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Home My WebLink About36646-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 8/22/2011 No: 35163 Date: 8/22/2011 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1190 The Crescent, East Marion SCTM #: 473889 Sec/Block/Lot: 30.-2-24 Subdivision: Filed Map No. conforms substantially to thc Application for Building Permit heretofore 1/1/1900 pursuant to which Building Permit No. was issued, and conforms to all of the requirements of thc applicable provisions of the law. Thc occupancy for which this certificate is issued is: step/landing addition & bathroom alteration to an existing single family dwelling as applied for. Lot No. filed in this ofliced dated 36646 dated 8/22/2011 The certificate is issued to Aragaki, Tsunehide & Aragaki, Lila (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL 7/13/10 ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 2012402 12/10/04 Walter Mar~wski (Greenport P. lumbing) 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 #: 36646 Permission is hereby granted to: Aragaki, Tsunehide & Aragaki, Lila 7 Gramercy Park New York, NY 10003 Date: 8/22/2011 To; step/landing addition & bathroom alteration to an existing single family dwelling as applied for. This permit replaces BP 34858. At premises located at: 1190 The Crescent SCTM # 473889 Sec/Block/Lot # 30.-2-24 Pursuant to application dated To expire on 2/2012013. Fees: 1/111900 and approved by the Building Inspector. PERMIT RENEWAL CO - ADDITION TO DWELLING Total: $75.00 $50.00 $125.00 Building Inspector FORM NO. 3 TOWlg OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUII~ING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34858 Z Date JULY 13, 2009 Permission is hereby granted to: TSUNEHIDE & LILA AP, AGAKI 7 GRAMERCY PARK NEW YORK,NY 10003 for : STEP/LAiqDING ADDITION & BATHROOM ALTEP, ATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR.REPLACES EXPIRED BP # 32239 at premises located at County Tax Map No. 473889 Section 030 pursuant to application dated JULY Building Inspector to expire on JANUARY 1190 THE CRESCENT EAST MARION Block 0002 Lot No. 024 13, 2009 a~d approved by the 13, 2011. Fee $ 150.00 Authorized Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32239 Z Date JULY 26, 2006 Permission is hereby granted to: TSUNEHIDE & NF ARAGAKI 7 GRAMERCY PARK NEW YORK,NY 10003 for : STEP/LANDITING ADDITION & BATHROOM ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR.REPLACES BP# 30153 at premises located at County Tax Map No. 473889 Section 030 pursuant to application dated JULY Building Inspector to expire on JANUARY 1190 THE CRESCENT EAST MARION Block 0002 Lot No. 024 25, 2006 and approved by the 26, 2008. Fee $ 150.00 ' '~ze~Sd~natu~ ORIGINAL Rev. 5/8/02 (THIS FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30153 Z Date MARCH 16, 2004 Permission is hereby granted to: TSUNEHIDE & WF ARAGAKI 7 GP3tMERCY PARK NEW YORK,NY 10003 for : STEP/LTkNDING ADDITION AND BATHROOM ALTERATION TO AN EXISTING SINGLE FDJ4ILY DWELLING AS APPLIED FOR at premises located at 1190 THE CRESCENT County Tax Map No. 473889 Section 030 Block pursuant to application dated MARCH 12, 2004 EAST MARION 0002 Lot No. 024 and approved by the Building Inspector to expire on SEPTEMBER 16, 2005. Fee $ 150.00 Authorized ~ '~ ORIGINAL Rev. 5/8/02 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 0fFire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Old or Pre-existing Building: (chec~one) LocatiooofPrope / !qO ) House No. ~Str~t ' ~amlet OwnerorOwne~ofPmpe~ ~..~,lg~ . ~,,~ ~~ [' Suffolk County Tax Map No 1000, S~tion Subdivision Permit No.~{~ &] Lo Date of Permit. Health Dept. Approval: Planning Board Approval: Block Filed Map. Applicant: Underwriters Approval: Lot Lot: Request for: Temporary Certificate Fee Submitted: $ Final Certificate: (check one Applicailt Signature ~k BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by JIM SHAW LANDSCAPE LIGHTING 1000 9TH STREET (APT 74) GREENPORT, N.Y. 11944 Located at Application Number: 1190 THE CRESCENT EAST MARION, NY 11939 2012402 Section: Block: Lot: Described as a ' Residential 0-599 square ft. TSUNIDE ARAGAKI 1190 THA CRESCENT EAST MARION, NY 11939 Certificate Number: 2012402 Building Permit: 30153 BDC: NS11 occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Outside, Porch/Deck, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 10th Day of December, 2004. QTY Rate Ratin~ Circuit Type Name Alarm and Emergency Equipment Sensor Sensor Appliances and Accessories Exhaust Fan Electric Heater Baseboard Panels 1 0 Carbon Monoxide 6 0 Smoke 1 0 F.H.P. 2 0 .25 KW 100 7 Wiring and Devices Outlet 12 0 Fixture Fixture 10 0 Incandescent Pole/Post Lighting Standard 2 0 Incandescent Outlet 11 0 General Purpose Switch 5 0 General Purpose Dimmers 3 0 GFCI Circuit Breaker 1 0 20 amp Paddle Fan 1 0 Receptacle 4 0 GFCI 1 of 1 seal This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUR~EAU OF ELECTRICITY 40 FULTON STRE~ i ~ NEW YORK, NY 1 0038 CERTIFIES THAT Upon the application ol upon premises owned by Located JIM SHAW LANDSCAPE LIGHTING 1000 9TH STREET.(AP~ 74) GREENPQRT, NJ~'. ;11944 1190 THE CRESCENT EAST MARION. NY 11939 TSUNIDE ARAGAKI 1190 THA CRESCENT EAST MARION, NY' 11939 Application Number: 2012402 Certificate Number: 2012402 Section: Block: Lot: Building Permit: 30153 BDC: NS11 Described as a Residential 0-599 square ft. occupancy, wherein the ;)rem~ses electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor. Outside, PorchiDeck, A visual Insoecuon of the premises electrica~ system, mited to electrical devices ana wiring to the extent detailed herein, was conducted m accordance with the reauirements of the applicable code and/or standard promulgated py the State of New York. Department of State Code Enforcement and Administration. or other authority hawng jurisdiction and found to be in compliance therewith on the ]Otb Day of December, 2004. Name QTY Rate Ratin~ Circuit Type seal 2 of 2 This ce~ificatemay not be altered in anyway and is validated only bythe presenceof a raised sealatthe location indicated. