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��o��UFFO(,p.CpGy Town of Southold 8/2/2017 P.O.Box 1179 a 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 00387 Date: 8/2/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 375 Mill Rd., Mattituck SCTM#: 473889 Sec/Block/Lot: 113.-3-7.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/10/2017 pursuant to which Building Permit No. 41551 dated 4/21/2017 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: SECOND STORY SUNROOM ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Vaillancourt,Philippe of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41551 06-21-2017 PLUMBERS CERTIFICATION DATED ft A t orized Signature �saFFo6�.. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41551 Date: 4/21/2017 Permission is hereby granted to: Vaillancourt, Philippe 375 West Mill Rd Mattituck, NY 11952 To: Alteration/Addition to existing single family dwelling as applied for At premises located at: 375 Mill Rd., Mattituck SCTM # 473889 Sec/Block/Lot# 113.-3-7.3 Pursuant to application dated 4/10/2017 and approved by the Building Inspector. To expire on 10/21/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $231.20 CO -ADD O DWELL $50.00 Total: $281.20 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. `VZO/l 7 New Construction: Old or Pre-existing Building: (check one) Location of Property: 37 1 \i\/ 1'11\1, GA-06, House No. Street Hamlet Owner or Owners of Property: CIA t AN Suffolk County Tax Map No 1000, Section Block 3 Lot �r 3 Subdivision [ f Filed Map. Lot: Permit No. `C CJ S Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ 5V icant Signature *pF SOUly�l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 �� roger.richer b-town.southold.ny.us Southold,NY 11971-0959 C®UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Vaillancourt Address: 375 Mill Road City: Mattituck St: New York Zip: 11952 Budding Permit#: 41551 Section: 113 Block: 3 Lot: 7.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: K Schrage&Son Inc. License No: 3507-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect F-1 Switches 2 Twist Lock El Exit Fixtures TVSS Other Equipment: Notes: Inspector Signature: Date: June 21, 2017 0-Cert Electrical Compliance Form.xls OL OE SOOT TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [FRAMING / STRAPPI G [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: fyqynl,V1aO OKV (in aaA f , , v I DATEA « INSPECTOR�vu( V�- OF SOUlyolo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE 4; — INSPECTOR,)-(—' �� OE SOU � T9 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION-1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATIION [ ] FRAMING / STRAPPING [ FINAL J� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 0 DATE �' INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) Cn ------------------------------------ d FOUNDATION (2ND) IO r r/ Q\Lw w u ROUGH FRAMING& -- y PLUMBING � W INSULATION PER N.Y. y STATE ENERGY CODE FINAL ADDITIONAL COMMENTS a 1 -#Me5 aot Tffis G 0087 - <-) o �rn N o y �-r d b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1502 Planning Board approval FAX: (631) 765-9502 (,,/ �sl Suryey SoutholdTown.NorthFork.net PERMIT NO. / Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application VFlood Permit Examined 20 D D Single&Separate / Storm-Water Assessment Form l ASR 1 .0 2017 • , /! _ Contact: Nanl�-- Approved ,20 INO -4tril t6: �T i. a �T} Disapproved a/c TOWN O SO LD C Phone: Expiration -,20 C^T Imildin s ector APPLICATION FOR BUIL G PERMIT a p , 20_L7�_ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. :. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application-may not be commenced before issuance of Building Permit. d. Upon approval,of this application,:the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f 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 complefed 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 South pId.,Suffolk:County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of building's, additions;or alterations or for removal or,demolitionas herein described. The applicant agrees to comply with all applicable laws,'ordinanees;building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necess-ary inspections: ( gnatur applicant or name,if a corporation) - 02�� v`PPz.VL S�t96yv �Poy��o3 V (Mailing address of applicant) State whether applicant is owner, lessee, agent, rchitect ngineer, general contractor, electrician, plumber or builder Name of owner of premises (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. 337 Plumbers License No. tem NN Electricians License No. � Other Trade's License No. 1. Locatio�f land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section �iBlock•, .' " f '' Lot ? 3 Subdivision t , Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed ,'construction: a. Existing use,-and occupancy b. Intended use and occupancy�e�� Pe "C l 3. Nature of work(check which applicable)-.1'New Building Addition Alteration Repair Removal LDTmolitjom-,,• n, Other Work �Eli c� .i s %�sa i 2i ; ; (Description) 4. Estimated Cost �5 , vow, i $ 's Fee <:'GTo 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 ,6.1 If business, commercial or mixed occupancy;spee%.fyLnature,and';exteht of each type of use. 7. Dimensions of existing structures, if any:iFront LA) Rear QU Depth 32, Height , UA&,Lw Numberjof Stories Z, Dimensions of same structure with alterations or additions: Front 61cD RearL�O— Depth Height #� CIA P Number of Stories r , 8. Dimensions of entire new construction: Firont' Rear I Z'-o Depth Height s mei Number ofStories i r . 9. Size of lot: Front ? G Rear 1 5 .L�`I Depth ;2-&d 10. Date of Purchase r�ool NLe.of Former Owner ' 1 '.. Zone or use district in which premises are',situated 1.1. Does proposed construction violate ar?y,z?nng' law, ordinance-or regulation?YES i 13. Will lot be re=grade ? YES _ •NO jWill excess fil;l.be'reinoved from premises?YES �' NO' 14. Names of Owner ofipremiseset) tc,(,A4:e6LT:a:- Address 3) Le/ Nut &_W, Phone,No., Name of Architect4w Address- a3G��,�n4.�n -PhonelNo6-;31 ?o3 Name of Contractor,' i ' Add'res's- +hone+No,`: - i 1 a. Is this property within'100 feet of a tidal wetiand'or a freshwatbr wetland. YES NO IF YES, SOUTHOLD',TOWN''TRUSTEEa'&•CD.E.C.PERMITS, 'MAY B_ (REQUIRED: ' b. Is this property within 300'feet of a tidal wet arid? *YES,... IF YES, D.E.C. PERMITS MAY BE REQUI' D: 1( . Provide survey, to scale, with accurate foundation plan and distances to property lines. 1 . If elevation at any point on property is at 10 feet or below, must provide to data on survey. 