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Home My WebLink About40885-Z �o�SUEFOI,f�O�y Town of Southold 5/26/2017 P.O.Box 1179 a v' ,h53095 Main Rd Southold,New York 11971 r CERTIFICATE OF OCCUPANCY No: 38973 Date: 5/26/2017 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 5345 Skunk Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 138.-2-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/22/2016 pursuant to which Building Permit No. 40885 dated 8/8/2016 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: ONE FAMILY DWELLING WITH A COVERED FRONT PORCH AND RAISED REAR PATIO AS APPLIED FOR The certificate is issued to Zoumas,Ioannis of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0005 12-02-2016 ELECTRICAL CERTIFICATE NO. 40885 04-06-2017 PLUMBERS CERTIFICATION DATED 01-02-2017 M to Plumbing Oho ' d Signature 1 TOWN OF SOUTHOLD �SUFFO(,YC�� BUILDING DEPARTMENT �4 a ' 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#: 40885 Date: 8/8/2016 Permission is hereby granted to: DeMott, Richard 5275 Skunk Ln Cutchogue, NY 11935 To: construct a new single family dwelling as applied for per SCHD approvals. At premises located at: 5345 Skunk Ln, Cutchogue SCTM # 473889 Sec/Block/Lot# 138.-2-6 Pursuant to application dated 7/22/2016 and approved by the Building Inspector. To expire on 2/7/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,840.80 CO -NEW DWELLING $50.00 Tota $1,890.80 v � / gilding Insp for *pF Sq(/ryo�d Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q BUILDING DEPARTMENT D TOWN OF SOUTHOLD MAY 1 9 2017 BUM DIKG UEPE TOWN OF SOUTROLD CERTIFICATION Date:_1I0 wgpj 2 j zo/I Building Permit No. y0$$g- Owner: /OAN�u15 �oyyi/AS A (Please print)II�� Plumber:J�Y( �� tt A jjVG (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. oq40�� (Plumbers Signature) Sworn to before me this 7 day of—sci A Vet 1 , 20_L� _ r ZY-SE SUSSMAN D Notary Public,State of New York NotaryPublic, SJ�I 1f- County Registration#01SU62418J2 Qualified In Suffolk Countyy� Commission Expires May 31,o+Lf� SO!/��®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.sox 1179 ® �Q roger.richert(.5-town.southoId.ny.us Southold,NY 11971-0959 Q �yC®UNTI,� BUELDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: DeMott Address: 5345 Skunk Lane City: Cutchogue St: New York Zip: 11935 Building Permit#: 40885 Section- 138 Block: 2 Lot 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Yannucci Electrical License No: 50592-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200A Heat gas-2 Duplec Recpt 58 Ceding Fixtures HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 12 Wall Fixtures Smoke Detectors 7 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures CO Detectors 3 Sub Panel A/C Blower 2 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 20A Emergency Fixture Time Clocks Disconnect 200A Switches 42 Twist Lock Exit Fixtures TVSS El Other Equipment 3- Exhaust Fans, 5- Under Cabinet Lights, 82- Lighting Fixtures. 9- ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: April 6, 2017 0-Cert Electrical Compliance Form As O�b QF so COUMI,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] 0UNDATION 2ND [ ] INSULATION [ RAMING TRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ,ofn c;'�i-r v m 0 1 aA fl6oi!n i vA ik)te o Tl - � 3 R-flv%ts� sir S ao� wk-IA kmjo I 2 l h - plpo vlvvw VA DATE to INSPECTOR SOF SOOly N o old 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: D ra-;N k 47ns� 1p.� i 'Fr[ vY A jo DATE Yfl INSPECTOR OF SOUI�,D� coulm,�c� TOWN, OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' - FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: P ril, DATE 1�' /� INSPECTORS 0��0 UTyo! � o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INgULATION [ ] FRAMING / STRAPPING [ VfFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI AL (FINAL) REMARKS: iv*tbioA1� vri� V '�W �P,t7�iC/ VI (&IU&SOqyt, Com' Qefivi ytd rv�s vl v' DATE 6 INSPECTOR . SOUTyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE �' Z INSPECTOR ki so H O i OOUM'l,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL AA;�� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELEC ICAL (FINAL) REMARKS: wv— DATE ✓3 INSPECTOR W- CHITECT MARK SCHWARTZ &ASSOCIATES 28495 Main Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 1 w%vw.mksarchitcct.com May 10,2017 Southold Town Building Department Main Road Southold,New York 11971 Re: JNS Skunk Lane new house 5345 Skunk Lane Cutchogue,New York Permit#40885 To whom it may concern, I have been on site during portions of the construction for the aforementioned project. I have reviewed the rebar in the footings,damproofing of foundation walls and the insulation&fire caulking installations. To the best of my knowledge,this work has been completed as per plans and meets or exceeds New York State Code. Please call this office with any questions you may have. Sincerely, 1 . o CC�CD�II Mark Schv�t� MAY 1 1 2017 BUILDING DEPT. TOWN OF SOUTHOLD c AIA Member Amencan lnsUlute of Architecture i ./,��" , '. ►I!