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 Fax (631 ) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. ~Z//~t~7/~'-~f) Owner: ~/Q~ ¢/~/x~/ '~, (Please print) . Plumber: ~,~Tt-~:~-~ /~/~t~X~/~7~/~// (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this 2 cfi dayof f~(LI.,.( k , 20 ] 6 Notary Public, CV PlUT)i Iq. County PENNY BEDELL Notary Puu,c S!;~e O/NewYofk Commission Expire~ 5~[. 29, ~ ~/ - (Plumb~r~ gignatm~) 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [~ROUGH PLBG. [ ]~JNDATION 2ND [ ] INSULATION [~']~FRAMING [ ] FINAL ] FIRE SAFETY INSPECTION [ ] FIREPLACE & CHIMNEY [ REMARKS: DATE INSPECTOR ~ INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH~-~ [ ] FOUNDATION 2ND [ ]~JL-ATION [ ] FRAMING [~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE INSPECTOR .~~~'-~/ FROr2 : studio a/b FAX NO. :6:31 523 1426 S~p, 03 2004.10:33PM P3 ,~epmmber 3, 2004 Building InSpector Building Department Town of 8outhold, Town Hall, P.O. Box 1179 53095 Main Road 8outhold, NY 11971 Building Inspector. Aragaki Residence Stooo Steps and Bathroom renovation Tax Map ~.. 1000-30-2-24 Street Address: 1190 Crascent Lane, East Madon, NY 11939 This letter is vein that the executed and installed flaming and insulation am complying with the New York State Building Code. with e small modification as below:. The Odginal drawings call for the 6x6 CCA columns embedded into the ~oll 6'-6' with no concrete, complying with the C~"TD 10-99. Instead, the columns vv~e Ir~talled with 1' dia, concrete to I~e depth of 36'. This solution doe~ no~ meet the SSTD 10-.99 standard, since it cal~ for the depth of 60' with 12' concrete. To ~=nglflen the structure sufficiently to withstand the wind loads required, additional bracings ere suggested and installed. The documents, drawings and calculations, to back-up the additional bracings may be submitted, as per requirement. Sincer.~y, Hideaki/Vilzumi, Amhaact ~LC~T~--~SD ~SP~,C~IO~ P-~OR~ FO~DA~ON (1S~ FO~DATION (2~) ROUG~ ~G & ~S~ATION P~N. Y. STATE ENERGY CODE ~uWN OF SOUTHOLD ILDING DigPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ BUILDING PERMIT APPL~A~I'ION CHECKLIST PERMIT NO.'~t~ ~ Do you have or need the following, before applying? Board of Health 3 sets of Building Plans Planning Board approval Survey_ Check Septic Form Examined Approved Disapproved a/c Expiration ,20 ¢' ,20~ ,203 N.Y.S.D.E.C. Trustees Contact: Phone: 5t Z- v 'Bll'i~ding Inspector APPLICATION FOR BUILDING PERMIT INSTRUCTIONS a. This a~-plie~ation MUST be compl~e~ filled in by typewriter or in ink and submitted to the Building Inspector with 3 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, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. "-/"~ /I r~,a ~ ^ ,_(Si, gnature ofapplicant~r name, i~corporation)~/. (M[iling a/cldress of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises [~>*O,'~.'~d~ ~ (As on the tax roll or latest tt~ed) ' 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. ocation of land~n wkich proposed work will be done.'. .... House Number Street County Tax~al2l~!o~ 1000 Section 30 Block ~, Subdivision F~r~'~p,o,c_~ ~ Filed Map No. (Name) Lot 2~q~ Lot State existing use and occupancy of premises and intended uae and ~cupancy~o:~p.roposed construction: a. Existing useandoccupancy ~ffM~YL~ ~ [),Z?4'_~--X~YLO~- b. Intended use and occupancy ..]4ea~L/IqLI~.- r2~4, ~F'IT"tP'~. (~ 3. Nature of work (check which applicable): New Building_ Addition Alteration Repair Removal Demolition Other Work Estimated Cost Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor p,,tg//t If dwelling, number of dwelling units If garage, number of cars ~/~ / 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ~dl-, ~ Rear ~'Oo v-~ Depth Height ~, ¢, o{ 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 N//tt- Rear Height N',,,/ft Number of Stories 9. Size of lot: Front q ~'. O.~ Rear v'[~', O.~ Depth , 10. Date of Purchase~_l~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 xt( Will excess fill be removed from premises? YES NO ~<~ 14. Names of Owner of premises~~,~.~Address Phone No. Name of Architect ~'[~a~ ',o~_b AddressZ~/?O/Ma~xP~-~ PhoneNo6~l-3~-I~.(o Name of Contractor Address d,LG.a~[', N?t Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES * 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. NO .,><, 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. STATE OF NEW YORK) SS: COUNTY OF ) -{ ~t.A.'yl~)-~,~__4/'~q[~ being duly sworn, deposesand (Name of individual signing contra(~above named, (S)He is the (~C%~ says that (s)he is the applicant (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 tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ,~day of ~ tLo~_. 20 6 ~c '~ ~% Public JOYCE M. WILl(INS Notary Public, State of New York No. 4952246, Suffolk County Term Expires Juno 12, :~0 0 Signature of A~pp~ '~- ,~d -:~- 2. f,' TOWN OF SOUTHOLD PROPERTY,.Rr~ORD CARD ,... ,~ OWNER STREET //gO VILLAGE DIST. SUB. LOT FORMER OWNER N E ACR. RES' ~ J 0 S~S. VL. FARM CO~. CB. MICS. Mkt. Value . ~ND IMP. TOTAL DATE R~RKS /zoo /aaa /o//~/~ .~.//~ ~ %~z ~,~/~?~s~ ~, rillaNe FRONTAGE ON WATER ~land FRONTAGE ON ROAD Aeadowland DEPTH ~ouse Plot BULKH~D 'otal COLOR ~ld/~ f~ M.~ g. Exter~ion~ Extension Pc.'s h ~ Garage Patio O. Bo Total d'-//7'/ Foundation Basement Ext. Walls Fire Place Type Roof ,Recreation Room Dormer Both Floors Interior Finish Heat Rooms 1st Floor Rooms 2nd Floor Driveway Dinette j K. LR. DR. BR. FIN. B Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631 ) 765-9502 Telephone (631 ) 765-1802 BUILDING DEPARTMENT TOWN OlV $OUTI--IOLD July 19th, 2006 Tsunehide Aragaki 7 Gramercy Park New York, N.Y. 10003 RE: 1190 The Crescent SCTM# 030 0002 024 Dear Mr. Aragaki, Please be advised that your Building Permit #30153 issued March 16th, 2004 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of $150.00 at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. TOWN OF SOUTHOLD PROPERTY-,RF~ORD CARD -.. ,.