1 . Are there any covenants and restrictions v ith respect to this property? * YES NO-2L" IF YES, PROVIDE A COPY. S ATE OF NEW YORK) SS: COUNTY 0�; Cre being'duly sworn, deposes and says that(s)he is the applicant i (Nam o individual Wning contract)above namod, (S)He is therC�11� PC� ! r (Contractor,Age�it, 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; th t all statements contained in this application ares;true to the best of his knowledge and belief; and that he work,will be performed in the manner set forth in the applicatign filed therewith. S ornto before me this i 16f7 1 day of A t-1 201-7 , TRACEY L. DWYER Notary Pub C,STATE OF N OR gri ure of Applicant y NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2DL ��°surFQI� ST(0)1E�I��J WA\T E)E, Scott A. Russell SUPERVISOR z M[ANA(G IEIM[IENT SOUTHOLD TOWN HALL-P_O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' O Town of Southold 1 �� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) F 1 0=WMG: —-----= ---- --- Yes No (CHECX ALL THAT APPLY) = e ®® A. CIearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ; El LA B. Excavation or filling involving more than 200 cubic yards of material withiri any parcel or any contiguous area. ❑E�C. Site preparation on slopes which exceed 10 feet vertical rise to ❑l� 100 feet of horizontal distance. : D. Site preparation within 100 feet of wetlands, beach, bluff or coastal ❑L/ erosion hazard area_ t E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse.. ® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to air bf"the-questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & Bounty Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above;.]Tease submit Two copies of a Stormwater Management Control Plan and-a completed Check List-FoTm to the Building Depa tmen0A1hyouur Building Permit Application. /APPLICANT_ (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Dae t r District V_/0_/7 ,� NAME �YI_ "j]�T1� dV 1 / J � !—I D r l I-Pta1." Section Block Lot { bs.1.1<1 -"` FOR BUILDING DEPAI?TN?Wr USE-ONLY t �R,.� Contact In(ormanorr C�J t go 3. /Reviewed \ - - - - - - - - - - - - - - - - - - By: 41x, Date q-1 U- \Property Address / Location of Construction Work: - - - - - - - - - --- - - - - - - Approved for processing Building Permit Stormwater Management Control Plan Noi Required. t'-1S ? iornlwater Manageliieil( Cwii(rv1 1 1xDt_,11i] D,,,...lriui" . Ll (Forwardto Engineering Departmeol for R=��yueview') FORM ' SMCP- TOS MAY 2014 09 Hall ���SryoY� Telephone(6 31)765-1802 T W roer d erw(!nSx)Qt ollA.n .us Southold,NC 11971459 BUMDINGDEPT- T,,O:VVN OF SOUTAOLD ' BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: -V//V 5G fi 0G C, Date: Company Name: -_ SC N 7eej /A/t, Name: License No.: 3 3 0 7 W C Address: `� ✓�/ L�4 S () "Phone No.: JOBSITE INFORMATION: (*Indicates required information) , *Name: Nl f p n- V,t 11L INCOV47- *Address: 75 Vl/�� l �r,G �1�M7 1169 *Cross Street: *Phone No.: Permit No.: Liles Tax-Map District: 9000 Section: i13. Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) . y r2e- Ff x/-VOe7 / A/ f0d2e. W (Please Circle All That Apply) *Is job ready for Inspection: YES NO RougDIn Final *Do.you need a Temp Certificate: YES NO Temo Information(if.needed) *Service Size: 1 Phase . 312hase, 100 150 200 300 350 400 Other iNew Service: Re-connect Underground-- 'Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION - . •` °ate .S2-Request for Inspection Form S.C.T.M. N0. DISTRICT: 1000 SECTION: 113 BLOCK: 3 LOT(S): 7.3 MON I li I \ 25 R.O.W. AS DESCRIBED P \ LIBER 10753 PG. 203 � I U) _ 11.P. N 'U.P.. ... . . a . . I . rQ 'cRLISNE4 STONE DRNEMAY �- p - 175.01' MON. \ FE 2'E 2.2'E m 6 � (S v o V RI ❑O U W t1 m m 5: m MAP OF JACKSONS LANDING 5.5'E 3m ® MAP/5280 FRA(.SHED 8.2 x12.2' 25.1' _ m DECK E FENCED 2'2ND FL OVER 81.0' g 1.4'W Gq(�pGE".J ❑o O O 24 U" FRT to w DING- u 1'CANTILEVER LAND N/F CQ 1,CANT1# 375 �n ARLENE MARVIN 143, y:=< _ EXISTING 2ND FL 6.3' OVER SUITE PORCH TO BE CONVERTED TO LIVING SPACE ❑ w � t0 � O � CA 3.7'W I FE 2 5;p--' v MON. F� U.P.139 Y ' � 223 76 x z v H gU.P`U-, x A•n 16.3w O , d N87 3726W o 4 YY� 261.27' 569 4.9'E FND v 25.00' N87'44'00'W 297.00' MILL ROAD \ N88'02'20 W MON. THE WATER SUPPLY, MUS, DRYWELLS AND CESSPOOL 0 RIGHT OF WAY S69'04' o"W 41.20' FIELD INSPECT & UPDATE SURVEY 02-25-17 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS o� w AS DESCRIBED 3.004 AND OR DATA OBTAINED FROM OTHERS R o LIBER 10753 PG.203 v� U) AREA:43,446.50 SQ.FT. or 1.00 ACRES ELEVAnoNDA7UM: 2 UNAUTHOR/TED ALTERATION OR ADD17ION TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY U) MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN } - ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77YU77ON 3 �z LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. O THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 7O THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE O y�i NOT INTENDED 70 MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCE$ ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS F. AND/OR SUBSURFACE STRUCIUR£S RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY£WDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OR DESCRIBED PROPERTY CERTIFIED TO: PHILIPPE VAILLANCOURT: 0 0 MAP OF: FIDELITY NATIONAL TITLE INSURANCE COMPANY, a, Q FILED, HSBC BANK: 0) C) I SITUATED AT: MATTITUCK z TowN OF.SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design MAAITITUCK CREEK /yi G/ayo P.O. Boz 153 Aquebogue, New York 11931 FILE M 12-54 SCALE- 1'=50' DATE: MAY 11, 2012 FRONX(631)M-1588 FAX(691)298-1588 N.YS USC NO. 050882 =".UWj tk.r.—&of aobet L 9—.7 s K th X V r&.k PIC TPA rch Q� STUDIO 01 -T ro ARCHITECTURAL SERVICES D,. p0i'-- CKT�.- Water Mill,NY 11976 2. ph 631.726.5649-fax 631.726.5649 gwtietjen@yahoo.com UI 4. Drawing List: T ALL CO��',ST I'I L i`�-1 i'-)`1 ""'" I Fj[Qtj, I OF'1IAL C.tD--r7-OF NE""'I 117i F 0 Q 12! F YORK STIA"TF. NO. SHEET NAME DATE D E'S I G'1 0R CMISTRUCK T10"A A Cover Sheet 4/5/17 A-000 Specifications 4/5/17 -7 A-002 Code Requirements 4/5/17 0 A-101 1 st Floor Plan 4/5/17 A-102 2nd Floor Plan 4/5/17 A-103 Roof Plan 4/5/17 A-200 1 Elevations&Section 4/5/17 < A-201 Isometric View 4/5/17 A-300 Building Sections NIC A-400 Interior Elevations NIC n r�j U, —Ul L A-500 Wall Section Details NIC ull A-510 Basement 3"Plan Details NIC C j T CE R IFICA A-600 Interior Doors/Trim Details NIC occur-1A 3'CY A-700 Stair Plans/Sections NIC E-101 Second Floor Electric Plan 4/5/17 RHAV STORM WATER RUN-OFF PURSUANT TO CHAPTER 236 S-101 Roof Framing Plan 4/5/17 OF THE TOVv'N CODE. E D co Moon& WEST MILL H A It aoll Fm 0 MATTITUCK NY -1-.- op03 8 N ;OF [=%N1A"' L PROVISIONS WINDOW SCHEDULE TAw Division 1-General Conditions T I Division 0-BID AND CONTRACT REQUIREMENTS 1:SUMMARY OF WORK 1: INSTRUCTIONS TO BIDDERS The Contractor shall include and provide for all labor, materials, equipment,transportation,taxes, etc. necessary or Bid prices tendered shall reflect the inclusion of everything necessary or proper for performing and completing reasonably incidental to the proper completion of the entire project unless specifically noted as being the responsibility of Window ARCHITECTURAL SERVICES the work required as described by these Plans and Specifications. Anything omitted there-from which is Others. Materials, equipment, and workmanship shall be new and of the best of their respective kind unless otherwise necessary for the completion of the work or its appurtenances shall be considered a portion of the work although noted. The Contractor will be solely responsible to execute all work in such a manner as to protect the safety of the Window Data Unit Size Window St le 11976 not direct) specified or shown in these Plans and Specifications. workers and the public. An damage or disruption to preexisting surfaces, areas, and/or structures resulting from water Min,fax 631.7 y p P P Y 9 P P 9 9 ph 631.726.5649•fax 631.726.5649 construction shall be repaired to original condition by Contractor. gwtietjen@yahoo.com In each case where a specific Manufacturer is mentioned in these Plans and Specifications the Bidder shall base the Bid accordingly. If the Bidder elects to substitute a similar product for consideration the Bidder must The Contractor shall be responsible for all work including that of his Sub-Contractors. provide both the Owner and the Architect with specifications and/or samples, and the cost differential of the Mark Manufacturer Model No. Width Height Operation Comments substitute for approval. All dimensions and grade conditions to be verified by the Contractor prior to commencement of the work and ordering of Revision: Description: Date: 2: AGREEMENT FORMS materials. 