The URL can be used to link to this page

Home My WebLink About36234-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 8/26/2011 CERTIFICATE OF OCCUPANCY No: 35176 Date: 8/26/2011 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 515 Gabriella Court, Mattituck, NY 11952, SCTM #: 473889 Sec/Block/Lot: 108.-4-7.41 Subdivision: Elijah's Lane Estates Filed Map No. conforms substantially to the Application for Building Permit heretofore 12/30/2010 pursuant to which Building Permit No. Lot No. filed in this officed dated 36234 dated 3/11/2011 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: Additions & Alterations to a Single Family Dwelling for 2nd story Apartment: Living Room, Kitchen, Bedroom, Bath & 2nd story deck with steps. The certificate is issued to Mclean, Derek (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 8/22/11 36234 7/29/11 t,'~erek_McLea~x 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 #: 36234 Permission is hereby granted to: Mc Lean, Derek PO BOX 500 Mattituck, NY 11952 Date: 3/11/2011 To: Additions & Alterations to a Single Family Dwelling; (2nd story Apartment), Living Room, Kitchen, Bedroom, Bath & 2nd story deck with steps. At premises located at: 515 Gabriella Court, Mattituck, NY 11952 SCTM # 473889 Sec/Block/Lot # 108.-4-7.41 Pursuant to application dated To expire on 9/9/2012. Fees: 12/3012010 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION CO - ADDITION TO DWELLING Total: $565.20 $50.00 $615.20 Building Inspector Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Colmnercial $15.00 Date. New Construction: Location of Property: ,~' ~ ~ House No. Owner or Owners of Property: Old or Pre-existing Building: Street (check one) Hamlet Suffolk County Tax Map No 1000, Section Block Lot Subdivision Permit No. Health Dept. Approval: Planning Board Approval: Date of Permit. Filed Map. Applicant: Underwriters Approval: Lot: Request for: Temporary Certificate Fee Submitted: $ ~ C). '~' Final Certificate: (check one) Apph[ant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (63 I) 765-1802 Fax (631 ) 765-9502 ro,qer, richert~,town.southold.n¥.us BUILDING DEPARTMENT TOWN OF SOUTItOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Derek McLean ~,ddress: 515 Gabdella Ct City: Mattituck St: NY Zip: 1195~ 3uilding Permit #: 36234 Section: 1 08 Block: 4 Lot: 7.41 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE 3ontractor: home owner DBA: License No: SITE DETAILS Residential ~ Indoor Commerical Outdoor New Renovation Addition Survey Service 1 ph U Heat Service 3 ph ~ Hot Water Main Panel NC Condenser Sub Panel NC Blower Transformer Appliances Disconnect Switches Other Equipment: Office Use Only 1st Floor Pool 2nd Floor Hot Tub Attic Garage INVENTORY ~ DuplecRecpt ~ CeilingFixtures ~ HlDFixtures ~s~ Wall Fixtures Smoke Detectors GFCI Recpt Single Recpt Recessed Fixtures CO Detectors Range Recpt Fluorescent FixtureM Pumps Dryer Recpt Emergency Fixture Time Clocks Twist Lock Exit Fixtures I I TVSS 1-exhaust fan, 1-ARC fault circuit breaker Notes: Inspector Signature: Date: July 29 2011 81-Cert Electrical Compliance Form August 16, 2011 5outhold Town Building Department, At the premises located at 515 Gabriella Court, Mattituck, NY 11952 SCTM # 473889 Sec/Block~Lot # 108.-7-7.41, the accessory apartment plumbing was all pecks piping and not there was no lead sodder or any soddering done. The building permit # is 36234. Owner: Derek McLean Po Box 500 Mattituck, NY 11952. Plumbing work performed by owner listed above. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631 ) 765-1802 Fax (63 I) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: (Please print) Plumber: '~ ~L r ~ lC. (Please print) l certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) day of Notary Public, Sworn to before me this ~(~)- , 2ol/ County TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 i NsPECTION [/]'FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIHERES~STANTC0flSmUCTIOfl [ [ ] INSULATION ] FINAL ] FIRE SAd-,., v' INSPECTION ] FIR6 Ra3~'l'~r P~NLql~llON REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ['~ FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY IILg~CTION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ~/ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ~TRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]FIRERESISTANTOONSTRUCTION [ ]FIRERESISTANTPENETRATI0N REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FIN/A~ [ ] FIREPLACE & CHIMNEY [ ~,~FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESI~I'ANT FENETRATION REMARKS:__ DATE ~/~/~( INSPECTOR 4 ~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION · ] ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR'~~~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION l ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] fiRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [~I INSULATION [ ] FINAL [ ] FIRE SAi-,., ~ INSPECTION [ ] fiRE RESlSTAm' PENETRATION REMARKS: II DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) ~ ELECTRICAL (FINAL) REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. [ ]~JL--'A~ON [ (/]'FINAL [ ] FIRE SAFETY INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL ~ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ~ / DATE /~//~/~//~,//' INSPECTOR ~ / / TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]~ON [ ] FRAMING/STRAPPING [~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRH~AL (FINAL) REMARKS: TOWN OF SOUTHOLD BUILDING DEPARTMI TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 'FAX: (631) 765-9502 SoutholdTown.NorthFork.net DEC 30 2'qO BLDG DEPI. TOWN OF SOUTNOtD PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Surve~ Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: Phone: Building Inspector APPLICATION FOR BUILDING PERMIT Date ,20 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 s~:ale. 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 tbr inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and'regulations, and to admit authorized inspectors on premises and in building tbr necessary inspections. , ///~" C (Signature of applicant or name, ifa corporation) (Mailing address of applicant) [{ q J" State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ' ~ e_, ¢ [C ~ Cd- <' = -- (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: 5-' T- House Number Street Hamlet -7, '11 County Tax Map No. I000 Section (o ~o Block c_( Lot Subdivision Filed Map No. Lot State existing use and occupancy of premises and intended use and occupanc~ of propO~sed construction: a. Existing use and occupancy S',~ 51~_ wF'~,~,~ [-/' b. Intended use and occupancy ~,q ,,~: '~ *> '~ ~o.J e_ 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost .5-'0 ~ o~ o Fee 5. If dwelling, number of dwelling units If garage, number of cars (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specit~ nature and extent of each type of u~e. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height_ Number of Stories 8. Dimensions of entire new construction: Front Rear .Depth Height Number of Stories 9. Size oflot: Front ~t-~ , Z_x, Rear I ,~c~,?_,-I, Depth '~> ?~. ? ~ 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated l 2. 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. ls this property within 100 feet eta 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 ora 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 · IF YES, PROVIDE A COPY. NO STATE OF Nrl}W ~Y~)RK) "4 (I.s: COUNTY OFC~[B'~ / ) '~.~.,r',e.L F-~ ~O,.., ~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewilh. Swornfl,p before me this ~.,,~ dayof '~_~ O-J~ ........ · Notary Public No. 01106190696 Qualified in Suffolk County Commission Ex~ires luly [fff ~Sign~f ASant December 30, 2010 Application for Rental Permit A) Derek McLean dob: 311311971 631-298-2020 B) 515 Gabriella Court Mattituck Suffolk County Tax Map number: 473889 108.-4-7.41 VIC~( TOTH Notary Public.State of New ¥o/~ NO. 01T06190696 Qual fied n Suffolk County COmmission EXpires ~ufy 28 20 ( ~ February 6, 2011 5outhold Town Building Department: As per resolution 2010-451, I am the owner and occupant of the residence at 515 Gabriella Court, Mattituck that is building this apartment for a rental. As per New York state law, the smoke detectors will be hard wired to the main house. Owner of residence: Derek McLean DOB: 03/13/1971 631~298-2020 Premises located at 515 Gabriella Court Mattituck County Tax Map No. 473889 Section 108 Block 0004 Lot No. 007.041 ) / (/ / Derek McLeaY/ ~y/ % ~ FEB - 7 2011 lOllk N OF James Deerkoski, P.E. Deer Path Mattituck, NY 11952 (631) 298-7116 re.: McLean Residence 515 Gabriella Ct. Mattituck, NY To Whom It may Concern, The house, located at 515 Gabriella Ct. in Iqattituck, is currently a 4 bedroom house, 2 bedrooms on the 1st. floor and 2 on the 2"d. floor. The current bedroom on the first floor, in the front of the house will become a Den (removing the existing closet and changing the existing door into a French door). The proposed new drawings proposed to have 1 new bedroom in the apartment. The house, after proposed construction is complete will continue to be only a 4 bedroom house. The existing septic system is adequate for the 4 bedroom house as drawn by Iqichael Hand Sincerely, James Deerkoski, P.E. Professional Engineer Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 rooer, richertd-$w~.