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HomeMy WebLinkAbout40782-Z Town of Southold 1/5/2017 P.O.Box 1179 m. 53095 Main Rd ��,��so�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38763 Date: 1/5/2017 THIS CERTIFIES that the building ALTERATION Location of Property: 690 Albertson Ln., Greenport SCTM#: 473889 See/Block/Lot: 52.4-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/17/2016 pursuant to which Building Permit No. 40782 dated 6/17/2016 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 REPAIRS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Kutchins,Algren of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40782 12-29-2016 PLUMBERS CERTIFICATION DATED 0 t ed Signature o�svt�-�o TOWN OF SOUTHOLD BUILDING DEPARTMENT y 2 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#: 40782 Date: 6/17/2016 Permission is hereby granted to: Kutchins, Algren 288 Lafayette Ave Brooklyn, NY 11238 To: Alteration/repairs to an existing single family dwelling. Engineer certification/plans to follow. Replaces BP# 38798 At premises located at: 690 Albertson Ln., Greenport SCTM # 473889 Sec/Block/Lot# 52.4-5 Pursuant to application dated 6/17/2016 and approved by the Building Inspector. To expire on 12/17/2017. Fees: PERMIT RENEWAL $300.00 Total: $300.00 ocringspector TOWN OF SOUTHOLD BUILDING DEPARTMENT co TOWN CLERK'S OFFICE o • 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#: 38798 Date: 4/22/2014 Permission is hereby granted to: Kutchins, Algren 288 Lafayette Ave Brooklyn, NY 11238 To: Alteration/repairs to an existing single family dwelling. Engineer certification/plans to follow. At premises located at: 690 Albertson Ln, Greenport SCTM # 473889 Sec/Block/Lot# 52.-4-5 Pursuant to application dated 4/15/2014 and approved by the Building Inspector. To expire on 10/22/2015. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $400.00 CO -ALTERATION TO DWELLING $50.00 Total: $450.00 Building nspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 / Date. '611611 (, New Construction: Old or Pre-existing Building: X (check one) Location of Property: 690 ALBERTSON LANE GREENPORT House No. Street Hamlet Owner or Owners of Property: //�(,Lzr_:: tti!n Suffolk County Tax Map No 1000,Section �� Block Lot Subdivision Filed Map. Lot: Permit No. 38798 Date of Permit. Applicant: ad4ago�j Z ��G��tof� a Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate:_ (check one) Fee S tZCM"Z)lX;b SN (Um' a U�'� JUIN 16 2016 ApIllicant SignatGe- BUILDINGDEFE TOWN OF SOUTHOLD pF SOU��®l Town Hall Annex AL Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 .r® ® �® roger.riche rt(a�town.southoId.ny.us 01yC®UNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Kutchins Address: 690 Albertson Lane City: Greenport St: New York Zip: 11944 Budding Permit#: 40782 Section. 52 Block: 4 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Advanced Technology License No: 35698-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat Duplec Recpt 21 Ceding Fixtures 7 HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 4 Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 2 CO Detectors Sub Panel A/C Blower 3 Range Recpt 20A Fluorescent Fixture Pumps Transformer AppliancesDW Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200A Switches 21 Twist Lock 11 Exit Fixtures TVSS Other Equipment: 4- Combination Smoke/CO Detectors, 1- Exhaust Fan, 3- ARC Fault Circuit Breakers Notes: Inspector Signature: Date: December 29, 2016 0-Cert Electrical Compliance Form As i OF SO(/T�OI - cour�v,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 NSPEC N [ ] FOUNDATION IST [ ROUGH PLUMBING [ ] F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 14, 1) exZ� P DATE �' INSPECTOR f OF SOIRS Uryolo ' V TOWN 'OF SOUTHOLD. BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION�1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIW SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ 11-CODE VIOLATION [ ] CAULKING REMARKS: ' DATE INSPECTOR 00 Uly so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Aft QK yoyl--- '�7-c �. DATE . I INSPECTOR Of SOUjyolo b 401 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION J [ ] FOUNDATION 1ST ROUGH PL 13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR SCHNEIDER , 1 4069 CHESTNUT STREET SEAFORD,NY 11783 JUL 2 2015 (516)729-9646 SARCHWORKS.COM _ ~ KDG DtPf June 17, 2015 _ Tcr;Jr.;,r ,;,; ;,Jill P Building Inspector Town of Southold Building Department 54375 Route 25 PO Box 1179 Southold, NY 11971 -- - --RE:--690-Albertson Lane (Permit-#-38798)-- ------ — -- - - - -- --- — Certification Letter. To whom it may concern, This letter is to certify-that I am the Architect of Record for the renovations being'conducted at 690 Albertson Lane. I have intimate knowledge of the existing conditions; as well as, the work completed to date as part,of permit#38798. I hereby certify that the rough framing, strapping, plumbing system and roughs; as well as, the insulation at the floors, walls and ceilings at the above referenced project has been completed to my satisfaction and is in conformance with the plans prepared by this firm, the design requirements of'the Town of ,Southold, and the Residential Code of New York State. Furthermore, I have inspected the existing foundation system and found it to be adequate to support the rough framing which bears upon it. I am available to discuss at your convenience. Sincerely Ac P,H. ;ouglasSRalph Schneider,AIA, NCARB � y O 03 s qTE (0)F �� �; � : o � • • lh.MM�� • 1 1, ROUGH FRAMNG PLUNMING � - 1 • STATE ENERGY CODE �! a I Mid' - ADDIT,f• r 1 � � � ► ' 1111 .1 f' ���i� OF MWEEMISTOW 9TH �k ME IMM momw�wwmm fd<>•°I�1� ill' �'/' .�' � � 01011 •;y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthForLnet PERMIT NO. 36-1 R Check Septic Form N.Y.S.D.E.C. D C D Trustees Flood Permit Examined 1-1-1- 20 14 Storm-Water Assessment Form APR 1 214 Contact: Approved t 201 Mail to: Disapproved a/c BLDG DEPT (� �L� TOW i " HO Phone: Expiration i 20 / r eo _m AS NOTED A�p � ®� Building Inspector L � B.P.# 3O DATE: FEE By tPP�ICATION FOR BUILDING PERMIT NOT FY B 81� N 10 4 PM TF R THE Date— Li L , 20A_ FOLLOWING 2 INSTRUCTIONS FOLLOWING INSPETV'��CQUIREC 1 F Ug�o��Mt4Fe a. co etely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of pl t PJVVV&n foP6 `Fee according to schedule. �. Iwing location of 1 and of buildings on premises,relationship to adjoining premises or public streets or areas,anti ay�SUNSTRUCTION t RUST c�vereddby tfii9ap licati ay not be commenced before issuance of Building Permit. d. �i§; ', VIN&Jnn- uilding Inspector will issue a Building Permit to the applicant.Such a permit shall be re ise�F* fl��o�i�s on throughout the work. e. sh l e fi i @li s whole or in part for any purpose what so ever until the Building Inspector issues a 699 uI ON ERR f. � g 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,housmi code,and re latio s,and to admit authorized inspectors on premises and in building for necessary inspections. a x ( gnature of applicant or name,if a corporation) (Maliting address of applicant) 1(2-325 State whether applicant is owner,lessee,agent,architect,engineer,general contractor, electrician,plumber or builder dw �J fz�, Name of owner of premises A Lcyz_e o ?• Kkj-C-c4- . (As on the tax roll or latest deed) If applicant-is a corporation signature of duly authorized officer 4 , (Name and title of corporate officer) . Builders License No. `�— Plumbers License No. Electricians License No. Ta u' C 6ai C, Other Trade's License No. v 1. Location of land on which proposed work will be done: (' House Number Street Hamlet County Tax Map No. 1000 Section &2-00 Block LA-Co Lot Subdivision Filed Map No. (pro Q o3 Lot 61k13 e t� 2. State existing use and occupancy of premises and intended use and occua=y pf pr`posed construction: a. Existing use and occupancy -�r� b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work Se-e— c.1+,.jt�af:o (Description) 4. Estimated Cost LAO t 00,-)• c.)i.�) 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 3 3 Rear -331 D_ epth -341 Height Zy Number of Stories �. Dimensions of same structure with alterations or additions: Front 33t Rear 33 Depth 33 ot Height 2y f Number of Stories Z 8. Dimensions of entire new construction:Front 1J `7' Rear Depth Height Number of Stories 9. Size of lot:Front Rear -329 • —+V Depth SL • 4 10.Date of Purchase bre--- 2 o 1 1!-�) Name of Former Owner �---• �:►n 11.Zone or use district in which premises are situated p -b� 1 o o 0 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO CK 13.Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO JCC. 2 tSr LcA"ek 't"e 31Z���1 14.Names of Owner of premises.MA c ch kv f.-) AddressBK, A tj 1123 Y Phone No. Name of Architect Address Phone No Name of Contractor Avg win Cove - Address R6 L30A o4_-)l Phone No. A3.1— 29)— O k+q 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO * IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO X * 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 dataonsurvey. 18.Are there any covenants and restrictions with respect to this property?* YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) �hh SS: COUNTY OF A),L h fl Y u A &L-ET AAS being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the )te (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn TT o efore me this day of 20 I a- Notary Pu licV��§ignature of A li t ANA M GAVILANES Notary Public-State of New York N0.01 GA6277162 Qualified in Bronx County My Commission Expires . 1 Scott A. Russell , ek- James A. Richter, R.A. SUPERVISOR .E. SOUTHOLD TOWN HALL-P.O.Box 1179 6 Z 53 i oalU S OL� R 11971 Telephone#: (631)-765-1560 '� Fax#: (631)-765-9015 MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.USRICHTER@T SOUTH .US APR 1�20�� Office of the Enginee Town of Southold BLDG DEPT TOWN OF SOUTHOLD STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) PLEASE NOTE:All Contact&Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) PROPERTY OWNER: (if Different from Applicant) NAME: lq l-ch 'ro VACL,64 1_ NAME: Z'oyo"�— ADDRESS: 2— 8 Oka &1'42 ADDRESS: Telephone Number: / Z]Z , ea/ I Telephone Number: Completed Applications can be picked up at the Engineering Department after being notified by the Department,or; it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x 11"Envelope&Appropriate Postage. DATE: 4 , 3 , 2—p i q Property Address/ Location of Construction Work: .aCIL 1\I6e_d k-6-vA LeL-me- S C T M #: 1000 5a Q 4,00 iso. r�6WAA006 1 JJ:J i(afl4 District Section Block Lot of S�1n'f la(n a!� 5 Required Documents for Stormwater Review: Copy of Complete Building Permit Application. Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created,and/or when existing Roof Systems,Driveways,Patios or other Impervious Surfaces are Re-Surfaced. De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations,Replacement of exterior Doors&Windows, Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. A Complete Description of the Scope of Work Proposed under the Building Permit Application. rK A Completed S rm ater Revi C st. If No or NA are Indicated, Justification is Required. * ** FO EN i IN G DEPARTMENT USE ONLY Reviewed By: Date: I°Lr AVonal ❑ Anformation Required r �ID5UFFQt CHAPTER 236 STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST q - 7_0 1� DATE: APPLICANT. (Property Owner,Design Professional,Agent,Contractor.Other) `S NAME: A ��VIZ N � (4 J—J Vl SCTM *: 1000 52. 5',oc� Distract Section Block Lot Telephone Number: �( Z Z1 S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided[ 1. A Site Plan drawn to scale Not Less that G0'to the inch MUSTYES If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries OMM _ L&-V& b. Total Site Acreage. , `'-s '4'c,-- —e— S c. Existing -Natural & Man Made Features within 500 L.F. 0�0 4, C of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 000 e. Limits of Clearing & Area of Proposed Land Disturbance. M0F�71 wrs L I'L"-. c.e. S -tri Qac, c—t f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) OMM cv,c, g. Location of all existing & proposed structures, roads, MM S(,L CV-E. driveways, sidewalks, drainage improvements&utilities. h. Spot Grades& Finish Floor Elevations for all existing & M✓�0 ,� r proposed structures. 1. Location of proposed Swimming Pool and discharge ring. MMD j �� /��, �{v r j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). MM�✓ �� fir► 5 I Location of proposed concrete washout area(s). N A ��- m Location of all proposed erosion&sediment control measures. 000 fJ/ C. vLow�.ed,P-S c� (S Jnr i 2. Stormwater Management Control Plan must include Calculations showing A k\ yj r,{Z jnAeA i0 r that the stormwater improvements are sized to captuie,store,and infiltrate �OO 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. ti Q� "vv2 L v t. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. b Construction Entrance&Site Access. 0�0 c, Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) MMM d. Leaching Structures (e.g.infiltration basins,swales,etc.) arc 11114 FORM 11 SWCP Check List-TOS JAN 2014 q��yOF SOUIyD Town Hall Annex Telephone(631)765-1802 54375 Main Road g Q2 P.O.Box 1179 G Q roger.richert -o`wn soufro d nV us Southold,NX 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: p�16 reV� f o ct,�l- � Date: - Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information *Name: *Address: *Cross Street: *Phone No.: -1 V . 02,1 t Permit No.: Tax-Map District: 9000 Section: SZ. oa Block: y. oo Lot: n *BRIEF DESCRIPTION OF WORK(Please Print Clearly) LOdz• In o w�yG _ f (Please Circle All That Apply) i Is job ready for inspection: YES Rough In Final *Do you need a Temp Certificate: YES! NO Temp Information(If needed) *Service Size: ` 1 Phase 3Phase 100 150 200 300 350 . 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 1 82-Request for Inspection Form OF SQ(/jyO/ O Town Hall Annex 4 Telephone(631)765-1802 54375 Main Road g p2 P.O.Box ll79 G Q roaer.richert(aow2s'outl101tl n us Southold,NY 11971-0959 p �® BUILDING DEPARTMENT TOWN OF SOFT HOLD � APPLICATION FOR ELECTRICAL INSPECTION ' - I [Address: EQUESTED BY: `a e5C . eA`�� Date: 1 ompany Name: ame: icense No.: � , Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: Mb \- — *Cross Street: *Phone No.: �`?�i —"7 tol-- Permit No.. -- 'Iq 7Q 9 Tax-Map District: 1000 - Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Cleady) j (Please Circle All That Apply) *Is job ready for inspection: NO oug Final *Do.you need a Temp Certificate: YES NO Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional information: PAYMENT DUE WITH APPLICATION 824"uest for inspection Form f2� p`p� Hello, per my conversation with Damon today, I am submitting this outline of work for 690 Albertson Lane. Remove all mold. New insulation and sheetrock New electrical. replace sump pump replace heater 's.f Rough in existing plumbing Reinforce all Remove boxed in cinderblocks Replace existing fixtures, doors ` Replace exterior siding shingles Please let me know if you need any more information. Thank you, Algren Po Kutchins 917-312-8211 pokutchins@yahoo.com 288 Lafayette Ave Brooklyn NY 11238 4.7.2014 To Whom It May Concern: I spoke with Michael M. Collins earlier today regarding applying for an interior alterations building permit for our property at 690 Albertson Lane. I am inclosing the Storm Water Control Plan coversheet and checklist here, per our conversation, as well as a survey and map of property,and the list of proposed work I sent to the buildings Department last week. I sent the D.O.B.my permit application on april 4th, per instruction from that office, so they have notarized copy at this time. Please let me know what else I need to supply your office with and I will do so promptly. Thank you for your time, Algren Po Kutchins 917-312-8211 288 lafayette ave, Brooklyn,NY 11238 pokutchins@yahoo.com May 27, 2014 To Whom It May Concern: Enclosed is a check for the remaining balance for the building permit for 690 Albertson Lane. The original alterations permit was 38798. The permit will be picked up next week when work starts on property. Thank You Algren Po Kutchins C E U E LJ JUN - 2 2014 BLDG DEPT. TMkIN OF SOIITHOLD SCH EIDER 4069 CHESTNUT STREET SEAFORD,,NY 11783 (516)729—9646 SARCHWORKS.COM a May 31, 2014 ,/ Damon Rallis JUN - 4 2014 Town of Southold Building Department BLDG DEPT Town Hall Annex Building TOWN OF SOUTHOLD 54375 RT. 25 PO box 1179 Southold, NY 11971 Damon, Included are amended plans for 690 Albertson Lane Greenport, New York. The amendments are as follows: We are no longer back-filling the basement; instead, we will 'be pouring a slab and installing a sump pump. The small stoop on the back of the house will be constructed with pressure treated lumber rather than masonry. We added some roof rafters and a header in the Dining Room and Kitchen areas. Feel free to call with any questions/comments. Sincerely, J Douglas Schneider, AIA, NCARB P` on gee A O-/ ( f122-116 Pa. SO!/jh®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 �Q OWN% December 14, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Algren Kutchins 288 Lafayette Ave Brooklyn NY 11238 Re: 690 Albertson Lane, Greenport TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. / Application for Certificate of Occupancy. (Enclosed) ✓ Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. /Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) §41 ?-C� Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 40782 —Alterations/Repair Q k%x A:4t 04ITS wa W1, ttjw Az Vm.