~ OWNER I STREET //9(~ VILLAGE DIS'r. SUB. LOT RES. ~ / 0 S~S. VL. FARM COMM. CB. MICS. Mkt. Value ~ND IMP. TOTAL DATE R~RKS Filloble FRONTAGE ON WAT[R ~land FRONTAGE ON ROAD ~eadowland DEPTH ffouse Plot BULKH~D Fota I COLOR TRIM Extension Garage Patio Oo B, Total ,3-/17; Foundation Basement ~-~5~ 'lLxt. Walls Fire Place Type Roof Dormer ,Recreation Room Both Floors Interior Finish Heat Rooms 1st Floor Rooms 2nd Floor Driveway inette LR. DR. BR. FIN. B SUMMARY OF PROJECT: _ _P._r 0j .e_c~t..'. ......................... ARA G_ A_K_LR_E_ ~_[ .D_E....N_.C_ .E_ _B A_T_.H~ _R ~. _O_M... R..E._ .N_O.V~ I~.~ Owner: Site add r_ _e_s_s.[ ......... ~_1_ _9~0_ (~_r..e ~ .c..e...n_ !..[~.n..~, -~.C. Tax no: 1000-30-2-24 Zonin. g}.' ................... R~4__0 ................................................................................................................................................................................ _.O_ccupancy: ....... _O.n_e F a ..m_!!y.._D.~9.!!!..n..9_ .............................................................................................................. Construction: Wood Frame SUMMARY OF CODES COMPLIANCES 1. USE(S) AND OCCUPANCY CLASSIFICATION~(.~ R-3, One Family_..~.__e[!!_nj ................................... _2_~__.~B_U_UIL~D LN G~H _E I_G H T: ................................. E xi ~_t i_n.g.L ~.'~:~}_'~..~ _.S_t..o.~_ .......................................... ................................................................... _Flr.~_ ..A..m .a. LLU_L~ ................................................................................. 3. TYPE OF CONSTRUCTION: E_xisti_n~&T.y.p~_. ~_, 2X4 Platform Framing ............................................................................. Ren~v_ ~ti_on:__~Sa~me as a______~v~e ............... Structure: Existing except replacing existing collar beams. The new collar beams will be installed according to the structural calculation attached. Energy Code is not applicable as less than 50% of alteration. This proposal calls for insulations according to the prescriptive method 4. DESIGN CRITERIA: wherever possible~ ......................................................... ..... 5 F_RAMI__~N~G ELEME_..N_TS~ ................................... S~.~St_r.~_c.t. ur~al_ Ca~_c.91_a.~i.q_n~s .f_o.r_ne~w_ c~oJla~r~b_e_a ~rn~ ........................................ _.6_ ...... DESIGN L~O_ _A.D_~ ..................................... _S._e~_ ~.t .u.r a_l. C_a I c u I~a t i~o n~s_fg/...n.~_w..cq!]~.r..b~ ~_m_~ __7_~___ WINDO_W. A~N_D DO~O_R PROTECTION_L .............................. _S_e..e....D..r_a~;nj...A_-0_6- .__8 LOAD P~ATH~ _S~. ......................................................... _n/a_ _9_: .... NAILING_AN D/O~R C O~NN..E C~T I~O_ N_ _S~C H_ _ED_.U_L. E~.[ .............. n/~a~ 1~0~_ M _E~_ _N_S_O_ F_.E.~G R E~S. ~S.L- ...................................................... .~n/.~a 11. _~P.L__U_M._BI_N_G_ RISER~DIAGRA~M& ........................................... n/i __12_:___ Flor E~P ROT E CTIO_N_ _E_Q_U_ ?_M_.EB~[I ...................... _n_/.a. ..................................................................................................... . _~A:..__._7_R u~s~s P_E S~G N_D_~_ _WiB._G.S__ .W.!T_~_ C_E_RT~FF!CA__T~O~ L_.... fi! 1~4_ ........ E N E RG__Y_C_A_L.C_U_LA. TIO N~S L_ ......................................... _R _e _n_o.¥_a_t!9_n ~ ~_h ~lJ. _co_m_ p~ y_ p_r.? ~j'i~t i_v_ e_ recLuirements STRUCTURAL DESIGN CALCULATIONS Project Arageki Residence Date 2/2712004 TABLEOFCONTENTS LOADTABLE ROOF FRAMING LOADTABLE Mean Rcof Height MRH mph Exp. mph Short period design spectral response acceleration (SDs) Snow ASCE 7 Ground Snow Load (Pg) ~psf Roof Snow LOad {Pr or Ps) I 47.251 psf Sloped roof Jnclbaing unbalanced loads Roofing Aspha6 shingles ZOO psf Waterpr~o.,~ ~, ~t 1.00 Sheathing ,~' p~ed She~Jling 1,88 Rafters 2x12 (~t6" O C. 3.16 Insulation 10 1/4'; R38C 6.{30 Ceiling 1/22 GWB 2,50 Roof Dead Load, total Total [ lSS41ps~ Rcof Live Load l 12,001psf Roof Live Load, alt ~ psf Fig R301 2 (4) Fig R301 2 (2) Fig R301 2(5) ASCE7 Sec7 R301.5 1 1.1 1.1.1 ROOF FRAMING Raflem ~ph Exp lB I Rafters deflection designabon' IDef max ILJ240: other than aboveL/180, slope >= 3/12~ No finishedlceilin~ attached to rafters Span Adjustment Wind Factor: qh= 0.00256KzK~K~VZl= KZ= Kzt= Kd= GCpf= GCpi= p= ~cJHr SELECTION OF RAFTERS wi COLLAR BEAMS (collar beam attached) Required Value/Beam w/concentrated Ioad~: b >= w~L'I(8S)+(PablL)IS ~ >= LD x[5w~,..L 1(3841) +{Pab(a+2b){3a( a+2b)} "' ~(27 IL)] pff fi fi simplyfing by assuming the del max on center psi :>= e~3~92 DIVISION 9 FlNISHES PAINT TYPES: Type Products Color G. Exterior Wood, painted (trim) I Alkryd Eggshell Ist coat Fast Dry Exterior Primer (94), or Fresh Start 100% Acx'ylic Latex Primer (23), or Fresh Start All Purpose Alkyd Primer (24), or Fresh Start Penetrating Alkyd Primer (100) 2 coats Moore's E~shcll Finish House Paint (108) determined I-1. Exterior Wood Siding, Stain I Alkyd Semi-translucent stain 2 coats Stain I Cabot oil-based Semi-translucent stain, #0300 determined I-2. Exterior Wood Siding, Stain I Alkyd Solid color stain 2 corns stain I Cabot oil-based Semi-translucent stain, # determined I-3. Exterior Wood Siding, Stain I Latex-Semi-translucent stain 2 coats Stain I Cabot oil-based Semi-translucent stain, # determined I-4. Exterior Wood Siding, Stain I Latex Solid color stain 2 coats Stain Cabot oil-based Semi-translucent stain, # determined J. Exterior Wood Deck, Stain I Alkyd Semi-translucent stain 2 coats Stain Cabot oil-based Semi-translucent Deck Stain determined or Benjamin-Moore Deck Stain K. Exterior