~s~ g~'g$o~ .ny. us BUII~DING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: '-'~'~ ~-- ~' L¢~ *Address: *Cross Street: *Phone No.: Permit No.: g 0 Z :~ ~/ Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Cleady) (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 100 Underground YES / NO Rough In~.,t~'~"~ Final 150 200 300 350 400 Other Number of Meters Change of ServiceOverhead PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T-~ ~ THE FOLLOWING ACTION8 MAY REQUIRE THE SUBMISSION OF A a~ ~,~o.~ ~ '1. ~'~ ~ STG~-WATERf GRADING, DRAII~GE AND EROSION CONTROL PLAN mst~t a~x ~ot Ck;k: ~r~ED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. scOPE OF WORK - PROPOSED CONETRU~TION frijol# / WORKA~F_~SMENT [ Yes No a. What is the Total Ama of the Pmjast Parcels? (Include Total Ama of all Paroeis located with~ 1 Will thio Project Retain AIl Storm-Water Run-Off the Scope of Work fo~ Proposed Constrdction) Generated by a Two (2") Incll Rainfall o~ Site? b. What is the Total Ama of Land Clearing (s.~. t ~s) (Thio item will include all mr~f created by site cleedng and/or constmcgon acitviites as well as all and/or Ground O~tufoance for the pmpcoed Site Improvements and the permanent creation of construction activity? r (S.F. t ,~s) imper¥1ous surfaces.) pP, OVIDI~ BRIEF PROJECT DESCEIt'rtOI~ ~,,~,u~ ~ PM - ~ 2 Does the Site Plan and/or Sur~,ey Show All Proposed Drainage Structures Indicating Size & Location? This Item shall include all Proposed Grade Changes and -- Slopes Controlling Surfaco Water Flow. 3 D°es the Site Plan and/or Survey desc!ihe the er°Sion and sediment control practices that will he. used to control site erosion and storm water dische~gas. This -- item must be maintained throughout the Entire Construction Peded. 4 Will this Project Require any Limd Ftlling. Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic YardsL~ of Material within any Parcei? 5 Will this Application Require Land Disturbing Activities ["'""1 Encompassing an Ama in Excess of Five Thousand (5.000 S.F.) Square Feet of Ground Surfaco? 6 is there a Natural Water Course Running through the Site? Is this Preject within the Trustaas jurisdiction General DEC sWPpp Requirements: or within One Hundred (10FF) ~et of a Wetland or disturbances of one (1) or mo~e acres; including dis!urba~ces of I;ss than one acre that 7 Will there be :Site preparation on Existing Grade Slopes 2. The SWPPP shaa desc, n~e ~he erosion am:l sediment control pmclJces and where 9 Will this Project Require the Placement of Material. STATE OF NEW YORK, {,~ fl//~' COUNTTy OF ...?,~Lk...-~...qff~......~, SS And that heJshe is the ......................................... ...~... ~ ~ ~¢ ~ Owner and/or representative of the Owner or Owners, and is duly authorized to perform or have performed the said work and make and file this application; that all statements contained in this application are role to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application fried herewith. ~ ~o. 01T06190696 rk ....................................... FORM - 06110 BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted:/~-'~-/~ Date Reviewed: / ~ [fl t[pplicant: ~).P~L~ /~ c: c>t_~_~_. Owner: , ~ ,.Kgb' <fo~ ~M~IO00- log _ ~ _ %~1 Subdivision: ne: ~ Conforming? Property Addr~s: ~/~ /~~ ~ City: ~~~ Pre COs? Iiuilding Permits (Open/Expired): B? -2:~ , Info: ]P__ -Z / C/0 Z- ~ Info: BP__-Z / C/0 Z- , Info: ~ingle & Separate Search Required? Y or~/)Determination: BP BP , nto: 3 , Info: _ I.Eq. LotSize: ~o~" . ACT. LotSize: q 3, b°C(o,o -.fdt, REq. LotCov ,2-O~ACTLotCov I/ Q. Front_dF_0__ACT. Front~' REQ Side ~ ACT. Side 0/< REQ. Re~r~-~ PR~P. Rear' ~vatert'ront'.' Y o~r 6/ y / lyes, water body: Panel# - Flood Zone: ~ Bulkhead/Bluff Distance: ~DDITIONAL APPROVALS REQUIRED luffolk County Health: Y If yes, *Bed#: *Date: / / *Permit#.' - If no, certification required: Y or N Received: Y or N By: OZS DEC: caS-DSC ~nnO Y of, j3f- Date: / / Permit #: louthold Trustees: Y 0~) Date: / / Permit #: louthold ZBA: Y o~-. Date: / / Permit #: Town Septic: Y o~ lq or NJ Letter - Notes: or NJ Letter - Notes: - Notes: louthold Planning: Y o(..~ Date: : / I/ I Permit #: - Notes: xar ~ ,oN~ . NYS CODE Comphance ~age 2): Y or N ~ownLandm kCofA: o N TE' / / * · 'ti ~/.;.~" .= ..... ~ ~ t....~,x z/r~r ~ ounaauon: SF /3-11 -~]71) SFX$ ,~a=$ 3¢~, rirstFloor: ~SF ~ +Miti~:$ ~0 b, oO :econd.Flo _cfi: q I .~ SF )ther: SF ?otal: '' c/[~ SF + Addition,al Fee ( ): $ SF X $ =$ + Initial Fee: $ + Additional Fee ( NEW YORK STATE CODE CONIPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: .Groun(l Snow Load: ~0 Wind Speed; I~0MPH Seismic Design Category." B ', Weathering: Severe__ -Frost Depth: 36" __Termite: M-H' Decay: Design Temp: 11 __ -Ice Shield Underlay: YI~ . Flo~d Hazai~ds: USE/OCCUPANCY CLASSIFICATION: · HEIGt:IT/FIRE AREA: . , TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/pREscRIPTIVE FULL FRAMING DESIGN ELEMENTS: YfN ItEADERS: Y/N WALL STUDs: YfN CEILING JOISTS: Y/N FLOOR JOISTS: LU'fi{BER SPECIES AND GIL&DE: Y/N GLRDERS: YiN ROOF ICAIVTERS: yiN wi]q'DOW AND DOOR SCHEDULE! · [VIISSLE TEST ILEQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N V~NT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N lVIEAlq'S OF EGRESS: Y/N PLUMBING RiSER DIAGRAM: YfN LOCATION OF FIIt. E PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS & TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) SC, OHS RE~ NO.. RIO - 97 - 00~4 SURVEY OF LOT' 17 "ELIJAHS LANE ESTATES, sEcI:. 2 F&ED OCT. 8, 1996 FI~E NO. 9912 A T MA TT/TUCK TOWN OF $OUTHOLD SUFFOLK COUNTY, N Y. 1000- 108- 04 - Z41 Scale: 1"= 40' Dec. 4, 1996 AOG. 12, 1997 (foundafion 1 .E.1~ 23, 1998 NOV. I~, 2005 CERTIFIED TO, DEREK McLEAN THE 8RIDGEHAMPTON NATIONAL BANK b'~PERIOR ~ACT c~ AREA = 43,646 sq. ft. AND CONS~RUCr{O~ O~ SUBSURFACE ~ ~WAGt DISPOSAL SYS FEMS FOR SINGLE ImAIdlL ~' RESI, ,ENCE$ F. O. BOX 909 IZJO TRAVELER $TREEr $O(]THOLD, I~Y. 1197~ · 96 - 317 17 REScheck Software Version 4.4.1 Compliance Certificate Energy Code: Location: Construction Type: Project Type: Heating Type: Heating Degree Days: Climate Zone: 2010 New York Energy Conservation Construction Code Suffolk County, New York Detached 1 or 2 Family Addition/Alteration Non-Electric 5750 4 Construction Site: Owner/Agent: McLean, 515 Gabdella Court Mattituck, NY Compliance: 77.1% Better Than Code Maximum UA: 533 Your UA: 122 Designer/Contractor: James Deerkoski, P.E. 631-298-7116 Floor 1: All-Wood JoisUTmss:Over Uneandltioned Space Wall 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low-E Door 1: Solid Ceiling 1: Cathedral Ceiling (no attic) Ceiling 2: Flat Ceiling or Scissor Truss 748 30.0 0.0 25 630 19.0 0.0 32 68 0.310 21 21 0.300 6 24 19.0 0.0 1 724 19.0 0.0 37 Compliance Statement: The proposed building design described hem is consistent with the building plans, specifications, and other calculations submitted with the permit application. The I~sed building has peen designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Vemion 4~.1 ~..d to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ~.~ ~ Name - Title S~'~a~k'e~.~ Date (631) 296-2250 Design No. U301 Bearing Wall Rating -- :2 HR. Finish Rating -- 66 Min. Load F4e~trict~d for Canadian Applications -- See Guide BXUU7 16" 0. 16" 0, 3. NAILHEADS - EXPOSED OR COVERED WITH JOINT COMPOUND, 2. JOINTS - EXPOSED JOINTS COVERED WITH JOINT COMPOUND AND PAPER TAPE* JOINT COMPOUND AND PAPER TAPE MAY BE OMiTtED WHEN SQUARE EDGE BOARDS ARE USED, AS AN ALTER NATE~ NOM 3/32 IN. THICK GYPSUM VENEER pLASTER MAY BE APPLIED TO THE ENTIRE SURFACE DF CLASSIFIED VENEER SASSBOAR D WtTH THE JOINTS REINFORCED WITH PAPER TAPE. S. NAILS, 6D CEMENT COATED NAILS 1-7/8 IN. LONE~ O,Sfil5 IN. ENANK DIAM, 1/4 IN. DIAM HEADS, AND LtD CEMENT COATED NAILS 2-S/ti IN. LONG, 01~L3 IN. SHANK DIAM~ 9/32 IN. DIAM HEADS. 4. GYPSUM BOARD - ' - 5/8 IN. THICK. TWO LAYERS APPLIED EITHER HORIZONTALLY OR VERTICALLY, INNER LAYER ATTACHED TO STUDS WITH THE 1-7/tt IN. NAILS SPACED 6 IN, DC. OUTER LAYER ATTACHED TO STUDS OVER INNER LAYER WITH THE 2-3/8 IN. LONG NAILS SPACED 8 IN, DC. VERTICAL JOINTS LOCATED OVER BTU DS* ALL JOINTS IN FACE L~YERS STAGGERED WITH JOINTS tN BASE LAYERS. JOINTS OF EACH BASE LAYER OFFSET WITH JOINTS OF BASE LAYER ON OPPOSITE SIDE. WHEN USED IN WIDTHS OTHER THAN 48 IN*, GYPSUM BOARD TO SE INSTALLED HORIZONTALLY. WHEN STEEL FRAMING MEMBERS* )ITEM 6) ARE USED, RASE LAYER ATIACHED TO FURRING CNANNELS WITH d IN* LONG TYPE S BUGLE-HEAD STEEL SCREWS SPACED MAX 24 IN DC; FACE LAYER ATTACH ED WITH 1-5/tt IN. LONG TYPE S BUGLE-H LAD STEEL SCREWS 4D* GYPSUM ROARD* - AS AN ALTERNATE TO ITEM 4 - 5/tt IN, THICK APPLIED EITHER HORIZONTALLY OR VERTICALLY. INNER LAYE flS FASTENED TO FRAMING WITH 1-3/4 IN. LONG TYPE W COARSE THREAD GYPSUM PANEL STEEL SCREWS SPACED A MAX tt IN. OC, WITH LAST SRCREW E IN. FROM EDGE OF BOARD. OUTER LAYERS FASTENED TO FRAMING WITH 1-7/8 IN. LONG TYPE W COARSE THREAD GYPSUM PANEL EIEEL SCREWS SPACED A MAX S IN. OC, WITH LAST SCREW S IN. FROM EDGE OF BOARD. WHEN USED IN WIDTHS OTHER THAN 48 IN,~ GYPSUM BOARD TO BE INSTALLED HORIZONTALLY. ALL JOINTS IN FACE LAYERS STAOGE fiE D WITH JOINTS IN BASE LAYERS. JOINTS OF EACH BASE LAYER OFESST WITH JOINTS OF SASE LAYER ON OPPOSITE SIDE. AMERICAN GYPSUM CO - TYPE5 AGX-1, AG-C. 4E. GYPSUM ROARDe - IA5 AN ALTER NATE TO ITEMS 4 THRO UGH 4D} - 5/S IN. THICK, 4 FT. WIDE, FAPER SURFACED APPLIED VERTICALLY AND SECURED AS DESCR]BED IN ITEM 4. TEMPLE-INLAND - TYPE X COMFORTGUARD SOUND DEADENING GYPSUM BOARD. 