�'�- ' ' .j rte, � "'�`>� ' �\- IN5ULATIONPLAN.Y. STATE • ' •D _ Id" mm Ali / / " � e �. .� wi , � - I s - w • E 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)765-9502l�o�� Survey SoutholdTown.NorthFork.net PERMIT NO. !^( Check Septic Form N Y.S D.E C. Trustees D Flo Application D Flood Permit Examined ,20 Single&Separate a Storm-Water Assessment Form JUL 2 2 20 Contact: fi �t r Approved / '20 1?✓4 V J�/ S Disapproved a/c Phone- Expiration 20 8 wnv of s o� -� c�� But ng spec APPLICATION FOR BUILDING PERMIT Date ,20 INSTRUCTIONS a This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of 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 nam a corporation) aSCo Rk� aS� Wae�inrei ��y-e�� NY. II"7Ra (Mailing address of appl t) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Syi\ck-el Name of owner of premises U c n n; S 2U1J M A S (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. LIS-301 — -1 Plumbers License No. Q Ll 'p P — Electricians License No. Other Trade's License No. ' 1.' "Locaiiland on'which proposed work wi11 be done: 5 c��n K�an�e +cti� �ioia's'e Number .. Street Hamlet Block Lot County Tax Map No. 1000 Section ��b c� �D Subdivision f,(�5c't J PUl M S Filed Map No ct✓F' gLot 10 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy S I -(G W i'(6 h0/-e 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demoli�titon )their Work- i a_ "��i (Description) 4. Estimated Cost ?00,coo. Q 0t:�'� � =S.J %'d Fe�� i 1 (To lie)paid on filing this application) 5. If dwelling,number of dwelling units ,{ i Number of dwelling units,op each floor T_a n`� f1co e- lf garage, number of cars � Mir. C � AM,, 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. IN�nu?e r;' 7. Dimensions of existing structures,if any.Front, Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of ecn�tire new construction:Front $ ` Rear 1 Depth Height `�, I Number of Stories 1 9. Size of lot:Front -701nn Rear -70 1 Depth 35-01 10.Date of Purchase E� f 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 J NO Will excess fill be remove J fro�#i premi es?YES_NO a0 ss ry t 14.Names of Owner of remises$OutlhiS -2wN0S'Address W06iP-`'j"'-WT A 9i�No (-7 19MN�:'To` � Name of Architect AUf r SC w&t+ /Address dI� phone No a S Name of ContractorSWS C.y*retL i 0ti ' Address a5T, � JLSU Phone No. G-31 C1`20 S�O D W"X, au4e-�jY 104 15 a.Is this property within 100 feet of a tidal wetland or a freshwater etland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D E C.PERMITS MAY BE QUIRED. 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,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 *IF YES,PROVIDE A COPY. STATE OF NEW YORK) CSS: COUNTY OF/J L)c "l 4 OJ being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)abo a name , (S)He is the d �� (Contr cto Agent,torporate 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 bel' f;and that the work will be performed in the manner set forth in the application filed therewith TRACEY L. DWYER Sworn to b fore me this NOTARY PUBLIC,STATE OF NEW YORK a�y) day of 201 N 01 DW6306900 FIED IN SUFFOLK COUNTY MMISSION EXPIRES JUNE 30,2✓Ifb Cj Notary Public i ture of plicant I Scott A. Russell 61°Su p STOR-1MIWA\TJEIK SUPERVISOR I��[A\lamN A\GJEM]EN'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 u' 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold O� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) '�!U LT2 5 2016______.____._.____. -- — — - DOES THIS PROJECT INVOLVE A.I� OF THE FOLLOWING: -- -- -—(CHECK ALL ALL THAT APPL)) t;? Vj No j ❑ A. Clearing, grubbing, gradin or stripping of land which affects more i{ g .. g PP g Ii than 5,000 square feet of ground surface. y � � ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. j? ii) ❑ C. Site preparation on slopes which exceed 10 feet vertical rise 100 feet of horizontal distance. 