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HomeMy WebLinkAbout43464-Z s�0$�F OF 1Irc©G� Town of Southold if 7/26/2019 a P.O.Box 1179 0 53095 Main Rd oy�j 0� '4 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40550 Date: 7/26/2019 THIS CERTIFIES that the building ALTERATION Location of Property: 4585 Pequash Ave, Cutchogue SCTM#: 473889 Sec/Block/Lot: 137.-4-5.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/5/2019 pursuant to which Building Permit No. 43464 dated 2/12/2019 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: interior alterations and repairs (including new windows and doors)to existing single-family dwelling as applied for. The certificate is issued to Parlini,Richard of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43464 7/23/2019 PLUMBERS CERTIFICATION DATED 7/9/2019 Vkd Piecucbyj A h d Signature �Offal� TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 43464 Date: 2/12/2019 Permission is hereby granted to: Parlini, Richard 110-45 71 Rd Apt 5P Forest Hills, NY 11375 To: construct interior alterations and repairs (including new windows and doors) to existing single-family dwelling as applied for. At premises located at: 4585 Pequash Ave, Cutchogue SCTM # 473889 Sec/Block/Lot# 137.4-5.2 Pursuant to application dated 2/5/2019 and approved by the Building Inspector. To expire on 8/13/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $272.00 CO -ALTERATION TO DWELLING $50.00 Total: $322.00 Buildin c or Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. i 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$15.00 Date. !�72_ ®� I New Construction: Old or Pre-existing Building: (check one) ,,�° Location of Property: , � T( C/6/ CjJ_ House No. Scrrk,42-f—I Hamlet Owner or Owners of Property: C 04011 /N Suffolk County Tax Map No 1000,Section 137 Block 04= Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: r� Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ Applicant �gnature 0v SOU��,®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 117 Southold,NY 11971-0959 G Q roger.richertt� y' town.southoId.n us .� �y® BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Richard Parlini Address: 4585 Pequash Ave City: Cutchogue St: New York Zip: 11935 Building Permit#: 43464 Section: 137 Block. 4 Lot: 5.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Daniel Wilcenski Electric License No: 4723-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 Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 9 Ceiling Fixtures 5 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 CO Detectors Sub Panel A/C Blower Range Recpt 50a Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect Switches 8 Twist Lock Exit Fixtures TVSS Other Equipment: range hood Notes. Inspector Signature: Date: July 23 2019 81-Cert Electrical Compliance Form.xls OF SO(/T�ol Town hall Annex ~ Telephone(631)765-1902 54375 Main Road Fax(631)765-9502 P.O. Box 1179 • O Southold,New York 11971-0959 y BUILDING DEPARTMENT TOWN OF SOUTHOLD �F;az ------- ---- - ------------------------------ -- -- ----- -- ------- - - --- ---- -- -- ------ ------- -------- -- -� -�,...