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Home My WebLink About37075-Z 4~~"'~F~'C = Y Town of Southold Annex 7/2/2013 5~~ ~ P.O. Box 1179 ^ ' 54375 Main Road Southold, New York 11971 ~ ~t v... il~~ CERTIFICATE OF OCCUPANCY No: 36330 Date: 7/2/2013 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 780 Holden Ave, Cutchogue, SCTM 473889 SecBlock/Lot: 110.-5-19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 2/17/2012 pursuant to which Building Permit No. 37075 dated 3/20/2012 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: alterations and additions, includine covered porch to an existing one family dwelling as applied for The certificate is issued to Gary Nolan & Rebecca Davis - (OWNER) - - of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL _ _ _ _ ELECTRICAL CERTIFICATE NO. 37075 5/23/13 PLUMBERS CERTIFICATION DATED 5/16/13 Dennis Ca/vort`i - _ _ Auth ed Signatur t„r~;~-~.~ TOWN OF SOUTHOLD BUILDING DEPARTMENT $ TOWN CLERK'S OFFICE SOUTHOLD, NY r.., 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 37075 Date: 3/20/2012 Permission is hereby granted to: Nolan, Kenneth & Nolan, Ardith _ _ 780 Holden Ave - - - Cutchogue, NY 11935 To: construct additions and alteration to an existing single family dwelling as applied for At premises located at: 780 Holden Ave, Cutchogue SCTM # 473889_ Sec/Block/Lot # 110.-5-19 Pursuant to application dated 2/17/2012 and approved by the Building Inspector. To expire on 9/19/2013. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $856.00 CO -ADDITION TO DWELLING $50.00 Total: $906.00 Building Inspector ~ t ~ ~ Form Nn. 6 b 3l - `l J 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 2/10 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: I . 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. Z Certificate oFOccupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy $ ?5 4. Updated Certificate ofOccupancy - $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial $15.00 Date. C ~ New Construction: Old or Pre-existing Buildi/n~g:,_ _ (check one) ~ ~y q Location of Property: ~ I~_ ~ f J`ti l ~ ( 1 3S House No. r^ Street ~ Hamlet Owner or Owners of Property: ~•'`('/t'`~! W ~ tNl ~ Kx~~~'` Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permi[No. 370 7 S Date of Permit. Applicam: Health Dept Approval: _ Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant gnature T~ ~ia~ ~yfFO(~' Town Hall Annex ~~0~ CMG; Telephone (631) 765-1802 54375 Main Road ~ ~ ~ Fax (631) 765-9502 _ P.O. Box 1179 0 ~ Southold, NY 11971-0959 yip ,~a0~~ roger.richertCo7townsouthold.nv.us f~ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Gary Nolan Address: 780 Holden Ave City: Cutchogue St: NY Zip: 11935 Building Permit 37075 Section: 11 ~ Block: 5 Lot: 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Wilkes Electric License No: 5195-me r SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pod New Renovation X 2nd Floor Hot TUb Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 39 Ceiling Fixures 13 HID Fixtures Service 3 ph Hot W ater GFCI Recpt 5 Wall Fixtures 10 Smoke Detectors 5 Main Panel A/C Condenser Single Recpt Recessed Fixures 78 CO Detectors 1 Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt 2-20 Emergency Fixtures Time Clocks Disconnect Switches 47 Twist Lock Exit Fixtures TVSS otner Equipment: 3-paddle fans, 1-exhaust hood Notes: Inspector Signature: ~,c.~ ~ Date: May 23 2013 Electrical Certificate.xls rYrfi~ SuFFOC,~ Town Hall Annex CD~ Telephone (631) 765-1802 54375 Main Road ~ ~ ~ Fax (631) 765-9502 P.O. Box 1179 0 • Southold, NY 11971-0959 '~~yof '?a0ef~ rooer.richertCa~townsouthold nv us rl~~~i BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Gary Nolan Address: 780 Holden Ave City: Cutchogue St: NY Zip: 11935 Building Permit 37075 Section: ~ ~ 0 Block: 5 Lot: 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Wllken Electric License No: 5195-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 39 Ceiling Fixtures 13 HID Fixtures Service 3 ph Hot W ater GFCI Recpt 5 Wall Fixtures 10 Smoke Detectors 5 Main Panel A/C Condenser Single Recpt Recessed Fixtures 713 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt 2-20 Emergency Fixures Time Clocks Disconnect Switches 47 Twist Lock Exit Fi#ures TVSS other Equipment: 3-paddle fans, 1-exhaust hood Notes: Inspector Signature: ~,c.~- Date: May 23 2013 Electrical Certificate.xls ~ . ~ C ~ h~'1 I I `I ~ ~ ~ ~ JUN ~ 8 2013 CERTIFICATION Date: ~ i t to ~ i 3 Building Permit No. 3 l 0 7S Owner: G ~ rL'1 N ° ~ ~ ' !2t ~,e~c~. i~.~, S -1-~~_ (Please print) Plumber: I /~c~rJ n i S C~ ~ O~ (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ~ ~ . (Plumbers Signature) Sworn to before me this day of /h;°`I 20 /f H. James Elstroth "fy " - Notary Public State of New York _ 52-6179850 pual. in Suffolk Cty Commission Ex c,rc~' pirec: Notary Public, .1~ County 3 # ,~oFSO~,~f TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECTION [ FO DATION 1ST [ ]ROUGH PLBG. [ FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ] FIREPLACE A CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] FNIE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS: ~ DATE ~ INSPECTOR ~o~~,oe ~uTyO6 TOWN OF SOUTFIOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. ~ [ ] FO ATI [ ]INSULATION [ RAMIN /STRAPPING [ ]FINAL [ ]FIREPLACE 8~ CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: ~ d~ ~ ` ~ i ~S ~ ~ out ~ cS DATE INSPECTOR 6~ ~F®'YO+IF ~ ~ TOWN OF SOUTFIOLD BUILDING DEPT. 765.1802 1 NSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE 8~ CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: ~~,c,~-~;-C-. Lam. ~ DATE t` Z°~ INSPECTOR ` ~ ~ ~ hO~.~,OF S0l/ly~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECT [ ]FOUNDATION 1ST [ ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE 8~ CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH [ ]ELECTRICAL (FINAL) REMARKS: - DATE 3 ~ ~ INSPECTOR ~~,oe soaTyo J ~ ~S ~ f f "~n,~' TOWN OF SO OLD BOIL G DEPT. 765-1802 1N ON [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ] FIREPLACE A CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ] E CTRIC L (FINAL) REMARKS: ~J DATE ~ INSPECTOR _ ~ ~0~,~,oP souTyo6 ~F®f TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE 8~ CHIMNEY [ ]FIR AFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ IRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: DATE e`Y ~ ~ ~ INSPECTOR ~ ~oF souryo* I ~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) ~ ELECTRICAL (FINAL) REMARKS: DATE Z 3 ~J INSPECTOR'S'' ~O~~,Of SOOTyy6 TOWN OF SOUTNOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ] SULATION [ ]FRAMING /STRAPPING [ FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: ~C~~-- ~ a~.