4[~ GYPSUM BOARD* - (AS AN ALTERNATE TO tTEM 4) - NOT TO BE USED WITH ITEM 6.5/8 IN. THICK, 4 ST. WiDE~ PAPER SURFACED, APPLIED VfiRTICALL fi AND SECURED AS DESCRIBED IN ITEM 4. NATIONAL GYPSUM CO - SOUNDBREAK XP TYPE X GYPSUM BOARD 4G, WALL AND PARTITION FACINGS AND ACCESSORIES* - (AS AN ALTERNATE TO ITEMS 4 THROUGH 4Fi - NOMINAL 5/ti IN. TRICK, 4 FT WiDE PANELS, APPLIED VERTICALLY AND SECURED A5 DESCRIBBD IN ITEM 4. SERIOUS MATERIALS INC - TYPES QUIETEOCK ES, QUIETEOCK tt27. 4H. GYPSUM BDAKD* - lAS AN ALTERNATE TO ITEM 41 ' NOT TO BE USED WITH ITEM tr. IN. THICK~ 4 ST. WIDE~ PAPER SURFACED, APPLIED VERTICALLY AND SECURED AS DSSCRIRED IN ITEM 4. CERTA[NTEED GYPSUM INC - TYPE SILENTFX 5. MOLDED PLASTIC* - NOT SHOWN, OPTIONAL - SOLID VINYL SIDING MECHANICALLY SECURED OVER TNE OUTER LAYER TO FRAMING MEMBERS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDED INSTALLATION DETAILS* ALSIDE, D[V OF ASSOCIATED MATERIALS INC GENTEK BUILDING PRODUCTS LTD VYTEC CUSP NEBRASKA PLASTICS INC 6. STfiEL FRAMING MEMBERS - (OPTIONAL~ NOT SHOWN)' - FURRING CHANNELS AND RESILIENT SOUND ISOLATION CLIP AS DESCRIBED tt ELDW: A. FURRING CHANNELS - FORMED OF NO. 25 MttG GALV STEEL. 2-3/S TN. WIDE RY 7/8 IN. DEEP~ SPACED 24 IN. OC PERPENDICULAR TO STUDS, CHANNELS SECURED TO STUDS AS DESCRItt ED IN ITEM E. ENDS OF ADJOINING CHANNELS ARE OVERLAPPED 6 IN, AND TIED TOGETHER WITH DOUBLE STRAND OF NO. 18 SWG GALV STEEL WIRE NEAR EACH END OF OVERLAP. AS AN ALTERNATE, ENDS OF ADJOINING C NANNELS MAY BE OVERLAPPED S IN. AND SECURED TOGETHER WITH TWO SELF-TAPPING #S FRAMING SCREWS~ MIN. 7/16 IN. LONG AT THE MIDPOINT OF THE OVERLAP~ WITH ONE SCREW ON EACH FLANGE OF THE CHANNEL. WALLBOARD ATTACHED TO FURRING CHANNEL~ AS DESCRIBED IN ITEM 4, B, STEEL FRAMING MEMBERS* - RESILIENT SOUND ISOLATION CLIP USED TO ATTACH FURRING CHANNELS (ITEM 6Aa TO S~JDS. CLIPS SPACED 4S IN. OC. AND SECURED TO STUDS WITH NO. 8 X 2-1/2 IN. COARSE DRYWALL SCREW THROUGH THE CENTER GROMMET. fURRING CHANNELS ARE FRICTION FITFED INTO CLIPS. PAC INTERNATIONAL INC - TYPE RSIC-S. 7. WALL AND PARTITION RACINGS AND ACCESSORIES* - (0 PTIO NAL~ NOT SHOWN) - NOMINAL 1/2 IN. TH[CK~ 4 FT WIDE PANELS, FOE OPTIONAL USE AS AN ADDITIONAL LAYER ON ONE OR BOTH SLOES OF THE ASSEMBLY. PANE~S ATTACH ED IN ACCORDANCE WITN MANUFACTURER'S RECOMMENDATIONS. WHEN THE QR-530 PANEL tS INSTALLED BETWEEN THE WOOD FRAMING AND THE UL CLASSIFIED GYPSUM ttOARD~ THE REQUIRED UL CLASSIFIED GYPSUM BOARD LAYE E(SI LB/ARE TO rte INSTALLED AS INDICATED AS TO FASTENER TYPE AND SPACING~ EXCEPT THAT THE REQUIRED FASTENER kENGTH SHALL BE INCREASED try A MINIMUM OF 1/2 IN. NOT EVALUATED OR INTENDED AS A SUBSTITUTE FOR THE REQUIRED LAYER(S) OF UL CLASSIFIED GYPSUM BOARD. SERIOUS MATERIALS 1NC - TYPE QUIETRGCK 8. CEMENTITIOUS BACKER UNITS* - (OPTIONAL ITEM NOT SHOWN - FOR USE ON FACE OF 2 HR SYSTEMS WITH ALL STANOARD ITEMS REQUIRED) - 1/2 IN,~ 5/8 IN. tt/4 IN. OR ! IN. TNICK~ MIN. tt2 IN. WIDE.- AP PLIED VERTICALLY WITH VERTICAL JOINTS CENTERED OVER STUDS, FACE LAYER EASTENED OVER GYPSUM BOARD TO STUDS AND RUNNERS WITH CEMBNT BOARD SCREWS OF ADEOUATE LENGTH TO PENETRATE STUD BY A MINIMUM OF 3/8 IN, FOR STEEL FRAMING MEMBERS~ AND A MINIMUM OF 3/4 IN. FOR WOOD FRAMING MEMSE RS SPACED A MAX OF 8 IN. OC. NATIONAL SYPSUM CO - TYPE PERMABASE ENEf L NOTE,$ CONSTRUCTION NOTES: . The informaEefl within fois set of construction documents Is related to basic design ntentandframingdea s. TheyareirdendedasaconstrueEonad,notasubs ua br generally aaeepted good bulldmg practice and compliance with currant New York ~tate building codeS. Re General Contracfor ie responsible for provldrng standard :onstruction details and procedures to ensure e professionally finished, structurally ~ound and a weatherproof completed product. The Gene a Contractor is responsible for ensuring that aU work and construcflon leers current fedora, eta e, county and local codes~ ordinances and ragu at nns, etD. hess codes are Io be considered as part of the speelfiCtalons for this building and ihoMd be adhered to even if In variance with the plan , Dlmenmens shall tare precedent over sca[ed drawings 30 NOT SCALE DRAW NOS) The designer fiBS not been engaged for consHucfien supeedslon and assumes no ~sponMbllgy for ~onstrucEen coordlnaEng with these plans, nor respens b ty fo =onstrucgen mear~s, methods, techniques, sequences, or procedures, or for emery ~recaut~ns and programs ~n connection w~th the work. There are ne warranties for a specific use expressed or implied in the use of these plans. Refer to the Window and Door schedule for exterior openings, The General Gonfracthr is to ensure that masonry or pretafoactad fireplaces meets exceeds manufacture's specifications and applicable codes 7) The General Gon~acthr is to consult wdh the owner for all bulIMn items such as bookcases, sheNIng, panby, clesets~ trims, etc. Wind load requirements shall be taken into account during consNuehon. FOUNDATION NOTES: determine intended heights of hnlshed floor(s) above typical grade. 2). ,NI fooEngs te rest on undisturbed {vlrp~n) soil. (MIN. SOIL STRENGTH AT 2000psi) 3) Provide 1/2" expansion elrd mateda[ beEveen concrete slabs and abut[lng 4} Any new concrete walls being aUached th existing concrete structure shall 6" maximum 1LEs (layers}. N.Y,S. RemdentMI ConMmcfion Code. A B-mil polyethylene film shall be applied over the below grade i~oNion of exterior walls prior to backfilling FRAMING NOTES 1 ). All framing teGhn quos and methods ae prescflplMe design of current BBC High Wind Edition Wood Framing Constr~ctMn Manual 2}, Unless otherWise noted, all framing and structural wood mafodal to be #2 + BTR, Douglas Fth Si. Floors, walls, ceilings and rares to be spaced at ltl inches a,e. unless holed othe~lse. 4. Unless taherw[se noted, all bearMg wall headers to be (2) 2xlg #2 + BTR. Doug Fir. Bearing wall headers o have (2) jack studs and (2) full length studs on each side of ell openings, LVL heaClem to have (3) Jack studs and {2) full length studs on each side of ~. Searing wail window sills shall also have (2) wledow sdl plates for 2x4 wall ~ between 4'1 and 6'0 and 2x6 wall openings be[ween 5'11 and 8'th Provide fire where appUcabM. s to be InMatled with heaw duty galvin!zed hangers and ppINabie to aE connecting joists. Doeb e up floor Diets under waits that run parallel to the floor joist and under bathtubs s to have c~ramic lie installed shall be vedfled o props sad capacgy unless noted on plans. i. Provide blockthg/dddglng in floor joists at 8"0 D.c.. Use solid blockmg in floor Joists WIND FRAMING NOTES I. R!,D.G E-TO-RAFTE R ASSEMBLY: I-1/4 x 2tt gauge strap shall be attached to each pa r o rafters n accordance o table 3,4. ~hen a collar fie ts used in leu of a ridge strap, the number of 1Dd common nails required n each end ol the coIlar tie need not exceed the tabulated number of 8d nails in the strap. !, RAFTER-TO-WALL ASSEMBLY; ~3taral framing and sheer walt connect one for rafter, ceiling or truss to top plate shall be M accordance to table 3,3. When a rarer or ties do not fall In line wife studs below, rafters )r trusses shall be aUached to the wall top plate and the wall ted plate shad bo attached to :he to the wall stud with upilE connections. Roofs overhanging the rake side of the bulMIng foal[ be connected with uplift connections in accordance with table 3.30, ), WALL-TO-WALL ASSEMELY: NMI studs above and studs below a ttoor lave sba be attached wi h uplIS connections in accordance with table 3 3b, When wall etude above de net fall In line with studs below, the ituds shall be attached to a common member in the floor assembly with upEfi connecters in accordance wife table 3,3, ti, WALL ASSEMBLY TO FOUNDATION; Nrst wall studs shall rte connected to the fouedatlen, sill plate, or bottom plaM with uplift ;onnectors. Steel straps shall have a minimum embedment of 7 Inches in concrete foundaEen and Mab-on-grade, 15 Mches [n masonly block foundations, or lapped under the plata and haled in accordance with table 3 3b. When steel straps are lapped under ~he 3ogom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bog spacing Is to be spaced and sMed in accordance to table 3.2a. In addition to spaclnth anchor buds are to be spaced between 6-12 inches from the end of a sill plate and all earners, 5. TYPE ~ EXTERIOR SHEARWALL CONNECTIONS: Type I ex~e riot shear walls w th a m n mum o 71 6 inch wood s ruclural panel on the extorter aRaahed with 8d common nails at §" o,e* at the panel edges and 12" o,c. in the field, and 1/2 Inch gypsum wallboard on the interior aRached wdh 5d cooler nails at 7" o,c. at panel edges and Itt' D.C. [n the Reid shall be in ao~ordance with the length regugements specified In table th15a-b 6. TYPE II EXTERIOR SNEARWALL CONNECTIONS' Type II exterior shearwalls shall meet the requ roman s of tab e 3. 