• k APPLICATION FOR BUILDING PERMIT 690 Albertson Lane, Greenport, NY 11944 (town of Southhold) Owner: Ms. Algren Po Kutchins Plumber, Contractor, Electrician License #'s A to Z plumbing and Heating # 46895-MP By Design Contracting Corp. # 34705-H 7 Afton Electrical # 42941-ME r l ® DATE(MM/DD/YYYY) :�►�® CERTIFICATE OF LIABILITY INSURANCE 04/04/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES ,_.BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED TREPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. ~IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to -the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). ;-PRODUCER CONTACT NAME: Automatic Data Processing Insurance Agency,Inc. PHONE EFAX Ext AIC, IC No -1-ADP Boulevard E-MAIL ADDRESS* INSURER(S)AFFORDING COVERAGE NAIC# Roseland NJ 07068 INSURERA: NorGUARD Insurance Company 31470 INSURED INSURER B: BY DESIGN CONTRACTING CORP INSURERC: PO BOX 201 INSURER D (' INSURER E• YAPHANX NY 11980 INSURER F ,gOVERAGES CERTIFICATE NUMBER: 222473 REVISION NUMBER: S =-THIS-IS•TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY-PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS IN LPOLICY EXP TR - - TYPE OF INSURANCE INSR WVD POLICY NUMBER MWDDM MM DD/YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ -DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ CLAIMS-MADE F—I OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $ POLICY PRO LOC $ JECT El AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ - -- - Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED,, SCHEDULED -- - -} _AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident $ -- -, UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB - CLAIMS-MADE AGGREGATE $ A DED RETENTION$ $ WORKERS COMPENSATION X( WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N TORY LIMITS I I ER ANY PROPRIETOR/PARTNER/EXECUTIVE E L EACH ACCIDENT $ 500,000 A OFFICER/MEMBER EXCLUDED? ❑Y N/A N BYWC448426 06/12/2013 06/12/2014 500,000 (Mandatory in NH) E L DISEASE-EA EMPLOYE $ If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) -.Ref= 690 Albertson Lane RGreenport CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED-IN _ Southhold Town Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Malnroad AUTHORIZED REPRESENTATIVE -- SOUTHOLD NY 11971 A F - r ©1988-2010 ACORD CORPORATION.All rights reserved. `ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 04104/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must t>a endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONT CT ie Garzla Creative Coverage 8r Consulting Company PHONE 516 939-2828 FAX 516 6B7-1613 400 Jericho Turnpike EMAIL R i matl.com Suite 301 INSURE F RDI COVERAGE "Cc Jericho NY 11753 INWRER A• UTICA FIRST INS CO INSURED INSU B By Design Contracting Corp I PO Box 2D7 INDUREN D' Yaphank NY 11980 JHSURCH E: 1 RF• COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: _MISI&TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INSICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, F.QSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ADOL UBR POLICY EFFPOLICY EXP LIMITS TYPE OF INSURANCE POLICY MBER Ct:x. COMMERCIAL GENERALUA131UTY EAGHOCCURRENCE $1000,000 DAMP,lEAGE TO RENTED $50,000 4yb e., CLAIMS-MADE FX�OCCUR SL' 1425596 00 2107114 02107115 MED EXP A one rson 35,080 PERSONAL&ADV INJURY 31.000,000 J a , GENERAL AGGREGATE 52,000,000 M aGEN%AGGREGATE LIMIT APPLIES PER PRO-- [--]LOC PRODUCTS-COMP/OPAGG $2,000,000 POLICY D r TH R: COMBINED SINGLE LIMIT $ AUTOMOBILE LIABILITY ANY AUTO BODILY INJURY(Per parson) S ",'ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ ,rte,%- AUTOS AUTOS PROPERTY DAMAGE NOWOWNED S HIRED AUTOS AUTOS 9 11E- 4— EXCESS UMBRELLA LIAB OCCUR EACH OCCURRENCE 3 r: UAB CLAIMS-MADE AGGREGATE S SED RETENTION E PER OTH- t`t WORKERS COMPENSATION F 3- AMD EMPLOYERS'LIABILITYE L EACH ACCIDENT S v' ANY PROPRIETORfPARTNER/EXECUTIVE YN f A OFFICER/MEMBER EXCLUDED? E L DISEASE-EA EMPLOYEE 3 J, (Mandatory In NHI ita,describe under E L DISEASE-POLICY LIMIT S DESCRI TION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES(ACORD idt,Additional Rema*s Schedule,oW be attached R more apace Is requlrad) Mielr 690 Albertson Lane,Greenport,NY , s � . {iEjtTIFICATE HOLDER CANCELLATION Southold Town Building Dept SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 53095 Main Road ACCORDANCE 1MITH THE POLICY PROVISIONS. Southold,NY 11971 AUTHORIZED ESENTATIVE 1988 20leACORD,,PDRPORATION. All rights reserved. AtORD 25(2014101) We ACORD name and logo are registered marks of ACORD 1•, r z . ka SCHNEIDER TSON LANE GREENPORT, NEW YORK 11944690 ALBER , 883 44'40"E LIST OF DRAWINGS : — 4069 CHESTNUT STREET --� – C-100.00 COVER SHEET, SITEPLAN SEAFORD, NY 11783 C-101.00 GENERAL NOTES (516)729-9646 1C-102.00 NAILING SCHEDULE DOUG@SARCHWORKS.COM 329.78, A-100.00 FOUNDATION & FIRST FLOOR PLANS FACE BOOK.COM/SARCHWORKS 1 N A-101.00 SECOND FLOOR & ROOF PLANS ®. _ A-200.00 EXTERIOR ELEVATIONS 1 f,� A-201.00 BUILDING SECTION oRENOVATION TO THE: E-100.00 ELECTRICAL PLANS m KUTCHINS RESIDENCE � 1 FHRELOCATE EXISTING PROPANE TANKS TO REAR OF DWELLING11J ; o NEW P.T. STOOP& STEPS EXISTING CONDENSING UNIT FOR GARAGE 1 s MINI-SPLIT SYSTEM 690 ALBERSTON LANE 01 ` GREENPORT, NEW YORK 11944 'A EXIST. EXISTING WOOD SOWN OF U FOLLK COUNTY 1 1/2 STORY . } –--� _ EXISTING PORTICO RESIDENCE STOOP&STEPS 1 N 81'40'5o,,W -- _ &STEPS THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE 51— > INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE 158.05' �•'� _ SOLELY WITH RESPECT TO THIS PROJECT AND UNLESS I N 85"42'20^,W Q OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN �•-��-. ALL COMMON LAW,STATUTORY AND OTHER RESERVED ALB 173.90' - RIGHTS INCLUDING THE COPYRIGHT. THE OWNER SHALL BE - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - E - - - - - -- - - - - TS O n' LANE N E PERMITTED TO RETAIN COPIES OF THE ARCHITECTS VVV 'V H DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN CONNECTION WITH THE NORTH OWNERS USE AND OCCUPANCY OF THE PROJECT. THE ARCHITECTS DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS FRONT ELEVATION SITEPLAN PROJECT IT FOR COMPLETION OF THIS PROJECT FOR OTHERS WITHOUT WRITTEN CONSENT FROM ARCHITECT. SCALE: 1/4" = 1'-0" SCALE: 1" = 30'-0" ISSUED FOR PERMIT 05-21-14 RE-ISSUED FOR PERMIT 05-30-14 REScheck Software Version 4.5.0 } 4"VENT 4"VENT Compliance C Ct I I C `� THROUGH ROOF THROUGH ROOF (V.T.R.) (V.T.R) .: JIL JIL I I Project ROOF I i Energy Code: 2010 New York Energy Conservation I ��- _ I Location: Suffolk County, New York Construction Type: Single-family I Project Type: Alteration { 11�^ 11 Yz° i1 Yz" I Climate Lone: 4 (5750 HDD) I I I I Permit Date: I' ( BATHR OM I I Permit Number: T'x { { (3 FIXTU ES) { { Construction Site: Owner/Agent: Designer/Contractor: ~rt ALgren Po Kutchins Schneider Architectural Works,PC tlJj I I 690 ALbertson Lane NY 2ND FLOOR Greenport,NY F c ;iA 2" 4" 1 Y2" 3"` I C.O. Compliance~ 10.2%Better Than Code Maximum UA: 187 Your UA: 168 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. 't 1-ick Tock toinimure Golf ? / / i It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. m' rBATH OOM I ITCCNN a' I(3 FIXT RES)) (2 IXF TUrES) Envelope AssembliesI �y 1Y2" 1Yz" I 1%^ 1�" 9•� ' ` FAI TH E KUT NS K �Lsl "`"�f ILI First Floor:All-Wood jolst/Truss:Over Unconditioned Space 980 30.0 0.0 0.033 32 T690 °" 1ST FLOOR North Wall:Wood Frame,24"o.c. 173 15.0 0.0 0.074 13 Albertson Ln.... LZ 1 Y2" 4" 1 Y2" 3" North Facing Windows:Wood Frame:Double Pane 4+'Ln / 4" ..-. __..-,-.....-.--., tJ.:lr.•.=F,t.rrr,e Services�H: � � C.O. Exemption:Glazing replacement in existing sash or frame. C.O. South Wall:Wood Frame,24"o.c. 343 15.0 0.0 0.074 25 r, CONNECT TO J �7 JOB NUMBER: 14-690 South Facing Windows:Wood Frame:Double Pane --- --- -- }?� Exemption:Glazing replacement in existing sash or frame. EXISTING APPROVED �� d/`- 425 15.0 0.0 0.074 31 SUFFOLK COUNTY DATE: MAY 7,2014 East Wall:Wood Frame,24"o.c. .C.O, SCALE: AS NOTED SEPTIC SYSTEM East Facing Windows:Wood Frame:Double Pane --- --- --- --- -- - 4' DRAWNExemption:Glazing replacement in existing sash or frame. - HECK D D.R.S. Wall 4:Wood Frame,24"D.C. 425~ 15.0 0.0 0.074 31 t } CHECKED BY: D.R.S. 2nd Floor Ceiling:Cathedral Ceiling 375 28.0 0.0 0.037 14 r # CRAWLSPACE Ind:ira Klotre 1st Floor Ceiling:Cathedral Ceiling 605 28.0 0.0 0.037 22 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Enerav 7 Conservation Construction Code requirements in REScheck Version 4.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Schneider Architectural Works,PC PROPERTY LOCATION PLUMBING RISER DIAGRAM !!! Name-Title Signature Date SCALE: N.T.S. Q' ?" Sc c� RESIDENTIAL CODE OF NEW YORK STATE - TABLE R 301.2 (1) BUILDING PLAN REVIEW NOTE: �� C [L, W J �: Y SEISMIC WINTER ICE SHIELD FLOOD AIR TO THE BEST OF MY KNOWLEDGE THE TOWN OF SOUTHOLD BUILDING PLANS EXAMINER SHALL REVIEW THE ENCLOSED i � GROUND WIND DRAWINGS HEREIN ARE COMPLIANT DOCUMENT FOR MINIMUM ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS OF THE TOWN OF 1 O � �+ 0 SNOW DESIGN DESIGN UNDERLAYMENT HAZARDS FREEZING WITH THE WFCM 2001,THE 2010 RCNY, SOUTHOLD AS SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL CODE OF THE STATE OF Jum -- 2014 LOAD SPEED CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY TEMP. REQUIRED INDEX AND THE 2010ECC NYS NEWYORK.THISREVIEWDOESNOTGUARANTEECOMPLIANCEWITHTHATCODE.THESEAL I AND SIGNATURE OF THE DESIGN PROFESSIONAL HAS BEEN INTERPRETED AS AN MIN 3'-0" BELOW ---- ATTESTATION THAT,TO THE BEST OF THE LICENSEE'S BELIEF AND INFORMATION,THE TE ` 20 120 MPH C SEVERE HEAVY MODERATE 11° F YES 5599 WORK IN THIS DOCUMENT: FINISHED GRADE �' • IS ACCURATE, • CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF SUBMISSION ` CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND VIEW TO THE DRAWING TITLE: SAFEGUARDING OF LIFE,HEALTH,PROPERTY,AND PUBLIC WELFARE COVER SHEET, • IS THE RESPONSIBILITY OF THE LICENSEE SITEPLAN DRAWING NUMBER: KUTCHINS RESIDENCE GENERAL NOTES: SCHNEIDER 1. ALL PERMITS AND REQUIRED APPROVALS FROM LOCAL BUILDING B.COMPREHENSIVE PUBLIC LIABILITY, BODILYINJURYAND PROPERTY36. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT FIRST 11. STRUCTURAL STEEL TO BE ASTM A36,DETAILED,FABRICATED,AND DEAD LOAD LIVE LOAD DEFLECTION VALUES: O AUTHORITIES AND ALL LOCAL JURISDICTIONS ARE TO BE ACQUIRED DAMAGE INSURANCE: INFORMING THE ARCHITECT. SUBMIT MATERIAL SPECIFICATIONS AND ERECTED AS PER AISC. 301.4 Dead toad.The actual veights of materials and construction shall be used for determining dead load with consideration for the dead BEFORE BEGINNING ANY CONSTRUCTION. THE G.C. SHALL PROCURE AND MAINTAIN DURING THE LIFE OF THIS SAMPLES FOR APPROVAL,IN WRITING,PRIOR TO ORDERING OR load of fixed service equipment. CONTRACT COMPREHENSIVE PUBLIC LIABILITY,BODILY INJURY AND 12. ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE , I provided in Table R301.5. COMMENCEMENT OF WORK. 301.5 Live load.The minimum uniformly distributed live load shall be as , PROPERTY DAMAGE INSURANCEIN AN AMOUNT NOT LESS THAN PERFORMANCE STANDARDS AND ALL OTHER REQUIREMENTS OF 2. ALL WORK SHALL CONFORM TO THE RESIDENTIAL CODE OF NEW YORK STATE AND_ ALL APPLICABLE CODES. $1,000,000.00 COMBINED SINGLE LIMIT,INCLUDING COMPLETED 37. INSULATION ON THE EXTERIOR WALLS AND CEILINGS OF ALL HEATED APPLICABLE U.S.COMMERCIAL STANDARDS FOR THE TYPE AND SPECIES TABLE 8302.5 MINLIIUH UNLFO Rt4LV DISTRIBUTED LIVE LOADS(in pounds per square foot) OPERATIONS. SUCH INSURANCE SHALL BE PROVIDED AND MAINTAINED AT SPACES SHALL BE FIBERGLASS BATTS,SIZE AS INDICATED ON DRAWINGS OF PLYWOOD AND SO BE IDENTIFIED BY AN APPROVED AGENCY. LIVE 3. THE CONTRACTOR IS TO COMPLY WITH ALL LOCAL ZONING AND ALL TIMES BY THE G.C.AND ALL OF HIS SUBCONTRACTORS ENGAGED IN WITH A VAPOR BARRIER ON THE HEATED SIDE. PACK ALL SPACES AROUND USE LOAD BUILDING CODES AND REGULATIONS. THE PERFORMANCE OF THE WORK. WINDOWS AND DOORS WITH INSULATION. ALL INSULAION SHALL BE 13. THE ENTIRE WORK SHALL BE ACCURATELY FRAMED;PLUMB,LEVEL Attics with limped acre" e9 h 20 lu C.SCOPE OF INSURANCE AND SPECIAL HAZARDS: AND TRUE,WELL SPIKED,BRACED,AND ANCHORED TOGETHER TO eckswitho. storage 40 SIZED,LOCATED AND INSTALLED IN ACCORDANCE WITH N.Y.S.ENERGY e 4. ITIS THE INTENTION OF THESE DRAWINGS TO PROVIDE FOR THE THE INSURANCE REQUIRED UNDER PARAGRAPHS'A'AND'B'HEREOF SHALL CODE. FORM A RIGID STRUCTURE,AND TO ENSURE EVEN SETTLEMENT AND Exterior balconies 60 CONSTRUCTION OF A RESIDENCE,INCLUDING EVERY ITEM AS SHOWN OR PROVIDE ADEQUATE PROTECTION FOR THE G.C.AND HIS SHRINKING THROUGHOUT. UNLESS OTHERWISE NOTED ON THE PLANS,- .. Fire escapes 40 REASONABLY IMPLIED,OR REQUIRED,TO COMPLETE ALL WORK. SUBCONTRACTORS AGAINST DAMAGE CLAIMS WHICH MAY ARISE FROM 38. INSULATION IN CATHEDRAL CEILINGS SHALL BE AS INDICATED ON ALL FRAMING MEMBERS TO BE 16" O.C. Guardrails and handrGuardrails in-fill components 2o0i 4069 CHESTNUT STREET S0' SEAFORD, NY 11783 OPERATIONS UNDER THIS CONTRACT,WHETHER SUCH OPERATIONS BE BY DRAWINGS. CARE SHALL BE TAKEN TO MAINTAIN THE FREE PASSAGE OF Passenger vehicle ciaracesa 1 5Q3 THE INSURED,OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY HIM. 14. DOUBLE JOISTS AROUND ALL OPENINGS AND BELOW ALL PARALLEL Rooms other than sleeping 40 (516)729-9646 5. THE DRAWINGS AND NOTES ARE INTENDED TO BE COMPLETE BUT AIR BETWEEN INSULATION AND ROOF DECK(1 MIN.AIR SPACE). SHOULD ANYTHING BE OMITTED FROM THE DRAWINGS,NECESSARY TO INSURANCE SHALL ALSO ADEQUATELY PROTECT AGAINST ANY SPECIAL WALL PARTITIONS AND AT TUB AREAS. rooms DOUG OOK.CO WSARCH OM THE PROPER CONSTRUCTION OF THE WORK.HEREIN DESCRIBED,IT SHALL HAZARDS WHICH MAY BE ENCOUNTERED IN THE PERFORMANCE OF THIS 39. ALL WOOD SHEATHING ON EXTERIOR WALLS AND ROOF SHALL BE Slee na rooms so FACEBOOK.COM/SARCHWORKS Stairs 40t BE THE DUTY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT PRIOR TO CONTRACT,SUCH AS FIRE,GAS EXPLOSION,FLOOD,ETC. COVERED WITH ONE LAYER OF 15#WATERPROOF BUILDING PAPER. 15. PROVIDE ALL LINTELS OR HEADERS NOT INDICATED ON DRAWINGS ® � ■ 1, THE SUBMISSION OF BIDS. OVER ALL OPENINGS. HEADERS ARE TO BE EQUAL TOP FULL WIDTH OF For SI: 1 pound per square foot=O.o479 kPa, 1 square inch=645 mm , D.PRIOR TO THE COMMENCEMENT OF WORK,THE G.C.SHALL FURNISH 40. ALL WALLS AND CEILINGS SHALL BE FINISHED WITH 5/8"GYPSUM FRAMING--MIN(2)2"x 8". 1 pound =4.45 N. RENOVATION TO THE: 6. THE OWNER RESERVES THE RIGHT TO MAKE CHANGES IN THE THE OWNER WITH A COPY OF EACH INSURANCE CERTIFICATE INDICATING WALLBOARD EXCEPT AS INDICATED OTHERWISE ON DRAWINGS. USE a.Elevated garage floors shall be capable of supporting a 2,000-pound toad applied over a 20-square-inr_h area. DRAWINGS AND TO THESE NOTES AS THE WORK PROGRESSES,CHANGE COVERAGE IN AMOUNTS NOT LESS THAN THOSE SET FORTH ABOVE. THE WATERPROOF TYPE IN AREAS OF MOISTURE AND'DUROCK' ON ALL AREAS 16. ALL WINDOW AND DOOR OPENINGS,UNLESS OTHERWISE K U TC H I N S RESIDENCE ORDERS,DRAWINGS, SPECIFICATIONS OR INSTRUCTIONS COVERING SUCH OWNER RESERVES THE RIGHT TO REVIEW AND APPROVE ALL INSURANCE TO RECEIVE TILE. INDICATED,SHALL HAVE STUDS DOUBLED ON JAMBS. b.Applies to attic spaces meeting the requirements in Section R802.4.1 for conventional ceiling joists and Section CHANGES WILL BE ISSUED TO THE G.C.,WHOSE RESPONSIBILITY IT WILL BE COMPANIES AND COVERAGE. than 4 in for trusses-relics without storage are those where the maximum clear height between joist and rafter is less than 42 inches,or+a,hpre there are not two or more adjacent trusses with the same web configuration capable of TO DISTRIBUTE THESE EXPEDITIOUSLY,AND TO NOTIFY ALL E.TEN DAYS ADVANCE WRITTEN NOTICE SHALL BE GIVEN TO THE 17. ALL FLOOR JOISTS SHALL BE CROSSBRIDGED WITH 5/4"x 3" containing a rectangle 42 Inches high by 2 feet wide,or greater,located within the plane of the truss.For attics without SUBCONTRACTORS AFFECTED TO TAKE SUCH MEASURES AS MAY BE OWNER,BY THE INSURANCE CARRIER OF ANY CHANGE OR CANCELLATION 41. GLAZING IN DOORS, SHOWER DOORS AND ENCLOSURES,ADJOINING BRIDGING AT MIDSPAN OR INTERVALS NOT TO EXCEED 8'O.C.(TYPICAL storage,this live load need net be assumed to act concurrently with any other live load requirements. NECESSARY TO AVOID ERRORS IN THE WORK WHICH MAY OCCUR DUE TO OF COVERAGE SET FORTH ABOVE. DOORS &BATH TUB DOORS &ENCLOSURES SHALL BE SO SIZED, AT FLOORS WITH DIMENSIONAL LUMBER). c.Individual stair treads shall be designed for the uniformly distributed live load or a 300-pound concentrated load acting THE USE OF SUPERCEDED DRAWINGS. CONSTRUCTED,TREATED OR COMBINED WITH OTHER MATERIALS AS TO over an area of 4 square inches,whichever produces the greater stresses. MINIMIZE EFFECTIVELY THE POSSIBILITY OF INJURY TO PERSONS IN THE 18. THE TOP AND BOTTOM EDGES OF JOISTS MAY BE NOTCHED NOT TO d.A single concentrated load applied in any direction at any point along the top. 7. WORK AFFECTED BY CHANGES PROPOSED IN ANY REVISED DRAWINGS F.THE G.C. SHALL PROMPTLY,ORAS SOON AS IS REASONABLY EVENT THE GLAZING IS CRACKED OR BROKEN. GLASS IN HAZARDOUS EXCEED 2". POSSIBLENOTIFY THE OWNER AND THE ARCHITECTIN WRITINGOF ANY e.See Section P.502.2.1 for decks attached to exterior walls. OR OTHER DOCUMENTS ISSUED TO THE G.C. , ,'. SHALL NOT BE EXECUTED AREAS TO CONFORM To 2010 RESIDENTIAL CODE OF N.Y.S.R308 SAFETY OCCURRENCE INVOLVING INJURY OR DAMAGE TO PROPERTY f.Guard in' component's(all those except the handrail),balusters and panel fillers shall be designed to withstand a ACCIDENT OR UNLESS CHANGES ARE ACCOMPANIED BY A LETTER OF AUTHORIZATION GLASS REQUIREMENTS. 19. CONTRACTOR SHALL NOT CUT HOLES IN ANY HEADERS. horizontally applied normal load of 50 pounds on an area equal to 1 square foot.This load need not be assumed to act TO PROCEED ACCORDINGLY. IN CASES WHERE INSTRUCTIONS DURING THE COURSE OF CONSTRUCTION. THE REPORT SHALL BE MADE concurrently with any other live load requirement. ACCOMPANYING ANY ISSUE OF REVISED DRAWINGS OR OTHER NOTWITHSTANDING THE FACT THAT NO INJURY OR DAMAGE MAY 42. ALL WORK SHALL COMPLY WITH PART IV ENERGY CONSERVATION 20. WOOD FRAMED STRUCTURAL MEMBERS SHALL NOT BE DRILLED, Applies APPARENT AT THE TIME OF THE ACCIDENT OR OCCURRENCE IN SUCH CONSTRUCTION CODE OF THE 2010 RESIDENTIAL CODE OF NEW YORK cgjoto attic spaces not meeting the requirements for storage per footnote b.See Section with trusses, for conventional islive d DOCUMENTS REQUEST ESTIMATES OF COST INVOLVED SUCH ESTIMATES NOTCHED OR ALTERED IN ANY MANNER EXCEPT AS PROVIDED IN ceiling joists and Section F.302.10.fi for trusses.For attics with limited storage and constructed with trusses,this live load WORK need only be applied to those portions of the bottom chord cf nct Icoa thon two odjoccnt trusses',.v h the SHALL BE PREPARED AND SUBMITTED PROMPTLY,IN ORDER NOT TO STATE. SECTION 8602.6(1)AND 8602.6(2) configuration containing a rectangle 42 inches(1067 mm)high or greater by'2 feet(610 nim)wide or greater,.located 690 ALBERSTON LANE AFFECT THE SCHEDULED PROGRESS OF THE WORK. within the plane of the truss.The rectangle shall fit between the top of the bottom chord and the bottom of any other GREENPORT, NEW YORK 11944 21. THE ARCHITECT SHALL HAVE ACCESS TO THE JOB SITE AT ALL TIMES, 43 . STORM WATER FROM ROOF TO BE DISPOSED OF IN A PROPER MANNER 21. DRILLING AND NOTCHING OF EXTERIOR WALLS AND BEARING truss member,provided that each of the following criteria is met: TOWN OF SOUTHOLD 8. DRAWINGS ARE NOT TO BE SCALED,DIMENSIONS GOVERN,LARGE AND TO THE SHOP OF ANY SUBCONTRACTORS. ANY INFERIOR MATERIALS AS REQUIRED BY NASSAU/SUFFOLK COUNTY HEALTH DEPARTMENT, PARTITIONS SHALL COMPLY WITH FIGURE R602.6(1)AND R602.6(2). 1.The attic area is accessible by a pull-down stairway or framed opening in accordance with Section 607.1: and SUFFOLK COUNTY OR WORKMANSHIP SHALL BE REMOVED UPON THE REQUEST OF THE LOCAL BUILDING DEPARTMENT,AND ALL OTHER AGENCIES HAVING SCALE DETAILS SHALL TAKE PRECEDENCE OVER SMALL SCALE PLANS. DRILLING AND NOTCHING OF TOP PLATE SHALL COMPLY WITH FIGURE z.The truss shall have a bottom chord pitch less than 2:12. • ARCHITECT,AND SUCH WORK SHALL BE RECONSTRUCTED BY THE G.C..AT JURISDICTION. R602.6.1 I NO ADDITIONAL COST TO THE OWNER OR ARCHITECT. h.Attic spaces served by a fixed stair shall be designed to support the minimum live load specified for sleeping rooms. FRAMING9. ALL DIMENSIONS ARE FROM ROUGH FRAMING TO ROUGH FRAMING 44. THE G.C. SHALL RECTIFY AND PAY ALL COSTS INVOLVED IN THE VISE. i.Glazing used in handrail assemblies and guards shall be designed with a safety factor of 4.The safety factor shall be THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS UNLESS SPECIFICALLY INDICATED OTHER FOR SECURING THE NECESSARY REPAIR OF ANY DAMAGE TO EXISTING AREAS NOT DESIGNATED FOR WORK FOUNDATION NOTES }� r*� +" }` f" 22. THE G.C. SHALL BE RESPONSIBLEapplied to each of the concentrated loads applied to the top o,the ra ,gind to 1„c load on .,,e m .I„ccmpcnvn,s.These PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE loads shall be determined independent of one another,and loads are assumed not to occur with any other live load. INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE APPROVALS AND PERMITS FROM LOCAL GOVERNING AUTHORITIES, TO BE DONE. THIS RESTORATION SHALL BE DONE TO THE SATISFACTION SOLELY WITH RESPECT TO THIS PROJECT AND UNLESS 10. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS INFIELD. INCLUDING THE BUILDING INSPECTOR'S CERTIFICATE OF OCCUPANCY, OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMED ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT BEFORE AND OF THE ARCHITECT. 1. DO NOT BACKFILL AGAINST FOUNDATION WALLS IN EXCAVATED AREAS UNTIL 8301.6 Roof toad.The roof shall be designed for the live load indicated in Table R301.5 or the snow load indicated in Table R301.2(1), THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN DRIVEWAYS,HEALTH DEPARTMENT AND BOARD OF FIRE UNDERWRITERS CERTIFICATES. PAVEMENTS,PUBLIC ROADWAYS,CURBS,ETC.THAT ARE FIRST FLOOR FRAMING IS COMPLETE. whichever is.greater. . ALL COMMON LAW,STATUTORY AND OTHER RESERVED PROCEEDING. ALL PERMITS SHALL BE PROPERLY DISPLAYED AT THE JOB SITE. FURNISH 45. DRIGHTS INCLUDING THE COPYRIGHT. THE OWNER SHALL BE BROKEN, SETTLED,OR OTHERWISE DEFECTIVE AS A RESULT OF RECEIVING, 2. ALL FOOTINGS,FOUNDATION WALLS AND SLABS OTHER THAN GARAGE SLABS TABLE R3016 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION PERMITTED TO RETAIN COPIES OF THE ARCHITECT'S . 