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HomeMy WebLinkAbout43307-Z �trG�� Town of Southold 1/22/2020 P.O.Box 1179 0 it 53095 Main Rd �A �p� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41016 Date: 1/22/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 670 Cedar Birch Rd.,Orient SCTM#: 473889 Sec/Block/Lot: 15.-8-27 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/5/2018 pursuant to which Building Permit No. 43307 dated 12/12/2018 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: ADDITIONS AND ALTERATIONS INCLUDING WRAP AROUND COVERED PORCH WITH SECOND STORY BALCONY TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Lear, Samuel of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43307 12-10-2019 PLUMBERS CERTIFICATION DATED 01-07-2020 H K' INPlumbiyq th ri d 'gnature TOWN OF SOUTHOLD �sUFFD�,b-c0�: BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy 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#: 43307 Date: 12/12/2018 Permission is hereby granted to: j Lear, Samuel 420 E 64th St New York, NY 10021 To: make alterations to an existing single family dwelling as applied for. i i At premises located at: j 670 Cedar Birch Rd., Orient i SCTM # 473889 j Sec/Block/Lot# 15.-8-27 i Pursuant to application dated 12/5/2018 and approved by the Building Inspector. To expire on 6/12/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $718.40 CO -ALTERATION TO DWELLING $50.00 Total: $768.40 , Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING_DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.,of water supply and sewerage-disposal (S-9 form)., 3. Approval of electrical installation from Board of Fire Underwriters. 4: Sworn statement from plumber certifying that the solder used in"system contains less than 2/10 of 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. New Construction: Old or Pre-existing Building: (check one) Location of Property: �I D G e r?Af Y 194M L A 0 p E IST House No. Street Hamlet Owner or Owners of Property: �A 2 ��A}s Lz Suffolk CountyTax Ma No 1000 Section p Block C: Lot ?i Subdivision 2 Filed Map. Lot: Permit No. Date of Permit. Applicant: ' Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: // check one q p 'j ( ) Fee Submitted: $ � 0 Applicant Signature of so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.riche rKED-town.south old.n us Southold,NY 11971-0959 y' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Lear Address: 670 Cedar Birch Rd City. Orient St: New York Zip 11957 Budding Permit# 43307 Section: 15 Block. 8 Lot 27 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA' Custom Lighting of Suffolk License No: 38893-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 46 Ceiling Fixtures 14 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt Wall Fixtures 22 Smoke Detectors 3 Main Panel 200a A/C Condenser 2 Single Recpt 2 Recessed Fixtures 17 CO Detectors Sub Panel A/C Blower 2 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt 30a Emergency Fixtures Time Clocks 00a Disconnect 2Switches 46 Twist Lock Exit Fixtures 11 TVSS El Other Equipment 3-combination smoke / co detectors, 3-under cabinet strip lights, 1-bath fan, range hood,wirl pool bath,6-floor recpticles, 14-combination GFCI/ARC fault circuit breakers, 12-ARC fault circuit breakers, Notes, 17 KW stand by generator with 200a transfer switch Inspector Signature: Date: December 10 2019 81-Cert Electrical Compliance Form As v son Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT `' JAN 2 1 -2020 TOWN OF SOUTHOLD CERT•IFI.CAT-IQN Date: 1. v e� _ �-, Building Permit No. Owner: (Please print) _ Plumber: (Please pri I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature)-- Sworn to before me this 7 day of J r 20 2C) Notary Public, Ryan M.Gibbons Notary Public,State of New York No.01 GI6276905 Qualified in Suffolk County Commission Expires February 25,2021 OF SOGTy�� # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. 