1f; ❑ . Site preparation within 100 feet of wetlands, beachbb uff or coastal j ? erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted E } on FIRM Map of any watercourse. I ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square E feet or more, unless prior approval of a Stormwater Management t Control Plan was received by the Town and the proposal includes f In-kind replacement of impervious surfaces. ] If you answered NO to all of the questions above,'STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan (� and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner.Design Professional Agent,Contractor.Other) S.C.T.M. #: 1000 Date District 7 /` L� 77—20 ' NAME: � S �}(111�fC�i�1 t) � —I f. Section Block Lot rr��jr�� I FOR BUILDING DEPARTMENT USE ONLY I' Contact Information f -I h S-SV V T.l<pwne Aumbcr� �I! F v�ct►�//1111— !,. i� ReN sewed B y 'ir - - - - - - - - - - - - - - - - � ; 1 `7��-2- r kj � Property Address/ Location of Construction Work: 4j t ` — — — — — — — —Date_ — — — — — — — { ;r ? pproved for processing Building,Permit. I� j tormwater Management Control Plan Not Required. _ _ _ _ _ _ _ _ _ _ _ _ _ _ i�D �l� d I I CSU l-Lht? ,:+ �� ) ; j Stormwater Management Control Plan is Requued (Forward to Engineering Department for Review.) (; _---- FORM # SMCP-TOS MAY 2014 APPLICANT: S.C.T•M. 1000 aS„ ,; CHAPTER 236 Wroperry Owner,Design Professional,Agent,Contractor,Other) 1— Stormwater Management Control Plan CHECK LIST NAME ° ' es C�o'1 Block Lot S M C P -Plan Requirements; Provide ONE copy of the Building Permit Application Date; yy * The applicant must provide a Complete Explanation and/or Reason for not providing LJ L14Z�— '�, °lid all Information that has been Required by the following Checklist! `,g,wi ekplmn M.n,L.r I I A Site Plan drawn to scale Not Less that 60' to the inch MUSTIf You answered No or NA to any Item, Please Provide Justification Herel show all of the following iterns; YES NO NA If you need additional room for explanations, Please Provide additional Papel. a. Location & Description of Property Boundaries b. Total Site Acreage, c. Existing - Natural & Man Made Features within 500 L.F. l of the Site Boundary as required by §2se-1702)• d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. ARE REQUIREDSpEcillows e. Limits of Clearing & Area of Proposed Land Disturbance. meenmg at 765-1560 befooe OR F. Existing & Proposed Contours of the Site (Minimum z intervals) I Provie riineer's Ceeti6caian g. Location of all existing & proposed structures, roads, b!:�JIL-J' nag�as bean Installs driveways, sidewalks, drainage Improvements & utilities, h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. _ I, Location of proposed Swimming Pool and discharge ring. 1. Location of proposed Soil Stockpile Area(s), it _ k. Location of proposed Construct lon,Entrance/Staging Area(s). I EROSION _ I. Location of proposed concrete washout area(s). OLD== Shall rn. Location of all proposed erosion& sediment control measures. 2 Stormwater Management Control Plan must Include Calculations showing i Entrance that the stormwater improvements are sized to capture,store,and infiltrate i za tOn on-site the run-off from all impervious surfaces generated by a two l2")InchS"erling of inactive soils. _ rainfall/storm event. 3, Dela is&Sectional Drawings for stormwater practices are required for approval. Items requiting details shall include but not be limited to; ' I a. Erosion & Sedirnent Controls, F _ b. Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g,catch basins,trench drains,etc.) _ d, Leaching Structures (e.g. Infiltration basins,swales,etc.) .I Z!i ® Additional Information is Required. Reviewed & Stormwater-Management Control Plan is Not Complete Approved Byi — — — — — — — — — — — — — — — — — — — — — — — - Stormwater Management Control Plan is Complete. Dote, —�(a � SMCP has been approved by the Engineering Department FORM ° SWCAY 2014 Single and Separate Search ALSS111743S D® CHAIN FOR SUBJECT PREMISES 5345 Skunk Lane, Cutchogue, NY 11935 DISTRICT 1000 SECTION 138.00 BLOCK 02.00 LOT 006.000 & 015.000: FROM: Rose Frick TO: Ora Scheers DATED: 04/12/1952 RECORDED- 06/13/1952 LIBER: 3365 PAGE: 460 FROM: Ora Scheers TO: Earle Perkinson Martin DATED: 04/07/1971 RECORDED- 04/08/1971 LIBER: 6911 PAGE: 437 FROM: Earle P. Martin, Jr. a/k/a Earle Perkinson Martin TO: Leroy Demott DATED: 12/28/1981 RECORDED: 12/31/1981 LIBER 9122 PAGE: 549 FROM: Le Roy De Mott TO- Le Roy De Mott and Richard R. Demott, as joint tenants with right of survivorship DATED: 12/29/1981 RECORDED: 01/28/1982 LIBER: 9135 PAGE: 347 FROM: Richard R De Mott TO: Richard R. Demott as to a 99% interest and Patricia Dussault as to a 1% interest DATED: 10/27/2005 RECORDED: 01/23/2006 LIBER- 12431 PAGE: 949 NOTE: LAST DEED OF RECORD. Single and Separate Search ALSS111743S D® CHAIN FOR PREMISES ADJACENT NORTHERLY DISTRICT 1000 SECTION 138.00 BLOCK 02.00 LOTS 005.000 & 014.000: FROM: Clara S. Tuthill TO: Perry Demott and Esther Demott, his wife DATED: 08/23/1944 RECORDED. 08/30/1944 LIBER: 2385 PAGE: 353 FROM: Le Roy De Mott TO: Le Roy De Mott and Dorothy Isabelle Demott, his wife DATED: 10/19/1978 RECORDED: 10/26/1978 LIBER: 8522 PAGE 89 NOTE- No intervening deed or proof of death found FROM: Le Roy De Mott and Dorothy Isabelle De Mott, his wife TO: Richard R. Demott and Rosemary I. Demott, his wife DATED: 10/25/1992 RECORDED: 10/28/1992 LIBER. 