~3~~, c9-f1- ~ 'A C~ L DATE ~ ~ ~ ' ~ INSPECTOR r i , *o,~Of SOUIyo# 3 7~ ~ ~CDUN11; TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ] I TION [ ]FRAMING /STRAPPING [ FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: c-O f DATE LP ~ INSPECTOR ~ ~oF souryo# ~i~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ j FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ] I [ ]FRAMING /STRAPPING [ , FI AL [ ]FIREPLACE & CHIMNEY [ ]FIRE FETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: Sn ~ A-~- ~ C~,~ J~ ~xr,~~ S~~ n ~P/~-c.~ - ~a b ~ ~ DATE /J INSPECTOR / N I~P'~LT D' EbMN7ENTS. / ~ro FdUNDATION (1, SZ~ ~ ~ ~ ~ A-~[ FOUNDAT14N (2ND) ~ _ s - O ~r f ~ a.-- • ROUQrH Y<&A11~VG & y PLII~I~TNG ~ Y IN3UI.ATION PF12 ~i. ~ a STATE ENERGY CODE ' ~t ~ 3 . d~- FINAL ~ _ ~ s_ ADD , NAL C61VIl1~NT3 ~ C ~D ~ Pc 'S _ O K b~ ~ o . z m ~ ~ 1~.1 ~ °z d . ~ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying'? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. ,~~75 Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined , 20~ Storm-Water Assessment Form Contact: Approved ~ ~ 20~ Mail to: Disapproved a/c Phone: Expiration , 20~ 'i it 1 uilding Inspector ` t0~ j~ PPLICATION FOR BUILDING PERMIT rL"7 ~ ~ ~(j IL I~ J Date~j l(Q , 20 lZ ;1. INSTRUCTIONS 1n ~ ~nlo p tcatton 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 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, an r gulations, and to admit authorized inspectors on premises and in building for necessary inspection/~ (Signature of applicant or name, if a corporation) ~o~x811~)~~~k rJY ~1q4~ (Mailing address of applicant) State ~w~he'thiler-applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises rj ~g~ (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 whic~t proposed wor~ll be done: G p - E-}t~ l~'rGt~tV C House Number Street Hamlet County Tax Map No. 1000 Section D Block Lot t'9 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 ~t.lG ~T7LQ~~ b. Intended use and occupancy Gj/{~VVIE l / 3. Nature of work (check which applicable): New Building Addition ? Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ~ ~/0, CYaO Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units ~j Number of dwelling units on each floor If garage, number of cars 6. If b ciness, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front r?~D.7 Rear ~c+•7 Depth 38. S Height 17 ` Number of Stories 1 _ Dimensions of same structure with alterations or additions: FrontSZo•-7 Rear o~~ Depth C~~•,~i ` Height r Number of Stories 1 8. Dimensions of entire new construction: Front Rear~C.2 Depth 33~'v" Height l "7' Number of Stories ~ _ 9. Size of lot: Front /Oa ~ Rear 98- l C! Depth ~"Z~7- 13 ~ 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO~ 13. Will lot be re-graded? YES NO~WiII excess fill be removed from premises? YES NO~C ~ f+y tldo~ Ate! 14. Names of Owner of premises ~`t ~Ol~n.l AddressG~z-b~oa~ T_Phone No. Name ofArchitectGlVl"C~Dw?tg Address Phone No 5i6 7~'L- 39f~ 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) - SS: COUNTY OF ) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ~h ~ ~ liZ~r~~ (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 filP,~ ~y McERLEAN N p1MC5086460 ~ S Nolk Co ~ty Sworn to before me this Commission Expires October 14, /Co 7(f }~d--/yayof ~CRR//v))~IQ-~ 20/~J/! 2- ~`if/Vl.( A~Q / (t ~,('~~'/k it 'IiATHFRi r A Notary Pub- i)~ Notary r - of New Signature of Applicant No.O1M~, uffolkCounty Commission t, sober U, ~~k~ Town of Southold Erosion, Sedimentation 8 Storm-Water Run-off ASSESSMENT FORM ~'tl~p,. PROPENTy LOCATION: s.C.r.M x 7HE FOLLOWING ACTIONS [NAY REQUIRE THE SUBMISSION OF A 'Tf l~t~ 1 1 ~j ~ STORM•WATERe ORADIN , DRAINAGE AND EROSION CONTROL PLAN 3lstrlet- tre n` o~ITr CERTIFIED BY A D N FROFESBIONAL IN THE STATE OF NEW YORK SCOPE OF WORK -PROPOSED CONSTRUCTION ITEM # / WORKASSESSMFNT Yes No i a. What is the Total Aree of Iha Project parcels? ~ Wrtl this Project Retain MStorm-Water Run-ON (Indude Total Area of all Paroals ktcatetl wthin 7 Generated by a llvo (2") Inch Rainfall on Site? itte Scope of Work fw ProlNtsed Consbuction) ~fs F ~ (Tryis Rem will include alt mrroff created by site ~ b. What is the Total Area of Land Cleadng clearing anrUw cons W coon activities es well as all and/or Ground Disturbance Fw tlta proposed .z~V Site Improvements and the permanent creation of ' tonsirudion adivity7 inpervbus surteces.) 15.1=.l noes) PROVmE BRIEF PROJECP DESCRIPT10N a'ram.AwlM1bwl Papas„Nrtlee) 2 DDes Me Site Plan endlw Survey Show All Roposed Drainage Structures IndMating Size 8 Locatltxt? Thls V/ItlLrJ1' Item shall indude all Proposetl Gade Changes arM ~ ~SUPor~~ 11)~„-~ ~,Ot~p~ SlopesCan1ro1f1ngSurfaceWaterFlow. '3 Does the Site Plan andlor Survey describe the erosion ~ GCL4w s PSG t and sediment control practices that will be used to control site erosion end storm water d(schetges. This item must be maintained Ihroughou[ the Entire Cansbudion Period. 4 WIII this Project Require any Land Filling, Greding or - Excavatlon where there is a change to the Nalurel EpsCng Grade InvolvMg mare than 200 Cubic Yards - !G ~I of Material within any ParceYT 5 Will this Application Require Land Disturbing Activaies ? Encompassing an Area In Ezeess of Fve Thousantl (5,000 S.FJ Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site? Is this ProJed within the Trustees judsdidion General DEC SWPPP Reowromonrs: or within One Hundred (100') feet of a Weiland w SNDmisabn d a SyvPPP is requhed for a0 Conetnctbn actlwtles invdviig sop BP.adl? dsNrbem»s d one (t) w more saes; inducting tllcNlbenoas N less than aria acre that 7 yt711 there ba SRe preparetlon Ort 2dsting Grade Sopes ~ ' are part of a larger common plan Nat will Winafety disturb one or more saw of land; y~d1 EXCeed FiReen (15) feet of Vertical Rise to ? ' including Comtruclbn adMke imdving adl dsturDancas of less than one (t) acre where One Hundred 100' of Horizontal Distance? do DEC has de[orminad theta SPDES pmmltb regDlrod for stone water disdler9ea, ( ) ~ (SWPPP9 Shalt meet the Nlnknum Requaemenb ofthe SPD6lleneral Permtt $ Witl Driveways, Parking Areas or other Impervious ? ~ I tar Storm Water Dlsehargeb Tram Coretmalon aotlvly-PermR No. GP-0-10-001.) Surfaces be Sloped to Direct StOml-Water Rmn-0ff t. The SWPPP snail I>B prepared prior tome wbmatal W me NOI. The NOl shatl be into andJOr (n the dredbn of a Town tight-0f-way? submiNed to the Daperimem pea b the commerxs;ment of corutlueuon eckwry. 