200 Andersen T.B.D 3'11" 410" Bi-parting Casement The Contractor will be required to execute a written Contract with the Owner. The Contractor shall at all times keep the premises reasonably clean and free from accumulation of waste materials and 201 Andersen T.B.D 3'11" 4'0" Bi-parting Casement The Contractor shall indicate the Completion Date for this project and will be responsible for fulfilling the terms of rubbish. 202 Andersen T.B.D 1 311111 410" Bi-parting Casement the Contract by that date. At the completion of the work the Contractor must remove all waste materials, rubbish, implements, and surplus materials, leaving the site and the building clean. Exposed and accessible surfaces to be wiped clean,floors to be waxed and The Contractor shall unconditionally Guarantee all workmanship and construction for a period of one(1)year polished as specified and all glass and mirrors to be cleaned and polished. All hardware, mechanisms, and systems, shall from the date of issuance of the Certificate of Occupancy. There shall be a two(2)year Guarantee on all be correctly adjusted to provide for proper operation with all appropriate Operation and Maintenance manuals provided for heating,ventilation, air conditioning, plumbing, and electrical systems including workmanship, equipment, and Owner. materials. There shall also be a six(6) year Guarantee on "material defects". The Contractor shall supply the Owner with all the Guarantees noted above upon completion of the work and shall replace any defective work 2:ALLOWANCES without any expense to the Owner and pay for all damage to other parts of the building caused by the repair. Where applicable unit price, stipulated sum,or other form of pricing may be tendered by the Contractor in order to The Contractor shall replace defective work within ninety(90)days of being notified of the defect. complete a Bid and shall be clearly identified. 3: INSURANCE 3: COORDINATION The Architect is available to the Owner and Contractor for consultation regarding the intent of these Plans and The Contractor shall carry Workmen's Compensation Insurance, Public Liability Insurance and any other form of Specifications and any deviation from them shall be reported to the Architect for consideration, in writing, prior to Insurance as required by law and/or as agreed upon with the Owner. The Contractor must review his Policies commencement of the work. Final decisions to accept non-conforming work or changes with respect to these Plans and and the Coverage Limits of those Policies with the Owner and if necessary modify those Policies-to satisfy the Specifications shall be the responsibility of the Owner. Owner. Do not scale drawings. Dimensions govern over scale. The Owner shall not be liable or responsible for any accident, injury, loss, or damage happening or occurring during the term of the performance of the work herein referred to, and in connection therewith to persons, and/ Unauthorized alteration to these Plans and Specifications may be unlawful and may invalidate them,verify with the or property. The Contractor shall fully Indemnify and protect the Owner and his Agents, including the Architect, Architects& Engineers. his Consultants, and Employees,from and against the same, and agrees to save those Parties from every These Plans and Specifications are an Instrument of Service and are the property of the Architect. related expense, liability, and/or payment arising therefrom. 4: REGULATORY REQUIREMENTS Consultants: The Owner shall provide their own Property Damage, Fire, and other Insurances they deem necessary. All construction, materials, and equipment shall conform to all State, County, and local zoning and building codes including any relevant Environmental regulations. 4:SITE SUPERVISION The Contractor will provide a dedicated Foreman,whose sole responsibility will be the daily site supervision of The Contractor shall execute all work in strict accordance to the specifications and recommendations of all relevant their Employees and all Sub Contractors. Regulatory Agencies including but not limited to:ACI, AISC,ANSI,APA, ASHRAE,ASTM, DECRR, FEMA, NFPA, NForPA, and Underwriters Laboratories. ,iRit'Sh "Erm"tIDOOR SCHEDULE Drawing Legend : _ ___ __ ____ Wall To Be Removed Wall To Remain New Wall New Foundation Wall -------- Lines Above ------------ Lines Below — — — — — Guidelines — — — — - Fence 1 of Door Tag NO NEW PLUMBING101 Window Tag NO NEW DOORS Section X, Sheet A-XXX CONNECTIONS xx --- Detail Tag PROPOSEDx PROPOSEDxx Elevation X, Sheet A-XXX x Section X, xx Sheet A-XXX aE c 4 Rc 5 w. r ti 9T�o' 0380Ag yOQ� OF NES West Pdill Road MATTITUCK,NY Scale: 1/4"=V-0" Date:01/23/2017 Specifications A-001 PROJECT DATA NAILING SCHEDULE 130 MPH EXPOSURE B WIND ZONE 130 MPH CONTINUOUS LOAD PATH TYPICAL HOLD DOWN + SHEAR CONNECTION CRITICAL PATH NOTE: THIS PROJECT SHALL COMPLY WITH THE 2015 TABLE 8602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS rable2,GenerellyallIngSchedule SIMPSON LSTA-20 GAGE T�A aakao ahaneFemad RIDGE STRAP-ALL ROOF RAFTERS o RESIDENTIAL, MECHANICAL, ELECTRICAL AND PLUMBING NUMBER AND TYPE OF _ stnwturelmoraok¢ Root Sheathing CODE OF NYS AND THE 2015 WOOD FRAME CONSTRUCTION DESCRIPTION OF BUILDING ELEMENTS FASTENERS <,n,c SPACING OF FASTENERS w Jane Sectio 4.2 end 5 n (sea section a,a) Joist to sill girder,toe nail 3-8d Roof Fmming I au. ,-„ 2 x 6 TIE @EACH RAFTER 11 ~ -.. ,-1111''. 1111 MANUAL FOR ONE AND TWO FAMILY DWELLINGS 1"x 6"subfloor or less to each joist,face nail 2-Bd ; Blocking to Ranar(Toe-nailed} 2.8d &10d each end Rrdae sf w S TAY/ I 9 - t.e>Section ase VV II P ( ) end i` ff/ IN LIEU OF STRAP. 2 staples,1 3/4 _ i Rim Board to Ratter End nailed 2.16d 3•t6d each 1 2"subfloor to joist or girder,blind and face nail 2-16d ¢ wall FYaming Henan �,,,, fi J g - - (see Sectiona.2j r RakeOverhang Framed ICE SHIELD UNDERLAYMENT Sole late to oist or blocking,face nail 16d 16"D.C. = Top Plates at intersections (Face-nailed) 4.164 5.16d i at to nts '_` '„�;: REQUIRED P 1 9, { /' ..'r-;-:n; wror Structural ou looker Stud to stud ll`ace•nallad) 2.160 _ 2.16d I 24'o,c, Y7:.-,:�-. ,:.�::. ts<n s<cdan as and a.l) TABLE 8301.2 Top or sole plate to stud,end nail 2-16d -eader to Header(Face•naned) led ted 1 16"d.c,along edges �' Stud to sole late,toe nail 3-8d or 2.164 ' rt� "'� *' r _ - - -- - ,, ,� ARCHITECTURAL SERVICES R HIT ES P Floor timing _ 't - - f Wind Double studs,face nail 10d 24"D.C. „ \1� 1:11na121,11 a / "Jdisi 10 SdL T°P Plata or Guder(Toe-nailed){Fig.14) 4.0C V�4.704 each end ' tsee s"<uon 4.21 2 Water Mill,NY 11976 GROUND ' HURRICANE TIE TYP SEISMIC Double top plates,face nail 10d 24"D.C.o.c. Blocking to Joist(TOe•nai!ed) 2.8d 2•i0d each end n.,. `$,. /�' . �l SNOW DESIGN Sole plate to joist or blocking at braced wall panels 3•t6d 16"D.C. Block ng to sill drTop Plata t'oe-nailed 3.16d 4-1sd ph 631.726.5649•fax 631.726.5649 ) ea0h block •,.