5a-b Jmes the appropriate length adjustment ~actors in table 3,16 7. INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths ply dad n ab e 3, 4 shall be permitted ta be increased when Intefler shearwalls are used. Sheathing and connecgons shall be In accordance with 2.4.4.2 and 2.2.4 respechvMy tt, CONNECTIONS AROUND EXTERIOR WALL OPENINGS* Header and/or girder conneat one she be attached wi h uplift connechens In accordance with table 3~5. Wlndaw sill p[atae shall be have steel conneethrs in accordance web table DECK AND COVERED PORCH NOTES: . UMeSS other!se noted, ell fraedng materrM to be #1 ACQ pressure treated lumber , hangers and anchors to be galvlnlzed or stainless steer post with washers and nut~. piers shall be anchored with proper steel conasaurs anchored anchor bolt w~th washers and nuts. . Pests suppoNthg girders shall be anchored to a 12"x 12"xl 2" thick concrete footing ¢2' dla x 7" long anchor bolt with washers end nuts. Footings Shall be 3 th covered roofs shall have 12" dca. ~ondrete piers for the girders, 4}. Deck jolts to have bMckmg at 8'0 D.C.. 5. A minimum of 10 Inch flashing shall be InMaEed between the building and ledger. Ledgerfobe asened obudngw h 2 dla, boltswlhwashersandnuts where needed. .Conorete piers shall be a minimum 6" aflove grade. . All jo~sts to be supper[ed wdh hangers and anchors. Each Joist shall also be anchored o girder(s), L Covered ROOTS shall be assembled and anchored the same manner as a typical budding. PLUMBING NOTES i). All water supply, drainage and venting to be Instarled as per N,Y,E, Residential 2onstrucgon Code. !). Verlf~ septic system wgh the Engineer for Suffolk County Heagh DepaNment approval. ). If wall studs, plates or joists are cut out duEng instaltagoa for any plumbing related work, )mvlde sdeduate bracing and plates to protect and secure foe structure. Ved/y with the ~e sma and spacing permitted, HVAC SYSTEM NOTES I), Mechanical subconfractor Is responsible for adheadng to ali applicable codes and safety .~). HVAC subcontractor is to fully coordinate all system data and requhemen/~ with the ~qulpment supplier. ~. HVAC subcontractor to provide final system layout drawing and submit it to the General All elacthcal to be thslalled as per N.Y S Residential Construction Code. All electncal work shall be approved by a qualified Uede~r flor. Install Smoke detectors and Carbon Monoxide detectors throughout as per section R31 T MY.S, Residential Constru~on Code. NAILING SCHEDULE ROOF FRAMING: NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING RAFTER TO 8' WALL: 3-8d COMMON EACH TOE-NAiL TOP pLATE 10~ WALL: 4-8d COMMON RAFTER CEILING JOIST 8'WALL: ~-Bd COMMON EACH TOE-NAIL TO TOP PLATE 10'WALL, 4-Sd COMMON JOIST CEILING JOIST TO AS PER TAttLE 3.7 EACH FACE PARALLEL RAFTER WFCM - BBC L~p NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTmON WFCM - BBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - BBC END NAIL BLOCKING 2 - Ed COMMON EACH TOE TO RAFTER END NAIL RIM BOARD 2 - 16d COMMON EACH END TO RAFTER END NAiL WALL FRAMING: NAIL NAIL NOTES JOINT DESCRIPTION QTY, SPACING TOP PLATETO !- 1Ltd COMMOh PER FACE NAIL TOP PL4TE FOOT SEE NOTE: 1 TOP PLATES AT - 16d COMMOh JOINTS FACE INTERSECTIONS EA SIDE NAiL STUD TO )- - 16d COMMO~ 24" FACE STUD O.C, NAiL 16" O,C, FACE HEADERTO 1BdCOMMON LLONG EDGES NAIL HEADER TOP OR BOTTOM ~. - 16d COMMOF PER 2x4 STUD END PLATE TO STUD ~- 1Ed COMMOF PER 2x6 STUD NAIL EOT~OM PLATE TO: PER FACE NAIL :LOOR JOIST, BAND JOIST -~ - 16d COMMON FOOT trEE NOTE' 1,2 END JOIST OR fLOCKING FLOOR FRAMING: NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING JOIST TO 4 - Ltd COMMON PER TOE tILL, TOP pLATE OR GIRDER JOIST NAIL BRIDGING 2 - Ed COMMON EACH TOE TO JOIST END NAIL BLOCKING E - Ltd COMMON RACH TOE TO JOIST END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 - 1fid COMMON BLOCK NAIL EACH FACE LEDGER STRIP ~- lsd COMMON JOIST NAIL TO BEAM PER TOE JOIST ON LEDGER 3 - 8d COMMON JOIST NAIL TO BEAM PER END BAND JOIST ~- 16dCOMMOh JOIST NAIL TO JOIST PER TOE NAiL BAND JOIST TO: !- 16d COMMOh FOOT SEE NOTE: 1 SILL OR TOP PL4TE OOF SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY, SPACING STRUCTURAL PANEL Bd RB PERTABLE 3,$ WFCM - SEC ;EILING SHEATHING: JOINT DESCRIPTIOh NAIL NAIL IQTY, .SPACING GYPSUM 5dCOOLERG 7 O.C. EDGE WALLEOARD 10" O.C * FIELD PL ,N CONTENTS.' CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT H~.~S LOAD (MPN) CATEGORY DEPTH MODERATE EUGHTTO TEMP. REQUIRED 12gLss, I 1ltl I S I SEVERE I 3 FT. I TO NEA.#y [MODERATEI 11I NONE ROOF SHEATHING REC UIREMENTS FOR WIND LOADS: NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT pANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE ~d COMMON @ 6" D.C. Bd COMMON ~ 6" D.C. SEE NOTES: 1,3 INTERIOR ZONfi ad COMMON @ 6" D.C. Ltd COMMON ~ 12" D.C. GABLE ENDWALL RAKE AND RAKE TRUSS Bd COMMON @ 4" O.C 8d COMMOM @ 4" D.C. SEE NOTES' 1,3 EE NOTES (RUTH FELDS NOTE: 2 FOR PANEL FIELD NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTRE ONLY. 1 ). For roof sheafoIng wdh~n 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof I~ak, the 4 foot peflmetar edge zone attachments required shall he used. 2) Tabulated t 2 inch D.c. nail spacing assumes sheathing affached to rarer ! truss fraedng members with G>0.49. For framing members wdh <B d2<G<0.4g, the nail spaMng shall be reduced to 6 inches o,c. ttt. Tabulated 4 Men o.o~ nail spacing assumes shetahlng to rarer ! truss 1rasing members with G>tt.49. For framing members with g 42<G<tt.49, the nail spacing shall be reduced to 3 Inohes WALL SHEATHING REQUIREMENTS FOR WiND LOADS: I NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATIOh AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' EDGE ZONE 8d COMMON ~ 6" O.C, 8d COMMON @ 12" O.C, INTERIOR ZONE 8d COMMON ~ 6" D.C. 8d COMMON @ 12" D.C. NOTES SEE NOTES' 1 ~ 3 ( BOTH FIELDE NOTE: 2 FOR PANEL FIELD SEE NOTE: 3 WALL SHEATHING: NOTE S JOINT DES :RIPTiOF ~ THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY STRgC' URAL A 1 ) For well sheafo~ng wdhM 4 feet of the corners, the 4 foot edge zone attachment reguRements shall PANI LS ~d COMMON be used 7 tt" )SB pLYW )OD =d COMMON 2), Tabulated 12 inch o.c. nell spacing assumes sheathing atlached to stud framing members with G>g,49. For framing membem wdh 0.42<0<, the nad spacings shall be reduced to tt inches D.c. GYP UM WALLB )ARD ~ rd COOLERS 3)* For exteEar panel siding, galvM[zed box nails shall be permlged to be substituted for common nails FLOOR SHEATHING: NOTE: NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY JOINT DESCRIPTION QTY. SPACING 6" C.C. EDGE EXISTING CONDITIONS, MINIMUM 3000# APACITY. STRU~,T, URALI OR LEssPANELS 8d COMMON 12" O C, FIELD 1) PROVIDE 515'" TYPE-X SHEETROCK FiRE STOPPING AT 10'r'tt MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS* NOTES: s, USE SIMPSON HANGERS ANG ANCHORS WITH Z-MAX TR[PPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. -- 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. NAIL NAIL JOINT DESCRIPTiOF QTY SPACING STRgCTURAL ~d COMMON AS PBS TABLE 3,E PANELS WFCM - BBC NOTE: FIRE RATED WALL TO BE INSTALLED AS REQUIRED BY NYS CODE. NOTE: HOUSE TO HAVE NO MORE THAN 4 BEDROOMS PER SCHDS AND BASED ON EXISTING SEPTIC SYSTEM. ANY ADDITIONAL BEDROOMS SHALL REQUIRES APPROVAL BY SCHDS AND BUILDING DEPARTMENT I M C H Design Services Z O O O DRAWN BY: MH January 16, 2011 SCALE: 1/4" = 1'-0" SHEET NO: k4 H REAR ELEVATION SCALE: 1/4" = 1'-0" RIGHT ELEVATION SCALE: 1/4": 1'-0" ,q OCCUPANCY OR USEIS UNLAWFUL W!THOUTCERTIF1CATE OF OCCUPANCY PLUMBER CERTIFICATION ON LEAD CON'~ENT BEF. ORE CERTIFICATE OF OCCUPANCY soLDER U~ED IN WATER SU,~PL Y SYSTEM.CANNO.T EXCEED 2/10 OF 1%.LEAD.. PLUMIqlNG ALI, PLUMBING WASTE & WATEgl LINES NEED TESTING BEFORE COVERING -FIRE INSPECTION lB:ORE APPROVED AS NOTED NOTIFY BUILDING DEPARTMENT AT 765-1~02 8 ~ TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - ~ REQUIRED FOR POURED CONCRETE 2. ROUGH- FRYING, PLUMBI~, ELE~RICAL STRAPPING, ELECTRICAL & CAULKING INSPE~ION REQUIRED ~ ~NSU~O~ FINAL. CONSTRUCTION & E~C~IC~ MUST 8E COMPL~ F~ C,O. REQUIREMENTS OF ~E ~E8 OF NEW YORK STATE ~T ~ F~ DESrGN ~ COH~ COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED ~ S(~D TOWN ..// / //1 SOUTHOL~PLANNrNGBOARD N,Y,~/DEC Z 0 December 12, SCALE: 1/4" = SHEET NO: EXISTING EX. RIDGE EX. 2X8 CJ EX. GARAGE SECTION A-A SCALE: 1/4" = 1'-0" F1 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL SLOPE" 114" PER FOOT PITCH TO DRAIN SEPTIC SYSTEM PLUMBING SCHEMATIC N.T.S. pba SCALE: 1/4;" -~ ~'-0' .KITCHEN HALL .BEDROOM BATH ~ISTING BEDROOM EXISTING ATTIC ~ F~LAN " 2ND PROPOSED ALTERATIONS : " OSQ FT .................. 748. . . 1ST. PLAN SCALE: L'-0' M C H Z 0 DRAWN BY: MH December 12, 2010 SCALE: 1/4" = 1'-0" SHEET NO: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS U,,SE THE FOLLOLUING APPF~OVED LISP METAL C.ONNEC.TOP.5 FOR PROPER IL!IND t~E,51,STANT ,t GOOD CONCTf~UC.TION. FOLLOLU I"IANHFAC.TUf~E'$ I~EC. OI'IPIENDED IN,STALLATION INSTf~UC.TION,5 TO AC.HIEvE I'IA×IP1U'F-1 UPLIFT KING STUDS ;i'O--ENDWALL CRiPPLE STUD RAFTER BO - = DOUBLE JOIST SIDEWALL RAFTER FLOOF JSP NUMBER DESCRIPTIOI~ APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1 ST. ADS5 ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR ,TOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION JSP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE JSP NUMBER DESCRIPTION APPLICATION 2ND, ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR ANCHOR PLATES OF 1 ST. FLOOR. CONNECT THROUGH ALL OPENINGE LSTA12 1-1/4"xl 2" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTEF 2x6~2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) $OISTS. UNDER WALL. FOR ,TOEST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENING~ RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOEKING THROUGH-ROOF EXHAUST ~ VENTS SELECTED AND METAL STRAP ~ ~ LATED BY CONTRACTOR CRICKET AT TOP-SIDE OF VENTILATION CHANNEL I RIM BOARD 0 ~ ~,~ CHIMNEY RAFTER ~AS REQUIRED.. SILL PLATE(S) ~.) WALL SHEATHING RAFTEF~,5MAINT/~N '' ~ '' ~ '' ' ~ '' ' ' '' ~ ~ '' SIDEWALL FLASHING WOOD JOIST-- '~ BARRIER TO LAp FLASHING 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED _ ~ ~ FASCIA ~ ~ ,~ ~ BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - FLOOR JOrST DEPTF JSP NUMBER DESCRIPTION APPLICATION /,~, / ~ ~-~,/ 'S ~'-~COb GIUTTER ROOFING TO AVOID SOAKING WALL STUD O NOT LESS THAN 1/180 OF THE AREA O INSTALL 4'0" C.C. WOOD GIRDER / '%x,-- THE SPACE MEN LATED. ALL OPEH GS CO.TIH SCBEE.EBVENT SHALL BE COVEBED WITH CORROSION- · ON^L OPENINGS / FIT E T. PLYWODD · ~ ,' PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH INSTALL 4'0" C.C. F~SHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF ~A INCH IN DIMENSION. 