11. THE G.C. SHALL SUBMIT SHOP DRAWINGS, SKETCHES, SAMPLES AND/OR COPIES OF ALL DOCUMENTS TO THE ARCHITECT. HANDLING OR STORAGE OF MATERIAL,OR PERFORMANCE OF WORK DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS FOR R'S CATALOG CUTS TO THE ARCHITECT FOR ITEMS CALLED 23. THE G.C.ASSUMES RESPONSIBILITY FOR HAVING ALL IN SHALL BE 3,500 PSI CONCRETE,AND GARAGE SLABS SHALL BE 3500 PSI AS PER RCNYS. TRIBUTARY LOADED AREA INFORMATION AND REFERENCE O CONNECTION WITH THE UNDER THIS CONTRACT,OR BY REASON OF NEGLECT OF THE G.C. TO OWNERS USE AND OCCUPANCY OF THE PROJECT. THE MANUFACTURE FOR IN THE CONTRACT DOCUMENTS. THESE SHALL BE REVIEWED FOR SUBCONTRACTORS REVIEW ALL CONTRACT DOCUMENTS FOR THEIR PROTECT PROPERLY AGAINST DAMAGE,SHALL BE FULLY RESTORED TO 3. EXCAVATE FOR ALL FOOTINGS,FOUNDATION WALLS AND SUCH OTHER WORK AS SQUARE FEET FOR ANY ARCHITECTS DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR CONFORMANCE WITH DESIGN INTENT BY THE ARCHITECT,PRIOR TO THE COMPLETE SCOPE OF WORK,PRIOR TO SUBMITTING ANY ESTIMATES OR THE SATISFACTION OF THE OWNER,AT THE FULL COST AND EXPENSE OF MAY BE NECESSARY TO THE DEPTHS AS SHOWN ON THE DRAWINGS.ALL TRENCHES STRUCTURAL MEPP BER OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS 201 to over PROJECT OR FOR COMPLETION OF THIS PROJECT FOR ORDERING OR FABRICATION OF ANY ITEM. APPROVAL BY THE ARCHITECT BIDS. THE G.C. SHALL BE HELD RESPONSIBLE FOR THE WORK PERFORMED THE G.C. THE EXTENT OF REPAIRS OR REPLACEMENTS SHALL BE FOR FOOTINGS,FOUNDATIONS,ETC SHALL BE VERIFIED IN FIELD. ROOF SLOPE 0 to 200 600 600 OTHERS WITHOUT WRITTEN CONSENT FROM ARCHITECT. DOES NOT RELIEVE THE G.C.FROM RESPONSIBILITY FOR PROPER BY ALL OF HIS SUBCONTRACTORS. DETERMINED BY THE ARCHITECT. Flat or rise less than 4 inches WORKMANSHIP,COORDINATION OF DIMENSIONS WITH ADJACENT WORK, 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AS SHOWN IN per foot(1:3) 2O 16 12 ` ■ AND NORMAL GUARANTEES OF WORK. 24. THE G.C.GUARANTEES THAT ALL MATERIALS,WORKMANSHIP AND 46. ALL REQUISITIONS FOR PAYMENT FROM THE G.C.TO THE OWNER TABLE R402.2 OF THE RESIDENTIAL CODE OF NEW YORK STATE Rise 4 inches per foot(1:3) EQUIPMENT INCORPORATED IN THE WORK SHALL BE NEW,OF GOOD SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL.. to less than 12 inches per 16 14 12 fa at 1.11 ISSUED FOR PERMIT 05-21-14 12. A COMPLETE SET OF THE LATEST DRAWINGS SHALL BE KEPT AT THE QUALITY,FREE OF FAULTS AND DEFECTS,AND SHALL REMAIN SO FORA 4. WHERE WALLS ARE POURED TO GRADE,AND DAMPPROOFED,THE CONTRACTOR Rise 12 inches per foot(1:i) 12 12 12 RE-ISSUED FOR PERMIT 05-30-14 JOB SITE BY THE G.C.AT ALL TIMES FOR USE BY THE BUILDING PERIOD OF ONE YEAR FROM THE DATE OF THE ARCHITECTS APPROVAL OF 47. NO FINAL PAYMENT,OR PART THEREOF, SHALL BECOME DUE UNTIL SHALL BACKFILL AGAINST THEM WITH CLEAN EARTH. CARE SHALL BE TAKEN TO and greater DEPARTMENT,THE OWNER,THE ARCHITECT OR ENGINEER. FINAL PAYMENT FROM THE OWNER TO THE G.C. THE G.C. SHALL DELIVER TO THE OWNER A COMPLETE RELEASE OF ALL BRACE WALLS AS REQUIRED TO PREVENT CAVING. BACKFILL TO BE FREE OF WOOD, LIENS ARISING OUT OF THIS CONTRACT,OR RECEIPTS IN FULL IN LIEU R401.4.1 Geotechnical evaluation.in lieu of a complete geotechnical evaluation,the load-bearing values in Table 8401.4.1 shall be assumed. Fur 51: i SLlUdre I UUL=1J.0929 111 , i puunu per square foot = 0.0479 kPa, 13. ANY ITEM WHICH IS NOT CLEARLY UNDERSTOOD FROM THESE 25. THE G.C. SHALL BE RESPONSIBLE FOR PROPER STORAGE AND THEREOF. THE G.C.MAY,IF ANY CLAIMANT REFUSES TO SUPPLY A TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS- 1 inch per foot= 63.3 nidi/m. DRAWINGS OR ANY ITEM WHICH APPEARS TO BE IN CONFLICT WITH THE HANDLING OF ALL MATERIALS AND EQUIPMENT. THE PREMISES SHALL BE RELEASE OF RECEIPT OF PAYMENT IN FULL,OR IF ANY CLAIM IS IN DISPUTE INTENTION OF THE DRAWINGS IS TO BE CHECKED WITH THE ARCHITECT FREE OF ALL SURPLUS MATERIALS,MOISTURE,DIRT AND RUBBISH AT ALL OR IS SUBJECT TO THE JUDGMENT OF A COURT OF COMPETENT LOAD - INTENTION BEFORE ORDERING OF ANY MATERIAL AND BEFORE ANY CONSTRUCTION TIMES. UPON COMPLETION OF THE WORK,ALL STAINS AND PAINT SPOTS JURISDICTION,FURNISH A BOND SATISFACTORY TO THE OWNER TO PRESSURE OR INSTALLATION IS BEGUN. SHALL BE REMOVED FROM CEILINGS,WALLS,FLOORS,WINDOWS,DOORS, INDEMNIFY HIM AGAINST THE LIEN. IF ANY LIEN IS FILED OR REMAINS CLASS OF MATERIAL square foot) ETC.AS PART OF A THOROUGH CLEANING. UNSATISFIED AFTER ALL PAYMENTS ARE MADE, THE G.C. SHALL REFUND C stalline bedrock 12 000 Sedimenta and foliated rock 4,000 14. DURING THE COURSE OF CONSTRUCTION WORK THE G.C. SHALL MARK TO THE OWNER ALL MONEYS THAT THE LATTER MAY BE COMPELLED TIO Sandy gravel and/or gravel UP A SET OF DRAWINGS TO UPDATE THE ACTUAL AS-BUILT CONDITIONS. 26. THE G.C.SHALL COORDINATE HIS WORK WITH THE WORK OF OTHER PAY IN DISCHARGING SUCH LIEN,INCLUDING ALL COSTS AND A Saann and GP 3,000 AT COMPLETION OF THE PROJECT,AND PRIOR TO FINAL PAYMENT TO THE SUBCONTRACTORS AND CONTRACTORS,WHETHER HIS OWN,OR THOSE REASONABLE ATTORNEY'S FEEd,silty sand,clayey sand, ,AND HEREBY AGREES TO INDEMNIFY THE silty gravel and clayey gravel 2,000 (SW,SP,SM,SC,GM and GC G.C., SUBMIT THESE DRAWINGS TO THE ARCHITECT,WHICH CLEARLY SEPARATE CONTRACTS LET BY THE OWNER,PRIOR TO THE OWNER AGAINST ALL SUCH LOANS,DAMAGE AND EXPENSE ARISING OUT Clay,sandy clay,silty clay, DOCUMENT ANY CHANGES. COMMENCEMENT OF WORK,THE G.C. SHALL PROVIDE A WORK SCHEDULE OF THE BONDING OR DISCHARGE OF SUCH . clayey LIENayey silt,silt and sandy silt 1,500b CL,ML,MH and CH TO THE ARCHITECT,SHOWING ESTIMATED COMMENCEMENT AND 15. SHOULD DRAWINGS AND/OR SPECIFICATIONS CONFLICT,THE G.C. COMPLETION DATES FOR EACH SUBCONTRACTOR. 48. THE G.C.SHALL PAY ALL SALES,CONSUMER USE,AND OTHER SIMILAR For SI: 1 pound per square foots 0.0479 kPa. SHALL BE RESPONSIBLE FOR THE GREATEN QUANTITY,OR HIGHER TAXES REQUIRED BY LAW. COSTS FOR THESE TAXES SHALL BE INCLUDED a.When soil tests are required by Section R401.4,the allowable bearing capacities of the soil shall be part of the recommendations. QUALITY OF WORK CALLED FOR. 27. WHENEVER WORK IS DONE WHERE NO DEFINITE DETAILS OR IN THE G.C.'S BIDS OR ESTIMATES. INSTRUCTIONS ARE GIVEN,THE G.C. SHALL PERFORM THE WORK IN b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site,the allowable bearing capacity shall be determined by a soils investigation. 16. CONTRACTOR TO STAKE OUT PROPOSED WORK AND VERIFY SETBACKS ACCORDANCE WITH THE BEST INDUSTRY PRACTICE,THAT IS,AS THE 49.A FINAL SURVEY SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE ! BEFORE PROCEEDING WITH THE WORK. WORK IS CUSTOMARILY DONE IN WORK OF THE BEST CLASS OF THE AT COMPLETION OF JOB MINIMUM SPECIFIED COMPRESSIVE ` PARTICULAR TRADE. STRENGTH-(rc) 17. THE G.C. SHALL FURNISH AND MAINTAIN TEMPORARY PROTECTION 50. ELECTRICAL UNDERWRITERS CERTIFICATE MUST BE SUBMITTED TO b (SUCH AS MASONITE TAPED DOWN TO FLOORING,HEAVY DUTY PLASTIC weathering Potential 28. CONTRACTOR TO COORDINATE AND PERMIT ACCESS FROM OWNER'S THE BUILDING DEPARTMENT AT COMPLETION OF JOB TYPE OR LOCATION OF CONCRETE CONSTRUCTION Ne li sole Moderate severe', SHEETS NEATLY TAPED TO SEAL OUT DUST,ETC.)WHEREVER DAMAGE SEPARATE CONTRACTORS FOR LANDSCAPING,KITCHEN INSTALLATION, Basement walls,foundations and other concrete not 2,500 2,500 2,5000 COULD OCCUR TO EXISTING,OR NEWLY INSTALLED WORK. STRUCTURAL NOTES: exposed to the weather MECHANICAL SYSTEM INSTALLATION, SECURITY SYSTEM AND AUDIO Basement slabs and interior slabs on grade, except 2,500 2,500 z,sooc SYSTEM WIRING BEFORE WALLS ARE CLOSED. garage floor slabs 18. THE G.C. SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING 1. STRUCTURAL LUMBER TO BE THE SIZE INDICATED ON THE Basement walls,foundation walls,exterior walls and ALL LABOR,MATERIALS,EQUIPMENT AND SERVICES NECESSARY TOCONSTRUCTION DRAWINGS AND SHALL BE DOUGLAS FIR/LARCH FOR other vertical concrete 2,500 3,000d 3,000d 29. CONTRACTOR SHALL PROVIDE WRITTEN WARRANTIES,PRODUCT DATA work exposed to the weather COMPLETE ALL WORK SHOWN ON,OR REASONABLY INFERRED FROM,THE INSTALLATION AND MAINTENANCE INSTRUCTIONS FOR ALL ITEMS OF VERTICAL MEMBERS AND HORIZONTAL/ROOF MEMBERS. FB= 1200MIN. Porches,carport slabs and steps exposed to the weather, 2,500 3,0004,e,f 3,500d,e,f and garage floor slabs DRAWINGS. WORK,INCLUDING ROOFING,WINDOWS,DOORS,CARPETING,FIREPLACE, ETC2. ALL WOOD FRAMING INCLUDING JOISTS,BEAMS,POSTS, STUDS,ETC TO . 19. THE G.C. SHALL NOT ENCLOSE OR COVER UP ANY WORK REQUIRING BE HEMLOCK FIR NO.2 OR BETTER WITH Fb=875 PSI; SINGULAR,Fb= 1000]PSI For SI: 1 pound per square inch =6.895 kPa. INSPECTION AND APPROVAL UNTIL INSPECTORS HAVE COMPLETED 30. THE G.C.SHALL COORDINATE,AND BE PRESENT AT THE JOB SITE FOR KEEPETTITIVE. HEADERS AND GIRDERS SHALL BE 91 OR APPEARANCE a. Strength at 28 days psi. EXAMINATION AND ISSUED WRITTEN CERTIFICATES OF ACCEPTANCE. ANY AND ALL INSPECTIONS BY THE BUILDING DEPARTMENT,FIRE GRADE.ALL STUDS SHALL BE KILN DRIED. PLATES,SILLS AND SHORT b. See Table R301.2(i)for weathering potential. JOB NUMBER: 14-690 DEPARTMENT,BOARD OF UNDERWRITERS,COUNTY DEPARTMENT OF BLOCKING PIECES MAY BE UTILITY GRADE. POSTS UNDER GIRDERS SHALL c.Concrete in these locations that may be subject to freezing and thawing during construction shall be air-entrained concrete in accordance with Footnote d. DATE: MAY 7,2014 20. NO WORK SHALL COMMENCE PRIOR TO SUBMISSION,BY THE G.C.TO HEALTH SERVICES,AND ANY OTHER AGENCIES HAVING JURISDICTION. BE HEMLOCK FIR No.2 OR BETTER SCALE: AS NOTED THE ARCHITECT,OF CERTIFICATES OF INSURANCE,INCLUDING DISABILITY, d. Concrete shall be air entrained.Total air content(percent by volume of concrete)shall be not less than s percent or more than 7 percent. DRAWN WORKMENS COMPENSATION,AND CONTRACTOR'S PUBLIC LIABILITY AND 31. THE G.C.SHALL MAKE ARRANGEMENTS,MAINTAIN AND PAY FOR ALL 3. ALL LUMBER SHALL BE SURFACE DRY. e. See Section R402.2 for maximum cementitious materials content. CHECKED D.R.S. D BY: D.R.S. PROPERTY DAMAGE. BY COMMENCING WORK,THE G.C.WILL HAVE ALSO COSTS FOR TEMPORARY SERVICES OF ANY KIND(WATER,PLUMBING, f. For garage floors with a steel troweled finish,reduction of the total air content(percent by volume of concrete)to not less than 3 percent is permitted if the specified compressive strength of the concrete is Increased to not CERTIFIED THAT ALL SUBCONTRACTORS HAVE ADEQUATE INSURANCE LIGHTING,ELECTRICAL POWER,TELEPHONE,HEAT)THAT MAY BE 4. ALL END JOISTS SHALL BE DOUBLED OVER SILLS. less than 4,000 psi. COVERAGE. G.C.'S AND EACH SUBCONTRACTOR'S INSURANCE SHALL BE IN REQUIRED TO CONDUCT THE WORK PROPERLY. G.C.TO INCLUDE COST OF AMOUNTS NO LESS THAN THOSE SET FORTH BELOW. PORTABLE TOILET/S AS NECESSARY FOR JOB. : 5. DOUBLE ALL JOISTS,HEADERS AND TRIMMERS AROUND ALL OPENINIGS ELECTRICAL NOTES: A. WORKMEN'S COMPENSATIONINSURANCE: AND UNDER ALL PARTITIONS. USE'TECO',OR APPROVED EQUAL HANGERS NO WORK TO BE FILED UNTIL COMPENSATION INSURANCE IS FILED.G.C. 32. THE G.C. SHALL FURNISH AND MAINTAIN TWO FIRE EXTINGUISHERS AT OR CONNECTORS WHERE REQUIRED. 1. THE ELECTRICAL INSTALLATION SHALL CONFORM TO ALL LAWS AND ORDINANCES OF THE NATIONAL ELECTRIC CODE,THE LONG ISLAND POWER SHALL PROCURE AND MAINTAIN WORKMEN'S COMPENSATION FOR ALL HIS THE JOB SITE FOR THE DURATION OF ALL CONSTRUCTION WORK. AUTHORITY(LIPA),LOCAL MUNICIPALITIES AND THE REQUIREMENTS OF THE NEW YORK BOARD OF FIRE UNDERWRITERS. EMPLOYEES TO BE ENGAGED IN WORK UNDER THIS CONTRACT AND,IN 6. ALL LUMBER THAT COMES INTO CONTACT WITH CONCRETE IS TO BE THE CASE OF ANY SUCH WORK SUBLET,THE G.C. SHALL REQUIRE THE 33. THE G.C.SHALL SUPERVISE AND DIRECT THE WORK USING HIS BEST ACQ PRESSURE TREATED LUMBER. 2. THE ELECTRICAL CONTRATOR IS TO VERIFY WITH THE OWNER THE NUMBER AND LOCATIONS OF ALL OUTLETS, SWITCHES AND FIXTURES AND IS TO SUBCONTRACTOR SIMILARLY TO PROVIDE WORKMENS COMPENSATION SKILL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR COMPLY WITH THE N.Y.B.F.U.AND ALL OTHER LOCAL CODES. ���� ARC R' Ir INSURANCE FOR ALL OF THE SUBCONTRACTORS EMPLOYEES TO BE CONSTRUCTION MEANS,METHODS,TECHNIQUES, SEQUENCES AND 7. ALL LUMBER USED IN CANTILEVERS IS TO BE FREE OF SPLITS,CHECKS �P H S ENGAGED IN SUCH WORK. PROCEDURES. AND CRACKS WHO ERE IT EXTENDS BEYOND SUPPRTS. 3. ALL ELECTRICAL SERVICE TO BE UNDERGROUND SERVICE. THIS INCLUDES ELECTRICAL,TELEPHONE AND CABLE T.V. THE ELECTRICIAN IS TO COORDINATE WITH LIPA FOR INSTALLING NEW METER. 34. ALL WORK SHALL BE EXECUTED WITH THE HIGHEST QUALITY OF 8. ALL CONCEALED SPACES IN WALLS AND CEILINGS ARE TO BE U rn MATERIALS,AND BEST PROFESSIONAL STANDARDS OF WORKMANSHIP OF FIRESTOPPED AT 8'-0"O.C.VERTICALLY AND 20'-0"HORIZONTALLY 4. G.F.I.0 CIRCUITS ARE REQUIRED ON ALL COUNTERS IN BATHROOMS,AT EXTERIOR LOCATIONS AND NEAR WET CONDITIONS. TY OR DAMAGED WORK MAXIMUM.FIRESTOPPING AROUND PIPES AND ALL CONDUITS AS PER �c O Y . THE VARIOUS BUILDING TRADES. ANY FAULTY �r•�= SHALL BE RECTIFIED BY THE G.C.AT NO COST TO THE OWNER. THE RCNYS CHAPTER 6, SECTION 602.8 SUB-SECTION 4. 5. ALL ELECTRICAL OUTLETS TO BE SPACED THROUGHOUT ACCORDING TO CODE. ALL LIGHT FIXTURES TO BE WIRED FOR A MINIMUM OF 75 WATTS. 343�4 35. WHERE THE WORD'EQUAL'IS USED AS APPLYING TO A PRODUCT OR 9. JOIST HANGERS,ETC. TO BE'TECO'OR EQUAL FOR ALL FLUSH 6. ALL SWITCHES AND OUTLETS ARE TO BE DECORA WHITE UNLESS OTHERWISE SPECIFIED BY OWNER OR ARCHITECT.ALL INDOOR FIXTURES EXCEPT p F N�+ MATERIAL,THE ARCHITECT SHALL BE THE PERSON TO DECIDE WHETHER STRUCTURAL CONNECTIONS. UNDERCOUNTER SHALL BE ON DIMMERS. OR NOT THE PROPOSED ARTICLE IS EQUAL. REQUEST FOR APPROVAL SHALL BE SUBMITTED IN WRITING BY THE G.C.TO THE ARCHITECT. 10. ALL CONCRETE FLOOR SLABS SHALL BE 4"THICK UNLESS OTHERWISE 7. THE MINIMUM LOAD FOR UNGROUNDED SERVICE CONDUCTORS AND SERVICE DEVICES THAT SERVE 100%OF THE DWELLING UNIT LOAD SHALL BE NOTED ON THE DRAWINGS. FLOORS TO BE LEVEL UNLESS OTHERWISE COMPUTED IN ACCORDANCE WITH TABLE E3502.2 NOTED ON THE DRAWINGS. DRAWING TITLE: 8. WIRING METHODS SHALL BE IN ACCORDANCE WITH TABLE E3701.2. ALLOWABLE APPLICATIONS FOR WIRING METHODS SHALL BE IN ACCORDANCE WITH TABLE 3701.4. GENERAL INSTALLATION AND SUPPORT REQUIREMENTS FOR WIRING METHODS SHALL BE IN ACCORDANCE WITH TABLE E3702.1 GENERAL NOTES DRAWING NUMBER: We W_ _W_ KUTCHINS RESIDENCE NOTE: THIS STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE STANDARDS SET FORTH IN THE WFCM 2001. NAILING SCHEDULES AND FRAMING CONNECTION DETAILS ARE PROVIDED BELOW AND AT RIGHT. SCHNEIDER G.C. SHALL COMPLY WITH ALL REQUIRED NAILING AND STRAPPING SPECIFICATIONS AS SET FORTH, ON THIS SHEET, AS WELL AS ANY BUILDING SECTIONS, DETAILS AND STRUCTURAL PLANS. W FCM 2001 TABLES - 'sIMPSON' HTT4 HOLD-DOWN W/ (18) 10d NAILS INTO STUDS& 5/8'THREADED ROD INTO 1ST FLOOR TOP PLATE @ CORNERS SCALE: NTS (SEE STRUCTURAL PLANS FOR LOCATIONS) 'SIMPSON' H2.5T TIE W/(5)8d NAILS INTO RAFTERS& (5) 8d NAILS INTO TOP PLATE ° ° Table 2. General Nailing Schedule 2x4 2x6 2x8 °°°° 4069 CHESTNUT. - _ . < _� - ' �' �; .; r ,�"t�-:�.� •g1�-, I-, � STREET Table5 Exterior Wall Woo Stud SEAFORD, NY 11783s (516)729-9646 v._....._. y .r _... ., -kz.,.;l x:, _ _ •' .,. ' ? Y _ #2 Stud #2 Stud #2 Stud ° DOUG@SARCHWO RK - ' FACE WORKSRoof Framing Stud Blocking to Rafter{Toe-nailed 2-8d 2-10d each end Exterior Studs l# Rim Board to Rafter(End-nailed) 2-16d 3-16d I. each end Spacing ! R e d - _ THREADED ROD 12" o.c. 12' - 8 i 11' - 3" 19' - 9" 1/'-U" 19' - 9" 19' -y" ° " 5 Wall Framing _._ � . s ° RENOVAT ON TO THE: Top Plates at Intersections (Face-nailed) 4-16d { 5-16d at joints Studs g 16' o.c` 11' - 5" 9' - 8" 18'- 5" 14' - 6" 19' - 9" 18' - 9" - °oo Non-Loadbearing Stud to Stud (Face-nailed) 2-16d I 2-16d 24"o.c. -- ---;---_ 2"X 2"X 4"STL PLATE K U T C H I N S RESIDENCE Header to Header(Face-nailed) 16d 16d 16" o.c.along edges 24" o.c. j 9' - 11" 7' =9" 15' - 6" 111 - 811 19' - 9" 15' - 1" - ------ --- - - - - _ _ NUT&LOCK WASHER Floor Framing _ _...... - - -- _r,...,, 12" o.c. 9' 9" 1 '- Loadbearing Studs ' Joist to Sill, Top Plate or Girder(Toe-nailed) (Fig. 14) 4-8d 4-10d per joist Supporting Roof and 16" o.c. 1 9' - 9" 9' - 8" 9' - 9'1 91 - 9" 2-8d 2-10d each end I Ceiling Only r- �-- (----�-_--,I Blocking to Joist (Toe Walled) 24 o.c. 9 - 9 7 -9 Blocking to Sill or Top Plate (Toe-nailed) 3-16d 4-16d each block �- --- -I 12" o.c. - 9" 9' 9" Ledger Strip to Beam or Girder (Face-nailed) I 3-16d 4-16d j each joist J Loadbearing Studs8"THREADED ROD Supporting Roof, �L_�' �� pp g ,; I , Joist on Ledger to Beam (Toe-nailed) 3- 8d 3-10d per joist Ceiling, and 1 Floor 16 o.c. I 9 -`9 9 - 8 � 91 - 911 91 - 9.1 Band Joist to Joist (End-nailed) (Fig. 14) i 3-16d 4-16d per joist Only 24" o.c. ! N P 2"X 2"X 4'STL PLATE Band Joist to Sill or Top Plate (Toe-nailed) (Fig. 14) 2-16d 3-16d i per foot _ ____L_-__- - H 2. 5T RAFTER TIE DETAIL L Roof Sheathing NP=Not Permitted SCALE: NTS 690 ALBERSTON LANE Wood Structural Panels rafters or trusses spaced up to 16" o.c. 8d 10d 6" edge/6"field Table 6. Top Plate Splice NUT&LOCK WASHER _ COUNTY D K 11944 TOWN OF SOUTHOL rafters or trusses spaced over 16 o.c. 8d 10d 4 edge/4 field I ' ;IlI�)t(rljisxri( �+ lj( a 3xEitl! I+)i. ( ° + K t, .. ,. t w . . , .. .:.: .efi_ .�,>� xr ,.t€? s•., _ . SUFFOLK CO gable endwall rake or rake truss w/o gable overhang 8d 10d 6" edge/6"field 16 Splice Length i 12 ~ j 20 24 I 28 32 36 I 40 i 50 j 60 70 ! 80 6"field 8d 10d 6" ed e/ .- . - T .. .r. .. •�: <s,.f.. + f •... � gable endwall rake or rake truss w/structural 9 (ft) tr at 4) 'i >. . ,. THE DRAWINGS outlookers I g blocks4"field 2. 4 6 �_� 8 NP NP NP NP � NP NP NP NP HTT4 TENSION TIE DETAIL THEAC HIO CT's SE VICE FOR DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE gable endwall rake or rake truss w/lookout blocks 8d 10d 4 edge/msµ 4 4 6 7 _8 10 12 14 16 NP NP NP NP ^ INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE -- -- G SOLELY WITH RESPECT TO THIS PROJECT AND UNLESS Ceiling Sheathing I 6 4 6 7 8 10 12 1 14 16 20 1 24 NP NP SCALE. NTS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMED ---- -- ----- - -------- ---- - THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN Gypsum Wallboard 5d coolers - 7" edge/ 10" field g 4 6 7 8 10 12 14 16 2O 24 2$ 32 ALL COMMON LAW,STATUTORY AND OTHER RESERVED COPYRIGHT.RIGHTS INCLUDING THE OWNER P RMITTED TOR TA N C PIES OF THE ARCHALL BE CTS Wall Sheathing11.1; i P-NO Permitted DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS FOR - -� •' INFORMATION AND REFERENCE IN CONNECTION WITH THE Wood Structural Panels Studs spaced u to 24" O.C. 8d 10d 6" edge/ 12" field Table 7 Wall Connections at Loadbearing Walls OARCHITECTS DRAWINGS,WNERS USE AND OCCUPANCY OF THE PROJECT. THE p p DOCUMENTS SHALL NOT BE USED BY TOHE OWNER OR 1/2" and 25/32" Fiberboard Panels 8d1 - 3" edge/6"field 'SIMPSON' MSTI 26 RIDGE ST t }k (13) 10d NAILS EACH SIDE INTO RAFTERS FOR ADDITIONS T THIS OTHERS WITHOUT WRITTEN CONSENT FROM ARCHITECT. - .: 1/2" Gypsum Wallboard 5d coolers - 7" edge/10" field PROJECTOR FOR COMPLETION OF THIS PROJECT FOR yp 12 I 16 20 24: 28 32 36 No. of 16tl OVER SHEATHING @ VERY RAFTER G E Floor Sheathing Stud Spacing " Common Nails __..___ ___W_ __.. ._ _�.-.._._._. . ____._ ...-__.: . + r , (Endnailed) 'SIMPSON'MP36 ON BOTH SIDES Wood Structural Panels m.. ._._. ...>....., . , �... . z..a . _.a. ...0 ..��. 1" or less 8d 10d 6" edge 112"field 12" o.c. 67 92 117 142 167 192 217 2 OF EVERY RAFTER ISSUED FOR PERMIT 05-21-14 RE-ISSUED FR PERMIT 05-30-14 greater than 1" 10d 16d 6" edge/6"field 16" o.c. 90 123 156 189 223 256 290 2 gzg 1 Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted,check IBC for additional requirements. 24" o.c. 135 184 234 284 334 384 434 2 0 0 0 0 0 _I o00 000 Nails. Unless otherwise stated,seizes given for nails are common wire sizes.Box and pneumatic nails of equivalent diameter and equal or greater length to the specified common nails may be substituted unless otherwise prohibited. o 0 0 0 Table 9. Wall Openings-Headers in Loadbearing Walls Table 3, Foundation Anchorage Loads Header Span Number of i` Uplift (lb.) Lateral (Ib.) �. � I Full-Height Studs Building Aspect Ratio (UW) Slab-on-Grade Raised-Floor 1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00 """`" �,_3_ ;, - `""' - s,.S..S3,;,1 A,r.,.�.� a.A. .-.tc.._....xLr:..vao,aa",.a .,.�F%„kn roai.,..s . 1�. k -sra,4.J..tsa...!a.z; YaJwu+m-=••-'xx Foundations3 2 1 I ( '" l , .:- 2-GAY 132 Foundation Upliftl Lateral A - M STI26 RIDGE STRAP & Supporting: ( : .- �M aK.. ... ,.... s 2-2x4 2 416 198 i (plf) (plf)I •_ 4 2 -2x4 2 554 264 M P 3 6 MENDING P LAT E Roof, Ceiling, i and One 217 132 201 252 302 352 403 453 503 553 604 730 5 2-2x4 3 693 330 Floor ---- 6 2-2x6 3 831 396 SCALE: NTS Roof, Ceiling, 1 and Two 157 132 316 395 474 553 633 712 791 870 949 730 7 T 2-2x8 3 970 462 Floors 1 8 2 -2x12 3 1,108 528 1 For non-loadbearing walls, uplift connections need not exceed 60 plf. 9 _ - 3 -2X10 3 1,247 594 2 Shear connection requirements in the maximum building dimension (L)need not exceed the tabulated values for L/W=1.00. 