�{`tom- -r ,�,,"` JUL - 9 2019 �Y CJERTIFICATION BSJMI ITGD1✓kT Date: 7h y Building Permit No. Owner: Pq��I'h1 (Please print) Plumber: ,grad - /P(ucA (Please print) I certify that the solder used in the water supply system contains less than 2/10 0f 1% lead. " (Plumbers Signature) Sworn to before me this day of 20LOL_ CONNIE D.BUNCH Notary Public,State of New York \ No.01 BU6185050 h NJ] Qualified in Suffolk Counh' �,fil_ Commission Expires Wit t 4 �I7K) Notary Public, County �o,\\OF soUlyo� # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 - INSPECTION 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: DATE 3b I INSPECTOR �aOF SOUIyo * # TOWN OF SOUTHOLD BUILDING DEPT. °`ycou765-1802 INSPECTION- FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INOLILATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ®r, DATE INSPECTOR SOUIyOIo # TOWN OF SOUTHOLD BUILDING DEPT. °`ycou765-1602 INSPECTION,- --= 4 [ ] 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: DATE 177 LIq INSPECTOR CHITECT MARK SCHWARTZ &ASSOCIATES 28495 slain Road•PO Box 933•Cutchogue, NY 11935 631.734.4185 www.mksarchitcct.com May 21,2019 - . r� Southold Town Building Department M AY 2 2 2019 54375 Main Road Southold,New York 11971 TO 'VVN OF 5010T-tlu;� Re: Parhni Residence 4585 Pequash Avenue Cutchogue,New York Permit#43464 To whom it may concern, I have been on site to review the permitted construction for the aforementioned project. The framing, rough plumbing,fire caulking and insulation,to the best of my knowledge,have been completed as per plans and meets or exceeds New York State Code. Please call this office with any questions you may have. Sincerely, Mark Schwartz AIA tilembet American[nsk ufe tai A3chatechut, Y FIELD INSPECTION REPORT DATE COMMENTS ` - b FOUNDATION(15T) �y .................................... 'FOUNDATION (ZND) f dV O c; t ROUGH FRAMING PLUMBING INSULATION PER N.Y: y STATE ENERGY CODE a PC PLC FINAL 74 ADDITIONAL COMMENTS Vkc, cll- -ILI -�- -( aj 4-900 ® ° Jv ✓M l rt/ x d 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) 765-9502q3ll�p� SurveSoutholdtownny.gov PERMIT NO. Check Septic Form- N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined '20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: y Approved '2010 Mail to: Disapproved a/c p Phone: 73 g 1 o i Expiration ,20 D Building nspector �L j AP ATION FOR BUILDING PERMIT FEB - 5 2019 Date 0Z_ 0 I , 20 ®D;,X . INSTRUCTIONS �!®WPMR TI " � a. This applicationn M S e comDp etely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so,ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, age t, chitect, e Igineer, general contractor, electrician,plumber or builder Name of owner of premises i (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet ,i County Tax Map No. 1000 Section Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premisesnd4 intended use and occupancy of proposed construction: a. Existing use and occupancy �`l. b. Intended use and occupancy .6)''90 3. Nature of work (check which applicable): New Building Addition Alterations—� Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If busines commercial or mixed occupancy, specify nature and extent of each type of use. 119 ✓ 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height NumberEofiStories.- 8. Dimensions of entire new construction: Front Ream 3 Depth Height Number of Stories' `e'' 9. Size of lot: Un - � lRear Depth 10. Date of Purchase Name of Former Owner Y 11. Zone or use district in which premises are situated I-<->!t0 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 ;610 14. Names of Owner of pre�mauses `L N Address Phone No. /Ijz74 ✓ ,30 Name of Architect JC LO'&C r Address Phone No _ 73 v va r Name of Contractor Address Phone No. -& 3 J 44 S 1 2 S- 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES 1,/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 v NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO V * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF 51/f P(k)J�_ MAP- K-- 5-c-14u./4 Z being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the -TZC*i (Contractor, Ag6nt, Corp rate 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 tQ before me this day of 20]q___ TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK Notary Publi4l NO.01DW630690 Signature ofApplicant QUALIFIED IN SUFFOLK COUNTY g COMMISSION EXPIRES JUNE 30,2� Scott A. Russell a° � STcQjRMWA.TER SUPERVISOR MANAGEMENT SOUMOLD WAiM HALL-P.O_Box 1179 ma,B,.d-kunww.rmvYo1c u9n Town of Southold CHAPTER 236 - -STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES 77W PROJECT INVOLVE ANY OF THE FOLLOWING Yes INo OEM AM'THAT MMM M f A. Clearing, grubbing, grading or-stripping of land which affects more than 5,000 square f eet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area_ C. Site preparation,on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. D_ Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. KE. Site preparation within the one-hundred--year floodplain as depicted on-FH M Map of any watercourse: F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes ; in-kind replacement of impervious surfaces. J}C N 7m answered NO to ett the quwdons Aore,SWI Cmpkft the App seetTan below with your Name, MVRtnra,CaalAcf mon,Date a Camft Tax NWp Nwaberl MWff 236 does not quft to your PAiccL If You answered YES_to ane or man of the abaM piaise submit Two copies of a Siermwater meat Control Plan and a completed Check Iasi Fmm to the BWkbg DeparbucaL wtila ua BWlftg Permit Agprieadoxi. APR N�AT7i': w,�y D� �.Ca uu*w 0dx!d S.C.T1W. �: low Date ..- tk91n1 NA S QrJoll Lot V FOR BUILDING DEPART TEN T USE ONLY "' Reviewed By_ Date: Property Address/Location of Construction Work: — — — — — — — — — _ _ — — — _ — _ Approved for processing Building Permit. Storrnwater Management Control Plan Not Required. t � ® Storrnwater Management Control Plan u Required (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 �S11ffD(�c® BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD y Town Hall Annex - 54375 Main Road - PO Box 1179 o� • o�� Southold, New York 11971-0959 �O1 Telephone (631) 765-1802 - FAX (631) 765-9502 roper.riche rt(cDtown.southo Id.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: le," ��� c C� '+�✓cc.'t-i �•c— Name: G License No.: �� L�- y�, email: Ice H S le, 1 rcf-��X31 44-loo. C a Address: (�. �� ,� 3 S a v. .w I I `i -7 Phone No.: (D 7 ! - V? JOB-SITE INFORMATION: (All Information Required) Name: Pyr 1 N Address: 4 4ve C o Cross Street: D Z Phone No.: (a - 25'Y Bldg.Permit#: _ 43 q 6 q email: ,9- Tax Map District: 1000 Section: Block: Lot: �5. �- BRIEF DESCRIPTION OF WORK(Please Print Clearly) �,1/�/� U i5l ) el �� 4— lav �, �_J_Z_- Circle All That Apply: Is job ready for inspection?: JNO ou h I Fi Do you need a Temp Certificate?: YES/ Issued On Temp formation' (Ail information required) Service SI .1 Ph 3 Ph e: A #Meters Old Mete New Service - Reconnect- Flood Reconn - Service Reconnected - Underg nd -Overhea #Underground Latera 1 2 H Frame Po Work done on Service? N Additional Information: PAYMENT DUE WITH APPLICATION �/ `�=J'f'►`� 82-Request for Inspection FormAs Tom Hail Annex Telephone(631-1802 54375 Main Road Fax(631)734-9502 P_O.Box 1179 cn Southold, NY 11971-0959 BUILDING O.EP' ENT, NOTICE OF UTILIZATION-Off-TRUSS. • RU'CTIQN PRE-ENGINEERED VVOO 3-�T RO017I0H}AMM• R- ,. BER GOMSTRUCTION - r Date: 0 Owner- I ar f f Location of Property. ;. Please take notice that fife Whim kai Now reside�ial�r_uut#rtne% •' `�? .,r Addition to wds#i�41identlal shltW" Ply12 Refabiiitattion ta ao- ds g_ .ria_derma_ I stu�_ A Lqy 12#-"7o t1J s` to be constructed or performed at y :.: :;t above wilt Mab (check applicable line): ;: ,. • ;.