2 The SWPPP shill describe ma erosbn end setllmem mnhol praClltea and wham 9 Wli this Project Require the Placement of Mate~ial,~ required, posbcomauceon slam wapar maragement predices that will be uses arMla Removal O(Vegelatlon andlw me (:O115tmct10n Of any constructed to reduce me palutents M worm water ctbchargas aM to aware Item WMan the Town Ri htvf-W or Road Shoulder compliance wah the temro erul COndaansdthb parmtt. In edtlltlon, ale SWPPP Shall g ~ - identity potential sources o/Ddhdbnwhkh may raasonabry pa expedetl to affect the Aree?(rnk rtem edn normwe. Ne WNWtlpn ofDdvswey Aprons) I quality of smmr wekr tluchprgea NOTE: If Any Answer b Ouwaam One tltrorgh Nine Ia Arnwerad wiM a Chuck Mak 3. All 3VJPPPS that requlro are poet<orlsWCOOn atom) water mar~ament prectlce In s Box and the eonatrrv:aon Bile dlsturbana b Mlwean e,00a 5.F.81 Ace In cw, component she0 be prepared by a qualified Design Prof9asioiml Licensed In NawYOrk a Sbrm-Want, Oratling, Drainage 8 Fusion Cerrtrol Plan ra Requlrcd by NeTown al 'I amt k kmydetlgaeDk In Vte ptlnciptes and pracacea of Storm Water Management. Sovihoid rail Must be 8ubmttbtl far RevimP Pduoruto Inuanw of Any eulltling Parma. 'I (NOTE: AChetlr Alan (.n anNw Amrer roreQ(rrsepl~i pleb ApplkelbnJ I That ZE OF C~OU~N(7,1~' OF..L SS' CommjssifiedEnDira~ A~ (9/ 2-.OI L G ~ ' being duly swum, deposes and srys that he/she is the applicant for Pemut, (Name dmdvld sgdnp ) Md that he/she is the ...~~t~c'•~~ (Owawr,cmtraaaxe Ofllcar,emj , Owner and/or representative of the Owner or Owners, and is duly audtorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tine to Ute best of his knowledge aTtd belief; and that the work c1~11 be performed in the manner set ford[ in the application filed herew~dt. Swom to befo~re/ Cme this; Q I la ~'1 day ofd ~~-•all~til-4 , 20..1~- Notary Public:.. v ~?!.1.~'.~ . (slOnawTa of ApWkanO FORM - 06!70 ~o~~oF sorrjyo6 Town Hall Mnex - 54375 Main Road ~ ~ Td i ei ~~6 h - I i i, P.O. Boa 1179 ro eLrlChert ~Otl I Southold, PIY l 1971-0959 ~ I f ~ '~~bUNI`h'~ ~ ! IIAY 2 0 2013 U BUII.DING DEPAICCMF,N'1' ~ ~ i n; i ~ i' i TOWN OF SOUTHOLD _ ~ ` :;gym n APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ~l~ Pn ~i G~i --T(CI ~ Date: j'jj Company Name: G Name: .7~ ~ e License No.: G~~_mE Address: ~ tf ~ I Phone No.: J - - 7 JOBSITE INFORMATION: (*Indicates required information) 'Name: 'Cross Street: 'Phone No.: ~ i I ICPn L~ ~ I ' ~ to ~7ToZ~ Permit No.: 37D'I5 Tax Map District: 1000 Section: i l D Block: Lot: / C~Soy I `BRIEF DESCRIPTION OF WORK (Please Print Clearly) ~e/1~Ow ~,c-fy~61() $~R xnr~('j~ f~-D?DX 78 N t•+, 31 sl ~~,~~ole, I b 3-c~~G~s, ur~SmoKf's; ~ co z to rm J xhs+ how ~ 3C~v1Q~Z2V15, ~ ~Y'i[.~G~i I.J~ I u) ~h"r' I rir,i~ i e i l~~F~ i - ~ x shnr~ el~r~h- i 2ocbm~ Zc~ i i~o~~(~~~,,~ (Please Circle All That Apply) sfxl pu po`.~ 41 ~ I CVAC uVli F~ I poule2d ~a ~ w'aff r * ~ ~i ~tfQ"il~Crl S S?~ Is job ready for inspection: YE N Rough in Ina y *Do you need a Temp Certificate: YES NO I Temp Information (If needed) ~ j 'Service Size: 1 Phase 3Phase 100 150 200 300 350 ,400 Other j *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMIENT DUE WITH APPLICATION Se Il ltd ~ C~f7~ Cd ~ ~ 1) V~ I 82=Request ror Inspectlon Forrn I SURVEY OF PROPERTY N i. 51TU,QTE: GUTGHOGUE TOWN: SOUTHOLD ~o ~ SUFFOLK GOUNTY, NY ~®p~ /8~~`~ SURVF_YEp 0~-22-II O~ SUFFOLK GOUNTY TAX ~ YYY+++ 1000 - I10 - S - IQ S ~9a cffie~r~+mn //~`S9, 6ARYRi®I,AN 'Q ,,`\S~ . 9;Sy~~ ~ cn`~r\6 aF ' ~ ~'o o~ ~ti ~tti o+` n oy 6° PA o ~ N o. p a c~ 0\\ r0 ~~yG~t ~,or N~oDc , . w pro- dr ,~ti, n2~n c pyQto a ~ y 1 O i a / i z + ~ IS ~ ,k '{G a S N~2 / °s s~ 13~ ~ ~ ± 9 G~! x ~ ~ G93 h V` G O pR~. 5, ~ 6 ~ 2'O a OE" me~\~\FB ~~O /'~O\;/ F pF NEW ~ _ oL~S. /i ,~P'\ N G EHCF C^? .a'P v~,~a., ..L T ~ a,w.m My ~°~~3ie it ~~n,~ ..~,.,.,...u,,... m~e Q q: s , ' r, V NOTES. ~ o _ °..:m"'~:.~ `,r ~ • MONUMENT FOUND vo „e ~ AREA = 22,460 sf or 052 acres / ~i 1 ~ I ~ 1-. r ~ l~l p'+ ~ C a r1 C ~ t ~ ~,.r. V l AST MAIN STIZLET I].Y.S L[C. P'1 50202 GRAPHIC SCALE 1"= 30' H1vMtuL.4D, M,Y. 11401 I ~ _ 369 $2RR Fas 3C,9 R7.R7 1LEiF. C:\UscrsUohn\Dropbnx\1 1111-165 1» o SURVEY OE PROPERTY ~"~T°~ ~°F ~`e~ = s~ N SITU,4TE: GUTGHOGUE S 320o x .lfp to K Boa%= ~3~.2 L-FT ~ ~.~ca' ctrcz o W E TOWN: SOUTHOLD ~a ~ SUFFOLK GOUNTY, NY ~ ~ o~ Pe4?~oE t2) +o' ~ x m`'P~~' PcntS SURVEYED OQ-22-11 ~~i~~o,, Fixist~~~ Fc5Q~1.-T v~,~e~.a~.Y S ~ REVISED 10-5-2011 SUFFOLK GOUNTY TAX # Q~ ~S~ ~7 ~ SF X .1lplo x I0o% _ 'L$`g ~ l 1000 - 110 - 5 - 19 x'42 9o CLoJ~o+r '(~~crk PWairJ To S c¢ .Q d 4, 1 O' X Co' Qcr~l. CSRTIF~ TQ: ~ i d~ ~ b /C4 Q~ ~ o, 4.'ti •o, QiARY PiOLAN ~C ~ F~ ~ C ~ sT ti A~ ~ ~S ,a g `~9; R o< ~t1o\~~lo\\h P(v o0 ~ ~ ~ o~~~~~~ L O. ~ No>~,~e 0° ~o\\ o~ cot. v~ a,~oy ~ ~ ~ } / ~ m ~ \ ~ ~ o., 'o o\~\\O`\ \ 3~5 ate` N O~ + 9 G ~O ~~~a 9h ~ ~ ti X wr \ ~ 'Gq ~ idr~ ~o s 3 4t ~jo 9, ~ a ~ + c~ X/ ~~~a ~ i ~ ~ X P' ~ PT. + X/ ~ 'Q / FI ~iinip _ _ i \ Of O .(J ct~ s' ` O`~ 6~\F F OL'1.~ C"°_~ ~^O~:/ V~\Lt'.O< ,~C E uww.ee eX'."w ~a mw~wwo~ ~dk.a M1XKdwn ,nkdeC N.ems N tlM NOTES: yoF ~ j~~ v .~,,...y..e. p.e~w r ~..aev.. Nk w e°.~' n~.q wm d w...ik. re. we z.~..y m~.a ~ MONUMENT FOUND \ ~ ~ ~ A ow "°MrX / L.SiVJ ~ re yn'io ~~~ti errpayiy ~ b~ Fry ve ieroy ro~XAk~ Hies r e'~igOO mrs~p u apu art ko- AREA = 22,460 sf or 0.52 acres JOHN C. EHLERS LAND SURVEYOR GRAPHIC SCALE I"= 30' 6 EAST MAIN STREET N.Y.S. LIC. NO.50202 - _ - - RIVERHEAD, N.Y. 11901 - - 369-8288 Fax 369-8287 REF.