5OFFITE~ E~E 8"- 14" LSTA30 1-1/4"x30" 18ga, ST~P AND JACK STUDS~ / ~ ~ ~~AND SO AS TO H~NT~N ~R CONNECT TO ON ALL OPENINGS ~ ~/ ~ GAP TO pREVENT CAPIL~RY 4" - 6" ~FTER RTl 0 10-3/4" x 18ga. ~DOWN ANCHOR EACH ~FTER PROVIDE BLOCKING BETWEEN ~OISTS THAT ARE SPICED AND 14"- 16" LSTA36 1-1/4"x36" 18ga. ST~P AND JACK STUDS 8"- 12" RAFTER RT20 21-1/8" x 20ga. ~DOWN ANCHOR CONNECT TO EACH RAFTER 6OFFITE~ EAsE ~ET~IL ON ALL OPENING~ G NAILS OUT 2ND. FLOOR WALL~ ~ ~ m ~ ~ ~ ~ ~ ROOFIN~ LAPS BASE ~ BASE FLASHING WRAPS CORNERS, ~FTER 0 RIDGE CAP OF SAME UNDER SHINGLES AT MATER~L AS ROOFING SHINGLES AT BAS~ MIN. ~ INCHES THROUGH VENT 1 ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ¢4~"06 ~ WOOD JOIST AND ALL WINDOW/DOOR OPEN~G JACK STUDS M~AL FLACWIN~ AT ALL ~VE~, 6~D~A~6, WALL STUD ~ ~ FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RA~E6 -- PROVIDE NEHH~ ~GE5 50 INSTALL , V STEEL COLUMN - , ~%" ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS I/2" G~OUT ~ ~ ' '~ ~. '~ (USP LBPSS8 OR BP583) TYPICAL CONE. FOUNDATION. APPLY PILASTERS SILL P~TE TO FOUNDATION T~PICAL ~E~M ~ETAIL WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG, (C~WL SPACE OR FOUNDATION) 2 STORIES 36" CC 5TELL / ~OTTOH (SLAB-ON-G~DE) 1-2STORIES 57"OC ~OOF J~CK6 ~ ~ENTS ~ETAIL ooNc. s~B m-DOOR FRAME 8X8 ~0/10 WW~ ~AR~E -~ //// ~ ~OIST COMPACT FILL ~ i :~ ~oo~ ~ use ~x~ ~ I/2"AIR '~ < ~ ~ 4 7 ~,~ ',' ,, k ' (W~HANAILINGP~T/IFNEEDED) ~ '~ /¢f'A ~'~ * ' 4 ,~ , .~ (PROVZDESTRAPPZ~GTOKEEP~OZSTSA~6NED 12" , ~ ,~ ~ _~o~ 6X6W.W.M ~ ~ ~ ~ ~ ~ ~ , , NOTCH EQUALS1/~ DEPTH OF BEAN ~ ~, ~,~.>'~ . ~ 12' ~; ;~~ ,, OF CONTACT W~H CONCRETE OR CONC. BLOCK BEAM POCKET FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" C.C. 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ON ALL OPENINGS INSTALL 4'0" C.C. 8"-16" MSTA48 1-1/4"x48" 16ga. STRAF AND JACK STUDS ON ALL OPENINGS ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION (CRAWL SPACE OR FOUNDATION) I STORY 72" CC SILL PLATE TO FOUNDATION (CRAWL SPACE OR FOUNDATION) 2 STORIES 36" CC WALL BOTTOM PLATE TO FOUNDATION (SLAB-ON-GRADE) 1-2 STORIES 57" CC I W C H Z © 0 0 DRAWN BY: MH December 12, 2010 SCALE: 1/4" = 1'-0" SHEET NO: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS LISE TIlE FOLLO~JlN~ Of~ ,~PPF~OVED USP MET~,L OONNECTOI~5 FOR Pf~OPEF~ LUINO F~ESIBT~,NT OONSTRUCTION. FOLLOUJ MANLJF~,C. TUF~E'5 f~ECOMMENDED INSTALL,,~TION INSTRUCTION5 TO ACHIEVE MAXIMUM UPLIFT LOAD O,~PACITY. DIA. MAXIMUM RAFTER RIDGE LEDGER RAFTER KING STUDS CRIPPLE STUD HEADER JACK STUDS WOOD JOIST-- STAIR R~ 1-1/Z" SPACE MINIMUM HANDRAILS ~ ~ BALUSTERS HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. HANDGRIP PORTiON OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" IN CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE 4" DIA, MAXIMUM RIDGE-TO-RAFTER CONNECTION LOCATION USP NUMBERI DESCRIPTiON AppI TCATION ROOF LSTA24 1-1/4"x24" 20ga. STRA[~ APPLY OVER RIDGE TO EACH RAFTER RAFTER TOP PLATE WALL STUD RAFTER TO PLATE/STUD CONNECTION LOCATiON USP NUMBER DESCRIPTION APPLICATiON CONNECT TO 4" - 6" RAFTER RTl0 10-3/4." x 18ga. "rYDOWN ANCHOR EACH RAFTER CONNECT TO B" - 12" RAFTER RT20 21-1/8" x 20ga, TYDOWN ANCHOR EACH RAFTER ]OIST GIRDER/HEADER SPLICED JOISTS OVER HEADER/GIRDE~ LOCATION USP NUMBER DESCRIPTiON APPLiCAtiON JOIST TO GIRDER/HEADER RTi0 TYDOWN ANCHOR CONNECT TO EACH IOIST WOOD JOIST RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2 DIA. BOLTS @16 OC W~TH WASHERS GIRDER/HEADER WOOD JOIST FLUSH JOISTS WITH HEADER/GIRDER DECK/PORCI.~ t~,ILING CEILING JOIST TO BLDG. CONNECTION LEDGER TO BE CONNECTED TO BLDG, USING 1/2" DIA. BOLTS @16"OC WTIH WASHERS FLASHING TUCKED UNDER E OF SIDING AND LAPPED OVER FIRST CONTiN. PIECE OF SIDING BELOW ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WTTH THE PROPER STEEL CONNECTOR. IF ABLE~ SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. SPLICED JOISTS OVER HEADER/GIRDER BLOCKING WOOD GIRDER RAFTER SIZE USP NUMBER DESCRIPTION APPLiCATiON 2x6-2x8 LS26 1Bga. SLOPE HANGER ~,PPLY TO EACH RAFTER / LEDGER 2X10 LS210 18ga, SLOPE HANGER ~PPLY TO EACH RAFTER / LEDGER RAFTER RAFTER TO PLATE/STUD CONNECTION TOP PLATE WALL STUD LOCATION RAFTER/pLATE USP NUMBER DESCRIPTION APPLICATiON CONNECT EACH RTl5 TYDOWN ANCHOR RAFTER TO PLATE STUD PLATE ANCHOR PLATS TO EACH STUD SPTH4 CONNECT OVER PLATE/WALL _POST-TO-Gl RD~ER/H EADE~R CON N ECTIO~N LOCATiON -- ~ ~ ~ HEADER-TO-POST/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH .lACK STUD ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD POST RIM/DECKJOIST POST-TO-DECK CONNECTION USE MIN. (2) 1/2" DIA. GALV. BOLTS WTiH WASHERS AND NUTS BEARING PLATE DOUBLE 2x (MINIMUM) FOR HEADER OR BEAM FLOOR FRAMING BLOCKING FOR LAG BOLTS RIM ~OIST / BD. LAG BOLTS W/WASHERS n CONNECTED TO BLDG. @16 OC 2X.IOISTS DECK/PORCH LEDGER CONNECTION PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND USE WITH RTl0 T'(DOWN ANCHORS ROD FOR STU MINIMUM END DISTANCE HOLLOW COLUMN UPLIFT SIMPSON STRONG TIE MODEL STRR1/2 INSTALL AS PER MANUFACTURE S RECOMENDATIONS GIRDER/HEADER- POST/COLUMN - POST-TO-GIRDER/HEADER CONNECTION USE MIN, (2) 1/2" DIA. GALV. 8OLTS WTIH WASHERS AND NUTS GIRDER CONCRETE PIER HEADER/GIRDER-TO-POST CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION (2) BEAMS EAUZPI OR WEZM POST / BEAM ANCHOR ~ (3) BEAMS EAU66 OR WE66 POST / BEAM ANCHOR ~ ~PPLYTOEACH PIER ~PPLY TO EACH PIER POST CONCRETE FOOTING DECK POST FTC. CONNECTION LOCATiON USP NUMBER DESCRIFTJON APPLICATION 4X4 POST PAU44 OR WE44 POST / BEAM ANCHOR APPLY TO EACH FOOTING 6X6 POST PAU66 OR WE6( POST / BEAM ANCHOR APPLY TO EACH FOOTING CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS MODERATE SLIGHT TO 45 LBS, t20 B SEVERE 3 FT. TOHEAVY MODERATE tl NONE - DECK AND COVERED PORCH NOTES: 1 ). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber, All fastenem, hangers and anchors to be galvinized or stainless steel. 2), Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2" alia x 7" long anchor bolt with washers and nuts. 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12" thick concrete footing. Use a minimum 1/2" dla x 7" long anchor bolt with washers and nuts. Feobngs Shall be 3 fi, below grade. ¢). Deck joists to have block~ng at B'0 o.c.. 5). Flashing shall be installed between the building and ledger Lapping up the sheathing and over the ledger. Ledger to be fastened to building w~th 1/2" dia, bolts with washers and nuts at 16" o.c. · Concrete piers shall be a minimum 6" above grade. Each Joist shall also be anchored ~o girder(s). · Covered Roofs shall be assembled and anchored the same manner as a typical buildmg · All metal connections and fasteners in direct contacl with AGO shall have the proper from the manufacture· NAILING SCHEDULE ROOF SHEATHING: ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING RAFTER TO 8'WALL. 3-8d COMMON EACH TOE-NAIL TOP PLATE 10' WALL: 4-Bd COMMON RAFTER CEILING JOIST 8' WALL: 3-8d COMMON EACH TOTOP PLATE 10'WALL: 4-8d COMMON JOIST TOE-NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - BBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM -SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM -SBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END NAIL RIM BOARD 2 - IBd COMMON EACH END TO RAFTER END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING TOP PLATE TO PER TOP PLATE 2 - 16d COMMON FOOT FACE NAIL TOP PLATES AT JOINTS FACE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL STUD TO 24" FACE STUD 2 - f 6d COMMON O.C. NAIL HEADER TO 16" O.C. FACE HEADER 16dCOMMON ~.LONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMOh PER 2x6 STUD NAIL BOTTOM PLATE TO: =Leer JOIST, BAND JOIS1 2 - 16d COMMOh PER END JOIST OR BLOCKING FOOT FACE NAIL DECK FRAMING: NAIL NAIL JOINT DESCRIPTION NOTES QTY. SPACING JOIST TO: PER TOE SILL, TOP PLATE OR GIRDER 4 - Bd COMMON JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - Bd COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 - 16d COMMOh BLOCK NAIL LEDGER STRIP EACH FACE BANDTo JOIsTJOIST 3 ~ 16d COMMO~ JOI SAND JOIST TO: 2 - 16d COMMOh FOOT SILL OR TOP PLATE Z O DRAWN BY: MH December 12, 2010 SCALE: 1/4" = 1'-0" SHEET NO: ENEF AL NOTE5 CONSTRUCTION NOTES: · The information within this set of construction documents is related to basic design lng details· They are intended as a construction aid, not a substitute accepted good building practice and compliance with current New York State building codes. The General Contractor is responsible for providing standard :onstruction details and procedures to ensure a professionally finished, structurally sound and a weatherproof completed product. 2). The General Contractor is responsible for ensuring that all work and construction meets current fedora, state, county and dca codes, ora nances and regu at ohs, etc. sThhoe~l; ;eed;~l haerr; ~otab; vCeOnn i., ~n~ rveadri~cYea ~wit( ~ ttl~; ~),PaenCifications for this building and ). Dimensions shall take precedent over scaLed drawings. 