4 '77 [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) -[ ] CODE VIOLATION [, ] CAULKING REMARKS: t.to - c DATE f -INSPECTOR�) - oe soulyolo # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FdUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: vV�M S C�i�c�ry l4wm rib ,� DATE b INSPECTOR L/, q SOpI�O� # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1602 INSPECTION— [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ SULATION [ FRAMING /STRAPPING [ ] FINAL [ ]- FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) [ ] CODE VIOLATION CAULKING REMARKS: Dgkl � mw cpS D 0-6" �ks Ovcb Um 61Abof �© Y4ADATE <fV"3 17#101 INSPECTOR ho�aOF SOGI,folo # TOWN OF SOUTHOLD BUILDING DEPT. Ulm, 765-1602 INSPECTION b� [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATEINSPECT R � - - O SOF SOUIy -------------- o� o� # TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ eSLATIOWCAULKING U FRAMING /STRAPPING [ AL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ -]- FIRER ESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ol 2 vvy," 66, T DATE C ( INSPECTOR FLELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) 'FOUNDATION (2ND) to o� Saco% �i ROUGH FRAMING& PLUMBING t� � � 1 ole on r a win % a vw, Ire INSULATION PER N.Y. y STATE ENERGY CODE 11 AV ✓M r FINAL ADDITIONAL COMMENTS G / X - - �, ( q 5e7 lh 64VI�,�- Zj la,h' O d r� b H Town Hall Annex .� 41 Telephone(631)765-1802 54=375`-Maid,Road {631}7 5 P.O.hoz 1179 ,�� ` Q roger.dchertCc own.soutfi0 ny tm Southold,N I1971-4959 BUILDING DEP'ARTNIEW } TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION r REQUESTED BY: �hj D Y'�.� / Date: ` ` (j Company Name: Name: Gro, License No.: Address: --6 �. Phone No.: j� 5' JOBSITE INFORMATION: (*Ind i cates required information) I *Name: *Address: *Cross Street: *Phone No.: ' Permit No.: U Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(P ase Print Clearly) a r f A , lK� rf L (Please Circle All That Apply) Is job ready for inspection: A, / O *Do.you need a Temp Certificate: YES ugh in FinalYES! NO Temp Information(If needed) 'Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other INew Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION IT B241equest for lnspedon Form 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 ,r 4 sets of Building Plans TEL: (631) 765-1802 _. Planning Board approval FAX: (631) 765-9502 Survey r 6 Southoldtownny.gov 1?IERIVIIT NO. �` Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application ' Flood Permit Examined ,20 ; Qv f� _._____ Gy____Single_&_Separate orm Truss Identification F —~_._ DE� _ 52010 } Storm-Water Assessment Form ,_\ 1 Contact: Approved ,20 �F}OIM Disapproved a/c.i r tA Phone: 117-141 ��� 7 , Expiration . ,20 • , nsp ctor - -- APPLICATION FOR BUILDING PERMIT Date 20 IS INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b, Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas', and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied-o_ used-,in whole'o •in part for any purpose what so ever until the Building Inspector issues•a�Cbrtitiea"te{of Occupancy. f_�e' building permit shall-k`fe if the'work authorized has not commericed witfiin�l2-months after the date of issuance or had hof_been completed within 4 8-m6iiths Trom;such date. If no zoning.amendments,onother regulations affecting the property have been enacted in the interim;the Buildiiig''Ins'pector 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,.or the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or na e, if a corporation) (Mailing address of applicant) tate whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder �N-1-rEGT' ame of owner of premises S.4murn_ 4-NI &EE L,k--,- iZ_. -0 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. l,'lumbers License No. Electricians License No. 'Other Trade's License No. Location of land on which proposed work will be done: House Number Street `Hamlet County Tax Map No. 1000 Section 15 Block &R? ' Lot f, 7 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SIN Lg 'FfAWILL�yeeSt pts Nc-:' b. Intended use and occupancy � N = c Igkjr-C t [�t.c. �iA�a c Lr1 '�c._ l� 3. Nature of work(check-which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 'Fee,--i , �(T�o,�be�p-gid on filing this application) o 5. If dwelling, number of dwelling units Number f dwelling units qn each floor If garage, number of cars ---� rfk !) 6. If business, commercial or mixed occupancy, specify mature and extent of each type of use. 7. Dimensions of . existing structures, if any: Front ` Depth � Height Zh Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth oto` Height 2d• Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. °•S;ize of lot:Front - :• Rear R'1• �! Depth ( ire 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO_)(_Will excess fill be removed from premises? YES NO a ANE 4 !;Am LA. 14. Names of Owner of premises Le A R.. Address D k4 E NT N7 u-167 Phone No. 516 •S 12,•01700 Name of Architect 6:147,A66-0+ 01r4emysoN Address Ir•®- $•4"6Vgow Phone No q 17-• 141. 1'�;4k Name of Contractor DGtjtjii, Mg NA-b k) Address 133 "NTPA4-Au£ Phone No. t •9 Z 1 ' (b A twT 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,W scale, with,accurate,foundation plan and distances to property lines. 17. If elevation of aiiy point on property is at 1'0 feet or below, must provide topographical data on survey. 18. Are there,any covenants and.restricti,ons with respect to this property? * YES NO_ * IF YES,'PROVIDEC A" OPY. STATE OF NEW YORK) SS. ti i COUNTY OFC !�•1il Z(/a 't4- I'� o� beim duly sworn,"deposes and.says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the -Q�LF}-1 (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 applica ion; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of (-ew r 20 ' TRACEY L. DWYER rA.CW d (�)IAVkA NOTARY PUBLIC,STATE OF NEW otary Publ O.01 DW630690 _ QUALIFIED-IN SUFFOLK COUNTL Signature of Applic nt COMMISSION EXPIRES JUNE 30, gs� � gttffUt f ® BUILDING DEPARTMENT- Electrical Inspector a„ TOWN OF SOUTHOLD, Town Hall Annex - 54375 Main Road - �"' Southold, New York 1197 Telephone (631) 765-1802 - FAX ( 765-9502 D ro enriche 1-t o"town:south6l .us JAN 1 1 2019 APPLICATION FOR ELECTRICAL INSPECTION 1r�U'DZJ,- REQUESTED BY: Date:; q� Company Name: L-- - Name: o - License No.: email: , ccm iiAddress: x Y Phone No.