-C:\UsersUohn\Dropbox\ll\11-165.pro 4 REScheck Software Version 4.4.1 Compliance Certificate Project Title: Nolan Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 780 Holden Ave Gary Nolan Charles Thomas Cutchogue, NY 780 Holden Ave C M Thomas RA Cutchogue, NY 206 Lincoln St Riverhead, NY 11901 Compliance: 1.0 % Better Than Code Maximum UA: 197 Your UA: 195 The %Bener or Worse Than Code Index regatta how close to compliance the house is based on [ode Iratla-oR vlea. It DOES NOT proride en esgmate of energy use or cost relative m aminimum-coda home. Floor 1: All-Wood JoisUTruss:Over Unconditioned Space 1180 21.0 0.0 52 Wall 1: Wood Frame, 16" o.c. 890 15.0 0.0 55 Window 1: Wood Frame:Double Pane with Low-E 147 0.320 47 Door 1: Glass 27 0.320 9 Ceiling 1: Cathedral Ceiling (no attic) 1180 38.0 0.0 32 Compliance Statement: The proposed building design described here is wnsistent with the building plans, specifcations, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklis IIII ~`r7 (/mot i w Z Name-Tills ure Date ''y; ~f r ~ f ~ 1 C ( . , -y ___-a__._.._._ Project Tdle: Nolan Residence Repon date: 02/11172 Data filename: C:\Users\fred\Documents\REScheck\nolan.rck Page 1 of 3 REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ? Ceiling 1: Cathedral Ceiling (no attic), R-38.0 cavity insulation Comments: Above-Grade Walls: ? Wall 1: Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: Windows: ? Window 1: Wood Frame:DOUble Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes -Frame Type Thermal Break? _ Yes _ No Comments: Note: Up to 15 sq.ft. of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ? Door 1: Glass, U-factor: 0.320 Comments: Floors: ? Floor 1: All-Wood JoisUTmss:Over Unconditioned Space, R-21.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ? Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. ? Recessed lights are either 1) Type IC rated with enclosures sealed/gasketed against leaks to the ceiling, or 2) Type IC rated and ASTM E283 labeled, or 3) installed inside an air-tight assembly with a 0.5" clearance from combustible materials and a 3" clearance from insulation. Sunrooms: ? Sunrooms that are thermally isolated from fhe building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: ? Materials and equipment are installed in accordance with the manufacturers installation instructions. ? Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ? Matedals and equipment are identified so that compliance can be determined. ? Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ? Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ? Ducts in unconditioned spaces or outside the building are insulated to at least R-6. ? Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: ? Air handlers, filter boxes, and duct connections to flanges of air distribution system equipment or sheet metal fttings are sealed and mechanically fastened. ? All joints, seams, and connections are made substantially airtight with tapes, gasketing, mastics (adhesives) or other approved closure systems. Tapes and mastics are rated UL 181 A or UL 181 B. Project Title: Nolan Residence Report date: 02/11/12 Data filename: C:\Users\fred\Documenis\REScheck\nolan.rck Page 2 of 3 ~ Builtling framing cavities are not used as supply ducts. ~ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ~ Additional requirements for tape sealing and metal duct crimping are included by an inspection for wmpliance with the International Mechanical Code. Temperature Controls: ~ Thermostats exist for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or Floor is provided. Circulating Service Hot Water Systems: ~ Circulating service hot water pipes are insulated to R-2. ~ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Certificate: ~ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values; window U-factors; type and efficiency ofspace-conditioning and water heating equipment. NOTES TO FIELD: (Building Department Use Only) ____v__..__.__.-~.__._..~_.-~.._.._.__._..__ _ Project Title: Nolan Residence Report date: 02111/12 Data filename: C:\Users\Fred\Documents\RESchecklnolan.rck Page 3 of 3 2010 New York Energy Conservation Construction Code Certificate Gelling I Roof 38.00 Wall 15.00 Floor I Foundation 21.00 Ductwork (unconditioned spaces): Window 0.32 Door 0.32 NA Heating System: Cooling System: Water Heater: Name: Date: Comments: FRAME CRICKET RRE-rA8 METAL INSERT -- J PER OWNER- ~30D FRAME CHIMNEY REMOVE EXISTING V~NDOW NEW 5068 DOOR PER OWNER WOOD S3EPS 3]3 GRADE PROPOSED REAR ELEVATION SCALE: 1/4" = 1'-0" PROPOSED ROOF OVERHANG OVER REPLACED DOOR UNIT ASPHALT SHINGLE ROORNG-- O~ 15~ ROOF FELT ON 1/2' COX PLW/OCO SHEATHING, .CEDAR SHINGLE ~DING ~WEK HOUSE WRAP l/2" COX 'PLYWOOD SHEatHING ON 2"X~" WD, STMDS · 16" O.C, R-15 INSULA30N 10" DIA PERMA CAST COLUMNS EXISTING OVERHEAD DOOR OWNER PROPOSED ADDITION PROPOSED PORCH PROPOSED SIDE 1468-3068-146S ELEVATION SCALE: 1/4" = 1'-0" ASPHALT SHINGI~ RO~INGI 15# ROOF FELT (IN 1/2" CSX pLYWOO0 SHEATHING,__ AS SELEC'[~D OWNER ID" DIA PERMA CAST COLUMNS 3052 / ~o'-o" g 2~'-8" PROPOSED PORCH PROPOSED ADDITION 4 PROPOSED D E S I G N C R I T E R I A THESE DRAWINGS AN[} ACgOMPANWNG SPECIFICATIONS, AS ,NSmUMENTS OF SERVICE, ARE THE EXCLUSIVE PRDPERW OF HE ARCHITECT AN[} TCIR USE AND PUBLICA}ION SHALL DE RESTRICTED TO THE ORIDINAL SITE FOR WHICH THEY WEEE PREPARED, REUSE, REPRODUCTION DR PUBLICATION BY ANY METHOD, IN WHOLE PART, I$ PROHIBITED EXC£PT BY WRITTEN PERMISSION [NDE THE ARCHITECT I~TL[ TO THESE PLANS SHALL REMAIN WITH THE ARCNITECT,VlSUA[ CONTACT WITH r, NOTIFY 165-1802 1, FOUNDA FOR POl ~, ROUGH- F ~TRAPPIk 3 INSULATK 4. FINAL- C( ~UST ALL REQUIREME YORK STATE DESIGN OR PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING LUMBER CERTIFICATION I LEA D CONTENT BEFCRE ~ T/FICA TE OF OCCUPANdj Y ?OLDER USED IN WATER ~UPPL Y SYSTEM CAlYNC,; ~CEED 2/IO'DF 1% LEAD, OCC PANCY OR UNLAWF; :; JT CEE[; OF O ;CUPANC'; RETAI PURS OF TF .L CONSEITU~ PRIMA FACIE EVIDEr I AS NOTED DEPARTMENT AT TO 4 PM FOR THE ON - TWO REQUIRED teD CONCRETE AMINO, PLUMBING, I' ELECTRICAL & CAULKING ~RTRUCTION & ELECTRICAL )MPLETE FOR C 0 ;TION SHALL MEET THE TS OF THE CODES OF NEg NOT RESPONSIBLE FOR iNSTRUCTION ERRORS STORM WATER RUNOFF ANT TO CRAPTER 236 ;TOWNCODE. REVISIONS D E S C R I P T I O N Charles M. Thomas a r c h i t .e c t PO BOX 877 J~ESPORT, NY [~947 (651) 727-7993 ELECT~4IcAL E OF ACCEPfANCE OF THESE RESTRIC~ONS, I DATE, 2/10/12 PRE-FAR METAL INSERT FIREPLACE AS SELECTED PER