11562 PAGE: 399 NOTE: Subject to the Life Estate of Le Roy De Mott and Dorothy Isabelle Demott NOTE LAST DEED OF RECORD. Single and Separate Search ALSS111743S D® CHAIN FOR PREMISES ADJACENT SOUTHERLY DISTRICT 1000 SECTION 138.00 BLOCK 02.00 LOTS 007.000 & 016.000: FROM: Rose Frick TO: Ora Scheers DATED: 04/12/1952 RECORDED: 01/13/1952 LIBER: 3365 PAGE: 460 NOTE. Conveys premises (Lot 007 000 and 016.000) and Lot 006.000 FROM: Earle P Martin, Jr. as Executor of the Last Will and Testament of Ora Scheers TO: Earle P. Martin, Jr. and Patricia Martin, his wife DATED: 03/18/1992 RECORDED: 04/21/1992 LIBER: 11453 PAGE: 438 NOTE: Conveys premises herein (Lot 007.000 and 016.000) FROM: Earle P. Martin, Jr. and Patricia Martin, his wife TO: Richard De Mott and Rosemary De Mott, his wife DATED: 08/24/1994 RECORDED. 09/01/1994 LIBER- 11692 PAGE 154 NOTE: Conveys premises (Lot 007.000 and 016.000) NOTE: LAST DEED OF RECORD. Single and Separate Search ALSS111743S D® CHAIN FOR PREMISES ADJACENT NORTHEASTERLY DISTRICT 1000 SECTION 104.00 BLOCK 01.00 LOT: 018.002 FROM: Ralph W. Sterling TO: Alfred C. Terry and Florence E Terry, his wife DATED: 06/24/1944 RECORDED: 06/26/1944 LIBER: 2368 PAGE- 16 NOTE: Conveys part of Lot 018.002. FROM: Ralph K. Sterling and Grace S. Sterling, his wife TO: Alfred C. Terry and Florence E Terry, his wife DATED: 01/30/1952 RECORDED: 06/03/1952 LIBER: 3361 PAGE: 37 NOTE: Conveys part of Lot 018.002 FROM- Alfred C. Terry and Florence E Terry, his wife TO: Joseph P. Kirwin and Mary H. Kirwin, his wife DATED: 03/18/1965 RECORDED: 04/16/1965 LIBER: 5730 PAGE- 367 NOTE: Conveys all of Lot 018.002. FROM: Joseph P. Kirwin and Marty H. Kirwin, his wife TO: Lazio J. Kun and Margaret E. Kun, his wife DATED: 12/24/1973 RECORDED: 01/04/1974 LIBER: 7563 PAGE: 415 NOTE: Conveys all of Lot 018 002. FROM: Lazio J. Kun and Margaret E. Kun, his wife TO: Janet L. Donat DATED: 08/15/1991 RECORDED: 09/09/1991 LIBER: 11329 PAGE 262 NOTE: Conveys all of Lot 018.002. FROM: Janet L. Donat n/k/a Janet Donat-Blackwell and Lazio J. Kun TO: Gaspare Degaetano DATED: 08/01/1996 RECORDED: 08/28/1996 LIBER: 11789 PAGE 564 NOTE: Conveys all of Lot 018.002. DEED CHAIN FOR PREMISES ADJACENT NORTHEASTERLY continued DISTRICT 1000 SECTION 104.00 BLOCK 01.00 LOT: 018.002 FROM: Gaspare Degaetano TO: Gaspare Degaetano, as Trustee under agreement Gaspare Degaetano Revocable Trust dated June 25, 2001 DATED: 06/25/2001 RECORDED: 10/04/2001 LIBER: 12145 PAGE: 481 NOTE: Conveys all of Lot 018.002. NOTE: LAST DEED OF RECORD. Single and Separate Search - continued ALSS111743S FROM: Gaspare Degaetano TO: Gaspare Degaetano, as Trustee under agreement Gaspare Degaetano Revocable Trust dated June 25, 2001 DATED: 06/25/2001 RECORDED: 10/04/2001 LIBER: 12145 PAGE: 481 NOTE: Conveys all of Lot 018.002. NOTE: LAST DEED OF RECORD. The underlying liability for the above information is limited to$ 25,000.00 D® CHAIN FOR PREMISES ADJACENT EASTERLY DISTRICT 1000 SECTION 104.00 BLOCK 01.00 LOT 019.000 FROM: Ralph W. Sterling TO: Theodore A. Wiegand and Mildred A. Wiegand, his wife DATED: 04/01/1944 RECORDED: 08/30/1944 LIBER' 2385 PAGE: 351 NOTE: Conveys Lot 019 000 and more (Lots 020.000 & 021.000) FROM: Theodore A. Wiegand and Mildred A. Wiegand, his wife TO: Joseph P. Kirwin and Mary Kirwin, his wife DATED: 05/19/1961 RECORDED. 06/23/1961 LIBER: 5006 PAGE 114 NOTE- Conveys Lot 019.000 and more (Lots 020.000 & 021.000) FROM: Joseph P. Kirwin and Mary Kirwin, his wife TO: Frederick T. Ninesling and Mary L. Ninesling, his wife DATED: 10/31/1963 RECORDED. 11/15/1963 LIBER' 5451 PAGE: 581 NOTE. Conveys Lot 019.000 only FROM: Frederick W. Friedberg, as Executor of the Last Will and Testament of Frederick T. Ninesling TO: Frederick W. Friedberg DATED: 05/26/1992 RECORDED: 07/08/1992 LIBER 11497 PAGE 103 NOTE: Conveys Lot 019 000 only. NOTE: LAST DEED OF RECORD. TOWN OF SOUTHOLD PR/OPER'8TY RECORD CARD OWNER STREET ' VILLAGE - DISTRICT SUB. LOT -Old� FIORMER WNER N E ACREAGE t k-, C T S W TYPE OF BUILDING -RES. f� SEAS. VL. 9 FARM COMM. I IND. I CB. I MISC. I Est, Mkt. Value LAND IMP. TOTAL DATE REMARKS 14 y J6"i De ;0o 7j Lo Lt ro u �)e &,ed("(5/c, oAh;.,�- to a Q5'-.L i a4,3 l q4q - L",kMdf 1. .moo r 141-)0. AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD Tillable 1 BULKHEAD Tillable 2 DOCK TkIfable 3 4, -fill Woodland Swampland Brushland_ House Plot Tota I s Ponttno, Susan From: Vinny YES <vinny@yeselectricalinc.com> Sent: Wednesday, May 17, 2017 1:39 PM To: Pontino, Susan Subject: Electrical Counts Hello please see the list of electrical counts below. Thank you very much. Job Site Address - 5345 Skunk Ln Cutchogue, NY Switches - Receptacles - 9(11/ GFCI Receptacles - ' Light fixtures`-'82 Smokes Carbon Bathroom Exhaust fans Dish washe� Gas Clothes Dryer Clothes Washera4-11� AC Condenser 30amp 240v - 2 Gas Fired Furnace Gas water heater Db 1 15amp arc faults - 8 20amp arc faults - 1 i r Under cabinet lights - 5 200 amp UG service. Sincerely, Vinny Yannucci President Tel: (631) 258-7324 Yeselectricalinc.com CONFIDENTIALITY NOTICE: This electronic mail transmission is intended only for the use of the individual or entity to which it is addressed and may contain confidential information belonging to the sender. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution, or the taking of any action in reliance on the contents of this information is strictly prohibited. If you have received this transmission in error, please notify the sender immediately by e-mail and delete the original message. 2 rUDu�WMIM \� LOT 105 DWELL HOUSE PUBLIC WATER GARAGE S 8200'10" W EL. EL. EL. 11.4' 10.0' 8 9' 7.4'- O 6.3' / \ \ DWELL 160, u4 so, c WELL d • / C OVEREE A RAISED PORCH PATIO 2 STY FRAMED HOUSE FF EL 9T \ FF EL 9 T IF EL IV -}- EL. \ / 9.3' 9.0' \ 16a Ro. C i UJI / \ EXCAVAATION FILE ` \ /s\~ DM /p I CONCRETE I '1 I .I� DRI�flIVH FH Lr) ` LOCATION \WASHOUT/ ,�j / {y \ — /dLl PROVIDE(TH( 0 V1 EL. EL. EL. \ — EL. EL 11.5' 10.5' 10.0' 250.00' DWELL �� ;�fr PUBLIC WATER HAY BAY w/ SILT FENCING LIMITS OF CLEARING TO BE ; LOT 107 NO MORE THAN 20'FROM I DWELL PROPOSED WORK AS I I HOUSE INDICATED ON SITE PLAN PUBLIC WATER SITE PLAN 00 SCALE: 1" = 20'-0' 1 WATER MANAGEMENT DETAILS 45 SQ FT. N.T.S. OFF:275 CU.FT. DEEP DRYWELLS Tdeep) TY•338 CU.FT. e OGEE GUTTER-STANDARD 5" NOTES: 1).EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED, 2).PREPARATION: / A),CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B), PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR,THE'SUBSTRATE UNDER THE PROJECT CONDITIONS. Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS, 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS• a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS, 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT, / DRY WELLS TO BE 10' MIN. 4).PROTECTION: - - - - AWAY FROM HOUSE A).PROTECT INSTALLED PRODU. rbiTIL COMPLETION OF PROJECT. 'v L6 d- EXISTING WATER MAIN 100'SETBACK LINE FROM WATER 250.00, EL 4.7' 113, I UJ LM 1 S� C) C]I ec4m)L , �Ac�► ° z ROWS OF OLD U) � DOCK POSTS W C T�F W ~ "" a 62.01 < o PORTA V TO REMAIN ' V ~ OOF C NfT0.UCTION N w DMIN ......•, ; BALDWINS - •••••" CREEK 1800 SQ FT. CO110 .1' ON DUMPSTER \ 301 CU FT TON fRE FOR (MUD CRCEEK) '301 CU YWEILS DURCONST0.UCT0 , 1 BASIN EL. EL. + k 5.7' 2°0'10" E 100'SEfBACK LINE FROM WATER New '0 R`VeAA.) 36 CT(O" DRAINAGE INSPECTI Contact TOS En6inee Backfill,OR Provide I ,�n�'•� Y�' that the drainage ha EROSION&SEDIMEF Shall include but not A well maintained Cc Wire Backed Slit Feru Seeding of exposed a SCTM # 1000-138-2-6 SITE DATA: 1000-138-2-15 DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: APPROVAL OF STORK PROPERTY: 17,489.3 SQ.FT. CONTROL PLAN -T ®at�: G ESTIMATED AREA OF 11,000 SQ. FT. - APprrvved by: DISTURBANCE: PROPOSED HOUSE: 1258.4 SQ. FT. 7.2% 360 CU.YD. 30 CU.YD. COVERED PORCH: 204.3 SQ. FT. 1.2% 35 CU.YD. 5 CU.YD. RAISED PATIO: 448.0 SQ.FT. 2.6% 80 CU.YD. 15 CU.YD. PROPOSED SEPTIC""TEM: 75 CU.YD. CU.YD. PROPOSED DRYWELLS: 1 1000-138-2-6 = LOT AREA = 17,489 SQ FT 16-212 1000-138-2-15 = LOT AREA = 696 SQ FT. LOT NUMBER 1 15 16-2^_5 PART OF LOT 105 S 05°59'_ :_- 70.00' I'd mon fd mon O O O O O Ln CD I' N LO CN O fr gar w 0 28 0' I_eop 0.6'S ::D (6 found for O z patio I `^ F- 28 0' r. Ld O —25.7' ^ 2' a� ::D N FOUNDATION wall 0 VN ELEV. }{1 a TOF =9 3' 10.3 0 ,z ° a O) T�� ol- V found. for 00 porch dwell W 28 0, dwell O _ O . �- �3 I 0 00 LO L N Z x �� 00 D Cn 100' set back line from water z eop 0.2'S wall 0.O'N / 1 (n I'd mon — 3.9') 455.74' (5.0') "\ N 05'59'50"W 70.00' 0) LO (3 6') BAY AVENUE (3 7 ) o D edge of pavement pole N SEP 2 3 201 fd 0.5 W n S 05°59'50"E 70.00' (" A _ N 82'00'10"E 8.32= i i droln \ TO F QjJTHOLD /APPS 82'00'10"W 3 98' N 09°44'57"W 11.99' � WATER N 02'56'32"E 34.72 N 41°39'13"E 15.46' N 05'40'01"W 11.0,3' rows of old dock posts BALDWINS CREEK ( MUD CREEK ) 9-9-2016 FOUNDATION LOCATION DATUM NAVD 1988 8-10-2016 REVISED PROPOSE DWELLING THE OFFSETS (OR DIMENSIONS) SHOW.