10 3 -2x12 4 1,385 660 LSTA 36 GALV STRAPS EVERY 3 Shear connection requirements are based on a required sheathing nail spacing of 3"o.c.in Tables 10 11. For reduced wood 11 4- 2x10 4 1,524 726 STUD. PROVIDE 4-8D COMMON structural panel sheathing nailing requirements of 4" and 6"o.c. and for fiberboard sheathing,the shear loads can be reduced. NAILS EACH STUD(ABOVE AND BELOW FLOOR JOISTS, END Table 4. Anchor Bolt Spacings Table 12. Truss,I-Joist,or Rafter Connections at Loadbearing Walls MIN 1"FROM PLATES) ° LENGTH (12"MIN)CUT Y i - LENGTH 7777777 Building Aspect Ratio(L!W) Slab-on-Grade 12 16 I 20 " 24 �I 28 aI 3236 JOB NUMBER: 14-690 uT- Truss,I-Joist orDATE: Raised-Floor 1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00 Foundations l Rafter Spacing t :..a. . µ t. .>-. , ...>: SCALE: AS NOTED m Lateral (lb.) shear(lb.) DRAWN BY: D.R.S. Foundation L �! • r 4 . .. ° CLEAR CHECKED BY: D.R.S. Supporting: R. :.. ..�. ., Roof, Ceiling, 12" o.c. 127 152 177 202 227 252 277 132 58 and One 72 71 59 51 44 39 35 32 30 24 SPAN Floor �� 16" o.c. 170 203 236 269 303 336 370 176 77 Roof, Ceiling, and Two 56 45 38 32 28 25 23 21 19 24 , 19.2" o.c. 204 243 283 323 363 403 444 211 93 Floors 1 The anchor bolt spacing in the maxiimum building dimension (L)need not be less than the tabulated spacing for L/W=1.00. 24" O.C. 255 304 354 .404 454 504 554 264 116 END Provide minimum 1" LENGTH (I MIN) end distance ARC/ Tabic ia. niciyc Shap Currucctions p Equal number of- co f QAC specified nails in :.:.. 3:12 ( 4:12 5:12 ( 6:12 7:12-12:'1277 0 I each end. tt► _� '� m Roof Span (ft.) , ! I' (t!li i< p.(tl )i l iii. 01, I y - .,_. ..+....sec.,...aw,a..au... e m:.� -.,a:..,' 3>.. ..-.-.z."..•:z,:;,.ta,:w:wi�s:.a.,«5.a-� 3s+.w._ ...,...,....a,._,,.,....... ,,>....s T �A r 12 176 145 114 103 97 S 03�� - 16 235 193 152 138 130 LSTA STRAP DETAIL �q rE 0F I 20 294 242 190 172 162 SCALE: NTS 24 353 290 228 207 194 ' 28 412 338 265 241 227 DRAWING TITLE: 32 471 387 303 276 259 NAILING & STRAPPING 36 529 435 341 310 292 DETAILS DRAWING NUMBER: KUTCHINS RESIDENCE SCHNEIDER 4069 CHESTNUT STREET SEAFORD, NY 11783 31'-32' (516)729-9646 DOUG@SARCHWORKS.COM NOTE: 16'-62' 14'-9" FACE BOOK.COM/SARCHWO RKS 2 ALL PENETRATIONS THROUGH A-200 THE FIRST AND SECOND FLOOR 2 FRAMING AND THE 2ND FLOOR CEILING FRAMING SHALL BE RELOCATE EXISTING PROPANE A-200 RENOVATION TO THE: FIRE CAULKED WITH TANKS TO REAR OF DWELLING K U TC H I N S RESIDENCE 'GrabberGard IFC'OR EQUAL EXIST NOTE: PROVIDE TRAPEZOIDAL A PERMANENT CERTIFICATE SPLASH BLOCKS AT GRADE w Co LISTING THE PREDOMINANT FOR EACH LEADER. z a HWH R-VALUES OF INSULATION INSTALL NEW HOT WATER NEW P.T.WOOD STOOP O D HEATER IN LAUNDRY CLOSET INSTALLED IN OR ON CEILINGS, w o_ d �? w ROOFS,WALLS, FOUNDATIONS o J Q O 0 O Q (SLAB, BASEMENT WALL, Q w C7 ivL1_7 INSTALL NEW LAUNDRY MACHINE 00Oz D- U) CRAWLSPACE WALL AND/OR iD C> BEDROOM 1 z IN EXISTING LOCATION,VENT EXISTING s U FLOOR AND DUCTS OUTSIDE A-201 0 X U) THROUGH REAR WALL A-201 CRAWLSPACE cn � X � U ) tO w w < Q CONDITIONED SPACES;AS WELL AS, U-FACTORS FOR DN w X ELIMINATE EXISTING POWDER 00 X U FENESTRATION SHALL BE 4" DN N ( ) ROOM TOILET&SINK `4 POSTED ON OR IN THE � ELECTRICAL DISTRIBUTION w w FIRE-BLOCKING SHALL BE PROVIDED IN WOOD-FRAME PANEL PER SECTION N1101.9 EXIST z 00 30X80 CONSTRUCTION IN THE FOLLOWING LOCATIONS: 690 ALBERSTON LANE OF THE RESIDENTIAL CODE OF GREENPORT, NEW YORK 11944 NEW YORK STATE. 4 NEW 2.0E 1.75"X5.5" L LVL HEADER DN 1. IN CONCEALED SPACES OF STUD WALLS AND TOWN OF SOUTHOLD NOTE: G.C.TO PROVIDE w A-200 4" w 16'-22' 4 F- — — 14'-1" — -I- — -� -4" PARTITIONS, INCLUDING FURRED SPACES AND SUFFOLK COUNTY U _ _ PARALLEL ROWS OF STUDS OR STAGGERED STUDS,AS CRAWLSPACE HEATER- U — — RANGE LOCATION TO BE z a- U O v b I _ FOLLOWS: I= in w INSTALL'SIMPSON'MSTA 49 STRAPS LINE OF 6'-11"C.H. c� DETERMINED IN FIELD U — —_ — — — — — — — — (0. — — O ci — O 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. X Q Q AT EVERY FLOOR JOIST ABOVE O cl) r O o O ci I o H 1.2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS — - I_' Q U) PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE cj EXISTING(2)2X10 HDR W TIMBER HEADER-STRAP TO WRAP o v g z_ z_ Q cnI im O _ FEET W W — M INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE 4 - — — — UNDER HEADER AND SECURE TO I- Q u �- w = X • I = 2.AT ALL INTERCONNECTIONS BETWEEN CONCEALED SOLELY WITH RESPECT TO THIS PROJECT AND UNLESS 0 FLOOR JOISTS ABOVE, MIN 6 10d AT g z ? N w z z NEW(2)2X12 HEADER w w OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMED -200 O 00 ( ) DINING ROOM U w H - VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN z EXISTING I EACH END OF STRAP INTO FLOOR 0 0 "v U (TO REPLACE EXISTIN ) SINK U 0- X d I I � -i I AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. ALL COMMON LAW,STATUTORY AND OTHER RESERVED ( CRAWLSPACE I JOISTS AND A MIN 8 10d INTO EACH X X — X (� RIGHTS INCLUDING THE COPYRIGHT. THE OWNER SHALL BE ( ) � Q N vo w ;T w U �— N o_ 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS EXISTING BRICK PIERS I FACE OF TIMBER HEADER Q w NEW WOOD BURNING N wI I X T PERMITTED TO RETAIN COPIES OF THE ARCHITECTS W LL � _ � w in KITCHEN I D*V I- AT THE TOP AND BOTTOM OF THE RUN. DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS FOR 00 — — — STOVE-PROVIDEO h O 4.AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES INFORMATION AND REFERENCE IN CONNECTION WITH THE X EXISTING FOUNDATION z DN OWNERS USE AND OCCUPANCY OF THE PROJECT. THE WALL TO REMAIN PROVIDE HL55PC BRACKET BY N HEARTH PER SECTION N ~ AND WIRES AT CEILING AND FLOOR LEVEL,WITH AN ARCHITECTS DRAWINGS,SPECIFICATIONS AND OTHER 'SIMPSON STRONG TIE'AT EACH M M1414.2 OF THE RCNYS o APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF DOCUMENTS SHALL NOT BE USED BY THE OWNER OR 1 OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS TIMBER COLUMN-PAINT BOLT F T —I REF FLAME AND PRODUCTS OF COMBUSTION.THE MATERIAL PROJECT OR FOR COMPLETION OF THIS PROJECT FOR INSTALL POST AS REQUIRED FOR M FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED OTHERS WITHOUT WRITTEN CONSENT FROM ARCHITECT. HEADS BLACK TO MATCH BRACKET I- — — --I- — — -I I UP HEADER IN DINING ROOM CEILING— — — — 24X80 DN � TO MEET THE ASTM E 136 REQUIREMENTS. �. LINE EXISTING WOOD _ _•_ _ _— _ _ - -' _- - cn `FRAMED LANDING AND O_ NEW 6"X8"HEAVY TIMBER HEADER 36x42 INSTALL ADDITIONAL 2X FRAMING IL STEPS ABOVE S R MEMBERS AS REQUIRED AT ISSUED FOR PERMIT 05-21-14 NEW 6X6 HEAVY TIMBER POST B E DN 1 MUDROOM WALL RE-ISSUED FOR PERMIT 05-30-14 EXISTING EXISTING I NOTE: . �M w DOWN TO FOUNDATION _ 4,, 6'-1" 4" CRAWLSPACE CRAWLSPACE G.C.TO FIELD VERIFY ALL DIMENSIONS N RELOCATE EXISTING ELECTRICAL �2"P.C. SLAB W/WWM OVER I PANEL AND HOT WATER HEATER INSTALL SHIMS AND FURRING 6-MIL POLY-VAPOR BARRIER I REMOVE&REPLACE ANY AND ALL SPLIT — CLOSET MUDROOM STRIPS AT MUDROOM CEILING ON COMPACTED SUBGRADE — — — —� . FRAMING MEMBERS _ — — O PRIOR TO SHEETROCKING (PITCH TO SUMP PUMP) _3 3 PROVIDE A MIN(2)2X ON ALL SIDES OF 0 24X EVERY FRAMED OPENING 12'-82' C7 00 4" 14'-1�' -4" U d A-200 4" 3- " 3z' z A3 EXISTING z = z = w CLOSET LIVING ROOM p V-2 CRAWLSPACE ci � @ z off.. U) O 1= @ INSTALL SHIMS AT EXISTING w Ci I (U z 0000 X X -? c~i) U FURRING STRIPS AT EXISTING ori 0 I p � w w W Q Q 18X80 CEILING PRIOR TO rb BEDROOM 2 O I O N u U SHEETROCKING M z I z N co 00 F- I !2 D' REMOVE EXISTING SUMP PUMP N X I w AND REPLACE WITH NEW- RECONNECT TO EXISTING W `�' I v x000 X N DRAINAGE SYSTEM X in I WALL MOUNTED `'' ''i HEAT PUMP/AC DN EXIST EXIST EXIST Lcl I I I I INSTALL SHIMS AT EXISTING FURRING 1 1 STRIPS AT EXISTING CEILING PRIOR TO 1 1 FOUNDATION FOR EXISTING'BILCO' A-201 A-200 SHEETROCKING I I DOORS TO REMAIN REPAL — — — -� A-201 A-200 31'-32' EXISTIINGOBIL ONDOOR OF SHEATHING OVER LINE OF EXISTING FRONT STOOP ABOVE JOB N O R� N N p R� N DATE: MAY NUMBER: 690 2014 SCALE. AS NOTED EXISTING FOUNDATION PLAN PROPOSED 1ST FLOOR PLAN DRAWN BY: D.R.S. 1 2 CHECKED BY: D.R.S. SCALE: 1/4" = 1'-0" SCALE: 1/4" = V-0" �Q PRC �lvQ' PSP N SC ti (� co m w O � Y 1 p g `gy .. ST t, 'ATE V�_ DRAWING TITLE: EXISTING FOUNDATION & FIRST FLOOR PLAN DRAWING NUMBER: 11311 � KUTCHINS RESIDENCE SCHNEIDER 4069 CHESTNUT STREET SEAFORD, NY 11783 (516)729-9646 DOUG@SARCHWORKS.COM FACEBOOK.COM/SARCHWORKS RENOVATION TO THE: KUTCHINS RESIDENCE 22 EXISTING ROOF FRAMING: (TYPICAL) A-200 A-200 NEW Z'GYPSUM BOARD MEDIUM DENSITY SPRAY FOAM INSULATION-R-28 TOTAL EXISTING ROOF RAFTERS EXISTING 4"T&G SHEATHING _ — — 30#BUILDING FELT FFA — — — — — — — — — — — — — ICE&WATER SHIELD AT EAVES — — — — — — — — — — — — — — — — — � � -1 I I I ASPHALT ROOF SHINGLES I I I i II II II II 690 ALBERSTON LANE 1I I I 1 I I I I GREENPORT, NEW YORK 11944 FIRE-BLOCKING SHALL BE PROVIDED IN I I TOWN OF SOUTHOLD WOOD-FRAME CONSTRUCTION IN THE A-201 SUFFOLK COUNTY FOLLOWING LOCATIONS: I A-201 I i I I I 1. IN CONCEALED SPACES OF STUD WALLS I I I I I I AND PARTITIONS, INCLUDING FURRED I I I I I I THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS SPACES AND PARALLEL ROVNS OF STUDS OR I I I I PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE STAGGERED STUDS,AS FOLLOWS: J I I I INSTRUMENTS E THE ARCHITECT'S SERVICE FOR USE I I _ _ _ _ _ _ _ _ _ _ J I I I SOLELY WITH RESPECT TO THIS PROJECT AND UNLESS 1.1.VERTICALLY AT THE CEILING AND FLOOR — — — — —— — — — — I J I OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMED - - - - - - - - - - � rr=___ - - - - - - - - - - - - - - LEVELS. I � I I I THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN 1.2. HORIZONTALLY AT INTERVALS NOT I ALL COMMON LAW,STATUTORY AND OTHER RESERVED I I RIGHTS INCLUDING THE COPYRIGHT. THE OWNER SHALL BE EXCEEDING T FEET I I NOTE: I I I I I PERMITTED TO RETAIN COPIES OF THE ARCHITECTS ALL PENETRATIONS THROUGH DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS FOR 2.AT ALL INTERCONNECTIONS BETWEEN THE SECOND FLOOR FRAMING I I I I NEW CHIMNEY FROM NEW WOOD N I I INFORMATION AND REFERENCE IN CONNECTION WITH THE CONCEALED VERTICAL AND HORIZONTAL I i AND THE CEILING FRAMING I I I BURNING FIREPLACE BELOW. EXTEND SPACES SUCH AS OCCUR AT SOFFITS, DROP I SHALL BE FIRE CAULKED WITH I I I OWNERS USE AND OCCUPANCY OF THE PROJECT. THE TO CODE MINIMUM HEIGHT AS ARCHITECTS DRAWINGS,SPECIFICATIONS AND OTHER 4 I I I DOCUMENTS SHALL NOT BE USED BY THE OWNER OR CEILINGS AND COVE CEILINGS. I i 'GrabberGard IFC'OR EQUAL I I DESCRIBED BELOW: R1003.9 OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS 3. IN CONCEALED SPACES BETWEEN STAIR I I PROJECT OR FOR COMPLETION OF THIS PROJECT FOR A-200 I I TERMINATION.CHIMNEYS SHALL I I OTHERS WITHOUT WRITTEN CONSENT FROM ARCHITECT. STRINGERS AT THE TOP AND BOTTOM OF I NEW 2X4 WALL FRAMING WITH �" I i I EXTEND AT LEAST 2 FEET HIGHER THAN PROVIDE SPARK ARRESTOR PER I NEW PLUMBING VENT FOR 4THE RUN..AT OPENINGS AROUND VENTS, PIPES, I I TYPE'X' SHEETROCK BOTH $ I I ANY PORTION OF A BUILDING WITHIN 10 RCNYS SECTION R1003.9.1 I I KITCHEN SINK-3" MIN ■ + no FEET, BUT SHALL NOT BE LESS THAN 3 I THROUGH ROOF SIDES-MAINTAIN MIN 2" I I I DUCTS, CABLES AND WIRES AT CEILING AND I I I NOTE: I FEET)ABOVE THE HIGHEST POINT RELOCATED EXISTING FLOOR LEVEL,WITH AN APPROVED I I CLEARANCE TO FLUE I ALL PENETRATIONS THROUGH I I I ISSUED FOR PERMIT 05-21-14 WHERE THE CHIMNEY PASSES PLUMBING VENT-3"MIN MATERIAL TO RESIST THE FREE PASSAGE I I I THE FIRST AND SECOND FLOOR ( THROUGH THE ROOF. THROUGH ROOF I RE-ISSUED FOR PERMIT 05-30-14 OF FLAME AND PRODUCTS OF COMBUSTION. I I I I 3 FRAMING AND THE 2ND FLOOR I I I I 3 THE MATERIAL FILLING THIS ANNULAR I FLUE FROM STOVE BELOW I CEILING FRAMING SHALL BE A-200 I I A-200 SPACE SHALL NOT BE REQUIRED TO MEET I I FIRE CAULKED WITH ( I ATTIC ATTIC I 'GrabberGard IFC'OR EQUAL J� THE ASTM E 136 REQUIREMENTS. ACCESS ACCESSI I — _ —— —— — — — — EXISTING RIDGE PROVIDE MIN. 34"HIGH HANDRAIL I I A PERMANENT CERTIFICATE I r (MEASURED FROM NOSING) AS PER I LISTING THE PREDOMINANT I I I 4" 24'-2i 4" I I R-VALUES OF INSULATION SECTION 312 OF THE R.C.N.Y.S. I INSTALLED IN OR ON CEILINGS, I I ( I I I ( I ROOFS,WALLS, FOUNDATIONS I I ( I I I NOTE: EXISTING GUARDRAIL (SLAB, BASEMENT WALL, I I I I EXHAUST VENT TO TERMINATE EXHAUST VENT TO G.C.TO FIELD VERIFY ALL DIMENSIONS71 TO REMAIN I I CRAWLSPACE WALL AND/OR TERMINATE I I TERMINATE THROUGH ROOF I THROUGH ROOF OVER MUDROOM I= I FLOOR)AND DUCTS OUTSIDE I I I � I 7 REMOVE&REPLACE ANY AND ALL SPLIT REMOVE&REPLACE I I ON BACK SIDE OF RIDGEI X v I CONDITIONED SPACES;AS I I I FRAMING MEMBERS TOILET,TUB AND SINK IN 0 I WELL AS, U-FACTORS FOR I I 4 EXISTING BATHROOM O co I FENESTRATION SHALL BE A-200 I– 24X80 _ M _Z iv I I POSTED ON OR IN THE I I I ( I �4 I I ELECTRICAL DISTRIBUTION N I LU ~ I EXISTING RIDGE LU D Z X d w `r° I I PANEL PER SECTION N1101.9 d w = I I OF THE RESIDENTIAL CODE OF n-c N M I I NEW YORK STATE. I LQ 00– I ASPHALT ROOF SHINGLES AS za I i SELECTED BY OWNER BEDROOM 3 0 n= I I PROVIDE ICE&WATER SHIELD BA_rHR DOJ Q I I EXTENDING A MINIMUM OF 24" ,� 1, Q w I FROM THE INTERIOR FACE OF ALL 5-10 - 2' 10'-82' � __jl — _ J WALLS(TYPICAL) L - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - J - - - - - - - �J EXIST EXIST PROVIDE NEW GUTTERS AS REQUIRED-CONNECT TO 24'-10z' EXISTING DRAINAGE SYSTEM NOTE: PROVIDE LEADER AS 1 1 REQUIRED, FINAL LOCATION 1 1 JOB NUMBER: 14-690 A-201 TO BE DETERMINED BY G.C. A-201 A-2O0 DATE: MAY 7,2014 NA O?,1N SCALE: AS NOTED DRAWN BY: D.R.S. PROPOSED 2ND FLOOR PLAN EXISTING ROOF PLAN CHECKED BY: D.R.S. . 2 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" A ATF sCA C� QLu h o 61 034 , OF N� , DRAWING TITLE: SECOND FLOOR PLAN & EXISTING ROOF PLAN DRAWING NUMBER: KUTCHINS RESIDENCE SCHNEIDER LIM amm NEW CHIMNEY FROM NEW WOOD BURNING FIREPLACE BELOW. NEW CHIMNEY FROM NEW WOOD BURNING FIREPLACE BELOW. EXTEND TO CODE MINIMUM HEIGHT AS DESCRIBED BELOW: R1003.9 EXTEND TO CODE MINIMUM HEIGHT AS DESCRIBED BELOW: R1003.9 TERMINATION. CHIMNEYS SHALL EXTEND AT LEAST 2 FEET HIGHER TERMINATION. CHIMNEYS SHALL EXTEND AT LEAST 2 FEET HIGHER THAN ANY PORTION OF A BUILDING WITHIN 10 FEET, BUT SHALL PROVIDE SPARK ARRESTOR PER THAN ANY PORTION OF A BUILDING WITHIN 10 FEET, BUT SHALL PROVIDE SPARK ARRESTOR PER NOT BE LESS THAN 3 FEET)ABOVE THE HIGHEST POINT WHERE RCNYS SECTION R1003.9.1 NOT BE LESS THAN 3 FEET)ABOVE THE HIGHEST POINT WHERE RCNYS SECTION R1003.9.1 THE CHIMNEY PASSES THROUGH THE ROOF. THE CHIMNEY PASSES THROUGH THE ROOF. RELOCATED EXISTING 1 PLUMBING VENT-3"MIN 1 A-201 THROUGH ROOF A-201 4069 CHESTNUT STREET SEAFORD, NY 11783 rih T.O. RIDGE _ T.O. RIDGE (516)729-9646 DOUG S 16'-6 2' —EXISTING ROOF FRAMING: (TYPICAL) 16'-6 z" ARCHWORKS.COM FACE OOK.COM/SARCHWORKS GRACE ICE&WATER SHIELD TO NEW z GYPSUM BOARD EXTEND A MINIMUM OF 24" MEDIUM DENSITY SPRAY FOAM BEYOND EXTERIOR WALL INSULATION-R-28 TOTAL ® r� � EXISTING ROOF RAFTERS EXISTING 4"T&G SHEATHING �_, RENOVATION TO THE: EXISTING ROOF FRAPAING: (TYPICAL) T.O. 2ND FLOOR PLATE 30#BUILDING FELT T.O.2ND FLOOR PLATE KUTCHINS RESIDENCE _ _ - —NEWS'GYPSUM BOARD LLCE-&-WATER-SHIELD AT VES 11 -8 11'-8" ASPHALT ROOF SHINGLES NEW PLUMBING VENT FOR - MEDIUM DENSITY SPRAY FOAM WINDOW TO REMAIN KITCHEN SINK, ETC-3"MIN INSULATION- TOTAL EXISTING WOOD EXISTING ROOFF RAFTERS THROUGH ROOF EXISTING 4'T&G SHEATHING 2ND FLOOR SUBFLOOR - __ _ 2ND FLOOR SUBFLOOR — — _ 30#BUILDING FELT EXISTING WALL FRAMING: (TYPICAL) 8,-0" — —ICE-&-NATER SHIELD AT EAVES 8-oll ASPHALT ROOF SHINGLES NEW 2'GYPSUM BOARD EXISTING PORTICO NEW R-15 BATT INSULATION INSTALL DRIP EDGE AT FASCIA, BEHIND TO REMAIN EXISTING 2X4 WALL STUDS GUTTER (TYPICAL) EXISTING FRONT EXISTING 4'T&G SHEATHING DOOR TO REMAIN NEW 8"EXTERIOR GRADE SHEATHING EXISTING WALL FRAMING: (TYPICAL) NEW TYVEK HOUSE WRAP 0 OD CLAPBOARD SIDING EXISTING WOOD111 IEL - - NEW!"GYPSUM BOARD 690 ALBERSTON LANE NEW R-15 BATT INSULATION FRAMED LANDING AND EXISTING 2X4 WALL STUDS GREENPORT, NEW YORK 11944 STEPS TO REMAIN EXISTING 2"T&G SHEATHING TOWN OF SOUTHOLD 1 ST FLOOR SUBFLOOR NEW$" EXTERIOR GRADE SHEATHING SUFFOLK COUNTY 1 ST FLOOR SUBFLOOR — — — — — — - — -- - - - — — - — ----- - — — - 0'-0" 0'-0" NEW TYVEK HOUSE WRAP u o NEW WOOD CLAPBOARD SIDING EXISTING FRONT L EXISTING WOOD THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS STOOP TO REMAIN PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE EXISTING'BILCO' WINDOW(S)TO REMAIN INSTRUMENTS OF THE ARCHITECTS SERVICE FOR USE LINE OF EXISTING FOUNDATION i DOOR TO REMAIN TEING WOOD \_ EW P.T.WOOD STOOP&STEPS SOLELY WITH RESPECT TO THIS PROJECT AND UNLESS WALL(TO REMAIN) I I OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMED OW(S)TO REMAIN RELOCATE EXISTING PROPANE I INSTALL FLASHING AT B.O.WALL SHEATHING THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN EXISTING WOOD LEXISTING WOOD TANKS TO REAR OF DWELLING TO LAP OVER FOUNDATION WALL AND ALL COMMON LAW,STATUTORY AND OTHER RESERVED INSTALL FLASHING AT B.O.WALL SHEATHING WINDOW TO REMAIN — — — — — — — — — — — — — — — — — — — FRAMED LANDING AND EXTEND A MIN 6"ABOVE FOUNDATION WALL- RIGHTS INCLUDING THE COPYRIGHT. THE OWNER SHALL BE — — — — — — — — — — — — — — — — — — STEPS TO REMAIN PERMITTED TO RETAIN COPIES OF THE ARCHITECTS EX LAP OVER FOUNDATION WALL AND — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — SECURE TO FOUNDATION WALL DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS FOR EXTEND A MIN 6"ABOVE FOUNDATION WALL — INFORMATION AND REFERENCE IN CONNECTION WITH THE SECURE TO FOUNDATION WALL WITH MASTIC(TYPICAL) OWNERS USE AND OCCUPANCY OF THE PROJECT. THE WITH MASTIC(TYPICAL) DOCUMENTS SHALL NOT BE USED BY THE OWNER OR ARCHITECTSDRAWINGS,SPECIFICATIONS AND OTHER OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS FRONT ELEVATION - SOUTH REAR ELEVATION — NORTH PROJECTOR FOR COMPLETION OF THIS PROJECT FOR OTHERS WITHOUT WRITTEN CONSENT FROM ARCHITECT. 1 = SCALE: 1/4" = V-0" i SCALE: 1/4 1 -0 ISSUED FOR PERMIT 05-21-14 RE-ISSUED FOR PERMIT 05-30-14 NEW CHIMNEY FROM NEW WOOD BURNING FIREPLACE BELOW. NEW CHIMNEY FROM NEW WOOD BURNING FIREPLACE BELOW. EXTEND TO CODE MINIMUM HEIGHT AS DESCRIBED BELOW: R1003.9 EXTEND TO CODE MINIMUM HEIGHT AS DESCRIBED BELOW: R1003.9 EXISTING ROOF FRAMING: (TYPICAL) TERMINATION. CHIMNEYS SHALL EXTEND AT LEAST 2 FEET HIGHER TERMINATION. CHIMNEYS SHALL EXTEND AT LEAST 2 FEET HIGHER NEW 2'GYPSUM BOARD THAN ANY PORTION OF A BUILDING WITHIN 10 FEET, BUT SHALL PROVIDE SPARK ARRESTOR PER THAN ANY PORTION OF A BUILDING WITHIN 10 FEET, BUT SHALL PROVIDE SPARK ARRESTOR PER MEDIUM DENSITY SPRAY FOAM NOT BE LESS THAN 3 FEET)ABOVE THE HIGHEST POINT WHERE RCNYS SECTION R1003.9.1 NOT BE LESS THAN 3 FEET)ABOVE THE HIGHEST POINT WHERE RCNYS SECTION R1003.9.1 INSULATION-R-28 TOTAL THE CHIMNEY PASSES THROUGH THE ROOF. THE CHIMNEY PASSES THROUGH THE ROOF. EXISTING ROOF RAFTERS EXISTING WOOD EXISTING 4'T&G SHEATHING EXISTING WOOD EXISTING ROOF FRAMING: (TYPICAL) WINDOW(S)TO REMAIN 30#BUILDING FELT WINDOW(S)TO REMAIN 1 ICE&WATER SHIELD AT EAVES NEW 2 GYPSUM BOARD MEDIUM DENSITY SPRAY FOAM ASPHALT ROOF SHINGLES INSULATION-R-28 TOTAL T.O. RIDGE T.O. RIDGE _ _ - - EXISTING ROOF RAFTERS 16' 6 z' 12 EXISTING ROOF FRAMING: (TYPICAL) 16'-6 Z 30#BUILDING" EXISTING 4'T&G SHEATHING G.FELT NEW z"GYPSUM BOARD ICE&WATER SHIELD AT EAVES 12 12 7 MEDIUM DENSITY SPRAY FOAM ASPHALT ROOF SHINGLES 71 7 INSTALL DRIP EDGE AT FASCIA, 12 INSULATION-R-28 TOTAL BEHIND GUTTER(TYPICAL) 7 EXISTING ROOF RAFTERS EXISTING WOOD EXISTING 4"T&G SHEATHING WINDOW(S)TO REMAIN INSTALL DRIP EDGE AT FASCIA, T.O.2ND FLOOR PLATE _ BEHIND GUTTER(TYPICAL) T.O.2ND FLOOR PLA _ — — ---30#-BUaLDNG-F�LT�_ 11'-8" — — — NEW 3'-0"X 6'-8" — -- — — 11'-8" ICE&WATER SHIELD AT EAVES ASPHALT ROOF SHINGLES EXTERIOR DOOR 12 12 41 � 4 2ND FLOOR SUBFLOOR _ — _ — 2ND FLOOR SUBFLOOR - 8'-0" \ 8'-0" 12 EXISTING PORTICO EXISTING WALL FRAMING: (TYPICAL) 4 TO REMAIN ® ® NEW 2'GYPSUM BOARD JOB NUMBER: �a-sso NEW R-15 BATT INSULATIEXISTING PORTICOON , � TO REMAIN DATE: MAY 7,2o�a EXISTING WOOD EXISTING 2X4 WALL STUDS '_.