�:.'., r Truss type consft u,4&i 41 Pre-et�gineered Timber constructionC� in the following location(s)(check applicable line): a - Floor framing, indiudffi; t d. s 0. Roof F}- Roof ting(R)*- - Floor an rooffi&rfiing•(FR) Signature: Name (persdn.subt:nitti 0 this form: B"L -w ".n . Capacity(check applicable line): Owner Owner representative TnussResRegl5.docx Effective 1/12015 N L CST ( `tt � LOT 1't U Y {� 5 ,�-- � r j P-6 DO i 4ry g + * LOT 15 IL b 1 L7 tj u i L.C�T I N SCAL.it• 30'a 1" 0 X 11%004 r l r V* A/aa�r C)j-- MOfvtMTY �stTunTc+• �T CUTC: IIC)Cil1L' TOWN aj■ �c>urc��c��.n , N.Y. - - - - --- _ • NnTL- ,,,,, LQY WL.J/AfSL`Mm3 SHOWN RL-N&A TO "lAl rOF-jm-L ^I11'Q0C)n a MS adNew d CC7VL* " S&ILLM IN TNS L" SUI-luCLIA, COUNTY. CL&KWS l7tmPLlGfl- ;tUon 120II of Iha MewVnrk(q•M , ,:0c,11cilLow L-h'S-1!�/S�p► NU4`fta-m--1145 _._, .. ......_.. _-._. ..__._._ - _ „^:�c"Y's sulr.Sn^P not b�arlM I q•• •n:surva/^fsl:l..otl�:slcr E Ct4{.1�ii.nN�LL�i'1 '[Q-rNL'-AfAL-r) '-ITLL' _ J sccl Chau not ba rcnsWorM / 1 A fir.f i l c:c YaGd truO COPY I 114-TUMANCO, CO.Awf7 To TIL` -qWS XlO-,'A C...5;r,!r :nd.cc,cdhtlrecn;fiat-, :ICAL '�AYING7S or LAhN ASd3C7CI^T141,4 � P • XjK Vq�'�•!lJ o,.p.,lh. -.con(crw:-rL-)..,^.v1 VLJ14V0rYCr* • JWL.Y I r-q r MOM!-RICK VAN TUIL C. 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LOY NUu,%ftL'•RS S1'tOtiVN RL''!`1.''l'r► r0 "/AAr0P-l&-LC-*TWoom ;ttro,r2wafthaN wymkF*w I&tLM 1N T1'iLu SUrtOLK COUNTY.CLliKRIS C)lap•1GQ- OPT- no, PT- P•::RC•SiDrvay_rsn,.oat.-.:d cr ; �i1J+AtiAN�il�C) TOTt'tL'rA/A*ftICAN 'PTL.L" - -er.•_,1sec17aunWbo�n9etr� -a[C:c vagi taus t00W j (i gUp6ANCIf CO.AND TO TVIV 4USUR&JA � crs.��ac -,,ax.-,cdherocasny-, 1 C��t3L-Rtic. g�0►vtt�1�4 sr Lc».N �,�a�rscl�n 1cyN ---��.: �*'r.tt...c:tar(arntJm[orn� ; �sLJrtyt}Yrrn • JULY �� I�T4 T ! �P�_oaGKV�',!/ �IILv';.r rwl r...uJJu Wb.IDiYSt6i i ty�ti.�►R�F'►M U*tom qw a VM► �� �f ••• • • C Ar�:� REVISIONS APPROVED AS NOTED DATE: B.P.# FEE: BY: BY: 0 NOTIFY BUILDING DEPARTMENT AT 00 a 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: � 1. FOUNDATION - TAIC REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING S PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE N REQUIREMENTS OF THE CODES OF NE ~ YORK STATE. NOT RESPONSIBLE F I LL 'R - - V U ~ DESIGN OR CONSTRUCTION ERROR M E a IL 14", fill I I I I I 1 11 1 1 1 1 1 1 1 —I I I L--j 11 Q / er 01 iY 0 C Y w U COMPLY WITH ALL CODES OF x NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF 'Em WINM &'*m' 44 V — i0U7 1I370W77MTEES RETAIN STORM WATER RUNOFF REAR ELEVATION PURSUANT TO CHAPTER 236 SCALE: 1/4" - 1' OF THE TOWN CODE. z OCCUPANCY OR - - o USE IS UNLAWFUL �' W WITHOUT CERTIFICATE w W OF OCCUPANCY PLUMBER CERTIF!CA i 1J'\' ON LEAD CONTENT BEOON` CERTIFICATE OF OCCUPArr� , SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. . w Y PLUMBING o ALL-PLUMBING WASTE &.WATER LINES NEED w } TIMMMG BEFORE COVERING Z Q W ELECTRICAL H < O INSPECTION REQUIRED 0 2: w U w ~ Uj 1.1 L ILL, -.1 � U 'r ED ARcy �v 1N n y� �f✓.�.; /,i4� �� -A DRAWN: MH/MS — F f - SCALE: 1/4"=1'-0" N JOB#: Nj, January 04,2019 EXISTING REAR ELEVATION -�,� 22339 ��� SHEET NUMBER: SCALE: 1/4" = 1' of N0 REVISIONS , O Oho oQ , , , � o EXISTING DECK , --� Z Co Co 4X 5A�TO 8"dia.CONCRETE PIER Y BELOW GRADE , „ 2 —912 (UNDER GIRDER) U m 8-dia.CONCRETE PIER VIF(DOOR) Y BELOW GRADE (2)2X4 A Q FLUSH ' IIII I II p IIII II Lo 0 ( IIII ( IIII_ �_ IIII IIII II ' _(2)J2XCQ_ FLUSH III IIIII ( IIII I I I II I I I I I I I II IIII r r „ U J_ L!