-',' LQ o1 R JOB SITE INFORMATION: (All Information Required) Name: Le ar Address: Lk-) Cross Street: Phone No.: BIdg.Permit.#: L{--.&30 - email: Tax Map District: 1000 Section: )!s Block: g Lot:, ,BRIEF DESCRIPTION OF WORK(Please Print Clearly) C90-0,am,� eL1 Circle All That Apply: Is job ready for inspection?: YES JQO ough Final ®o you need a Temp Certificate?: (:Y:]E0 NO Issued On All information required 'G'emp Information: ( ) Service:Size 1 Ph 3 Ph Size;�A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - n rgroun - Overhead #6 Underground Lateral 2 H Frame Pole Work done on Service? N - .Additional-I nformation: - PAYMENT DUE WITH APPLICATION P" & �J8 182-Request for Inspection Form`xis i i I - REScheck Software Version 4.6.5 Compliance Certificate Project Lear Renovation Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 670 Cedar Birch Lane Elizabeth Thompson Dennis McMahon Orient, NY 11957 Elizabeth Thompson Architect Mc Mahon Brothers Ltd. P.O.Box 464 133 Central Ave. Orient, NY 11957 Greenport, NY 917-848-1541 917-921-6984 et@elizabeththompsonarchitect.co mcmahonbrosltd@gmall.com m Envelope Assemblies Gross Area Assembly or Cavity Cont. U-Factor UA Wall 1:Wood Frame, 16" o.c. --- --- -- --- Exemption: Framing cavity filled with insulation Window 1: Wood Frame:Double Pane with Low-E 263 0.270 71 SHGC: 0.20 Door 1: Glass 104 0.320 33 'SHGC: 0.20 Ceiling 1: Flat Ceiling or Scissor Truss — Exemption. Framing cavity filled with insulation Floor 1:All-Wood joist/Truss:Over Unconditioned Space --- --- --- --- --- Exemption: Framing cavity filled with insulation 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 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requireme s h to in the EScheck Inspection Checklist. ''Gl7eAge �l ►PSOlti1 (�► / Name-Title Z.4-- 14 IT Signature Date Project Title: Lear Renovation Report date: 12/04/18 Data filename: C:\Users\ET\Documents\My A Word Documents\ET Clients\Lear ResCheck 2018.rck Page 1 of 1 1 • 1 --- T- --- --- ----- - ?o LL /I VC4+5H JAN - 9 2020 --FA-ip r1L or t LlVI PGl14,IT I - t At I - - r t1�1 12',. I' I � t j b1WIW j - - RD A41 -'- — I I b � gp `a .Hila' 8$ T, Ni:\1( be�i U65 ofd EX151", Go I I I I 1 ' Job Date Elizabeth Thompson -Architect 1.7. ! �I AWE &/r/1 1-4 0 24 E44T W ( 250.Mercer St B806 . 917-848-1541 Title Scale 'New York, NY 10012 www.elizabeththompsonarchitect.com B - ! 33 67 Eol, �� — --- ---- - _ ----- —--- - - - - - Z4 t y. . 11, 501 a lZ��pll aro _ t �kI�I `Jr2 I _ JAN - 9 2020 ` 44 - UyIW, AVHA -- - I - - - dI _.. ,. � -____ - j ,I I y •1,}�-� • L•q� •t'r;6`? -- ' Job Date Elizabeth Thornpson -Architect _ �2°� � Y SIE I&/r��� HT 250 Mercer St B806 917-848-1541 Title Scale 'New York, NY 10012 www.elizabeththompsonarchitect.com - ---- --- RETAIN ST STORM MATER 8311111 - - — - PURSUANT TO CHAPTER ----- F � ---- OF TREVVN CODE. — - 3 - - — DATE1 2�j2-_'V B.P.# F - �� . m Residence Renovation NOTIFY BUILDING f'E . R d" i AT MAIN ROAD -- 755-;802 8 AM TO 4 PIN!, -FOR THE 670 Cedar Birch Lane FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED Orient, NY 11957 FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING - 3. INSULATION Tag Lot: 1000-15-5-27 4. FINAL - CONSTRUCTION MUST caYo N/F GDF BE COMPLETE FOR C 0. Y`rw . J.sEEW.LLB ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW �o N7943.40"E rxaM uonc cmE 250.00' AIE ,� YORK STATE. NOT RESPONSIBLE FOR - ss.s =F E• F , _ List of Drawings: DESIGN OR CONSTRUCTION ERRORS. _ COMPLY WITH ALL CODES OF 3 z ='— ; cz+r Dxtivar STCW nI 1 Site Plan&List of Drawings NFW YORK STATE & TOWN CODES 4 ► 2 Construction Notes AS R EO U I R E D F '� i= y o 3 Construction Details 79.6' it 7 4 Existing First Floor Plan S ��. 