-_ SCALE: AS NOTED a EXISTING WOOD DRAWN BY: D.R.S. WINDOW(S)TO REMAIN / EXISTING 3"T&G SHEATHIING NEW 8"EXTERIOR GRADE:SHEATHING WINDOW(S)TO REMAIN CHECKED BY: D.R.S. NEW TYVEK HOUSE WRAP NEW — NEW WOOD CLAPBOARD SIDING 1 ST FLOOR SUBFLOOR 1 ST FLOOR SUBFLOOR lij 014. lll�j 01-011 EXISTING FRONTFj7_ RELOCATE EXISTING PROPANE STOOP TO REMAIN TANKS TO REAR OF DWELLING L_ J L_ J \_LEXISTING WALL FRAMING: (TYPICAL) EXISTING FRONT LINE OF EXISTING FOUNDATION I NOTE: PROVIDE TRAPEZOIDAL I EW P.T.WOOD STOOP&STEPS STOOP TO REMAIN WALL(TO REMAIN) EXISTING WOOD EXISTING WOOD I NEW!"GYPSUM BOARD FRAMED LANDING AND WINDOW(S)TO REMAIN SPLASH BLOCKS AT GRADE NEW R-15 BATT INSULATION LINE OF EXISTING FOUNDATION PRCHI F INSTALL FLASHING AT B.O.WALL SHEATHING STEPS TO REMAIN FOR EACH LEADER EXISTING 2X4 WALL STUDS WALL(TO REMAIN) Q TO LAP OVER FOUNDATION WALL AND EXISTING EXTERIOR SC T EXTEND A MIN 6"ABOVE FOUNDATION WALL- — — — _ — — — — — —_ _ _ — _ _'_ DOOR TO REMAIN— EXISTING 4-T&G SHEATHING_ _ _ _ _ _ PN ti a — — — — — INSTALL FLASHING AT B.O.WALL NEW$"EXTERIOR GRADE SHEATHING SHEATHING TO LAP OVER SECURE TO FOUNDATION WALL NEW TYVEK HOUSE WRAP � Y co WITH MASTIC(TYPICAL) NEW WOOD CLAPBOARD SIDING FOUNDATION WALL AND EXTEND W ` 0, A MIN 6 ABOVE FOUNDATION 4 3SIDE ELEVATION EAST SIDE DE ELEVATION WEST WALL-SECURE TO FOUNDATION- � O i any 1c WALL WITH MASTIC(TYPICAL) SCALE: 1/4" = V-0" SCALE:: 1/4" = V-0" STS 7E DRAWING TITLE: EXTERIOR ELEVATIONS DRAWING NUMBER: CH NIS RESIDENCE EXISTING ROOF FRAMING: (TYPICAL) NEW Z'GYPSUM BOARD . MEDIUM DENSITY SPRAY FOAM INSULATION-R-28 TOTAL EXISTING ROOF RAFTERS NOTE: EXISTING 4"T&G SHEATHING ALL PENETRATIONS THROUGH 30#BUILDING FELT THEE ND L MI S CO FLOOR FRAMING S C H E I LO)" E R ICE&WATER SHIELD AT EAVES AND THE CEILING FRAMING • ASPHALT ROOF SHINGLES SHALL BE FIRE CAULKED WITH NEW CHIMNEY FROM NEW WOOD BURNING FIREPLACE BELOW. 'GrabberGard IFC'OR EQUAL EXTEND TO CODE MINIMUM HEIGHT AS DESCRIBED BELOW: R1003.9 PROVIDE SPARK ARRESTOR PER RCNYS SECTION R1003.9.1 TERMINATION. CHIMNEYS SHALL EXTEND AT LEAST 2 FEET HIGHER THAN ANY PORTION OF A BUILDING WITHIN 10 FEET, BUT SHALL 20ga x 1 1/4"WIDE RIDGE STRAPS NOT BE LESS THAN 3 FEET)ABOVE THE HIGHEST POINT WHERE WITH (4) 10d NAILS EACH SIDE INTO THE CHIMNEY PASSES THROUGH THE ROOF. RAFTERS OVER SHEATHING @ INSTALL MEDIUM DENSITY EVERY RAFTER SPRAY FOAM INSULATION- 2 NEW 2X6 COLLAR TIES @ EVERY ROOF R-28 TOTAL AT EXISTING C-102 _ RAFTER SECURE TO EACH ROOF RAFTER � CATHEDRAL CEILINGS WITH MIN(5) 10d NAILS IN EACH END T.O. RIDGE _ — — — — _ — — — — 16-6' 1 4069 CHESTNUT STREET 2 'SIMPSON' H2.5T TIE W/(5) 8d SEAFORD, NY 11783 FLOORINSTALL' IST ABOVE MSTA 49 STRAPS - EVERY NAILS INTO RAFTERS& (5) DOUG@S9646 RKS.COM FLOOR JOIST ABOVE TIMBER HEADER-STRAP TO 8d NAILS INTO TOP PLATE WRAP UNDER HEADER AND SECURE T FLOOR FACE BOOK.COM/SARCHWORKS JOISTS ABOVE, MIN (6) 10d AT EACH END OF STRAP INTO FLOOR JOISTS AND A MIN (8) 10d INTO EACH _ EXISTING _ T.O.2ND FLOOR PLATE FACE OF TIMBER HEADER BEDROOM 3 1 11'-8" / 'SIMPSON'LSTA 36 GALV STRAPS EVERY RENOVATION TO THE: PROVIDE HL55PC BRACKET BY 1 1 STUD. PROVIDE 4-8D COMMON NAILS KU TC H I N S RESIDENCE 'SIMPSON STRONG TIE'AT EACH C-102 C-102 EACH STUD(ABOVE AND BELOW FLOOR TIMBER COLUMN- PAINT BOLT JOISTS, MIN 1"FROM PLATES)2ND FLOOR SUBFLOOR HEADS BLACK TO MATCH BRACKET SEE DETAIL ON SHEET C-102.00) 8'-0" INSTALL NEW R-30 BATT 'SIMPSON' H2.5T TIE W/(5)8d INSULATION AT EXISTING -- --- 3&4 NAILS INTO RAFTERS& (5) FLAT CEILINGS NEW 6"X8"HEAVY TIMBER HEADER C-102 FIRE-BLOCKING SHALL BE PROVIDED IN WOOD-FRAME 8d NAILS INTO TOP PLCONSTRUCTION IN THE FOLLOWING LOCATIONS:ATE � �—NEW 6X6 HEAVY TIMBER POST � EXISTING DOWN TO FOUNDATION 'SIMPSON'HTT4 HOLD-DOWN W/ 'LSTA'36 GALV STRAPS EVERY STUD. / DINING (18) 10d NAILS INTO STUDS& %"ANCHOR BOLT 1. IN CONCEALED SPACES OF STUD WALLS AND PROVIDE 4-8D COMMON NAILS EACH EXISTINGINTO 1ST FLOOR TOP PLATE @CORNERS PARTITIONS, INCLUDING FURRED SPACES AND STUD(ABOVE AND BELOW FLOOR 1 LIVING (SEE DETAIL ON SHEET C-102.00& PARALLEL ROWS OF'STUDS OR STAGGERED STUDS,AS JOISTS, MIN 2 1/2"FROM PLATES) C-10 // STRUCTURAL PLANS FOR LOCATIONS) 1.O.VERTICALLY AT 1fHE CEILING AND FLOOR LEVELS. (SEE DETAIL ON SHEET C-102.00) / 'LSTA'36 GALV STRAPS EVERY STUD. PROVIDE 1.2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 N LANE 4-8D COMMON NAILS EACH STUD ABOVE AND FEET 690 ALB ORT,ONEW YORK 11944 1ST FLOOR SUBFLOOR ( 2.AT ALL INTERCONINECTIONS BETWEEN CONCEALED 0'-0" — —BELOW FCDOR JOISTS, MIN 2 1/2"FROM PLATES) (SEE DETAIL ON SHEET C-102.00) VERTICAL AND HORCZONTAL SPACES SUCH AS OCCUR TOWN OF SOUTHOLD EXISTING WALL FRAMING: (TYPICAL) AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. SUFFOLK COUNTY NEW 2"GYPSUM BOARD 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. t NEW R-15 BATT INSULATION INSTALL NEW R-30 BATT 2"P.C. SLAB NGS,SPE W/WWM OVER 4.AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES EXISTING 2X4 WALL STUDS INSULATION AT 6-MIL POLY-VAPOR BARRIER EXISTING 3i T&G SHEATHING EXISTING FLOORS AND WIRES AT CEILIING AND FLOOR LEVEL,WITH AN PREPAREDTHE BY THEARCHIIT CCIFICATONS AND T FORTH STPROJECCTAREDOCUMENTS 4 ON COMPACTED SUBGRADE APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF INSTRUMENTS E THE ARCHITECT'S SERVICE FOR USE NEW$"EXTERIOR GRADE SHEATHING (PITCH TO SUMP PUMP FLAME AND PRODUCTS OF COMBUSTION.THE MATERIAL SOLELY WITH RESPECT TO THIS PROJECT AND UNLESS NEW TYVEK HOUSE WRAP FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMED NEW WOOD CLAPBOARD SIDING THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN TO MEET THE ASTM IE 136 REQUIREMENTS. ALL COMMON LAW,STATUTORY AND OTHER RESERVED REMOVE EXISTING SUMP PUMP RIGHTS INCLUDING THE COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES OF THE ARCHITECTS AND REPLACE WITH NEW- DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS FOR RECONNECT TO EXISTING INFORMATION AND REFERENCE IN CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE PROJECT. THE DRAINAGE SYSTEM ARCHITECTS DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR BUILDING SECTION OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT FOR 1 OTHERS WITHOUT WRITTEN CONSENT FROM ARCHITECT. SCALE: 1/4" = V-0" ISSUED FOR PERMIT 05-21-14 RE-ISSUED FOR PERMIT 05-30-14 JOB NUMBER: 14-690 DATE:MAY 7,2014 SCALE:AS NOTED DRAWN BY:D.R.S. CHECKED BY:D.R.S. AR y�T \gam ,P�P" C co � Y O Tq T E OF DRAWING TITLE: BUILDING SECTION DRAWING NUMBER: KUTCHINS RESIDENCE LAM 4 _L'_­l ­__.__1 SCHNEIDER 2 2 A-200 A-200 4069 CHESTNUT STREET SEAFORD, NY 11783 (516)729-9646 DOUG@SARCHWORKS.COM _ _ _ FACE BOOK.CO M/SARCHWORKS ri ze- HEAT/AC O RENOVATION TO THE: I I KUTCHINS RESIDENCE A-201 / *SD/CO - - - - - - - - - - -- - - - - - - - - -- 0 - - - - - - - - - - - - - - - - - __�� II - - - - - - - - - �° � _ GJI@ IF - - II 4yI'AFF II II I I rGFI @ I I I I 690 ALBERSTON LANE GREENPORT, NEW YORK 11944 HEAT/AC I I \\\ � I I I I TOWN OF SOUTHOLD I I i I i SUFFOLK COUNTY / \ \ 3 I W I � I THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE / I I INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND UNLESS __ __ 45"AF 3 I I \ I I 3 OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMED / 1 F---T Z ', A-200 I I O I I A-200 THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN I I I ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE OWNER SHALL BE 3 ' SSD/CO �---I----I REF I I THE ARCHITECT'S 3 -------- ------- ' I I DRAWINGS,SPECIFICATIONS AND PERMITTED TO RETAIN COPIES FOTH R DOCUMENTS FOR INFORMATION AND REFERENCE IN I I I OWNERS USE AND OCCUPANCY OF THE NPRO ECECTION T. THE ITH HE ARCHITECTS DRAWINGS,SPECIFICATIONS AND OTHER 4 \\ 3 \ / I DOCUMENTS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS I I PROJECT OR FOR COMPLETION OF THIS PROJECT FOR \ EXHAUST VENT TO I I OTHERS WITHOUT WRITTEN CONSENT FROM ARCHITECT. A-200 \ ——— A a00DN TO TERMON BAINATE CK SIDE OFUGH RIDGE OOF --- \ EXHAUST VENT TO TERMINATE *SD/CO I I ISSUED FOR PERMIT 05-21-14 ——— I THROUGH ROOF OVER MUDROOM �\ GFI i i RE-ISSUED FOR PERMIT 05-30-14 --- � I 42"AFF_ 69 � I 479 3 4 II 4 *SD I HEAT/AC HEAT/AC 1 1 1 1 A-201 A-201 A-200 A-200 NORTH NORTH PROPOSED SECOND FLOOR ELECTRICAL PLAN PROPOSED FIRST FLOOR ELECTRICAL PLAN � 2 1 f SCALE: 1/4" = 1'-0" SCALE: 1/4"' = V-0" ELECTRICAL NOTES JOB NUMBER: 14-690 ALL ELECTRICAL WORK SHALL COMPLY WITH N.E.C.AND ALL LOCAL CODES DATE:MAY 7,2014 AND BE BY A LICENSED ELECTRICIAN. SCALE:AS NOTED COLORS OF ALL RECEPTACLES, SWITCHES,TELEPHONE&CABLE DEVICES TO MATCH HOUSE DRAWN BY:D.R.S. STANDARD AS SELECTED AND APPROVED BY ARCHITECT/OWNER. CHECKED BY:D.R.S. ELECTRICAL LEGEND THE ELECTRICAL CONTRACTOR SHALL VERIFY SIZES OF BREAKERS, FUSES,WIRES, ETC., FOR ALL EQUIPMENT PROVIDED PRIOR TO MAKING CONNECTION. LIGHT FIXTURES SWITCHES RECEPTACLES MISCELLANEOUS THE ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES TO DUPLEX RECEPTACLE, 12"AFF 80 CFM EXHAUST FAN VENTED TO EXTERIOR, PANASONIC AVOID CONFLICT AT THE SITE. + CEILING-MOUNTED FIXTURE WALL SWITCH-SYSTEM DIMMER z LOW.JON OR APPROVED EQUAL HOMERUNS SHALL BE COORDINATED WITH PANELBOARDS,ALL WIRING AND CONDUIT EXISTING WALL SWITCH-REMOVE& EXISTING RECEPTACLE WHERE REQ'D SHALL BE CONCEALED, EXCEPT IN THE MECHANICAL ROOMS RR EXISTING CEILING-MOUNTED FnXTURE, REMOVE&REPLACE w/NEW � REPLACE w/NEW •SD LINE`VOLTAGE SMOKE DETECTOR �- DUPLEX RECEPTACLE WITH GROUND FAULT INTERRUPTOR •CO LINE`VOLTAGE CARBON MONOXIDE DETECTOR MINIMUM WIRE/CONDUIT SIZES, EXCEPT FOR CLASS 2 LOW VOLTAGE CIRCUITS, D A D DIMMING WALL SWITCH MOUNTED 42 AFF U.O.N. SHALL BE#12 AWG COPPER IN 1/2"CONDUIT WHERE REQ'D ��E \ �p� Is ti F� WALL-MOUNTED FIXTURE SUPPLIED BY OWNER&INSTALLED BY GC, 100W MAX. � JAMB SWITCH DUPLEX RECEPTACLE WITH TOP HALF SWI •SD/CO LINE`VOLTAGE COMBINATION C.O.&SMOKE DETECTOR THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL EQUIPMENT AND SWITCHED WITH , � � "WP"INDICATES WATER PROOF OR RESISTANT FOR EXTERIOR FIXTURES. 1 �/2 WALL SWITCH RR REMOVE&REPLACE EXISTING THERMOSTAT MATERIALS NECESSARY TO MAKE A COMPLETE AND WORKABLE JOB F 2 T LEVITON DECORA PLUS ELECTRONIC TIMER IY q �� � CONFIRM THE EXACT LOCATION AND MOUNTING OF THE LIGHTING FIXTURES WITH SWITCH#6530M. USE LUTRON VAREO RECEPTICAL DUPLEX RECEPTACLE MOUNTED IN CABINET EF EXISTING WALL-MOUNTED EXHAUST FAN OWNER PRIOR TO ROUGH-IN, LOCATE ALL LIGHTS ON CENTER 4'SURFACE-MOUNTED FLUORESCENT 3 LAMP MIN * p WALL PLATE AND CONNECTION PLATE#NT-R-NFB. EXIST QUAD RECEPTACLE o LABEL ALL CIRCUITS PROPERLY ON A TYPED PANELBOARD INDEX CARD �K��a` EXTERIOR FLOODLIGHT CEILING MOUNTED MOTION DETECTOR SP CEILING SPEAKER CONTRACTOR TO INSTALL WIRING ONLY ��' 0, 4V) J O ALL SMOKE DETECTORS AND/OR CARBON MONOXIDE DETECTORS TO BE F® FLOOR RECESSED BOX WITH BRASS SCREW COVER, BACK TO ROOM CORNER AS DIRECTED BY OWNER HARDWIRED AND INTERCONNECTED '9 LEVITON#5250 D o MR16,4-1/2"DIAMETER LIGHTOLIER 305WHWX w/302MR(W/INSULATED COAXIAL WIRING FOR CABLE TV.WIRE BACK TO ELECTRIC PANEL SMOKE DETECTORS REQUIRED IN EACH BEDROOM, IN HALL OUTSIDE BEDROOMS,AND ON EACH FLOOR CEILING FRAME-IN KIT @ 2ND FLOOR WHERE REQUIRED), 5OW MR16 LAMP REMOVED DEVICES E&® DUPLEX RECEPTACLE WITH GROUND FAULT INTERRUPTER © INCLUDING GROUND FLOOR. IN WATER RESISTANT BOX, LEVITON#4998-64 OR EQUAL NETWORK PORT-CAT 5e WIRING BACK TO LIGHTOLIER LYTEPOINTS SHOVVER LIGHT 5OW MR16 LAMP MODEL 376WHX w/ EXISTING WALL SWITCH TO BE REMOVED BASEMENT BY ELECTRIC PANEL CARBON MONOXIDE DETECTORS TO BE PROVIDED WITH MIN 1 PER FLOOR WITH AN APPLIANCE WITH A os 302MRI (W/INSULATED CEILING FRAME-IN KIT @ 2ND FLOOR WHERE REQUIRED) LEVITON 658-BR SIDE WIRED CLOCKHANGER COMBUSTIBLE FUEL SOURCE AND ON EACH STORY CONTAINING A SLEEPING AREA;WITHIN 15 FT OF DRAWING TITLE: RCI' EXISTING DOWN LIGHT TO BE REMOVED THE SLEEPING AREA. � ELECTRICAL PLANS LIGHTOLIER LYTECASTER COMPACT FLUORESCENT DOWNLIGHT 2001 F13 R • APPLIANCE RECEPTACLE, SEE APPLIANCE CUT SHEET FOR EXISTING TRACK LIGHT TO BE REMOVED REQUIRED LOAD&RECEPTACLE TYPE ALL PENETRATIONS THROUGH THE SECOND FLOOR FRAMING AND THE CEILING FRAMING SHALL qR EXISTING 75W DOWN-LIGHT FIXTURE, REMOVE AND REPLACE W/NEW -X- EXISTING WIRING TO BE REMOVED BE FIRE CAULKED WITH'GrabberGard IFC'OR EQUAL DRAWING NUMBER: LIGHTOLIER LYTEPOINT 3 3/4"AIPERATURE 305WHWX 50W MR TYPE C=.7 UNDERCABINET LIGHTING,ARDEE LIGHTING CLICKSTRIP(SIZE AS EXISTING CEILING-MOUNTED FIXTURE TO BE REMOVED PROVIDE 1 SWITCH AND(3) PORCELAIN PENDANT FIXTURES IN ATTIC;AS WELL AS.RECEPTACLES NOTED ON LIGHT FIXTURE SCHEDULE) R WITH 36"OF ANY MECHANICAL EQUIPMENT EXISTING WALL SCONCE TO BE REMOVED KUTCHINS RESIDENCE 1 � SCHNEIDER HE K 690 ALBERTSON LANE GREENPORT, NEW YORK 11944 o S83°44_ _— LIST OF DRAWINGS : _ \ _ C-100.00 COVER SHEET, SITEPLAN 4069 CHESTNUT STREET \ — —__ SEAFORD, NY 11783 C-101.00 GENERAL NOTES (516) 729-9646 329 78, C-102.00 NAILING SCHEDULE DOUG@SARCHWORKS.COM A-100.00 FOUNDATION & FIRST FLOOR PLANS FACEBOOK.COM/SARCHWORKS \ A-101.00 SECOND FLOOR & ROOF PLANS 1 w A-200.00 EXTERIOR ELEVATIONS 3 Ico- A-201.00 BUILDING SECTION \ 1 o 1 E-100.00 ELECTRICAL PLANS RENOVATION TO THE: �m KUTCHINS RESIDENCE 0 \ 1 RELOCATE EXISTING PROPANE TANKS TO REAR OF DWELLING i / \ 1 o \ NEW MASONRY STEPS � 1 E -- --- o CONDENSING UNIT FOR GARAGE XISTING o MINI-SPLIT SYSTEM \ 690 ALBERSTON LANE GREENPORT, NEW YORK 11944 d. EST. TOWN OF 1 1/2 STORY EXISTING WOOD \ SUFFOLK COUNTOLD EXISTING PORTICO RESIDENCE STOOP &STEPS \ N 81°40'.5;;7_---- &STEPS THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS 8_05,�__—__— \' PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE __ INSTRUMENTS OF THE ARCHITECTS SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND UNLESS N 8S°42'20"�/�/ _ -- "�— _ — OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMED —_ IT, THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN —1 I ^�� __ __ ALL COMMON LAW,STATUTORY AND OTHER RESERVED ALBER N 173.90' RIGHTS INCLUDING THE COPYRIGHT. THE OWNER SHALL BE LANE PERMITTED TO RETAIN COPIES OF THE ARCHITECT'S DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN CONNECTION WITH THE NORTH OWNERS USE AND OCCUPANCY OF THE PROJECT. THE ARCHITECTS DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS S ITE P LA N PROJECT OR FOR COMPLETION OF THIS PROJECT FOR FRONT ELEVATION OTHERS WITHOUT WRITTEN CONSENT FROM ARCHITECT. SCALE: 1/4" = V-0" SCALE: 1" = 30'-0" ISSUED FOR PERMIT 05-21-14 REScheck Software Version 4.5.0 VENT Compliance Certificate THROUVENGH \ THROUGH THROUGH ROOF THROUGH ROOF (V.T.R.) � (V.T.R.) JIL JIL Project ROOF. Energy Code: 2010 New York Energy Conservation I— _ I Location: Suffolk County, New York _ Construction Type: Single-family I — —�— Project Type: Alteration Climate Zone: 4 (5750 HDD) 11/2. 111z i1�" Permit Date: Permit Number: BATHR OM (3 FIXTU ES) Construction Site: Owner/Agent: Designer/Contractor: ALgren Po Kutchins Schneider Architectural Works, PC 690 ALbertson Lane NY Greenport,NY 2ND FLOOR Yit 2" q" 3C.O. Compliance: 10.2%Better Than Code Maximum UA: 187 Your UA. 168 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. .Y - "• Tick Tock Malure Golf+. , It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. ITCHEN Envelope Assemblies U{� (3X FH ROES)I (2 IXTURES) ri 1Y"I 1 2 1/2 1Y2" I1Y" gyp. rill - y E FAI Floor:All-Wood oistll russ:Over Unconditioned Space 980 30.0j i First Floo J 0.0 0.033 32 ~ � - 1ST FLOOR F . , North Wall:Wood Frame,24"o.c. 173 15.0 0.0 0.074 13 ron� �.: 5vo amcrtson Ln:. ,+ " 2" 3' 1 Y" q 1 Y2" J3. North Facing Windows:Wood Frame:Double Pane --- --- --- --- --- o b,rtson Lti, .. --- C O/ Exemption:Glazing replacement in existing sash or frame. "Ln" Meir°"'kq.q°"•ser'`Ps 4" q" C.O. South Wall:Wood Frame,24"o.c. 343 15.0 0.0 0.074 25 �7 South Facing Windows:Wood Frame:Double Pane --- --- --- --- -- t CONNECTTO JOB NUMBER: 14-690 Exemption:Glazing replacement in existing sash or frame. EXISTING APPROVED DATE: MAY 7,2014 East Wall:Wood Frame,24"o.c. 425 15.0 0.0 0.074 31 SUFFOLK COUNTY SEPTIC SYSTEM C SCALE: AS NOTED East Facing Windows:Wood Frame:Double Pane --- --- --- --- -- Exemption:Glazing replacement in existing sash or frame. 4" DRAWN BY: D.R.S. CHECKED BY: D.R.S. Wall 4:Wood Frame,24"o.c. 425 15.0 0.0 0.074 31 :: 2nd Floor Ceiling:Cathedral Ceiling 375 28.0 0.0 0.037 14 '`"' f ; .' CRAWLSPAGf Indira Klotze- 1st Floor Ceiling:Cathedral Ceiling 605 28.0 0.0 0.037 22 -' is Photog,aphY Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other ttit calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy " Conservation Construction Code requirements in REScheck Version 4.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Schneider Architectural Works,PC Name-Title Signature Date PROPERTY LOCATION PLUMBING RISER DIAGRAM SCALE: N.T.S. �O PRC 1NECT RESIDENTIAL CODE OF NEW YORK STATE - TABLE R 301.2 (1) BUILDING PLAN REVIEW NOTE: TO THE BEST OF MY KNOWLEDGE THE O +� �> GROUND WIND SEISMIC WINTER ICE SHIELD FLOOD AIR DRAWINGS HEREIN ARE COMPLIANT TOWN OF SOUTHOLD BUILDING PLANS EXAMINER SHALL REVIEW THE ENCLOSED f�p� S� SNOW DESIGN DESIGN UNDERLAYMENT HAZARDS FREEZING WITH THE WFCM 2001, THE 2010 RCNY, DOCUMENT FOR MINIMUM ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS OF THE TOWN OF SOUTHOLD AS SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL CODE OF THE STATE OF LOAD SPEED CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY TEMP. REQUIRED INDEX AND THE 2010ECCNYS NEWYORK.THIS REVIEW DOES NOT GUARANTEE COMPLIANCE WTH THAT CODE.THE SEAL7N 1 TATE AND SIGNATURE OF THE DESIGN PROFESSIONAL HAS BEEN INTERPRETED AS AN MIN3'-0" BELOW ATTESTATION THAT,TO THE BEST OF THE LICENSEE'S BELIEF AND INFORMATION,THE 20 1 MPH C SEVERE HEAVY MODERATE 110 F YES ---- 599 WORK IN THIS DOCUMENT: FINISHED GRADE • IS ACCURATE, • CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF SUBMISSION • CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND VIEW TO THE DRAWING TITLE: SAFEGUARDING OF LIFE,HEALTH,PROPERTY,AND PUBLIC WELFARE COVER SHEET • IS THE RESPONSIBILITY OF THE LICENSEE EEC UTCHINS xESIDENCE T71 Ty DIV LT SITEPLAN DRAWING NUMBER: • 1 � 1 KUTCHINS RESIDENCE GENERAL NOTESSCHiNEIDER 1. ALL PERMITS AND REQUIRED APPROVALS FROM LOCAL BUILDING B. COMPREHENSIVE PUBLIC LIABILITY, BODILYINJURYAND PROPERTY 36. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT FIRST 11. STRUCTURAL STEEL TO BE ASTM A36,DETAILED,FABRICATED,AND DEAD LOAD, LIVE LOAD, DEFLECTION VALUES: �+ AUTHORITIES AND ALL LOCAL JURISDICTIONS ARE TO BE ACQUIRED DAMAGE INSURANCE: INFORMING THE ARCHITECT. SUBMIT MATERIAL SPECIFICATIONS AND ERECTED AS PER AISC. 301.4 Dead load.The actual weights of materials and construction shall be used for determining dead load vrith consideration for the dead BEFORE BEGINNING ANY CONSTRUCTION. THE G.C. SHALL PROCURE AND MAINTAIN DURING THE LIFE OF THIS SAMPLES FOR APPROVAL,IN WRITING,PRIOR TO ORDERING OR load of fixed service equipment. CONTRACT COMPREHENSIVE PUBLIC LIABILITY,BODILY INJURY AND COMMENCEMENT OF WORK. 12. ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE 301.5 Live load.The minimum uniformly distributed live load shall be as provided in Table R30-5. 2. ALL WORK SHALL CONFORM TO THE RESIDENTIAL CODE OF NEW YORK PROPERTY DAMAGE INSURANCE,IN AN AMOUNT NOT LESS THAN PERFORMANCE STANDARDS AND ALL OTHER REQUIREMENTS OF STATE AND ALL APPLICABLE CODES. $1,000,000.00 COMBINED SINGLE LIMIT,INCLUDING COMPLETED 37. INSULATION ON THE EXTERIOR WALLS AND CEILINGS OF ALL HEATED APPLICABLE U.S. COMMERCIAL STANDARDS FOR THE TYPE AND SPECIES TABLE R301.5 MINIII1.111 UNIFORMLY DISTRIBUTED LIVE LOADS(in pounds persquare foot) OPERATIONS. SUCH INSURANCE SHALL BE PROVIDED AND MAINTAINED AT SPACES SHALL BE FIBERGLASS BATTS, SIZE AS INDICATED ON DRAWINGS OF PLYWOOD AND SO BE IDENTIFIED BY AN APPROVED AGENCY. LIVE 3. THE CONTRACTOR IS TO COMPLY WITH ALL LOCAL ZONING AND ALL TIMES BY THE G.C.AND ALL OF HIS SUBCONTRACTORS ENGAGED IN WITH A VAPOR BARRIER ON THE HEATED SIDE. PACK ALL SPACES AROUND use LOAD 20 BUILDING CODES AND REGULATIONS. THE PERFORMANCE OF THE WORK. WINDOWS AND DOORS WITH INSULATION. ALL INSULAION SHALL BE 13. THE ENTIRE WORK SHALL BE ACCURATELY FRAMED;PLUMB,LEVEL Attics with limited aq.2b P4,h 10 C.SCOPE OF INSURANCE AND SPECL4L HAZARDS: AND TRUE,WELL SPIKED,BRACED,AND ANCHORED TOGETHER TO Attics,.