-(I4� E'•-_,.A:." " ,�.;:,`,.,._:�.,.,.,, SPEED _ LadgerStr; to Beam or Girder Face•reigged a^ ` it I i `' gwtietjen@yahoo.com LOAD (mph) CATEGORY Double tap plates,minimum 48-inch offset of end joints,face nail in p ( ) 3.164 4•i6d each Joist t ,. RanerarTm,.,,nn¢ttion,:�. r,1 ALTERNATE POSITION OF lapped area 8-16d Joist on Ledger to Beam(Toe-nailed 3.8d 3.104 each end �. t,a se<non e.4t ,b 3'it `1 9 ) ';.. 11 20 Sf 130 B Blockin between oists or rafters to to late,toe nail 3-Bd . Band Joist to Joist(Endmaited) Fi,14) 0-led 4.1sd eadn era ~.r:" f '', HURRICANE CLIP fi% .-. ...i'lo..-naillso). 11 11-. 1111........-.1111......1111...-1111............ ..1111.... e....lot -'.�, �. .;� f.' � ' �'I � i Rim joist to top plate,toe nail 8d 6"o.c. Band Joist td.SBLor Top Plate Toa-named fF+g,141 2-18d 3-78d per fact a ev `� ,% , I : 4 SUBJECT TO DAMAGE FROM Top plates,laps at comers and intersections,face nail 2-1 Od 5 Roof Shsathing " '-- ? 3 e C I j : 11 ti w „ 1J sw� Revision: Description: Date: Built-up header,two piece with 1/2"spacer 16d 16"D.C.along each edge Wood 5tructurat Panels r E srtw f 'h"^1,111 ,'"!" � i;�'" E •, "1 '�" . Weathering Frost Line Depth Termite Decay Contlnuedheader,twopiece 16d 16"o.c.along each edge rafters ortrl.ssesspaced c,pto16'oc Bid 1Dd 01 edge46`,field � 1,ti \ - -eC ^a 2r r it 3-8d _ rafters or trusses spaced over 16'o.c. ad led ? 4°edge 14 field sig plat- `'�",�., ''''a.,�,*. 'o i„ ii «•^'^,r',�`r,,,,M, END Ceiling joist to plate,toe nil 1- SIMPSON H2.5 HURRICANE )a Severe 36 Heavy To Moderate Moderate To Slight gableendwallrakeyrraketrusswiogableoverhang � 8o lod 8'edgeI6"field (See I y ?. ,,,z `>i; I ? ip,;r t'` :E',,,„^": NST ` . ' y Continuous header to stud,toe nail 4•Bd gable andwall rake dr rake truss W;etrucmr4l 0d god ' E'edge!fi'field �'" # ,?:k"« - TIE TYP AT EACH Ceiling joist,laps over partitions,face nail 3-1 Old - "' " " �' Winter Design t Flood Air Freezing ,0a �bh�e wallrakewrakatr�aaw/task°ulblddka ed too � 4radgara"fold -I.0 ' `:..~ �• �,f"J I RAFTER-TO-PLATE Ice Shield Underlaymen Ceiling joist to parallel rafters,face nail 3 ab� , 111 Placing anon at r ; , ud TempRequirement Hazards Index „ b 1 %;= Nis.Laction .2) Caltingsheathing _ ' 'a,,.>:e,�;, �.,,�,�.,�..,� ,�'„ - ie.nan<nan4.2, CONNECTION. USE 5-8d Raker to plate,toe nod 2-16d a , "5,,, d 11 None None 599 1"brace to each stud and plate,face nail 2-ed _ t Gypsum Wattbonm ad coolers 7"edge i 10"seta' Anchorage `,� t� 0r•' - PROVIDE 8 COMMON NAILS AT RAFTER AND NAILS @ 4 O.C.AT ^`"''I'rzv m.h'"Y, --'.°� - ,r r%T "-,,,^1•• e / •�,'y "`-.w"a Sectio 4, n 2staples,l3/a - LV allS3r"eathing -__ ` �'- (..ase,:°1tlns22ian1;'s) '/ `�' ice<sec8on4s1 5-8d NAILS AT TOP PLATE y< EXTERIOR EDGE OF ALL 1"x 6"sheathing to each bearing,face nail 2-8d - Wood Structural a.els EXPOSURE: (R301.2.1.4) B URBAN,WOODED ❑ 2 staples,l 3/4 toads arligst,d C OPEN,COASTAL studs PEo24'o0. ad (oil sdadget72"fekt I..,S lion4.2, LSTA SHEATHING. ® 1"x 8"sheathing to each bearing,face nail 2-8d i:'z`and 25'32"F1Dsrbaertl Panels ad' - . 31 edge i 5"Heid DESIGN LOADS 3staples,13/4 APA RATED PLYWOOD TO t�Gypsarn Wal'board 3d coolers - r'edger 1'J"ilei; 24" -L I 1 Wider Chant"x8"sheathing to each bearing,face nail 3-Bd - „, .,,v..:.:. . .........._.,..,„.,,.._.,._,....,,_..-...,.........,...;,......._<q<j;,Sn c:w%„r::r,- ..:,r;;;:r.geJIQ`to>:�;: EXTEND TO TOP OF TOP 0- METAL STRAP SOIL:MINIMUM BEARING CAPACITY=2000 psf a staples,t 3/a t;F7oorsheathingr'f PLATE. TYP AT EACH STUD W/ Built-up corner studs 10d 24"D.C. Woad Structural Panels _T BLDG: Built-up girders and beams,2-inch lumber layers 10d Nail each layer as follows 1°or less 8d tad 1)°edger 12"held 5-8d NAILS AT EACH END FIRST FLOOR (U364� 32"D.C.at top and bottle,and grsatsr than 1" 10d led 9"edge I E`Veld LENGTH LIVE LOAD=40 PSF DEAD LOAD=10 PSF TOTAL LOAD=50 PSF staggered.two nails at ends and at each Splice 1 Corrosion resistant 11 gage moose nails and 16 gage staples ere Permitted.check IBC for additional requirements. SECOND FLOOR (1360) 2"planks 2-16d At each bea ng usneveryothennailhole cur LIVE LOAD=30 PSF DEAD LOAD=10 PSF TOTAL LOAD=40 PSF Roof rafters to ridge, or ht rafters: NafiSs.Unieasotherwise ateted,sizesgiven for nails arecommonwiresizes.Box and pneumatic nelisolequivaknt :,at, minimum LENGTH CS20-36° METAL STRAP code-required minimum Wit Post Or g y p 4-16d diameter end¢gaol or greeter length to the specified common sells maybe substituted unless otherwise prohibited. , comer-tocenter END comer Post TYP AT EACH JACK POST f09 nal) spaang for nails LENGTH Per Plans ATTIC NO STORAGE (U240) face nail 3-1sd ,., W/ 5-8d NAILS AT EACH LIVE LOAD=10 PSF DEAD LOAD=10 PSF TOTAL LOAD=20 PSF Rafter ties to rafters,face nail 3-8d I 1 "' ___� Hous-SDS2.S END LENGTH ROOF (U240) Collar tie to rafters,face nail,or 1 1/4"x 20 gage ridge strap 3-1Od `f t : CLEAR SNOW LIVE LOAD=20 PSF DEAD LOAD=10 PSF TOTAL LOAD=30 PSF „„ .c,a Extortor Wass _ e 1 ..............,,...,....._-1_111... _ Uplift Strap SPAN DESCRIPTIONOF DESCRIPTION Oe EocFsSP<ACINGOFFASRMIeoETREsurvORTs6nche.) TatrIe11.HeaeerslnLoadtrearing ' I pertmwa7 __... r. 1111.. _ .;.. : TWI MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS TABLE 8301.5 I FLOOR JOIST wood structural panels,subfloor,roof and wall sheathing to Naming,and particleboard wall sheathing to framing a,'L, ,):.,. I i I FLR-TO-FLR HOEDOWN LIVE LOADS d commom nail subfloor,wall g HeaderSpan(ft.) k ` r,aa Numbaraf fuG•lieightstuds TYP PER PLANS USE 5/16 to 1/2 6 ( ) 6 12 ? ' W11 3. it l t `tea END ¢ x Uplift(16.) Lateral(lb,) . 8d commom nail(roof)f f .. -�/di;,y -.r ___;______ __.__ Provide minimum T LENGTH Wd Post Or ATTICS WITH LIMITED STORAGE 20 19/32"to r' 6d commom nail(root) 6 12g { 2 z•zxa,1 12x5 I 1 1 , zo3 ; ;; � PLYWOOD SHEATHING 10 }_ 1_.___-'.,..____..__..)..________..._,___ _ ^'''*�`4,`. ,r l': end distance Per Plans st - Consultants" - E ual number of 9 2-2x4,t•2x8 i 2 2 ! 1 t 905 ie6 s ` Eq n.1 WITHOUT STORAGE 10d commom nail or 8d deformed 6 12 >. - - = ^���_-J ----; Table r . _. aye trod nalls TO OVER LAP BOX 1 1/8"to 1 1/4" "". '-`�_- _ DECKS nail a z 2x8,1-2xio ; s j 2 1 nos z2z :';; nexh<nd BEAM-TO 40 ______7 ._. ,a Simpson a a g.ie H Flao•toaooraatdown P+ BOTTOM. EXTERIOR BALCONIES 60 Other Wall Sheathing" e. 3.2e9.32x12 I____.3_____ _ 3 5oa 27J + raprelu l Cs cscai<dst.p DU Atsnea wain HEADER 2 809 333 i or tt E L....u._..___ .-.-.._. I ...___1 FIRE ESCAPES 40 1/2"structural cellulosic 1 1/2"galvanized roofing nail 6d 3 6 .7 - 4.2x,Q 3.2x12 I 4 3 2 711 380 i I --' " ' SIMPSON fiberboard sheathing cam.Hall staple 16 ga,1 1/2"Ig ? 8 3 125x6 252 '•� -_.-..- ---�._. ..- ----- P GUARDRAILS AND HANDRAILS 200 1_.,__._- ..•._-.-.-__ __ L.._._4__..._..___g...- __..:,__813__.!_._-._443_._ I Tabl¢iDor11^� t',f '� HDUS'SDS2.5 9 3,125x9.625 3 3 8 ? .914 499 ,i_ DOUBLE TO 25/32'structural cellulosic 1 1/4"galvanized roofing nail 6d 3 6 __.�..,.