5 First Floor Plan LANNINGBOAF 24-4' OWN TRUSTEES L4YD N/F a , ��°F� c - 6 Existing Second Floor Plan DF ,"�� 22.s• 7 Second Floor Plan "• Jos.-PN W.DUFFS W r— �` - c 8 North& South Elevations c 9 East&West Elevations _ goo rQ� 10 Typ. Wall Section&Plumbing Riser Diagram UNLAWFUL pN LW o" - ------- -- WTa T CERTIFICATE y LLP O z n PLUMBING OF OCCUPANCY N/F of ALL PLUMBING WASTE I-LWlis =,ra CE -ICAT/0/V 7,-�Q 2:FFER r s , &WATER LINES NEED f,f fl°° Lt AD CO[VTF-NT BEFOq TESTING BEFORE COVERING 07r-7 r —•r- r-ICA TE OFOCCUPANCy SOLDER USED IN 1/ATER � 4b �� k a x579'43'40"W 150.00• x~ SUI'ASD ISTEr1/1 CAI�/IVGT ."_ L [H.Or N/F x Imcnum mww#YON IwQt=W OF 1/ LEAD. I KENts'M 6L1RSNe'r �� ®936dSS Pg,./+jVlTll® REQUIRED ����� i•U���' ONG REQUIRED - ��sting-Site-P-1 Jot) Date Elizabeth Thompson Architect 250 Mercer St. B806 917-848-1541 Title Scale New York, NY 10012 - 171 TV •71,1411 - www.elizabeththompsonarchitect.com �� ' CONCRETE NOTES GENERAL NOTES Joint 6eser1,11. Nall Sixes Hall Spacing 1. DESIGN,MATERIALS'&METHODS OF CONSTRUCTION SHALL COMPLY WITH THE L ALL WORK MATERIAL.AND EOLI' ENT SHALL BE N 12 THIS DRAWING IS AN INSTRUMENT ENT PREPARED TO BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 378 OF THE ACCORDANCE WITH THE NEW YORK STATE UNIFORM FACILITATE CONSTRICTION AND SHALL NOT BE BUILDING CODE,AND THE NEW YORK STATE ENERGY CONSTRUED AS A CONTRACT BETWEEN BUILDER AND ROOF FRAMING AMERICAN CONCRETE INSTITUTE - LATEST EDITION. ULTIMATE DESIGN CONSERVATION CODE.AND LOCA.AUTKW47ES OWNER Rafter to Top Plate (Toe-nailed) 3 - ed per roller STRENGTH FOR ALL REINFORCED CONCRETE SHALL BE 3000 PSI. AT 28 DAYS 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A 12 SEWAGE DISPOSAL SYSTEM AND FFESH WATER SUPPLY Ceiling Joist to Top Plate (lue-nulled)•' J - Ed per Joist EXCEPT CONCRETE SLABS WHICH SHALL BE 4000 PSI. i MNLAJM 28 DAY STRENGTH OF 3000 PSI SHALL BE DESIGNED ANO BUILT N ACCORDANCE Ceiling Joist to Parallel Bolter(Fate-nalled) 3 - led each lap y WITH THE SUFFOLK COUNTY DEPARTMEW OF HEALTH Calling Joist Lops over Partitions (Face-nailed) 4 - IEd each tap 3. ALL LUMBER SHALL BE GRADE STAINED DOUC0.AS FR- Collar Tie to Rafter (Face-nulled) 2 - Ed pe- Ute i 2. CONCRETE TO BE POURED IN AMBIENT TEMPERATURES OF 40 + DEG. F.. IF LARCH STRUCTURAL GUM 02 OR BETTER N THIS STFUCTUFE HAS BEEN DESIGNED N Blocking to Porter (Toe-nalled) 2 - ed each end POURED IN COLDER WEATHER THE CONCRETE MUST BE PROTECTED FROM I ACCORDANCE WITH THE NEW YORK STATE ENERGY Rim Board to Rafter(End-nuled) 2 - led each end FREEZING FOR A PERIOD OF 14 DAYS. L PROVIDE D FLOE HEADERS AND STS AND AT ALL CONSERVATION WALL FRAMING STAIR AND FLOOR OAS NOTE POSTS AND PARALLEL ' PARTITIONS.EXCEPT AS NOTED ON DHAWMG, IS ENGINEER TO BE NOTIFIED N WRITING, OF ALL A. KEEP FORMS IN PLACE, COVER TOP AND SIDES OF FORMS WITH TARPS CHANCES PRIOR TO AND DURING CONSTRICTION Top Plate to Top Plate (Face-nailed) 2 - 1Ed' per fool S FLBrAOOR B TO BE PALM N FOR ALL EXCJOSEED BI AND Top Plates at Intersections (Face-polled) 4 - ISd joints-each side FOR PROTECTION FROM WIND FOR A MINIMUM OF 3 DAYS AFTER FLOOR BEAMS SPACING NOT TO E%GEED&0 FT. i& ELECTRICAL AND SPECIFIED BY OT E COMPONENTS 70 BE DESIGNED AND SPECFED BY OTHERS Stud to Stud (Face-nailed) 2 - I6d 24'o c. POUR. 8 ALL DI.ENSIONS AND GRADE CO OTUN9 TO BE Header to Header (Face-nailed) led 16'ac. along edges VIBRIO BY CONTRACTORISI PRIOR TO START OF 17. ALL 9TFRUCTURAL STEEL TO BE ASTM A38 WITH ONE Top or Bottom Plate to Stud (End-nailed) 2 - led per 2x4 stud B. AFTER FORMS ARE REMOVED, PROVIDE INSULATED TARPS TO HOLD CONSTRUCTION AND BEEN DISI OF AMTERAA L COAs EPDXY PANT. ALL FASTENERS TO BE ASTM 2 - ted per 2x6 stud HEAT AND PROTECT FROM WIND FOR A PERIOD OF 14 DAYS AFTER i FOUNDATION HAS BEEN OE51 TSF FOR A FADE A-325 BOLTS,3/4'DIAMETER. BEADING CAPACITY OF TWO 121 TSF AAD GRADES f I• 2 - led per 2x8 slud LESS THAN ITT CONTRACTOR SHALL VERIFY EN THAT B. CONTRACTOR SHALL OBTAIN ALL P HE E AND P POUR. I THESE CONDITIONS ARE NET. ALL FILL BENEATH NSLINNCE NECESSARY TO PROTECT THE ENGt•EER Bottom Plate to Floor Joist.Band aist.End o,sl or Blocking Face-nulled 2 - 16d" CONCFFTE SLABS TO BE COMPACTED TO 85% AND OWNER 1 1 9 ( ) Per tool 3. CONCRETE & REINFORCING MATERIALS SHALL CONFORM TO THE FOLLOWING RELATIVE DENSITY. 18 DO NOT BACKFILL AGAINST FOUNDATION WALLS FLOOR FRAMING STANDARDS-LATEST EDITION. I 7. ALL HEADERS 110 FT N LENGTH AND OVER TO BE LWL FLOOR SYSTEM INSTALLATION IS COMPLETE SIYPOxRTED BY DOUBLE UPRIGHTS.9.0 FT AND OVER Joist to SillTop Plate or Girder(Toe-nulled) 4 - Ed per joist BY TRIPLE LFRIGITIS. ALL HEADERS TO BE 20 PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL Bridling to Joist (ToMINIMUMe-nulled) 2 - Ed each end A. PORTLAND CEMENT AS PER ASTM C150-TYPE I. MINIMUM OF 2-2.B OR AS SHOWN ON ORAWM L AND N F L NE BASEMENT I APPLICABLE POSITION AR Biocktnq to Jol:l (roe-nailed) 2 - ed each end B. CONCRETE AGGREGATES AS PER ASTM C33, 3/4"MAX.SIZE. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. Blocking to Sill or Top Plate (Toe-nailed) 3 - led each black a PROVIDE FIESTOPFNG AT ALL LEVEL Led or Strip to Beam (Face-nailed) 3 - led each joist C. WATER SHALL BE CLEAN & FREE FROM INJURIOUS AMOUNT OF OILS, PENETRATIONS 21. SMOKE DETECTORS FEDUED N EACH BEDROOM AND Jots on Lddger to Beam (Toe-nailed) 3 - Rd ver 11o1s1 ACIDS, ALKALIS, SALT, ORGANIC MATERIALS & DELETERIOUS I ON EACH LEVEL OF DWELLING AS REOLI'ED BY Band Joist to Joist (End-nailed) 3 - led per 1100::1 Bond Joist to Sill or Tap Plate (Tae-nailed) Z - I6d' per loot SUBSTANCES. B. CHMNE FLASHING AT L NEW YORK STATE BIADING(`ODE CHKFEY9 SKYLIGHTS.EXTERIOR DOORS. VYFDOW9 D. REINFORCING BARS SHALL BE INTERMEDIATE GRADE NEW BILLET STEEL, 'AND DECKS ETC- 22. ANY ALTERATION,REPAIR ADDITION OR CONVERSION TO ROOF SHEATHING DEFORMED AS PER ASTM A615, GRADE 60. ALL SPLICES SHALL BE A IO Do NOT SCALE DRAWINGS. AN EXISTING DWELLING PEOLWO40 A BULDNG PEFA?T MINIMUM OF 40 DIA. IN LENGTH. HOOKS AND TIES SHALL CONFORM NOW FEOXIRES THAT ALL SLEEPING ROOMS N THE Structural Panels 8d 4'o.c-perimeter zone R DESIGN CONSULTANTS OR RECORD ARCHITECT- HOUSE BE UPGRADED WITH HARD WIPED 3 other B o.c, edges of TO C.R.S.I.STANDARDS. ENGFEER ARE NOT FESPONISBLE FOR THE INTERCONNECTED SMOKE ALA" panel . 12'o.c. Interior E. COLD DRAWN WIRE OR WELDED WIRE FABRIC AS PER ASTM A82-84 INSPECTION.SUPERVISKK OR ADMRJSTRATION OF Diagonal Board S!realhln4 or panel AND A185-84. i THS CONSTRUCTION PROJECT. FEDERAL. STATE 23 THE HYS COOES ALSO APPLY TO ACCESSORY - AND LOCAL ZONING AND BUILDING CODE COMPLIANCE STRUCTURE DESIGN. 