� ! —I —8 EX.S2)2X8 GIRDER- EX. 2)2X8 GIRDER - --- -I-EX�(2)2X8 GIRDER _I_ --------------- --- --------- -=- ----------- -- ___ __------_---_--- i w EX-2XR FJ ❑ 11 I X11 11 ► ► l II III I l r @16 OC IIIII IIIII- _I I I I I IIIII IIII IIIII I I a s INSTAL NEW .. WINDOW WELL a ( I I I I I I I I I I I I I I I I I I I I I C (2)2X6 GIRDER I I I I I I „ EX.(2)2X8 GIRDER__ ___ -I-[ EX_(2)2X8 GIRDER 1 __ _—EX 2X8 GIRDER- w Q ---------------- 5/4X6 CEDAR �ii O I II I I I I l I I l I�l I l ( 1 o CAP -JAI I I I I I Qr 4 � IIIII �" IIIII b I� ii III IIIII IIIII IIIII- p—IIIII IIII II ( 1X3 CEDAR #� __ @) TRIM J 16"OC � I I I I IIII IIIII I I I IIII IIIII IIIII X.(2 2X8 GIRDER— EIX.I 2 2X8 GIRDERI I I I -fl --- -- 1_���--=__- I-I --- [EX. --I-L1 4X4 ACQ POST ___ O 2 2X8 GIRDER' III II I I III - -------------- --- ---------------- �____ � ��llI1 TH N EX.(2)2X6 1 1X6TG&VJ /w I I I I I flI CEDAR SDG. �OI I I IIII I I III T-0' X4 26HOR. I 11A — M RACING �:� r BENCH ( ( I I I—�'� I Hi ( I SEPTIC Y ai Nk\Q / I I I I I I I Il I I I I I I I LINE 1 AREAS WITH DIRT FLOOR TO BE LEVELED OUT(REMOVE DEBRIES). DIRT FLOOR O 1X4 CEDAR li O W } TRIM 2 if POUR NEW SLAB(2 THICK AT CRAWL SPACE,4"AT BASEMENT). - 16 I @16 I I I I ni I I I I @16"OC I I 2.PATCH AND FILL HOLES AND DIVETS ALONG EXTERIOR PERIMITER. W W 5 4 D CKING „ SEAL PIPES,DUCTS,ELECTRICAL,etc.EXITING BASEMENT/CRAWLSPACE I I I I I Q Z THROUGHOUT.ELECTRICAL CABLE,EXITING BUILDING,TO BE VERIFIED 2X ACQ @16"OC til_ --_ 4 ✓-, '- t- ,r=' 't r+- / FOR PROPER INSTALLATION (CONDUIT,CABLE TYPE,etc). W '. COU SE STONE,MIN.3/4" �� „ 3).GC TO INSPECT PERIMITER AT RIM BOARD,BETWEEN JOISTS,FOR ANY Q vr° 2'deep v r n O DETERIATION,HOLES OR ANY EXPOSURE TO OUTSIDE.SEAL/FILL AS = A. NEEDED. PROVIDE SEPERATE PRICE: rJ 3'-0" 'p "• c; ': ?, d 4° a, 4).GC TO INSPECT EXISTING BILCO FOR DAMAGE,SEAL,etc.REPAIR/ 1.CRAWL SPACE DIRT FLOOR;2"SLAB VS 6mil POLY BARRIER a � V ¢� REPLACE AS REQUIRED(REVIEW WITH OWNERS). 2.BASEMENT DIRT FLOOR;4"SLAB VS.Emil POLY BARRIER ^ 00 �p 8"DIA �p D, / CONC. 5).BASEMENT WINDOWS TO BE REVIEWD IN FIELD FOR CONDITIONS. -"�.� 't Lo q o 3.DRYLOK BASEMENT WALLS PIER v� VERIFY INSTALLATION,OPERATION,DAMAGE TO GLASS/FRAME. '(C RE FOUNDATION PLAN REPAIR/REPLACE AS NEEDED. w�5 4.FRENCH DRAIN AT FRONT OF HO S€? i i \ �• CROSS SECTION SCALE. 1/4t� = 1� �I TM y DRAWN: MH/MS ® - G N SCALE: 1/4"=1'-0" 1'-0" N •�F JOB#: A X22339 Q� January 04,2019 AGF NE��O SHEET NUMBER: -2 REVISIONS El 0 c3o° 00 D EXISTING DECK o LAUNDRY ROOM REMOVE EXISTING OUTDOOR SHOWER r 7'-0„ I 7,LQ„ u 8,_6„ 7'-3„ v 2 w o � 4'-4" CLEARANCES WITH DOORS AND U R+ r cN TO REMAIN I CW24 CEX.WDW W23 FWH31611ALle Wwoo S PER CX135rcR.(VIE) U ti 3'min. `- (3)2X8 HDR HEApER---; 3)2X8 H O EGRESS _ B TPOAD WALL O I UP d O E I L W/6 1 UT TO I S role I N H O OI DOOR STO~S: EXISTING JOTUL 962041 i H ER C MATCH L — "E I I I i MAX.90° VENT MEE GAS STOVE L6 EXISTING 0 „ H 14'-0„ N ! G EXISTING KITCHEN NE]JUOUTDOORSHOWER EXISTING BEDROOM (RELOCATED) � — , ALTERED a ,l ALTERED LL., 2'-6" EXISTING! LIVING ROOM EXISTING BEAM TO BE OPENED UP AND EXPOSED FOR REVIEW w/ARCHITECT DURING CONSTRUCTION Q a 17EXIST. _ _ - - - - - - - - - - T- _- T - - - - - - - - - - - - - - - - - - VERIFY EXISTING COLUMN w/ ; ; EXISTING COLUMN Q� Q BATH ARCHITECT AT CONSTRUCTION TO BE REPLACED F_rJl C VIF w/ARCHITECT 0 EXISTING DINING AFTER OPENED UP w „ „ „ 111 o Od Od u0,1 0 o ® ® 0Lu OO OO OEXISTING PORCH EXISTING ENTRY EXIST. ® cool 1 O BATH Co q , „ „ ° „ - - - - - - - - - - - - - - „ - - - - - - - - - - - - - - W 3 WALL LEGEND Y 11/4 11/4 L--------------J WALL TO BE REMOVED O ? O >- EXISTING SITTING AREA z �: SINK EXISTING WALL ; Z W.M. D.W. 13" F.A.I. ST. FLOOR PLAN NEW WALL ~� _ (� :) C.O. I i i NOTE: Q � 1 1/2 2 SCALE. 