Wood, Preservative I Linseed castor-tung oil raisin, 2 coats I Moorwood Penetrating Clear Wood Finish & Preservative (088) penetrating clear L. Exterior Wood, Weathered [ Linseed Alkyd Bleaching Oil 1 coat Moorwood Weathered Wood Finish (083), or Cabot Bleaching Oil 6 DMSION 9 FINISHES (cont.) FINISH SCHEDULE: Exterior Part Description Note Wall Siding Whole house re-paint and new Stained, Sec 09900 Tm Fascia Whole house re-paint and new Stained, Sec, 099oo Ty~e Trim Whole house re-paint and new Stained, Sec. 09O00 Type Storage Plywood Sheathing Stained, Sec. 09900 T~pe Container Roof Screened Pomh Modified bitumen Asphalt Roofing Entry Canop), Corrugated Polycarbonate Sheet Storage Asphalt felt metal flashing Container Misc. Gutter, Leader Aluminum, white coated Section Floor Structural Frame Trim Wall Ceiling Note 101 5/4x6 Cedar decking ACQ treated Red cedar 1 x6 T&G, 1 x6 T&G, Screen: Aluminum, Screened wi no space lumber stained V-Grooved V-Grooved charcoal gray Porch stained stained Sec. 0090o Type ~ Cedar horizontal Pine siding ~, 09000 Type J Sec. 0990o Type ~ siding stained stained Sec. 09900 Type I Sec. 09900 Type ] Lattice: 2x2 Cedar stained Sec. 09900 Type I 102 Same as above ACQ treated Same as Top Rail: 2x6 n/a Treads and dsers: Deck except leaving 1/8' lumber above Cedar stained same as decking space stained ssc 09900 Type I Sec. 09900 Type I Handrail: 2x4 Cedar, Lattice: 2x2 , stained Cedar stained Sec. 09900 Type ~ Sec. 09900 Type I Pergola: 2x6 ACQ stained Cedar lattice Sec. 09900 Type I panel, stained 103 Same as above Same as above n/a n/a n/a Deck on Grade 104 ½' plywood Same as above n/a ½" plywood ½' plywood Storage sheathing sheathing sheathing Containers 105 n/a Same as above n/a n/a Corrugated Pergola: Entry Polycarbonate 2x6, 2x2 ACQ Canopy Sheet stained 7 DIVISION 11 EQUIPMENT APPLIANCE SCHEDULE: (Owner supplied) Room ~lppliance 101 Screened Ceiling Fan Porch Product Color Note Owner Supplied DMSION 16 ELECTRICAL LIGHT FIXTURE TYPES: Type Fixture Type A 1 Ceiling surface mount fixture Type A2 Ceilin$ surface mount fixture Type B Exterior post mount fixture: Owner Supplied Owner Supplied Owner Supplied LIGHTING FIXTURE SCHEDULE: Room Type ~uanti~y Note 101 Enclosed A 1 3 Mount on ceiling with exposed FML and box porch A2 1 Mount on soffit with exposed FML and box 103 Deck on B 2 Mount on 4x4 column Grade 8 STRUCTURAL DESIGN CALCULATIONS Project Aragak! ReSidence Date 7/23/2003 TABLEOFCONTENTS PAGE OVERALL BUILDING DESCRIPTION LOADTABLE 1.4.2 R_opf Sheathin~ Shear Capacity 2 ROOF CONNEC'FIONS 22 Upl~ Connections 223 Roof Sheathir~ Attachment, Uplift capamty 225 Uplift Connections, Rcof to Wall, Wall to Foundation 3 WALL FRAMING 3.2 34 4 Wall Openir~ Shsar~Capacity for' Open Buildings from Wind Loads 5 FLOOR FRAMIMNG 51 FIo=r Joists 5.2 Floo~ Girder' 5.3 Stairs Treads 5.4 Stairs Stringers 6 MISCELLANEOUS 61 Dec~ Railing 62 Staircase Railin~ Guard Rail Building Type Existing Building Overall Building Dimension # of Stories First Floor Wall Height Second Floor Wall Haignt I Op~1 Butldt~ I ~ides Open, 1 -side attached tO existing building LOAD TABLE ½eismic Seismic Design Cetego~ y Shori period design spectral response acceleration (Sos) Or~e second period design spectral response acceleration (Sm) Seismic response coefficient (Cs) ~now ASCE 7 Ground Snow Load (Pg) ~psf Reff~ 2xi0@!e, q c. 21el Roof Live Load I ~.001psf Roof Live Load, alt. ~ psf Exp. IB I Fig R301 2 (4) Fig R301.2(5) ASCE7 Sec7 R301 4 Top Rail ~lbs ROOF FRAMING Applicabiity psf psf psf mph mph ~,~,= ~.76 psf rhrus~ FaVor: Ft= [1/{4x(Hc-~ir)xt2-{HrJHrl)l~== Exp IB I 3,58Jdeg NYS Building Code 1609641 Table 1609.6.21 (1) Table 1609.6.2.1 Selection of ~ IOK :badj ~t29 n3 Fb adj >= ro = e~ 872 IOK io~ Exp JS J Wind suction Load Overhang Load NYS Building Code 1609.6.4.1 p= -28.5 lb/fi2, upl~, verlical Table f60962 f (1) Height and Exposure adjustment factor 1.29 Table 1609621 (4) I 1.4,2 Roof Sheathina Shear Caoacitv Lateral Diaphragm Load from wind Wind parallel to PJdge Open Buildinas Laffice Framework 120.COJmph Exp. lB J 12.5Jfl 12 fl 12.00 ft Referential Note: Selection of Sheathin~ & Nailing 2 ROOF CONNECTIONS :aotost Milo Wind sl~od !~ mph _oad per faming members, adjusted with Mean Roof Height :onnechon:n each rafter/ceilingToe_nailedJoist to top plate ID°uglas-Fir-LarChsouthem PineHem-FirSpruce-Pine-Fir0.420550'430'50 lbs 2.2 Uolgt Connections 2.2.3 Ro~f Sheathing Attachment, Uplift Capacg~ Roof Sheathing Suction Loads 3.581deg ilerhang Load NYS Building Cote p= -28,5 lb,fi12 uplift, ver[ical Table 1609621 ( 1 ) Height and Exposure adjustment factor I Table 1609621 (4) Adjusted pressure 28.50 uplift, vertical nonoslope roof suofion load Fedmeter zone p= interior zone p= Sual$1ope roof suction load perimeter zone p= interior zone p= ~enmeter Edge Zone nterior Zone Rofter/Truss Spacir~: Sheathing Type ('~:od struofural panel or board sheathing) Nail Size Uplift Capac/t7 per a nail Douglas-Fir-Larch {Gmvit,/050 Hem-Fir (Gravit}, 043 Southern Pine ( Gravih/055 pIf) Spruce-Pine-Fir (Gravdy 042 p~ lb/nail 2.2.5 p= Dead Load W= Total uplift load 3.SSIdsg horizontal projection VelOcity p;essure at height h Uplift load from wind~ vertical 15 lb/fl2 gravity a= Overhang Load Smallest I= Mode Ilia 734 m(l-m~)/[n{1 +RE~m")(1 +m)-I +m~}] X ( 1 +RFc)l( 1 -m)-- lesser of E~ .~A~ or A~= A,= EmAr/E.A,= 100C000 rr~dulus of elasiticlty of mein member, psi 12.25 gross c~oss-sectional area of main member, in2 1000(~0 modulus of elasiticity of side member, psi 10,875 gross c~oss-sectional area of side member, in2 0.89 1,13 !.01 2 6364O 3 WALL FRAMING 3.2.t Wall O~enlrm psf N/A Selection of Header Specie, Grade, and Size: :. 