1"x s'or I-x B 2 - 8d per support F. WATERPROOFING AS PER ACI 515AR-79. SHALL BE THE RESpONSBI.IYY OF THE 1'x t0-or wider 3 - Sri per support I CONTRACTOR 24 GARAGE DOORS TO BE RATED FOR RG MPH WIND LOAD CEILING SHEATHING 4. ALL CONCRETE SH/ULL BE AIR ENTRAINED (3-5%RETENTION). Gypsum Wallboard Sd 7'edge / 10' (laid , 5. ALL FOOTINGS AND STRUCTURAL SLABS SHALL BE POURED ON UNDISTURBED 1� WALL SHEATHING VIRGIN SOIL HAVING A MINIMUM BEARING CAPACITY OF TWO TONS PER SQ. •I t Structural Panels 0d (see table 3 9) Fr. Fiberboard Panels 7 / 16' 6d 3-edge / 6' field 6. THE CONCRETE CONTRACTOR SHALL COOPERATE IN SETTING ALL ANCHOR 25 /32' 8d 3'edge / 6' field BOLTS,INSERTS,SLEEVES,ETC AS REQUIRED BY OTHER TRADES FRAMNG NOTES ' L ALL FRAMING LUMBER SHALL BE GRADE STAINED 9. NALNO =EOLLE WALL BE A8 PER THE N.Y.S. , Gypsum Wallboard 5d 7' edge / f0'held 7. LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC TIPPED. ALL SNAP TIES AND DOUGLAS FR-LARCH STRUCTURAL GRADE Ilk. 2 OR BULUM CODE.ASA MINIMUM. ALL 2x0 STUDS Hardboard ed (lee table 3.9) WALL PENETRATIONS SHALL BE CUT BACK AND GROUTED SO AS 70 PRECLUDE BE>;T!R SHALL RECEIVE I NOD MALS AT ALVSLL AND PLATE - Hardboard Panels Ed lee table 3.9 �( �pTALL EXTERIOR NAILS iG7KA1.L BE GALVANIZED. Diagonal Board Sheathing ( ) - ANY CORROSION. 2 M THMNESS on AS NOTED TED'EXPOSURE l 5/8- 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d P 4' - ' V x B' or I' x B' at. EXTERIOR EDGES AND 6 d 0 12' ri . 1 t'x 10'or wider 3 - d per support 8. ADMIXTURES CONTAINING CHLORIDES SHALL BE PROHIBITED. 3 AIt FLOORM TO BE APA RATED STURD-I-FLOUL NTEFFADUTE. i FLOOR SHEATHING E L O BE k ETN.TN SOLID ALL EDGES OF 9. ALL REINFORCEMENT SHALL BE TIED IN PLACE BEFORE CONCRETE IS POURED. PAIL PLY TO BESET ON SOLD BOM JN0. GLUE AND u ALL ATERP AND EXTERIOR E B Es, FITECT.b Structural Panels NAL PLYWOOD SUBFLIX%i TD FLOOR JOISTS AND WATEFPROOFNO SHALL BE BY ARCt4TECT. I'or nes: ed 6' edge / 12'Held ALL REINFORCEMENT AND FABRIC FOR CONCRETE POURED ON GROUND SHALL 4 ALL HEADERS G-0'AND OVER SHALL BE SUPPORTED 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE BE SUPPORTED ON PRECAST BRICKS OR APPROVED CHAIRS WITH DOUBLE UPRIGHTS a-o AND OVER WITH AND sTtA WITH GALVANIZED H1l1ROCANE TYPE greater than t' 10d 6' edge / 8-field TRIFLE U'FIGT-ITS ALL 1EADERS WALL BE A CONNECTORS BY -TECO-OR APPROVED EQUAL, FOR MINIMUM OF 2-2XB OR AS 61-IOWN ON DRAWING. TIMBER ME FOUNDATIONS. PROVIDE HURRICANE Diagonal Board Sheathing 10, ALL REINFORCING BARS SHALL BE CONTINUOUS EXCEPT AS NOTED, LAPPED _ - __ _ CLIPS -AT ALL PERIMETER JOIST TO CtaDER _ 1'x 6'or 1' x B' 2 - Ed 1 per support PER ACI 318, CLASS "C", WITH 40 DIAMETERS MINIMUM, BENT AROUND S SOLO BLOCKING SHALL BE PROVIDED FOR ALL JOISTS CONNECTIONS 1'x 1D' or wider 3 - 8d ver support CORNERS AND HOOKED AT NON- CONTINUOUS ENDS. FOR FRAMED SLABS, 8-AND p--��PAROL 2'SPACE C�ORR AS NOTED t3 ALL PRE-ENGINEERED LUMBER RHIALL BE GEORGIA l Nailing requirements are based on wall sheathing nailed 6' on-center al the panel edge- if Wall sheathing Is nailed LAP TOP BARS AT MID SPAN BETWEEN SUPPORTS AND BOTTOM BARS AT CIRCULATION N ROOFS PACIFIC GPI SERIES WOOD-1-BEAMS AND LVL 9 9 PRODUCTS OR EOVAL. ALL JOISTS. GIRDERS AW 3'on-center of the panel edge to oblaln higher shear capacities nailing requirements for structural members shalt SUPPORTS,REVERSE FOR FOUNDATION MATS STAGGER SPLICES AND OFFSET B DOUBLE FRAMING AROUND ALL OPENINGS I Aytghle. HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED be doubled , or alternate connectors , such as shear plates shall