-I HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WAL:_, POOLS, PATIOS, JOB No. 15-157 FILE No NASSAU FARMS PIANTNG AREAS. ADDITION TO BUILDINGS OR ANY OTHER CON SIf-JCTON I SURVEYED FOR ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLhTON OF SECTION 7..U3 THE NEW YORK STATE EDUCATION LAW LOT NUMBER 108 PLUS DESCRIBED PROPERTY { cES INDICATED HERON SHAL_ RUN ONLY TO THE PERSON FOR WHOM THE MAP OF NASSAU FARMS Su" IS PREPARED, AND ON-HIS BEHALF TO THE TITLE COMPANY. GOVE:111".':711 SITUATED AT CUTCHOQUE :•GEM,:• =„`,T, LCNOING INSTITUTION LSTEO IEREON, AND TO THE ASSIGNCES '• T:-,E LE�cIr G II, r.: oN GUARANTEES ARE NOT TRANSFEW-D'= TO ADDITIONAL 1'.SnTtfT10NS I OR SUS�LULF:+r OWNERS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N Y COPIES OF 1HI., SURVEY MAP NOT BFi!tl,"U A.i 12 40 SJ;r/EYOR'S INKED SEAL OR � =��•�,Lr 1 = 30' DATE 7-22-2015 EMBOSSED [A:_ SHALL NOT BE CQC v A V„UD TRUE COPY :�t-v-; — FILED MAP No 1179 DATE 3-28-1935 CERTIFIt_i) �T TRA �� tTAX A' No REF Ci NN-Y) 1000-138-2-6 & 15 DISK 20 7 � I ® — - — Q j HAf?0LD F. TRANCHON JR. P.C. LAND SURVEYOR 1 ' a P.O. BOX 616 , .1 G RIVER—MANOR RD WADING RV ” NEW YORK 11792 HAPO_D F. T tf-,NI LAND S � ' ,�` I ,,;IJ 0^ "ti' `' 631-929-4695 1-000=138=2-6 = LOT AREA = 17,489 SQ.FT. 1,6-212 ._ 1000-138•-2-15 = LOT AREA = 696 SQ.FT= _ 16-225 `} LOT NUMBER 115_ 16-289 PART OF LOT 105 05°59'50_"E• 70.00' - fd anon fd mon -NUFIFCLKCCUMYDEPARTVWCFHFALTHSER@f8 5 APMVAL OF CONSTRUCTED VVORKS FOR A SINGLE FANIXY RESIDENCE 2 20t8 H.S.13el;No. RTO-►6 -0005 _F= `MO SCM88&_ and uver mnly 6ma Liss et this 9nfMC-a T have been Ins*W �e led�y �arFnn Y�s®tier herr., s ang found to be sagelac y FA Wii t11 F f DROOMS. - e O - - Q -- --R4KR - A��INC�eHTT=F `n oMe "Bement fr D gar D � 3..1'S _ w ' 0 28.0' �eop O.s's o MAY 19 2017 co slate I Z Patio `— BUILDING DEPT. o 28.0' � m TOWN OF SOUMOLD 5.7 ^2 STY FR 2' � cv DWELL L Z FFL ELEV. 10.3, i ' 4' 10.6 o O p J 29' (6 roofed over r =oo Porch 28.0' 13' I dwell dwell 0.5'36.5' W 15.5 19 O 23.5' 2 .6' 0.5' 27O .1 O' p N O 00 N 00 Z O 100' set back--line - - cr_- - - from water I o a Q) ani Z a?76 eop 0.2 S LU o (n fd mon O1 I 455.74' Lq N 05'59'50"W 70.0.0' LQ (3 6'). BAY AVENUE (3.7') o — — 0 edge of pavement ° • o -__ .. - pole C14 00 fd mo0.5 W n S 05'59'5 -0"E 70.00' Cl) t N 82'00'10'E 8.32=^- II drain - .. APP. HIGH WATER S 82'00'10"W 3.98' � N• 09'44 57W` 1 1-99 ' _ - NI 02'56'32"E 34,72' N 41'39'13"E 15.46' - N 05'40'01"W 11.03' rows of old dock posts 10-3-2016 FINAL SURVRY NOTE: :CESSPOOL, SEPTIC TANK`& WATER BALDWINS CREEK ( MUD CREEK ) 9-9-2016 FOUNDATION--LOCATION i SERVICE'LOCATIONS BY OTHERS. 8-10-2016 REVISED PROPOSE .DWELLING THE OIF5E7S (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT JOB No. 15-157 FILE No. NASSAU FARMS iINTENDED TO GUIDE-THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITION TO BUILDINGS OR ANY OTHER CONSTRUCTION. I UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION SURVEYED FOR - .7209 OF THE NEW YORK STATE EDUCATION LAW. LOT NUMBER 108 PLUS DESCRIBED PROPERTY DATUM- NAVD 1988 MAP OF NASSAU FARMS ' GUARANTEES INDICATED HERON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL SITUATED AT CUTCHOQUE AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. - COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR SCALE 1" = 30' DATE 7-22-2015 EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. FILED MAP No. 1179 DATE 3-28-1935 CERTIFIED ONLY TO: TAX MAP No. (REF ONLY) 1000-138-2-6 & 15 DISK 2015 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 1866 WADING RIVER-MANOR RD. WADING RIVER, NEW YORK, 11792 t N.Y. LLNo. 048992 631-929-4695 d�Vp�pjn®' X11 SERVICES HAROLD F. TRANCHON JR. PENN. C_IC. No. 2115-E 4 DWELL / PUBLIC WATER LOT 115 DWELL / WELL DWELL / WELL PART OF LOT 105 S 05°59 '50 "E 70. 00 ' d mon fd mon 11 .5 1 1 .4' TEST HOLE el, - 7. 0 el . - 7. 7 el . = 5. 0 el • = 5 . 7 f. f. el . = 10 . 0 I �- 00 2=1 _ WATER e I . = 0. 7 I ST �w w w w w w w w w w w w w w w w w 10.5' 10.0' • o el = 0 I Inv. = 6 . 4 O 24. 0' O W �'- fr shed � ` -� inv. - b . 1 Ln 14 ' O ___1 N LO `N >-- inv. = 4. 7 inv. - 5 . 6 9.3'+ TYP ALL LP 's o LSI 0o n O fr gar 1 c.0' 8.9' 3. 1 'S cL 1 - 8 ' DIA X 4 ' E. D . - SEPTIC TANK ( 1250 gal . ) 9.0 + 6 - 4 . 75 ' wide X 8 . 5 ' Ion X 2 . 0 ' E. D . LP 's (3624 gal . ) g 1W- ►w- `` eop 0.6'SQO Q w o O M ca 0 m SANITARY SYSTEM SECTION SCALE: 1 " = 10' F-- 0 2 8.0 I m CL 0 0 d prop deck CL \ \ J + > 0 \ J 8' Prop 7.4' -o -j w wall 0. 1 'N 2 sty wfr -' 0 021 .0' 00 dwell -----\ a I I ff el- 10.0 ') „ d tivell dwell W it O 7. +12' . �� i C� porch O Q } a O I1 1 6.3' O 1w110 , n- 1 0 LP LP -X m i n i O C.D CN Q) L00 `< 1 N r--- DO X � L LP L P SEX J � --� - --.-- ` ". . ry L Cf) 1T7,r, 1, o.�n':TIO N Nl Ee) J.� PLciT L')t.AFJ 100' set back line 2 y f �.9 from water ® o, >1 PROPOSED SEPTIC SYSTEM 0) test hole o o �i 1-8' DIA X 4' E.D. SEPTIC TANK (1250 gal.) el.=5.7' o � 6-4.75' wide X 8.5' long X 2.0' E.D. LP's (3 24 gal.) 00 ( 4. 7 - x �1 SEE SECTION o Q)1 5UFFOLF eaura i;Dz 111 ME'l i o 1 A]7RA wall .0'N I N o I-121 of eop 02'S j,c, ., G� C-j14^ :uC 3.9' P ryriaz Pe:� . ,. .�._ fd mon5.0' S•0' � 455. 74' 5. Ga y 2 2 26th : "� E?c: l0-�'3.6 � �. ::Fcn MA APPROVED 0 ----- N 05 59 50 W 70. 