OWNER REMOVE EXISTING ~NDOW NEW 3068 DOOR PER OWNER WOOD STEPS TP GRACE EXISTING FAMILY I~OOM REMOVE EXISTING CLOSET, 36" RAIL PER CODE 2- 12" ML HDR ',% \\ 2"X10" R,R. · 16" OC, COVERED PORCH 5/4" X 6" TREX DECKING PER OWNER (2) 3052 2"XI2" R,R. 0 16" OC. GREAT ROOM 4"X6" POST TO FOUNDATION EACH RICE 2"X10" R,R. · 16" OC, 2- 16" ML[HDR(ABDVE ARCH ~lN DOltO \\ / / / 4"X6~' POST FROM RIDE TO HEADER (2) 2"X12" R.R. 0 16" OC. L_J 7"X18" PARA LAM FLUSH HEADER // 23'-2" ~ I - ---] [4SLAND KITCHEN LIVING ROOM AND CROWN ARCHS LD'G FOYER~ II 10" DIA PERMA CAST COLUMNS LEGEND ~ - EXISTING ~ - TO BE REMOVED PROPOSED FRAME WALL 3052 ,~052 3052 3052 (2) 3~52 I MASTER BED;O0 M 2"X12" R,R, ~ 16" OC. CLOSET LAUNDRY 3052 SEAT 11'-6" EXIS~NG 0 A~C REMOVE EXISTING REDROOM NEW HALL BATH, CONVERT EXISTING HALL BATH TO NEW LAUNDRY ROOM IREMOVE ANO REPLACE ALL IEXISTING WINDOWS ~ANDERSEN' PROPOSED I PROPOSED ADDITION FI R ST FLOOR PLAN SCALE: 1/4" = 1'-0" 1180 SF LIVING EXISTING ICE OF ACCEPTANCE OF THESE RESTRIC~ONS. REVIS ONS~ ~ D E S C R P T I O N I I f-/) O 0 0 Charles M. Thomas a r c h i t e c t PO Box 877 JAI4ESP(~T, NY 11947 (631) 727-7995 ARCHITECT REVISIONS D E S 0 R I P T I 0 N 4- 12" ML HDR -- 7"X16" PARA LAM RIDGE TYPICAL ROOF CONSTRUCTION ~,,,'rTl~ ~¥ov~.~ .ASPHALT S~INGLE ROO~qNG C~CA~EgT 2 X12 ROOF RAFTERS · 16 0,C, TYPICAL WALL CONSTRUCTION CEDAR SHING~.E SIDING 1YVEK HOUSE V, RAP I/2" COX ~' M A S T E R ?-~II PLYI~OOD SHEATHING ON 2"X4" WD, STUDSR_iS ~NSU~nONe 16" O.C. B E D R 0 0 M ~ E A T ~ R 0 0 U TYPICAL FLOOR CONSTRUCTION I1 7/8 Tall FLOOR d~STS ~ 16"0.6. ~ SHIELD/ OC, R-19 INSULAllON 1/2" OlA, ANCHOR BOLTS ,3-1 .3/4" X 11 7/8" 3 1/2" STANDARD STEEL PIPE COLUMN @32"-0" O,C. MICROLAM GIRDER ON A 24"X24"X12"GEEP POURED CONCRETE FOOTING. (TYP) 13] WALL ON 8"X16" POURED~ \/ z C' ~ CROSS SECTION 1 SCALE: 1/,~" = 1'-0" h.l D 0 0 4" ~f .,, ¥ CharlesM. Thomas ~ FIRST FLOOR a r c h i t e c t ~ ..~ PO BOX 877 JAMESPORT, NY 11947 (630 727-7993 CONNECT TO APPROVED ; pROJECT PLUMBING RISER D!AGRAM SCALE: N.T.S 8"XI6" SCREENEO FOUNDAqlON VENTS (4) ANCHOR AND BOND TO EXIS1ING W/~5 REBARS ~12" O,C, VERllCAL III III III III 25'-1" WOOD STEPS TO GRADE 26'-1" 12"e SONO TUBE ON 24*x24"x12" FOOTINGS MIN 35" BELOW GRADE (MUST BE VIRGIN SOIL) I~'ICAL HOLD DOWNS DETNL SHEET 11:'/a" TJI JOISTS I '--'-', FT'] FT'] .J L ..I- -I LJ,-J 8" POURED CONCRETE FOUNDATION WALL ON 8"X16" POURED CONCRE1E FOOTING 14'-4" BLAB 3 1/2" STANDARD STEEL PiPE COLUMN I POURED CONCRETE FOOTING, (TYP) J I I STEP FC 3~NG 2:1 AS REQUIRED PER DR/DE DROP T(P OF NEW FOUNDA~ON WALL T( MATCH NEW SUBFLOOR WITH EXSTING ANCHOR AND BOND 4'-0" TO EXISTING -- W/#BREBARS 012" O.C. VER~CAL EXISTING OVERHEAD DOOR REMOVE AND REPLACE PER OWNER EXIS31ND REMOVE AND REPLACE ALL EXISTING WINDOWS 'ANDERSEN' PROPOSED FOU/<N DoAT, 0 N PLAN SCALE: 1 "= 1'- " ~ 5068 SLD DR EXi§TING PROPOSED TILE FLOOR AS SELECTED PeR OWNER EXISTING -] PRC=OSED ROOF OVERHANG OVER REF ACED DOOR UNLIT ~ REVSONS D E S C R P T ION Charles M. t omas a r c h i t e c t PO BOX 877 J~ESPORT, NY It947 (651) 727-7993 OF ACCEPTANCE OF THESE REST~IC~ONS, FRONT ELEVATION (x~ REAR ELEVATION SCALE: 1/4'' = 1'-0" ~ SCALE: 1/,4-" = 1'-0" KITCHEN uI 12'-0" DININg ROOM p I I. IVINGb ~OOM ~ 20'_8'' FAMILY ROOM FIR~T FLOOR PLAN SCALE: /4 -- 1'-0" q 5'-0" 6'- 2" I REVISIONS D £ S C R I P T I 0 N Q.- % 0 Charles M. Thomas a r c h it e ct PO BOX 877 JAMESPORT, NY 11947 (651) 727-7995 THESE DRAWINGS AND A¢COMPANYINO SPECIFICATIONS, AS INS~UMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO ?dE ORIGINAL ~1~ FOR WWICH ?dE'( WERE PREPARED REUSE, REPRODUCHON OR PUBLICA~ON BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BM WHIT~EN PERMISSION FROM TIdE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT,VISUAL CGNTACT WITH THEM SHALL CONS~TUE PRIMA FACIE ENIDEEI'4CE OF ACCEPTANCE OF THESE RESTRICTIONS. TOP PLATE BOTTOM PLATE TOP PLATE BAND JOIST OR BLOCKING SILL PLATE RAFTERS AND CEILING JOISTS OR APPROVED ROOF TRUSS SECOND STORY FLOOR JOIST- SEE DRILLING AND NOTCHING PROVISIONS WFCM SECTION 3,5.1,1,1 JOIST OR BLOCKING PLATE dOIST CRAWL SPACE OR BASEMENT FOUNDATION JOIST IS PERMITTED TO BE CUT OR NOTCHED BETWEEN THESE LIMITS t t FOR BLOCKLNG BRIDOING SEE WFCM SECTION 5.5 tEARING TOP PLATE- DRILLING AND NOTCHING PROVISIONS WALL STUD- DRILLING AND NOTCHING PROVISIONS WFCM SECTION 3.4-.1.1.1 JOIST 3 IN. FIN, MONOLITHIC JOIST ENDS TO BE BLOCKED AGAINST ~OTATION IN ACCORDANCE WITH WFCM 3.3.1.3-END AND 3.3.1,4 BRIDGING --1 IN,x4 IN, RIBBON CUT INTO STUD - FOR FIRE BLOCKING SLAB-ON-GRADE FOUNDATION PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING BEARING WALL TYPICAL WALL, FLOOR & ROOF FRAMING WIND-BORNEDEBRIS PROTECllON FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENER SPACING FASTENER 2 FEET 4- FEET 6 FEET PANEL SPAN ¢ PANEL SPAN ,< PANEL SPAN ~: PANEL SPAN TYPE ¢ 2 FEET ¢ 4- FEET ¢ 6 FEET (:: 8 FEET 2 I/2" 46 16" 16" 12" 9" WOOD SCREWS 2 1/2" 48 16" 16" 16" 12" WOOD SCREWS RESTRAINT a. THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. c. NAILS SHALL BE 1Od COMMON OR 12d BOX NAILS. d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALE BE ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 iNCH 01.1 m) EX1ERIOR WAU. S'IRAPPIN(~ SCHEDULE AREA HOLDDOWN USED / LENGTH NUNtBER OF CAPACITY DF HOLDD( ~N~)TES NAILS NOTES: ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANOARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION, SSTD lO-gO) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT CABLE END WALLS AND TABLE 3,2 FOR FOUNDATION CONNECTIONS, NAILING OVER STRUCTURAL WOOD PANEL SHEATHINC IS ACCEPTABLE AS LONC AS FIN, MAIL PENETRATION INTO FRAMINC IS ACHIEVED, W INSTALL THROUGH FIRST FLOOR SHOE. ROOF RAFTER 20 GA. STRAP- 1~" WIDE MIN. W/(8) 8d NAILS EACH SIDE 16d NAIL AT 24" O.C, IAd NAIL AT 6" O.C, LL PANEL EDGES) (o) IAd NAIL AT 6" O.C LL PANEL EDGESI 16d NAIL AT 24" CORNER AND PARTITION POSTS TOP OYPSM BOARD ,NSTALEED..iNTABLEWECM 3.1 ACCORDANCE WITH DETAIL ACCORDANCE WITH WOOD STRUCTURAL PANEL STALLED IN ACCORDANCE WFCM TABLE 3. 