30 NOT SCALE DRAWINGS). ). The designer has not been engaged for construction supervision and assumes no ;sponsibility for construction coordinating with these plans, nor responsibility for :onstruction means, methods, techniques, sequences, or procedures, or for safety ~recautions and programs in connection with the work. There are no warranties for a ,ecific use expressed or implied in the use of these plans, · Refer to the Window and Door schedule for exterior openings· · The General Contractor is to ensure that masonry or prefabracted fireplaces meets exceeds manufacture's specifications and applicable codes· · The General Contractor is to consult with the owner for a, built-in items shelving, pantry, closets, trims, etc. . Wind load requirements shall be taken into account during construction. FOUNDATION NOTES: l). The General Contractor and Mason to rewew plans, elevations, details and notes to tetermine intended heights of finished floor(s) above typical grade. . All footings to rest on undisturbed (virgin) soil (MIN. SOIL STRENGTH AT 2000psi) . Provide 1/2" expansion joint material between concrete slabs and abutting 9ncrete or masonry walls occudng in exterior or unheated interior areas. ~ new concrete walls being attached to existing concrete structure shall be ~nstalled with #4 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 5). Unless otherwise noted, all slabs on grade to be 3500 p.sJ.. Concrete to be poured on 4 inch thick sand or gravel fill wdh 6x6 wire mesh reinforcing· Interior slabs 0 to be minimum 3-1/2 inch thick. All fill to be compacted to 95 Y, relative density with 6" maximum lifts (layers). ]). Crawl spaces to be provided with a minimum 18"x24" access opening. Inslall one 3xl 6 cast iron foundation vent for every 150 sq. ff. of area. . Dampproof exterior of foundation with bithminous coating as per section R406 of N.Y.S. Residential Construction Code· A 6-mil polyethylene film shall be applied over the below grade portion of exterior walls prior to backfilling. 8). Drainage as per section R405 of N.Y.S. Residential Construction Code. FRAMING NOTES 1 ). All framing techniques and methods as prescriptive design of current SBC High Wind Edition Wood Framing Construction Manual. 2). Unless otherwise noted, ail framing and structural wood material to be #2 + BTR. Douglas Fir. 3). Floors, wails, ceilings and rafters to be spaced at 16 inches o.c. unless noted otherwise. 4). Unless otherwise noted, all beadng 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 all openings. LVL headers to have (3) jack studs and (2) full length studs on each side of openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire and blocking where applicable. 5). All flush beams/headers to be installed with heavy duty galvinized hangers and anchors where applicable to all connecting joists. 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. Floors to have ceramic tile installed shall be venfied for proper Icad capacity unless noted on plans. 7). Provide blocking/bridging in floor joists at 8'0 c.c.. Use sohd blocking in floor joists under all bearing walls. 8). Provide insulation baffles at eave vents between rafters. Install drafi blocking as needed· 9). Unless othemnse noted, all roofs and walls ta have a minimum 1/2" thick, 4-ply Fir CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 10). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subgoor adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed over subfioor as per manufacture's instructions. 11 ). All bathroom wails to have 1/2" thick moisture-resistant sheetrock. Garage wails and ceilings and over furnace to have 5/8" thick type-x sheetrock. All other pads of building to have regular 1/2" sheetrock. All walls to be taped and finished. 12). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 13). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be [nstaNed with a foam sill gasket and cop-r-tax termite shield or approved equal WIND FRAMING NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: t-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. ~/hen a collar tie ~s used in leu of a ridge strap, the number of 10d common nails required n each end of the cellar tie need not exceed the tabulated number of 8d nails in the strap. 2). RAFTER-TO-WALL ASSEMBLY: _ateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters 3r trusses shall be attached to the wall top plate and the wall top plate shall be attached to :he to the wall stud with uplift connections. Roofs overhanging the rake side of the building shall be connected with uplflt connections in accordance with table 3.3c. 3). WALL-TO-WALL ASSEMBLY: Nail studs above and studs below a floor level shall be attached with uplift connections in accordance with table 3.3b. When wall studs above do not fall ~n line with studs below, the studs shall be attached to a common member in the floor assembly with uplift connectors in accordance wdh table 3.3. · WALL ASSEMBLY TO FOUNDATION: rst wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift :onnectors. Steel straps shall have a minimum embedment of 7 inches in concrete bundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under :he plate and nailed in accordance with table 3.3b. Whe. steel straps are lapped under the ~ottom plate, 3 inch square washes shall be used with thee anchor bolts. Anchor bolt spacing is to be spaced and sized In accordance to table 3.2a. In addition to spacing, anchor bctts are to be spaced between 6-12 inches from the end of a sill plate and all ;erRors. 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS, Fypa I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior ~ttached with 8d common nails at 6" c.c. at the panel edges and 12" c.c. in the field, and I/2 ~nch gypsum wallboard on the intedor attached with 5d cooler nails at 7" c.c. at panel ~=dges and 10" c.c. in the field shall be in accordance with the length requirements specified n table 3.15a-b. · TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type II extedor shearwalls shah meet the requirements o,f table 3.15a-b times the appropriate length adjustment factors in table 3.16. 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall 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 sha, be have steel connectors in accordance with table 3.5. 9). CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as 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 #1 ACQ pressure treated lumber. A fasteners, hangers and anchom to be galvinized or sta n ess stee. ~2). Girders for deck joists to be bolted to each post with washers and nuts. Girdem on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2" dJa x 7" long anchor bolt with washers and nuts. 3). Posts supporting g~rders shall be anchored to a 12"x12"x12" thick concrete fuctmg. Use a minimum 1/2" die x 7" long anchor bolt wdh 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 8'0 d.C.. 5). A minimum of 10 inch flashing shall be installed between the building and ledger. Ledger to be fastened to building with 1/2" dia. botts w~th 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 Construction Code. 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, provide adequate bracing and plates to protect and secure the structure. 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 adheadng to all applicable codes and safety requirements. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the equipment supplier. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General Contractor and owner for final review and approval. ELECTRICAL NOTES: 1). All electhcal 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 ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES RAFTER TO 8' WALL: 3-8d COMMON EACH TOPPLATE 10' WALL: 4-Sd COMMON RAFTER TOE-NAIL CEILING JOIST 8' WALL: 3-8d COMMON EACH TO TOP PLATE 10' WALL: 4-8d COMMON JOIST TOE-NAIL CEIMNG JOIST 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 AS PER TABLE 3,4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END NAiL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAIL WALL FRAMING: NAIL NAIL JOINT DESCRIPTION NOTES QTY. SPACING 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 2 - 16d COMMON STUD d.C. NAIL HEADER TO 16" d.C. FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR BO'FI'OM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 15d COMMON PER 2x6 STUD NAIL Bo~roM PLATE TO: PER FACE NAIL =LOOR JOIST, BAND JOIST 2 - 16d COMMON END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 FLOOR FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING JOIST TO: PER TOE SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - 0d COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAiL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3- 16d COMMON BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3- 16d COMMON JOIST NA[L JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL BAND JOIST 3 - 16d COMMON PER END TO JOIST JOIST NAIL BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT SEE NOTE: ROOF SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY SPACING STRUCTURAL PANEL 8d WFCM- SBC AS PER TABLE 3 8 CEILING SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING GYPSUM 5d COOLER5 7" C.C. EDGE WALLBOARD 10" O.C. FIELD WALL SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING STRUCTURAL AS PER TABLE 3 9 PANELS 8d COMMON WFCM - SBC 7/16" OSB 3" O.C. EDGE 6d COMMON PLYWOOD 6" C.C. FIELD GYPSUM 5d COOLERS 7" C.C. EDGE WALLBOARD 10" O.C. FIELD FLOOR SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY· SPACING STRUCTURAL PANELS 6" C.C. EDGE Sd COMMON 1" OR LESS 12" O.C. FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge· If wall sheathing is nailed 3" 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, shall be used to maintain load path· 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permffled to be reduced to1 - 16d nail per foot. PLAN CONTENT. .' CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMEN FLOOD LOAD (MPN) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 20 LBS. 110 B SEVERE 3 FT. MODERATE SLIGHTTO 11 NONE TO HEAVY MODERATE ROOF SHEATHING RE¢ UIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE Sd COMMON @ 6" C.C. 8d COMMON @ 6" C.C. SEE NOTES: 1,3 INTERIOR ZONE Bd COMMON @ 6" C.C. 5d COMMON @ 12" C.C. SEE NOTES: 1 ( BOTH FIELDS NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS Sd COMMON @ 4" C.C. 8d COMMON @ 4" O.C· SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY 1 ). 