8,'=s ,n- A= Douglas Fir ~ Hem Fir ~ Southem Pine #2 (Header) Douglas Fir B2 Hem Fir ~ Southern Pine ~2 Sprou~e Pine f#2 3.4 Roof dimension parallel to wind direction L= c~= 0.C0256~K~K, V21= ASCE7 6.5.13 E~p lB I 3'581deg including roof overhang KZ= Kzt= Kd= V= G= Cf= Af= 0.85 172 fi2 0,90 Velocit V Pressure coefficients at heioht z from ASCE 7 Table 6-5 1 Tooo~raDhffi factor, from ASCE 7 Fia 6-2 0.85 Wind directionality factor from ASCE 7 Table 6~ 120 6510~ Basic w~nd speed from Fig. 6-1 1 Inporiam factor from ASCE 7 Table 6-1. based on Classification in Table Gust Effect Factor for rigid structure, SACE 7 658 net force coefficients from Tables 6-9 through 6`12 projected area normal to the wind except where Cf is specified for the actual sudace area 0.85 t.6 60.0 D~a~onal Brace Column 4520 (leg ColumnLongef distancelength of Brace connection location on the column~ b 4X4 ¢ed~ 10 ft a<b )= t,= k~= r~= 543.3 lbs Single-shear connection nominal design value for one bolt: smallest value from followings Dt~F~/(4K) 1050 lb Dt~F~t(4K) 2450 lb k~Dt~F#J(3.6K) 913 lb k2DtmFern/[3 2( 1+2Re)K] 1654 lb k3OkF..~[l 6(2+R~)K] 220~ lb DZ/1 6K~(2 F*e F~/{3( 1 +R*)}]TM t432 lb 0.34 from ND$ .%= 180C(X](D~} for bolts or lag-botts in a '*~3d-wood connecbon = 2 I: length of bolts in connection 10 4 WALL CONNECTIONS cb= 0 002~K~K~K~V=i= Kzt= t Tooo~ral3hic factor, Eom ASCE 7 FiQ. 6-2 Kd= 0:85 Wind directionalih' fact~- from ASCE 7 Table Three second {~ust windspee~: Wind Receivin~ Structure Wall Receivin~ Wind Applicability 11 5 =badj '~305 in" :b adj >=/~ = Wtr~L'/(8$)= 3~3 I ?.K. I 1;600;000 psi > { llDef )XSW~L~I(3841)= 435,33a :b adi f268 in~ :b adj >= Fo = w.o~L'/(8S)= 383 I OK ~pecie$ spruce-Pine-Fir I ~:ljustment FaCtor~ E t;400;000 psi :·= (1/Uef)x5w~L'/(3641)= 435,338 12 5.2 Flora' Girder Applicabiity Floor Girder Selectio~ of Species, Grade an~ Spacing: ~ize 2X8 ~ Cfu CM ~'r CD CH Species Southern Pine I ~djustment Factors 13 5.3 Stairs Treads Ar~licabiity Selection of Species, Grade and Spacing: Applicabiib/ Del max L/1360 Ilo' Live Load Selectio~ of ~ b d 1.~ I 08{ 1..~ I ~lz* 2~12, C~t C. Cf~ Cu 3r Co ;b adj in~ :b adj >: fi3 = w~L'/(SS)= 335 I OK Fbadj 't ~?~3 in~ :b adj >-- Fo = w~xa~e'l($S)= 33e 14 6 6.1 MISCELLANEOUS Deck Rallln~ Del max. Required Value: _-- >= Pab(a +2 b)[3a{a+2b~l'r':/{271LxDef~ oenter applied ~pec~es Spruce-rune-Fir I ~/~ustment Factors I 6.2 species Douglas Fir-LatCh A(]justment Factors I ~b adi 1084 in= rb>= (.,~.~sI ~o78 I OK I Species sou~em Pine I Adjustment FaCtors ~.sI as~,~ ~,~ I,~ ~,.~ ~. OK 16 E >= Pab{a+2b)13a(a+2b)]'rZl(271LxDef) center applied species Cedar I Adjustment Factors NAILING SCHEDULE ADDITION TO ARAGAKI RESIDENCE SUMMARY OF CODES COMPLIANCES ~ ~9~[ ~9~!9~ ~b~!n.~ 'ryp~. ~.~.~?m..~[~ ................................................ ............................................................................. ~ ~.;..~P~..Y~..~.~4..~ ~ ~.~ ~a~[ ~m~ ~ ~ ~H.~Hg. E~EN~HK~; ..................... See. Pr~n~.~:9~Jb[~b ~:g~.~,d.~h~ ........................................ .6....P.~gN ~9~P~ ........................................................... ~ .~t~.~[~..~].~!~,.~. 7. WINDOW AND DOOR PROTECTION: N/A ~ ~[~[Hg.~9~..~gHH~.~.lgH.~H~P~: . . ~ Structural Ca~c~la~ion~, Dr~0.g.~:9~.,~g~..~h~ 10.M~NS OF EGRESS: N/A 11.PLUMBING RISER DIAG~M: N/A ~.~.....[~E. ~E~9~ Ee~,~ ~/~. ....................................................................... D ~W.~.~ ~.C.~[.!~gH~.......~(~ ............................................................................................. 14. ENERGY CALCU~TIONS: N/A SUMMARY OF PROJECT: Project: ADDITION TO ARAGAKI RESIDENCE Owner: Tsunehide and Lila Aragaki Site address: 1190 Crescent Lane, East Marion, NY 11939 S,C. Tax no: 1000-30-2-24 Zoning: R40 Occupancy: One Family Dwelling Construction: Wood Frame Existing/Proposod Codes Requirement Note LotArea: 21,161 sft 40,000 ft Nonconforming lot Lot Width: 75.03 Irt 120 ft Lot Depth: 282.07 Irt 140 ft Front Setback 44 ft 40 OK side. Setba..c.k. '~.5....ft ..~ ....................................... ..................... Both sides 24.3 ft 35 ft As existing Rear Setback 146.1 ft 50 ft OK Building Area: Existing House and Attached garage 2,161.45 sft Entry Deck 56.98 sft Rear Deck 360.63 sft To be demolished Total Existing 2,579.16 sft Total Existing, remained 2,218.53 sft New Screened Porch 235.03 sft New Deck 221.24 sft New Deck on Ground 285.57 sft Total Building Area 2,960.37 sft including Proposed Addition Lot Coverage 14.0 % 20 % OK au.!.!d.!.n.g. He!gh~ M~a.r~.R~o. f. H~!ght ft AS ex!~t!r~g Stories 1 2.5 OK STRUCTURAL DESIGN CALCULATIONS Project Aragaki Residence Date 7/23/2003 TABLEOFCONTENTS PAGE LOAD TABLE 2 ROOF FRAMING 142 Roof Sheathing Shear Capacity 2 ROOF CONNECTIONS 21 Lateral and Shear Connection, Rcof Assembly to Wall Assembly 5 22 Uplift Connections 223 Roof Sheathing Attachment, Uplift CaPa~b~ 225 Uplift Connections, Roof to Wall, Well to Fcundation 6 3 WALL FRAMING 32 Wall Opening 8 34 Shear Capacity for open Buildings from Wind Loads 9 4 WALL CONNECTIONS 46 Holddowns 11 FLOOR FRAMIMNG 5.1 FlOO~ Joists 1~ 53 Stairs Treads 14 54 S~airs ~trin~e~ 6 MISCELLANEOUS 6 1 Deck ~ailin[; 1 $ 62 Staircase Railing, Guard~il 16 63 Staircase Railing, H end, Iraqi 17 7 NAILING SCHEDULE OVERALL BUILDING DESCRIPTION Building Type IOpen Bugdthg 13~ides O~3e~, 1 -side attached to existing building Existing Building Exlsti~ CMU 2F exi~ing 2x4 framing New Co~struction decking New CnaVuction Overall Building Dimension 1975 ~:ree~ed porch 19,75 # of Stones First Floor Wall Height Second Floor Wall Height LOADTABLE Three second gust windspeed: ~mph Exp Fastest Mile Wind speed V ~ mph Mean Roof Height MRH Seismic Design Category Short period design spectral response acceleration (SDs) One second period design spectral response acceleration (SD~) Seismic response coefficient (Cs} ASCE 7 Ground Snow Load (Pg) ~psf Reef Snow Load (Pr (x Ps)I 5~.?01psf Sloped roof including unbalanced loads Roof Live Load ~psf RoofLive Load, alt. psf IB I Fig R301 2 (4) Fig. R301 2(5) ASCE7 Sec7 R301 4 ROOF FRAMING Roof slope 0,8 Rec[uired Span (Horizontal Prc~ecfion): , 12.0 3sf 12 I 3.Seldeg Rafters deflection desi~]nation: Del max. L/180: slope >= 3/12~ No finished ceilin~ attactmd to rafters I IL~40: other than above I Span Adiustmem Factors: Overha~g Load p= -28.5 lb/fi2 Height and E~fi~osure adjustment factor NYS Building Code uplift, verUcal Table 1609621 (1) 129 Table 1609621 (4) Wind Factor: Fw=- f.00 Hc: VerUcal distance of rafter tie location above wall plate O:CO ff Hr: Top of ridge from wall plate 5;36 ft Thrust Factor: Ft= [l/{4x(Hc/Hr)x{2~(Hc/Hrl}]~rz= f.00 5pacln~l 16 in. i~,, 3 1.4 Roof Sheathinq 1,4,1 Roof Sheathinq Spans Applicabidy Dead Load: 8 DL resisting Uplift Three second gust vandspeed: Fastest Mile Wind speed V 100 Mean Roof Height MRH 12.25 psf psf psf psf pof mph mph Exp Ia I P= -28.5 Ib/ft2 uplift, vertical Table 16096.2.1 (1) Height and Exposure adjustment factor 1.29 Table 160962.1 (4) Adjusted pressure p= -36.77 Ib/ft2 uplift, vertical Dead Load I L~i°n °f Min Grade & ThiCkni!idd°fee R°°' Sh~T~:~c~nee:: ~:2: Roof Sheathina Shear Capacity Lateral Diaphragm Load from wind Wind parallel to Ridge OPen Buildinos La~tice Framework 120.00 mph Exp ~B t2.5 fl 12.C0 ft 12 ft plf Referential Note: Roof Diaphragm Bracing Fastest-mile Wind Speed · ~) Blocking required I(WFCM2 § 5)' I Faslest'mile Wind S[3eed <: 90I mISlOckirtg NOT required I Selection of Sheathin~ & Nailin~ 2 ROOF CONNECTIONS 2.1 Lateral and Shear Connec6on, Rm~f Assembly to Wall Assembly rhine second ~ust windspeed: t20;[X3, mph Exp JB J :astest Mile Wind speed 10Q mph ~after/Ceiling Joist Spacing 16 in Nail Height: 8 ffff .oad per faming members, adjusted '~th Mean Roof Height lbs E)~) lB J Roof Sbeathin~ Suction Loads ilerhang Load NYS Building Code p= -265 lb/fi2, uplift, vertical Table 160962 1 (1) Height and Exposure adjustmen~ facto~ I Table 16096 2 1 (4) AdjuSted pressure velocity pressure at mean roof height q = 0.CO256xV=x(MRH/33t~= 19.3 End Zone Z 10% of Lmin., not less than 3 ff Z= 3.0 End Zone Parcel Area ~nd= f2.0 Interior' Zone Panel Area AJnteriom 3~0 perimeter zoe, e GCc- = -1.8 -17x (log(A/100)}/{log(10,'100)) = ;3.37 in~erior zone p= p= JSp~..e-Pine-F r (Gravit~ 042 p~) 1609641 5 2,2,$ Uplift Connections, Roof to Wall~ Wall to Foundation Applicabiit y Three second ~ust windspeed: mph Mean Roof Height h= 12:5 Velocity pressure at height h 0,90 Velocity oressure coefficients at hek3M z from ASCE 7 Table 6~5 for Exposure C, h=20ft I Toaoaraohic factor from ASCE 7 Fiq 6-2 0.85 V~nd directionality factor from ASCE 7 Table 6~ 120 6.5.10, Basic wind sbaed from Fig. 6-1 I InDor[ant factor from ASCE 7 Table 6-1 based on Classification in Table 1-1 Gust Effect Factor for rigid structure, asCE 7 6 5 8 6.5.114 or {eof dimension parallel to wind direction L= ~DeadLoad 12.5 3/4 2 J 3:58Jdeg Jpliff Load total )-w= Use NYS JRequJred Uplift Connection Loads per Rafter to Wall from Wind ~l~raming species grayly I Douglas-Fir-Larch 0.50 J ~ Toe*nailed Hem-Fir 0,43 TOe-nailed Southern Pine 0,55 Toe*nailed Spruce-Pine-Fir 042 41 Toe-nailed or or F.~= K= [~11 6K[(2F~.Fw/{3( 1 +R.)}]TM 9~ lb I/2 bolt diameteC in 1.5 thickness of side member, in ~ dowl baadng strength of main (side) member, parallel load to grain, ps~ 3t58 dowl bearing strength of main (side) msmbar,perba~diclar load to grmn, psi 3158 dowl baadng strength of main (side) member, angled load to grain, psi 177 45 be~hng y~ela strength of bolt, assuming A307 bolt, kifi 90 angle 0 to 90, bag total # of bolts m( 1-m~)/[~l+R~m")(1 +m)-I +m~'~} x ( 1 +RE~y(1 -m)= 1 lesser of E~A,/E~,~ or .%,= E~A~tEmA~= u-(u2-1)2= 1.01 1 +r (s'~2)[ 1/E.~ + 1/E.A~]= 1,01 n= length of botts in connection 3 WALL FRAMING 3.2 JRoof Loads Dead Load 8 psf J Live Load 20 psf Roof Load Spaang, includin~ overhang 7.3 Ift Wall Loads IWall Hei~lht, applicable total Dead Load psf Selection of Header Specie, Grade, and Size: Appiicabiit y N/A Applicabiity 8 Number of Jack Studs Reaction R= llg(w total x L)= 1,695 lb Fc r~e~uar Douglas Fir #2 625 (Heade~') Hem Fir ~2 405 Douglas Fir #2 1 .CO Hem Fir ~2 1.00 Southern Pine #2 1.00 Sprouce Pine F~2 1.00 SEE 2.2.5 N/A Applicabiit y 3.4 B= L= ASCE7 6513 i 3.5 ld g 0,85 0.7 17,2 ft2 Gust Effect Factor for dgid structure, SACE 7 6 5 8 net force ccefficients from Tables 6-9 through 6-12 projected area nomlal to the wind except v/hem Cf is spe~fied for the actual surface area IThree second gust windspeed: Wind Receiving SIructure Wall height t087 lb t6 120.CO mph Exp Ie Diagonal Brace a<b 9 p= Z= Mode Im Mode Is t,= k2= k~= R~= k3Dt~Fa~J[1 6(2*R~)K] 2206 It> DZll 6K[(2 Fe,F~/{3( 1 + R,)))TM 1432 lb 1.41 1.00 from ND$ A~= E,A,/E~= 2 S3S401 1.6 wind 0.4 Applicability 10 Shear capacity requirement for post base IRequired shear capacity for 4-COlumns Per Column Post Base Selection: 4 WALL CONNECTIONS Roof dimension parallel ~o wind direction L= q,= 0 O0256K,K~V~= I 3,581dag including roof overhang 28,20 lb/fi' Velocdy pressure at height z V= Gust Effect Factor for rigid str~c~ure, SACE 7 65.8 net force coefficients from Tables 6-9 through 6-12 projected area normal to the ~nd except where Cf is specified f(x the actual surface area Wall Receiving Wind Wall height z= Wall width Wall Resistin~ Wind Loads Wall height Wall w~dth Solid area ratio e= 11 2F Applicabiity Del max Ifor Live Load :~equired Value: b >= Jw~L'/(SS) · _: >= J(I/DOf)X5W~L 1(3841) Selection of Sl:~cies, Grade and Spa~ng: Sp~c es Hem-Fir J ~,d]ustment Fectors Size ~X6; CMt 3/4" .E Cfu CM Cr CD CH E ~:~000 psi ->= (l/Uefjx5w~L~/(3~41)= 435,338J OK Fbadj in~ :b adj >=1~ = w~L'I(8S)= 3e3 I OK psi E>= ( llDeflxswe.