8d NAIL AT 12" O.C, ON ALL FRAMING MEMBERS NOT AT PANEL EDDES BOARD INSTALLED IN WFCM TABLE 3.1 WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE WITH WFCM TABLE 3.1 PLATE FRAMING TO ACCOMADATE TABLE R ~01.7 PIPING R602.7,2 TOP PLATES BORED HOLE MAX DIAMETER 60% OF STUD DEPTH 5/8" MtN. TO EDGE NOTCH MUST NOT EXCEED 40% OF STUD DEPTH BORED HOLES SHALL NOT BE LOCATED IN THE SAME CROSS SECTION OF CUT OR WIN. TO EDGE AM.OWABLE DEFLECllON OF S'BUCRURAL MEMBERS STUCTURAL MENDER ALLOWABLE DEFLECTION RAFTERS W/CREATER L/lBO SLOPES THAN ~ W/NO FINISHED CBUNU ATTACHED TO RAFfERS INTERIOR WALLS AND H/lBO PARTlllONS FLOORS AND PLASl~RED L/360 CBLINGS iALL O~ER 6TRUC1DRAL L/240 4EMEBERS :XT. WALLS W/PLASTER OR H/JGO TOP PLATES BORED HOLE MAX DIAMETER 40% OF STUD DEPTH 5/8" FIN, TO EDGE B/B" MIN. TO EDGE NOTCH MUST NOT EXCEED NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH o. The wind Iood shoH be permitted to be token os 0.7 times the component ond clodding Ioods for hie purpose of the determining BORED HOLES SHALL NOT deflection limits herein. BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% b. For contilever memebers, L sholl be token os twlce the lenght GROSS SECTION OF CUT OR OF STUD DEPTH, THEN STUD MUST BE of the cantilever, DOUBLE AND NO MORE THAN TWO c. For Glum/hum structurol members or poneles used in roofs or SUCCESSIVE STUDS ARE DOUBLED walls of sunroom odd/Bans or patio covers, not supporting edge of AND SO BORED sunroom odditions or patio covers, the totol Io~d deflection WFCM 2001 SEC HIGH WIND EDITION not e,ce.dL/,goTABLE R 301.2.2,2.1 WFCM 2¢_01 SEC HIGH WIND EDITION SECTION 3.4.3.1.1 FIGURE 3,3B SECTION 3,4,2.1.1 FIGURE 3.3 A NOTCHING AND wAmm BRACING ADJUS1MENT FACTORS BY ROOF COVERING DEAD LOAD ROOF/CEILING ROOF/CEILING DEAD LOAD DEAD LOAD WALL SUPPORTING 15 ps[ er less 25 psf ROOF PLUS ONE STO~Y 1,0 1,1 Bd NAIL AT 6" O.C, ON ALL BORED HOLE LIMITATIONS FRAMING MEMBERS AT PANELNOTCHING AND BORED HOLE LIMITATIONS EDGES AND 12 O.C. ON ALL FRAMING MEMBERS NOT ATFOR INTERIOR NONBEARING WALLS FOR EXTERIOf WALLS AND BEARING WALLS (bi INSIDE CORNER DETAIL PANEL EDGES NOTCHING AND BORED HOLE LIMITATIONS EXTERIOR CORNER FRAMING FOR EXTERIOR BEARING AND INTERIOR 2×4 CONTINUOUS NON-BEARING WALLS: R602,6 ('1} & (2~ FOR s,: f POUND PER SQUARE FOOT = D.49 kN/M(2) _ATERAL BRACE AT 6' .... o. LINEAR INTERPOLATION SHALL BE PERMITTED NAILS -- -- ~I ~'l~- E TOP PLATE ; OR CEILING JOIST I~ ~ IJ ~TER l I STUD TO STUD DETAILJ GABLE END TRUSS BLOCKING SECTION A-A ~CEA~T( JIRED ENDWALL~ ~FAB~R -~ uONix A R :QU HEADER STUDS FULL L ~ WAI. [ ~EC~ R }U~R[ A INSTALLARON LENGTH 5d COOLER NAILS AT 10" O,C STUDS A NO)E: 2"x4" BLOCK NAILED TO EACH ATH~DW~E UPLIFT CONNECTIO,N IS REQUIRED BRACE WITH 4-10d NAILS CONNEClmTO BLOCKING AT EACH END OF HEADER AND TRANSFER ~HEAR AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD (PHD51 ADDITION TO CONNECTORS AT NOTE: SIMILAR 1 Sd COOLER NAILS AT 7" O.C. CONNECTION ATJ WALL STUDS AND AT TOP AND FOUNDATION. BOTTOM OF CRIPPLES 20 FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT NAILS (WFCM FIGURE 3.7b) CONNECTIONS FOR OPENINGS 8d NAIL AT 4" O,C. ENDWALLSTUDS-- ~ E OFFOOTING CEILING BRACING GABLE ENDWALL =~- 12" MAX. I IFCM FIGURE 3.7o ~ BASED ON L SHEAR WALL REQUIREMENTS °.. o .~___II._JJL® f -EDP ~= /I/~H/2 ~ ~ , ~ ~ '-- / PROVIDE R,FTER TO usERIDGEB-BdTENSIONooMMoNSTRAP u~ NO CEILING RIDGE HAMgERS IF N~II.S ~ R BUT NEED I IOT ~ VZ¢'" H/'~ BUT NEEDNOTI DIAPHRAGM REQUIRED RAFTER T/ILS ARE NOT EACH END OF 1-1/4 ED 15 FT. STRAPPED TO TOP 20 GAUGE STRAP I EXC[ y '~*' EXCEED 40 FT. MAX~ WOOD STRUCTURAL PANELS FACE AND ON WALL BELOW PLATE OF C/ALL BELOW HOLDDO~ -- R sm~ ~ ' BASED ON SHEARWALL REQUIREMENTS TO FLOORFOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING CIONNECTION PREFERRED METHOD RAFTER HOLD DOWN ALL FRAMING MEMBERS BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES WINDOW AND DOOR OPENINGS: GYPSUM__ ~ RIDGE --_AM (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE NAILAT RIDGI! TENSION STRAP DETAIL 3,70 &,~,Tb) I.O.c. ., TABLE R301.5 NOTES - -- I O.C, (ALL PANELb' APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN TABL EDGES) SECTION RS02.10,7 FOR TRUSSES, ATTICS WITHOUT STORAGE ARE STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND INSTALLED IN ACCORDANCE WiTH RAFTER iS LESS THAN 42 INCHES, OR WFIERE THERE ARE NOT TWO F ? SI 1 NAILING SCHEDULE(TABLE,3,1, OR MORE AD~AOENT TROSSES W,}H THE SAME WEB OONF,GURAT,ON MINIMUM UNIFORMLY DIS-RIBUTED LOADS CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH DY 2 WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD U SE LIVE LOAD REQUIREMENTS. c. INDIVIDUAL STAIR TREADS SHALL BE DESIDNED FOR THE GYPSUM BOARD 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4- SQUARE SIMPSON STRON( TIE BDU 6!' O.C. (ALL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES, pEon Stron.a- Tie S,;E PER MOSTQECENTJ,' PA ~EL ~. A SINGLE CONCENTRATED LOAD APPMEO IM A~¥ DIRECTION AT y ~NY POINT ALONG THE TOP A35- ChimneFraming TABLE R301 2 2 2 1 -- EpGEs) ' e. SEE SECTION R502.2. FOR BECKS ATTACHED T° EXTERIOR ROOF RAFTER / RIDGE DETAIL DEAD LOADS PANEL ,NSTALLEDIN HANDBAIL) . BALUSTERS AND PANEL FILLER SHALL BE DESIGNED ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 NAILING SCHEDULE NAIL AT ¢OUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED EXTERIOR BALCONIES DECKS PASSENGER VEHICLE GARAGES ATTIC WITHOUT STORAGE 60 40 50 10 SCALE: N,T.S, Simpson HDU CORNER BRACING SCALE: N.T.S. StFong-Tie ROOF CEILING ROOF CEILING DEAD LOAD DEAD LOAD WALL SUPPORTING 15 PSF OR LESS 25 PSF OR LESS ROOF ONLY 1,0 1,2 ROOF PLUS ONE ST(DRY 1,0 1.1 (TABLE 3.1, WCFM 2001 HIGH WIND EDITION) 8d NAIL AT 6" O.C. ALL FRAMING MEMBERS AT PANEL EBOES AND 12" 0.