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 d.C. nail spacing assumes sheathing attached to rafter / truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches d.C. 3). Tabulated 4 inch d.C. nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION 4' EDGE ZONE INTERIOR ZONE 8d COMMON @ 6" d.C. 8d COMMON @ 12" d.C. 8dCOMMON@6 d.C. 8dCOMMON@12 d.C. NOTES NOTES SEE NOTES' 1,3 ( BOTH FIELDS NOTE: 2 FOR PANEL FIELD 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 comers, the 4 foot edge zone attachment requirements shall be used~ 2). Tabulated 12 inch c.c. nail spacing assumes sheathing attached to stud framing members with G>0.49. For framing members with 0.42<G<, the nad spacings shall be reduced to 6 ~nches c.c. 3). For exterior panel siding, galvifflzed 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). PROVIDE 5/8" TYPE-X SHEETROCK FiRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WiTH ACQ 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Section R602.8 - FIREBLOCK~NG REQUIRED Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between si:odes, and between a top story and the roof space. Fireblocking shall be provided in wood-frame co~nstruction in the following locations. ;[). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 feet. Bat:ts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls consi~usted using parallel rows of studs or staggered studs. 2). At ali interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3). In concealed spaces between sbair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply wtth Section R314.8, N.Y.S. Residential Code, 4). At openings around vents, pipes and duc~ at ceiling and floor level, to resist the free passage of flame and products of combustion. 5). For the fireblocking of chimneys and fireplaces, refer to Section R1001.16. N.Y.S. Residential Code. r, H Z © DRAWN BY: MH December 12, 2010 SCALE: 1/4" = 1'-0" SHEET NO: Design No, U301 Bearing Wall Rating -- 2 HR. Finish, Rating -- 66 Him Load Restricted for Canadian Applications -- See Guide BXUV] 16" 0. 16" 0. C.- :! · -L- ' Ti 2X4 S firestopped 1. NAILH EADS - EXPOSED OR COVERED W~IH JOINT COMPOUND. 2. JOINTS - EXPOSED JOINTS COVERED WITH JOINT COMPOUND AND PAPER TAPE JOINT COMPOUND AND PAPER TAPE MAY BE OMITTED WHEN SQUARE EDGE BOARDS ARE USED, AS AN ALTERNATE, NOM 3/32 IN. THICK GYPSUM VENEER PLASTER MAY BE APPLIED TO THE ENTIRE SURFACE OF CLASS[RED VENEER BASEBOARD WITH TH E JOINTS RDNFORCED WITH PAPER TAPE. 3, NAILS - 6D CEMENT COATED NAILS 1-7/B IN, LONG, 0,0B15 IN, SHANK DIAM, 1/4 IN* DIAM HEADS, AND 8B CEMENT COATED NAILS 2-3/8 IN LONE, thgL3 IN. SHANK DIAM, 9/32 IN. DIAM HEADS. 4, GYPSUM BOARD - * - 5/8 IN, THICK, TWO LAYERS APPLIED EITHER HORIZONTALLY OR VERTICALLY. INNER LAYER A3~AC HED TO ELUDE WITH THE 1-7/8 IN. NAILS SPACED 6 IN, DC. OUTER LAYER ATTACHED TO STUD5 OVER INNER LAYER WITH THE 2-3/B IN. LONG NAILS 5PACED 8 IN, DC* VERTICAL JOINTS LOCATE D OVER BTU DS, ALL JOINTS IN FACE [AYEAS STAGGERED WITH JOINTS iN BASE LAYERS. JOINTS OF EACH BASE LAYER OFFSET WITH JOINTS OF BASE LAYER ON OPPOSITE SIDE· WHEN USED IN WIDTHS OTHER THAN 4B IN,, GYPSUM BOARD TO RE INSTALLED HORIZONTALLY. 4D. GYPSUM BOARD* - A~ AN ALTERNATE TO ITEM 4 - 5/8 IN, O~ICK APPLIED EITHER HORIZONTALLY OR VERTICALLY. INNER LAYERS FASTENED TO FRAMING WiTH ).-1/4 IN. LONG T~PE W COARSE THREAD GYPSUM PANEL STEEL SCREWS SPACED A MAX 8 IN. OC~ WITH LAST SRCREW 1 IN FROM EDGE OF BOARD OUTER LAYERS EASTENED TO FRAMING WITH 1-7/B iN. LONG TYPE W COARSE THREAD GYPSUM PANE L STEEL 5ER EWS SPACED A MAX B IN, CC, WITH LAST SCREW 3. IN* FROM EDGE OF BOARD, WHEN USED IN WIDTHS OTHER THAN 48 IN., GYPSUM hOARD TO BE INSTALLED HORIZONTALLY, ALL JOINTS IN FACE LAYERS STAGGERED WITH JOINTS IN hARE LAYERS, JOINTS OF EACH BASE LAYER OFSSET WITH JOINTS OF BASE LAYER ON OPPOSITE SIDE. AMERICAN GYPSUM CO - TYPED AGX-L~ AG-C. 4E. GYPSUM hOARD* - (AS AN ALTERNATE TO ITEMS 4 TH ROUGH 4D) - 5/8 IN. TH]C K~ 4 IT. WIDE~ PAPER SURFACED APPLIED VERTICALLY AND SECURED AS DESCRIBED IN ITEM th TEMPLE-INLAND - TYPE X COMFORTGUARO SOUND DEADENING GYPSUM BOARD. 4F, GYPSUM hOARD* - (AS AN ALTERNATE TO ITEM 4) ' NOT TO BE USED WITH iTEM B. 5/8 IN. THICK, 4 FT. WIDE~ PAPER SURFACED~ APPLIED VERTICALLY ANO SECURED A5 DESCRIRED IN ITEM 4. NATIONAL GYPSUM CO - 50 UNDBREAK XP TYPE X GYPSUM BOAR D 4G. WALL AND PARTITION FAO NGS AND ACCE55OR[ES* - (~ AN ALTERNATE TO ITL NI5 4 THROUGH 4F) - NOMINAL g/g iN. THICK~ 4 Fi' WIDE PANELS, APPLIED VERTICALLY AND SECURED AS DESCRIBED IN ITEM 4. SERIOUS MATERIALS INC - TYPES QUIETRDCK ES, QUIETROCK 527. 4H. GYPSUM BOARD" - (AS AN ALTERNATE TO ITSM 4) - NOT TO BE USED WITH ITEM 6, 5/8 IN. THICK, 4 Fr. WIDE~ PAPER SURFACED, APPLIED VERTICALLY AND SECURED AS DESCRIBED IN ITEM 4, CERTAINTEED GYPSUM INC - TYPE SILENTFR 5. MOLDED PLASTIC* - NOT BHOWN~ OPTIONAL - 50LID VINYL BIDING MECHANICALLY SECURED OVER THE DUTEA LAYER TO FRAMING MEMBERS IN ACCORDANCE WiTH MANUFACTURER'S RECOMMENDED INSTALLATION gETAILS. ALSIDE, DIV OF ASSOCIATED MATERIALS GENTEK BUILDING PRODUCTS LTD VYTEC CORP NEBRASKA PLASTICS INC B. STEEL FRAMING MEMBERS - (OPTIONAS, NOT SHOWN)* - FURRING CHANNELS AND RESILIENT SOUND ISOLATES N CLIP AS DESCRIBED BELOW: A. FURRING CHANNELS - FORMED OF NO. 25 MEG GRLV STEEL 2-B/8 IN. WIDE BY 7/8 IN. DEEP~ SPACED 24 IN. OC PERPENDICULAR TO STUDS. CHANNELS SECURED TO STUDS A5 DESCRIBED IN ITEM B. ENDS OF ADJOINING CHANNELS ARE OVERLAPPED 6 IN. AND TIED TOGETHER wm.I DOUBLE STRAND OF NO. nB RWG GALV STEEL WIRE NEAR EACH END OF OVERLAP. AS AN ALTER NATE~ ENDS OF ADJOIN~NG CHANNELS MAY BE OVERLAPPED 6 IN. AND SECURED TOGETHER WITH TWO SELF-TAPPING ti6 FRAMING 5CREW5~ MIN. 7/16 IN. LONG AT THE MIDPOINT OF THE OVERLAP, WITH ONE SCREW ON EACH FLANGE OF THE CHANNEL. WALLBOARD ATYADH ED TO EURRiNG CHANNELS AS DESCRIBED IN ITEM 4. B. STEEL FRAMING MEMBERS* - RESILIENT SOUND ISOLATION CLIP UBED TO A~fACH PURR~NG CHANNELS (ITEM DA) TO STUDS. CUPS SPACED 48 IN. OD. AND SECURED TO BTU DS WiTH NC). B X 2-1/2 IN. COARSE DRYWALL 5CgEW THROUGH THE CENTER GROMMET. FURRING CHANNELS ARE FRICTION EITTED INTO CLIPS. PAC INTERNATIONAL INC - TYPE RSIC-).. 7. WALL AND PARTITION FACINGS AND ACCESSORIES* - (OPTIONAL, NOT SHOWN) - NOMINAL )./2 IN THICK, 4 Fr WIDE PANELS~ FOR OPTIONAL USE AS AN ADDITIONAL LAYER ON ONE OR gOTH SIDES OF THE ASSEMBLY. PANELS ATTACHED IN ACCORDANCE WITH MANUEACTURER~S RECOMMENDATIONS. WHEN THE QR-ShD PANEL 15 INSTALLED BETWEEN THE WOOD FRAMING AND THE UL CLASSIFIED GYPSUM BOARD, THE REQUIRED UL CLASSIFIED GYPSUM BOARD LAYER(S) IS/ARE TO BE INSTALLED AS INDICATED AS TO FASTENER TYPE AND SPACING~ EXCEPT THAT THE REQUIRED FASTENER LENGTH SHALL RE INCREASED BY A MINIMUM OF E/2 IN. NOT EVALUATED OR INTENDED AS A SUBSTITUTE FOR THE REQUIRED LAYER(S) DF UL CLASSIFIED GYPSUM BOARD, SERIOUS MATERIALS INC - TYPE O. UIETROCK QR-510. NATIONAL GYPSUM CO - TYPE PE RMABASE ENEF L NOTE,5 CONSTRUCTION NOTES: I), The ~nMrmat~nn wJthfn this se/of construction documents is related to basic design ntent and framing deMlls. They are intended as a construct Jan aid, not a substltate or generally accepted good bolldlng precEDe and compliance with current New York Hate buddfng codas. The Genera[ Contractor is respenmble for providing Mandard =nstrucUon details a~d procedures to ensure a professmnally finished, structurally ;ound and a weatherproof completed praducL !) Tho General Contractor ~s responsible for ensudng that all work and consbucgon neats current federal, state, county and local codes, ordinances and regulations, etD. These codes ara to be considered az part of the spemficagons For this braiding and should be adhered to even if in vadance wBh the plan. I) Dimensions shall take precedent ever scaled drawings. DO NOT SCALE DRAWINGS), · ). The designer has dot been engaged for construction supervision and assumes no responsibility for c~nstrucgon coordinating with these plans, nor responmbilgy for conM~Jcgon means, methods, techniques, sequences, or precedures, or for safety precautions and programs in connecgon with Ihe work. There are no warranties for a spacgic use expressed or ~mphed In [he use of these plans 5}. Refer to the W[edow and Deer schedule for exlenor openmgs. B) The General Conffa_c,!or is to ensure that masonry or prefabracted Rreplaces meets or exceeds manufact0re s specifications and apphcable codes 7) The General Con~'actor is to consmt wgh the owner for al~ built-in items such as bookcases, sbeNing, pantry, closets, trims, etc. Wind Icad reqmrernents shall be taken into account dodng construction. FOUNDATION NOTES: 1 ). The General Contractor and Mason to review plans, elevabens, details and notes to determine intended heights of timshed 6ear(s) above typical grade. 