__-_,_,._.. GUARDRAILS IN FILL COMPONENTS 50 fiberboard sheathing cam.sad stn le 16 a,1 v2"I " "'° T 2 ... . PLATE 9 P s g ; -. .._1D 3,25x1,a ; 5 4 s'__-, �o-1- 55A . Table : @ SHEAR WALL CORNERS j 1111_1111. ._ j --,�_-. _--- __.. _.__ �__:1_111__.�_. PASSENGER VEHICLE GARAGES a SO 41 3.125x12.3752 fi E u4 9 1117 NCST— 1/2"gypsum sheathing 1 1/2"galvanized roofing nail 6d 4 8 -<.__.- -____- ._..__________________,_:__1.- -,1 ;_ i 610 ; 1 !';' ` -SEE PLAN LOCATIONS - - ----- - - I ROOMS OTHERTHAN SLEEPING ROOMS 40 Com.nail staple galv.11/2"Ig, 1 Head¢rlssized seresist a20psi live Ind and a20psi dead load fora40SFRFtribuaryarea(36hwtbuildingwidthtw•o•foo, ssZ �• P!atn-ta overhang.). olio and lateral loads are from wind ressures. "S. �• 1 1/a"screws,type W or S u, p '�. `��•;<���� �-•` }hate na��ilrlg' SLEEPING ROOMS 30 2Tawlatedspans assume 20FcombmmwnglulamwrthamnmumFup2,°0°ps',F .210 pa and E=1,5o0,YJOpsi -� SEE NOTE ;` - �gaRta Po„�nP„ 2x Wall Frame H6 STUD TO RIM 5/8"gypsum sheathing 1 3/4"galvanized roofing nail ad 4 8 Plans per Plans STAIRS 40 in Xabie 5 shoved note p OR cam.Hall staple galy.1 5/8"Ig, be continuous from the bottom plate w the less than pinta•to•atud sos Connector 1 5/8"screws,type W or S I T P Per upper top plate.All panel edges shall be ''i i,. ,nail!+lg retju'�remenls In rx nmattvr.re SIMPSON CS20-20" located over framing. ,. 'tame 7 sPedrK"eons a.Elevated garage floors shall be capable of supporting a 2,000-pound load applied over a Wood structural panels,combonatlon subfloor underlayment 74t11es 7and6. I. „ Figure 14.Story-lo-Storyuplmand Lateral connecrrons '•:'::.... <' :n=�: .:::mss. e ° 1 1/4 WIDE- 20 GAGE '77� 20-square-inch area. 3/a"and less 6ddefonnednailor8dcom.nail s 12 a HoltlDowna.HOlddownswithawpactyiti PROVIDE SIMPSON METAL STRAP @ EACH STUD b.No storage with roof slope not over 3 units in 12 units. c.Individual stair treads shall be designed for the uniformly distributed live load or a 300-pound 7/8"to 1" 8d deformed Hall or 8d com.nail s 12 accordance with Table 12 or 13 are required - - I Plans, i n accordance anc Assemblies.tit i.Rake events given in 1,wall-to-wall,8(SeeFigure and wall-to-foundation Walls connections shall be at each end of a afiear wall tine.When(vii in accordance with the;requirements given in Table 8(See Figure 15).Walls which eta not support the roof HDU 2-SDS2.5 Z STRAP TO STUD concentrated load actin over an area of 4 square inches, whichever produces the greater stresses. '' ,`''' S g q p 9 1 1/e°to 1 1/4" 1 Old commom nail or 8d deformed 6 12 height segments meet at a coma,a single assembly and ore attached n accordance with Table 2 neat no additions uplift connections.Where gable s"'PI"1B @SHEAR WALLS CORNER w/ 5 - 8d NAILS AT EACH d.Asingleconcentratedloadappliedinanydirectionatanlypointalongthetop. nail hold down shallbepermittedtobeusedty ` r :'.: _ weteupitnstaps end rake trusses amused(Figure l6),rake truss-to•studconnections shall resist the uplift and lateral loads IS.Attics constructed with wood trusses shall de designed in aacordance with Section 8802.10.1 - • resistlheovertu n R forces directions U n"'= ':.::, 0 neforteTaweTora -SEE LAN LOCATIONS END g Forst:1 inch=25.4 mm,1 foot=304.8 mm,1 mile per hour 0.447 m/s;1 ksi 6.895 MPa. B 1 provided by ffie truss designee Where,ntkG Overhangs are framed with structural ouilWkers(Figure 17), �T1, f.See Section R502.2.1 for decks attached to exterior walls. when sized to resist the larger load and the provide rake overhang-to-wall,wall-to wall and wa l-to foundation connections per the WFCM.Uplift a.All nails are smooth-common,box or deformed shanks exceptwhere otherwise stated.Nails used forframing and sheathin rwnnections shall have 9 9 comer framing in the adjoining walls is Fun ooubl<Header fomes fora 2 foot rake overhung framed wiN struMunl oudookers aro provided in Table 9. a,> minimum average bending yield strengths as shown 80 ksi for shank diameter of 0.192 inch(20d common nail),90 ksi for shank diameters larger than 1l Q,'. ALOWABLE DEFLECTION OF STRUCTURAL MEMBERS TABLE 8301.7 0.142 inch but not larger than 0.177 inch,and 100 ksi for shank diameters of 0.142 inch or less. faStti ed together to transfer the uplift load Haight 11 -- d+',�- stud 1If;•,-•JackStud_,._ Tatrk8.Wag ConnectionsVnrRdisaffAssemDffes _ 2 -#5 REBAR (See Figuresl9aand14b).Acontinuoustoad .,, - HnderupanStrap cr1 NAIL SHEATHING TO SILL PLATE FLOOR JOIST ALLOWABLE b.Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width. ti Refer torabie a HDU • STRUCTURAL MEMBER DEFLECTION psffimust bemamainedmthe fomduion. ill! Window :; 8d NAILS @ 4" O.C. c.Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. Where hold downs on a top floor align with Lateral Sill, i.,.,.,_r Y, f ! Spacing E 1 'F 3, i. aw Q' 12 44 16 18 ZO Rafters hauls slopes rater than 3/12 with no d.Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. hold downs oil a lower floor,the combined Connection ,{ Is ,,. 9 p 9 U180 capacity of the two hold downs must be Reform jt: Pa ! ' Strap to [,-,S,I.d ` 'y >'_ t "� ' finished ceiling attached to rafters 6.Spacing offasteners not included in this table shall be based onTable R602.3(2). resistcdbyanchoragetothe foundation, Table l0 'f '' 1': `;i.' Foundation 12"0.°. iG8 2 2 2 2 2 2 2' TOP OF Drawing Legend I For r ions have basic winds ed of 110 mph or ,reater,ad deformed(21/2"x 0.120 nails shall be used for attach) plywood and wood structural V. - I ' �"�"I _ -1s��o.�. 141 _2_ a_ 2___ I 2" -z z _ _ z- 2 x 6 SILL PLATE FOUNDATION .. eg' n9 Ps P gg ) attaching P Yw' �'t I t ,3 - -_,. ) ..1, A H/180 panel roof sheathing to framing within minimum 48-inch distance from gable end walls,if mean roof height is more than 25 feet,up to 35 feet maximum. II '.:•it' '1i: fl j , P'>/ '* " """" TREATED.Interior walls and partitions IN Exterior Wall Cladding,Exterior wall _ � za ' 2:z _ z 2 z s `` -s-- s CQ T g.For regions haWng basic wind speed of 100 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be cladding shall be rated for a 130 mph "•>�= a; ;, :t .. _1__!_"'" - .. ___11 "1" ' " "" '' U360 spaced 6 orches on center.When basic wind speed is greater than 100 mph,nails for attaching panel roof sheathing to intermediate supports shall be ! : STRAPPING SECTION _ _____ _ _ __ _ Floors and plastered ceilings s aced 6 orches on Center for minimum 48-inch distance from ridges,eaves and able end wells;and 4 inches on center to able end wall frame Exposure B 3-second gust wind spear dr Piatc :s " " " STRAPPING ELEVATION ------ - -- wall To Be Removed ,,p lag g g ig. - 5/8 x 12 A.B.@36 OC.U240 and be ivsta[ted per the manufacturer's All other structural members h.Gypsum sheathing shall conform to ASTM C 79 and shall be installed in accordance wit,GA 253.Fiberboard sheathing shall conform to ASTM C 208. :c„ i w/FENDER WASHER. Exterior was with plaster or stucco Ines H/360 instructions. 'I``.�_, j i.Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and m all floor � T'"' summers on Spacing of fasteners on roof sheathin F..i nil,Y gnat ✓J 130 MPH FOUNDATION ANCHORAGE Exterior walls-winloadsWlt brittle finishes U240 elockiteof roof orating sheathing gpa"ol edges applieframirs to panel edges supported b�rram�n Pmembeers and required f!ra'a 18.Fremin Arotme Falerror lva8o urn code.Floor perimeter shall be supported edges members orhseol d blocksg tubers need not be prove ed exce as re aired b other roNaions of this g Openings Wall To Remain Exterior walls-win loads WI flexible finisries FASTNER SCHEDULE FOR GYPSUM BOARD 2.1 GENCRAL LOADS New Wail SPECIFICATIONS Maximum Table 12.Percentage of Full-Height Sheathing In Minimum Building Dimension I'M 'n,e structure shalt he amchired to the foundation system to resist the toads in Table 3 and to comply with the 6X6 CORNER POST BASE DETAIL 6X6 CORNER POST COLUMN TO BEAM DETAIL 6X6 POST COLUMN TO BEAM DETAIL GABLE END WALL STRAPPING DETAIL Maximum hold down requirements in Section 4.3.For ire and truer foundation systems or pier and hewn foundation Thickness Spacing Of :IMp s' y' Of Gypsum Orientation Of Spacing Of ,'1;.! ,A�R.,,�::- systems that support the floor joists on top of the girder or beam,the Slentwall Foundation loads in Table 3 shalt YP Fasteners be used.When the flotna nm arc hu0 on lite sides of the mien or beam w h 1 ne oist hon ors,the Board Application Gypsum Board Framing (inches) Jtl e B DT r'la*vj B / New Foundation Wall DIVISION 3-CONCRETE (inches) To Framing Members , f ex er7ttr#Bgsne art ' Slab-on-Grade loads in Table 3 shall tie used.Ixdgeri;wenra permitted. I ,~" All footings shall bear on undisturbed soil at a minimum of 36"below grade. Inches O.c. , ` ` ( ) art h a ..6d 1 bd ~, 1111 All concrete shall be stone aggregate with a minimum 28 day strength of 3000 P.S.I. Nails Screws ,'j CA- ., w. r�__vd Tatrte3.FdundaBonAnctnaageloads ,a .--"^"" "",",.••^""' Owl, _ Edge Nail SpeQing ' -------- Lines ,fry r,y DIVISION 5-METALS Ceiling Either Deirection 16 7 12 w" i 4 Above , : \`- -- NOW Downs �� field N8115Pt1Cln9 .42 oC. 12'P.o- 12`48•..: '„ - 's '%�3 r-n""''� +'' i :Yyt$,'v.,�' `.. _ h Ceiling Perpendicular 24 7 12 (seeaetena)- Fr me lm!c soul((g,4ireat.}?atio(UW) i ' <" All structural steel shall be A36 steel conforming to ASTM specifications.Affidavit to be filed wit 9 Bottom Pla,e to a „ : Wall Either Direction 43s a .2J90 Alt 73C Pir' .,-, . <, , ... ..s„�,,,","w a _ :.,. tie`Slati-on-Grade 'i; o .-"-«. ,w<" .,. " building department upon request. 1/2 24 8 12 shear Corgrect3n (3;V) {3 V.) i 'iaJV.) ' ", flaYsdii ffdtlF, 1,00.:1,25'€I_Sa 1.75_'Q,00 2,25 2,5Q t 2,7$ ;5.g0 1 Fountlatians3 s ;> °, �` A' F* ` ' ----------- 9 P P q 1 a rt �' x`�t 1 .� - Lines Below All structural steel fabrication,erection,and connections shall conform to latest AISC standards Wall Either Direction 16 8 16 ,_it Common Nails) l;_ Dovndatlon"' UpIlf11 Lateral _mos?" 'n" "'• 'moi° * m. a T M` � ' $1 t t r Hold Down 4,350 ib. 3;906 ib. jF' b r f - as noted. 73oD Ib.I Su rthi n I t ,� ' t . DPc 9: ; (pirl fD).. -. ileo"- .....,� "'-', .. i•,.y` ,�. .1 . ,, and specifications type 2 construction except _.. __... €,: ri t, Ir Building Aspect Natio i Root,Ca g. .;t a::: 1E.^'` All field connections to be 3/4"diameter machine bolts unless Indicated otherwise.Shop Ceiling EitherDe action 16 7 12 "° �. 1 1 1 s t - - - - - Guidelines (L/W) .,"� z t. , and One 3 it 788 235,292: 329 1 376 t 423'470 517,564 ,30 �- ;""mak^.H:` w �,;i^ ;��t, `'s`` T�+''�",!` '-, �' connections to be either machine bolted or welded.All bolts to be A 325 friction type.Connections Ceiling Perpendicular 24 7 12 °. i Floor ! ; o :r; F: H'y' 'y F2 5/8 i 1.00 37,3 28,° ;. 23% ._. "',. «e " „ Ot r 1 construction per AISC for portal frames and shall be detailed to develop at least Wall Either Direction 24 $ 12 Roof andCenm 3 f�f,n, "` ; :. ., '" #• ��; ' ; shall be per type P P l g - i:zs -a4% 3n% '"2se ,Roo.,ce ung, : SI{I8C"r 3 M G, full allowable movement and shear capacity.All remaining steel to have type 2 connections.A 307 Wall Esther Direction 16 g 16 -_... ..-_._,. 4-, 1 ; and TWO se », 2a2 353;4z3;as4 i 554?e3s 705,776:,Vas i Tao ; r, i ' / . I._' " u a9 ' : " > > Sidarover 1,50 5195 39 : 33'ro ;,,,.,.floors '.,111. 1.,_„i,.._,,..(.,,....i...1111_,._.,. 1.11.1 1111.._....., .. �. is ''0 a .a _ bolts may be used for minor connections when acceptable to engineer. - - - - Fence .P.""," ', -. _sin,- ` -4_ -- ---37--- 11_11. _ "a,;�, 1111. ` -s. a I k., ,,,. ? 63 Y Of ,. ',..,e - - 1.75 .-._. o p% f. - %'-t t For nor.-loedbeating walls.upill connections need not exceed 60 pt. � A < { w y,�''�A�ti��'"g .,y,�:+�,:,., The structural steel fabricator shall submit shop drawings to the Architect for approval.Erection € � ' _ 1111_ : yr',--' 2.00 ; 21295 A895 42% 2 .rYf d- .e., ",i structural steel shall not proceed until the shop drawings been approved. _ Shear connection requirements he maximum building dimension IL) not exceed ffie tabulated values Mr LhV=t00 ,,., e v ,""~c I .. ... .. - ., j1 s„. ".,:,r„;: , ''''„�A-}v 1115 S P p g pp 2.25 8735. 54ac 4e9 3 Shea o,k,.,•L•<. f $,:, ti«; . ,:.rel � All welding shall conform to AISC and AWS specifications. --'� . ;. . _.. __,__. -__•j awe requirements; one required sheathing nail spacing 3'o.c.in Tebbe t2 and t3.Por reduced r' 7 7g�g } p : /"s" 2.50 72°J 58°5 49% wood structural panel shoathmg ruling re uirements of 4"and 6'oc-the shear loads can be reduced to the Bottom Plate-to- `y' 7O P'k.'0� 181 . �. -.-. --_a Frame Shear Connactiom provided in Tables 12 and 13, o-,,,�__..-•''`+.`"'✓ Steel encased in concrete shall not be painted.All steel surfaces not in contact with concrete shall _ _ _ / Door T g receive one shopcoat of approved paint,and after erection,one field coat.Omit rimer paint at SHUTTER FASTENING SYSTEM �� SI - DS2 SIMPSON R (MITERED CORNER) SIMPSON ST CAP �s• 18f O W, L 2.75 7T7o 8290 539 780 ONS location of field elds and high stregth bolts,these areas shall receive two coats once p 6 SIMPSON CB Q 6 S TC44 ITE N PC66 PO SIMPSON HGAi OKT A951 8.00 : 81% fib% ; 57% S 6 Z M R S.Sf F P _—......-....-_.......11...1..................._- - 2 2 ANCHOR BOLTS ---. 11.11..,. Roof.Calling.end Floor ' 1.00 ' 61/o : 48%' 41% connections have been completed. --' anchor . t a ear d mTable3,the O Window Tag __ _ 1111-._ 1111.., 1.25 71% 874; 48"�o Where 5/8"anch llre aro used o resist uplift,Intend,and sit loads provided tit 101 No beams or columns shall be cut by the plumbing or air conditioning contractors without approval PLYWOOD "SHUTTER" ATTACHMENT ON WOOD ! - 1.ao 79% , 84% '35%.111 st Ibeinstalledperlatble4using3"x3"xl/4"plate washers(See Figure 5). of the Architect. The structure shall be properly guyed and braced. FRAME OR MASONRY WALL �' 1,75 ; `a795 ""° sz% Grout under all column and beam bearing plates.Grout shall non-shrink,'Propak"or equal. Tatrle4.AnclroreoltSpacdngs i �' 2.00 `, e3w° Toes fi7%' J Provide loose lintels as required for openings in masonry walls and partitions. "I„, - 225 - 83 73% _ q , ..:h zsa NP'._ _�90° _ 78a".• , < ,� Uadl 73 1Section X ng f)4tpect Ftaile{ Provide holes in shop for bolted blocking,pipe penetratlions,etc.Details shall be shown on shop `w, L=' 2.75 NP` 93 "ezga rr ` '�. siati•on•Grade` Sheet A-XXX drawings for review by Architect. -�'-"- Permanent t , �� 3,ti4 NP "969% 574. Rai§ Pinar 1,ggt 1.25 t So" 2.00 z25 z50 / j 300 Foundation - Beam web stiffeners shall be provided at points of reactions. Anchor NP.No1Per a - " '-'' " "" r, Fvundetim two` � TYPICAL FLITCH PLATE BEAM DETAIL . Installedln ;supporting:, I -, �n� 4'AL 3/4"PLYWOOD SHEATHING Q__A-:. DIVISION 6-WOOD AND PLASTICS Continuous Masonry Roof,Ceiling, Detail Tag 2"x4'Trim for i +.-.