¢. ON FRAMINO MEMBERS AT PANEL 24" O.C. DETAIL EXTERIOR CORNER FRAMING NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENT, g, APPLIES TO ATTICS SPACES NOT MEETING THE REQUREMENTS FOR STORAGE PER FOOTNOTE b, SEE SECTION R802,4.2 FOR CONVENTIONAL CEILING dOISTS AND SECTION R802.10,6 FOR TRUSSES, FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE BOTTOM CHORD OF NOT LEBB TAHN TWO ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION ~ONTAINING A RECTANGLE ~2 INCHES (1067mm)] HIGH OR GREATER BY 2 FEET (610 mm) WLDE OR GREATER, LOCAT[D WITHIN THE PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN }HE TOP OF THE BOTTOM CHORD AND BOTTOM OF A~Y OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING DRITERIA IS MET: 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY OR FRAMED OPENING IN ACCORDANCE WITH sECTION BDT.I:AND 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ATTICS WITH STORAGE ROOMS OTHER THAN SLEEPING SLEEPINO ROOMS STAIRS GUARDRAILS AND HANDRAILS ROOMS 20 40 30 40 200 SHEET NO, D-1 ~TABLE 3.2 B WFCM 2001 HIGH WIND EDITION] lise desgn of this structure Is based upon prescriptive approach using the Wood Frame Construction Manual (WFCM) 2001 sec published by The American (TABLE 3.1 WFCM HiGH WIND EDITION) NAILING SCHEDULE JOINT DESGRIPIlON NUMBER OF NAILS NAIL SPACING ~Bd PER RAFTER PER JOIST RAFTER TO TOP PLATE (TOE-NAILED) CEILING JOIST TO TOP PLA1E ( TOE-NAILED) CEILINg JOIST TO PARALLEL RAFTER (FACE-NAiLED') , CEILING JOIST OVER PARITUONS FACE-NAILED}I) I I COLLAR llE TO'RAFTER FACE-NAILED}! ,' 0 RAFIER (TOE-NAILED) ; iI )l 'Il';: ill: ":, SllJD (FAOE-NAILEI)) HEADER TO HEADER (FACE-NAILED} TOP OR BO1TOM PLATE TO STUD / SILL, TOP PLATE TO GIRDER TO JOIST (TOE-NNLED) : BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) LEDGER SIRIP TO BEAM (FADE-NAILED) JOIST ON LEDGER TO BEAM (TOE-NAILED) BAND JOIST TOJOIST (END-NAILED) BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED} g-lSd EACH LAP ;' 9-10d EACH LAP WALL) ~RAMtNG 6-8d PER TIE 2-8d EACH END 2-16d EACH END 2-16d (SEE NOTE 1 PER FOOT 4-16d JOINTS - EACH SIDE 2-16d 24' O,C. 16d 16" O.C, ALONG EDGES 2-16d 3-16d 4-16d FACELNAILED)' . 2-16d (SEE NOTE 1,2) ' ' FLOOR :FR~ING ' PER 2X~ S%ID PER 2X§ STUD PER 2X8 STUD PER FOOT 4-8d PER JOIST 2-8d 3-lCd 3-16d 3-8d ROOF SHEATHING 3-16d 5-16d [ACH END EACH BLOCK EACH JOIST PER JOIST PER JOIST PER JOIST STRUCTURAL PANELS DIAGONAL BOARD SHEA]ING "×6" OR l"XD" "XlO" OR WIDER 8d (SEE TARLE 5.10) 2-Sd PER SUPPORT 5-8d PER SUPPORT CEIUNG SHEA~NG I Sd COOLERS I1" EDGE / 10" FIELD GYPSDM WALLBOARD WALL SHEATHIND 8d (SEE TABLE 3.10) STRUCTURAL PANELS FIREBOAND PANELS 7/16' 25/32" GYPSUM WALLBOARD Sd Sd PARTICLEBOARD PANEL DIAGONAL BOARD SHEA~NG I"X6" OR I"XB" 1"X10" OR VaDER 5d COOLERS 8d ARDBOARD 8d FLOOR SHEATHING STRUCTURAL pANELS 1' OR LESS GREATER THAN 1" DIAGONAL BOARD SHEATINO l"XG" OR I"XB" l"XlO" OR ~DER 2-8d 5-8d 8d lOd 2-8d 3-8d $" EDGE / 6" FIELD 3" EDGE / 6" FIELD EDGE / 10" FIELD (SEE TABLE 3,111 (SEE TABLE 3.") PER SUPPORT PER EUPPORT 6" BGE / 12" FIELD 6" EDGE / 6" FIELD PER SUPPORT PER SUPPORT 1. NAIL REQUIREMENTSAREA BASED ON WALL SHEATINO NAILED 6" ON-CENTER AT THE PANEL EDGE . IF WALL SHEAT1NG ~ 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 THE LOAD PATH. 2, WHEN WALL SHEATING CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED TO BE REDUCED TO 1-Cd NAIL PER FOOT, FLOOR TO FLOOR CONNECTION SIMPSON STRONG - TIE 1 1/4-" COIL STRAP - 16" O,C, USE 4-8D NAILS AT EACH STUD MIN OVERLAP IS 12" SIMPSON H-8 USE W/ONLY 5- 8D TO STUD ONE SILL 4- BD TO PLATE PLATE IN (EVERY STUD) STUD TO ATTACH~ WRAP UNDER SILL PLATE MIN. OVERLAP IS 12" SILL PLATE TO RIM JOIST AND RIM JOIST TO STUD CONNECTION SILL OR Bo'FrOM PLATE TO FOUNDATION ANCHOR BOLT 20NNECTIONS RESISllNG LATERAL &: SHEAR LOADS l/~ ~NCHO. COLTS so LA'TERAL AND SNEAR LOAOS/1 - 3 STORIES J 5/S' ANCHOR BOLTS 4~ I (TABLE 3.10 'WFCM 2001 HIGH WIN!D EDITION) 'TACHMENT REOUIREMENTS FOR WIND LOADS SHEATHING LOCATION 8?UD SPACING OR pANEL SIDING FOR 8djO~UON NAILS BIDE Of' THE RO?~'. PE~C~, l~E 4 FEET PERIMETIER EOOC ZoNEEDATTACHMENT REOUIRSMCHiS SHALL as USED, 2. TABULAIED IS O,O, NAIL SPACING AS~UMEB SHEATHINO Al~FACHED TO RAFTER/IIRUSB FRAMING s T~BU,^~ s' O.C. N^L B,^a.~ ^SSU.~B S.£^THINO ^~T~CHSD TO ,~..?_/!?,.U.~.~,~.?!.~% TABLE 3,10 WFCM 2001 HIGH WIND EDITION (INCHES OC] (TABLE 3.11 WFCM 2001 HIGH WIND EDITION) WALL SHEATHING ,~ CLADDING ATTACHMENT REQUIREMENTS FOR WIND LOADS EXPOSURE B [,INCHES O,C,} (SEE NOTE 3) (l/S" ANCHOR BOLTS) F 12 ~SEE NOTE (TABLE 3,11 WFCM 2001 HIGH WIND EDITION} WALL SHEATHING &: CLADDING ATTACHMENT REQUIREMENTS FOR WIND LOADS EXPOSURE B lb, I,o i,ool.o po i, olt,o i eol MAXMUM NAIL SPACING FOR ~ COMM~ NNLS I) OR 10 D BOX NAI~ (INCH~ O,C.) SIMPSON ~" ANCHOR BOLT (14") BP-3 PLATE 7" MINIMUM EMBEDMENT (SEE ANCHOR SCHEDULE, ON DWGS A-Z,1 AND A-3.2) SIMPSON ~" PHD5-SD53 ~4) SDS ~" X 3" WOOD SCREWS 7 MIN EMBEDMENT FOUNDATION PLANS A-5.1 AND A-3,2 FOR LOCATION) (MINIMUM DOUBLE STUD) ( NCH[G OC) IMPSON STRONG-TIE MTS36 OR 1 1/4-" COIL STOCK AT EACH ROOF RAFTER USE 8-16D NAILS AT EACH END, STUD TO ROOF RAFTERMIN OVERLAP PER CONNECTION COMPONENT DOUBLE TOP PLATE SIMSON STRONG - TIE 1 1/4" COIL STRAP - 16" O,C. USE 4-80 NAILS i@ EACH STUD, R'~OOOF RAFTERS WALL TYPICAL FRAMED STRAPPING FOR OPENING EXTERIOR WALL TO FOUNDATION CONNECTION Forest and Paper Association. Non- Structural lements are based upon the New York State 'RESIDENTIAL CODE danuary 2010. For the Climatic and Geographical Design Criteria, see Table R301,2(1) on sheet no, 1 All non engineered lumber to be Douglas Fir#2 or better Wind Limitations-Section R301,2,1 Design Criteria-section R301,2.1,1, (See Table R301,2,1,2, for Wind-Born Debris Protection Fastening Schedule For Woad Structural Panels) Dead Load-Section R301,4 ~ R 301,2,2.2,1 Live Load-Secfion R501.5 Light and Ventilation-Section RS03 Ceiling Height-section R~DB Sanitation-section RS05 Toilet Bath and Shower Space-SectlOh R$07 Glazing-secUon R308 Garages and Corborts-Sectlon RS09 Emergency Escape and Rescue Opening-Section R310 Exit-Section R511 Landlng-SecBon R311,SA Ramps-Section RSt 1.6 Stairway-section R311,5 Hendrell-$ection R311,5,6 Guards-Section R312 Smoke Alarms-Section R313 Foam plastlc-secUon R314 Flame Spread and Smoke-Section R315 Insulation-Section R316 Dwelling Unit Separation-section RS17 Moisture Vapor Retarders-Section R31B Protection Against Decay-section R519 Protection Against Termites-section R320 Site Address-Section R321 Accessibility-section R~22 Elevators and Platform lifts -Section R323 Flood Resistant Construation-Sectlen R524 Foundation-Chapter W , Design based upon presumptive Icad bearing values of sandy gravel and or gravel ct 3000 pounds per square foot. Contractor to consult Arcltect if different soil materials are found upon excavation, or test hole, for alternative footing and foundation wall design, Foundation Notes; 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing 8" poured concrete foundation wall, 8'-0" high, 3000 ~ test Minimum depth-secBon 40S,1,~, 