& without storaoe 10 SIZED,LOCATED AND INSTALLED IN ACCORDANCE WITH N.Y.S. ENERGY Deckse 40 4. IT IS THE INTENTION OF THESE DRAWINGS TO PROVIDE FOR THE THE INSURANCE REQUIRED UNDER PARAGRAPHS'A'AND'B'HEREOF SHALL CODE. FORM A RIGID STRUCTURE,AND TO ENSURE EVEN SETTLEMENT AND Exterior balconies 60 CONSTRUCTION OF A RESIDENCE,INCLUDING EVERY ITEM AS SHOWN OR PROVIDE ADEQUATE PROTECTION FOR THE G.C.AND HIS SHRINKING THROUGHOUT. UNLESS OTHERWISE NOTED ON THE PLANS, Rre escapes 40 REASONABLY IMPLIED,OR REQUIRED, TO COMPLETE ALL WORK. SUBCONTRACTORS AGAINST DAMAGE CLAIMS WHICH MAY ARISE FROM 38. INSULATION IN CATHEDRAL CEILINGS SHALL BE AS INDICATED ON ALL FRAMING MEMBERS TO BE 16" O.C. SUardrails and handrailsd 200i 4069 CHESTNUT STREET s in-fill cam anent5D� OPERATIONS UNDER THIS CONTRACT,WHETHER SUCH OPERATIONS BE BY DRAWINGS. CARE SHALL BE TAKEN TO MAINTAIN THE FREE PASSAGE OF Passerasuardraiisls vehicle aara e t s0a SEAFORD, NY 11783 5. THE DRAWINGS AND NOTES ARE INTENDED TO BE COMPLETE BUT THE INSURED,OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY HIM. AIR BETWEEN INSULATION AND ROOF DECK(1" MIN.AIR SPACE;,). 14. DOUBLE JOISTS AROUND ALL OPENINGS AND BELOW ALL PARALLEL Rooms other than sleeping 40 (516) 729-9646 SHOULD ANYTHING BE OMITTED FROM THE DRAWINGS,NECESSARY TO INSURANCE SHALL ALSO ADEQUATELY PROTECT AGAINST ANY SPECIAL WALL PARTITIONS AND AT TUB AREAS. _ rooms DOUG@SARCHWORKS.COM THE PROPER CONSTRUCTION OF THE WORK HEREIN DESCRIBED,IT SHALL HAZARDS WHICH MAY BE ENCOUNTERED IN THE PERFORMANCE OF THIS Sleeping rooms so 39. ALL WOOD SHEATHING ON EXTERIOR WALLS AND ROOF SHALL BE tairs 40c FAC E BOOK.COM/SARC HWO RKS BE THE DUTY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT PRIOR TO CONTRACTSUCH AS FIREGAS EXPLOSIONFLOODETC, , , , . COVERED WITH ONE LAYER OF 159 WATERPROOF BUILDING PAPER. 15. PROVIDE ALL LINTELS OR HEADERS NOT INDICATED ON DRAWINGS OVER ALL OPENINGS. HEADERS ARE TO BE UAL TOP FULL WIDTH OF ' � bi �, THE SUBMISSION OF BIDS. Q For SI: 1 pound per square foot=0.0479 kPa, 1 square inch=645 mm-, D.PRIOR TO THE COMMENCEMENT OF WORK,THE G.C. SHALL FURNISH 40. ALL WALLS AND CEILINGS SHALL BE FINISHED WITH 5/8" GYPSUM FRAMING--MIN(2)2"x 8". 6. THE OWNER RESERVES THE RIGHT TO MAKE CHANGES IN THE THE OWNER WITH A COPY OF EACH INSURANCE CERTIFICATE INDICATING WALLBOARD EXCEPT AS INDICATED OTHERWISE ON DRAWINGS. USE 1 pound=4.45 N. RENOVATION TO THE: DRAWINGS AND TO THESE NOTES AS THE WORK PROGRESSES, CHANGE COVERAGE IN AMOUNTS NOT LESS THAN THOSE SET FORTH ABOVE. THEWATERPROOF TYPE IN AREAS OF MOISTURE AND'DUROCK' ON ALL AREAS 16. ALL WINDOW AND DOOR OPENINGS,UNLESS OTHERWISE ._ , „ , a.Elevated garage floors shall be capable of supporting a 2,000-pound load applied over a 20-square-inch area. K U TC H I N S RESIDENCE OWNER RESERVES THE RIGHT TO REVIEW AND APPROVE ALL INSURANCE TO RECEIVE TILE. INDICATED, SHALL HAVE STUDS DOUBLED ON JAMBS. b.Applies to attic spaces meeting the requirements in Section R802.4.1 for conventional ceiling joists and section ORDERS,DRAWINGS, SPECIFICATIONS OR INSTRUCTIONS COVERING SUCH he Rs021o.7 for trusses.Attics without storage are those where tmaximum clear height between joist and rafter Is less CHANGES WILL BE ISSUED TO THE G.C.,WHOSE RESPONSIBILITY IT WILL BE COMPANIES AND COVERAGE. than.1 inches, s where there are not two or more adjacent them with the same web configuration capable of TO DISTRIBUTE THESE EXPEDITIOUSLY,AND TO NOTIFY ALL E.TEN DAYS ADVANCE WRITTEN NOTICE SHALL BE GIVEN TO THE 17. ALL FLOOR JOISTS SHALL BE CROSSBRIDGED WITH 5/4" x 3" containing a rectangle 42 inches high by 2 feet wide,or greater,located within the plane of the truss.For attics without SUBCONTRACTORS AFFECTED TO TAKE SUCH MEASURES AS MAY BE OWNER,BY THE INSURANCE CARRIER OF ANY CHANGE OR CANCELLATION 41. GLAZING IN DOORS, SHOWER DOORS AND ENCLOSURES,ADJOINING BRIDGING AT MIDSPAN OR INTERVALS NOT TO EXCEED 8'0.C.(TYPICAL storage,this live load need not be assumed to act concurrently with any other live load requirements. NECESSARY TO AVOID ERRORS IN THE WORK WHICH MAY OCCUR DUE TO OF COVERAGE SET FORTH ABOVE. DOORS&BATH TUB DOORS &ENCLOSURES SHALL BE SO SIZED!, AT FLOORS WITH DIMENSIONAL LUMBER). c.Individual stair treads shall be designed for the uniformly distributed live load or a 300-pound concentrated load acting THE USE OF SUPERCEDED DRAWINGS. CONSTRUCTED,TREATED OR COMBINED WITH OTHER MATERIALLS AS TO over an area of 4 square inches,whichever produces the greater stresses. F.THE G.C. SHALL PROMPTLY,OR AS SOON AS IS REASONABLY MINIMIZE EFFECTIVELY THE POSSIBILITY OF INJURY TO PERSONS IN THE 18. THE TOP AND BOTTOM EDGES OF JOISTS MAY BE NOTCHED NOT TO d.A single concentrated load applied in any direction at any point along the top.7. WORK AFFECTED BY CHANGES PROPOSED IN ANY REVISED DRAWINGS POSSIBLE,NOTIFY THE OWNER AND THE ARCHITECT,IN WRITING,OF ANY EVENT THE GLAZING IS CRACKED OR BROKEN. GLASS IN HAZARDOUS EXCEED 2". e.See Section R502.2.1 for decks attached to exterior walls. OR OTHER DOCUMENTS ISSUED TO THE G.C. SHALL NOT BE EXECUTED AREAS TO CONFORM TO 2010 RESIDENTIAL CODE OF N.Y.S.R308 SAFETY f.Guard in fill components (all those except the handrail),balusters and panel fillers shall be designed to withstand a ACCIDENT OR OCCURRENCE INVOLVING INJURY OR DAMAGE TO PROPERTY GLASS REQUIREMENTS. 19.�CONTRACTOR SHALL NOT CUT HOLES IN ANY HEADERS. horizontally applied normal load of so pounds on an area equal to 1 square foot.This Toad need not be assumed to act UNLESS CHANGES ARE ACCOMPANIED BY A LETTER OF AUTHORIZATION DURING THE COURSE OF CONSTRUCTION. THE REPORT SHALL BE MADE TO PROCEED ACCORDINGLY. INCASES WHERE INSTRUCTIONS concurrently with any other live load requirement. ACCOMPANYING ANY ISSUE OF REVISED DRAWINGS OR OTHER NOTWITHSTANDING THE FACT THAT NO INJURY OR DAMAGE MAY BE 42., ALL WORK SHALL COMPLY WITH PART IV ENERGY CONSERVATION 20. WOOD FRAMED STRUCTURAL MEMBERS SHALL NOT BE DRILLED DOCUMENTS REQUEST ESTIMATES OF COST INVOLVED, SUCH ESTIMATES APPARENT AT THE TIME OF THE ACCIDENT OR OCCURRENCE IN SUCH CONSTRUCTION CODE OF THE 2010 RESIDENTIAL CODE OF NEW'YORK NOTCHED OR ALTERED IN ANY MANNER EXCEPT AS PROVIDED IN ' cgeilliingties jo joists and section R802.10 6 for trusseattic spaces not meeting the tirements for s.For attics with limited stoe per ootnote b. See Ser--tion rage and constructed with tru trusses,this 2 for conventional STATE. SECTION 8602.6(1)AND 8602.6(2) need only be applied to those portions of the bottom chord of not less than two adjacent trusses with the same web WORK configuration containing a rectangle 42 inches(1067 mm)high or greater by 2 feet(610 mm)wide or greater,located 690 ALBERSTON LANE SHALL BE PREPARED AND SUBMITTED PROMPTLY,IN ORDER NOT TO AFFECT THE SCHEDULED PROGRESS OF THE WORK. within the plane of the truss.The rectangle shall fit between the top of the bottom chord and the bottom of any other GREENPORT, NEW YORK 11944 21. THE ARCHITECT SHALL HAVE ACCESS TO THE JOB SITE AT ALL TIMES, 43 . STORM WATER FROM ROOF TO BE DISPOSED OF IN A PROPER MANNER 21. DRILLING AND NOTCHING OF EXTERIOR WALLS AND BEARING truss member,provided that each of the following criteria is met: 8. DRAWINGS ARE NOT TO BE SCALED,DIMENSIONS GOVERN,LARGE AND TO THE SHOP OF ANY SUBCONTRACTORS. ANY INFERIOR MATERIALS AS REQUIRED BY NASSAU/SUFFOLK COUNTY HEALTH DEPARTMENT, PARTITIONS SHALL COMPLY WITH FIGURE R602.6(1)AND R602.6(2). 1.The attic area is accessible by a pull-down stairway or framed opening in accordance with section 807.1; and TOWN OCOU SUFFOLK THOLD SCALE DETAILS SHALL TAKE PRECEDENCE OVER SMALL SCALE PLANS. OR WORKMANSHIP SHALL BE REMOVED UPON THE REQUEST OF THE LOCAL BUILDING DEPARTMENT,AND ALL OTHER AGENCIES HAVING ARCHITECT,AND SUCH WORK SHALL BE RECONSTRUCTED BY THE G.C..AT JURISDICTION. DRILLING AND NOTCHING OF TOP PLATE SHALL COMPLY WITH FIGURE 2.The truss shall have a bottom chord pitch less than 2:12. R602.6.1 9. ALL DIMENSIONS ARE FROM ROUGH FRAMING TO ROUGH FRAMING NO ADDITIONAL COST TO THE OWNER OR ARCHITECT. h.Atticc spaces served by a fixed stair shall be designed to support the minimum live load specified for sleeping rooms. 44. THE G.C. SHALL RECTIFY AND PAY ALL COSTS INVOLVED IN THE UNLESS SPECIFICALLY INDICATED OTHERWISE. i.Glazing used in handrail assemblies and guards shall be designed with a safety factor of 4.The safety factor shall be THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS 22, THE G.C. SHALL BE RESPONSIBLE FOR SECURING THE NECESSARY REPAIR OF ANY DAMAGE TO EXISTING AREAS NOT DESIGNATED FOR WORK FOUNDATION NOTES: applied to each of the concentrated loads applied to the top of the rail,and to the load on the in-fill components.These PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE TO BE DONE. THIS RESTORATION SHALL BE DONE TO THE SATISFACTION loads shall be determined'independent of one another,and loads are assumed not to occur with any other live load. INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE 10. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD. APPROVALS AND PERMITS FROM LOCAL GOVERNING AUTHORITIES, SOLELY WITH RESPECT TO THIS PROJECT AND UNLESS ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT BEFORE INCLUDING THE BUILDING INSPECTOR'S CERTIFICATE OF OCCUPANCY,AND OF THE ARCHITECT. 1. DO NOT BACKFILL AGAINST FOUNDATION WALLS IN EXCAVATED AREAS UNTIL OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMED HEALTH DEPARTMENT AND BOARD OF FIRE UNDERWRITERS CERTIFICATES. FIRST FLOOR FRAMING IS COMPLETE. R301.6 Roof load.The roof shall be designed for the live load indicated in Table 8 =301.6 or the=now lad indicated in Table R301.2(1), THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN PROCEEDING. ALL PERMITS SHALL BE PROPERLY DISPLAYED AT THE JOB SITE. FURNISH 45. DRIVEWAYS,PAVEMENTS,PUBLIC ROADWAYS,CURBS,ETC. THAT ARE whichever is greater. - ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE OWNER SHALL BE COPIES OF ALL DOCUMENTS TO THE ARCHITECT. BROKEN, SETTLED,OR OTHERWISE DEFECTIVE AS A RESULT OF:RECEIVING, 2. ALL FOOTINGS,FOUNDATION WALLS,AND SLABS OTHER THAN GARAGE SLABS, TABLE R301.6 MINIMUt4 ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT HORIZONTAL PROJECTION PERMITTED U RETAIN COPIES IG THE ARCHITECT'S 11. THE G.C. SHALL SUBMIT SHOP DRAWINGS, SKETCHES, SAMPLES AND/OR HANDLING OR STORAGE OF MATERIAL,OR PERFORMANCE OF VTORK DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS FOR SHALL BE 3,500 PSI CONCRETE,AND GARAGE SLABS SHALL BE 3500 PSI AS PER RCNYS. TRIBUTARY LOADED AREA INFORMATION AND REFERENCE IN CONNECTION WITH THE MANUFACTURER'S CATALOG CUTS TO THE ARCHITECT FOR ITEMS CALLED 23. THE G.C.ASSUMES RESPONSIBILITY FOR HAVING ALL UNDER THIS CONTRACT,OR BY REASON OF NEGLECT OF THE G.C.TO IN OWNERS USE AND OCCUPANCY OF THE PROJECT. THE FOR IN THE CONTRACT DOCUMENTS. 'THESE SHALL BE REVIEWED FOR SUBCONTRACTORS REVIEW ALL CONTRACT DOCUMENTS FOR THEIR PROTECT PROPERLY AGAINST DAMAGE, SHALL BE FULLY RESTORED TO 3. EXCAVATE FOR ALL FOOTINGS,FOUNDATION WALLS AND SUCH OTHER WORK AS SQUARE FEET FOR ANY ARCHITECTS DRAWINGS,SPECIFICATIONS AND OTHER CONFORMANCE WITH DESIGN INTENT'BY THE ARCHITECT,PRIOR TO THE COMPLETE SCOPE OF WORK,PRIOR TO SUBMITTING ANY ESTIMATES OR THE SATISFACTION OF THE OWNER,AT THE FULL COST AND EXPENSE OF STRUCTURAL MEMBER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR MAY BE NECESSARY TO THE DEPTHS AS SHOWN ON THE DRAWINGS.ALL TRENCHES OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS ORDERING OR FABRICATION OF ANY TTEM. APPROVAL BY THE ARCHITECT BIDS. THE G.C. SHALL BE HELD RESPONSIBLE FOR THE WORK PERFORMED THE G.C. THE EXTENT OF REPAIRS OR REPLACEMENTS SHALL BE FOR FOOTINGS,FOUNDATIONS,ETC SHALL BE VERIFIED IN FIELD. 201 to Over PROJECT OR FOR COMPLETION OF THIS PROJECT FOR ROOF SLOPE 0 td 200 600 600 OTHERS WITHOUT WRITTEN CONSENT FROM ARCHITECT, DOES NOT RELIEVE THE G.C.FROM RESPONSIBILITY FOR PROPER BY ALL OF HIS SUBCONTRACTORS. DETERMINED BY THE ARCHITECT. Flat or rise less than 4 inches WORKMANSHIP, COORDINATION OF DIMENSIONS WITH ADJACENT WORK, 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AS SHOWN IN per foot 1:3 20 16 12 ® " AND NORMAL GUARANTEES OF WORK. 24. THE G.C.GUARANTEES THAT ALL MATERIALS,WORKMANSHIP AND 46. ALL REQUISITIONS FOR PAYMENT FROM THE G.C.TO THE OWNER TABLE R402.2 OF THE RESIDENTIAL CODE OF NEW YORK STATE Rise 4 inches per foot(1:3) EQUIPMENT INCORPORATED IN THE WORK SHALL BE NEW OF GOOD o less than 12 inches per 16 14 12 Q SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. foot 1;1 ISSUED FOR PERMIT 05-21-14 12. A COMPLETE SET OF THE LATEST DRAWINGS SHALL BE KEPT AT THE QUALITY,FREE OF FAULTS AND DEFECTS,AND SHALL REMAIN SO FOR A 4. WHERE WALLS ARE POURED TO GRADE,AND DAMPPROOFED,THE CONTRACTOR Rise 12 Inches per foot(1:1) 12 12 1 12 JOB SITE BY THE G.C.AT ALL TIMES FOR USE BY THE BUILDING PERIOD OF ONE YEAR FROM THE DATE OF THE ARCHITECTS APPROVAL OF 47. NO FINAL PAYMENT,ORr.PART THEREOF, SHALL BECOME DUE UNTIL SHALL BACKFILL AGAINST THEM WITH CLEAN EARTH. CARE SHALL BE TAKEN TO and greater DEPARTMENT,THE OWNER,THE ARCHITECT OR ENGINEER. FINAL PAYMENT FROM THE OWNER TO THE G.C. THE G.C. SHALL DELIVER TO THE OWNER A COMPLETE RELEASE;OF ALL BRACE WALLS AS REQUIRED TO PREVENT CAVING. BACKFILL TO BE FREE OF WOOD, LIENS ARISING OUT OF.THIS CONTRACT, OR RECEIPTS IN FULL Dq LIEU For SI: 1 square foot = 0.0929 Int, 1 pound per square foot=0.0479 kPa, 13. ANY ITEM WHICH IS NOT CLEARLY UNDERSTOOD FROM THESE 25. THE G.C. SHALL.BE RESPONSIBLE FOR PROPER STORAGE AND 8401.4.1 Geotechnical evaluation.In lieu of a complete geotechnical evaluation,the toad-bearing values in Table Ra01.a.1 shall be asswned, THEREOF. THE G.C.MAY,IF ANY CLAIMANT REFUSES TO SUPPLY A DRAWINGS OR ANY ITEM WHICH APPEARS TO BE IN CONFLICT WITH THE HANDLING OF ALL MATERIALS AND EQUIPMENT. THE PREMISES SHALL BE RELEASE OF RECEIPT OF PAYMENT IN FULL,OR IF ANY CLAIM IS IN DISPUTE TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa 1 inch per foot-83.3 mm/m. INTENTION OF THE DRAWINGS IS TO BE CHECKED WITH THE ARCHITECT FREE OF ALL SURPLUS MATERIALS,MOISTURE,DIRT AND RUBBISH AT ALL OR IS SUBJECT TO THE JUDGMENT OF A COURT OF COMPETENT LOAD- BEFORE ORDERING OF ANY MATERIAL AND BEFORE ANY CONSTRUCTION TIMES. UPON COMPLETION OF THE WORK,ALL STAINS AND PAINT SPOTS JURISDICTION,FURNISH A BOND SATISFACTORY TO THE OWNER PRESSURE OR INSTALLATION IS BEGUN. SHALL BE REMOVED FROM CEILINGS,WALLS,FLOORS,WINDOWS,DOORS, INDEMNIFY HIM AGAINST THE LIEN. IF ANY LIEN IS FILED OR REMAINS CLASS OF MATERIAL squares per ETC.AS PART OF A THOROUGH CLEANING. UNSATISFIED AFTER ALL PAYMENTS ARE MADE,THE G.C. SHALL REFUND Crystalline bedrock 12,000 14. DURING THE COURSE OF CONSTRUCTION WORK THE G.C. SHALL MARK . sedimenta and foliated rock 4 000 TO THE OWNER ALL MONEYS THAT THE LATTER MAY BE COMPELLED TO Sandy gravel and/or gravel 3,000 UP A SET OF DRAWINGS TO UPDATE THE ACTUAL AS-BUILT CONDITIONS. 26. THE G.C. SHALL COORDINATE HIS WORK WITH THE WORK'OF OTHER (GW and GP AT COMPLETION OF THE PROJECT AND PRIOR TO FINAL PAYMENT TO THE PAY IN DISCHARGING SUCH LIEN,INCLUDING ALL COSTS AND A, Sand,silty sand,clayey sand, SUBCONTRACTORS AND CONTRACTORS,WHETHER HIS OWN,OR THOSE REASONABLE ATTORNEY'S FEE AND HEREBY AGREES TO INDENiINIFY THE silty gravel and clayey gravel 2,000 G.C., SUBMIT THESE DRAWINGS TO THE ARCHITECT,WHICH CLEARLY SEPARATE CONTRACTS LET BY THE OWNER,PRIOR TO THE ' {sw SP, SC GM and GC OWNER AGAINST ALL SUCH LOANS,DAMAGE AND EXPENSE ARISING OUT clay,sandy day,silty day, DOCUMENT ANY CHANGES. COMMENCEMENT OF WORK,THE G.C. SHALL PROVIDE A WORK SCHEDULE OF THE BONDING OR DISCHARGE OF SUCH LIEN. clayey slit,silt and sandy silt 1,500b MH and CH TO THE ARCHITECT,SHOWING ESTIMATED COMMENCEMENT AND CL Mt_ 15. SHOULD DRAWINGS AND/OR SPECIFICATIONS CONFLICT,THE G.C. COMPLETION DATES FOR EACH SUBCONTRACTOR. 48. THE G.C. SHALL PAY ALL SALES,CONSUMER USE,AND OTHER SIMILAR For Si: 1 pound per square foot=0.0479 kPa. SHALL BE RESPONSIBLE FOR THE GREATER QUANTITY,OR HIGHER TAXES REQUIRED BY LAW. COSTS FOR THESE TAXES SHALL BE INCLUDED QUALITY OF WORK CALLED FOR. a.When soil tests are required by Section 8401.4,the allowable bearing capacities of the Boll shall be part of the recommendations. Q 27. WHENEVER WORK IS DONE WHERE NO DEFINITE DETAILS OR IN THE G.C.'S BIDS OR ESTIMATES. b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site,the allowable bearing capacity shall be determined by a soils Investigation. INSTRUCTIONS ARE GIVEN,THE G.C. SHALL PERFORM THE WORK IN 16. CONTRACTOR TO STAKE OUT PROPOSED WORK AND VERIFY SETBACKS ACCORDANCE WITH THE BEST INDUSTRY PRACTICE, THAT IS,AS THE 49. A FINAL SURVEY SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT TABLE 8402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE BEFORE PROCEEDING WITH THE WORK. WORK IS CUSTOMARILY DONE IN WORK OF THE BEST CLASS OF THE AT COMPLETION OF JOB MINIMUM SPECIFIED COMPRESSIVE 17. THE G.C. SHALL FURNISH AND MAINTAIN TEMPORARY PROTECTION PARTICULAR TRADE. STRENGTHa(f`.) (SUCH AS MASONITE TAPED DOWN TO FLOORING HEAVY DUTY PLASTIC50.ELECTRICAL UNDERWRITERS CERTIFICATE MUST BE SUBMITTED TO Weatherill PollentiaiD SHEETS NEATLY TAPED TO SEAL OUT DUST,ETC.)WHEREVER DAMAGE 28. CONTRACTOR TO COORDINATE AND PERMIT ACCESS FROM OWNER'S THE BUILDING DEPARTMENT AT COMPLETION OF JOB TYPE OR LOCATION OF CONCRETE CONSTRUCTION Nec�li ible Moderate_ Severe SEPARATE CONTRACTORS FOR LANDSCAPING,KITCHEN INSTALLATION, Basement walls,foundations and other concrete not 2,500 2,500 2,500c COULD OCCUR TO EXISTING,OR NEWLY INSTALLED WORK. exposed to the weather MECHANICAL SYSTEM INSTALLATION, SECURITY SYSTEM AND AUDIO STRUCTURAL NOTES: Basement slabs and interior slabs on grade, except 2,500 2,500 2,500° 18. THE G.C. SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING SYSTEM WIRING BEFORE WALLS ARE CLOSED. garage floor slabs 1. STRUCTURAL LUMBER TO BE THE SIZE INDICATED ON THE Basement walls,foundation walls,exterior wails and ALL LABOR,MATERIALS,EQUIPMENT AND SERVICES NECESSARY TO CONSTRUCTION DRAWINGS AND SHALL BE DOUGLAS FIR/LARCHFOR other vertical concrete 2,500 3,o0od 3,000d COMPLETE ALL WORK SHOWN ON, OR REASONABLY INFERRED FROM,THE 29. CONTRACTOR SHALL PROVIDE WRITTEN WARRANTIES PRODUCT DATA work exposed to the weather INSTALLATION,AND MAINTENANCE INSTRUCTIONS FOR ALL ITEMS OF VERTICAL MEMBERS AND HORIZONTAL/ROOF MEMBERS. FB = 1:200MIN. porches,carport slabs and steps exposed to the weather, 2,500 3,000d,e,f 3,500d:e,f DRAWINGS. WORK,INCLUDING ROOFING,WINDOWS,DOORS, CARPETING,FIREPLACE, and garage floor slabs ETC. 2. ALL WOOD FRAMING INCLUDING JOISTS,BEAMS,POSTS, STUDS,ETC TO 19. THE G.C. SHALL NOT ENCLOSE OR(COVER UP ANY WORK REQUIRING BE HEMLOCK FIR NO.2 OR BETTER WITH Fb=875 PSI; SINGULAF F'b= 1000 PSI For SI: 1 pound per square inch =6.895 kPa. INSPECTION AND APPROVAL UNTIL INSPECTORS HAVE COMPLETED REPETTITIVE. HEADERS AND GIRDERS SHALL BE#1 OR APPEARANCE a.Strength at 28 days psi. EXAMINATION AND ISSUED WRITTEN CERTIFICATES OF ACCEPTANCE. 30. THE G.C. SHALL COORDINATE,AND BE PRESENT AT THE JOB SITE FOR GRADE.ALL STUDS SHALL BE KILN DRIED. PLATES SILLS AND SHORTANY AND ALL INSPECTIONS BY THE BUILDING DEPARTMENT,FIRE � b. See Table 8301.2(1)for weathering potential. JOB NUMBER: 14-690 DEPARTMENT,BOARD OF UNDERWRITERS,COUNTY DEPARTMENT OF BLOCKING PIECES MAY BE UTILITY GRADE. POSTS UNDER GIRDERS SHALL c. Concrete in these locations that may be subject to freezing and thawing during construction shall be air-entrained concrete in accordance with Footnote d. DATE: MAY 7,2014 20. NO WORK SHALL COMMENCE PRIOR TO SUBMISSION,BY THE G.C.TO HEALTH SERVICES,AND ANY OTHER AGENCIES HAVING JURISDICTION. BE HEMLOCK FIR NO.'2 OR BETTER: ' THE ARCHITECT,OF CERTIFICATES OF INSURANCE,INCLUDING DISABILITY, d.Concrete shall be air-entrained.Total air content(percent by volume of concrete)shall be not less than 5 percent or more than 7 percent. SCALE: AS NOTED WORKMEN'S COMPENSATION,AND CONTRACTOR'S PUBLIC LIABILITY AND 31. THE G.C. SHALL MAKE ARRANGEMENTS 3. ALL LUMBER SHALL BE SURFACE DRY. e.See section R402.2 for maximum cementitious materials content. DRAWN BY: D.R.S. PROPERTY DAMAGE. BY COMMENCING WORK,THE G.C. WILL HAVE ALSO 'MAINTAIN AND PAY FOR ALL CHECKED BY: D.R.S. CERTIFIED THAT ALL SUBCONTRACTORS HAVE ADEQUATE INSURANCE COSTS FOR TEMPORARY SERVICES OF ANY KIND(WATER,PLUMBING, f. For garage floors with a steel troweled finish, reduction of the total air content(percent by volume of concrete)to not less than 3 percent is permitted if the specified compressive strength of the concrete is increased to not LIGHTING,ELECTRICAL POWER TELEPHONE,HEAT)THAT MAY BE 4. ALL END JOISTS SHALL BE DOUBLED OVER SILLS. less than 4,000 psi. COVERAGE. G.C.'S AND EACH SUBCONTRACTOR'S INSURANCE SHALL BE IN' REQUIRED TO CONDUCT THE WORK PROPERLY. G.C. TO INCLUDE COST OF AMOUNTS NO LESS THAN THOSE SET FORTH BELOW. PORTABLE TOILET/S AS NECESSARY FOR JOB. 5. DOUBLE ALL JOISTS,HEADERS AND TRIMMERS AROUND ALL(OPENINGS ELECTRICAL NOTES: A. WORKMENS COMPENSATIONDVSURANCE: AND UNDER ALL PARTITIONS. USE'TECO',OR APPROVED EQUAL,HANGERS NO WORK TO BE FILED UNTIL COMPENSATION INSURANCE IS FILED.G.C. 32. THE G.C. SHALL FURNISH AND MAINTAIN TWO FIRE EXTINGUISHERS AT OR CONNECTORS WHERE REQUIRED. 