-._.-.•:_. Blocxing at z4 tie --y I Y W¢king et 8nd Ong 51 59 51 51 .49 ; 44 39 38 33 " 24 SEE S T U RA L PLAN SAll framing lumber shall be grade stamped Douglas Fir ILarch structural grade No.2 or better with spavin 5/B•Expansion ` • ---< - g �- Floor _ " - 111_-1 i, ROOF RAFTERS TYP. Bolt at 24'o.c. _, .. _. .,an Fb=875 PSI and E-1,600,000 PSI. i tl f ngr,: Minimum �,x ,._I j,! s! and Two 86 ', 62 ,- 44-; 37 . 33 I 29 , 26 24 22 ; 24 PER PLANS All LVL designations are sized based on'i Level'Microllam 1.9e LVL tables for allowable uniform I""''"" " Hold Dona s t""i ' 1oOy - - - g Lag Screw __1111_.:___.__,.__ _.. _:... X - -- , 2•ted Common Nails 1 The anchor bolt spacing in the maximum building d dimension(L)need not be len than the tabulated spacing lot I.W.tea BUILT UP ENGINEERED Elevation X, .: loads&all PSL designations are sized based on the'iLevel 2.Oe Parallam PSL tables for at 18"o.c. :�_ - ~' , /at loll o.e. XX Sheet A-XXX allowable uniform loads. Floor-100%(plf)for max.live load with limited deflection of U360 and Minimum t3• 1 . ,' WOOD BEAM roof-snow load area 115%(plf)w/deflection of U240. Minimum ,,__ T =. 4 X 15/32' I !�� X All sheathing to be APA rated exposure 1, 1/2"min.thickness @ roof and walls. Plywood 15/32• t- ,' L= L.o __ PROVIDE 3!8"MACHINE BOLTS Section X, All subfloonng to be APA rated sturd-i-floor,exposure 1, 3/4 min.thickness,T&G.All edges of Minimum Plywood -- , k--'"plywood to be set on solid blocking.Glue and screw all sheets. flyural9e.CamerstUdHMdoownnera8-ssmeaw/thBlcckmg - BOTTOM Sheet A-XXX Window f Minimum STEEt..PLATE PER '-------`- ------ `-'-- ,STAGGER TOP AND H6 JOIST STRAP TYP.AT Glass anchor Bon and antis ... STRUCTURAL DRAWINGS 1111 AT 16"O!C All headers 5'-O"and over shall be supported with doubile jack studs,9'-0"and over with triple jack 3'x3 x Y/4"Plate Washer } __ wan stew EACH RAFTER OR PER ~`. .I LaE�val t $tear -BottomPmte PLANS studs.All headers shall be a minimum of 2-2_x 8 or as shown on drawing. 6,11 ....... 1 / '•-.»+n. (9�,i 'luta �-L, U - Plata � dee table 4 sailor eon R502.7 Lateral restraint at supports.Joists shall be supported laterally at the ends by full-depth4 Table rs.Ridge Strap ,,�. _/ A E solid blocking not less than 2 Inches(51 mm)nominal in thickness,or by attachment to a header, i -ontal '` ~ n. �'a `_ " -'A:,.',. '�.r � �mi i Floor Joist { -� 1•x4 arttcal � ~-,. DE(2)-3 2x8 DROPPED GIRDER ��R band,or rim joist,or to an adjoining stud;or shall be otherwise provided with lateral support toVint 1w f 1" _ _ I 1 G' ss I Hers I 5:12 4:1z 5•tz 6•tz 7:1z-1z:t2 Yr .:::est t¢(2<amtn MACH S , q9Crevent rotation. jai' @nPW I MACHINE BOLTS AT W•P �, ._ - ,,, EACH END /2"GA Window Stiffeners Window " 1 RRafSPan(F..j...- • a**r- :.;., ,i ':" ',,:.. .,� ,,,, ', ..'. r�> ti- :.' '.. .,. 18" i n shall provided at each sill Caulk ai s sap upped under `• '°•, .>..W stn Exception. In Seismic Design categories D1 and D2,lalteral restraint s a I be p SNI t - - ~� k ~I~^ '^'A1 w'4 w W' Veit, -����N 1.^m°' - / " Sill Plat CARRIAGE BOLTS 44/ a 12 136 113,,,,,, ; 88 a". ' 7@ /w / ;._._.._____..,__,_-,•-._-.___„--__i____-__.__._... 6"•r2"Iron End intermediate support. __---_ _.___ 1 a� I pp 16 102 150 !18 , 108 102 LN Plataa Foundation Wall J6�1 . . „.... ___..- .,_... ._„-_..._,.,_..,_,..............- ___._.,..111,_,.,-1 I___1._......., ( ---_ 1111.. ----- - - ---- ---- - - -- - - - - - - - - - - - - - -- - - - - - - - - - - , 4x4 TREATED Z 0 R502.7.1 Bridging.Joists exceeding a nominal 2 by 12'shall be supported laterally by solid nimum zo zv 188 147 135 127 O m_ O O 1 ,�___._,. ____l________,_____-,;-.�,._m.•.-. POSTS blocking,diagonal bridging(wood or metal),or a continuous 1-inch by 3-inch(25.4mm by 76mm) _ ;_� - __ ? 24 272 226 177 162 I 1sa - „� ' o _ .. © © © i strip nailed across the bottom of joists perpendicular to joists at Intervals not exceeding 8 feet -. __:_ _ '� ~' Plate T 2B .: 318 263 206 16e iia Anchor t1pPR f H6 JOIST STRAP TYP.A ------------------..----_.-_-________.r____.____._.._ti_._._..._-_._-._--,--___----_--_-----w___-_-___ Wall stud (2438mm). 3z 3s3 301 236 2,5 ! 20a IST OR PER I'll T'x 3"x 1/4"Plat I ( t ... ..____________._;_...____.___..,-.._..__.,-..____-....._..._,..__...�_.-.,__y._-.,.-,-_-___1.111..-1, L4(erat -/-Bottom Plats '" 3e 419 338 265 242 229 fel -\� Se ie4 r Anchor PLANS O 9)• 0380x8 Solid blocking shall be provided for all joists and floor be as per N.Y.S.code or as noted @ Continuous -- - ::_._..... ........11: 1-1__ --_,..__.•--._-...-.....-_-.;-.__--_-.-..--__.,.._i..____._..___._.._., elate ` I if 8'-0"o.c.mm.,provide 2"space for air circulation in roof. fora'Trim '01,ii _... -,.. E �. I t - F OF All walls tannin parallel to floor joists shall have a double floor joist below them. for Spacing r\,, '.rF In Floor 4 _ _ _ L'. .--.-_.-.-..--.-_ __ _ ____ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ __ ________ ) TREATED DECK FRAMING I � � N W ° i i BEYOND PER PLANS g A .`? ' Silt Plate taxa min.l Wood Stud Wall Masonry Wall t", Double framing around all openings(skylights,stairs etc.)or as noted on drawings. - `fit' I\=Steel Strap Lapped Under - - RWge Straps � "�,�> 'P �i°r,�� `r".;1, ;) sill Plot. J„ -- ...am,.,.,��t 1„ Every Rafter - .r` 1111.-. - - -.._._._---"---'-_- _--__._.__-_____ y�l -_ _ I " 16" 16" 16" •I 16" 16" 3" I All flush wood connections shall be fastened with rated galvanized metal connectors by"Simpson FEDERAL EMERGENCY MANAGEMENT AGENCY ' `^' I • a CARRIAGE BOLTS Strong Tie"or approved equal. "` .1 plo from Ead ^� 4•. h"., atPlataa :. I OVERALL LENGTH VARIES(SEE PLAN TABLE 8301.2.1.2 Wood :w , -------------------------------_--------------.---.-.--.---_-___-_...--.-----._-__..-.....-----.-....--..__-.......-__..................................-...-............................_...................................... ,� -_1111...-- K All exterior nails shall be hot dipped galvanized. WINDBORNE DEBRIS PROTECTION FASTENING Structural "` I;: ;.' -:;.~ _:4 i GIRDER OR PER PLANSC All roof rafters shall be attached to the plate and stud with galvanized hurricane type connectors SCHEDULE FOR WOOD STRUCTURAL PANELS ; Anchor 3'X1/4'Plate tipitt waiistud - -_. `.,, 3"x 3"x alt Plata Washer } "'r-% by"Simpson"or approved equal. For timber pile foundaltions,provide hurricane clips at all xa1 '.Bottom Boit `` . a� sena, a West Mill Road FASTNER SPACING(inches) "�, pro"em- ; 2° ttia' I J %raottom Plata perimeter joist to girder connections. ,y"', Z / ".. % Steel Strap lapped Under FASTNER 2 "'.r g / Bolt Pill to MATTITUCK,NY Al:pre engineered lumber shall be'iLevel'TJI series wD+od"I Beams"and LVL roducts ore equal. 4 feet 6 feet a C A 7 ml"• ,l__� t ,u SIMPSON ADJUSTABLE POST P q TYPE y ;r "*t`. f N i t g v slat•.. BASE TYP.PER PLANS All joists,girders,and headers shall have bearing stifferners installed as per manufacturer's Panel span <Panel span <Panel span 4. -p ( �1, 4 , i ns.Web stiffeners shall be required at all load and hearts points at a minimum.A <4 feet <6 feet <8 feet �' � � (,> yJ / r ' recommendations. q 9 P PYRAMID AM single 1 3/4"rim joist shall be required at floor perimeters.Handling,storage,and erection of - - �, ' 3 = - components shall be as per manufacturers recommendations. �� ` s•,2"homEnd Date 01/23/2017 2-1/2"#6 Wood 16 12 9 orpiar¢a _ AMID LAW DIAGRAM Scale: l/4" 1'0" 3�� ,p5�... ; .r,, , Screws ,� Rgure5.AncharBottsflesFstlngBpllfLCatrral,and Shear Loads. SEE DRAWINGS . �• - 1. All multiple LVL products to have 2 rows of 3/8"diameter hot dipped galvanized machine bolts @ ".: ":;. :•, 11.11., /+ 16"o.c.with staggered placement. 