48' minimum coverage to top of footing 16"x8" poured concrete wall footings, 5000# test 2-1 3/4-"xll 7/8" Microlam Girder (or 3 1/2"xlt 7/8" Power Beam) 4" poured concrete Root slab with BxSx#lO mesh and vepor border Damp proofing at exterior foundation below grade-section R40E SO"xSO"x12" deep poured concrete column footings, 3000~ test CONCRETE TO HAVE 5 TO 7~{ AIR-ENTI~AINMENT Deck and porch floorings as noted, 3000~ test, 4-8" minimum buried depth Foundation wall to extend a minimum B" above finished grade All footing to be carried down to undisturbed soil No footing shall be set higher than a ~0 degree angle from any other footing Pour no concrete on frozen ground or in freezing water. Provide 5 1/2' steel lally columns, Backfill ehaU not be placed against the wall untg the wall has sufficient strength and has been anchored to the floor above, or hob been sufficiently braced to prevent damage by the backfill (Section R40~,1.7.) Floors - WFCM Prescriptive Method. Floor Womlng shall be nailed In accordance with Table 3.1 WFCM HIGH WIND EDITION. Draftstopplng - Section R502.12 FIreblocklng - Sectlon RB02.13. Floor Construction: .t/4" plywood subfloor, fasten per T~ble 3,1 WFCM, Floor joists: see Foundation and Floor Plane, spacing aa noted. Fasten per Table 5.1 WFCM. 2-2xB ACQ sill with termite shield and sill seal. Finish floors per agreement. Wall construction - WFCM Prescriptive Method. Wallframln9 and finishing shall be nailed and or screwed In acaordanae with lx6 fasola, wrap Overhangs os noted. VInM vented soffits, Allumlnum gutters and ieeders. Siding: see Elevations. Tyvek housewrap. 1/2" plywood sheetln9, see fastening schedule, Table 3.1, 3,9 WFCM, 2x4x Studs ~ 16' o.c, with 2x~- shoe and double 2x~ plate 1/2" G~psum wait board 5/B"T~pe X DWB In garage, (2) layers ~" GWB at fire 1/2" MR GWB In wet areas At least one window in each sleeping room shall comply with the exit reglrements of section RSlO, Note drlltlng and notching limitations in figure R602.6(1) for bearing walls and figure R 602,6(2) for non - beaMng walls. Follow exterior corner framing detail figure R602,10,5 Roof assemblies - WFCM Prescriptive Method (WFCM 3,2,1,t Table 3,1/ 3,8) Asphalt strip shingles shall ho~ minimum of slx (6) fasteners per shingle (seation Rg05.6) Underlayment application (Section Rgo5,2.7.)nalllng see table For roof slopes of two (2) units vertical In twelve (12) units horizontal (17- percent slope), up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), underlayrnent shall be two (2) lyers appDed in the following manner, Apply A 19-Inch (4SS)strip of undedayment felt layers with and starting at the eaves , fastened sufficiently to Starting at the save , apply 36- Inch wide (914 mm( sheets of undedayment, overlapping successive sheets 19 Inches (4-85mm), and fstened suffloienOy to hold in place, For roof slopes of four (WI unite v~rtical In telve (12( units. lab Protfctton (Section R905.2.7.1) Underloyrnent In High wind (Section R905.2.7.2) Flashing (section Rgos, 2.S) Chimney and firespaces - Chapter 10 Energy Efficiency - Chapter 11, see attached report Mechanical - Chapter 12 General Mechanical System - Chapter 13 Heaitng and codlin9 equipment - Chapter 14 Exheust Sustem - Chapter 15 Duct System - Chapter 16 Combustion Air - Chapter 17 Chimneys and Vents - Chapter lS Plumbing - Part VII Simpson Strong-Tie 0S20 I~' COILED S~AP. MIN 12" OVERLAP AT EACH RD2, FLOOR TO FLOOR CONNECTIONS: CANTILEVER CONDITION GENERAL NOTES: I. All works shall be performed In municipal, local zoning and building cod~ having jurisdlcOon and best standards , practice. The American Institute of Architects to all work performed on this project. 2. The Contractor shall verify all condlti( dlecrepanaies must be brought to the a prior to commencement of construction. responsible for corrections not reported except for hidden Job conditions, equipment incorporated in the work will will be of good quality, free fram faulb of one year form the datB of the final 4, The Architect sholl not be'responelbh Architect shall not be responsible for th end/or the building as designed without Compensation, etc.) and general coverage not less than $ 2 million. 6. Provide 0.025" of ameatal shield, 7, All wood In contoet with conarete ~ 9. All bathroom without operabie Energy Conversation Construction glazed area to be double lazed and all exterior door to have in,blared cores. 1'5. The I,nsuloBon protection as Indlaat~d on these plans exceeds shall remain the property of the Architect whether the project for inspection and certifications as or requested by the Owner, UPLIFT - CONTINUOUS PATH USE SIMPSON STI~ONO-TIE FOLLOW PRODUCT SELECTION GUIDE INSTALLATION MANUAL FOR HIGH CONSTRUCTION CATALOG C-HW02 ANCHOR BOLTS IN FOUNDATION USE; SSTB28 WITH BEARING PLATE, BEE FO NOTES FOR SPACJNG SILL PLATE TO RIM JOIST USE: LIP4 1E" O.C, At EXTERIOR PERIMETE AND GARAGE/HOUSE COMMON WALL USE (4)-Sd NAILS AT EACH END GARAGE STUD GARAGE SILL PLATE W SSP CONNECTOR AT 16" O,C, UBS (4)-Sd NAILS AT EACH END RIM JOIST TO BTUD CONNECSlON UBE: MTS 56, 16" O.C. UBE (4)-8d NAILS AT EACH END FLOOR TO FLOOR CONNECTION USE: MSTA 36, 16" O.C. USE (4)-8d NAILS AT EACH END RAFTER TO STUD CONNECTION USE: MTS 36, EACH ROOF RAFTER USE 8 tCd NAILS AT EACH END RAFTER TO RIDGE TO RAFTER CONNE, H7 EACH ROOF RAFTER DECK POST TO CONCRETI~ CONNECTIE PBB~MA FOR EACH POST DECK POST TO GIRDER CONNECTION PC44 FOR EACH POST GIRDER TO DECK JOIST CONNECTION NTB12 0 EACH JOIST PORCH POST TO DECK USE: PS720 (ALIGN W1TH JOIST BELOW) PORCH POST TO GIRDER USEI PB720 PORCIf ROOF RAFTER TO GIRDER USE H2.SA AT EACH ROOF RAFTER TYPIC STU ~ BEARING PL DOUBLE 2X MIN. FOR HEADER OR BEAM -- % Simpson Strong-Tie AT LAC ~2" THREADED ROD REQUIRED FOR STU JNDAllON - ON USE: USE: mSS: -- / Simpson Strong-Tie U210 2X6 ~ AT EACH RAFTER -L,..,.~ 4-10d x 1 1/2" NOTE: ATTACH LEDGER TO FRAMING ~ MEMBER WITH 2-1/2" X 5" LAG --x Simpson Strong-Tie U210 2X6 AT EACH CEILING JOIST 4-1Od x 1 1/2" Simpson Strong-Tie ~U210 2X6 AT EACH DECK/PORCH JOIST AL 4-10d x 1 1/2" PORCH / DECK LEDGER CONNECTIONS 2'MINIMUM CNW NUT SIOECOVER Simpson Strong-Tie AB AT EACH POST FOOllNC PORCH COLUMN E EDGE DISTANCE* EDGE DISTANCE* *NOTE: SEE MANUFACTURERS MINIMUM DISTANCE CHART FOR INSTALLATION =CTIONS Oj o SHEET NO m