I6" DC FLOOR FRAMING 1ANGER D P C DGERC ECTIO '0VOOD JOIST GIRDER/HEADER ~0OOD JOIST WOOD JOIST BLOCKING 'g~OOD GIRDER ROD FOR STU (MINIMUM) MLNIMUM GIRDER HEAD E RJGI RDER-TO-PO~T CONNECTION POST CONCRETE FOOTING LOCATION USP NUMBER DESCRIPTION APPLICATION 4X4 POST PAU44 OR ~VE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING JOINT DESCRIPTION NAIL NAIL QTY. ;PACING NOTES JOIST TO: PER TOE SILL, TOP PLATE OR GIRDER 4 - 8d COMMOI JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - 8d COMMOI END NAIL A-7 GENERAL NOTES CONSTRUCTION NOTES: 1). The information 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 building practice and compliance with current New York State building codes. The Genera[ Contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound and a weatherproof completed product. 2J. The General Contractor is responsible for ensuring that all work and construction meets current federal, state, county and local codes, ordinances and regulations, etc. These codes are to be considered as part of the specifications for this building and should be adhered to even if in variance with the plan. 3), Dimensions shall take precedent over scaled drawings. responsibility for conttruction coordinating w[ffl these plans, nor responsibility for spedfic use expressed or implied in the use of these plans. 5). Refer to the Window and Door schedule for exterior openings. 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets or exceeds manufacture's specifications and applicable codes. 7). The General Contrador is to consult with the owner for all built-in items such as bookcases, shelving, pantry, closets, trims, etc. 8). ~l~ind load requirements shall be taken into account during construction. FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, details and notes to determine intended heights of finished floor(s) above typical grade. 2). All footings to rest on undisturbed (virgin) soil. 3). Provide 1/2" expansion joint material between concrete slabs and abutting 4). Any new concrete walls being attached to ex[sting concrete structure shall be installed with #5 re-bar, 18" long at 12" B.C.. Use approved epoxy for installation. 5), Unless otherwise noted, all slabs on grade to be 2500 p.s.]_ Concrete to be poured on 4 inch thick sand or grave] fl[I with 6x6 wire mesh reinforcing, interior slabs to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative dens]fy with 6" maximum lifts (layers). 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one gx16 cast iron foundation vent for every 150 sq, ft. of area. 7). Dampproof exterior of foundation with bituminous coating as per section R406 of N.Y.S. Residential Construct[on Code. A 6-mil polyethylene film shall be applied over the below grade portion of exterior walls prior to backfi]ling. gl. Drainage as per section R405 of N.Y.S. Residential Construction Code. FRAMING NOTES Ii. All framing techniques and methods as prescriptive design of 2006 SBC High ~d[nd Edition '0good Framing Construction Manual 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. Douglas Fir. 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o4. unless noted otherwise. 4). Unless otherwise noted, all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. Bearing wall headers to have {2) jack studs and (2) full length studs on each side of ail openings. LVL headers to have (3) jack studs and (2) full length studs on each side of openings. Bearing wal] window sills shall also have (2J window si]] plates for 2x4 wail openings be~veen 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire and blocking where applicable. Bi. All flush beams/headers to be installed with heavy duty gaMnized hangers and anchors where applicable to all connecting joists. 6). Double up floor joists under wails that run parallel to the floor Floors to have ceramic tile installed shall be verified for proper load capacity unless noted on plans. ?). Provide 2 - 1-3/4" thick micro)ams ( height to match floor joists) other access openings unless otherwise noted (typical). 8J. Dormers running up roof rafters are to be supported by double rafters on either side where applicable unless otherwise noted. 9J. Provide blocking/bridging in floor joists at 8'0 B.C.. Use solid blocking in floor joists under all bearing wads. 10). Provide insulation baffles at eave vents be~veen rafters. Install draft blocking as needed. Unless otherwise noted, ali roofs and walls to have a minimum 1/2" thick, 4-ply Fir CDX exterior sheeth[ng grade plywood, Plywood to cover over plates and headers. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor adhered with PL400 adhesive and screwed to floor joists, Finished floor to be installed 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building to have regular 3/2" sheetrock. All walls to be taped and finished. 14J. All roof with a pitch less than 4;12 shall be installed with an Ice &'~'eter barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 16). All sill plates and wood [n contact with concrete to be pressure treated. Sill plates to be installed with a foam sill gasket and cop-r-tax termite shield or approved equal. 1). RIDGE-TO-RAFTER ASSEMBLY: 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. ~]hen a collar tie is used in leu of a ridge strap, the number of 10d common nails required in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. 2). RAFTBR-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. ~ghen a rafter or truss do not fall in line 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 side of the building shall be connected with uplift connections in accordance with table 3.3c 3J. WALL-TO~WALL ASSEMBLY: Wail studs above and studs below a floor level shall be attached with uplift connections in accordance with table B.3b. ~dhen wall studs above do not fail in line with studs be[ow, the studs shall be attached to a common member in the floor assembly with uplift connectors in accordance with table 3.3. 4), ?JALL ASSEMBLY TO FOUNDATION; First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift connectors. Steel straps shall have a minimum embedment of 7 inches in concrete foundation and slab-on-grade, lB inches in masonry block foundations, or lapped under the plate and nailed in accordance with table 3.3b. '¢dhen steel straps are lapped under the bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: Type I exterior shear wa[is with a minimum of 7/16 inch wood structural panel on the exterior attached with gd common nails at 6" o,c. at the panel edges and 12" o,c. in the field, and 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel edges and I0" o.c. in the field shall be in accordance with the length requirements spec fled in table 3.15a-b. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type II exterior shearwalls shall meet the requirements of table 3.?Sa-b times the appropriate length adjustment factors in table 3.16. 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.I4 shag be permitted to be increased when interior shearwalls are used, Sheathing and connections shall be in accordance with 2.4.4.2 and 2.2.4 respectively. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections in accordance with table 3.5. Window sill plates shall be have steel connedors in accordance with table g). CATHEDRAL CEILING ASSEMBLY: 3Yhere a ridg~ it ~o be used al, a structural beam, the rafters shall either be notched and anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge along the open ceiling part of the building. Connections to the ridge and wall shall be be attached with the above requirements. DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be #I ACQ pressure treated lumber. All fasteners, hangers and anchors to be galvin]zed or stainless steel. 2). Girders for deck joists to be bolted to each post with washers and nuts. Girders on concrete piers shall be anchored with proper STeel connectors anchored into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. 4), Deck joists to have blocking at g'0 B.C.. 5). A minimum of 10 inch flashing shall be installed be~veen the building and ledger. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts where needed. 6), Concrete piers shall be a minimum 6" above grade. 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. PLUMBING NOTES 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, uete bracing and plates to protect and secure the strudure. Verify with the state code and manufacture's recommendation for maximum hole size and spacing permitted. HVAC SYSTEM NOTES 1). Mechanical subcontractor is responsible for adhearing to ali applicable codes and safety requirements. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the equipment supplier. 3J. HVAC subcontrador to provide final system layout drawing and submit it to the General Contractor and owner for final review and approval. ELECTRICAL NOTES: 1), All eledrical to be installed as per N.Y.S. Residential Construction Code. 2}. All electrical work shall be approved by a qualified Underwriter. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 of N.Y.S. Residential Construction Code. NAILING SCHEDULE ............. PLAN CONTENTS: ROOF FRAMING: JOINT DESCRIETION NAIL NAIL QTY. SPACING NOTES RAFTER TO 8'WALL: 3-8d COMMON EACH TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL CEILING JOIST 8'~dALL: 3-8d COMMON EACH TO TOP PLATE 10'WALL: 4-8d COMMON JOIST TOE-NAIL CEILING JO[ST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE A~ PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAIL LL FRAMING: JOINT DESCRIFT[ON NAIL NAIL QTY. SPACING NOTES TOP PLATE TO PER FACE NAIL TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 TOP PLATES AT JOINTS FACE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL STUD TO 24" FACE STUD 2 - 16d COMMO~ O.C NAIL 16" O.C FACE HEADERHEADERTO 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMOI~ PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMO~ PER 2x6 STUD NAIL BOI-['OM PLATE TO: FLOOR JOIST, BAND JOIST, 2 - 16d COMMO/, PER FACE NAIL END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 FLOOR FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES JOIST TO: PER TOE SILL, TOP PLATE OR GIRDER 4- 8d COMMOK JOIST NAIL BRIDGING 2 - Bd COMMON EACH TOE TO JOIST END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE B - 16d COMMOh BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3- 16d COMMOh JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - Bd COMMON JOIST NAIL BAND JOIST PER END TO JOIST 3- 16d COMMO~ JOIST NAIL BAND JOIST TO: PER TOE NAIL SILL OR TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 ROOF SHEATHI IG: JOINT DESCRIPTION NAIL NAIL QTY. SPACING STRUCTURAL PANEL 8d AS PERTABLE 3.8 WFCM - SBC CEILING SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY. ,,SPACING J GYPSUM 5d COOLERS 7 O.C, EDGE WALLBOARD 10" O.C. F ELD JALL SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING STRUCTURAL PANELS 8d COMMON AS PER TABLE 3.9 WFCM - SBC 7116" OSB 3" B,C. EDGE PLYWOOD 6d COMMO~ 6" O,C. FIELD GYPSUM 7" B.C. EDGE WALLBOARD 5d COOLERS 10" O.C. FIELD FLOOR SHEATHING: JOINT DESCRIPTION8d NAiL NAIL QTY. I SPACING STRUCTURAL PANELS ~ 6" B.C. EDGE 1" OR LESS COMMOt[12" B.C. FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. OCCUPANCY CLASSIFICATION R3 RESIDENTIAL BUILDING USE RESIDENT[AL O',~0ELLiNG BUILDING HEIGHT (SEE PLANSi TOTAL SQ. FT. OF CONSTRUCTION ISE~ P~NSi DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND 2006 SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS~ CROSS SECTION AND GENERAL NOTES EXT. BALCONIES 60 DECKS 40 ATTICS w/o 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 DESIGNED FOR CAT. C) LOAD PATH SEE CONSTRUCTION AND~YlND PATH CONNECTION (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND ~0YlNDOW SCHEDULE FIRE PROTECTION Sym.: (SMOKE & CO2 DETECTORS) ~ SEE FLOOR PLANS TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RBCHECK CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTE~ ICESHIELD SNOW SPEED DESIGN ~0EATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHTTO TO HEAVY MODERATE 11 NONE ROOF SHEATHING REQUIREMENTS FOR dlND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C 8d COMMON I~ 6" B.C. SEE NOTES: 1,3 INTERIOR ZONE 8d COMMON ~ 6" O.C gd COMMON ~ 12" O.C SEE NOTES: 1 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON ~ 4" O.C gd COMMON ~ 4" O.C SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, lJ. For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 2). Tabulated 12 inch B.C. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.4B. For framing members with <0.42<G<0.49, the nail spacing shah be reduced to 6 inches B.C. 3), Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter / tress framing members with G>0.49. For framing members with 0,42<G<0.49, the nail spacing shall be reduced to 3 inches B.C. ¢dALL SHEATHING REQUIREMENTS FOR dlND LOADS SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' EDGE ZONE 8d COMMON ~ 6" O.C 8d COMMON (~ 12" B.C. SEE NOTES: 1, 3 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON ~ 6" O.C 8d COMMON ~ 12" B.C. SEE NOTE: 3 THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 inch o.c, nail spacing assumes sheathing attached to stud framing members with G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). Nailing requirements are based on wall sheathing nailed 6" on<enter at the panel edge. If wa[[ sheathing is nailed 3" on<enter at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path. 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to1 - 16d nail per foot. < A-8