1/4�� = 1 DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL _ ICO [INT.:2X4=4-1/2",2X6= 6-1/2",EXT.:2X4=4-",2X6=6"] w 3 3 DIMENSIONS OF NEW WALLS ARE FROM STUDS a 1.REPAR LEAKING PIPE AT BATH 9.DEMOLISH AND REPLACE MASTER BATH WALLS(AS SHOWN),SINK AND [EXT./INT.:2X4= 3 1/2",2X6=5-1/2"] pip V VANITY,AND TUB.SHOWER AND TOILET TO REMAIN.DRYWALL,SPACKLE, a U-) 4 — 2.ROOF AT DORMER TO BE INSPECTED FOR REPAIRS AS NEEDED. PRIME AND PAINT WALLS AS REQUIRED. TO APROVED 3.ADD WINDOW WELLS AT BASEMENT WINDOWS. 10.REVIEW OPTIONS FOR WINDOWS AT LIVING ROOM AND KITCHEN 4"C.I. SEPTIC SYSTEM .S -RED SLOPE" 1/4" PER FOOT PITCH TO DRAIN TRAP HOUSE 4.PROVIDE SEPERATE BID TO POUR NEW SLABS AT DIRT FLOORS 11.REPLACE FRONT DOOR �j�� �V IN S y/ IN BASMENT(BASMENT AND CRAWL SPACE AREAS) �� �15 Cy� �� DRAWN: MH/Ms 12.REPAIR/REPLACE OCTAGON WINDOW.INSPECT FRAME AND CONDITION, Ok y C� PLUMBING SCHEMATIC 5.PROVIDE SEPERATE BID FOR FRENCH DRAIN IN FRONT OF HOUSE. REVIEW WITH OWNERS. V c SCALE: ]/4"=1'-0" 6.DINING ROOM CEILING TO BE REPAIRED AS REQUIRED. 13.PAINT(PRIME AS NEEDED)INTERIOR COMMON AREA,INCLUDING HIGH N JOB#: CEILING. #�L. �� January 04,2019 7.CROWN MOLDING TO BE ADDED IN LIVING ROOM AND DINING ROOM A X22 39 ���� SHEET NUMBER: 14.EXTERIOR OF HOUSE TO BE REPAINTED.REMOVE ANY DIRT,MOLD,etc. 8.REPAIR/REPLACE BATH SHOWER AT 2ND.FLOOR. REPAIR/RELACE DAMAGED MATERIAL,INCLUDING ROT. OF N E� REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE tom® PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES BUILDING USE When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON EACHTOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product, shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES OO°o 00 OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2,8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL c~i construction means,methods,techniques,sequences,or procedures,or for safe the late and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS ANY DIRECTION 200 9 q P safety P P PP mDESIGNED FOR CAT.C) '� precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING EXPOSURE CATAGORY ( � TOP PLATE TO PER FACE NAIL specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMO C.1 � �=+ TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION N` m M anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all rn � ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMO JOINTS FACE CL4 CO H INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE , ow 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: .� v z in STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE U °� , 00 or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMON O.C. NAIL Ln attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Sym" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. x O o `j sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. fi x 7 .The General Contractor is to consult with the owner for all built-in items 1/2 inch "J ) gyp P HEADER 16d COMMON ALONG EDGES NAIL SMOKE&CO2 DETECTORS � � � such as bookcases,shelving,pantry,closets,trims,etc, edges