2) Ag footings to rest on undisturbed (virgin) sole (MIN SOIL STRENGTH AT 20BOpsi) 3} Provide 1/2" expansion }olnt matedal between concrete slabs and abutbng concrete or masonry walls occunng in exterior or unheated Interior areas. ¢) Any new concrete walls being aBached to exSgng concrele structure shall be installed with ~4 rD*bar, 18" Jong at 12" o e,, Use approved epoxy for installagen ) Unless etheredse not~d, all slabs on grade to be 3590 p s.L. Concrete to be cured on 4 ich thick sand or gravel fie with 6x6 w~re mesh reinforcing Intedor slabs ~ be minimum 3-I/2 thch thick. All Ell to be compacted to 95% relagve density wgh g" maMmum Iths (layers). 8} Crawl spaces to be provided with a mmimum IS'x24" access openthg. Install one ~x16 cast ~ren foundation vent for every 150 sq R of area. ?) Damppreof axle tier' ef feuedation ~th bituminous coalmg as per section R408 o[ g.Y S Residential Cor~strucgen Code. A 6-m]l polyethylene film shall be appEed over he below grade pcdmln of extedar wails pdor to backfilling, ~), Drainage as per section R405 o[ N.Y.S. Residential Construction Code. FRAMING NOTES WIND FRAMING NOTES t) RIDGE-TO-RAFTER ASSEMBLY 1-1/4" x 20 gauge strap shall be aRachod to each pair of ra[tem In accordance to table 3.4 Nhen a collar tie is used in leu of a ridge strap, the number of 10d common nads required n each end of the collar ge need not exceed the tabulated number of 8d nails in the sb'a p. -~}. RAFTeR-TO-WALL ASSEMBLY: _meed framing and shear wall connections for rafter, ceiling or truss to top plate shall be in accordance to table 3 3. When a rarer or buss do net fall ~n line with studs below, rafters )r tresses shall be aRached to the wall top plate and the wall top plate shall be a[tacheq to he to the wall stud with upliR connectwns. Rcofs overhanging the rake side of the building thall be connected wgh uphft connecgons ~n accordance with table 3,3c. 1). WALL-TO-WALL ASSEMBLY: Nail studs above and studs beMw a Roor level shall be attached wgh uphR connecgons in )ccordance wgh table 3.3b When wall sbJds above do not fall m lie wRh studs below, the ~tuds shall be BEached to a common member in the goer assembly with upllR connectors in iccerdance with table 3.3. I}. WALL ASSEMBLY TO FOUNDATION :lrs[ wall studs shall be connected to the fouedagon, sill plate, or bosom plate wiLh ugJth :onnectors. Steel straps sbell have a minimum embedment of 7 Inches In concrete aundagon and slab-on-grade, 15 rnches in masonry block foundagons, or lapped under ithe plate and naIMd in accenfance w~h lane 3,3b When stem straps are lapped under the betlom plate, 3 ich square washes shall Ue used wgh [he anchor bolts. A~chor bolt spacing ~s to be spaced and s~zed m accordance to ~able 3.2a. In addition to speciE, anchor bolts are to bo spaced be[ween 6-12 roches from the end of a sill plate and all 5) TYPE I EXTERIOR SHEARWALL CONNECTIONS Type I exterior shear wails with a minimum of 7/16 Inch wood structural panel on the exthnor altachod with Bd common nails at 6" o,c, at the panel edges and 12" c.c. In the field, and 112 inch gypsum wallboard on the Interior attached with 5d cooler nails at 7" o,c, at panel edges and 10" c.c. in the held shall be In accordance with the length requirements specified ~n table 3,15a-b 6) TYPE Jl EXTENIOR S HEARW.~LL CONNECTIONS. Type g exleRer shearwalls shall meet the reqmrementa of table 3.15a-b times the apprbedate length adjustment factors In table 3 16 7), INTERIOR SHEARWALL CONNECTIONS· Allowable sidewall lengths preVlded in table 3 14 shall be peri,Red lo be Increased when DECK AND COVERED PORCH NOTES: l) Unless otherwise noted, all framing matedal to be #1 ADO pressure freated lumber, NI Fasteners, hangers and anchom to be galvlnized or stainless steel [), Girders for deck Joists to be bolted to each post with washers and nuts. ~lrders on concrete piers shall be anchored with proper steel connectors anchored hie concrete with a minimum 1/2" die x 7" long anchor bolt wgh washers and nuts ~) Posts sugpothng girders shall be anchored to a 12"×12"x12" thick concrete thoBng Jse a minimum 1/2" dla x 7" long anchor bolt wllh washers and nuts. Footings Shall be 3 th lelow grade, Porches w~h covered roofs shall have 12" die, concrete piers for the girders ~). Deck joists to have blocking at 8'0 o c., i). A minimum of 10 inch gashing shall be Installed between the building and ledger .edger to be fastened to building with 1/2" dia. bolts with washers and nuts ~here needed ~). Concrete piers shall be a ednlmum g" above grade ~). All jofsts ta be supported with hangars and anchors, Each Joist shall afso be anchored 0 gilder(s). ~} Covered Rc~f~ shall be assembled and anchored the same manner as a typical building PLUMBING NOTES I) All water supply, drainage and ventmg to be Installed as per N Y S Resldengal HVAC SYSTEM NOTES ELECTRICAL NOTES: NAILING SCHEDULE ROOF FRAMING: IOINT DESCRIPTIOB NAIL NAIL Q~Y. SPACINE NOTES RAFTER TO 8' WALL 3-Bd COMMON EACH TOP PLATE 10'WALL' 4-Bd COMMON RAFTER FOE-NAg CEILING JOIST 8~ WALL: 3-8d COMMON EACH TO TOP PLATE 10' WALL 4-8d COMMON JOIST 'CE-NAIl CEILING JOIST TO AS PER TABLE 3 7 EACH FACE PARALLEL RAFTER WFCM * BBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM SBC LAP NAIL COLLAR TIE AS PER TABLE 3 4 EACH FACE TO RAFTER WFCM ~ BBC END NAIL BLOCKING EACH TOE TO RAFTER 2 - Bd COMMON END NAIL RIM BOARD EACH END TO RAFTER 2 ~ 16d COMMON END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES TOP PLATE TO PER FACE NAIL TOP PLATE B - 16d COMMON FOOT SEE NOTE. 1 TOP PLATEG AT JOINTS FACE INTENSECTIONS 4 - f6d COMMON EA, SIDE NAIL STUD TO 24" FACE STUD 2 - 16d COMMON O C NAiL HEADER TO 16" O C FACE HEADER 16d COMMON ALONG EDGE~ NAIL TOP OR BO~I OM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BO~I OM PLATE TO: :Leer JOIST, BAND JOIS~ 2 - 16d COMMON 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 ~ILL, TOP PLATE OR GIRDEF 4 - 8d COMMON JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - 8d COMMON END RAIL BLOCKING EACH TOE TO JOIST 2 ~ 8d COMMON END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 - 1Rd COMMON BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3-18d COMMON JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL BAND JOIST PER END TO JOIST 3-16d COMMON JOIST NAIL BAND JOIST TO: PER TOE NAIL SILL OR TOP PLATE 2- 1Od COMMON FOOT ~EE NOTE ROOF SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY SPACING AS PER TABLE 3 B BTRUCTURAL PANEL gd WFCM- SBC ' CEILING SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY SPACING WALLBOARD 5d COOLERS FR. O C, FIELD GYPSUM 7" O,C. EDGE WALL SHEATHING: JOINT DESCRIPTIOt, NAIL NAIL QTY SPACING STRUCTURAL AS PER TABLE 3 PANELS id COMMON WFCM - SDC 7/16" OSB 3" O.C, EDGE PLYWOOD Bd COMMON 6" O.C, FIELD GYPSUM 7" D.C. EDGE WALLBOARD 5d COOLERS lB" O.C FIELD FLOOR SHEATHING: JOINT DESCRIPTION NAIL NAIL 1" OR LESS QTV SPACING 112" O.C, FIELD STRUCTURAL PANELS 8d COMMON 6"O C EDGE NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1) NaiLing requirements are based on well sheathing nailed 6" on-center at the panel edge if wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacg~es, naikng requirements for s~ructural members shall be doubled, or alternate cnnnecters, such as shear plates, shall be used to maIMaln Icad path. 2). When wall sheathing Is conbouous over connected members,the tabulated number of nails shall be permitted to be reduced to1 - 16d nail per foot PI_ N CONTENTG= CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 20 LBB. "1t0 B MODERATE SUGNT TO SEVERE 3FT* TO HEAVY MODERATE 11 NONE ROOF SHEATHING RED UIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PENIMETER EDGE ZONE Bd COMMON @ 6" O.C. 8d COMMON @ 6" C.C. SEE NOTES: 1 ~3 INTERIOR ZONE 8d COMMON 6" O ,, SEE NOTES' 1 BOTH FIELDS @ , .C. 8dCOMMON@12 O.C NOTE:2FORPANELFIELD GABLEENDWALLRAKEANDRAKETRUSS gdCOMMON~4 CC gdCOMMON~4"O.C. SEENOTES: ,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1 ) For roof sheathing within 4 feet of the perimeter edge of the root, including 4 feet on each side of the roof peak, /he 4 feet pedmeter edge zone aBachments required shaE be used. 2). Tabulated 12 inch c.c. nad spacing assumes sheathing attached to abe / truss framing members with G>th49. For framing members wgh <th42<G<0.49, the nail spacing shall be reduced to 6 ~nches c.c. 3}. Tabulated 4 inch c.c. nad spacing assumes sheathing to rare truss framing members with G>0.49. For framlnB members with 0.42<G<0 49, the nail spacin sbelJ tw reduced to 3 inches o,c, WALL SHEATHING RE( UIREMENTS FOR WIND LOADS: NAIL SPACING NAIL SPACING AT INTERMEDIATS SEE NOTES' 1, 3 ( BOTH F~ELDS) 8d COMMON @ 6" O,C, i NOTES ~HEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4'EDGEZONE 8dCOMMON~6"O.C, 8dCOMMON@12"O.C, I NOTE:2FORPANELFIELD , INTERIOR ZONE 8d COMMON @ 12" O.C I [SEE NOTE, 3 NOTE S THESE NOTES ANE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1 )~ For wall sheathmg within 4 feet of the comers, the 4 feet edge zone agachment requirements shall be used 2) Tabulated 12 ich o.c. nail spacing assumes sheathmg at[ached to stud frammg members with G>th4g, For framing membam with B.42<G<, the nail spacings shall be reduced to 6 inches D.C. 31 For extedar panel siding, galwnlzed box nails shall be permgted te be substituted for common nails NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). PROVIDE 5la" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3} INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR, NOTE: FIRE RATED WALL TO BE INSTALLED AS REQUIRED BY NYS CODE. NOTE: HOUSE TO HAVE NO MORE THAN 4 BEDROOMS PER SCHDS AND BASED ON EXISTING SEPTIC SYSTEM. ANY ADDITIONAL BEDROOMS SHALL REQUIRES APPROVAL BY SCHDS AND BUILDING DEPARTMENT F, H Design Services [tog OC NVP Z 0 0 0 i/4" = i'-O" SHEET NO: