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HomeMy WebLinkAbout41751-Z � �C, Town of Southold 3/6/2018 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39547 Date: 3/6/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 685 Oakwood Court, Southold SCTM#: 473889 Sec/Block/Lot: 90.4-21 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/23/2017 pursuant to which Building Permit No. 41751 dated 6/20/2017 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, including covered front porch, rear covered patio and second floor deck, to an existing one family dwelling as applied for. The certificate is issued to Melillo,Mark&Susan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41751 2/14/2018 PLUMBERS CERTIFICATION DATED 3/2/2018 4tchoRe East Pl bing ho ' Signature C , TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 4t 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#: 41751 Date: 6/20/2017 Permission is hereby granted to: Melillo, Mark & Susan 100 Indian HI Wilton, CT 06897 To: construct additions and alterations to existing single-family dwelling as applied for per Trustees & DEC approvals. At premises located at: CDU& 685 Oakwood-DA., Southold SCTM # 473889 Sec/Block/Lot# 90.4-21 Pursuant to application dated 5/23/2017 and approved by the Building Inspector. To expire on 12/20/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,260.80 CO -ADDITION TO DWELLING $50.00 Total: $1,310.80 Buildin pector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a-certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. y B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling$50.00, Additions,to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool$50.00, Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. New Construction: 2C Old or Pre-existing Building: (check one) Location of Property: S cJ7,1� /Q t House No. / Street Hamlet Owner or Owners of Property: N�X41 L t o Suffolk County Tax Map No 1000, Section 90 Block Lot -;)L Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate:_ (check one) Fee Submitted: $ �� 1 Applicant Sjgnatur SOUryol Town Hall Annex Telephone(631)765-1802 54375 Main Road NFax(631)765-9502 P.O.Box 1179 iQ roger.richert(c-D-town.Southold.ny.us Southold,NY 11971-0959 Q �yc0UNT1' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Melillo Address: 685 Oakwood Court city,Southold st: New York zip: 11971 Building Permit#- 41 751 Section: 90 Block: 4 Lot: 21 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor- DBA: Devaney Electric License No: 4144- SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 43 Ceiling Fixtures 12 HID Fixtures Service 3 ph Hot Water GFCI Recpt 16 Wall Fixtures 11 Smoke Detectors 5 Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures 47 CO Detectors Sub Panel A/C Blower 2 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 2 Emergency Fixture Time Clocks Disconnect 200A Switches 5$ Twist Lock Exit Fixtures �] TVSS Other Equipment: 5- Bath Fans, 3- Paddle Fans, 3- Combination Smoke/CO Detectors. Notes: 20KW Standby Generator With Transfer Switch. Inspector Signature: Date: February 14, 2018 0-Cert Electrical Compliance Form.xls w E FV t Town Hall Annex A Telephone(631)765-1802 54375 Main Road k. Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD i i i C„E,R..T.I..F_I:C..A.T_.I 0..-N. i Building:Permit No. 5 Owner: ( 0 �� (Please print) _Plumber � C --C _._.. ...�.._. ­.- 6i5-(n5. ---1,­- � P _ _ (Please print) ; l I I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature)- f)C1 Sworn to before me this _ day of_March -,. 20� Notary Public,: County. t TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY i COMMISSION EXPIRES JUNE 30,2J21Z i soulyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: PaVf-e� n ov- DATE INSPECTOR Of SO(/T cn oyCO� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC 7R011UGH ION [ ] FOUNDATION 1ST _PLEIG. [ ] OUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH). [ ] ELE TRICAL (FINAL) REMARKS: �C�/IM►/1 t DATE '4-' INSPECTOR ��0 UTyo l�co TOWN OF SOUTHOLD BUILDING. DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ �FNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 9 W W907� INSPECTOR f a 51 IF SOUL �0 • O i �y00UNTV,�` TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ rINSULATION UGH PLEIG. FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] RE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: lvt- A'1 6 Otvt �j� ' DATE INSPECTOR I j cJ f SO Uty�� r � � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ]. FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ::;rAW � „l� DATE Y INSPECTOR i ho�y4f SOUTyp6 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 PENN" -- -I KATION [ ] ELECTRICAL (ROUGH) ELECT"' (FINAL) REMARKS: I DATE INSPECTOR / a0f So s �o o��DUNi'1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ( ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: fOl fxW,40f%j Co-1 D I I*,I�, L-S �4v%�f-ek, .-DATE J1 INSPECTOR KYNN3 ENE " THE EVOLUTION OF INSULATION WSULATMN CERTMCATE This form must be filled out and posted to comply with building code requirements. D Meets IRC requirements: 2006 IRC.-N1101.2,N1101.4,N1 101.8 2600-11.1RC-N1101.2,N1 101.4,N1101.8 OD 2012 IRC-N1101.31 N1101.7,N1101.12 MAR 6 2018 The following spray polyurethane foam products)has/have been installed. [:1 LD-C-50 [I LD-R-50MDrC-200 [I MD-R-200 0 MD-R-210 0 Other TOWN OF So MOLD Please consult International Building Code(IBC),Chapter 26-Plastic and International Residential Code(IRC)2006 IRC R314,2009,IRC R316,2012 IRC R316-Foam Plastics for specific requirements.The aforementioned Icynene spray polyurethane foam insulation systern(s) has/have been installed in accordance with,ma.nufacturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Value Thickness* Attic Area R- at inches Sloped Ceilings R- at inches 'Walls(location): I E4erio(- R- E -2-I. at inches Walls(location): R- at inches Floors(over an unheated crawl spate) R- at inches Crawl Space Perimeter R- at inches Basement Walls R- at -inches Other(location): R- at inches 'Nominal thicknesses are representative of field,spray-applied foam material. Jobsite Address I (,V5 06-v—WONO C-00 e-T Sia,jn-tALoL-b f, t1q71 Date of Insulation Installation C)C_—F 3, -aol Building Contractor T -:nom I C_ r-((0oa,�; Insulation Contractor Insulation Contractor Phone 2-1 S--b Installed By woT-0, r4\(C-Hft0L_ MC& juel? MULMON CERTMCATE e DO NOT REMOVE Please post near electrical panel. � all, e r • : o . . ° . • • i �: !LM IMMA Mrs-MMIC"Jilf 0OW11A,".. fill C4327-111 MM'> x. E=X r7M.'PT71w� U41 WMAS&W rd in" AR r . ► :' �� . FERRI MM Elm mIpjl A MA 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: (63b 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthForkxet PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit D Examined v 20� V Storm-Water Assessment Form D Contact: Approved ot 20_t� MAY 2 3 2017 Mail to: Nar Disapproved a/c BUMDING D Phone: -/7/1e S- 8-c3 a S Expiration 20 TOWN OF SOUTH Building Insp APPLICATION FOR BUILDING PERMIT Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of pians, 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. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises k l t t P' t r!o (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which roposed work wi 1 be done: 5 ya L,woa� & soJ+kLo fc� House Number Street Hamlet County Tax Map No. 1000 Section L9 4 Block V Lot / Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intend use and occupancy of proposed construction: a. Existing use and occupancy s4vt,�4 re S)&A,-cz-� 1. b. Intended use and occupancy +vY�4 CIA( J14-u�' w l ��T 8&C4- - 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor 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 � Rear � o'7 Depth Height 1-9 '- — Number of Stories 1 Dimensions of same structure with alterations or additions: Front �� Rear �a Depth a Height 30'- 1 2" Y/ Number of Stories 8. Dimensions of entire new construction: Front ca Rear G a Depth 09 Height (D / Number of Stories I 9. Size of lot: Front Rear & 2- Depth /6 50 116 7 To 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated , 42 - ID 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES N04Will excess fill be removed from premises?YES NOX/ 14.Names of Owner of premises fto-"(, L LO Address Phone No. Name of Architect Address Phone No Name of Contractor 'x1317 Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES /V 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�O 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 NOX * IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF Serol KSS: ) Oao 14u% e r being duly sworn, deposes and says that(s)he is the applicant (Name of individual'signinj contract)above named, (S)He is the be-Sf (Contractor,Agen Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this r day of 20_0_ (� TRACEY L. DWYER . W/Iw/a NOTAR"Notary Pu NO I01DW6306900 Sig6ature WApplicant QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,22& � q sorry Town Hall Annex John M.Bredemeyer III,President a' Old 54375 Route 25 Michael J.Domino,Vice-President _r7_ � '" P.O.Bog 1179 LW ' ' Southold,New York 11971 Glenn Goldsmith N A.Nicholas Krupsid Telephone(631)765-1892 Charles J.Sanders Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 8840A Date of Receipt of Application: July 5, 2016 Applicant: Mark &Susan Melillo SCTM#: 1000-90-4-21 Project Location: 685 Oakwood Court, Southold Date of Resolutionlissuance: July 20, 2016 Date of Expiration: July 20, 2018 Reviewed by: Board of Trustees Project Description: To add a roof over existing 5'x17' front entry porch; remove seaward deck attached to existing dwelling with attached garage and construct a new 17'x32' on-grade patio and new 17'x32' second story deck. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Nancy Dwyer Design Consulting, Inc., dated May 27, 2016, and stamped approved on July 20, 2016. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. John M. Bredemeyer, III President Board of Trustees Michael J. Domino, President ��0� S0(/r-o Town Hall Annex John M. Bredemeyer III,Vice-President h0 11 0 54375 Route 25 P.O. Box 1179 Glenn Goldsmith 4 Southold, New York 11971 A. Nicholas Krupski G • TeP'"- hone(631) 765-1892 Greg Williams 'O � �y00UNf`I,� .t" u'\ [2 DD MAR - 6 2018 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD u .._ I. TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1453C Date: March 5, 2018 THIS CERTIFIES that the addition of a roof over existing 5'x17' front entry porch; remove seaward deck attached to existing dwelling with attached garage and construct a new 17'x32' on- juade patio and new 17'x32' second story deck; At 685 Oakwood Court, Southold Suffolk County Tax Map #1000-90-4-21 Conforms to the application for a Trustees Permit heretofore filed in this office Dated July 5, 2016 pursuant to which Trustees Administrative Permit#8840A Dated July 20, 2016, was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the addition of a roof over existing,5'x17' front entry porch; remove seaward deck attached to existing dwelling with attached garage and construct a new 17'x32' on-grade patio and new 17'x32' second story deck; The certificate is issued to Mark& Susan Melillo owners of the aforesaid property. Authorized Signature AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 14738-03613 PERMIT Under the Environmental Conservation Law CL Permittee and Facility Information Permit Issued To: Facility: MARK MELILLO MELILLO PROPERTY 100 INDIAN HILL RD 685 OAKWOOD CT WILTON,CT 06897 SOUTHOLD,NY 11971 Facility Application Contact: NANCY DWYER PO BOX 632 SOUTHOLD,NY 11971 (631)765-8667 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Southold Facility Principal Reference Point: N5.632 Latitude: 41801657.0" Longitude: 727 NYTM-N: 43 23'42.9" Project Location: 685 Oakwood Court = Watercourse- Sandpiper Basin Authorized Activity: Construct a first and second story addition, entry and concrete patio. Install roof storm water runoff drywells. Remove the walks,patio and relocate a drywell. Establish non-disturbance buffer area. All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 4/12/2017. (GRZ) F- Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-03613/00002 New Permit Effective Date: 4/12/2017 Expiration Date: 4/11/2022 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: SUSAN ACKERMAN, Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790-3409 Authorized Signature: Date Page 1 of 6 H0Z,kdW Sol-d:WS * WNOJ ( � (•AXaiA3U aoi 1uawimdaa lUIMauiiiu3 01 p.lenuo3) —•pa_nnbag si Mid lo.luloD JUMAeueW Ja1Un�w1o1S palmbag ION urld lo.11uo�luawaBRIEN.lalvANW.rolS P VwJad Buipling f3uissaaojd.loj paAo.iddy — — — — — — — — — — — — — — :I.loM uoilz)nalsuoD jo uoilez)o-I /ssaJppH Al.i5UOJd i dBPan�aina� - - — — — — — — — — — — — — — — I � n� ^ .�� uo�leuuom larluo3 **** A'1No 3SIl iN3W12ib'd3a 9NlGlln8 'd0J (f ,✓( l(-) X018 uo(laas �i�lna (Jaglo'iolarjluoJ'luaSV 7cuol�a}ojd alsao•jammo dliad-d) -1tlVJllddV 0001 WID's 11 aot;eagddd�iauad Out no mo(q;u�}uamedaQ�mpmtg aq;o;Quo3 as17 xaa�pa�ald�aoa a pule U191d 10-UUOJ IUJM-129UVNl .ca7nbmsolS 9 saidoa obZ 1pagns aseaid `aAoge aq;;o aloui 10 auo of Ste[paiamsue not g -Mfo.td mol oq Aidde jou scop 9£Z latdvtD paqurnN dvW xeZ 4ano,3 ig a;eQ `uogeuuo• e�ao� `am;ea�S `au<eH mol q}lm molaq uo.ms;ueagddd aq;ajalduxoj ;do jLS `aeoge suol;sanb aXp p)Re o}ON pa.caessae not n �C •saoe j.ms snolA.radwi jo luauiaoelda.i pulp[-ul sapnlaui lesodo id agl pup umo•L aql Aq paAlaaa.i sem uetd 10.11uo:) IuauiaSeueyJ .iaJemlz OIS e Jo leno.idde .ioi.id ssalun `a.ioul jo 1aa j a.ienbs 00011 jo saoe j.ins snoiA.iadwi paa>?jsnsa.i jo mau jo uoijelleisul •� •assnoosalum Aue jo duW WHIR UO papidap se uieldpool j .ieaA-palpunq-auo aqj uigl!m uoije.iedaid aps •3 ❑ •ease p.iezeq uolsola Ielseoo jo jjnlq `goeaq `spueljam jo laaj 001 uiglim uotje.ieda.id aliS •Q •aZ)Uulslp leluozl.ioq jo pa j'001 01 asl.i IeotI. OA Jaa j 01 paaoxa goigm sadols uo uoije.ieda.id alis 'D ❑ •ea.ie snon.�ijuoo Aue .io lao.ied Aue uiglim [el.IalL)w jo sp.iuA JignO OOZ uegj a.IoW SuIA10Aui Bulllij 10 u01jeAL'JX3 •glo❑ •aoej.ms puno.iB jo laaj a.ienbs 000`5 uegl a.iow spa j.je goigm puel jo Suiddisls jo Buipe.rB `fuiggnjS `Bui.iealD •v ❑ (A1 T1 '1ddV 1VHV )J3H3) ON 9MIMO'i'IOA MU 90 CNV 9A IOANa .LO' OUd SITU S 10Q ( .LIQ VDilddd 3HI kg 03133MOD 39 01 ) ZHHHS MHOM JLNZW99VNIVW H:llVMPiH0lS - 9£Z 2H1dVH3 A0Z s % AVW ploglno,y o umol �1 to, Tan xxoxnngx'aioxuios-pEoxu!rws6o£s 0 6LLi xO9'O'd-llVH NMOL GIOU OS JLIIIK\T�IIDVt\Z\VIV\\I HOSM11Hdns assn pooq APPLICANT. #, •- (Property Owner,Design Professions),Agent,Contractor,other) S CT® I om. bob CER 236 'S / Stormwater Management Control Plan CHECK LIST N E. (n � 19✓ section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application, Pnm i-'5-41k te: * The applicant must provide a Complete Explanation and/or Reason for not providing 9na �P„a5,n .. a a of all Information that has been Required by the following Checklistl 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST YE NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. RED C. Existing - Natural & Man Made Features within 500 L.F. D -SpECTIONS ARE U61I before of the Site Boundary as required by §236-1702). Conta 76%rarfification d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water Backfill,OK vroviur- code. e. Limits of Clearing & Area of Proposed Land Disturbance. that the drainage llab been installed f Existing & Proposed Contours of the Site (Minimum 2 Intervals) g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements& utilities. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. I. Location of proposed Swimming Pool and discharge ring. EROSION&SEDIMENT CONTROLS j. Location of proposed Soil Stockpile Area(s). but net be limited IQ* BUILDING k. Location of proposed Construction Entrance/Staging Area(s). We WN OF SOUTHOID I. Location of proposed concrete washout area(s). 0 Wire Backed M. Location of all proposed erosion&sediment control measures. Seeding of exposed andjay j, activeSOWS. 2. Stornnvater Management Control Plan must include Calculations showing that the stormwater improvements are sired to capture,store,and Infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: :a. Erosion & Sediment Controls. yj b. Construction Entrance & Site Access. 0 c Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d Leach ing Structures (e.g infiltration basins,swales,etc.) **** FOR ENGINEERIN SPAR NT USE ONLY **** Additional Information is Requited. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By: - — — — — — — — — — — — — — — — — — — — — — — — — ® Stormwater Management Control Plan is Complete. li Date: /q �� I SMCP has been approved by the Engineering Department. FORM " SW Check List -TOS MAY 2014 0f S, ryo Town Hall Annex � Telephone(631)765-1802 I 54375 Main Road P.O.Box 1179 • ��'� ro er. ert (631)7 5 Southold,MC 11971-0959 ly `` D69M[g . �ouhm, D ! 1 BUMDING DEPA RTMF T AUG 1 0 2017 TOWN OF SOUTHOLD , APPLICATION FOR ELECTRICAL INSPECTION $'DING DEPT. . TOWN OF SOUTHOLD REQUESTED BY: ✓,`/t✓ Q,(1?JC;,(� Date: U61 7 Company Name: L �. Name: (Y)�/e. &a,n License No.: 91 q4 — 55' Address: `(Yla -S Aj 117 v3 stG , 3 — g113 Phone No.: !� JOBSITE INFORMATION: (*Indicates required information) *Name: V e% i1 d ' rn-e., k l 1 a l *Address: Q a. wc *Cross Street: Ce�r 4o`N - 02w �Mmt/ *Phone No.: G `�1 — g — 7 -31$ Permit No.: �{ S Tax-Map District: 4000 Section: G�1 Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YE / NO Rough In Final *Do you need a Temp Certificate: YES O Temp,Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other CP *New Service: Re-conn �Undergrmo=6' Number of Meters Change of Service Overhead /O Additional Information: PAYMENT DUE WITH APPLICATION a,= 0,P — )'e 82=Request.for lnspect)on Form O Gv� g�fFO�� Town Hall Annex ��+� C�Gy__ Telephone(631)765-1802 54375 Main Road .� Fax(631)765-9502 P.O. Box 1179 gyp: 2 Southold, NY 11971-0959 BUILDING DEPARTMENT NO_T_ICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: S a a • �� Owner: AA 61t 1,Ito , Location of Property: F5 Sr Oa,k�wood- �%� �y Ic—' Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) "Signature: ff Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 IiIj _. i t {� i ,r 11 � GIN S i •,i 1 r.,� for— 'A Ate- .. -jyY•w'fY�fhR�l�hYr 1�A�Ih�• ! 'a J 1• re e Ll t i i ' h 1 s'i ./ VAO jo ! ` - 010 :r i � I f 6;;L .�--- � Y'' i -� ,. t �. � ' � �'' '��� ��� .� :� a. � ,� `� - •SF'' ! � �� \� 1 �� .� . i �� � � �� �' �.. � �# � :� � �� �� ► : J ._ _ � l f J. '.�l, ,r * r'. i . � '� •L � � � � � r: ��.. .+► -,...�,� -•-. i ... .� +. � -.:� ar k s *{ - .. ��, qta .� ,�. 1 �. �� • s v. k � � V �. _ k a LIM ma F - 40Mplo ,.�.. 1 i y� E j � r r r.a � p A� i a r. r r�J WOW 41* r ..J d4 rt � 4J _ .._. , r r s 5 l r � r •�- W140 e n3 5 , OIW 41 - OENERAC , --A R ..lammimm 41( 14 r M `.+,. � `r/ r• 't`g '�` I,Zrrt.' • '� �' .�; S. � 7 ;•,� — �. fir,� � w 4_ �r, { -. .-i'' � t g{.,d�' �. �.. tJ���' •�!fs�`.,p� .'�, ��1Tf,.. d r p b •�' *t - �'�r�' ..Y"'t� f y1, 7^./P -a. - -t�,�_-. , ,.•�A♦ r ,�, �� Iri1 1 } '+l� �� U'\�;"11��i.}tl�y•«�. �:,: �, ��..• f 11 . fi �•f,r•. �"` r � � S'" �i:� �. •�'�i �� r +' v�5y1� �� °R'��•r �JY`'�,er'�� � a T ^IN ICVlyyrr L-LAN I nIIVMGIV I ry T. G I nNr-n SURVEY OF PROPER HOUSE 1697 5Q.FT AREA WITHIN 300' OF WETLANDS = 13,780 5Q.FT EXI5TIN& PROP. COVERED PORCH • 59 5Q.FT HOU5E WITH ENTRY + G.E. = 1791 5Q.FT = 12.67 PROPOSED A T SO UTH0LD PROP. COVERED PATIO • 6 5Q.FT MA50NAKY PATIO = 692 5Q.FT 5% CELLAR ENTRANCEE 355 5Q.FT. i TOWN OF SO UTHOL., 2463 5Q.FT I 2483 X I X 0.17 = 422 CU.FT SUFFOLK COUNTY N ep DRIVEWAY • 2940 5Q.FT. 1000-90-04-21 2940 X O1 X 0.17 • 500 CU.FT W MSCALE: 1'20' 922 CU.FT x= FEBRUARY 6, 2007 LANE 922/42.2 = 22 VF MAY 3, 2007 (CER 77��PONS) i VLJANUARY 20 PROVIDE (8) DRY WELL5 64 X 3' DEEP ' S�A� OR EQUAL �\$o ,� bq ,` o y�r+ �� _ FEBRUARY 1, 2017 (REVISIONS) DRY WELL5 CONNECT TO HOU515 \r�tiF �� \b� / �x�x Y\ 09, FEBRUARY 17, 2017 (REVISIONS) WITH GUTTERS LEADERS \ F,EEN�x JUNE 15, 2017 (REVISIONS) DRY WELL-5 IN DRIVEWAY \� �2 Xis �{ \ *1ZONE AE WITH &RATE N, E 5 SNS z�. y\ \_ G \\� (EL. 6 feet) R 2 4 % o\ ` `i \ - F I? \ `fl 2 °� x5 \ �o� s���G \ lS� o� OA1 o- N�0 m GA WAS i 0.7' G`� �, —��\ \�o� ��ti\ \ G� \?'LQ Y Pte,$ FLOAT RE INiNG _ Z o y o� \ A y\ S LAUN �� Z \ OATINO DOCK Q�-, 24.2 t \ ��d o V1 V RAMP �E of \ P2° /-1\\._.'��z / �6e ZONE \,A' ppC �L13 QQ �-13 o v 0 REQ° ° V N TEST HOLE �r�E� ' i ,�%m u, � K i N DATA p° 00 \ / �. 5 /�c _,N�0 p.O100, � \^ v� I �\ Y \?` w 41 / \o X NGRE� I ��a N •'.I j ( f! T 6" TOP 501E �� / �� �3 /�P Y GG pSN rn / Zcn, l/ \,, -c j °1R0 Se 6�gLl�o�dsl �9 Y \ 1 ExG 50� 1 R SUP�a� / /�. / �� �'.L E�0 off\ — l�, I ?,,:0V,,� �A1£ o �--' 0� T G7;N� O ��7G \ \ O y \L LOAM \\�y / / .G 4 y�_ 3• ,-+�7D O. � 2 I/2' \ / oo. �y �� p,o/ -c 1 1 F ,L EROSION&SEDIMENT CONTROLS CM. _ / ,/• Shall include but not be limited to: 3' CLAY / \ / \ eE\/R\�E1 /. ./ A well maintained Construction Entrance ,�'_ � Wire Backed Silt Fencing,stabilization&SAND to ZcSeeding of exposed-and/or inactive soil, &RAVEL 1 \ \ UNIt 0 1 ;$ \g 8 WATER OC> ��. AGF, ,c 0. TMo vl ,�° WALL o APPROVAL OF STOR ATER ANAGEI --- E ¢ - MBER RE1 a8 51 �, COWROL P 8.511 Q T_ DRAINAGE INSPECTIONS ARE REQUIRED Date: / ow C C p r •STAKE p�R°��5INCE 51 contact Contact TOS Engineering at 765-1560 before Approved ■ -MONUMENT k\oFf��/�// NNti�Q� ��� 'I� Backfill, OR Provide Engineer's Certification that the drainage has been installed to Code. _SOF NE Y 0.5'S• ELEVATIONS ARE REFERNC,ED A TO NAVD 88 Off► I\ ,a�•,,,�� O� 1 'C np Gd 1<> CONTOURS 6Y T EA50N L.5. 5/3/06 CMF SEo uN s TYP I CAL ORYWELL FLOOD ZONE FROM FIRM 36103CO 0167H � 1d\ Op N (0p� � J ti6 PRov �` FEN ,`�1 FINISHED GRADE F . MAP EFFECTIVE DATE` 5EPTEM6EK 25, 2009 P S \ N NNC16 { y LOT NUMf5ER5 REFER TO MAP OF CEDAR f5EACH" oFRpM JUN 20 FILED IN THE 5UFFOLK COUNTY CLERKS OFFICE 9 2� '181:(�:, '<J ON DECEMf5EK 20, 1927 A5 FILE NO 90 NP E�M�Z4cSE W SRE Pte : ? W.M. INLET N° :. .:1 :.,:.: :.::;:.- . ', I (L!1 Noo P�o �N ... am S. LIC. NO. 18] 8'4 ANY ALTERATION OR ADDITION TO TH I5 SURVEY 15 A VIOLATION PECON/C SURVEYORS, P.C. 2'min. DRY WELLS OF 5ECTION 7209OF THE NEW YORK STATE EDUCATION LAW. T (631) 765-5020 FAX (631) 765- EXCEPT A5 PER SECT ION 7209-5Uf5D I V I510N 2. ALL CERT I F I GAT I ONS AREA-15,031 SO. I 1 . II ______ _ &ROUND-WATER ------ P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND GOPIE5 THEREOF ONLY IF TO TIE LINES SAID MAP OR COPIES DEAR THE IMPKE55ED SEAL OF THE SURVEYOR 1230 TRAVELER STREET I nr - \A/U/'1GC GI/AIATI IOC ACCC ACG UCO C/1A1 - /"/\/TTI//1I I"1 / \/ II/1'•f1 RAIN RUNOFF CONTAINMENT N.Y. D.E.C. HOUSE1617 SOFT.SOFT. ADJACENT AREA 1, SURVEY OF PROPERTY ARWITHIN 300' OF WETLAAI�5 - L3,780 549.FT EX/ TING PROP COVERED PORCH 51 50.FTHOI�. WITH ENTRY t C�F- f7-11 5Q.FT. (28Z' PR 0-leo PROP. COVERED PATIO6U 50.Fr UA50NARY P1770 692 5,9.FT. 5Z A T SOUTHOLD CELLAR ENTRANCE M SOFT. 248.3 3(P.Fr TOWN-11, OF SOUTHOLD 2483 X I X 0.25 • 621 CUV-7. SUFFOLK COUNTY, MY ORIVEWAY 2140 SOFT j > 1000-190-04-21 2140 X., 0.8 X O-Z - 588 CUFT. I 'SCALE• ls�=2001 12l')9 Curr FEBRUARY 6, 2007 1209/4222 - 29 VF MA Y Ji 2007 (CER 71FICA 71ONS) PROVIDE (5) ORYWELI-5 810 X 6' 09EP OR EQUAL A4VL Ira JANUARY 20, 2017 FEBRUARY 1, 2017 (REWSIONS) 019. FEBRUARY 17, 2017 (REVISIONS)ONS) Vol �F- ZONE AE s (EL.1 6 feet) 0- o 00 00 N 011 'y s BOAT o ov+ FLOAT AUNC DOCK FLOAVNG V R 2 ZONE \X Of OAF C) 0 K 10 jr A V // l ,p \\ \\.011-1,112.;\�1\1 /11 0 -A (: j ��p j` ` �� G.c� V i \ atC. I� �,P�R�P �/ASR S� �/ .T.���J��v 'L'nO j i � pR gE �p , 1 gk �d°� � � �L j -A/ ap c) V 4r. C), OUT 0 Tr S.TE 0 T* C) < X61. rol.1 CIl o./i j 5c; C-- rr\ yo / 0 NY S, ,.D E C \r- APPROVED AS' .,ER TERMS C AND'COND17nC NS OF'- P"IT 0 0� a, Of, OPI S ` ' 'S $ PR �p5� GEO N N 0- SO to- FEN Of HEV,, A=STAKE •� \� \ .2 slo \A -�s C)RK N=MONUMENT 50 2 - NTIP E LEVA 71ONS ARE REFERNCED TO NA VD 88 CONTOURS BY T EASON L.S. 513I06 FLOOD ZONE FROM FIRM J6103CO167H Map Effective Dote: Sept� ber 25, 2009 L 0 T NUMBERS REFER TO MAP OF CEDAR BEACH" FILED IN THE SUFFOLK COUNTY!CLEKS OFFICE Y.S. LIC. NO. 49618 ANY AL7ERA710N OR ADDITION TO THIS SURVEY IS A VIOLATION ON DECEMBER 120, 1927 AS FILE NO. 90. P CONIC SOR19YORS, P.C. OF SEC 77ON 7209OF THE NEW YORK S TA TE EDUCA 77ON LAW (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CER77FICA170NS IF HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY AFiEA=15P.O. B05( 909 7031 80. Fr. I SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF 77-IE SURVEYOR ME LINES, 1230 TRAVELER 1971TWHOSE SIGNATURE APPEARS HEREON TQ SOUTHOLD, No7— J !^ v 1 OLu DECORATIVE CUPOLA C MELILLO RE51DENCE lu (Orv�nj LLLGAF ARCH Q Z DETERMINED EDCTURALROOF SECOND FLOOD ADDITION SHINGLE,COLOR TO BE tu ° PRELIMINARY CON S CTION DRAWING I xe"FASCIA BOARD OR BID \ WITH NOSE B COVE O MOULDINGS WITHIN GABLES = L � \ \ SEAMLESS GUTTERS O � U _ CONTINUOUSLY AROUND; FADER LOCATIONS AS PER Q N \ \ - INSTALLER-LEADERS TO DRAIN Z -•—•—•— TO EXISTING DRYWELLS BUILD OUT GABLE WALL 4" LCA1 111 I.J Al O PROVIDE I x 10 FRIEZE BOARD z F w1 s A2 1- A2 I w/CROWN 4 DECORATIVE CC M11 HTG (� 0 a F3 as FM ICORBELS;ALIGN WITH TOP kHill I OF FASCIA ACROSS FRONT C=J N✓26410 N/26410 TW26 O 1W26410 z FASCIA VENTED BEADBOARD SOFFIT;HEIGHTS#DIMENSIONS AS SHOWN ON SECTIONSQ O _._. z W OLL� ULILLL DECORATIVE I"X 0 CORNER BOARDS O Q WALL BRACKETS -- - O ® PROVIDE�'X 4"CASINGS O ® w/CROWN PEDIMENT ON Ll N✓24310 TW24310 FRONT WALL FOR ALL WINDOWS fW TW26410 TW26410 TW26410 iW26410 N✓26A10 4 DOORS;WINDOWS TO RECEIVE El v HISTORIC SILL,ALL AREAS 30610 PRE-DIPPED MAIBEC SHAKES AROUND ALL AREAS,COLOR ......— LLU I A I TO BE DETERMINED BEVELED LAP 51DING ON WALLS NEW MASONRY FRONT PORCH �Jv WITHIN PORCH AND WHERE SHOWN N^ W ` wa PROPOSED FRONT (WEST) ELEVATION W N z �o SCALE: 11 6" _ '-O" U1 < e q U n AR a kw � `� 6 � _ tl ��, •P ' a a�^ Fe ?�`* ----\r'' \� _ r/) Hill I Irk UiiLLLIJ y ...: � �' W'.�ra'®•r^...." y,w..x c.®a'� . ate,.� ,� .i.., �0'.'�i � . r �.." 7� \ �� # : #� [�' �� j L 111111 111 1111 111 1 1 111111 111 LLI [Lujul I III III Lu 11 11 Hill 11 111111 11111 1 1111 11 11 11 11 Hill 11 1111 11 -1 1111 1111 11 1111 11 11 IT 11 1111 11 1 `, Imo'a•', .. .. m i ... ,y — - Z a _...m�.,a. .o-..«. ..,.....umrw.._....... .......a.wa. .., w.....i+:e � �t 5V2032 _ 20 Lu } ijUN H 1W26410 � �R Q Z rid - Lull LuMDING!3 'ti O EXISTING FRONT ELEVATION ` TOWNOF SO OL 0 NO SCALE TO PI—OTO -'r - D Q 77 NORTH ELEVATION �r - SCALE: 1 b" = P-0" UNAUTh'OR/ZED AL TERA TION OR ADDITION TO Th75 DRA WING AND RELA TED DOCUMENTS LSA VIOLA TION OFSEC. 7209 OF T//E N.Y.S.EDUCA TION LA W PRELIMINARY CONSTRUCTION DRAWINGS n Z FORBID O �W ara ~ O MIr �fir, r n Q N Z n � z lu lu � 'a'�e*.n..* �,•.nv..,,T�'�v«e.�..�w. t .!� " ., _ ,�6 a" .- i u lL UIn Q � N � L � O I 0 Z ]—Jill 11 ill 11 1111 1 O I LnO ® 2032 - :A n a TN210410 .. ! 00 w 1�O 111111111 Hill 11111111111111 111 1111 ILO � o z EXISTING WATE SID o 0 ® A2 , A2 1 E ELEVATION w 2032 11LILNO NO SCALE TO PHOTO TW26410 V�fl27G I UL 11111 11 lill 11 111111 1111 11 111111 111111 Jill 11 JIM till II III t� z � U w a; SOUTH ELEVATION — zo SCALE: 16" = I -O" M sH� �D o� n O - 11 w C8 �Tt 44 I IIIu 1 11 11 G2O -F IW 62 O 0611 -W060611 60611 0611 z IL Illill 11 Lm-u IFFI FWi601 �_:6 _f /YWL601 )FW�601 1 FWf601 TW210410 N✓210410 � � iW210410 TW210410 v iL Z i J o z � ® U m ,,�\ L Llz . L •� _":r G636 V l W N X2961 D21Q 29611 - 31611LLLLE-LL Q Z FWf291 / 211 /PWT29 /PWf31I[ W o p � \ 2868 I I ( Q WATER SIDE ELEVATION r SCALE: 16' = 1'-0" in UNAUTf10R/ZED AL TERA RON OR ADDITION TO Th/S D24 WING AND RELA TED DOCUMENTS/5 A VIOLA TION OF= 7209 OF TI-If N.Y.S.EDUCA TION LA W PRELIMINARY CONSTRUCTION DRAWINGS FOR BID p CL/ Lu — w ABOVE GRADE: N p O G" CONCRETE BLOCK USED AS g . n PEDESTAL BASE UNDER COLUMNS; Iq Q I z MASONRY VENEER� BLUESTONE CAP. FINISHED PEDESTALS TO BE P-G" 9" 9'-5" I O'-4" 10'-4" 10'-I" O Lu SQUARE w/LIP @ BLUESTONE CAP z Q lu -1 . .F . — .. .. . . — .. — .. — . . II EDGE Of PATIO Q)— p 14"O CONCRETESONOTUBE w/ a m N POURED FOOTING 2'-G"x2'-G"x P-0-'d. {c� p MASONRY PATIO 3'-0" BELOW GRADE UNDER COLUMN p �I I LOCATIONS AS SHOWN 4" POURED CONCRETE SLAB o >- 0' 0 ION COMPACTED FILL WITH I z W.W.M. G X G/ lox 10 O o: N GAUGE UM RE O 0 CcaLnO 3 I 0'_2^ G C9 Cn O 12"CONCRETE KETAIN�NG BRING FILL IN AS REQUIRED WALLS w/MASONRY SNEER; TO LEVEL GRADE UNDER NEW PORCH COLUMNS TO-51T ON PATIO; COMPACT ACCORDINGLY 12"P.C. CHEEK WALL; DIG L UT THRU CENTER�ALLOW �_q z'-T' BEFORE POURING SLAB, TYP. USE AS COLUMN BASE FOR EGRESS WIN DOW WELL EXISTING 66^ lo'-I"— w/PEA STONE BASE LADDER EXISTING CONCR TE LU WALLS FOOTIN tL r. ; FOR ACCESS TO TOP. .- - '\.'.. .,`yam•`.` O "'. REMAIN Q NEW EGRESS -ANDS EN CX 135 FIREPLACE o ^/ W/3-71" LVL HEADER ABOVE POURED CONCRETE ENTRY v FOOTING 4 STOOP; BLUESTONE SLAB " U w 14'-9" >l-:° - TOP $MASONRY VENEER „�.. I Y d UP EGRESS PROV. EPDXIED#4 STEEL EXISTING OUTSIDE FOUNDATION WALL LEGEND: REBAK VERT. @ 12"O.G. BILCO ENTRANCE INTO EXISTING FOUNDATION w TO REMAIN WALL t NEW WALL ABUTTINGz O EXISTING WALLS TO REMAIN I Q (TYPICAL ALL AREAS) I Q IL W - � 0 ° o 0000 Z NEW 8" POURED CONCRETE x x 1,- {_ LL FOUNDATION WALL I iv (j 0 0 Q — WITH 1'-4"X 8" FOOTING; c9 p z = N I OUTLINE OF OLD W 3'-0" BELOW GRADE EXISTING FINISHED ( wISUNKEN FLOOR AREA — BASEMENT REC ROOM z O Q Ju 0 J u'S U 'uS @� NEW 1 2"POURED CONCRETE TO REMAIN 'UNHEATEG>" I I Z �... Fo OUNDATION WALL W — — WITH I'-8"X8" FOOTING; I EXISTING GARAGE - EXISTING BASEMENT CO MIN. 3'-0" BELOW GRADE FOUNDATION 4: SLAB TO REMAIN EXISTING DROPPED GIRD I R I c.o. TO REMAIN Z t LALLY COLUMNS TO REMAIN R 5.D. O WC8 EXIS .ING FIREPLACE FOOTING- REM -VE FIREBOX t CHIMNEY UTILITIES /STORAGE x c.o. UP @ S BFLOOR; LEAVE CONCRETE UNHEATED, UNFINISHED c s.D. BAS WITHIN BASEMENT EXISTING STAIR� I WHERE GIRDER BEARS ON IT STRUCTURE TO REMAIN IIIF" `f'®lam 1 �,e z • N NEW 3 if, m LAZILY COLUMN z_ BURIED IN 24"x24 ING 0)P"xI2" POURED Q L 3 CONCRETE FO T . BOTH} w w ... = I P X I-- z N � III Nu- 00 7 = II 2" FOAM BOARD INSULATION z O N -iN w/W OD PANELING SHEET5 Z dU I TO RFMAIN ON FOUNDATION m PERIMETER WALLS AS SHOWN o z � ICLEX15TING WATER UTILITY c) NTERING HOUSE secrloN (� m secrloN MAIN I �' o z C Z D 4"POURED QONCRETE SLAB ON COMPACTED FILL WITH — W.W.M. G X / I OX 10 a L } GAUGE WIRE LuN � ALIGN n/ Lu 14'-1 1" 8'-2" 14'-1 1" - Q BRING FILL UP AS REQUIRED U TO LEVEL GRADE UNDER NEW �'1 PORCH; COMPACT ACCORDINGLY Z SECTION SECTION BEFORE POURING SLAB / /�' ` ��-�� • \� Q FOU N DATI N PLAN O SCALE: 4.. = r-0" UNAUTffOR/ZED AL TER4 TION OR ADDITION TO Tl115 DRAW MG AND RELATED DOCUMENTS 15 A VIOLATION OFSEC. 7209 OF TiYE N.Y.S.EDUCATION LAW PRELI M I NARY CONSTRUCTION DRAWINGS FOR BID C� U 62'_0" V O z Z CV 41'-8^ :� 0) Q 0 z U' Lu _ . - - - - . — .— . _ . 3-9z" LVL HEADERS-TREAT FOR � � EXTERIOR ELEMENTS WRAP FINISH u- 12"SQUARE PEP.MACAST O i- - COLUMN WITH RAISED PANEL = DETAIL AND CAP t BASE, N SITTING ON 18%q. x 24"tall MASONRY o o PEDESTAL w/BLUESTONE SLAB TOP COVERED MASONRY PATIO w (height taken from patio slab) I I'3"+/-CEILING HEIGHT 0 N w/BEADBOARD FINISH O N IZ Z E" SECTION 1— W B SECTION ly 00 w A p 12"SQUARE PERMACAST L 0 O oC w p , 24"CONCRETE KNEE o = c� O O COLUMN WITH RAISED PANEL cp p O � p WALL w/ MASONRY - DETAIL AND CAP t BASE, c9 - J FLIN VENEER BLUESTONE �, aU TO SIT ON WALLS AS SHOWN I ^Lu SVABTOP o i cel 3- 91" LVL HEADERS -TREAT FOREXISTING TERIOR ELEMENTS 4 WRAP FINISH 6'6" BILCO SECTIO DT DOWN NE ADOWN W0 FLUSH LANDING IL LANDING a FIREPLACE, BACK WALL LEGEND: I CONNECTOR WINDOW WELL " TO BACK I O 1) • � 0 EX15TING FRAME EXTERIOR WALLS, LI_! 2-741 L L HEADER RUNNING ALONG T° CLOSET SHEATHING TO REMAIN. PROVIDE NEW \ I LAN LNG,TYP. 1 SIDING CONTINUOUSLY AROUND OUTSIDE. \ 00000 VE EXISTING PLATE I D0 �� ° PAIR 4G,0" EXISTING INTERIOR STUD PARTITION TO REMAIN. p 8-10" telling O i BAR AREA BE ------ OUTLINE OF AREAS BEING REMOVED. - I - U i DETAILS TO BE � dEAO DETERMINED TAL W a =14- _u GREAT OOM 1 I WITHIN HERE NEW CONSTRUCTION: z EXISTING BATH 8'-10" ceiling I Z NEW CEILING OVERI z O i i I U 2 X 4 STUD FRAME EXTERIOR WALLS, - v I _ Lu Wy _ R-1 5 INSULATION, 8" PLYWOOD L O �� O BENCH EAT,STORAGE SHEATHING ON EXTERIOR, HOUSE WRAP —' - Q CUddYS UNDER, HOOKS ON 4,SIDING AS SELECTED; 2" GYPSUM BOARD O j -- -____ CZ __ WALLA OVE w/BEADBOARD ON INTERIOR SIDE �' w f-------------- --- - r HIGHS AWNING wlNDows �� [71 z 8'_101' cellln 8'-0"cslling i � ora^ 2"X 4" INTERIOR STUD PARTITION, b I i g i i iii z aU ; w 8 w/ I LAYER 2' GYPSUM BOARD ON EACH N N I I (Up SPL__ _J I l__--_— _ Z (� < �� I I 65. ---L------- -- om - --- - SIDE; USE M015TUKFIMOLD RESISTANT 3- 14"X 1 18" LVL DROPPED HEADER EXISTING II G ,n L--------------J 2068 2458 BOARD IN BATH 4 LAUNDRY AREAS $USE o0R n Q Q CEMENT BOARD ON ALL AREAS TO RECEIVE TILE - -—- - EXISTING N ( 40-SET -- o N U J w DOW O j --� \` N W 0� • ALL WINDOWS TO RECEIVE 2-7 z" LVL HEADERS ABOVE _ 0 i1' i \ WITH 4" MULLION BETWEEN ANY PAIR. NEW EXTERIOR o I — Q CLOSET UNDER � �� I DOORS TO HAVE 2-7 4' LVL HEADERS UNLESS z C.O. STAIR ~ U __�--------1� 068 [t' r— tl W a s.c7. _ \ I I I O r o OTHERWISE NOTED. O -\ I • WINDOW HEIGHTS ON FIRST FLOOR TO MATCH 6'-3" a WITH EXISTING. m _ Z EXISTING BEDROOM LL_ "' I w • ANDERSEN 400 SERIES PRE-FINISHED WHITE WINDOWS a Q - iso. 2- 14.' LVL HEADER, IF z 4; TO REMAINS AS CALLED OUT ON ELEVATIONS. - U w TON W JOISTS •LN61Ne O iaa LlGff _ __ 2568 �POGK-4'DOOR • NEW PRE-FINISHED WIDE PLANK OAK FLOORING 0 - m 5.z%v NT EDGE OF OPEN AREA AA OVE w THRU-OUT ALL AREAS UNLESS OTHERWISE NOTED. w - Q C.O.w • SPECIFIC BAR DETAILS TO BE DETERMINED z U z I I OPEN 6S.p. z EXISTING BEDRO M NEW CARRIAGE STYLE O BANISTER U CABINETRY AS DESIGNED BY CABINET COMPANY NEW CLOSET LOCATION z • GARAGE DOOR IN PLACE _ ACCESS TO BATHROOM — REMOVE EXISTING CABINETRY IN KITCHEN ACCORDINGLY � - OF EXISTING 8'-O"x7'-O" W --\ U O _ 2GG8 O TO ACCOMMODATE NEW WINDOW/DOOR PLACEMENTS. Z aU � co ~ 110 SQ.rT. 9.3%LIGM cv 2- 7 ' LVL HEADERS ILI UP cv z 5.2%VENT v z z U DOOR TO AVE WIT IN RAFTERS LANDING z J DECORATIVE WALL BRACKETS NEW LOCA ION T ' BEADED SOFFIT MATERIAL ^ CieI reran eReo 0) O 1 AS CEILING @ UNDERSIDE Ll19 OF JOISTS W � SECT N z in v ( - 4'-Il" C OUTLINE OF JOIST EDGE t RIM BOARD NEW COV RED ENTRY PORCH o CLOSET lo" O m — - - — BLUE ONE S B PORCH z EDGE OF ROOPLINE IA FLOO . WITHM SONRY VENEER; BEAD OARD C I LI N G = W 3 10"SQUARE PERMACA5T L _ N z COLUMN WITH RAISED PANEL - SECTION DETAIL AND CAP t.BASE 2-9z LVL HEADERS-TREAT FOR D/ D EXTERIOR fLEMENT5 WRAP FINISH W o 10-1011 SECTION SEC71 ON \ FI RST FLOOR FLAN SCALE: UNA LJF/OR/ZED AL TERA TION OR ADD/T/ON TO Til/S DPA WNG AND RELATED DOCUMENTS 15 A VIOLA TION OFSEC. 7209 OF ThE N..S s Litt eft 170N CA W PRELIMINARY CONSTRUCTION DRAWINGS FORBID Lu — w I O 41-8" z O N z_ 4"X 4"POSTS WITH BASE t CAP; w w 2"X 2"BALUSTERS CONTINUOUSLY U Q AROUND WITH CAP/BASE RAILS I U) o m DECK i 4"X G" DECKING OVER ROOFING MEMBRANE PROV. RUBBER I N Ln ROOF$SCUPPER DRAIN SYSTEM IN ALL AREAS = U O �N I (s) z bd ca 0 6z-a' O Ln o O 6,-6„ PROVIDE FLASHING OVER PROVIDE LEAD PAN SECT1oN I ROOFING MEMBRANE UNDER ALL DOORS D P-0" UP WALL t ROOF AREA 20-5" WALL LEGEND: a tn a-2" NEW CONSTRUCTION: C) O W 2"X 4"STUD FRAME EXTERIOR WALLS, O LL- EGRE55 NEW MASONR R-!5 INSULATION, 8' PLYWOOD-+-'JC) C) SHEATHING ON EXTERIOR, HOUSE WRAP z O FIREPLACE, BACK0 O z TO BACK t SIDING AS SELECTED; 2" GYPSUM BOARD C/ O > rn ON INTERIOR SIDE (L U 41--G •C.O. W ts.D. 2"X 4" INTERIOR STUD PARTITION, t w/ I LAYER 2" GYPSUM BOARD ON EACH SIDE; USE MOISTUKE/MOLD RESISTANT GREAT ROOM o BOARD IN BATH t- LAUNDRY AREAS 4: USE MASTER SUITE I - GEMENT BOARD ON ALL AREAS TO RECEIVE TILE RELOCATED FROM FIRST FLOOR ALL WINDOWS TO RECEIVE 2-7 2" LVL HEADERS ABOVE 30_ I WITH 4" MULLION BETWEEN ANY PAIR, NEW EXTERIOR zsaso.F. O z DOORS TO HAVE 2-7 4" LVL HEADERS UNLESS sz%VENT cX @ Q OTHERWISE NOTED. Z U m I 12'-2' HEIGHTS AS INDICATED ON SECTIONS. U z ° ! • ANDERSEN 400 SERIES PRE-FINISHED WHITE WINDOWS W a 3 O 1 o AS CALLED OUT ON ELEVATIONS. W m o C.O. 18-3" NEW PRE-FINISHED WIDE PLANK OAK FLOORING Z Z ^C.O. X 0 THKU-OUT ALL AREAS UNLESS OTHERWISE NOTED. Llts.D. N • SPECIFIC BUILT IN UNIT CABINETRY DETAILS TO BE DETERMINED _ STACKED LAUNDRY APPLIANCE. VENT DRYER TO OUTSIDE; N 2T0 °zoo 2468 N INSTALL VINYL PAN w/DRAIN t-CURB UNDER UNIT w 0 13-8, 0 5'-G" I DOWN z (� NuuI N MASTER BATHROOM NOTES: Q' E HALF WALL w/MARBLE • CUSTOM VANITY WITH MARBLE TOP; WALL MOUNTED 0 2668 MIRROR ABOVE . o TOP ON EITHER SIDE - 3068 O • CUSTOM SHOWER WITH VINYL PAN. ALL WALL SURFACES W OF VANITY 668 -' _ �-oot\— OPEN LIN OF 9'-O"HT_ CLOSETTO RECEIVE CEMENT BOARD PRIOR TO TILE/MARBLE INSTALL.INE OF 8'-O"HT. cV •Co. C.O. 2068 • FRAMELESS, TEMPERED GLASS SHOWER DOOR t-ENCLOSURE. t7'-0" MASTER BAT BANISTER I'-la • ALL FIXTURES * FAUCETS TO BE AS SELECTED BY niche — ^ POCKET 7'_g HOMEOWNER; SUPPLIED � INSTALLED BY PLUMBER. 9 RECESSED 6'-O" G'-O"WALL HT?w LAUNDRY . W / HANGLNG ALL MARBLE TII�TO BE SUPPLIED INSTALLED BY s WITHIN ROOF NE TUB ' U L 285Q.rr. CONTRACTOR; TILE MARBLE IS TO BE AS SELECTED BY OWNER. FORS HAMPO z 9.3%LIGHT 2'-0° I I OPEN TO ENTRY(BELOW CONTRACTOR TO PROVIDE INSTALL ALL BLOCKING AS REQUIRED SOAP,ETC. w 5.2%VENT BEDROOM • U p LANDING FOR TOWEL BARS, T.P. HOLDER, ETC. SUPPLIED BY OWNER. SECTION } - I I RELOCATED FROM N C OUT NE OF GARAGE r, — U WALLBELOW DRESSER ITND o FIRST FLOOR o — PIT I TILE FLOOR ON MUD OVER SUBFLOOR Z 14'-1 1° I I 2-9 " HLVL FLUSH HEADER U p TEn PCRED NGI G LEDGE z 7-3 112" 112- 9 2 L L FLUSH HEADER = I,_8, SECTION 2x 10 CJ lu z 2x I O CJsz C J TALL SHELF BENCH SEAT TALL SHE F p 5'-7 I/2" 5-7' Cl 05'-7 112" 'REINS @ I G' OG O OUTLINE OF JOIST EDGE 6 RIM BOARD UNIT UNDER WINDOWS UNIT Qp z _ — .. — ..— . .— EDGE OF ROOFLINE I 12 III O m 14'-3 112" X8 I D = lo14'-2" lD 15'-7" O 16'-I a'I 15'-7" y SECTION O } D 48'-9 U^L a IJ Z r Lu O SECTION SECTION p B A N SECOND FLOOK PLAN � SCALE: " = 1'-O" (lr- ��r Z l/NAUTIIOR/ZED AL TER4 T/ON OR ADDITION TO T-1/5 DRA W/NG AND RELA TED DOCUMENTS 45 A V10L4 T/0N OFSEC. 7209 OF T1-1E N.Y.S.EDUCA TION LSI W PRELIMINARY CONSTRUCTION DRAWINGS FOR BID C9 a/ � — W O Z 0 N Q o6 Z U' Z_ Q F— (n C L m O — O z N O o L In 00 c9 O ROOF NOTE: PROVIDE FLASHING s CRICKET GAF 30 year architectural asphalt AT CHIMNEY INTERSECTION roof shingle over entire roof area. o2 15# felt over 8" CDX Plywood 12 v oC v o; . sheathing with Ice t Weather Sheild O 10 N O N 12 a at all perimeters and valleys. L Q — � X � x — 101 x — IL N @ N N @� RUNOFF NOTE: O C) Gutters continuously around; Z Leader locations as per 0 14" LVL RIDGE Installer - all leaders drain to G" 0 PVC pipe to new drywells. (f) III) O RUNOFF CALCULATIONS: II 14" LVL RIDGE wl in 2007 x . I G7 x 7.5 g 2,5 13 allons II Requires (2) 8'-0" x 4'-0" rings (or equal) 0-(P. ALIL RAFTERS) Verify depth of existing 8'-0"0 rings currently in place at house for runoff �1 LVL HEAD CIL; I O O �� 12 NOTE: 12 . II10� DIMEN51ONS FOR OVERHANGS 10� °L W a x � \JPv AS INDICATED � 0 N - + II O LAMINATED PLYWOOD TO N io JP '� N - — EQUAL Il"w/RADIIU5 TO X �J� 12 N Z a Q N v���1 sH� ^ I 10 1 w a JP o� 0 V � Z N II LU O Ln '\ 2x 12 RR J W (�i > 8'-O"WALL PLATE w 12 ��v p � J HEIGHT 'x —� 2"X 8"R.R. 1 O G� Q N 0 12 aZ @ �� 12 - 10� 1 � O � 1 2 8'-0"WALL P TE I 0 � `� 10 -i 2"X 12" R.R o„ p o HEIGHT ° 1 2 01 J. @ 16' O. W W. o N ( 2"X 12" K.K. ` N N o„ 12 101 12 �s @TO 101 xI2- ° 2x12 RK N 1 2 ° @ G" O.G. 12 ° OUTLINE OF PORCH ROOF; STRUCTURE AS SHOWN ON 2nd FLOOR PIAN U 30 30 30 — . — . . z I'-5" RAFTER PLATE (� HEIGHT, SEE SECTION "C" Z o z � ROOF FRAME PLAN o z . SCALE: ' = 1'-O" o W � Q Z W o o 1) Z co 1.// UNAUTl70RIZED ALTERATION 09 ADDITION TO 7-/715 DRAWMN AND REZATED DOCUMENT515 A VIOLATION OF5EC. 7209 OF THE N.Y.5.EDUCATION LAW PRELIMINARY CONSTRUCTION DRAWINGS FOR BID p Lq 0Z Lu — w O PROVIDE EPDM MEMBRANE g - p UNDE, LAYMENT$SCUPPER Q c0 z DRAIN SYSTEM x� 4"X G DECKING 4"BEDMOULD z w r— I 11X 3"SLEEPERS Q � n co4"AC SHEATHING I"X 1 0"AZEK FASCIA; EXTEND " zBELOW FACE OF RIM DECK J015T5 p 1 L Ln PVC BEADBOARD — CEILING; MATERIAL TO I"x AZEK FREIZE BOARD U —BE CENTER BEADED WITH CROWN MOULDING BLIND VENTED 3 14" LVL RIDGE; O SIMPSON C520 Ln L o O CONNECTOR(TYP. ALL) C9 m — 12"SQUARE PERMACAST COLUMN WITH CAP +t BASE; PROV. ARCHITECTURAL ASPHALT SI MP ON CMST14 W/LTT 14 GAUGE G ROOFING WITH 15# FELT STRAPPING t, HOLDDOWNS \�01 OVER 4"CDX PLYWOOD @ WITH ICE $WEATHER SHEILD C) U COVERED PATIO AREA 2��-. @ PERIMETERS �VALLEYS Lu O LLO 2 �- z ORO _ z 2"X 8"C.T. 48"O.C. LAMINATED PLYWOOD TO W EQUAL 1z" w/RADIUS TO MATCH NEW WINDOW, @ 8"O.C. 2- C.B. THRU JOIST t RAFTER(TYPICAL BOTH ENDS) 2"X 10"C.J. @ 16"O.C. R-30 INSULATION SIMPSON H7 CONNECTOR o" FASCIA, BEADED SOFFITS w/ CONTINUOUS GROOVE VENT; ^� I"x4" FRIEZE BOARD w/CROWN. 0 U 2" GYPSUM BOARD,-' OVERHANG DIMENSIONS AS SHOWN W a TYPICAL ALL AF �EK \O� / 1 112 tiGl�tiF b LEAD COATED COPPER _Z Z lu 2-74"LVL HEADER F FLASHING OVER EPDM, 1-0" U 1--4 U M - m @ WINDOW DORMER UP WALL t OVER ROOF AREA rZ, LEDGE PROVIDE SIMP,SON,' �F DETAIL "AI' @ C51 G ST�PINU ON USE SIMPSON NU SERIES z DETAIL"A" N 2x4 CJ @ 1 6" OC �� OUTS19E�OF�TUDS CONNECTOR w/WEB STIFFENER Q 5i x6 DECKING OVER 2� FROIGI I FL FRAME @ JOISTS t FLU5N HEADER 4"PLYWOOD SUBFLO�R ROOFING MEMBRANE71 (� BEADBOAKD CEILING + „ SCALE: I" = I'-O" °" ��O ,TO 2nd FL FRAME 2 FASCIA, VENTED SOFFIT 14"TJI 1 10 FJ @ I G"OC I x4 FRIEZE 2x 10 ACQ DJ @ 16 OC x 08 _ PROV. H4 M 2- 92" LVL HEADER; CROWN OUTLINE OF LOWER FIRST FLOOR CEILING; CONNECTOR PLATE ABOVE. Ix AZEK MOULDI G 2- 14" LVL HEADER HIGHER IN GREAT ROOM SECTIONS SHOWN ON EACH SIDE Q C—) 2x 10 ACQ LEDGER BOLTED 3- 9z" LVL HEADERS; TREAT w 2- 7�" LVL ABOVE EXISTING I O"SQ. PERMACAST DOUBLE PLATE w/NEW 2x4 "COED ORLOK"USE SCREWSME wl 5@ 16"OC FOR EXTERIOR ELEMENTS COLUMN ENTRY � GREAT ROOM b t.WRAP FINISH PLATE ABOVE; RUN FULL HANG D.J. FROM LEDGER w/ m LENGTH OF BACK LL WHERE � WASIMPSON LU 28 CONNECTOR " EXISTING CATHEDRAL IS. m BLUESTONE SLAB PORCH FLOOR NEW JOISTS TO SIT ABOVE - U 24"CONCRETE KNEE z 1 2"SQUARE PEKMACA5T WALL w/ MASONRY 4" POURED CONCRETE 51AB COLUMN WITH CAP t BASE; PROV. ON COMPACTED FILL WITH VENEER�BLUESTONE SIMPSON CMST 14 W/LTT 14 GAUGE z EXISTING SUBFLOOR SLAB TOP F— W.W.M. 6 X 6/ 10 X 10 STRAPPING HOLDDOWNS EXISTING F.J. GAUGE WIRE N N 18"SQUARE PEDESTAL BASE. (j CONSTRUCT wl G" CONCRETE z MASONRY VENEER; r\`r BLOCK+I:APPLY MASONRY Q �rr\r BASMENT NEW MASONRY PATIO MATERIAL TO BE DETERMINED >j VENEER FINISH; BLUESTONE U m EXISTING STRUCTURE -FOUNDATION o SLAB TOP @ 2'-0"ABOVE PATIO z CD WALLS, FRAME WALLS, FOOTINGS, GIRDERS, m 8" POURED CONCRETE COLUMNS, 4 SLAB TO REMAIN 14" 0 CONCRETE SONOTUBE w/ (n FOUNDATION WALL Wl ,., ;:„ W 3 P-4"X 8"d. FTG.; PROV. UNLESS OTHERWISE NOTED POURED FOOTING 2'-G"x2'-6"x I'-0"d. 2-#4 REBAR IN FOOTING C) z (TYPICAL ALL AREAS) 3'-0" BELOW GRADE UNDER COLUMN LOCATIONS AS SHOWN W BRING FILL UP AS REQUIRED uj TO LEVEL GRADE UNDER NEW PORCH; COMPACT ACCORDINGLY I) BEFORE POURING SLAB }- nr �; z BUILDING SECTION "A" Y - -� SCALE: 4 = 1 '-O" UNAUTI IORIZED ALTERATION ORADDITION TO TI-115 DR4W/NG AND RELATED DOCUMENTS 15A VIOLATION OFSEC. 7209 OF THEN Y.S.EDUCATION LAW GENERAL WIND PROTECTION CONNECTION NOTES PRELIMINARY CONSTRUCTION DRAWINGS Adapted from Standard for Hurricane Resistant Residential Construction; SSTD FORBID o Lq OZ 10-93 and 2001 SBC High Wind Edition Wood Frame Construction w 0 O Fasteners and Connectors for Wood Frame Construction z 0 c� I . A continuous load path between footings, foundations walls, floors, studs and z roof framing shall be provided. LU z 2. Approved connectors, anchors and other fastening devices not Included in the Standard Building Code, Table 2306. I shall be Installed in accordance with Q ~o� m manufacturer's recommendations. o 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the r weather or subject to salt corrosion in costal areas, shall be stainless steel or hot dipped galvanized. 0G' m 4. Where windows and doors interrupt wood structural panel sheathing and @ U _ siding, framing anchors or connectors shall be provided at the top and bottom ��-' ? o N of cripple studs, header studs, and at least one stud at each side of opening. �2 5. Ridge straps shall be attached to each pair of opposing rafters except where 12 collar ties of I xG or 2x4 lumber Is located in upper third of attic space and — — 12 L O o O attach to each pair of rafters. 101 — 2"X 8"C.T. 48"O.C. _ 10 `o p G. Uplift connectors shall be provided at each rafter bearing. 7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' 12 of exterior corners. 2-z" C.B. THRU JOIST it RAFTER(TYPICAL BOTH ENDS) 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the 30 O foundation with anchor bolts having a min. bolt diameter of 5/8" and 3"x 3"x 2-3 2"X 10" C.J. @ I G" O.C. R-30 INSULATION W C) 1/8" washers. A minimum of one anchor bolt shall be provided within G to 12 NEW 2"X 4"STUD FRAME WALLS 11 J inches of each end of each plate. Anchor bolts shall have a minimum embedment I G" O.G. w/R-1 5 INSULATION 0 Q of 7 inches In concrete/masonry foundations. Anchor bolts shall be located 8"CDX PLYWD. SHEATHING Q- z within 12 inches of corners and at spacing not exceeding 4 feet on center. w/'TYVEK' HOUSE WRAP; MAIBEC � �\ 2- 7a' LVL HEADER ABOVE 0 0 SHAKES AROUND ALL AREAS UNITS t,TRANSOMS; {L U PROVIDE C520 STRAPPING LU DESIGN LOAD CALCULATIONS buih-�n unit: E 2"X 10"ACQ I EDGER BOLTED `sk�lves,doors,storage, g TO HOUSE FRAME WITH 5" ' etc.`tp be ae�termmed E MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(Ibsf) "LEDGERLOK"SCREWS @ I G" O. EXTERIOR BALCONIES GO HANG PORCH RAFTERS FROM LE GER o oo area for o DECKS 40 WITH SIMP50N LSU2G HANGER `T lined PROVIDE SIMPSON 12 master �� i \` wood bi CSI 6 STRAPPING ATTICS WITIOUT STORAGE 30 5ANI5TER ALONG ATTICS WITI STORAGE x10 101 FLOOR EpE \`` ROOMS(O—HER THAN SLEEPING ROOMS) 40 PROVIDE SIMPSONAl CS I G STRAPPING SLEEP ING ROOMS 30 NEW 14"TJI 110 FJ @ I CRITERIA FDR CA-CULATION OF DEAD LOAD ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. ARCHITECTJRAL GRAPHIC STANDARDS U SNOW A GROUND SNOW LOAD 45 Ib5. a o M W ;) EXISTING 2"X 4"STUD ext5tine EXISTING KITCHEN CONCRETE WALL AROUND Z z edroo - SEISMIG WALLS #SHEATHING TO ALL 3 SIDES OF WELL; � o N DESIGN GA-EGORY g REMAIN. NEW MAIBEC SHAKES. iew o atdon r o MASONRY VENEER�BLUE O TO INTERIOR- NEW K-1 5 THSILL STONE CAP. COLUMNS WIND INSULATION z" DRYWALL S OWNSIT ON EON PLANITHER DE WHERE08EXISTING FLOOR�WIND SPEED 20 m h FE] STRUCTURE EXPOSURE CATEGORY 113 TO REMAIN EXISTING F.J. CONCRETE WALL AS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WINDOW WELL; PROV. WEATHERING SEVERE LADDER TO GRADE @ w w TR05T LINE DEPTH s'-o" NEW EGRESS WINDOW; EGRESS LOCATION TERMITE MODERATE TO HEAVY 3- 7q" LVL HEADER DECAY SLIGHT TO MODERATt EXISTING PARTIALLY FINISHED WINTER DESIGN TEMP. I I BASEMENT TO REMAIN ICE5HIELD UNDER- AS PER MANUFACTUR�R'5 CX 135 PEA STONE BASE LAYMENTREOUIRED SPECIFICATIONS/STATE CODE @WINDOW WELL z FLOOD HAZARDS TA13LE 8301 .6 1_______._____....... ...... - J ALLOWABLE DEFLECTION OF5TRUCTJRAL MEMEBERS STRUCTURAL MEMBER ALLOWABLE DEFLECTION EXISTING FOUNDATION (f) ly Rafters hsvin 51 es greater L/1,50 AND FOOTINGS TO z N than 3112 with no finished ceilin REMAIN O attached to rafters Interior wBUILDING 5 E CT I O N a Is E partitions H/180 z Floors la5tered ceilin 5 L/360 Iit o All other structural nemeber5 L/240 SCALE: q _ ! -O (� 3 Exterior walls with ploster or H/3 60 z stucco finish Exterior walls-wind loads with L/240 W o brittle finisher `p Exterior walls-wind load5with L/I 20 flexible firn5he5 LINAUT/ORIZL=D AL TERA T/ON OR ADDITION TO TI//S DRA WING AND RELA TED DOCUMENTS 15 A VIOLA T/ON OF5EC. 7209 OF T//E N.Y.S.EDUCA T/ON LA W PRELIMINARY CONSTRUCTION DRAWINGS FORBID p �p w — w ~ O z 0 N Lu c� z U Q >- p (f) p [ O � N t L � O Z N � 3 V' 14" LVL RIDGE; � o SI MPSON C520Ln ? p0 CONNECTOR(TYP. ALL) `p 14" LVL RID E .. 12 ARCHITECTURAL ASPHALT 10 ROOFING WITH 15# FELT 2x 12 RAFT RS ( I I I I OVER 4" CDX PLYWOOD �'� 12 1.. . I I II WITH ICE t WEATHER SHEILD I 0 2-2 C.B. THRU JOIST C)2- 9 2" LVL FADER � RAFTER(TYPICAL BOTH ENDS) 0 @ PERIMETERS �VALLEYS ''P. W J + SIMPSON H7 CONNECTOR � lL DOUBLE ETERS ON 0 O 2� 12 O EITHER SID OF DORMERSCO - VENTS VS R- 2 w/I S R-30 INSULATION O z 28CJ@ IG" O.C. �--�" 30 FASCIA, BEADED SOFFITS w/ � II 2"X I O" C.J. @ 16" O.C. CONTINUOUS GROOVE VENT; Co I"x4" FRIEZE BOARD w/CROWN. LLl OVERHANG DIMENSIONS AS SHOWN (� ® 2- 74' LVL HEADER ABOVE tu N w/C520 STRAPPING 2'X 4"STUD FRAMEI o111E R-301NSUTATION BATH k NTED BAFFLES WALL @ DORMER' I o �g o Q O w/K-15 INSULATION VE RELOCATED BEDROOM z II Iz NEW 2"X 4"STUD FRAME WALLS U Fu o @ I G"O.C. w/R-1 5 INSULATION OUTLINE OF RAFTER IA z t CDX PLYWD. SHEATHING ~ INTERSECTION ON FRA E I w/'TYVEK' HOUSE WRAP; MAIBEC Z U OF DORMER WALL v, SHAKES AROUND ALL AREAS OU W I _ NEW 14"TJI 110 w FJ I G"OC C51 G FLOOR TO z Z R-30 INSULATION, FLOOR STRAPPING 1"PLYWOOD ON UNDER EXISTING CJ TO REMA N 14"TJI 1 10 FJ 2 @ I G"OC; DOUBLE SIDE OF JOISTS, VENTED \-2x4 PLATE AROUND ABOVE JOISTS UNDER WALLS 4. FINISHED w/BEADED RUNNING PARALLEL SOFFIT MATERIAL EXISTING CEILING Z iLLiLd NEW 2"X 4"STUD FRAME WALLS PERIMETER IN ALL AREAS e Z o 1 G" 0.C. w/R-15 INSULATION o NEW 2x4 STUD FRAME, EXISTING , 0 o EXISTING 2"X 4"STUD U �8" CDX PLYWD. SHEATHING ai EXTERIOR TO BECOME INTERIOR;CLOSET � WALLS it SHEATHING TO w w/'TYVEK' HOUSE WRAP; MAIBEC REMOVE SHEATHING t SIDING REMAIN, NEW MAIBEC SNAKES. fAP SIDING WITHIN PORCH AREA �t PROVIDE 2" DRYWALL TO INTERIOR- NEW R-1 5 x INSULATION t 2" DRYWALL ON AREAS C ALIGN FLOOR EXISTING BEDROO HEIGHTS AFFECTED BY CONSTRUCTION t EXISTING 10" FJ TO REMAIN 2"X G"ACQ SILL PLATE OVER TERMITE SHIELD NEW 2x I 0 F.J. OVER SILL SEAL; PROVIDE SIMPSON C520 EXISTING UNFINISHED z W/LPT4 CONNECTORS BASEMENT TO REMAIN _ 8' DIAMETER ANCHOR BOLTS 4" POURED CONCRETE (� W/7" MIN. DEPTH @ 48" O.C.w/ SLAB ON COMPACTED FILL Z MIN. 3"X35c8'WASHER @ PLATE Ln NEW 8" POURED CONCRETE () `0 Z In FOUNDATION WALL W/ O n I'-4"X 8" d. FTG.; PROV. 2-#4 REBAR IN FOOTING U 3'-0" BELOW GRADE z ^� y W, BUILDING SECTION LLCII NEW CONSTRUCTION o SCALE: co UNAUTHORIZED ALTERATION OR ADDITION TO Ti 15 OR4WNG AND RELATED DOCUMENTS 15 A VIOLATION OFSEC. 7209 OF TllE N.Y.S.EDUCATION LAW PRELIMINARY CONSTRUCTION DRAWINGS NAILING SCHEDULE FOR BID 1- 2001 513C HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL z 0 Ocv JOINT DESCRIPTION NAIL QUALITY NAIL SPACING ROOF FRAMING U z RAFTER TO TOP PLATE TOE NAILED 8'-O"WALL:3-8d PER RAFTER 10'-0"WALL:4-8d PER RAFTER Q ~ CEILING JOIST TO TOP PLATE TOE NAILED 8'-O"WALL:3-8d PERJ015T 1] 10'-0"WALL:4-8d PEP,J 05T CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAS' CEILING JOIST LAPS OVER PARTMON5 FACE NAILED SEE TABLE 3.7 EACH LAP COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE N N Ln BLOCKING TO RAFTER TOE NAILED 2-8d EACH END n RIM BOARD TO RAFTER END NAILED 2-1 Gd EACH END73 U _ N WALL FRAMING o Z TOP PLATE TO TOP PLATE FACE NAILED 2-1 Gd PER FOOT 14" LVL RIDGE; TOP PLATES AT INTERSECTIONS FACE NAILED 4-1 Gd JOINTS-EACH SIDE SIMPSON C520 57UD TO STUD FACE NAILED 2-1 Gd 24"O/C CONNECTOR O HEADER TO HEADER FACE NAILED I Gd I G"O/C ALONG EDGES t9 TOP 02 BOTTOM PLATE TO STUD END NAILED 2-1 Gd PCR 2X4 STUD �O 3-1 Gd PER 2XG STUD 12 10 4-1 Gd PER 2X8 STUD I W BOTTOM PLATE TO FLOOR JOIST, (50 BANDJOI5T, END JOIST, OR BLOCKING FACE NAILED 2-1 Gd '- PER FOOT �� 0 Q O FLOOR FRAMING 2+�2 2x 10 RIDGE w/ � O J015T TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4-8d PER J015T 2- 9z" G52 CON ECTO LVL HEADER 2x8 RAFTERS 2x8 CJ D_O o" BRIDGING TO JOIST TOE NAILED 2-8d EACH END BLOCKING TO J015T TOE NAILED 2-8d EACH END -22 @ I G" O.C.; BOLT THRU o O 2"X 10"C.J. @ I G"O.C. t K-30 INSULATION w/ 2-2"G.B. BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-1 Gd EACH BLOCK (� U LEDGER STRIP TO BEAM FACE NAILED 3-1 Gd EACH J015T FASCIA, BEADED SOFFITS w/ LU JOIST ON LEDGER TO BEAM TOE NAILED 3-8d PERJ015T CONTINUOUS GROOVE VENT; BAND J015T TO J015T END NAILED 3-1 Gd PER JOIST I"x4" FRIEZE BOARD w/CROWN. 6, BAND JOIST TO-91LL OR TOP PLATE TOE NAILED 2-I Gd PER FOOT OVERHANG DIMENSIONS AS SHOWN RELOCATED MASTER Q 6„ x 4"STUD FRAME ROOF SHEATHING 2-74E" LVL HEADER ABOVE , w/C520 STRAPPING b EXTERIOR WALL @DORMER STRUCTURAL PANELS BATH w/R-15 INSULATION mZ v" 4'PLRIMTEK EDGE ZONE=- I G"O/C -6"AT PANEL EDGES ' FU 8d AND AT INTERMEDIATE 5UPPORTS IN THE PANEL FIELD NEW 2"X 4"STUD FRAME WALLS ` @ I G"O.G. w/ R-1 5 INSULATION ,'2x4 INTERIOR � � 3 0 INTERIOR ZONE- I G"O/C-G"AT PAN=L EDGES AND 12"AT SIMPSON H7 CONNECTOR 8"CDX PLYWD. SHEATHING 2x6 ON PLAT R Z 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD / STUD PARTITIONS U ,�� ,'� � - FOROOF SHEATHING WITHIN 4'-0"O;THC FERIMCTER O EDGE OF THE ROT, INCLUDING 4'-0"ON EACH SIDE OF THE ROOF RIMw/'TYVEK' HOUSE WRAP; MAIBEC 2E OVER PEAK,THE 4'-0"PE ETER W a EDGE ZONE ATTACHMENT REQUIREMENT5 SHALL BC SHAKES AROUND ALL AREAS USED. �/ JOISTS it SUBFLOOK ' CSI 6 FLOOR TO K 30 INSULATION 1e NEW 14"TJI I 1 O FJ @ I G" OC s° CEILING SHEATHING 0 FLOOR STRAPPING - A&N EZE B � GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ I O"FIELD MOULDING E ' M ,' 8" FIRE RATED DRYWALL ON CEILING THRU-OUT GARAGE '-G 1/2" W WALL SHEATHING ��� a F12" , R- O INSULATION, STRUCTURAL PANELS 8d 4'EDGE ZONE- 16 O/C-G"AT PANEL EDGES AND AT 3- 1 1�Z' LVL DROPPED GIRDER CANTILEVER JOISTS OVER Q' O o INTERMEDIATE SUPPORTS IN THE PANEL FIELD FRONT WALL OF GARAGE; 2" L OOD ON UNDER PROVIDE CONTINUOUS SI DE OF JOISTS, VENTED (� Sd INTERIOR ZONE- I G"O/C-G"AT PANEL EDGE5 AND 12"AT FINI HED w/BEADED INTERMEDIATE 5UPPOFT5 IN THE PANEL FIELD SOLID BLOCKING W 4,8„ 501'FT MATERIAL FIBERBOARD PANELS 7/1 G" Gd 3"EDGE/G"FIELD DECORATIVE WALL 25/32" 8d 3"EDGE/G"FIELD GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ I C"FIELD EXISTING GARAGE BFAC<ET ,„«> ry 8d 4' EDGE ZO'V`_- I G”O/C- G"AT PANEL EDGES AND 1 2"AT HARDBOARD INTERMEDIATE SUPPORT5 IN THE PANEL FIELD W 8d INTEF!OR ZONE- I G"O/C-G"AT PANEL EDGE5 AND 12"AT S' �e ®Lrv6,N8 INTERMEDIATE SUPPORTS IN THE PANEL FIELD FLOOR SHEATHING 5TRUCTUKAL PANELS- I"OK LE55 8d G'EDGE/ 1 2"FIELD rz ' Nailing requirements are based on wall sheathing nailed G inches O.G.at the panel edge. If wall sheathing is nailed 3 inckes O.G.at the panel edae to obtain higher rhea-capacities, naiimcJ requiremerts for structural members shall be doubled,o�alternate connectors,such as shear plates,shall be used to mairt„ain the z load path. inJ ' When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to I-I Gd nail per foot. 0 ' Corrosion resistant I I cjacje roofinq nails and 16 qacje staples are permitted,check IBC for additional reauiremerts. Z � BUILDING SECTION "D" ° m SCALE: 4" = 1'—O" (S) } Ill D z LU }- o y> � I) ,a;,`,is , •'- vV UNAJTIIOR/ZED ALTERATION OR ADDITION TO TI-115 DRAWAIG AND RELATED DOCUMENTS/S A VIOLATION OFSEC. 7209 OF THE N.Y.S. EDUCATION LAW 1 N � Z0 Lu _ OL DECORATIVE CUPOLA F=_71 Q O O _j Z to in Z R°°F SEGO N D FLOO z DETERMINED COLOR TO BE R ADDITION I TION w tu zz o � om i" VX 8'FA50A BOARD W rN N05E#COVE MOULDINGS WITHIN GABLES SEAMLESS GUTTERS - 1, ;1 " :., d x ' >` U _ / CONTINUOUSLY AROUND: /` _ .. .• j ,r• + to LEADER LOCATIONS AS PER f IN5TAUEP.-LEADERS TO DRAIN u TO D05TING DRYWELLSV L1 / BUILD OUT GABLE WALL 4' 1 1 PROVIDE I x 10 FRIEZE BOARDCID Z 215 ®� Kd CROWN#DECORATIVE CORBELS:ALIGN WITH TOP O s I - OF FASCIA ACRO55 FRONT " ,_f - ■<rT ��i�� y f ' ~._"i iii i N d e a — YW26410 1M2641011 Fil YN2 0 TN26410 11 ay " ' * } L ►., Z FA50A#VENTED BEADBOARD O HEIGM5#DIMENSIONS rro w `" � "-�• �.�• AS SHOWN ON SECnON` w 3 c "ten'"" «. mow„.. 0 lu ` � O DECORATIVE I•X G"CORNER BOARDS eek,, WALL BRACKETS ® -� V z FRONT WALL FOR ALL WINDOWS PROVIDE�'X 4'CASINGS �; e ! w O u Tfl 4CROWN PEDIMENTON . ' �. �.:. .�_,... iL 4310 ❑ 4310 U iv,264ro H rwz6410 iwz6410 ix2s4ro 1krr6410 #DOORS:WINDOWS TO RECEIVE HLSTORICSILL,ALL ARFAS EXISTING FRONT ELEVATION I A3oclo PRE-DIPPED MABEC SHAKES I AROUND ALL AREAS'COLOR NO SCAM TO PHOTO TO BE DETERMINED BEVELED LAP SIDING ON WAL15 NEW MASONRY FRONT PORCH WTT111N PORCH AND WHERE SHOWN z 1�4 r' waV PROPOSED FRONT (WE5T) ELEVATION _ w rh 5CALE: r?- I'-9 ELECTRICAL COMPLY WITH ALL _ODES OF I'NC'PFCT10N REOUIRED NEW YORK STATE &TOWN CODES Z .4 AS REQUIRED AND CONDITIONS OF _ ,! W gj REScheck Soft%-,rare Version 4.6.3 �BAAPP � Z (Compliance Certificate _ � U DATE: B.P. r 'E SOiUTN�I.OTG.vNTRUST S \ _ w FEE: ° gid. � BY: � i NOTIFY BUILDING DcrAR7MEI�T NYS.04L1 11 U2 AT � - Pro eta t•1e1711C Res ale 765-1802 8 AM TO 4 PM FOR THE _rvT-,code zoxs rscc FOLLO'r"DING INSPErT!,'-?INS: Ltca":'r• Soufhold.trewrod& 1. FOUNDATION - TV-'"' RLQU'RED DRAIN;!GFINSPECT"^`l5/!' "�!IIRED ' � Single-family FOR POURED Cr.`;dCRE i E before AddiL;on r Contact TOS Engine 1 R' C"^a!Q„_rw s 05372 wool 2. ROUGH • FRAMING & PLUMBING Backfill, OR Provide in :iication — Cf,.m -BSc@ 3. INSULATION th2t the drzinage has...:en uis.aiied to Coda. 4. FINAL - CONSTRUCTION MUST BE COMPLETE P011 C.O. U CCr'`jCtio l`'e CONSTRUCTION SHALL MEET THE ' Z c�kwxC Cc EMENTS OF THE CODES OF NEW104lO cr`o'p rr• ' �� r"Y YORK STATE. NOT RESPONSIBLE FOR z DESIGN w; H R CONSTRUCTION ERRORS. — H C"r-y' w^^,+, ml.S�e.atr.Tt,...;,ds ++.,...,... .. 752 y s..a 7,1 �e•.�..+F 4.aa rte.-.-w' C;5 ((�� in ler.w.Ie+r•s aae to.ey,para•+•6e+�etL- W.^s�r rs-a"^cYcmr t+c+s...-e a b�-r3 am:ace-•alc-.�-.:x: �+' Ci R'..r' �A="'y�rce ss'er:v-Zo,a r,*,jr Z*ars_-2*Z,,V s s^,,-n'^ea+�:arse•r__q -- z to i0 �E-yento,e Assemblies OCCUPANCY OR loomZ . USE IS UNLAWFUL r-.:r+:WM :�:. A_-_� -lr:_ d S; is C C 0 C c.s -= WITHOUT t w � Y —:? �r� -� TOUT CERTIFIC. ; TN26410 o Z I92 r ,z �� OF OCCUPANCY - oC 0 wy c=j.I GIs" C alio- SE � S-f.: C z, _ € ,� r €rq cam:::-r•- .0 w co C C:5 5e d Car:6 I F rt c' n1s Cc-»�!it"•G!�'a-ersr+- ''?c c asar�r?�.i"!-c cee�ti d=srr�t++rc t-ere ca• -tet �_,`.�.� ...5 Si:E",'1:^:'•':tti 3!wav�_iq!i"Rz�$T°'-�!.j�!w!;.,,1"e....P, r..fi t="1'-`^`F':r1•r°2:.: .yta¢•wd^sr.-,a .. y. r,c_3:�'c4": I^ r PLUMBS CER ATION t3;'J LEA CONTENT BEFORE o� �E��' Q IJAI;+r . Matthew Sherman, PE 5 .l7.l7 CER77F/�ATE pF OCCUPANCY �P NORTH ELEVATION ti SOLDER USED IN(NATER SUPPL Y SYSTEM CANNOT 5cnf r?- I Cc) z w EXCEED X1.0 OF 1%'LEAD. 0835S'% ' TRUSS Ro.AC�`.R63.�:G CtCQUEB�E® A9oF-ESS10 AL! a VVASTE UNAUIHOR/ZED ALTt7 n0N OR ADDM0N 70 71115 DRAWING AND RELA7ED DOMW A WIOLA770N OF5EC, 7209 OF THEN.Y.5.EDUCA770N LAW 'fes *-rn TESTING.Bcr' COVES iG N � Z — remrre ., r vn .. •w d fi r! * .l� IV� O O O CM - _ > Z tn LLJZ >+ W Q in Z > Q tu tu `+ Y U Q �a CM — ,: q) 10 oZ o M� a m Lo 0 LU oL O O 0IL- Q �; Oo EXISTING WATERSIDE ELEVATION n w 032 NO 5CALE TO PHOTO (f) TW26410 276 1 ,3 I _ L I � V V - wa 50UTH ELEVATION z t� �j 5rALE: Pe 0 w C3 INGI 11 1 62 O rte-- 62 O Lt IWf601 -.` � J 1Wf601 PWf601 W✓(601 �. Twz10410 TW21o,10 _ TW210410 TW210410 \J in 11111 Hill 111111 1 z � O `O L tA I - Z . A:E �-G54 21 , 296 , ri --t- 161 1 Q Z PWf291 , I MIF29 d r%*"11 OC t ' 2C6B � IL I - 4EpF NEwY Q �Q W A, ,¢ Z �C�o _r , y W n WATER SIDE ELEVATION z w 2 SCALE: r? _ v-a 4 Q8358-% �oFESSl UNAUTHORIZED At MPARON OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF5EC. 7209 OF THE N.Y.5. EDUCARON LA W p — � Lu p ABOVE GRADE: 0 p . G" CONCRETE BLOCK USED AS g zL p PEDESTAL BASE UNDER COLUMNS; 41'-8" MASONRY VENEER* BLUESTONE CAP. Q m z FINISHED PEDESTALS TO BE I'-G" l0'-4" l0'-4" 10'-1" SQUARE w/ LIP @ BLUESTONE CAP z Q U-j . . . . . . . � - - J EDGE OF PATIO — . . . . . . F- c� Clm Fc O LI- - J L - - J L - - -J I - - J J - -I\— 14" 0CONCRETE SONOTUBEw/ POURED FOOTING 2'-G"x2'-G"x I'-O"d. L Ln MASONRY PATIO 3'-0" BELOW GRADE UNDER COLUMN Q I LOCATIONS AS SHOWN u- 4" POURED CONCRETE SLAB In c\j OZ OI ON COMPACTED FILL WITH W.W.M. G X G/ lox 10 Lu. GAUGE WIRE FIREPLACE FOOTING: O o a? - PROVIDE FIRE BOXES FLUES Ln (D FOR 4 LOCATIONS. SIZE m co cn p FOOTING AND CHIMNEY 10'-2" ACCORDINGLY, AS PER MASON 12" CONCRETE RETAINING _ B LL IN AS CODES P WALLS w/ MASONRY ENEER; O LEVEL GRADE UNDER NEW PORCH COLUMNS TO:SIT ON PATIO; COMPACT ACCORDINGLY 12" P.C. CHEEK WALL;WALLS. DIG OUT THRU CENTEIR ALLOWcz BEFORE POURING SLAB, TYP. USE AS COLUMN BASE I \. (( O -9" 2'_7" 6.6 O._1 FOR EGRESS WINDOW WELL \ � O w/ PEA STONE BASE*1EXISTING CONCR TE LL 1 �,..' . WALLS * FOOTINGCO LL - AROUND ACCESS TO TOP. 91 AROUND BILCO O O REMAIN n- Z ENCXI 5v FIREPLACENEW EGRESS - ANDE 5'-9" POURED CONCRETE ENTRY ;r FOOTING — o O UO Bw/3- 7 " LVL HEADER:ABOVE m r W4STOOP; BLUESTONE SLA TOP * MASONRY VENEER (n UP EGRESS PROV. EPDXIED#4 STEEL EXISTING OUTSIDE FOUNDATION WALL LEGEND: REBAR VERT. @ 12"O.C. f BILCO ENTRANCE INTO EXISTING FOUNDATION O TO REMAIN WALL t NEW WALL ABUTTING zLn EXISTING WALLS TO REMAIN � Q (TYPICAL ALL AREAS) - i u' : O < O � - O Opp U NEW 8" POURED CONCRETE X I N U Z u- w a FOUNDATION WALL U U O w N OUTLINE OF OLD - - WITH I -4 X 8 FOOTING; I O z _ (� z = EXISTING FINISIHED SUNKEN FLOOR AREA N I f- N °L z 3'-0 BELOW GRADE lD cn — >1 w U �� L — BASEMENT REC ROOM x z 0 < I wU Q TO REMAIN *UNHEATED* F' NEW 12" POURED CONCRETE FOUNDATION WALL EXISTING GARAGE W 'D -' EXISTING BASEMENT WITH 1'-8"X 8" FOOTING; I Z U1 ' MIN. 3'-0" BELOW GRADE FOUNDATION SLAB TO REMAIN TO REMAIN Z a EXIISTING DROPPED GIRD R c.0 LALLY COLUMNS TO REMAIN C5.D. '' O JIL EXIS•ING FIREPLACE FOOTING- REM VE FIREBOX t CHIMNEY UTILITIES/ STORAGE x i c.D. @ S BFLOOR; LEAVE CONCRETE Up - � 'S.D. UNHEATED, UNFINISHED BASE WITHIN BASEMENT EXISTING STAIR WHE E GIRDER BEARS ON IT � $ � � I I �` w STRUCTURE TO REMAIN ; NEW 3z' O LAI COLUMN z_ wBURIED IN 24"x24"x 12" POURED Q CONCRETE FOrTING (fYP. BOTH) X0 I L -J - 0 z z I ? W Lu 62'_0" (s) O N Z Z Ln 4 P-8" Q In Z U' — . — . — . — . — . — . — . . — . — . — . — . . — . — . — . . — . . — . — . — . — . — . Z_ Lu Q� UJ ED 3- 92" LVL HEADERS -TREAT FOR EXTERIOR ELEMENTS �WRAP FINISH 0 = 12 " SQUARE PERMACAST O �- un COLUMN WITH RAISED PANEL = N Lu F, DETAIL AND CAP +I: BASE, L LID D- SITTING ON 18"561. x 24"tall MASONRY p - PEDESTAL w/BLUESTONE SLAB TOP COVERED MASONRY PATIO U - z (height taken from patio slab) I I'-3" +/-CEILING HEIGHT } CV w/BEADBOARD FINISH Z (s) � iv = Z SECTION 0 1 W B SECTION O Q) Lu U A p 12" SQUARE PEKMACA5T L O s O Ln W p O 24" CONCRETE KNEE 0 COLUMN WITH RAISED PANEL 0 0 > D p WALL w/ MASONRY - DETAIL AND CAP* BASE, - -� 0 N VENEER* BLUESTONE cx aU TO 51T ON WALLS AS SHOWN 6j w SLAB TOP cu 3- 91" LVL HEADERS-TREAT FOR EXISTING XTERIOK ELEw1ENT5�WRAP FINISH 6'6" BILco OL SECTIO _ O DOWN NE DOWN 0 FLUSH LANDING FIREPLACE, BACK LANDING WALL LEGEND: m I CONNECTOR WINDOW WELL I TO BACK 0 C) D2 D3 D5 D3 W O O EXISTING FRAME EXTERIOR WALLS, SHEATHING TO REMAIN. PROVIDE NEW DIS °°° DO 6"TO T-0" 2- 74 L L HEADER RUNNING ALONG I closer (n SIDING CONTINUOUSLY AROUND OUTSIDE. o I O� / LAN ING,TYP. I VE EXISTING PLATE i 18'-O" I PAIR O I I 2068 EXISTING INTERIOR STUD PARTITION = U TO REMAIN. O L— .. —.. — .. = 8-I O celling p � i I � BAR AREA BEACH ENTRY ------ OUTLINE OF AREAS BEING REMOVED. I - U 1 i i DETAILS TO BE ro BEADBOARD,60" p4 O O DETERMINED -n' TALL ON WALLS H = I WITHIN HERE Lu _u GREAT ROOM I (, NEW CONSTRUCTION: �? Z EXISTING BATH 8f'-10" celling 1 _ NEW CEILING OVER I O io I Z 2"X 4" STUD FRAME EXTERIOR WALLS, z — O > W0.. L• , O I L—� — n BENCH EAT,STORAGE W R-15 INSULATION, 8" PLYWOOD ••— • • — ••—• •— •• •� � _ I I ��� � �F�\\ .� Q CUBE UNDER, HOOKS ON SHEATHING ON EXTERIOR, HOUSE WRAP It 51DING AS SELECTED; 2" GYPSUM BOARD 4[: _ J _____._f—u __ WALLA OVE w/BEADBOARD ON INTERIOR SIDE O° °' ❑, F--------------7--- - r r------� } HIGHS AWNING WINDOWS v t<m FRIDGE oq I Z IL I I O I I I I ----- Z a m 2"X 4" INTERIOR STUD PARTITION, q I i g zl 8 0 cellin z I W w z 8-10 cellin g - ~ I w/ I LAYER 2" GYPSUM BOARD ON EACH N , N I I rp CPL-- _ _J I �_---11 _ _ Z SIDE; USE MOISTURE/MOLD RESISTANT „ Z„ 1 I *5D. ---L------ ----d I< — BOARD IN BATH LAUNDRY AREAS� USE 3- 14 X 118 LVL DROPPED HEADER EXI5TING EXI5TI G � L--------------J �m 2068 — OOR in T 2468 ,_ O CEMENT BOARD ON ALL AREAS TO RECEIVE TILE ' — N \\ EXISTING � � �OSET �\ p � U 1 DOW I O O i 0\ w W o�3 • ALL WINDOWS TO RECEIVE 2- 7 2 LVL HEADERS ABOVE I - 0 \7r 1 x WITH 4" MULLION BETWEEN ANY PAIR. NEW EXTERIOR I CLOSET UNDER Q ;; 1 C.o. I STAIR ~ U -- --- ----1, DOORS TO HAVE 2- 7 4" LVL HEADERS UNLESS 5 p I 0682 Lu O -- -----, sN� OTHERWISE NOTED. - i L- -- 16 3 w \ \,,r i i O w w w • WINDOW HEIGHTS ON FIRST FLOOR TO MATCH 1 I WITH EXISTING. m _ z EXISTING BEDROOM L-- -- C.O. 2- 14.' LVL HEADER, FLUSH Z @� I J L • ANDERSEN 400 SERIES PRE-FINISHED WHITE WINDOWS $ � Q � TO REMAIN 45.D. DOOR • 6xC,�44 AS CALLED OUT ON ELEVATIONS. - U p > Ie450.Fr. _ : TON W JOISTS 2668 `POGCEYDOOR • 9.3%LIGHT NEW PRE-FINISHED WIDE PLANK OAK FLOORING p - m 5.2%V Nr � EDGE OF OPEN AREA A OVE THKU-OUT ALL AREAS UNLESS OTHERWISE NOTED. > _ Q w • SPECIFIC BAR DETAILS TO BE DETERMINED z ~ p Q I I O BANISTER CC PEN Q EXISTING BEDRO M wl U NEW CARRIAGE STYLE NEW CL05fT LOCATION CABINETRY AS DESIGNED BY CABINET COMPANY _ � � � Z • REMOVE EXISTING CABINETRY IN KITCHEN ACCORDINGLY GARAGE DOOR IN PLACE ; ACCESS TO BATHROOM — TO ACCOMMODATE NEW WINDOW/DOOR PLACEMENTS. OF EXISTING 8'-O"x7'-O" Lu L - u - 2668 -� Z U U � I1050.rT. W 9.3`fo LIGHT — • EXISTING 3 BEDROOM HOUSE TO BECOME c\ 2- 7t -.L HEADERS �� UP c� s.2%VENT v z DECORATIVE WALL BRACKETS U' WIT IN RAFTERS �1 LANDING z A 4 BEDROOM HOUSE. EXISTING SEPTIC SYSTEM Z 5- DOOR TO AVE U AS INSTALLED IN 1980 AS PER APPROVED HEALTH N NEW LOCA ION BEADED SOFFIT MATERIAL D6 c% I res ego SERVICES, REFERENCE # 9-50-38, TO REMAIN. 0 1D AS CEILING @UNDERSIDE w X 1— X ~ m OF JOISTS W 1 14 1 1" w N W W N 1 w to 5ECT N z OUTLINE Of JOIST EDGE RIM BOARD — NEW COV RED ENTRY;PORCH o cLosEr , _ o" O I_ . - . — . — . — . — . — . . — . F,777b I BLUE ONE5LABPORCH EDGE OF ROOFLINE w l w l W I FLOG , WITH M SONRY VENEER; BEAD OARD OILING N 10 SQUARE PERMACA5T — . N C) z COLUMN WITH RAISED PANEL3 SECTION DETAIL AND CAP BASE 2- 92" LVL'HEADERS -TREAT FOR w/ o D EXTERIOR CEMENTS WRAP FINISH W SECTION SECTION �co , ��.� B A p U z w Q I G-10" �7 h'Op SS10N� FI RST FLOOR PLAN SCALE: 4" = I ,-o,, 4 UNAUTHORIZED ALTER4TlON OR ADDITION TO 7-1-1I5 DRAWING AND RELATED DOCUMENTS 15 A VIOLAT/ON OF5EC. 7209 OF THE N.Y.5. EDUCATION LAW Lu p ~ N 4 I-8" Z Z Lr) p - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- nn - IL Q LCA Z z 4"X 4" POSTS WITH BASE*CAP; I -i w Q 2"X 2" BALUSTERS CONTINUOUSLUY Q ! - AROUND WITH CAPBA5E RAILS o cn o in i DECK 4"X G" DECKING OVER ROOFING MEMBRANE PROV. RUBBER I N tn ROOF*SCUPPER DRAIN SYSTEM IN ALL AREAS — � O Q 60_0" L 0 s O O PROVIDE FLASHING OVER PROVIDE LEAD PAN SECTION ROOfING MEMBRANE UNDER ALL DOORS D 1'-0" UP WALL ROOF AREA 20'-5" WALL LEGEND: OC o 10'-2" NEW CONOSTRUCTION: p O W w I w DI D I D I D I w I w 2"X 4" STUD FRAM E EXTERIOR WALLS, O LL- EGRE55 -= 3" CLOSED CELL SPRAY FOAM INSULATION, p o NEWMASONR �" PLYWOOD SHEATHING ON EXTERIOR, HOU5E Z O FIREPLACE, BACK 8 O O Z TO BACK ON * SIDING A5 SELECTED; 2" GYPSUM BOARD p[ O > m ON INTERIOR SIDE IL. W 4 I'-G" .c.o. 5"1). 2"X 4" INTERIOR STUD PARTITION, � w I w/ I LAYER 2" GYPSUM BOARD ON EACH SIDE; USE MOISTUKE/MOLD RESISTANT N BOARD IN BATH � LAUNDRY AREAS � USE GREAT ROOM i a MASTER SUITE CEMENT BOARD ON ALL AREAS TO RECEIVE TILE ° RELOCATED FROM m FIRST FLOOR p o}c ALL WINDOWS TO RECEIVE 2- 7 2" LVL HEADERS ABOVE _ I WITH 4" MULLION BETWEEN ANY PAIR. NEW EXTERIOR 2545Q.1T. O Z DOORS TO HAVE 2- 7 4" LVL HEADERS UNLESS 9.3%LIGFIT N m OTHERWISE NOTED. U s.2%VENT I I L 12'-2" • HEIGHTS AS INDICATED ON SECTIONS. w a z • ANDERSEN 400 SERIES PRE-FINISHED WHITE WINDOWS W U J v 0 A5 CALLED OUT ON ELEVATIONS. n �p co. • NEW PRE-FINISHED WIDE PLANK OAK FLOORING �+ a o C.O. : ! O — 45.D. 8 31I U TI. Z HKU-OUT ALL AREAS UNLESS OTHERWISE NOTED. w cs.o. N U 0 . SPECIFIC BUILT IN UNIT CABINETRY DETAILS TO BE DETERMINED i\ 27'-0" 2468 • STACKED LAUNDRY APPLIANCE. VENT DRYER TO OUTSIDE; w 5 sP. o 0 N W INSTALL VINYL PAN w/ DRAIN *CURB UNDER UNIT '� z a 13'-8" 5'-G" DOWN O V ) N F n ( N MASTER BATHROOM NOTES: Q; F—y N HALF WALL w/MARBLE 0 CUSTOM VANITY WITH MARBLE TOP; WALL MOUNTED � O o O TOP ON EITHER SIDE = U I ( 2GG8 MIRROR ABOVE . 0/ U OF VANITY GG8 3068 O • CUSTOM SHOWER WITH VINYL PAN. ALL WALL SURFACES w ce L� OF 9'-0"HT. O U CLOSET 7 /I _ TO RECEIVE GEMENT BOARD PRIOR TO TILE/MARBLE INSTALL. xi LINE OF 8'-0"H x c.0. 2- 118" LVL HEADER FLUSH U1 N N ss.o. TO CEILING; UPSET TO ATTIC. ASD 2068 FRAMELESS, TEMPERED GLA55 SHOWER DOOR* ENCLOSURE. • ONI(?nS I MASTER BAT °0 N • — , HANG CEILING BEAMS w/TECO I I'-lo"— . ALL FIXTURES * FAUCETS TO BE A5 SELECTED BY N� niche :J - o POCKET �7 - HOMEOWNER; SUPPLIED INSTALLED BY PLUMBER. 1 11 6'-0"WALL HW.w OPEN BANISTER y ; RECESSED _ LAUNDRY HAN ING • ALL MARBLE TILE TO BE SUPPLIED INSTALLED BY s U� WITHIN ROOF INE TUBF--L, 0 1255Q.Ff. CONTRACTOR; TILE � MARBLE 15 TO BE AS SELECTED BY OWNER. SNGIN64 FOR SHAMPO , +-Z-O' z I OPEN TO ENTRYIBELOW 5.2%VENT SOAP, ETC. I Iw N 5.2%VENT BEDROOM • CONTRACTOR TO PROVIDE t INSTALL ALL BLOCKING AS REQUIRED U p LANDING RELOCATED FROMFOR TOWEL BARS, T.P. HOLDER, ETC. SUPPLIED BY OWNER. SECTION OUT INE OF GARAGE FIRST FLOORbUWAL BELOW PITDRESSER ISLAND - • TILE FLOOR ON MUD OVER 5UBFLOOP,14'_11" I I In w V TEMPERED H NGI G 2- 9 z LVL FLUSH HEADER w on 3'-4" W '-3 1/2" 3'-4" -2f---9,2" LVL FLUSH HEADER �, _ LEDGE W z_ 2X 10 CJ I W I'_8" SECTION 'f3 z 2x 10 CJ C ~I ,�, TALL SHELF BENCH SEAT TALL SH F 5'-7 1/2' W 5'-7" 5'-7 1/2" HELV S U @ I G" OC OUTLINE OF JOIST EDGE RIM BOARD - p[ Z uJ UNIT UNDER WINDOWS UNIT N w - `q` -. .- ..-. .- EDGE OF ROOFLINE I W I � W � I W W I O I mw I 12 II N aU 14'-3 1/2" O �... 1101 .. 14'_2" z u 15'-7" 1,G'-10" 15'-7" U1 y SECTION rn v 1 } Lu p z L.L � O W s SECTION SECTION p SECOND FLOOR PLANp �f NEty Y U JAtt�� SCALE: 4" = 1 '-0" ,� Q uj r- E' O 1; uj 08358x',, UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC 7209 OF THF N.Y.S. EDUCATION LAW t\ o - � w �~ N Z OZ in p IL Q n Z Z_ W W Q F-- Ln n cm � U - Ln o N b in Q Q0 0 PROVIDE FLASHING CRICKET ROOF NOTE: AT CHIMNEY INTERSECTION GAF 30 year architectural asphalt roof shingle over entire roof area. B2 15# felt over g" CDX Plywood °L 0 1� . sheathing with Ice * Weather 5heild I O N N 12 N at all perimeters and valleys. LU O x - x - 101 x - W N Ud Cm NRUNOFF U NOTE: 0 LL_ 1) Gutters continuously around; z 14" LVL RIDGE Leader locations as per 0 installer - all leaders drain to LU (I II0o � 6" �d PVC pipe to new drywelis. � RUNOFF CALCULATIONS: II II 14 LVL. RIDGE w/ 2007 x . 167 x 7.5 = 2,5 13 gallons Requires (2) 6-0" x 4'-0" rings (or equal) (TYP. ALL RAFTERS) Verify depth of existing 8'-O"O rings �1 LVL HE currently in place at house for runoff d 71� Z 02\q N O o �� 12 NOTE: 12 U 101 DIMENSIONS FOR OVERHANGS 101x 0 Uv °q LAMINATED PLWO)OD TO ao � - U EQUAL 11" w/ RADIUS TO x J� 12 N aU �� 10 Fn10.,00 LU w NO 1110 0 I 3o x - o wU N 2x12 RR U LU 12 i1% Q O W �� J 8'-0"WALL PLATE w 4 12 2 X 8 R.R.101. 6' oC U NO HEIGHT x ,,, 1D16 12 j Z -, 1 2 co 10 8'-0" WALL P TE 101 J O Q - o" O L "X 12" R. •• HEIGHT N 10� 2R 12 i_o„ C ) o C) (n 2�X 12" R.R. _ cn N 1 2 101 @ `° w 14 12 lD (V � eNGIPb N 12 `_° 1 2 OUTLINE OF PORCH ROOF; *1 � �_° �12 N - STRUCTURE AS SHOWN ON 2nd FLOOR PLAN = U 30 30 . — . — . . — . . — . 30 z I'-5" RAFTER PLATE HEIGHT, SEE SECTION "C" z J ,n � O T ROOF FRAME PLAN o U � SCALE: 4" = I ,-o,, z^ . V / LU Q Z I� Q LU O pF Ne JA v LU LU �OPESS101�4 UNAUTHORIZED AL TERA RON 09 ADDITION TO 77115 DRAWING AND RELATED DOCUMENT5 15 A VIOLATION OF 5EC. 7209 OF THE N.Y.5. EDUCATION LAW D W Ir-- N ZOLu Z Ln p PROVIDE EPDM MEMBRANE g In — UNDERLAYMENT*SCUPPER � Q Ln z DRAIN SYSTEM C� 4"X G DECKING 4" BEDMOULD U-i J 'J 1 'X 3" SLEEPERS U Q } 4" AC SHEATHING I"X 10" AZEK FASCIA; EXTEND C) m 2" BELOW FACE OF RIM DECK JOISTS ((VVJJN L T � V! Q - PVC BEADBOARD CEILING; MATERIAL TO I"x AZEK FROZE BOARD N o } N BE CENTER BEADED WITH CROWN MOULDING 3 Z d BLIND VENTED O m 0 14" LVL RIDGE; Ln O 51MP50N C520 �o p CONNECTOR(TYP. ALL) 12" SQUARE PERMACA5T COLUMN WITH CAP � BASE; PROV. ARCHITECTURAL ASPHALT SIM ON CM5T 14 W/ LTT 14 GAUGE ROOFING WITH 15# FELT STRAPPING 4- HOLDDOWN5 O OVER 4" CDX PLYWOOD WITH ICE It WEATHER SHEILD C O °G @ PERIMETERS VALLEYS lU O COVERED PATIO AREA \2�� 0 to LL - COVERED _ — O 2"X 8" C.T. @ 48"O.C. LLJ _ LAMINATED PLYWOOD TO (n EQUAL I Z" w/ RADIUS TO MATCH NEW WINDOW, @ 8"O.C. 2-2" C.B. THRU JOIST RAFTER(TYPICAL BOTH ENDS) SIMPSON H7 CONNECTOR 2"X 10" C.J. @ I G"O.C. R-30 INSULATION FASCIA, BEADED SOFFITS w/ CONTINUOUS GROOVE VENT; Z I"x4" FRIEZE BOARD w/CROWN. R1 U 2"GYPSUM BOIAKD,'' OVERHANG DIMENSIONS AS SHOWN W a TYPICAL ALL A13E�'S / - G LEAD COATED COPPER = I `.F ►--� W m w2- 74.. LVL HEADER .'�'F� FLASHING OVER EPDM, I-O" L� r @ WINDOW DORMER OliF�sr�/l/ UP WALL OVER ROOF AREA 'Z s LEDGE ,' ,' `\ `G p W °z 0 PROVIDE 5IMP,30N,' USE 51MP5C%N HU SERIES 0 @� C51 G STWPIN O RAM N DETAIL A "All CONNECTOR w/WEB STIFFENER DETAIL A B ADBOARD CECKING OVER 41 OLING 2��� FR®IGT OFL FE @ JOISTS 4 FLUSH HEADER 4 PLYWOOD 5UB,, 60i, ROOFIDNG MEMBRANE O w C8 SCALE: 2" = I '-O" FASCIA, VENTED SOFFIT lo BYO 2x(d FL FRAME 2x 10 ACQ DJ @ I G" OC ,' ,' 14"TJ I I 10 FJ @ 16"OC I x4 FRIEZE _ PROV. H4 U) 2- 92" LVL HEADER; CROWN OUTLINE OF LOWER FIRST FLOOR CEILING; CONNECTOR PLATE ABOVE. I x AZEK MOULDI G 2- 14" LVL HEADER HIGHER IN GREAT ROOM SECTIONS SHOWN ON EACH SIDE 2- 71" LVL ABOVE EXISTING 2x I O ACQ LEDGER BOLTED a W 3- 9�2 LVL HEADERS; TREAT w 4 TO HOUSE FRAME w/5" FOR EXTERIOR ELEMENTS � 10" SQ. PEKMACA5T DOUBLE PLATE w/NEW 2x4 "LEDGERLOK' SCREWS @ I G"OC t WRAP FINISH COLUMN N h ENTRY GREAT ROOM PLATE ABOVE; RUN FULL HANG D.J. FROM LEDGER w/ - LENGTH OF BACK WALL WHERE 51MP50N LU25 CONNECTOR EXISTING CATHEDRAL 15. n BLUESTONE 5LA15 `0 NEW JOISTS TO 51T ABOVE - U PORCH FLOOZ R 24" CONCRETE KNEE 12" SQUARE PERMACA5T 4" POURED CONCRETE STAB WALL w/ MASONRY COLUMN WITH CAP * BASE; PROV. (6 ON COMPACTED FILL WITH ;r VENEER * BLUESTONE SIMPSON CMST 14 W/ LTT 14 GAUGE Z W.W.M. G X 6/ lox 10 EXISTING, SUBFLOOK SLAB TOP STRAPPING HOLDDOWNS GAUGE WIRE EXISTING F.J. - J 18" SQUARE PEDESTAL BASE. (J) \/ /\//\//// N N CONSTRUCT w/ G" CONCRETE Z u BLOCK* APPLY MASONRY 0 1� MASONRY VENEER; T� BASMENT NEW MA50NKY PATIO VENEER FINISH; BLUESTONE U m MATERIAL TO BE DETERMINEDEXISTING STRUCTURE- FOUNDATION o SLAB TOP @ 2'-0" ABOVE PATIO Z 1° 8" POURED CONCRETE WALLS, FRAME WALLS, FOOTINGS, GIRDERS, , COLUMNS, * SLAB TO REMAIN 14" O CONCRETE SONOTUBE w/ (n FOUNDATION WALL W/ UNLESS OTHERWISE NOTED \—I Lu 1'-4"X 8" d. FTG.; PROV. POURED FOOTING 2'-G"x2'-G"x P-0"d. Q z 2-#4 KEBAK IN FOOTING 3'-0" BELOW GRADE UNDER COLUMN % (7PICAL ALL AREAS) LOCATIONS AS SHOWN IL/ s 0 Lu BRING FILL UP AS REQUIRED TO LEVEL GRADE UNDER NEW PORCH; COMPACT ACCORDINGLY BEFORE POURING SLAB . 0 JANE S -� Z CO Z r- .k BUILDING SII itECTION A SCALE: 4" = r-0" AR©�ES510�� 7 UNA UTHOR/ZED AL TERA TION 09 ADDITION TO TH/5 DRA WING AND RELA TED DOCUMENTS/5 A VIOLATION OF 5EC. 7209 OF THE N.Y.5. EDUCATION LAW GENERAL WIND PROTECTION CONNECTION NOTES w O ~ N Adapted from Standard for Hurricane Resistant Residential Construction; SSTD z Oz 10-99 and 2015 SBC High Wind Edition Wood Frame Construction g Ln (s) - -fasteners and Connectors for Wood Frame Construction Q M z 1 . A continuous load path between footings, foundations walls, floors, studs and z roof framing shall be provided. w 2. Approved connectors, anchors and other fastening devices not included m o o m the Standard Building Code, Section 2306 of IBC shall be used in accordance with manufacturer's recommendations. _O 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the = N weather or subject to salt corrosion in costal areas, shall be stainless steel orOG j Ln hot dipped galvanized. 4. Where windows and doors interrupt wood structural panel sheathing and siding, framing anchors or connectors shall be provided at the top and bottom 0 of cripple studs, header studs, and at least one stud at each side of opening. in 12 12 O 5. Ridge straps shall be, attached to each pair of opposing rafters except where 10 — 2 — 0 00 collar ties of I xG or 2x4 lumber is located in upper third of attic space and _ 2 X 8 C.T. 48 O.C. _ �10 U in O attach to each pair of rafters. G. Uplift connectors shall be provided at each rafter bearing. 2- 1 18" LVL HEADER FLUSH 12 TO CEILING; UPSET TO ATTIC. J. 7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' HANG CEILING BEAMS w/TECO 2-z C.B. THRU JOIST of exterior corners. RAFTER(TYPICAL BOTH ENDS) w/ 30 O 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the 2"X 10" C.J. @ I G"O.C. R-30 INSULATION LLJ J foundation with anchor bolts having a min. bolt diameter of 5/8" and 3"x 3"x NEW 2"X 4"STUD FRAME WALLS LE- 1 L1/8" washers. A minimum of one anchor bolt shall be provided within G to 12 I G" O.C. w/ 3" CLOSED CELLS 0 inches of each end of each plate. Anchor bolts shall have a minimum embedment FOAM INSULATION +l:5' CDX PL z of 7 inches In concrete/ masonry foundations. Anchor bolts shall be located SHEATHING w/'TYVEK' HOUSE W P; ,�".� 2- 74" LVL HEADER ABOVE within 12 inches of corners and at spacing not exceeding 4 feet on center. MAIBEC SHAKES AROUND ALL AR A.9 ��� UNITS �TRANSOMS; LL U PROVIDE C520 STRAPPING W buiTtin unit: 2"X 10" ACQ LEDGER BOLTED �6hg1Ves,�oor5,storage, N CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TO HOUSE FRAME WITH 5" etc.`tQ be2lgtermmed GROUND SNOW LOAD 20 lbe "LEDGERLOK' SCREWS @ I G"O. � �� `. °3 BASIC WINDf'EEC) t 8L)mph HANG PORCH RAFTERS FROM LEDGER Lo 0 \` T area for o WITH SIMPSON L5U2G HANGER lined PROVIDE SIMPSON Expceure catelory B 12 BANISTER ALONG mas er "� wood bi I C51 G STRAPPING SEISMIC DESIGN CATEGORY B10 FLOOR Ej3G`E , �C��G'/ `• \ WEATHERINGSEVERE PROVIDE SIMPSON FROST LINE DEPTH C51 G STRAPPING O TERMrrE MODERATE TO HEAVY �.'� '� '��P�Z`�O NEW 14"TJI 110 FJ @ CE BARRIER REQUIRED YES G w a DESIGN LOAD CALCULATIONS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS fibsf) EXTERIOR BALCONIES GO Z o f7ECK5 40 EXISTING KITCHEN W rD ° EXISTING 2"X 4"STUD existing CONCRETE WALL AROUND edroo Z (/� F ATTICS WITHOUT STORAGE !O 'a ATTICS WITH 5TORAGE 40 WALLS +1: SHEATHING TO Z 0"'"' new dor ALL 3 SIDES OF WELL; ROOMS(OTHER THAN 5LEEPING ROOMS) 40 REMAIN. NEW MAIBEC SHAKES. �ocatio 0 0 MASONRY VENEER✓I% BLUE Q SLEEPING ROOM5 30 TO INTERIOR- NEW K-15 est g 5CAP. COLUMNS INSULATION 2" DRYWALL SI1TT OON N EITHER SIDE WHERE TABL.E,R301 ,7 EXISTING FLOOR SHOWN ON PLAN ce SILL STRUCTURE OFELECT1OPi01=5TFlJ� `Ui'ALMEMEeE1�5 TO REMAIN 5TRUCTURAL MEMBER ALLOWABLE DEFLECTION EXISTING F.J. CONCRETE WALL AS f2afkt�R.3}t.�w+ "e»5 �'hatr� IJl r�G WINDOW WELL; PROV. LADDER TO GRADE @ i°hwi ,/I a.k Qi roo f inl-lh d c elln� w �— NEW EGRESS WINDOW; EGRESS LOCATION �s C r; fnt�rrrs+ricait5#,"4rtitlnrlt H/It3C) 3- 74" LVL HEADER >1•x r� IatkercJ tIei rlgy, U--'r.0 EXISTING PARTIALLY FINISHED Ali ct-ieerstr.chn,41 ttt✓"nteb&,s L/240 BASEMENT TO REMAIN F_xtertor wall with laster cr H/'GO CX 135 PEA STONE BASE U stucwQf4rnsh @ WINDOW WELL z z 1~xt-enor'Nval s-wind leads"with LIZ40 brittle<rn*hes . fxC rtrx u s+ll �s+nd kxldl,w,l;h U120 z ftc),44C firfr:hG, J � O EXISTING FOUNDATION (1� AND FOOTINGS TO z REMAIN O BUILDING SECTION 111311 z V -Y SCALE: 4" = I ,-o,, r LU C) z oL 0 LU C) OF NE�y� >— ,�P NJA / U s z W w 08358& . sSto�'� 8 UNAUTHORIZED AL TERA TION OR AD0IT101V TO 7-H15 DRA WING AND RELA TED DOCUMENTS 15 A VIOLA RON OF 5EC. 7209 OF T//E N.Y.S. EDUCA TION LA W L� W ~ N Z OZ ►f1 p QLLJ _Z Lu (s) I I I I m O N Lo � U — N Z) a Z � 3 14" LVL RIDGE; o 5IMP50N C520 Ln ? 00 CONNECTOR(fYP. ALL) m cn 14" LVL RID SE ---d 12 ARCHITECTURAL ASPHALT 101 ROOFING WITH 15# FELT 2x 12 RAFT RS _ li I I OVER 4" CDX PLYWOOD �'+ 12 R/ 2- 0 2" LVL EADER , _ WITH ICE *WEATHER SHEILD 10 2- C.B. THRU JOIST O RAFTER(TYPICAL BOTH ENDS) �LLJ O @ PERIMETERS VALLEYS �' f' r 6 SIMPSON H7 CONNECTOR O LlDOUBLE FTERS ON 6° 2�„O 12 v b p EITHER SIDE OF DORMER VE "IE R- 5 I w/ 5 R-30 IN5ULATI o„ FASCIA, BEADED SOFFITS w/ Z 2.0 CJ @ I G" O.C. II II 30 2"X I O" C.J. 16"O.C. CONTINUOUS GROOVE VENT; O I"x4" FRIEZE BOARD w/CROWN. LLJ OVERHANG DIMENSIONS AS SHOWN (1) 2- 74" LVL HEADER ABOVE cv w/ C520 STRAPPING 2"X 4" STUD FRAME I ° BATI1 ( R-30 INSULATION k z EXTERIOR WALL @ DO MER b VENTED BAFFLES q a O w/ 3" CLOSED CELL SPRAY i' i RELOCATED BEDROOMkD o Q FOAM INSULATIONZ NEW 2"X 4" STUD FRAME WALLS U wl 3" CELL SPRAY CZ OUTLINE OF RAFTER — _ � o v 3 FROM INNSULATION OSCDX PLYWD. (j INTERSECTION ON FRAME I ( I I I 'k– SHEATHING w/'TYVEK' HOUSE WRAP; O Z U OF DORMER WALL MAIBEC SHAKES AROUND ALL AREAS U w a NEW 14" TJI I I O w w FJ 16" OC C51 G FLOOR TO z Z 9 R-30 INSULATION, EXISTING CJ TO REMA N FLOOR STRAPPING 14"TJI I 10 FJ -L" PLYWOOD ON UNDER s @ I G" OC; DOUBLE SIDE OF JOISTS, VENTED 2x4 PLATE AROUND ABOVE °w JOISTS UNDER WALLS * FINISHED w/BEADED EXISTING CEILING SOFFIT MATERIALILIL PERIMETER IN ALL AREAS o RUNNING PARALLEL Z NEW 2"X 4" STUD FRAME WALLS lily,Lhl I@ I G" O.C. w/ R-1 5 INSULATION o NEW 2x4 STUD FRAME, EXISTING U —1 F 8' CDX PLYWD. SHEATHING �o CLOSET EXTERIOR TO BECOME INTERIOR; q EXISTING 2" X 4" STUD U w/ILJ LI[E 'TYVEK' HOUSE WRAP; MAIBEC REMOVE SHEATHING * 51DING °j WALLS * SHEATHING TO w C8 TIF] F-1LAP SIDING WITHIN PORCH AREA PROVIDE 2" DRYWALL REMAIN. NEW MAIBEC SHAKES. TO INTERIOR- NEW R-15 ALIGN FLOOR E)CISTING BEDROO INSULATION *2" DRYWALL ON AREAS LUA HEIGHTS AFFECTED BY CONSTRUCTION =�sNJ J J R u a W EXISTING 10" FJ TO REMAIN s � dNGN` 2"X G" ACQ SILL PLATE OVER TERMITE SHIELD NEW 2x I O F.J. OVER SILL SEAL; ' PROVIDE SIMP50N C520 EXISTING UNFINISHED z W/ LPT4 CONNECTORS BASEMENT TO REMAIN — 8" DIAMETER ANCHOR BOLTS 4" POURED CONCRETE (� SLAB ON COMPACTED FILL W/ 7" MIN. DEPTH @ 48"O.C.w/ Z MIN. 3"X3"xe" WASHER @ PLATE J �, � o m NEW 8" POURED CONCRETE z FOUNDATION WALL W/ O 1'-4"X 8" d. FTG.; PROV. U m 2- #4 REBAR IN FOOTING u 3'-0" BELOW GRADE Z U � (n >° Lu INIBU I LD i N G SECTION 11C11 NEW CONSTRUCTION o LLJ SCALE: 4" = 1 ,-0" N Q pF NES >_ JA1{,jf U COO z * F z w no �Opi<SSLQNP 9 UNAUTffORIZED ALTERATION OR ADDITION TO T7115 DRAWING AND RELATED DOCUMENT5/5 A VIOLATION Of= 7205 OF THE Al.Y.5. EDUCATION LAW NAILING 5CHEDUL I _.W_,... .. ..e._ _....._....._... . _.,. "Al w,. _..Y,w.,...._�.., .... I 2015 WOOD FRAME CON57PJICTION MANUAL : :JC?fN'�•: GENERAL NOTES: ELECTRICAL NOTES: • The Information on this set of construction documents is to relate basic design • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to Include RAFTER � Q Installation of fixtures h specifications as Indicated on tans. LI ht fixtures to be supplied RAFTER NOTCHED RAFTER 0 intent and framing details. They are intended as a construction aid, not as a P p 9 p!' by N substitute for generally accepted Z In good building practice and are in compliance with owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install RIDGE RIDGE RAFTER z current 2010 New York State Building Codes and the 201 5 IRC. The general all outlets as per code. All work Is to be done In strict accordance with the New York State Code TOP PLATE contractor is responsible for providing standard construction details and procedures by a licensed electrician. All new switches*outlets to be Decora, supplied t-installed TOP PLATE .. Q Lt) Z to ensure a professionally finished, structurally sound and weatherproof completed by contractor. All high hats to be 4"LED. Contractor to do all hook-ups as required for bathrooms WALL STUD WALL STUD product. and appliances as needed. Z w LLJ • General contractor to coordinate all subcontractors, scheduling of work and FRAMING NOTES TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION interaction between trades. Q ~ • The contractor is responsible for ensuring that all work and construction meets • All lumber 15 to be Douglas Fir#2 or better at I G"on center or exceeds current federal, state and local codes, ordinances and regulations, etc. These codes are to be considered as part of the specifications for this building plan. . All wood framing In contact with concrete or masonry Is to be pressure treated. 'ACQ'designation 2ND.FLOOR WALL STUD 0 KING STUDS 0 refers to current arsenic-free treated wood standards and shall take the place of'CCA' _ • If in the course of construction, a condition exists which disagrees with that as 1 indicated on these drawings, the contractor shall stop work and notify the designer • WOOD JOIST WOOD JOIST 2ND.FLOOR PLATE CRIPPLE STUD All TJI's are to be Installed In accordance with the manufacturer's specifications and shall Include SUBFLOOR 0 the engineer immediately. Should he fad to follow this procedure and continue work, BLOCKING RIM BOARD HEADER squash blocking web stiffeners at bearing points on girders and other load bearing areas J0I5T HANGER he shall assume all responsibility and liability arising therefrom. U - GIRDER/HEADER 15T.FLOOR TOP PLATES JACK STUDS N • Dimensions take precedent over scale- DO NOT SCALE DRAWINGS. • Structural Steel A5TM A3G - FY= 36 K51 WOOD GIRDER WOOD JOIST (� 3 z IST FLOOR WALL STUD • The designer has not been engaged for construction supervision and assumes no • All straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors, straps, 1* O responsibility for construction coordinating with these plans, nor responsibility for etc. on these drawings are my by Simpson unless otherwise Indicated. All connectors, straps, etc. are to be TYPICAL HEADER CONNECTION z- Ln j construction means, methods, techniques, sequences or procedures or for safety nailed/bolted In accordance with the manufacturer's specifications. JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER � 00 precautions and programs In connection with the work Indicated. There are no warranties for a specific use expressed or implied In the use of these plans. . All floor sheathing is to be�'AC type plywood,tongue 4,groove and shall be glued and screwed to TYPICAL MULTI-STORY CONNECTIONS • Contractor to provide hardwired smoke detectors, with battery back up,and with the floor Joists(6"o.c. edges 4 12"o.c. field) no intervening switches, on all floors and in each bedroom. Verify with local codeWALL STUD requirements as per Section R3 17 New York State Residential Construction Code. • Solid blocking Is to be Installed every8'-0" max. or mid span of all floor Joists with spans exceeding \` BO SOME R LATEO 15T.FLOOR WALL STUD sTnzi Install carbon monoxide detectors as per code. 8'-0". Blocking is to be Installed at all point load bearing points. WALL STUD 14 DOUBLE JOIST BOTTOM PLATE IST.FLOOR PLATE Q O BATHTUB 5UBFLOOR FOUNDATION NOTES: Install double Joists under all partitions running parallel DOU6LEJOIST � RIM BOARD • General contractor to review plans, elevations and details to determine • All exterior wall headers to be 2- LVL's as Indicated on floor plans if sections and all interior DouBLE SILL PLATE Q intended heights of finished floor above typical grade. headers are to be 2-2"x 8" unless otherwise noted. All headers exceeding 5'-0"shall have a double DOUBLE J015T FOR NON-BEARING WALLS FOUNDATION WALL O Z Jack stud with a single king stud t on exterior walls provide double sill plate(typical). O DOUBLE J015T FOR UNDER A BATHTUB H1722 • Existing foundation to be pinned and solid concrete filled with fasteners as shown W In building sections. • Provide insulation baffles at cave vents between rafters and soffit vents as Indicated 5THD8 .rJ on plans PROVIDE 112"SPACING 15T.FLOOR TO FOUNDATION CONNECTIONS L , +' • Footings shall bear on undisturbed soil within bearing capacity of 1.5 tons/5q.ft. BETWEEN THE END STUD • Exterior flashing Is to be adequately Installed at all connections between roofs, walls, SILL GASKET AND THE 2 OTHER STUDS OPENING ANCHORS-AT OPENINGS ® FOR ALLOWING CONNECT CORNER STUD OF 8'-O"AND LARGER • Concrete shall be FC = 3,500 P51 @ 28 days chimneys, projections and penetrations as required by approved constrction practices. TERMITE SHIELD HOLDDOWN INSTALLATION TO TRANSFER SHEAR 4 • Concrete on 4"sand or ravel fill minimum, with GxG- 10/10 welded wire mesh DBL.SILL PLATES ® FASTEN WITH(2) I6d g FLOOR PLAN NOTES: (TO OVERLAP JOINTS) COMMON NAILS @ G"O.C. reinforcement. Interior slabs to be placed on 6 mil. stabilized polyethylene vapor WIND RESISTANT CONSTRUCTION CONNECTORS barrier. Welded wire mesh Is to be laced in the to third of the slab and is to be FOUNDATION WALL 51DEWALL ENDWALL p p CONNECTION LOCATION: PART NUMBER: NOTES: adequately supported b recast concrete bar supports to assure that the reinforcement • Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS q Y pp Y p pp RIDGE-TO-RAFTERS C520 @ 2 I" APPLY TO EACH PAIR Of RAFTERS is held in position durin concrete placement and flnishin SHEAR WALL CORNER CONNECTION y P g P g• RAFTER-TO-WALL H7 APPLY TO EACH RAFTER F� • All interior walls to be covered with J"gypsum board with metal corner reinforcing. All SILL PLATES TO FOUNDATION ANCHORING ~ t � • Isolation Joints are to be installed between the slab and the walls. Use preformed drywall products, Including gAPPLY TO EACH RAFTERypsum board, screw,joint compound, tapes�trim shall be U.S. RAFTER-TO-PLATE H8 or H2.5 a/ U Joint filler that is to be cut 1/2"below the slab surface and the resulting joint 15 to be filled Gypsum Co. or approved equal. All joints shall receive 3 coats of joint treatment. Sand final PI-ATE-TO-WALL STUD C520 @ 18" APPLY TO EACH WALL STUD W a with an ela5tomeric joint sealant. coat to a uniform smooth surface. All walls, ceiling and interior of closets to be taped and 2ND.FLOOR WALL-TO-15T.FLOOR WALL LFTA or 0520 30 APPLY TO EACH WALL STUD 5packled, 3 coats, ready for paint. HEADER-TO-JACK STUD C520 1 2" APPLY TO EACH JACK STUD v CONSTRUCTION DETAILS � WIND LOAD PATH CONNECTION DETAILS • General contractor to Install cop-r-tex(or copper)sheet metal termite 5hedd5 CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD ►-� °1O • Interior paint to be Benjamin Moore, walls"antique white"and ceilin s white, unless NOT TO SCALE f; between all wood surfaces that are exposed to concrete or masonry surfaces. t' J q 9 SHEAR WALL HOLDDOWN ANCHOR SSTB 16 APPLY TO EACH SIDEWALL END otherwise decided by homeowner. All interior trim*moldings to be high gloss white. WRAP UNDER DOUBLE SILL PLATE a S K�;15T.FLOOR-UNDER-SILL PLATE C520 W a m • Dampproof exterior of foundation wall with a bituminous coating; Foundation USE W TH 3"SQUARE WASHERS o �� excavation Is not to be backfilled prior to the Installation of the floor framing. • Insulation ratings and Installation locations as indicated on floor plans sections U51!THE FOLLOWING OR APPROVED 51Mr50N METAL CONNECTORS FOR PROPER WIND RE515TANT CONSTRUCTION. Z `�� FOLLOW MANUFACTURE'5 RECOMENDED I1,15TALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UruFT LOAD CAPACITY, N PLUMBING * HVAC NOTES: • Interior doors to be soled core wood; style to be determined. O • All plumbing work shall be done by a duly licensed plumber and must conform and adhere • All bath*kitchen area walls and ceilings adjacent to wet areas to have water resistant w to all New York State building codes 4�safety requirements. drywall, and provide cement board for all areas set to receive tile. ceMM r+� • If wall plates or joists are cut during the Installation of plumbing fixtures or equipment WINDOW AND DOOR SCHEDULE contractor must provide appropriate bracing to tie framing back together. � � o • Baseboard heat to be removed and replaced with new gas fired force air system. z 2 Zone unit for heating and cooling with damper controls. Provide April Air hydrating system SYMBOL MODEL NO. WINDOW TYPE CLEAR GLA55 EFFECTIVE PRESSURE REQ'D DE51GN DE51GN PRESSURE QUANTITY SPECIAL NOTES y _ OPENING AREA WIND AREA ZONE PRESSURE RATING within. Minimum of one thermostat for each zone will be required. a` W I TW264 10 TILT WA5H 5.08 9.01 10 5 30.4 -40.7 G5 12 PG UPGRADE REQUIRED • Plumbing fixtures to be Kohler brand or approved equal; color to be white, styles as W2 TW2 1 04 10 TILT WASH 5.81 10.45 20 5 29.0 -38.0 65 6 EGRESS/PG UPGRADE REQUIRED selected by homeowner. W3 TW2032 TILT WASH 2.47 4.2 10 4 30.4 -33.01 35 3 • Mechanical subcontractor Is responsible for adhering to all applicable codes and W4 A28 I AWNING 1 .20 3.70 10 4 30.4 -33.0 35 4 z safety requirements. W5 TW243 10 TILT WASH 3.64 G.37 10 4 30.4 -33.0 35 2 TEMPERED WHERE SHOWN TYP.WALL FRAME-REFER WG G54 GLIDING 7.70 13.30 20 4 29.0 -3 1 .6 30 1 • HVAC subcontractor to fully coordinate system data 4 requirements with the TO SECTION DETAILS W7 NEW WINDOW TYP. W7 IG63G GLIDING 8.10 14.00 20 4 29.0 -3 I .6 30 I equipment supplier and to provide final system layout drawing and submit It to general contractor, �- owner and equipment su her for final review approval. REFER TO PLANS FOR W8 AFCP3045 ARCH TOP PICTURE - 12.00 20 4 29.0 -3 1.6 50 1 Jin pp pp TYPE AND SIZE W9 AFCW 135 ARCH TOP PICTURE - 7.10 10 4 30.4 -33.0 50 1 M IX3 MIN. PRE-PRIMED 19 TRIM AROUND EXTERIOR W 1 0 CX 135 CASEMENT G.4 6.80 10 4 30.4 -33.0 50 1 EGRE55- LOCATED IN BASEMENT z U OF WINDOW TYP. W1 I TWTG2 10 TILT WASH TRANSOM - 2.55 10 5 30.4 -40.7 70 2 O r I4i - TYPICAL DI PW0006 11 1 w/FWTG I I I OUTSWING w/TRANSOM 35.62 22.91 50 4 27.2 -29.8 40 4 MULLED TRANSOM D2 FW03 16 11 1 w!FWT3 I I I OUTSWING w/TRANSOM 1 7.1 5 1 1 .45 20 4 29.0 -3 1 .6 40 1 MULLED TRANSOM (z V .Y 2 I/2"NO.6 WD SCREWS D3 FW029G I I w/FWT296 I I OUT5WING w/TRANSOM 14.94 9.6 1 10 4 30.4 -33.0 40 2 MULLED TRANSOM o (� }- TYP.AT I G"O.C.MAX.3" D4 FWH27G 1 I FRENCH WD. HINGED 13.46 8.69 10 5 30.4 -40.7 40 1 �J FROM END TYP. D5 FW02 I G I! I w/FWT2 I I I OUTSWING w/TRANSOM - G.13 10 4 30.4 -33.0 40 1 MULLED TRANSOM Z I/2"PRECUT STRUCTURAL DG 30G8#2868 HINGED ENTRY 2 MANUFACTURER$STYLE T.B.D. W o PLYWOOD WINDOW PANEL TYP. FOR ALL WINDOWS ALL WINDOWS TO BE ANDERSEN,400 SERIES, UNLESS OTHERWISE SPECIFIED N AND GLA55 DOORS. WINDOWS$DOORS TO BE WHITE EXTERIOR,WHITE INTERIOR UNLESS OTHERWISE REQUESTED BY HOMEOWNER. PROVIDE CLA551C SERIES LOCK5, HARDWARE AND HAND LIFTS IN WHITE FINISH. FULL EXTERIOR SCREENS +4- COLONIAL STYLE 51MULATED DIVIDED LIGHT GRILLES AS SHOWN ON ELEVATIONS, 6 OVER I - PERMANENT EXTERIOR, 3/4"WIDTH .�Y�ifl A V U CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B ro COEFFICIENT 1.0 WITH 130 mph BASIC WIND SPEED. AS PER AWC WINDSPEED COUNCIL W z WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 7/1 G"WOOD STRUCTURAL PANELS { to WITH MAXIMUM OF 8'-0"SPAN. FASTENERS FOR SPANS UP TO 0-0"SHALL BE 2 1/2 -#8 WOOD SCREWS AT I G"O/C, FASTENERS FOR SPANS UP TO 8'-0"SHALL BE 2 112"-#8 AT 12"O/C. TABLE 301 .2.1 .2 Cyt? Ik ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED,ANY MULLED UNITS MUST MEET OR EXCEED 1.5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR �OpEcssl GLAZING PROTECTION DETAIL GLAZING MUST MEET A5TM E 1996 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. UNAUTHORIZED ALTERATION OR ADDITION TO THI5 DRAWING AAID RELATED DOCUMENTS 15 A VIOLATION OF5EC. 7205 OF THE N.Y.5. EDUCATION LAW