and 10"o.c.in the field shall be in accordance with the length requirements specified U in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION tz 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6).TYPE If EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate length adjustment factors in table 3.16_ BOTTOM PLATE TO:FLOOR JOIST,BAND 101ST, 2-16d COMMO CL'FOOT SEE NOTE:1PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA.2 z 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIORSHEARWALLCONNECTIONS: FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF MODERATE SLIGHT TO 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 YES concrete or mason walls occurin in exterior or unheated interior areas. 4-8d COMMON masonry g 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 2-8d COMMON 4'PERIMETER EDGE ZONE Sd COMMON 6"O.0 Sd COMMON 6"O.C. 5).Unless otherwise noted,all slabs on grade to be 3000 p.s.i..Concrete to be TO JOIST END NAIL @ @ SEE NOTES:1,3 poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: P g g' BLOCKING TO: EACH TOE SEE NOTES:1 (BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMO INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-16d COMMO Z W 8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM JOIST NAIL JOIST ON LEDGER 3-13d COMMON PER TOE NOTES O E� 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. F-1 Z N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below rade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be alvinized or stainless steel. 3- 16d COMMO g P P g• g g TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 1.4 w 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. a W For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Qr Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2"dia,bolts with washers and nuts JOINT DESCRIPTION QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) 4'EDGE ZONE Sd COMMON @ 6"O.0 8d COMMON @ 12"O.C. where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"ab WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire 7)•All joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL and blocking where applicable. to girder(s). JOINT DESCRIPTION Qom, SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 5).All flush beams/headers to be installed with heavy duty galvanized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8dCOMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall PANELS WFCM-SBC W anchors where applicable to all connecting joists. PLUMBING NOTES be used. 7/16"OSB 3"O.C.EDGE T^ 6d COMMO V 1 " 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6 O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Y Floors to have ceramic file installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOLERS 10"O.0.FIELD O 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. O W >_ other access openings unless otherwise noted(typical). FLOOR SHEATHING: u z 3).If wall studs,plates or joists are cut out during installation for any plumbing related work. NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. W W 8).Dormers running up roof rafters are to be supported by double rafters on either side Provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE 3).INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. �� � Z Q Z Sd COMMO 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES 1"OR LESS 12"O.C.FIELD Section R602.8-FIREBLOCKING REQUIRED = under all bearing walls. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) w O 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: and to form an effective fire barrier between stories,and between a top story and the roof space. requirements. Fireblockin shall be provided in wood-frame construction in the following locations. _ 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF g P g (� V needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. W equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor a- 11). -11 .Unless otherwise noted all roofs and walls o have a minim 1 2"thick, - 1 Fir levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 w t um / t c ,4 p y 1).Nailing requirements are based on wall sheathing P g � LO (� CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed ^ 00 Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. �••I•� 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES" members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. L U RC 1).All electrical to be installed as per N.Y.S.Residential Construction Code. 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and f,r 4 I SC yjJ g 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces � .�� / ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. i / members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. LL �� DRAWN: MI1/MS to have regular 1/2"sheetrock.All walls to be taped and finished. ( w q y to be reduced tot -16d nail per foot. T� "1 SCALE: 1/4"=1'-0" 3).All electrical work to comply with 2014 NEC. _ j 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage ofo, ; 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or SOIL COMPACTION: flame products of combustion. t� II N JOB#: ame an approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 P and R315 of IRC. N January 04,2019 torch down type material over. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR EXTERIOR FIBERGLASS COLUMNS TO BE HB&G EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR J, szF 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. 2�- TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. -9 Q SHEET NUMBER: � 2 g OQ' 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. be installed with a foam sill gasket and cop-r-sex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP (5.7 SQ.FT.2ND.FLOOR) �OF \NCOVER TOP DENSITY(PER ASTM D 698 AND ASPM D 1557). COMPACT THE �( AND BASES.USE WITH FLASHING CAPS TO MIN.44"SILL-AFF 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE' N SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY A-4 TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. REVISIONS ELECTRICAL SYMBOL CEILING LIGHT O 3-WAY SWITCH 3 0 Oo oO� CEILING FAN CHANDELIER RECESSED LIGHT -( � z 00 DIMMER SWITCH $ o ? U -moi 0 0 DUPLEX OUTLET 0 SINGLE POLE SWITCH SMOKE AND CO DETECTORS INSTALL PER CODE.(VIF) � ' RELOCATE ,� RADIATOR 0 ,- o q \\i i ii i i i i t If It I I I f I 1.REPLACE SWITCHES AND OUTLETS THROUGHOUT. RELOCATE SWITCHES AND OUTLETS AS SHOWN. Z ' pnQ VERIFY ADDITIONAL CHANGES WITH OWNER. EXIST. 2.EXISTING LIGHT FIXTURES TO BE REPLACED,AS \ i l l it u u i i i i DELECTED BY OWNER,THROUGHOUT I 3.REPAIR LIGHT POLE AT DOCK O U N 1 ~ CHES 4.PROVIDE PRICE TO UPGRADE ELECTRICAL PANEL E-•1 [� W w o — — — — — — — — — — — y r — — — — — — — — — — — — — — — — — — REMOVE ' ' w OUTLET cn o ° o ° REMOVE BOX/PLATE RE-RUN LINES OAS REQUIRED O- o - - -- - - - - - - - - - - - O Z Q W F....� Q0 :) -r WU a 1ST. FLOOR PLAN m a SCALE: 1/4" = 1' N11 ARE D q J I N' DRAWN: MH/MS SCALE: 1/4"=1'-0" N JOB#: (!� y January 04,2019 A X223 SHEET NUMBER: 0 Q F NE\N