1. THE ELECTRICAL INSTALLATION SHALL CONFORM TO ALL LAWS AND ORDINANCES OF THE NATIONAL ELECTRIC CODE,THE LONG ISLAND POWER SHALL PROCURE AND MAINTAIN WORKMEN'S COMPENSATION FOR ALL HIS THE JOB SITE FOR THE DURATION OF ALL CONSTRUCTION WORK. AUTHORITY(LIPA),LOCAL MUNICIPALITIES AND THE REQUIREMENTS OF THE NEW YORK BOARD OF FIRE UNDERWRITERS. EMPLOYEES TO BE ENGAGED IN WORD UNDER THIS CONTRACT AND,IN 6. ALL LUMBER THAT COMES INTO CONTACT WITH CONCRETE IS TO BE THE CASE OF ANY SUCH WORK SUBLET,THE G.C. SHALL REQUIRE THE 33. THE G.C. SHALL SUPERVISE AND DIRECT THE WORK USING HIS BEST ACQ PRESSURE TREATED LUMBER. 2. THE ELECTRICAL CONTRATOR IS TO VERIFY WITH THE OWNER THE NUMBER AND LOCATIONS OF ALL OUTLETS, SWITCHES AND FIXTURES AND IS TO SUBCONTRACTOR SIMILARLY TO PROVIDE WORKMEN'S COMPENSATION SKILL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR I COMPLY WITH THE N.Y.B.F.U.AND ALL OTHER LOCAL CODES. AR INSURANCE FOR ALL OF THE SUBCONTRACTOR'S EMPLOYEES TO BE CONSTRUCTION MEANS,METHODS,TECHNIQUES, SEQUENCES AND 7. ALL LUMBER USED IN CANTILEVERS IS TO BE FREE OF SPLITS„CHECKS ENGAGED IN SUCH WORK. PROCEDURES. AND CRACKS WHERE IT EXTENDS BEYOND SUPPORTS. 3. ALL ELECTRICAL SERVICE TO BE UNDERGROUND SERVICE. THIS INCLUDES ELECTRICAL,TELEPHONE AND CABLE T.V. THE ELECTRICIAN IS TO \gam V: COORDINATE ,• Ctiy COORDINATE WITH LIPA FOR INSTALLING NEW METER. cl o 34. ALL WORK SHALL BE EXECUTED WITH THE HIGHEST QUALITY OF 8. ALL CONCEALED SPACES IN WALLS AND CEILINGS ARE TO BE; W � '._ •,,, � MATERIALS,AND BEST PROFESSIONAL STANDARDS OF WORKMANSHIP OF FIRESTOPPED AT 8'-0�� O.C. VERTICALLY AND 20'-0�� HORIZONTAtLLY 4. G.F.LC CIRCUITS ARE REQUIRED ON ALL COUNTERS IN BATHROOMS,AT EXTERIOR LOCATIONS AND NEAR WET CONDITIONS. -m Y THE VARIOUS BUILDING TRADES. ANY FAULTY OR DAMAGED WORK MAXIMUM.FIRESTOPPING AROUND PIPES,AND ALL CONDUITS ALS PER * O SHALL BE RECTIFIED BY THE G.C.AT NO COST TO THE OWNER. THE RCNYS CHAPTER 6, SECTION 602.8 SUB-SECTION 4. 5. ALL ELECTRICAL OUTLETS TO BE SPACED THROUGHOUT ACCORDING TO CODE. ALL LIGHT FIXTURES TO BE WIRED FOR A MINIMUM OF 75 WATTS. 341 C3 0 35. WHERE THE WORD'EQUAL'IS USED AS APPLYING TO A PRODUCT OR 9. JOIST HANGERS,ETC. TO BE'TECO'OR EQUAL FOR ALL FLUSH 6. ALL SWITCHES AND OUTLETS ARE TO BE DECORA WHITE UNLESS OTHERWISE SPECIFIED BY OWNER OR ARCHITECT.ALL INDOOR FIXTURES EXCEPT '�rF OF N� MATERIAL,THE ARCHITECT SHALL BE THE PERSON TO DECIDE WHETHER STRUCTURAL CONNECTIONS. UNDERCOUNTER SHALL BE ON DIMMERS. OR NOT THE PROPOSED ARTICLE IS EQUAL. REQUEST FOR APPROVAL SHALL BE SUBMITTED IN WRITING BY THE G.C. TO THE ARCHITECT. 10. ALL CONCRETE FLOOR SLABS SHALL BE 4" THICK UNLESS OTHERWISE 7. THE MINIMUM LOAD FOR UNGROUNDED SERVICE CONDUCTORS AND SERVICE DEVICES THAT SERVE 100%OF THE DWELLING UNIT LOAD SHALL BE NOTED ON THE DRAWINGS. FLOORS TO BE LEVEL UNLESS OTHERWISE COMPUTED IN ACCORDANCE WITH TABLE E3502.2 NOTED ON THE DRAWINGS. DRAWING TITLE: 8. E APPLICATIONS FOR WITH TABLE METHODS701..4.. GENERAL STAL INSTALLATION AND SUPPORT REQUIREMENTANCE WITH TABLE E3701.2. S FOR LWIRING METHODS SHALL WIRING IN ACCORDAN E WITH TABLE ACCORDANCE GENERAL NOTES DRAWING NUMBER: KUTCHINS RESIDENCE NOTE: THIS STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE STANDARDS SET FORTH IN THE WFCM 2001. NEI ` ER NAILING SCHEDULES AND FRAMING CONNECTION DETAILS ARE PROVIDED BELOW AND AT RIGHT. G.C. SHALL COMPLY WITH ALL REQUIRED NAILING AND STRAPPING SPECIFICATIONS AS SET FORTH, ON THIS SHEET, AS WELL AS ANY BUILDING SECTIONS, DETAILS AND STRUCTURAL PLANS. 1/2 WFCM 2001 TABLES 'SIMPSON'HTT4 HOLD-DOWN W/ (18) 10d NAILS INTO STUDS& 5$'THREADED SCALE: NTS ROD INTO 1ST FLOOR TOP PLATE @ CORNERS 'SIMPSON'H2.5T TIE W/(5)8d (SEE STRUCTURAL PLANS FOR LOCATIONS) NAILS INTO RAFTERS& (5) 8d NAILS INTO TOP PLATE ° Table 2. General Nailing Schedule 2x4 4 2x6 i 2x8 '�" n »a!e,'^.,wx.,.w*ws.R'..tip�rr,,..A+•stt R e,pea#Y.:tx+.Pu.awvtxwy„y ° ° .-. - . r •, ,_ 't1; Table 5. Exterior Wall- Wood Studs r. 4069 CHESTNUT STREET jtt'' �° ;* �•. s: r w ' ~Ir- SEAF d :. 4 ORD NY 11783 #2 Stud S 516 729-9646 #2 Stud ^ ; #2 :StudRoof Framing S COM ( ) DOUG@SARCHWORK Blocking to Rafter (Toe-nailled) 2- 8d 2-10d each end Stud t. .Exterior Studs i . . ' f } ; q t +� Y o,. Rim Board to Rafter End-mailed) 2-16d 3-16d each end R Spacing t ii 'f�'r t"� FACEBOOK.COM/SARCHWORKS ..._».-».,_...__.,...-__.._..,.__.. .,..._-.•-__..,�.�+...m•,-._.._..fix••-_.......--.__,....._ __,.__.-- ,_.-.. .-. _.,.,._.................-..._.._-__._-__._. .-_�.. .. _...____.. .•-..,...0...1,.,.,.....:...:Y....>.Onc.-a...#.♦_Sl.«yay.stS,.,,:A,ti.:. 3Y,.&_.L.:_;...>...:,ww..v.Yls.:a..�..»r..:-....v.-.At>..,._.J.+:., ..•a,.....t..5,.,:...>.... Wall Framing12" o.c. { 12' - 8"- 11' - 3" 19'- 9" 17' - 0" 191 - 91. 1 91 -9" 0 5"THREADS D ROD To Plates at Intersections (Face-nailed 4-16d 5-16d at joints Non-Loadbearing �b g' _ g 18' - 5" 14' - 6' oo $ ! RENOVATION TO THE: Stud to Stud Face Walled 2-16d 2-16d 16 o.c.along edges 24 o.c: 9 11 7 9 15 6 1 8 19 9 1 e Top ) 16 o.c. i 11 5' 19 - 9 1 2"X2"X4'STLPLATE KUTCHINS RESIDENCE . Studs_ ;_._ Header to Header (F-ace-nailed) 16d 16d g g " " 5'- 1" Floor Framing 12" o.c. 9' - 9 9' - 911 NUT&LOCK WASHER ' Loadbearing Studs --- ---------- Joist to Sill, Top Plate or Girder(Toe-nailed) (Fig. 14) ( 4- 8d 4-10d i per joist Supporting Roof and 16" o.c.-J, 9' - 9" ( 9' - 8" 91 -911 91 - 91, Blockingto Joist Joe-nailed) I 2-8d 2-10d each end Ceiling Only --- -- -- ( ) i ! Blocking to Sill or Top Plate (Toe-nailed) 3-16d 4-16d , each block 24" o.c. 9' - 9" j T - 9" Ledger Strip to Beam or Gi rder (Face-nailed) 3-16d 4-16d each joist Loadbearing Studs 12" o.c. _ 9' - 9" 9 $"THREADED ROD Joist on Ledger to Beam (Toe-nailed) 3- 8d 3-10d per joist Ceiling,Supporting Roof, 16" o.c. i 9' -911 9' - 8" 9' - 91, 9' - 9" Band Joist to Joist (End-nailed) (Fig. 14) 3-16d 4-16d per joist i g' and 1 Floor Only 24" o.c. NP Band Joist to Sill or To Plate (Toe-nailed) (Fig. 14) 2-16d 3-16d per foot i H 2. 5T RAFTER TIE DETAIL 2"X 2"X '4 STL PLATE NP- Not Permitted 1 Roof Sheathing - _._. .. .._ _._ ..... .___.._.____-._.v �_____ ___.....____._.._.._....___. �_._W ._ ____--____ .•_. ___ .._.___. . SCALE: NTS Wood Structural Panels rafters or trusses spaced up to 16" o.c. 8d 10d 6" edge/6"field Table 6. Top Plate Splice NUT&LOCK WASHER - 690 ALBERSTON LANE GREENPORT, NEW YORK 11944 rafters or trusses Spaced over 16" o.c. 8d 10d 4" edge/4" field ; WN OF t( t p gable endwall rake or rake truss w/o gable overhang 8d 10d 6" edge/6" field28 36 40 50 60 70 80 I SUFFOLK COUNTY Splice Length 12 1 16 20 24 32 gable endwall rake or rape truss w/structural 8d 10d 6" edge/6" field : " outlookersy � 'fi +, . � _ �,. . . ..., gable endwall rake or rake truss w/lookout blocks 8d 10d 4" edge/4" field 2 4 6 8 8 NP NP NP NP NP NP NP NP THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS a lookout � __ �� r->w_ r..__: _. ....__._._.. �._ ,__.-,�...-__. .__ .-,�.�.�.-• " 4 4 6 7 8 10 12 14 16 NP NP NP NP HTT4 TENSION TIE DETAIL PREPARED TS THE ARCHITECT FOR THIS PROJECT ARE Ceiling Sheathing USE _ 4 INSTRUMENTS OF THE ARCHITECTS SERVICE FOR 6 4 6 7 8 10 12 14 16 20 24 NP NPUNLESSEE SOLELY WITH RESPECT TO THIS PROJECT AND SCALE: NTS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN -- 7 edge/ 10' field ALL COMMON LAW,STATUTORY AND OTHER RESERVED Gypsum Wallboard 5d coolers - I____^�� 9 � 8 4 6 7 8 10 12 14 16 20 24 28 32 Wall Sheathing T, _ . THE OWNER SHALL BE RIGHTS INCLUDING THE COPYRIGHT PERMITTED TO RETAIN COPIES OF THE ARCHITECT'S NP- Not Permitted DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS FOR Wood Structural Panels studs spaced up to 24" o..c. 8d 10d 6" edge/12" field Table 7 O Wall Connections at Loadbearing Walls INFORMATION AND REFERENCE CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE PROJECT. THE ARCHITECTS DRAWINGS,SPECIFICATIONS AND OTHER 1/2" and 25!32" FibElrboardl Panels 8d1 - 3" edge/6"field 'SIMPSON'MSTI 26 RIDGE STRAPS WITH DOCUMENTS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS i t y ( "i $ K roti (13) 10d NAILS EACH SIDE INTO RAFTERS PROJECT OR FOR COMPLETION OF THIS PROJECT FOR 1/2" Gypsum Wallboard 5d coolers ( - 7" edge/ 10"field OVER SHEATHING @ EVERY RAFTER OTHERS WITHOUT WRITTEN CONSENT FROM ARCHITECT. 12 16 20 24 1 28 32 136 No. of 16d Floor Sheathing Stud Spacing Commorn Nails s., Wood Structural Panels (Endnaiiled) 'SIMPSON'MP36 ON BOTH SIDES OF EVERY RAFTER ISSUED FOR PERMIT 05-21-14 1" or less 8d 10d 6" edge!12" field 12" O.C. 67 92 117 142 167 192 217 2 greater than 1" 10d 16d 6" edge 16" field 16" O.C. 90 123 156 189 223 256 290 2 o o _ _ -- - 1 Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted,check IBC for additional requirements. 24" O.C. 135 184 234 284 334 3$4 434 2 0 0 0 0 0 0 Nails. Unless otherwise stated!,sizes given for nails are common wire sizes. Box and pneumatic nails of equivalent diameter and equal or greater length to the specified common nails may be substituted unless otherwise prohibited. o Table 9. Wall Openings-Headers in Loadbearing Walls 14 Table 3. Foundation Anchorage Loads Header Span (ft.) Number � of Uplift ) ^_. .. (Ib.) Laterall (Ib.I Full-Height Studs Building Aspect Ratio _ I Slab-on-Grads 'l w .. �• :- ;'. . �i Raised-Floor ; 1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00 Foundations3 w'� °` `__.... `��„�" -`" _- -. :•. I 2x4 1 277 132 Foundation Uplift! I Lateral 2 2 - - Supporting: (plf) (pelf) �' bxk_ 3 2- 2x4 2 416 19f13 M STI26 RIDGE STRAP & Roof, Ceiling, 4 2-2x4 2 554 264 M P 3 6 MENDING PLATE and One 217 132 201 252 302 352 403 453 503 553 604 730 5 2 -2x4 3 693 330 Floor 6 2 SCALE: NTS Roof, Ceiling, 2-2x6 3 831 39� and Two 157 132 316 395 474 553 633 712 791 870 949 730 7 _ 2-2x8 3 970 462 Floors 8 2 2x12 3 1,108 528 1 For non-loadbearing walls, uplift connections need not exceed 60 plf. 9 3 2X10 3 17247 5941' 2 Shear connection requirements in the maximum building dimension (L) need not exceed the tabulated values for L/W=1.00. 10 3- 2x12 4 1,385 660 LSTA 36 GALV STRAPS EVERY 3 Shear connection requirements are based on a required sheathing nail spacing of 3"o.c. in Tables 10-11. For reduced wood 11 4 - 2x10 4 1,524 726 STUD. PROVIDE 4-8D COMMON structural panel sheathing nailing requirements of 4"and 6"o.c.and for fiberboard sheathing,the shear loads can be reduced. NAILS EACH STUD (ABOVE qEND AND BELOW FLOOR JOISTS, Table 12. Truss,I-Joist, or Rilfter Connections at Loadbearing Walls MIN 1"FROM PLATES L Table 4. Anchor Bolt Spacings ) r777777 77=7""1777;, i7 ° TH (12"MIN)CUT _.,._ <.; ;W! ., Il LENGTH °° Building Aspect Ratio(L/W) , ° Slab-on-Grade 1 1 12 16 20 24 28 32 36 JOB NUMBER: 14-690 Raised-Floor 1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00 Foundations Truss, 1-Joest or 30. �,2014 Foundation cl ' Rafter Spa 'ng { „ Lateral (lb.) Shear(Ib.) SCALE: AS NOTED Supporting: D.R.S. DRAWN BY: Roof, Ceiling, 12" o.c. 127 152 177 202 227 252 277 132 58 CLEAR CHECKED BY: D.R.S. and One 72 71 59 51 44_ 39 35 32 30 24 - SPAN Floor 16" o.c. 170 203 236 269 303 336 370 176 77 Roof, Ceiling, and Two 56 45 38 32 28 25 23 21 19 24 19.2" o.c. ?04 243 283 323 363 403 444 211 93 Floors 1 The anchor bolt spacing in the maximum building dimension (L) need not be less than the tabulated spacing for L/W=1.00. 24" o.c. 255 304 354 404 454 504 554 264 116 END Provide minimum 1" (�2"MIN) . end distance �° �R�0 ARC1, • Table 13. Ridge Strap Connections ,,.. • „, • 7 77 " Equal number of R_ H -_w,.- » .ha•_.,� 4..:- . .•.. : :_. •.a .. }._.:.a -_ „._u., ... , <. :,,,a specified nails in 3:12 4:12 5:12 6:12 7:12-12:12 each end. a �' p Roof Span(ft.) ».,«.udds:...u1>lse.rcrri 12 176 145 114 103 97 ��,9T 0341CJ0 �O 16 235 193 152 138 '130 LSTA STRAP DETAIL F o F NA 20 294 242 190 172 '162 3 SCALE: NTS 24 353 290 228 . 207 '194 28 412 338 265 241 X227 DRAWING TITLE: 32 471 387 303 276 X259 NAILING & STRAPPING R-W W' J, 36 529 . 435 341 310 X292 DETAILS DRAWING NUMBER: KUTCHINS RESIDENCE Ao" CHNEIDER 4069 CHESTNUT STREET 31'-3z' SEAFORD, NY 11783 (516)729-9646 DOUG@SARCHWORKS.COM 2 NOTE: 16'-6z' 14'-9" FACEBOOK.COM/SARCHWORKS A-200 ALL PENETRATIONS THROUGH THE FIRST AND SECOND FLOOR ® � FRAMING AND THE 2ND FLOOR 2 CEILING FRAMING SHALL BE RELOCATE EXISTING PROPANE A-200 RENOVATION TO THE: FIRE CAULKED WITH TANKS TO REAR OF DWELLING KUTCHINS RESIDENCE 'GrabberGard IFC'OR EQUAL EXIST- NOTE: PROVIDE TRAPEZOIDAL A PERMANENT CERTIFICATE SPLASH BLOCKS AT GRADEw U LISTING THE PREDOMINANT FOR EACH LEADER z a HWH INSTALL NEW HOT WATER R-VALUES OF INSULATION NEW MASONRY STOOP&STEPS O Z) HEATER IN LAUNDRY CLOSET INSTALLED IN OR ON CEILINGS, 213- v U w ROOFS, WALLS, FOUNDATIONS o J Q O O O Q (SLAB, BASEMENT WALL, Q w O iv W/p INSTALL NEW LAUNDRY MACHINE 00 z a- cn �N 1 = BEDROOM 1 z 1 EXISTING z p U) w CRAWLSPACE WALL AND/OR co co p � IN EXISTING LOCATION,VENT A-201 CRAWLSPACE U) �' v FLOOR)AND DUCTS OUTSIDE A-201 O m U) THROUGH REAR WALL X —; w Q Q CONDITIONED SPACES;AS w - v WELL AS, U-FACTORS FOR DN M w v ELIMINATE EXISTING POWDER N FENESTRATION SHALL BE 4 N ROOM (TOILET&SINK) POSTED ON OR IN THE DN U j ELECTRICAL DISTRIBUTION w w FIRE-BLOCKING SHALL BE PROVIDED IN WOOD-FRAME PANEL PER SECTION N1101.9 EXIST z co 30X80 CONSTRUCTION IN THE FOLLOWING LOCATIONS: 690 ALBERSTON LANE OF THE RESIDENTIAL CODE OF DN GREENPORT, NEW YORK 11944 4 NEW 2.0E 1.75"X5.5" L LVL HEADER TOWN OF SOUTHOLD NEW YORK STATE. � 1. IN CONCEALED SPACES OF STUD WALLS AND NOTE: G.C.TO PROVIDE w A-200 4" w 16'-22' 4 F— — — 14'-1" — —I— SUFFOLK COUNTY CRAWLSPACE HEATER- U — � 4" PARTITIONS, INCLUDING FURRED SPACES AND LOCATION TO BE z a w O V — — RANGE — — PARALLEL ROWS OF STUDS OR STAGGERED STUDS,AS -- I= w INSTALL'SIMPSON'MSTA 49 STRAPS ci I FOLLOWS: DETERMINED IN FIELD Ln U LINE OF 6 11 C.H.CH_ _ to_ — p — U — 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. X U AT EVERY FLOOR JOIST ABOVE — — — — — — — M = p (j I Ill Q Q �- 0 (9 io _ 1.2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS 4 (j EXISTING (2)2X10 HDR TIMBER HEADER-STRAP TO WRAP W U z_ z_ I I io O �— -� FEET PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE UNDER HEADER AND SECURE TO H Q U- F- Ua `' Cp INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE O u z 0- U) � S2 I I z z w 2.AT ALL INTERCONNECTIONS BETWEEN CONCEALED SOLELY WITH RESPECT TO THIS PROJECT AND UNLESS A-200 c� co FLOOR JOISTS ABOVE, MIN (6) 10d AT X _ X OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMED z `- EXISTING O Z) DINING ROOM w w U I I I= SINK X Q VERTICAL AND HORIZONTAL SPACES SUCH AS OICCUR THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN EACH END OF STRAP INTO FLOOR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. ALL COMMON LAW,STATUTORY AND OTHER RESERVED CRAWLSPACE JOISTS AND A MIN 8 10d INTO EACH a X X I I X X ? KITCHEN O ( ) J ~ `o N w w U 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS RIGHTS INCLUDING THE COPYRIGHT. THE OWNER SHALL BE X � EXISTING BRICK PIERS FACE OF TIMBER HEADER J Q ~ v T PERMITTED TO RETAIN COPIES OF THE ARCHITECT'S w LLQ w NEW WOOD BURNING ci I I ?< X D�V AT THE TOP AND BOTTOM OF THE RUN. DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS FOR N EXISTING FOUNDATION o 5. = STOVE- PROVIDE Lo N 4.AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES INFORMATION AND REFERENCE IN CONNECTION WITH THE HEARTH PER SECTION ni DN OWNERS USE AND OCCUPANCY OF THE PROJECT. THE WALL TO REMAIN PROVIDE HL55PC BRACKET BY AND WIRES AT CEILING AND FLOOR LEVEL,WITHI AN ARCHITECTS DRAWINGS,SPECIFICATIONS AND OTHER 'SIMPSON STRONG TIE'AT EACH `~'' M1414.2 OF THE RCNYS ( , _ _ o APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF DOCUMENTS SHALL NOT BE USED BY THE OWNER OR —I REF FLAME AND PRODUCTS OF COMBUSTION.THE MATERIAL OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS TIMBER COLUMN-PAINT BOLT T PROJECT OR FOR COMPLETION OF THIS PROJECT FOR HEADS BLACK TO MATCH BRACKET — — + — — r; FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED OTHERS WITHOUT WRITTEN CONSENT FROM ARCHITECT. UP 24X80 DN TO MEET THE ASTM E 136 REQUIREMENTS. . LINE EXISTING WOOD .. . O _ __ _ __ _ _ _ __ _ __ _ U) ® � FRAMED LANDING AND _ NEW 6"X8"HEAVY TIMBER HEADER 36x42 X STEPS ABOVE SHfJ R w ISSUED FOR PERMIT 05-21-14 EXISTING EXISTING NOTE: — NEW 6X6 HEAVY TIMBER POST B E DN_ 1" �M w DOWN TO FOUNDATION _ 4 6'-1" 4" CRAWLSPACE CRAWLSPACE G.C. TO FIELD VERIFY ALL DIMENSIONS io RELOCATE EXISTING ELECTRICAL BACKFILL EXISTING CRAWLSPACE TO A POINT PANEL AND HOT WATER HEATER WHICH IS LEVEL WITH THE ADJACENT GRADE CLOSET MUDROOM 7 3 _ O 24X U O O A-200 12'-82' �' 4'-U . 