2 1/2"#8 Wood Rgure21.Ridge Strap Connection Detail "3 ANCHORAGE AT OPENINGS .,"''`,.`-•.":'�:. C.I.P.CONCRETE SONOTUBE Code Requirements 16 16 12 Additional anchorage shall be installed on each side of any exterior wall opening that contains a header that ::., , DECK FOOTING,3'0°BELOW Screws resists wind loads see Figure 18.The anchorage shall resist the loads in Table I1. - t• . �t GRADE MIN. ( g } B , 7 1111. ........ _.............. 1....1.... . ... M002iraw 1 0 N N N .Lo N 1 2 TwArvch. 20 201 ARCHITECTURAL SERVICES Water Mill,NY 11976 ph 631.726.5649•fax 631.726.5649 gwtietjenCyahoo.com Revision: Description: Date: FConsultants: M. BAT M. BEDROOM BEDROOM 2 W.I.C. Drawing Legend --- - -- - --= Wall To Be Removed --- -- --- -- Wall To Remain T nn UU0 New Wall o 1>< I � Z . 0 0 N N ; ; N N New Foundation Wall i -------- Lines Above OBOOKCASE BATH ------------ Lines Below ------- — Guidelines ° X # — — — — - Fence 5" 2'-8" T-0 1/4" 2'-8" 5" 1oi Door Tag BEDROOM 1 a BOOKCASE O BEDROOM 3 ,01 O Window Tag EXISTING DECK TO BE w —� Section X ENCLOSED 1 I H Sheet A-XXX N iQ i co i X i PRVIDE NEW RADIANT NEW SUNROOM ; -' ; xx Detail Tag HEAT TILE FLOORING TYP. -' I xx Elevation X, I Sheet A-XXX zoo zoo zoz —' xx SheSection X, et A XXX NEW ANDERSEN FRENCH AREA OF WORK TO BE DONE CASEMENT WINDOWS TO MATCH EXISTING(TYP.) 11/2" 3'-11" 5" 3'-11" 5" V-11" 11/2" RO RO RO 12'-101/2" 5'c�aE� q9�, 038048"�OQ� OF NE West Mill Road MATTITUCK,NY 1 2 Scale: l/4"=1'-0" Date:01/23/2017 201 20 . 2nd Floor Plan 1 T r N 20 r N � � 02-ij 1 0 O N 20 N N 1 2 � . , e 20 201 TUDI ARCHITECTURAL SERVICES Water Mill,NY 11976 ph 631.726.5649•fax 631.726.5649 gwtietjen@yahoo.com Revision: Description: Date: , . ;. ; .. C It t �...,, . : onsu an s : : : . .... „: . , .. Drawl n : d . .. . , : , 9 9 .: .-. - - - - - - - --- WaIIT BeR v o emo ed :.. .. „.. <. :. . ; . Wall To Remain . . . ..,,.....--."' New W II ... ;. .� a o : . . .. . . . . :.. , . : ...: N N W N .. Ne Foundation Wall . . ------ Lin A v :`. es bo e _.. ------------ Lrnes Below . , : . .. ... . : ...,.. .>..: .. _ ... ----.---•—.- Fence . , Door T g : .. O . .. 101 a . . .. . ,..; ., , .. ,:._.... ..:.... . ; : - : . ::...: ...... ::.. Window T O g T O ....... >. : :... .... 101 . ... I ... . .. . . . .. .. -: ...... 1: -;� . AX XX C— . . ... . .... ;_ Sheet A-XXX NEW SKYLIGHT ; . . ,, :.�..3a :, TYP. . . ( ) ,., : ::: w , . ...: 300 "' 301 302 .: _.......:,. :. Detail Ta O O O . :: .t:.:..:. 9 . . . ... .... ..... . ... . xx . . .... . , : . .. : : ..... . . . \. X ... . ... . Sheet�A XXX .... : .... ... .... ... .. . xx :... . , . NEW COPER STANDING ' ,• �` xx Shete�A XXX _� , : SEAM METAL ROOF OVER `' > r'. DECK ENCLOSURE AREA OF WORK TO BE DONE %<: ; ` y HALF ROUND COPPER GUTTER TO MATCH ,'SIR E D ,q'q ROOFING(TYP.) Q�0 W' )11/ t' m m N 71�- 9�' o 038040 N � Q` SOF NEW*O lest ill Road MATTITUCK,NY 1 2 Scale: l/4"=V-0" Date:01/23/2017 20 201 Roof Plan 1 _ r N 20 '- N O J A TA rch. STU'DI'O ARCHITECTURAL SERVICES EXISTING ROUND TOP FIXED Water Mill,NY 11976 ph 631.726.5649-fax 631.726.5649 WINDOW TO BE REPLACE WITH gwtietjen@yahoo.com 1 SIZE SMALLER wtiet)en@yahoo.com NEW SKYLIGHT Revision: Description: Date: (TYP.) I NEW ANDERSEN FRENCH CASEMENT WINDOWS TO oo 201 ,202 MATCH EXISTING(TYP.) I ------- - -- -- - - ---- - - - ---------- - - - - - -- -- - - - - - - -- -- - - - - - - - ----- --- - - - - - - -- LINE OF FINISHED FLOOR AREA OF V'VORK TO BE DONE Consultants: 1 Elevation Scale: 1/4" = 1'-0" Drawing Legend - - - - - - - -- - - Wall To Be Removed Wall To Remain EXISTING DORMER AND " .... ll WINDOW TO REMAIN New a _ New Foundation Wall NEW SKYLIGHT (TYP.) -------- Lines Above ------------ Lines Below NEW COPER STANDING SEAM METAL ROOF OVER — — — — — Guidelines DECK ENCLOSURE — — — — - Fence EXISTING DECK TO BE iot Door Tag ENCLOSED M. ATH SITTI G ROOM - NEW SUNROO 101 window Tag 0o NEW ANDERSEN FRENCH CASEMENT WINDOWS TO I J Section X,MATCH EXISTING(TYP.) xx Sheet A-XXX 0 Cl) --- x ---- Detail Tag x Elevation X, — PRVIDE NEW RADIANT xx Sheet A-XXX HEAT TILE FLOORING TYP. Section X, AREA WORK TO BE DONE xx Sheet A-XXX OW FAMILY ROOM ENTRY ,RED A9c Q�U W. a , kp- 2a :'. 9�F 038046 OQ� F NEW BASEMENT Section !'!fest Mill Road 2 = t , MATTITUCK,NY Scale: 1'-0" Scale: 1/4"=V-0" Date:01/23/2017 Elevation & Section A-200 Twfi, e STUDIO ARCHITECTURAL SERVICES Water Mill,NY 11976 ph 631.726.5649•fax 631.726.5649 gwtietjen@yahoo.com Revision: Description: Date: Consultants: Drawing Legend - - - - - - - - - - - Wall To Be Removed Wall To Remain LLL Lj 0, =,-,. .y New Wall New Foundation Wall -------- Lines Above ------------ Lines Below --------- Guidelines — — — — - Fence 101 Door Tag 101 Window Tag J Section X, Sheet A-XXX x ; xx Detail Tag x xx Elevation X, Sheet A-XXX x Section X, xx Sheet A-XXX aEDW. q9c 038048" Q� OF NEW y0 1 Isometric View Scale: 1/4" = 1'-0" West Dill Road MATTITUCK,NY Scale: 1/4"=V-0" '-0" Date:01/23/2017 Isometric View A-201---Jl 0 C N\j 20 C\j 2 TmArch. 20 201 STUDIO ARCHITECTURAL SERVICES Water Mill,NY 11976 ph 631.726.5649-fax 631.726.5649 gwtietjen@yahoo.com Revision: Description: Date: Electrical Legend ........... Single Pole Switch tSingle Pole Switch With Dimmer d Three Way Switch t3 Duplex Receptacle Outlet Duplex Receptacle Switched Outlet =0:220 v 220 V Receptacle Outlet =()�GFS GFI Duplex Receptacle Outlet P Weatherproof Duplex Receptacle Outlet Duplex Receptacle Floor Outlet is + Waterproof Ceiling Fixture WP Recessed Ceiling Fixture (0 ) .................. LO 7 :1cli Surface Mounted Ceiling Fixture _----------............—-------------- .................. ............... .......... Surface Mounted Box for Hanging ............................................. T P Pendant Cabinet Fixture ._.................. .............. Z_ Wall Mounted Fixture TO EXISTING LIGHTS Waterproof Wall Mounted Fixture K%p AS REQUIRED Telephone Jack AS REQUIRE TV Jack .................................. LIP'\ Computer Network Jack Thermostat OSmoke Detector Carbon Monoxide Detector El Alarm Key Pad Floor Mounted Up-Light 1pE D ARc C> NN. 114 rr 7- 0 03801% yoQ�c OF Nf-\,N West Mill Road MATTITUCK,NY 1 2 Scale: 114"=1'-0" 201 Date:01/23/2017 200"" 2nd Floor Electrical Plan C\1 20 C\1 E- 1 01-i 1 C\jO N 20 N N 1 2 T®A ' 20 201 STUDIO ARCHITECTURAL SERVICES Water Mill,NY 11976 ph 631.726.5649•fax 631.726.5649 gwtietjen@yahoo.com Revision: Description: Date: Consultants: ........ F1 . Al . I \��,,1 ;Q� C:::::: Drawing Legend Wall To Be Removed Wall To Remain New Wall I --- � New Foundation Wall ------ Lines Above ------------ Lines Below 0"....... ......................._....... Guidelines x4x ----••----•- Fence Door Tag (3)91/2"LVL HDR 101 Window Tag U Section X, Z Sheet A-XXX W x ; X a xx Detail Tag zo N """" X N CV x xx Elevation X, Sheet A-XXX (3)2"X 8"FLUSH HDR x � Section X, xx Sheet A-XXX (4)2X6 POST(TYP) RE D I \N TSF oyi� n 0. 038046 OQ` OF N Ew West Mill Road MATTITUCK,NY 1 2 Scale: 1/4"=1'-0" 20 201 Date:01/23/2017 1 Roof Structural Framing Plan T r N 20 r 0 0 A