be used to maintain the load path. SPLICES OF BARS AT OPPOSITE FACES. Ildn etc.I OR AS NOTED ON DRAWINGS'_ AS PER MANUFACTUERS FIECOMbENDATICta WEB STIFFENERS SHALL BE REOVIED AT ALL LOAD AND be reduced to 1 - Ted noH per foot. T. DOUBLE UR FRAMING UNDER ALL POSTS AND PARALLEL BEADING POINTS AT A KNOALRA A SINGLE_ 3/4" 11. ALL SLAB-ON-GRADE THICKNESSES SHOWN ARE MINIMUM THICKNESSES TO BE PARTITIONS OR As NOTED ON DRAWINGS LVL RM JUST SHALL BE-FEOIGFED ffA PEMETERS.HA1 DLM GW: qLAt( �rA�, EEppEEOT 'T USED.INCREASE AS rEQUIRED FOR DRAINAGE PITCH. a ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED COMPONENTS SHALL/BC�ASaSsg"MA1NtIFAC� WITH RATED GALVANIZED METAL COMECTORS BY FECOWADVATION2 12. EXCEPT AS NOTED, ALL POUR STOPS SHAH BE TREATED AS CONSTRUCTION -TECO'oR APPROVED EQUAL E r�9N 6 d$ 14. ALL M_LTPLE LVIr TgAO VE 2 3- 12- JOINTS AND SHALL HAVE.KEYS AND CONTINUOUS REBAR. WALL SECTIONS GALVANIZED NAA `Ba Tsy°'12'0 SHALL BE PLACED ALTERNATIVELY OR WITH A MINIMUM OF 24 HOURS a C� BETWEEN ADJACENT POURS. ,r w1 13. FOR CONCRETE WALLS, VERTICAL CONSTRUCTION JOINTS SHALL BE LOCATED , t` i 0-0-0 iAT MAXIMUM SPACING OF 40 ft, AT LEAST 4 FT. FROM ANY SUPPORTING OR INTERSECTING WALL OR BUTTRESS,OR ANY WALL OPENING. I 1 14. HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT WHERE OF ����� ~ 0 0 0 NOTED ON PLANS OR SHOWN AND ACCEPTED ON SHOP DRAWINGS. 1/2'DIA.GALVANIZED MACHINE BLOT W/WASHES aJfll7 - _Date "T'27° Elizabeth Thompson Architect - Iz./4/12> -- END VIEW SIDE VIEW . '0�(�� j �y LVL BOLTING DETAIL 250 Mercer St B806 917-848-1541 Title Scale BOLTING S"_AR FOR DOUBLE LVL New York, NY 10012wer www.elizabeththompsonarchitect.com � � D � ���� I -SIMPSON LSTA =20 GAGE r I RIDGE STRAP- ALL ROOF RAFTERS I I/4-x 20 GA GALV.STRAP w/ 5-8d COMMON NAILS IN HURRICANE CLQ 2 x 6 TIE P EACH RAFTER EACH END 0016 O C rrPicaL IN LIEU OF STRAP 1 1/4-x 20 GA GALV STRAP ICE SHIELD UNDERLAYMENT w/ 5-8d COMMON NAILS TO REOUIRED - 24-FROM EDGE FDN 016-0 C. ALTERNATE POSITION OF - 0 -- JACK POST NOTAL STflAP I HURRICANE CLIP USE 0 ACi w/4-Ba NAILS 048- SIMPSON H3 EACN END-TYP i i I 2'-0" 4-Bd NAILS F TYPICAL SIMPSON H2 HURRICANE MAX]F CLIP NAILED.FROM PROVIDE 86 COMMON 2 -8d COMMON RAFTER TO STUD - NAILS 0° 4- OC AT r TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL NAILS TO SILL 5 - Bd NAILS EACH END SHEATHING. ' PLATE =Fl�76I5T R I APA RATED PLYWOOD TO —swlPsoN Msr2T EXTEND TO TOP OF TOP 11/2'WIDE-20 GAGE PLATE. I i METAL STRAP 048'OC MST37 METAL STRAP r Maxn�ftnVt LP JACK POST 'Q STUDS c I / w/T4 7 L8d NAILS 0°48-OC OANTlLEVER OVER FOUNDATION ! TOP OF FOUNDATION ! EACH END - TYP. DOUBLE TOPJ� PLYWOOD SHEATHING i PLATE TO OVER LAP BOX _- --- — ' 2 x 6(116"OC BEAM-TOP + BOTTOM STUDS L4/ N_ e r f~ ° tt nC`-- - B to* t0°<6 < 45° ELEVATION 4 - 8d NAILS =-\ -- WRAP +NAIL STRAP GABLE ROOFS GABLE ROOFS ( 4 4d NAILS 1 e G o° ,o < as° HOLD DOWN + SHEAR CONNECTION CRITICAL PATH A4 4d SILL PLATE RAT ANCHOR BOLT- SIMPSON MST27 I �I I/2-WIDE - 20 GAGE I METAL STRAP 0046"OC ° 8d(NAILS(b 4INO 0 GCTO$ILL f t� ° PRO%TE Bd CONWON NAILS COC -'-f— - ¢°c AT HGi PRESSLIRE ZONE-6'0 G 2 - �5 REB 'Rs� AT 14TEFMA PORTIONS OF ROOF-TYP. �t 111 2 x 6 SILL r - �> ACO TREA r SEE FOUNDATION DWG FOR DESIGN. w/FEND ER r S , SECTION OF HIP ROOFS --------------- PROVIDE 8d NAILS P 4-O.0 AT PERIMETER INTERIOR .lob Date PORTIONS OF PAWLS 94 HIGH PRESSURE ZONE9 ° Elizabeth Thompson . 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