32' - 4„ ' 41' z 3EXISTING CRAWLSPACE v z z 0 v CLOSET A-200 U) � � p U ) w w Lo I Hco LIVING ROOM L6 O ( o w I w � R 5 U 18X80 X I _ U) Z2"P.C. SLAB W/WWM OVER X co co w Q cn BEDROOM 2 z z `q w N N U 6-MIL POLY-VAPOR BARRIER w 00 r— u~i ON COMPACTED SUBGRADE N X w �` I w 7 Of wLo Lo X X i WALL MOUNTED N c`' HEAT PUMP/AC DN EXIST EXIST EXIST I � I I FOUNDATION FOR EXISTING'BILCO' E 1 1 1 1 DOORS TO REMAIN A-201 A-200 L — — — -� A-201 A-200 31'-32' LINE OF EXISTING FRONT STOOP ABOVE JOB ATE: MAY NUMBER: 690 20 4 `" �`► SCALE: AS NOTED EXISTING FOUNDATION PLAN 2 PROPOSED 1ST FLOOR PLAN DRAWN BY: D.R.S. CHECKED BY: D.R.S. SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" RED ARC 0347rA y0� FN DRAWING TITLE: EXISTING FOUNDATION & FIRST FLOOR PLAN DRAWING NUMBER: 1 KUTCHINS RESIDENCE -------- SCHNEIDER 4069 CHESTNUT STREET SEAFORD, NY 11783 (516)729-9646 DOUG@SARCHWORKS.COM FACEBOOK.COM/SARCHWORKS RENOVATION TO THE: KUTCHINS RESIDENCE 2 2 EXISTING ROOF FRAMING: (TYPICAL) A-200 NEW z'GYPSUM BOARD A-200 MEDIUM DENSITY SPRAY FOAM INSULATION-R-28 TOTAL EXISTING ROOF RAFTERS EXISTING 4'T&G SHEATHING I— _ — —� 30#BUILDING FELT __ — — ____ _— –� ICE&WATER SHIELD AT EAVES —I ASPHALT ROOF SHINGLES 690 ALBERSTON LANE FIRE-BLOCKING SHALL BE PROVIDED IN 1 1 GREENPORT, NEW YORK 11944 WOOD-FRAME CONSTRUCTION IN THE A-201 TOWN OF SOUTHOLD FOLLOWING LOCATIONS: I A-201 I i SUFFOLK COUNTY 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR I THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE STAGGERED STUDS,AS FOLLOWS: INSTRUMENTS OF THE ARCHITECTS SERVICE FOR USE 1.1. VERTICALLY AT THE CEILING AND FLOOR — — — — — -� � I _ _ _ _— — — — — � SOLELY WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMED LEVELS. THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN 1.2. HORIZONTALLY AT INTERVALS NOT ALL COMMON LAW,STATUTORY AND OTHER RESERVED NOTE: RIGHTS INCLUDING THE COPYRIGHT. THE OWNER SHALL BE EXCEEDING 10 FEET ALL PENETRATIONS THROUGH `r I PERMITTED TO RETAIN COPIES OF THE ARCHITECT'S 2.AT ALL INTERCONNECTIONS BETWEEN THE SECOND FLOOR FRAMING NEW CHIMNEY FROM NEW WOOD DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS FOR CONCEALED VERTICAL AND HORIZONTAL AND THE CEILING FRAMING BURNING FIREPLACE BELOW. EXTEND N INFORMATION AND REFERENCE IN CONNECTION WITH THE `- OWNERS USE AND OCCUPANCY OF THE PROJECT. THE SPACES SUCH AS OCCUR AT SOFFITS, DROP SHALL BE FIRE CAULKED WITH TO CODE MINIMUM HEIGHT AS ARCHITECTS DRAWINGS,SPECIFICATIONS AND OTHER CEILINGS AND COVE CEILINGS. I 'GrabberGard IFC'OR EQUAL 4 DESCRIBED BELOW: R1003.9 DOCUMENTS SHALL NOT BE USED BY THE OWNER OR 3. IN CONCEALED SPACES BETWEEN STAIR I OTHERS ON OTHER PROJECTS FOR ADDITIONS T THIS � A-200 I � TERMINATION. CHIMNEYS SHALL PROJECT OR FOR COMPLETION OF THIS PROJECT FOR STRINGERS AT THE TOP AND BOTTOM OF EXTEND AT LEAST 2 FEET HIGHER THAN PROVIDE SPARK ARRESTOR PER I OTHERS WITHOUT WRITTEN CONSENT FROM ARCHITECT. NEW 2X4 WALL FRAMING WITH $' NEW PLUMBING VENT FOR THE RUN. I TYPE'X'SHEETROCK BOTH ti ANY PORTION OF A BUILDING WITHIN 10 RCNYS SECTION R1003.9.1 KITCHEN SINK-3"MIN ■ 4. AT OPENINGS AROUND VENTS PIPES, � SIDES-MAINTAIN MIN 2" FEET, BUT SHALL NOT BE LESS THAN 3 I THROUGH ROOF DUCTS, CABLES AND WIRES AT CEILING AND NOTE: cu CLEARANCE TO FLUE � FEET)ABOVE THE HIGHEST POINT RELOCATED EXISTING ISSUED FOR PERMIT 05-21-14 FLOOR LEVEL,WITH AN APPROVED I ALL PENETRATIONS THROUGH I WHERE THE CHIMNEY PASSES PLUMBING VENT-3"MIN MATERIAL TO RESIST THE FREE PASSAGE I THE FIRST AND SECOND FLOOR THROUGH THE ROOF. THROUGH ROOF OF FLAME AND PRODUCTS OF COMBUSTION. I 3 FRAMING AND THE 2ND FLOOR 3 THE MATERIAL FILLING THIS ANNULAR FLUE FROM STOVE BELOW CEILING FRAMING SHALL BE SPACE SHALL NOT BE REQUIRED TO MEET I A-200 FIRE CAULKED WITH THE ASTM E 136 REQUIREMENTS. ATTIC ATTIC ACCESS ACCESS 'GrabberGard IFC'OR EQUAL PROVIDE MIN. 34" HIGH HANDRAIL I A PERMANENT CERTIFICATE (- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING RIDGE LISTING THE PREDOMINANT (MEASURED FROM NOSING)AS PER 1, I � � � • SECTION 312 OF THE R.G.N.Y.S. 4' 24-22 4" R-VALUES OF INSULATION INSTALLED IN OR ON CEILINGS, ROOFS,WALLS, FOUNDATIONS NOTE: EXISTING GUARDRAIL (SLAB, BASEMENT WALL, G.C.TO FIELD VERIFY ALL DIMENSIONS TO REMAIN EXHAUST VENT TO EXHAUST VENT TO TERMINATE _ CRAWLSPACE WALL AND/OR THROUGH ROOF OVER MUDROOM ~ REMOVE&REPLACE FLOOR)AND DUCTS OUTSIDE I TERMINATE THROUGH ROOF � ( � X U CONDITIONED SPACES;AS ON BACK SIDE OF RIDGE—/ TOILET,TUB AND SINK IN Ci p WELL AS, U-FACTORS FOR 4 EXISTING BATHROOM— Oco I FENESTRATION SHALL BE I A-200 24X807 _ M z F- POSTED ON OR IN THE DN w @) p Lo N ELECTRICAL DISTRIBUTION f w o to z - X of w `r° PANEL PER SECTION N11011.9 EXISTING RIDGE U w : I OF THE RESIDENTIAL CODE OF It c�J co N i NEW YORK STATE. w V ASPHALT ROOF SHINGLES AS Q SELECTED BY OWNER o N II � II Ii • BEDROOM 3 0 D_ ( PROVIDE ICE&WATER SHIELD I ti Q EXTENDING A MINIMUM OF 24" 5'-10" 10'-82' Q = FROM THE INTERIOR FACE OF ALL f 3 z WALLS(TYPICAL) EXIST EXIST PROVIDE NEW GUTTERS AS 24'-102' REQUIRED-CONNECT TO EXISTING DRAINAGE SYSTEM NOTE: PROVIDE LEADER AS 1 1 REQUIRED, FINAL LOCATION 1 1 TO BE DETERMINED BY G.C. JOB NUMBER: 14-690 A-201 A-200 A-201 A-200 N AY 7,2014 O R.0 H O R� N SCALE: AS NOTED DRAWN BY: D.R.S. PROPOSED 2ND FLOOR PLAN EXISTING ROOF PLAN CHECKED BY: D.R.S. 1 2 SCALE: 1/4" = 1'-0" SCALE: 1/4" = V-0" ��RED cti. �0 PLPcc � s o * 0 _ �F11.9�T� 0347�� _k0 F OF NES DRAWING TITLE: SECOND FLOOR PLAN & EXISTING ROOF PLAN DRAWING NUMBER: KUTCHINS RESIDENCE SCHNEIDER MMM�W -_ 2 NEW CHIMNEY FROM NEW WOOD BURNING FIREPLACE BELOW. NEW CHIMNEY FROM NEW WOOD BURNING FIREPLACE BELOW. EXTEND TO CODE MINIMUM HEIGHAS DESCRIBED BELOW: R1003.9 T' EXTEND TO CODE MINIMUM HEIGHT AS DESCRIBED BELOW: R1003.9 TERMINATION. CHIMNEYS SHALL EXTEND AT LEAST 2 FEET HIGHER TERMINATION. CHIMNEYS SHALL EXTEND AT LEAST 2 FEET HIGHER THAN ANY PORTION OF A BUILDING WITHIN 10 FEET, BUT SHALL PROVIDE SPARK ARRESTOR PER THAN ANY PORTION OF A BUILDING WITHIN 10 FEET, BUT SHALL NOT BE LESS THAN 3 FEET)ABOVE THE HIGHEST POINT WHERE RCNYS SECTION R1003.9.1 NOT BE LESS THAN 3 FEET)ABOVE THE HIGHEST POINT WHERE PROVIDE SPARK ARRESTOR PER THE CHIMNEY PASSES THROUGH THE ROOF. THE CHIMNEY PASSES THROUGH THE ROOF. RCNYS SECTION R1003.9.1 RELOCATED EXISTING 1 PLUMBING VENT—3"MIN 1 A-201 THROUGH ROOF A-201 4069 CHESTNUT STREET T.O. RIDGE — — — _ T.O. RIDGE SEAFORD, NY 11783 _ (516) 729-9646 EXISTING ROOF FRAMING: (TYPICAL) ,J 16'-6 2" DOUG@SARCHWORKS.COM GR 2' NEW 1"GYPSUM BOARD FACEBOOK.COM/SARCHWORKS GRACE ICE&WATER SHIELD TO 2 EXTEND A MINIMUM OF 24" MEDIUM DENSITY SPRAY FOAM BEYOND EXTERIOR WALL INSULATION—R-28 TOTAL EXISTING ROOF RAFTERS EXISTING 4"T&G SHEATHING T.O. 2ND FLOOR PLATE30#BUILDING FELT RENOVATION TO THE: T.O. 2ND FLOOR PLATE _ EXISTING ROOF FRAMING: (TYPICAL) 11'-8" — --ICE&WATER—SHIELD AT EAVES 11'-8" — — —NEWS'—GYPSUM BOARD K U TC H I N S RESIDENCE ASPHALT ROOF SHINGLES MEDIUM DENSITY SPRAY FOAM EXISTING WOOD NEW PLUMBING VENT FOR WINDOW TO REMAIN KITCHEN SINK, ETC-3"MIN INSULATION—R-28 TOTAL THROUGH ROOF EXISTING ROOF RAFTERS EXISTING 4" T&G SHEATHING 2ND FLOOR SUBFLOOR 30#BUILDING FELT 2ND FLOOR SUBFLOOR _ — — _ _ — — — — — — — — — 8._0.. — — — — SCF&WATER SHIELD AT EAVES 8'-0" EXISTING WALL FRAMING: (TYPICAL) EXISTING PORTICO NEW 2'GYPSUM BOARD ASPHALT ROOF SHINGLES TO REMAIN / I NEW R-15 BATT INSULATION EXISTING 2X4 WALL STUDS EXISTING FRONT EXISTING 4"T&G SHEATHING DOOR TO REMAIN / NEW$"EXTERIOR GRADE SHEATHING NEW TYVEK HOUSE WRAP EXISTING WALL FRAMING: (TYPICAL) \� NEW OD CLAPBOARD SIDING EXISTING WOOD ® �'— — NEW"'GYPSUM BOARD NEW R-15 BATT INSULATION 690 ALBERSTON LANE FRAMED LANDING AND74— STEPS TO REMAIN EXISTING 2X4 WALL STUDS GREENPORT, NEW YORK 11944 EXISTING 4"T&G SHEATHING TOWN OF SOUTHOLD 1ST FLOOR SUBFLOOR 1ST FLOOR SUBFLOcOR NEW"" EXTERIOR GRADE SHEATHING SUFFOLK COUNTY 0'-0" — — — — o o — — — — 1J 0' 0.. — -- — — — — — — — — — -- — — -- NEW TYVEK HOUSE WRAP EXISTSTOO NG FRONT NEW WOOD CLAPBOARD SIDING STOOP TO REMAIN �— � EXISTING 'BILCO' EXISTING WOOD OTHER THE DRAWINGS,SPECIFICATIONS AND DOCUMENTS LINE OF EXISTING FOUNDATION PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE DOOR TO REMAIN NEW MASONRY STOOP&STEPS I WINDOW(S)TO REMAIN INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE WALL(TO REMAIN) EXISTING WOOD I SOLELY WITH RESPECT TO THIS PROJECT AND UNLESS EXISTING WOOD EXISTING WOOD WINDOW(S)TO REMAIN RELOCATE EXISTING PROPANE OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN WINDOW TO REMAIN FRAMED LANDING AND TANKS TO REAR OF DWELLING I ALL COMMON LAW,STATUTORY AND OTHER RESERVED (� RIGHTS INCLUDING THE COPYRIGHT. THE OWNER SHALL BE STEPS TO REMAIN L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� PERMITTED TO RETAIN COPIES OF THE ARCHITECT'S DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE PROJECT. THE ARCHITECTS DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR FRONT ELEVATION OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS - SOUTH REAR ELEVATION - NORTH PROJECT OR FOR COMPLETION OF THIS PROJECT FOR 2 OTHERS WITHOUT WRITTEN CONSENT FROM ARCHITECT. SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" ■ ■ Q ISSUED FOR PERMIT 05-21-14 NEW CHIMNEY FROM NEW WOOD BURNING FIREPLACE BELOW. NEW CHIMNEY FROM NEW WOOD BURNING FIREPLACE BELOW. EXTEND TO CODE MINIMUM HEIGHT AS DESCRIBED BELOW: R1003.9 EXTEND TO CODE MINIMUM HEIGHT AS DESCRIBED BELOW: R1003.9 EXISTING ROOF FRAMING: (TYPICAL) TERMINATION. CHIMNEYS SHALL EXTEND AT LEAST 2 FEET HIGHER TERMINATION. CHIMNEYS SHALL EXTEND AT LEAST 2 FEET HIGHER NEW z"GYPSUM BOARD THAN ANY PORTION OF A BUILDING WITHIN 10 FEET, BUT SHALL PROVIDE SPARK ARRESTOR PER THAN ANY PORTION OF A BUILDING WITHIN 10 FEET, BUT SHALL MEDIUM DENSITY SPRAY FOAM NOT BE LESS THAN 3 FEET)ABOVE THE HIGHEST POINT WHERE RCNYS SECTION R1003.9.1 NOT BE LESS THAN 3 FEET)ABOVE THE HIGHEST POINT WHERE PROVIDE SPARK ARRESTOR PER INSULATION—R-28 TOTAL THE CHIMNEY PASSES THROUGH THE ROOF. THE CHIMNEY PASSES THROUGH THE ROOF. RCNYS SECTION R1003.9.1 EXISTING ROOF RAFTERS EXISTING 4"T&G SHEATHING EXISTING WOOD EXISTING WOOD 30#BUILDING FELT WINDOW(S)TO REMAIN EXISTING ROOF FRAMING: (TYPICAL) WINDOW(S)TO REMAIN ICE&WATER SHIELD AT EAVES NEW z"GYPSUM BOARD ASPHALT ROOF SHINGLES MEDIUM DENSITY SPRAY FOAM T.O. RIDGE _ — _ — — — — — — — — — — INSULATION- TOTAL — — — — — T.O. RIDGE EXISTING ROOFF RAFTERS 16'-6 z" EXISTING ROOF FRAMING (TYPICAL) 16'-6 2" EXISTING 4"T&G SHEATHING — — 12 30#BUILDING FELT 7 NEW Z"GYPSUM BOARD ICE&WATER SHIELD AT EAVES 12 12 MEDIUM DENSITY SPRAY FOAM 12 INSULATION-R-28 TOTAL ASPHALT ROOF SHINGLES 7 F 7 71 EXISTING ROOF RAFTERS EXISTING WOOD T.O.2ND FLOOR PLATE _ EXISTING 4'T&G SHEATHING WINDOW(S)TO REMAIN _ _ _ _ T.O.2ND FLOOR PLATE _ _ _ _ 11'-8" CE&WATER SHIELD AT EAVES 11'-8" NEW T-0"X 6'-8" ASPHALT ROOF SHINGLES EXTERIOR DOOR 12 12 —74 2ND FLOOR SUBFLOOR _ — _ - _ 2ND FLOOR SUBFLOOR _ _ 8'-0" \ — — — 8,-0" — — — — — � 12 EXISTING PORTICO EXISTING WALL FR.AWING: (TYPICAL) 4 TO REMAIN / ® ® NEW"'GYPSUM BOARD / NEW R-15 BATT INSUILATION EXISTING WOOD EXISTING PORTICO JOB NUMBER: 14-690 WINDOW(S)TO REMAIN / � EXISTING 2X4 WALL STUDS TO REMAIN DATE: MAY 7,2014 / EXISTING 4"T&G SHEATHING SCALE: AS NOTED EXISTING WOOD NEW$"EXTERIOR GRADE SHEATHING � DRAWN BY: D.R.S. NEW TYVEK HOUSE WVRAP WINDOW(S)TO REMAIN CHECKED D.R.S. NEW WOOD CLAPBOARD SIDING ° r�L 1ST FLOOR SUBFLOOR � 1ST FLOOR SUBFL00)R _01-0.1 — EXISTING FRONT RELOCATE EXISTING PROPANE STOOP TO REMAIN TANKS TO REAR OF DWELLING L— —i L_ —1 LINE OF EXISTING FOUNDATION EXISTING WALL FRAMING: (TYPICAL) EXISTING FRONT WALL(TO REMAIN) EXISTING WOOD EXISTING WOOD NOTE: PROVIDE TRAPEZOIDAL NEW MASONRY STOOP&STEPS 1 STOOP TO REMAIN FRAMED LANDING AND WINDOWS)TO REMAIN SPLASH BLOCKS AT GRADE NEW z GYPSUM BOARD ED A STEPS TO REMAIN FOR EACH LEADER NEW R-15 BATT INSULATION LINE OF EXISTING FOUNDATION ,<<G� y�T - - - - - - - Ll � - - - - - - - - - - -� - - - - - EXISTING4X4 WALL STUDS T GSHEA WING WALL(TO REMAIN) - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - DOOR TO REMAIN EXTERIOR s„ 3 NEW 8"EXTERIOR GRADE SHEATHING 0 o _ " NEW TYVEK HOUSE WRAP � X* � " � NEW WOOD CLAPBOARD SIDING _ SIDE ELEVATION - EAST SIDE ELEVATION - WEST `��y� osaio y° 3 SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" F OF NES DRAWING TITLE: EXTERIOR ELEVATIONS DRAWING NUMBER: PAW- KUTCHINS RESIDENCE EXISTING ROOF FRAMING: (TYPICAL) NEW 2'GYPSUM BOARD MEDIUM DENSITY SPRAY FOAM INSULATION-R-28 TOTAL EXISTING ROOF RAFTERS NOTE: EXISTING 4'T&G SHEATHING ALL PENETRATIONS THROUGH 30#BUILDING FELTI THE SECOND FLOOR FRAMING S C H N D" E R ICE&WATER SHIELD AT EAVES AND THE CEILING FRAMING ASPHALT ROOF SHINGLES SHALL BE FIRE CAULKED WITH NEW CHIMNEY FROM NEW WOOD BURNING FIREPLACE BELOW. 'GrabberGard IFC'OR EQUAL EXTEND TO CODE MINIMUM HEIGHT AS DESCRIBED BELOW: R1003.9 PROVIDE SPARK ARRESTOR PER TERMINATION. CHIMNEYS SHALL EXTEND AT LEAST 2 FEET HIGHER RCNYS SECTION R1003.9.1 THAN ANY PORTION OF A BUILDING WITHIN 10 FEET, BUT SHALL 20ga x 1 1/4"WIDE RIDGE STRAPS NOT BE LESS THAN 3 FEET)ABOVE THE HIGHEST POINT WHERE WITH (4) 10d NAILS EACH SIDE INTO THE CHIMNEY PASSES THROUGH THE ROOF. RAFTERS OVER SHEATHING @ INSTALL MEDIUM DENSITY EVERY RAFTER SPRAY FOAM INSULATION- 2 C-102 NEW 2X6 COLLAR TIES @EVERY ROOF R-28 TOTAL AT EXISTING RAFTER SECURE TO EACH ROOF RAFTER T.O. RIDGE CATHEDRAL CEILINGS WITH MIN (5) 10d NAILS IN EACH END 16'-6 2' , 4069 CHESTNUT STREET INSTALL'SIMPSON'MSTA 49 STRAPS AT EVERY oe SIMPSON H2.5T TIE W/(5) 8d SEAFORD, NY 11783 FLOOR JOIST ABOVE TIMBER HEADER-STRAP TO NAILS INTO RAFTERS& (5) (516)729-9646 WRAP UNDER HEADER AND SECURE TO FLOOR i 8d NAILS INTO TOP PLATEAOC BOOK COM/SORKS.0OM ORKS JOISTS ABOVE, MIN (6) 10d AT EACH END OF STRAP INTO FLOOR JOISTS AND A MIN (8) 10d INTO EACH EXISTING T.O. 2ND FLOOR PLATE FACE OF TIMBER HEADER /� BEDROOM 3 11'-8" / �. 'SIMPSON'LSTA 36 GALV STRAPS EVERY RENOVATION TO THE: PROVIDE HL55PC BRACKET BY STUD. PROVIDE 4-8D COMMON NAILS KUTCHINS RESIDENCE 1 1 EACH STUD ABOVE AND BELOW FLOOR 'SIIMPSON STRONG TIE'AT EACH C-102 TIIMBER COLUMN-PAINT BOLT C-102 JOISTS, MIN 1"FROM PLATES) 2ND FLOOR SUBFLOOR _ HEADS BLACK TO MATCH BRACKETSEE DETAIL ON SHEET C-10200) _ _ _ 1 8'-0" INSTALL NEW R-30 BATT SIMPSON H2.5T TIE W/(5)8d INSULATION AT EXISTING --- """ 3 &4 NAILS INTO RAFTERS & (5) FLAT CEILINGS "--NEW 6X8"HEAVY TIMBER HEADER C-102 FIRE-BLOCKING SHALL BE PROVIDED IN WOOD-FRAME 8d NAILS INTO TOP PLATE � CONSTRUCTION IN THE FOLLOWING LOCATIONS:NEW 6X6 HEAVY TIMBER POST � ` EXISTING DOWN TO FOUNDATION 'SIMPSON'HTT4 HOLD-DOWN W/ 'LSTA'36 GALV STRAPS EVERY STUD. / DINING (18) 10d NAILS INTO STUDS& %"ANCHOR BOLT 1. IN CONCEALED SPACES OF STUD WALLS AND PROVIDE 4-8D COMMON NAILS EACHEXISTING INTO 1ST FLOOR TOP PLATE @ CORNERS PARTITIONS,INCLUDING FURRED SPACES AND STUD (ABOVE AND BELOW FLOOR LIVING (SEE DETAIL ON SHEET C-102.00& PARALLEL ROJb,�OF STUDS OR STAGGERED STUDS,AS JOISTS, MIN 2 1/2"FROM PLATES) C-10 STRUCTURAL PLANS FOR LOCATIONS) FOLLOWS: (SEE DETAIL ON SHEET C-102.00) 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. / 'LSTA'36 GALV STRAPS EVERY STUD. PROVIDE 1.2. HORIZONTAILLY AT INTERVALS NOT EXCEEDING 10 / 4-8D COMMON NAILS EACH STUD ABOVE AND FEET 690 ALB ORT,ON LANE NEW YORK 11944 ij 1ST FLOOR SUBFLOOR (J 0'-0 2.AT ALL INTERCONNECTIONS BETWEEN CONCEALED TOWN OF SOUTHOLD " —BELOW FLOOR-JOISTS, MIN 2 1/2"FROM PLATES) (SEE DETAIL ON SHEET C-102.00) VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR SUFFOLK COUNTY EXISTING WALL FRAMING: (TYPICAL) AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. NEW"'GYPSUM BOARD 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. NEW R-15 BATT INSULATION INSTALL NEW R-30 BATT 2" P.C. SLAB W/WWM OVER 4.AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES EXISTING 2X4 WALL STUDS INSULATION AT 6-MIL POLY-VAPOR BARRIER AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS EXISTING-q"T&G SHEATHING EXISTING FLOORS ON COMPACTED SUBGRADE APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF PREPARED BY THE ARCHITECT FOR THIS PROJECT AREINSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND UNLESS NEW TYVEK HOUSE WRAP NEW"'EXTERIOR GRADE SHEATHING _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BACKFILL EXISTING CRAWLSPACE TO A POINT FLAME AND PRO)DUCTS OF COMBUSTION.THE MATERIAL OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMED NEW WOOD CLAPBOARD SIDING WHICH IS LEVEL WITH THE ADJACENT GRADE FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN TO MEET THE ASTM E 136 REQUIREMENTS. ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES OF THE ARCHITECTS DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE PROJECT. THE ARCHITECTS DRAWINGS,SPECIFICATIONS AND OTHER BUILDING CTI O DOCUMENTS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT FOR 1 SCALE: 1/4" 1'-0" OTHERS WITHOUT WRITTEN CONSENT FROM ARCHITECT. = i ISSUED FOR PERMIT 05-21-14 JOB NUMBER: 14-690 DATE:MAY 7,2014 SCALE:AS NOTED DRAWN BY:D.R.S. CHECKED BY:D.R.S. �&-co RA PH cl Z �m X34708 p� FOF NE�� DRAWING TITLE: BUILDING SECTION DRAWING NUMBER: KUTCHINS RESIDENCE SCHNEIDER 2 2 A-200 A-200 4069 CHESTNUT STREET SEAFORD, NY 11783 (516) 729-9646 DOUG@SARCHWORKS.COM FACEBOOK.COM/SARCHWORKS �I- - - - - - - - - - - - - - - - - 1� HEAT/AC I II I RENOVATION TO THE: KUTCHINS RESIDENCE L_ II II 1 / 1 I � II A-201 / A-201 *SD/CO j - - - - - - - - - - - - - JJ II T0 O GJ I@ I r - - - - - - - - - - - I I z — 49"AFF -------------------- � � ural@ II 690 ALBERSTON LANE _ 45'aA I GREENPORT, NEW YORK 11944 r HEAT/AC I I \\ I I I TOWN OF SOUTHOLD II I II II SUFFOLK COUNTY Imp 11 1, 101 I II II W I � I THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS / 3 \ I PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE ( I \ / INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE / 3 I I 3 SOLELY WITH RESPECT TO THIS PROJECT AND UNLESS 45"AF I / OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMED 3 / ✓ T ——� / REF A-200 I I I A_200 THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN t ALL COMMON LAW,STATUTORY AND OTHER RESERVED 3 OSD/CO f ---- - I I ( RIGHTS INCLUDING THE COPYRIGHT. THE OWNER SHALL BE '_ PERMITTED TO RETAIN COPIES OF THE ARCHITECT'S TI NDRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS FOR 4 \ 3 / I OWNERS USE AND OCCUPANCY OF THE NPRO ECT. THE11 VVI WITH HE ARCHITECTS DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR I-Ll IOTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS 4 \ I 4 EXHAUST VENT TO I PROJECT OR FOR COMPLETION OF THIS PROJECT FOR OTHERS WITHOUT WRITTEN CONSENT FROM ARCHITECT. A-200 \ x A-200 TERMINATE THROUGH ROOF ON BACK SIDE OF RIDGE I I I I W_ ISSUED FOR PERMIT 05-21-14 EXHAUST VENT TO TERMINATE \ SSD/CO THROUGH ROOF OVER MUDROOM \ GFI @ I I --- i 42"AFF_ 3 - - - - II =v i 4 I/ 4 *SD I HEAT/AC HEAT/AC — J — — — — — J - - - - - - - Li I I • 1 1 1 1 A-201 A-200 A-201 A-200 NORTH NORTH PROPOSED FIRST FLOOR ELECTRICAL PLAN � PROPOSED SECOND FLOOR ELECTRICAL PLAN 1 SCALE: 1/4" = V-0" SCALE: 1/4" = 1'-0" ELECTRICAL NOTES JOB NUMBER: 14-690 ALL ELECTRICAL WORK SHALL COMPLY WITH N.E.C.AND ALL LOCAL CODES DATE:MAY 7,2014 AND BE BY A LICENSED ELECTRICIAN. SCALE:AS NOTED COLORS OF ALL RECEPTACLES, SWITCHES,TELEPHONE&CABLE DEVICES TO MATCH HOUSE DRAWN BY:D.R.S. ELECTRICAL LEGEND STANDARD AS SELECTED AND APPROVED BY ARCHITECT/OWNER. CHECKED BY:D.R.S. THE ELECTRICAL CONTRACTOR SHALL VERIFY SIZES OF BREAKERS, FUSES,WIRES, ETC., FOR LIGHT FIXTURES SWITCHES RECEPTACLES MISCELLANEOUS ALL EQUIPMENT PROVIDED PRIOR TO MAKING CONNECTION. THE ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES TO DUPLEX RECEPTACLE, 12"AFF 80 CFM EXHAUST FAN VENTED TO EXTERIOR, PANASONIC AVOID CONFLICT AT THE SITE. CEILING-MOUNTED FIXTURE $ WALL SWITCH-SYSTEM DIMMER LOW JON OR APPROVED EQUAL HOMERUNS SHALL BE COORDINATED WITH PANELBOARDS,ALL WIRING AND CONDUIT EXISTING WALL SWITCH-REMOVE& EXISTING RECEPTACLE WHERE REQ'D SHALL BE CONCEALED, EXCEPT IN THE MECHANICAL ROOMS RR EXISTING CEILING-MOUNTED FIXTURE, REMOVE&REPLACE w/NEW REPLACE w/NEW •SD LINE VOLTAGE SMOKE DETECTOR � DUPLEX RECEPTACLE WITH GROUND FAULT INTERRUPTOR *CO LINE VOLTAGE CARBON MONOXIDE DETECTOR MINIMUM WIRE/CONDUIT SIZES, EXCEPT FOR CLASS 2 LOW VOLTAGE CIRCUITS,0 DIMMING WALL SWITCH MOUNTED 42 AFF U.O.N. •SD/CSHALL BE#12 AWG COPPER IN 1/2"CONDUIT WHERE REQ'D � !INE VOLTAGE COMBINATION C.O. &SMOKE DETECTOR yjERED,q WALL-MOUNTED FIXTURE SUPPLIED BY OWNER& INSTALLED BY GC, 10OW MAX. JAMB SWITCH DUPLEX RECEPTACLE WITH TOP HALF SWITCHED WITH THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL EQUIPMENT AND (j� C` "WP" INDICATES WATER PROOF OR RESISTANT FOR EXTERIOR FIXTURES. `''/2 WALL SWITCH RR REMOVE &REPLACE EXISTING THERMOSTAT 'MATERIALS NECESSARY TO MAKE A COMPLETE AND WORKABLE JOB �� vQs R� y�S�, T LEVITON DECORA PLUS ELECTRONIC TIMER O CONFIRM THE EXACT LOCATION AND MOUNTING OF THE LIGHTING FIXTURES WITH j n 4'SURFACE-MOUNTED FLUORESCENT 3 LAMP MIN SWITCH#6530M. USE LUTRON VAREO RECEPTICAL DUPLEX RECEPTACLE MOUNTED IN CABINET EF EXISTING WALL-MOUNTED EXHAUST FAN OWNER PRIOR TO ROUGH-IN, LOCATE ALL LIGHTS ON CENTER WALL PLATE AND CONNECTION PLATE#NT-R-NFB. EXIST QUAD RECEPTACLE o LABEL ALL CIRCUITS PROPERLY ON A TYPED PANELBOARD INDEX CARD N o01 P7 EXTERIOR FLOODLIGHT fth CEILING MOUNTED MOTION DETECTOR SP CEILING SPEAKER CONTRACTOR TO INSTALL WIRING ONLY ALL SMOKE DETECTORS AND/OR CARBON MONOXIDE DETECTORS TO BE F® FLOOR RECESSED BOX WITH BRASS SCREW COVER, BACK TO ROOM CORNER AS DIRECTED BY OWNER HARDWIRED AND INTERCONNECTED 470E Q- LEVITON#5250 D OF NEW 0O 0 MR16,4-1/2" DIAMETER LIGHTOLIER 305WHWX w/302MR(W/INSULATED crl COAXIAL WIRING FOR CABLE TV.WIRE BACK TO ELECTRIC PANEL SMOKE DETECTORS REQUIRED IN EACH BEDROOM, IN HALL OUTSIDE BEDROOMS,AND ON EACH FLOOR CEILING FRAME-IN KIT @ 2ND FLOOR WHERE REQUIRED), 50W MR16 LAMP REMOVED DEVICES BOX DUPLEX RECEPTACLE WITH GROUND FAULT INTERRUPTER INCLUDING GROUND FLOOR. ® IN WATER RESISTANT BOX, LEVITON#4998-64 OR EQUAL D NETWORK PORT-CAT 5e WIRING BACK TO LIGHTOLIER LYTEPOINTS SHOWER LIGHT 50W MR16 LAMP MODEL 376WHX w/ EXISTING WALL SWITCH TO BE REMOVED BASEMENT BY ELECTRIC PANEL CARBON MONOXIDE DETECTORS TO BE PROVIDED WITH MIN 1 PER FLOOR WITH AN APPLIANCE WITH A 0 s302MRI (W/INSULATED CEILING FRAME-IN KIT @ 2ND FLOOR WHERE REQUIRED) LEVITON 658-BR SIDE WIRED CLOCKHANGER COMBUSTIBLE FUEL SOURCE AND ON EACH STORY CONTAINING A SLEEPING AREA; WITHIN 15 FT OF DRAWING TITLE: RID EXISTING DOWN LIGHT TO BE REMOVED THE SLEEPING AREA. ELECTRICAL PLANS LIGHTOLIER LYTECASTER COMPACT FLUORESCENT DOWNLIGHT 2001 F13 iq EXISTING TRACK LIGHT TO BE REMOVED — APPLIANCE RECEPTACLE, SEE APPLIANCE CUT SHEET FOR REQUIRED LOAD&RECEPTACLE TYPE ALL PENETRATIONS THROUGH THE SECOND FLOOR FRAMING AND THE CEILING FRAMING SHALL n EXISTING 75W DOWN-LIGHT FIXTURE, REMOVE AND REPLACE W/NEW' —jE— EXISTING WIRING TO BE REMOVED BE FIRE CAULKED WITH'GrabberGard IFC'OR EQUAL DRAWING NUMBER: `�R LIGHTOLIER LYTEPOINT 3 3/4",APERATURE 305WHWX 50W MR TYPE I_= UNDERCABINET LIGHTING,ARIDEE LIGHTING CLICKSTRIP(SIZE AS EXISTING CEILING-MOUNTED FIXTURE TO BE REMOVED PROVIDE 1 SWITCH AND(3) PORCELAIN PENDANT FIXTURES IN ATTIC;AS WELL AS RECEPTACLES t NOTED ON LIGHT FIXTURE SCHEDULE) EXISTING WALL SCONCE TO BE REMOVED WITH 36"OF ANY MECHANICAL EQUIPMENT'. KUTCHINS RESIDENCE