~l-~/(3~41)= 43~3~ 12 Floor Girder L{wind adj)= l(aclual)/fw ,40 psf 0 psf IJJ360 Jfor Live Load ~pecies Hem-Fir J ~djuslment Factors :badj in" :b adj >= fl3 = w~lZ/(8S)= J OK '1;300;000 psi ~:>= (l/Def)xSw~L~/(3841)= 870,625J OK ~pecies Splice-Pine-Fir J ~.djustment FaCtors Fb adj in° :b adj >= ~ = w~L~l(SS)-- JOK E l~O~O psi E>= I 13 5,3 max uJ~O Jfor Live Load 5.4 Selection of Species, Grade and ~ Size 2X121 Cut C~ ;fu . Cr ~o c~ Fbadj Fb adj >= ~o = w.,~L~/(8S) 338 14 6 6,1 MISCELLANEOUS Deck Railing >= L/136g Ifo¢ Live Load Pab{a+2b)[3a{a+2bl]'rz/(271LxDef) center applied Species Hem-Fir I Adiustmen( Factors Spec4es outhem Pine I Adjustment Factors Fb edj t275 in3 ~>= (pab4.~S ',~ I o_~ I Spe~es ~mce-PIne-Fir I kdjUStment Factors AppliCZ, biit¥ 15 6.2 Staircase Railing, Guard Rail Applicabii[y Live LOad: IRequired SPan: I 25'~l~tbs concentrated species Hem-Fir I &diustment Factors Species Spruce-Pine-Fir I ACliustment Factors Fbadj ,n' to>= ~.,~X=I tio?g Io~ fo~ 16 6.3 Staircase Railin~l, Handrail E >= Pab{a+2bl[3a{a+2b)l'~z/{271LxDefl ~enter applied NAILING SCHEDULE 17 PROJECT: OWNER: Address: Site: ARCHITECT: RENOVATION TO ARAGAKI RESIDENCE TsunehMe and Lila Aragaki 7 Gran~3cy Park, New York, NY, 10003 212 529 8179 (home), 212 759 2988 (office), 917 922 4586 (cell) 1190 Crescent Lane, East Marion, NY 11939 631 477 2993 STUDIO NB, ARCHITECTS HIDEAKI ARIIZUMI GLYNIS BERRY 111 FOURTH AVENUE *t2M NEWYQRK, NY 10003 TEL 212 677 2887 FAX 212 677 7898 24190 MAIN ROAD ORIENT, NY 11957 TEL & FAX 631 323 1426 SUMMARY OF WORK and NOTES A. REMODELING EXTERIOR STEPS NOTES W~RK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL LAW~, BY LAWS, STATUTES, ORDINANCES, CODES, RULES, AND REGULATIONS THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ARCHITECT OF ANY PORTIONS OF THE WORK IN THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE ABOVE. NO WORK SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED. 2 ALL MATERIALS, ASSEMSLIES, FORMS, METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT SHALL CONFORM TO THE BUILDING CODE. LIST OF DRAWINGS T01 TITLE SHEET A01 SITE PLAN A02 STOOP STEPS DETAILS APPROVED A DATEi NOTIFY BUILDING DE 765-1802 8AM TO 4 FOLLOWING INSPECTK 1. FOUNDATION - TW¢ FOR POURED CON( 2. ROUGH - FRAMING 3. INSULATION 4. FINAL - CONSTRUC' BE COMPLETE FOR ALL CONSTRUCTION REQUIREMENTS OF TH YORK STATE. NOT RE DESIGN OR CONSTRU S N 0TED ~ARTMENT AT =M FOR THE NS: REQUIRED RETE ~. PLUMBING ION MUST C.C. HALL MEET THE "CODES OF NEW SPONStBLE FOR ;TION ERRORS. FI,OOD ZONE COMPLY WITH (~HAPTER "46" FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. COMPLY WITH ALL CODES OF NEW YCqX STATE & TOWN CODES AS REC~IRED AND CONDITIONS OF /1/!////! _ SOUTHOLB ~OWr', Z~A ABBREVIATIONS AFF ABOVE FINISHED FLOOR & AND B.O BOTTOM OF CLG CEILING CONC CONCRETE CONT CONTINUOUS DET DETAIL DIA. DIAMETER DIM DIMENSION DIM DIMMER DWG DAWING ELEV. ELEVATION EXIST EXISTING ELEC. ELECTRIC EQ. EQUAL EXT EXTERIOR FF FINISHED FLOOR FIN FINISH OR FINISHED FL FLOOR FT FEET GA GAUGE GWB GYPSUM WALL BOARD H HEIGHT HRDWD HARDWOOD HVAC HEATING VENTILATING AND AIR CONDITIONING MAX MAXIMUM MECH MECHANICAL MIN MINIMUM MTD. MOUNTED MTL METAL N I C NOT IN CONTRACT NTS NOT TO SCALE PLY PLYWOOD DC ON CENTER R RADIOUS REQD. REQIRED RM ROOM SF SQUARE FEET SIM. SIMILAR S S STAINLESS STEEL STL. STEEL TEL. TELEPHONE TH THICKNESS T~] TOP OF T ,E TYPICAL U.ON. UNLESS OTHERWISE NOTED V.I.F. VERIFY IN FIELD W WIDTH WI WITH WD WOOD ALLCONSTRUC' MEETTHEREQUIRE CODE$OFNEW LEGEND & SIMBOLS 4 5.9- DETAIL & SHEET NUMBER SECTION & SHEET NUMBER ELEVATION & SHEET NUMBER DOOR NUMBER WINDOW NUMBER ROOM NUMBER STRUCTURAL DIMENSION FINISHED DIMENSION SHALl. NTS OF THE STATE pLUMBING ALL ~: :" ,S WASTE & ¥~ ::~xS NEED TESTtN,~ :,~r ~,r,E coVERING OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY 0 ~ 0 z W g ~ o LLI u_ EXISTING CONCRETE STEPS PROPOSED WOODEN STEPS LOT 23 AREA= 21,161 S.F. EXISTING SCREENED PORCH EXISTING DECK - EXISTING DECK-ON-GROUND --152'-6"- EMODELED ~ [ ~ 282'07' - ~- EXISTING 1 STORY F~M ~ EXISTING ATTACHED GARAGE ~ 282.22' IS SITE PLAN WAS DRAWN BASED ON THE SURVEY MAP BY YOUNG & YOUNG, ) OSTRANDER AVE, RIVERHEAD, DATED 5/15/1980 'THIS CEDAR 2X6 CEDAR LOUVER 30"X30" HORIZONTAL CEDAR lX4 @ 4 1/4" O.C. VERTICALLY COLUMN TREATED LUMBER OR TREATED PA~ALLUM 6x6, TYP. ~. J 1NORTH ELEVATION J USE 30" 30" I~ZONTAL CEDAR 1X4 @ ~ 1/4" C.C. VERIICALLY HANDRAIL 1X3 CEDAR ON 2X2 CEDAR ON 2X4 CEDAR ON 4X4 C~DAR POST x~ DECK ON GRADE I 1/4X6 CEDAR SEALANT ~ MTLFLASHING~-~' CORRUGATED POLYCARBONATE SHEET ON 2X2 CEDAR ON 2X6 CEDAR RAFTERS COLUMN STAINED 30"X30"CEDAR STAINED 2X6 CEDAR STAINED lX4 CEDAR HORIZONTAL PANELING @41/4"O.C. VERTICALLY STAINED SECTION :1 PLASTIC GLAZING: Corrugated "Iron Wave" PCCS Polygal USA, Inc C]ear Polycarbonate Sheet sheets Polygal PCCS sheet: Plygal USA, Inc. 2352 Hwy. 14 West, Janesville, WI, 53545 phone: 800 537 0095, 608-757-1313, fax: 608-757-1525 Local Dealer: Laird Plastic 386 West John Street Hicksville, NY 11801, phone: 800 873 8421,516 938 7300 fax; 516 938 7485 CLOSED RISER STEPS AND DECK ON GRADE CEDAR11/4X6DECKING, TYp. STAINED 5/4 X 6 CEDAR DECKING ON 2X6 TREATED LUMBER JOISTS @ 16" o.c. PROJECT: OWNER: Site: ARCHITECT: RENOVATION TO ARAGAKI RESIDENCE Tsunehide and Lila Aragaki 7 Gramacy Park, New York, NY, 10003 212 529 8179 (home), 212 759 2988 (office). 917 922 4588 (cell) 1190 Crescent Lane, East Marion, N Y 11939 631 477 2993 STUDIO NB, ARCHITECTS HIDEAKI ARIIZUMI GLYNIS BERRY 111 FOURTH AVENUE NEW YORK, NY 10003 TEL. 212 677 2887 FAX 212 677 7898 24195 MAIN ROAD ORIENT, NY 11957 TEL & FAX 631 323 142B SUMMARY OF WORK and NOTES A. BATHROOM RENOVATION 1. MAKING CATHEDRAL CEILING BY REMOVING EXISTING FLAT CEILING 2. LIGHT IMPROVEMENT: NEW WINDOW AND SKYLIGHT 3 SOUNDPROOF IMPROVEMENT 4. IN STALATION OF SHOWER STOOL, ELIMINATING A TUB 5 RELOCATION OF TOILET 6. FURNISHING OF MAKE-UP CORNER 7 REMODELING OF SINK COUNTER 8 REMODELING OF CLOSETS RELATED ALL HEATING, PLUMBING, AND ELECTRICAL WORK NOTES WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS DE ALL LAWS, BY LAWS, STATUTES, ORDINANCES, CODES, RULES, AND REGULATIONS. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ARCHITECT OF ANY PORTIONS OF THE WORK IN THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE ABOVE NO WORK SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED. 2 ALL MATERIALS, ASSEMBLIES, FORMS, METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT SHALL CONFORM TO THE BUILDING CODE. 3. ALL NEW WORK SHALL COMPLY WITH PART IV OF RESIDENTIAL CODE OP NEW YORK STATE, AND/OR ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE ALL NEW INTERIOR FINISHES SHALL BE CONSTRUCTED OF MATERIALS MEETING SECTION R319 OF RESIDENTIAL CODE OF NEW YORK STATE FOR FLAME SPREAD AND SMOKE DENSITY RATING. LIST OF DRAWINGS T01 TITLE SHEET A01 SITE PLAN A02 DEMOLISHION PLAN A03 NEW PLAN A04 NEW BUILDING SECTION A05 INTERIOR ELEVATIONS A06 WINDOW PROTECTION PANEL DETAIL MO1 PLUMBING AND HEATING LAYOUTS E01 ELECTRICAL LAYOUT ABBREVIATIONS AFF ABOVE FINISHED FLOOR & AND @ AT B 0 BOTTOM OF CLG. CEILING CONC. CONCRETE CONT CONTINUOUS DET DETAIL DIA DIAMETER DIM DIMENSION DIM DIMMER DWG DAWING ELEV ELEVATION EXIST. EXISTING ELEC ELECTRIC EQ EQUAL EXT EXTERIOR FF FINISHED FLOOR FIN FINISH OR FINISHED FL FLOOR FT FEET GA GAUGE GWB GYPSUM WALL BOARD H HEIGHT HRDWD HARDWOOD HVAC HEATING VENTILATING AND AIR CONDITIONING MAX. MAXIMUM MECH MECHANICAL MIN MINIMUM MTD MOUNTED MTL MBTAL N.IC NOT IN CONTRACT NTS. NOT TO SCALE PLY PLYWOOD O.C. ON CENTER R RADIOUS REQD REQIRED RM ROQM SF SQUARE FEET SIM SIMILAR SS. STAINLESS STEEL STL STEEL TEL TELEPHONE TH THICKNESS T.O. TOP OF TYP TYPICAL U.O.N UNLESS OTHERWISE NOTED V.I.F. VERIFY IN FIELD W WIDTH WI WITH WD WOOD LEGEND & SIMBOLS DETAIL & SHEET NUMBER SECTION & SHEET NUMBER ELEVATION & SHEET NUMBER DOOR NUMBER WINDOW NUMBER ROOM NUMBER STRUCTURAL DIMENSION FINISHED DIMENSION O o 0 m ~ z t.u 152'-6'; EXISTING CONCRETE STEPS PROPOSED BATHROOM RENOVATION AREA EXISTING SCREENED PORCH -- EXISTING DECK EXISTING DECK-ON-GROUND EXISTING 1 STORY FRAME BUILDING EXISTING ATTACHED GARAGE x 0 0 21= >. LLI THIS SITE PLAN WAS DRAWN BASED ON THE SURVEY MAP BY YOUNG & YOUNG, 400 OSTRANDER AVE, RIVERHEAD, DATED 5/15/1980 EXISTING ROOF ABOVE EXISTING CONCRETE STEPS EXISTING DOOR TO BE REPLACED REMOVE ~EXTE RIO R~S H~OW~E R~v EXISTING BEDROOM WALL DEMOLISH CLOSET PARTITION - REMOVE TUB AND SHOWER DEMOLISH PART OF PARTITIC EXISTING SLIDING DOOI TO BE REMOVED DEMOLISH EXISTING FC i RAISE THIS WINDOW ~ ~ , - ~ EXISTING TOILET ~ TO BE REMOVED : ' ~-"2 1 I ~2'-~"~ I ~~ EXISTING I ~ ~ BEDROOM I o,_ / ~,_~,, EXISTING INSULATION 8" GLASS BLOCK, 10 COURSES HIGH USE END BLOCK VERTICAL EDGE, TYP. 3 -6~ DOUBLE 1/2" WATER RESISTANT GWB INSTALL SOUND INSULATION TYP. 8,, SKYLIGHT ABOVE / %J DOUBLE 1/2" WATER RESISTANT GWB INSTALL SOUND INSULATION TYP. .3ERAMIC TILE ON 1/2" CEMENT BOARD ON 1/2" WATERRESISTANT GWB INSTALL SOUND INSULATION 8" GLASS BLOCK, 11 COURSES HIGH OCK GLASS HALF BLOCK SHELVES NEW 10" DEEPSHELF NEW POCKET DOOR O O I'-- ILl o z FINISH SCHEDULE: Section Floor Base Tdm Wall Ceilin~ Note Bathroom Ceramic Tile Ceramic Tile White pine, %. GWB painted %" WR GWB Paint type and color (Owner to painted painted Owner to determine determine, typ ) Typ Perimeter walls Base, or wainscot to have double height to be GWB determined by the Owner Glass block Use end block at all 8x8x4 par[itions vertical ends pattern to match Use comer Plock at existing the comer of shower enclosure Shower Ceramic Tile Ceramic tile on %" WR GWB Install waterproofing '/~' cement board painted In conc DOOR SCHEDULE: NOTE: DOOR STYLE AND FINISH TO BE DETERMINED BY OWNER HARDWARE STYLE AND FINISH TO BE DETERMINED BY THE OWNER WINDOW SCHEDULE: EXISTING ROOF/CEILING CONST. NEW SKYLIGHT NEW CEILING: 1/2" GWB ON NEW 2X6 BELOW INSTALL R38c BATT INSULATION ERS REPLACING EXISTINI EXISTING BEDROOM 2 ON BOTHSIDES ON WITH NEW COLLAR BEAM GWB ( W/SOUNDPROOF INSULATION GLASS BLOCK PARTITION USE END BLOCK AT VERTICAL PATTERN TO MATCH EXISTING EXISTING BEDROOM CERAMIC TILE THIN SET ON "MILLIMAT" RADIANT HEATING ON EXISTING pLYWOOD SHEATHING INSTALL R21 BATT RAFTERS BATHROOM BUILDING SECTION 0 0 uJ COLLAR BEAM, PAINTED ]~P. WALL: GWB, PAINTED TYP. WEST WALL Sl~ W/ADJL TYP, 4EAST2 SOUTH GWB,~P.~ lC TILE WALL GLASS NORTH WOOD PAINTED GWB ~.-~WAI GWB ~ WAL ~ SHE O TO[ I L LIGHT L MIRROR .F ON GLASS BLOCK DETERMINED TER ,llC TILE EAST1 BATHROOM ACCESSORY SCHEDULE: O.A. PANEL HEIGHT= R.O. + 5 3/4" R.O ARAGAKI RESIDENCE BATHROOM scale: 3"=1'-0" /'~UU date: 2/27/04 studio a/b 111 Fourth Ave. #2M New York, NY 10003 tel. 212 677 2887 fax 212 677 7898 24190 Main Road, PO Box 444 Orient, NY 11957 tel.& fax 631 323 1426 EXISTING VENT EXISTING PIPES PLUMBING LAYOUT PLUMBING FIXTURE TYPES AND SCHEDULE: T)~pe : Product: Finish: Note Toilet with seat Owner determined Sink Sink faucet Shower heads Shower control ELECTRICAL RADIANT HEATING: "Nexans Millimat" Model #144 by Orbit MFG, Inc. 1507 W. Park Avenue, Perkasie, PA 18944, PHONE:215-257-0727, FAX:215-257-7399, OR EQUAL RECESSED WALL MOUNT FAN FORCED HEATER: #SRA-1012 by BERKO, 470 Beauty Spot Rd. Bem~ettsvillc, SC 29512, or equal WALL RECESSED ELECTRIC FAN HEATER BELOW COUNTER ELECTRIC RADIANT HEATI HEATING LAYOUT Z O O O O pt' o 3= WALL RECESSED MOUNT FAN HEATER~ RADIANT HATING SYSTEM LOCATIONS OF CONTROLE/SWITCH TO EXISTING CEILING RECESSED MOUNT LIGHTING FIXTURE, lC RATED SHOWER LIGHT CEILING SURFACE MOUNT LIGHTING FIXTURE, EXISTING WALL MOUNT LIGHTING FIXTURE SINGLE POLE SWITCH DUPLEX RECEPTACLE PROTECTED BY GROUND CIRCUIT FAULT INTERRUPTER SPECIAL PURPOSE OUTLET FAN OUTLET NOTE: 1. ALL LIGHTING FIXTURES ARE TO SE DETERMINED BY OWNER 2 ELECTRICAL CONTRACTOR SHALL PROVIDE ELECTRICAL CONNECTION TO THE HEATING EQUIPMENTS LIGHT FIXTURE TYPES: Type Fixture Notes Type A 1 Wall surface mount f'mmre Owner Determined Typ. Type A2 Ceiling recessed fixture, shower light, with IC rated 40W Al9, Progress 6660-16 or equal Vent Fan Nutone 8870 or equal Wall mount exhaust fan with weather cap Ceiling Owner supplied Paddle fan -¢?' O -r- I-- m IjJ I.-- LLi ~-~ <m, <LUg