00 LO EXPIRES T HRIEE yE. IRS PR0MI D/'TE' ' 3. 7'+ � �, 3.6 + BAY AVENUE 1 � 3 3' 3.4' o N OTF S: o +- o pole N 1 . MLTES, BOUNDS AND ELEVATIONS FROM SURVEY BY ao HAROLD F. TRANCHON JR. P.C. f 0 5'W n S 05°59 '50"E 70.00 ' JOB No. 15-157 FILE No. NASSAU FARMS DATED 7/22/15 N 82°00' 10"E 8.32' 'drain 11 2. DATUM NAVD 1988 APP. H��H S 82 00 10 W 3.98 N 09°44'57"W 11 .99' WATER N 41 °39 ' 13"E ? 5.46 ' N 02°56'32"E 34.72' ANGELA S . NICOSIA , P . E . N 05°40'01 "W 1 1 .03' Tws of old dock posts Engmeering Design BALDWINS CREEK ( MUD CREEK ) Mt. 51na1, NY 11766 42 Hayward Avenue 631-c12b-2112 Fax 631-c12b-2163 Approed.. - SITE PLAN v , GUTGHOGUE a SUFFOLK COUNTY, N.Y. SGTM 1000-138-2-6✓115 r SCALE: 1 " = 20' �� o�sa� PLAN SANITARY SYSTEM \n`Q¢�GJ��"'P� SITE - -- VF SC L+F,CUMMENT5ED II/5/15 Ix/23/15 5C-DHS COMMENTS A.5.N.ED 12n2„a to i 15 Drawn by: A.S.N. Date: Job No.: Rev.: E 15hoot; ?REVISIONS Scale: A5 Noted' 8/23/15 15-030 LJ I of I REVISIONS: R --nES OF NEO! 1``1 S i.` L, i OWN CODES t_ - U '' ''� lis REQUIRE hE,g..� � �I�� . OF 511432 ,t �' '� °p?.'I VLU y c�sk,a�.'.i._:�-.if' P.• !TI'1I ESS r 7 %h'I'� �,.= llls4 I.I@.fiIQI'I MUST !t'.EET THE Ci�11$Rtr. v _ { STERLING ROAD tdt+ss OF mEW giF�YRa NSIPIE FOR I LOT 110 DWELL § n'e vet O i TR"JSS PLACARDING REWRED PUBLIC WATER ��E IS ULArtfIFUL _ , + V�,!! HOUT CERTIS ICi11 E LEGr: ' AL OF GuCUPAI�CY rA ,4Q�-p:..�'T��tt"�x: it Ln w Ln n- PLUMBING DO NOT PROCEED WITH P L PLUMBIr'!r,WASTE O FRAMING UNTIL SURVEY P".%7.a: i_I°.its t�:EED L0T10s u OF FOUNDATION LOCATION TESS"ii-3 z E_L1 C�., L:COVERING DWELL HOUSE HAS BEEN APPROVED. PUBLIC WATER w EXISTING I a WATER a MAIN � PLUMBER CERTIFICATION O a ON LEAD CONTENT BEFORE GARAGE 0 CERTIFICATE OF OCCUPANCY ,DO'SETBACK SQ LINE FROM 250.001 "20O lO WATER f SOLDER USED/N WATER EL• I W EL. EL. EL 3.9' SUPPL Y SYSTEIIr'I CANNQT 11.4' 10.01 B.9' 7.4' 0 6.3' 4.7 EXCEED 2f1pOF1/ LEA,p - - - - - - - - - O - _ __o Lor ns � ' \ O� O ' I DWELL / ,b.o' '.� 6.D' o Ln WELL // QNLn ' 1 , O ROWS OF OLD / \ Lr)I Z DOCK POSTS ( ) OVERED m Z \ _ / RAISED PORCH m PATIO 2 STY,FRAMED HOUSE FF EL 9, / \ FF EL 9.T FF ELIC' EL, '-I-- + I i 5.0'EL I �[ C 93' EL 9.0' > ea\ 0 a = O LL V 62.0' Q O z PORTFAO REMAIN VDURATIONOwBALDWINSWOF UC .. DRAIN y 4 o CREEK V 0 DRIVEWAY / \ z Lam,, EXCAVATION PILE h CONST0.UCTION DUMPOR f� ✓-` T CONCRETE DRNEWAV AREA:1600 SO.T. TO REMAIN ON SITE FOR V' ' OCATION ' I WASHOUT ) I C ��rl V2.I RAIN/HOVR d0 CU FT. ( 0 I o (MUD C RC E E K) 1� PROVIDE:(2)frdb.,a'deep DRVWELLS DURATION OF ONS RATION l - \ / / \ - /N WITH CATCH BASIN \ / I _ - / 1�W✓J� �O \ / \ / w / \ • r EL. EL. �, - / EL EL. EL. H 115' 10s' 10.0' 0,EL. I rT, Q 250.00' N 8200'10" E LOT los I (I \I Q m O DWELL �'I I I I(f U PUBLIC WATER 100'SETBACK MAW1 1 ) 1 f IUAW LINE FROM WATER Twp U V 1 HAY BAY W/ SILT FENCING LIMITS OF CLEARING TO BE i ILOT 107 NO MORE THAN 20'FROM I� 1 ! 1 I 1111RK AS DWELL HOUSE ' INDICATED ON SSED SIITE PLAN I PUBLIC WATER O r-+ CA v Xu O ems- v C,101 O 0 X O }'1 SITE PLAN o 00 SCALE: 1" = 20'-0' O® U v � s in N STORM WATER MANAGEMENT DETAILS SITE DATA: SCTM # 1000-138-2-61000-138-2-15 W ROOF AREA:1645 SQ.FT. N.T.S. DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: AT 100%WATER RUNOFF:275 CU.FT. u ~ PROVIDE(2)B'DIA.X 4'DEEP DRYWELLS PROPERTY: 17.489.3 SQ. FT. / 1 O (ALT.B'dia.,8'deep) (n DRYWELLS CAPACITY:338 CU.FT. ESTIMATED AREA OF 11,000 SQ. FT. GROUND DISTURBANCE: OGEE GUTTER-STANDARD 5 NOTES: PROPOSED HOUSE: 1258.4 SQ. FT. 7.2% 360 CU.YD. 30 CU.YD. 1).EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. COVERED PORCH: 204.3 SQ. FT. 1.2% 35 CU.YD. 5 CU.YD. 2).PREPARATION: / A),CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION, B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR RAISED PATIO: 448.0 SQ.FT. 2.6% 80 CU.YD. 15 CU.YD. (n ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR fiy METALS WITH PROTECTIVE BACKING PAINT. 3.INSTALLATION: - A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. PROPOSED SEP'T'IC SYSTEM: _ _ 75 CU.YD. 25 CU.YD. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND PROPOSED DRYWELLS: - - 12 CU.YD. 4 CU.YD. ACCESSORIES. B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. any_�, ,.n A t DRY WELLS TO BE 10' MIN. 4).PROTECTION: TOTAL: 1910.7 SQ. FT. 11.00/0 562 CU.YD. 79 CU.YD. 7�; AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL O COMPLETION. O i o C oO DRAWN: MH/MS 0 11- Ivrc'1 rz E 'SCALE 1/4"=1'-0" o yd .y`'aag JOB#: !0", June 13,2016 jti�4 SHEET NUMBER: REVISIONS: 04 W O O n z co � wx a � o O O U EU ,e iL YT-YI I I 1 11 O PROPOSED WEST ELEVATION SCALE: 1/4" = V a H 0 _o 0 OMU V U , - - — - — - — - — - — - — - - - — - — - — - — - — - — - - - o N � O all Qc CTIa U X O f e—� wax u 00 ( .0 - - - - - U u c o 00 a o g o i I W 00 U 0Eu I Ll 1 --Lil j �/ x DIJA a y .� WN• N ga MH /MS 6 SCALE: 1/4"=1'-0" JOB#: PROPOSED SOUTH ELEVATION June 13,2016 �,y 'Q, ��?,^y�•,�O' '' SHEET NUMBER: SCALE: 1/4" = 1, A c h - 1 REVISIONS: - - — - — - — - — - — - — - — - — - — - — - — - — - - — 0 D 0 C) 0 Q � W aw � wz a 0 TIFT4 P w O PROPOSED EAST ELEVATION a SCALE: 1/4" = 1' � � w o U � l v U - - — - - - - - - - — - — - — - — - - - 0 N` v M ° :F 00 v � 4 3 � -- - - - N v —_ _ — S I -TIT- unU O V EIJ _ :1 �4 1 111 Hill I I I I I I I I xC N E' J f YY 1V� F r . M H/M S d.. 1 t' S1/4"=l'-O' CALE: JOB#: June 13,2016 SHEET NUMBER: PROPOSED NORTH ELEVATION � ' �� SCALE: 1/4" = 1' A-2 REVISIONS: I B 42P-01P 81/2" 12' 31/2 5'-31/4" 5'-0" 5'-83/4" w 15'-8" 1 7'-0" 6'-81/2" 6'-13/4" 6'-13/4" 8'-0" le 10 2'-8"x 1'-8"------- ^ I , . ----------------------------- --------- - ---- —4 --------------------- a 2'-8"x 1'-8" 2'-8"x 1'-8" --------------- 4 --------- H I CQ D, Dd p d . �. Dd p d . Dd I�, Dd D ° . p, Dd p d . I I Q,• Dd p d . I � 1 � D o � A, Dd ° , I � H ---------' °------------------- , i • O I • ' I 1111 11111 _ _ _ _ _ 1111 11111 O ' I �\\� a O °-v i 4 ' I X1111 Itll, . 1 . o O c c I ,, •„ N I _ I O O 1 I nll 11111 ---- i------------' 1 1 ' II11 � II111 C I . I = —1111 I lull F.,tL CI! 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Z 00 D 1 I }'t , I ' I 1111 n--r`-ITITI---_, I • 1.1 i--------"------'' Q O 1 1 17 1 I I 00 d 1 �I 1 4X4X1/4 STEEL COLUMN , 1111 M EU_ 1 1 ^1 1 I 4 I 4 I I lilt 36'X36"X12" FTG MP) ; 11111 4X41/4TUBE STEEL 1 1 1 1 I . I 1111 1 1 1 1 I r N r I (V IIII 11111 COLUMN (lYP) I I U I 1 1 1 I I r •---1111---' I I�I LI it n u t 42"X4{�2"X12"FTG ; ' C I • I1/2 T)1210 WOOD-1 FJ 1111 , IIII I (4)#,7 REBAR ew 1 ' 00 I L I • v1C 1 ` 41 p 'r 1 - --- v ---------, ; 00 00 ]if; 1 --_11111 , _I o Illll____, l °. (c ° v v l 111 - 1 -1 (3)1-3/4X9-1/2 ML I 00 I I � 1111 I II CJ 1 p� I ^ 1 I 1111 IIII ,< 1 , • I 00 I ' ' I IIII to 1111 N 1 v I I V Q° I 1111 [111 1 ° I 10 I 1111 IIII Ips I a, -- • i 1 ' I 1111 till UP I r 1111 1 r p a v . • p 4 p a •v • p c p •v >i a •v , p c p a •v ItI I -f111-------v-------------- --- - fl . p 4 p a •v , 4 '�•v--------------,1•v r D•. • p -I I, pD��j iI Cp ° ------------------------------------------------------- ----2'T RT--8---------------------------, e I • I O I I 1 4 cn M cu o O Q m I . I ---- U U cu 0 „ , „ , „ , „ , „ , „ , „ , „ 0 �] 16 -0 3 -0 10 -41/z 6 -1�/z 6 -2 13 -0 3 -0 8 -0 je Lo U 13'—41/2 12'—31/2 1 6P-01P � U) 10 e_ 00v 10� N � w � 41'-8" r~ B w u S 0 E PROJECT NORTH FOUNDATION PLAN- @N SCALE: 1/4" = 1' N M� 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 8'-0". 4).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATE EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y,.S. TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND SILL GASKET. RESIDENTIAL CODE WITH A BITUMINOUS COATING. x$ 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/I 1'-0"OF CORNERS, 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4) KEYWAY IN F010TING. INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTING'S TO REST ON MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. 3). FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COIMPACTED FILL. 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING BLOCKING AT 8'-0"O.C.(MAX.)AND MIDSPAN. WALLS. {, scy DRAWN: MH/MS SCALE: 1/4"=1'-0" ie� n JOB#: June 13,2016 SHEET NUMBER: �� OF N REVISIONS: B 43'-8" 13'-41/2" 12' 31/2" 5-31/4" 5'-0" 0. 5'-83/4" '-0" 6'-8" 6'-81/2" 69-73/4" le 5'-73/4" 0.29-91/4" 2'-6" 2'-6" 3'-23/4" TW2636-2 PREFAB FIREPLACE W (VIF) TW2636-2 � 2X6 CJ n) - UM7 TW2646 � TW2646 @1603)2X1 HDR - _ EAM ( 2X10 HDR (2)2X12 IRDER- ,__ v J (3)2X10 HDR (3)2 10 HDR Ir�J O ,-_ \ n r I � m uj W o vl 9-1/2 TAw 16110C -FCe l a -�I f/�1 CIS 'C] Lu W 1 S KITO J MUD ROOM o x I x _0 1u M N N CHEN a I X N 12'-11 �_ `�Q 'J v C° JO SIN w J ' S r � J 0'-4 O2'-6" 2'-6" 2X6 CJ 16"OC N � ��JHALF ATH J a� io IaCID LIVING ROOM x C) c•� z =��, ttW z PATIO ` 00 i� N COVERED J N` PORCH J EL 9.7 o Lu <J J l l00 , 0 o I W � 0 - < I I r•� � J ) N I DEN � �p I I l 10X10 IG^ I + FINISHED � g J OLU N� GRADE ' �X Lo dX ' c� (L EL. D (�1 0 16'-011 � J � � rte_ ' C) F-T 1 � �� ( / � � �� N lJ rOl H 4 R- 1 -o 1 ® Oo ® ' (3)1.3/4X9-1/2 ML x '� "^ < X v Cp i J I G M 1 , 1 1 1 1 I I 1 '- ® ' 1 1 1 21 , 1 I 1 \ M ' \O I � / J (3)2X10 HDR (2 1/2 USH AM ' ' (3) 10 HDR -(2)2X12 GI DER ( ' TW3046 Hou'E TEMPERED 0 0 FI. FL EL.10.0.0 O 00 2X6 Cl x { Co N� X @16"OC X N N O vn' e1 (3)2X8 1DF#2 HDR N '! 9 cn v U TW!3046-3 O rn 3'—0" 10'-41/2" 6'-13/410 61-13/4 13,-0" 30 O cz Q. � ? uX, � � Q) o Do . „ „ , m r v 13'-41/2 12 —31/2 16'-0" C4 41'-8" In U N CU v W B S 1ST. FLOOR PLAN W E PROJECT NORTH H N SCALE: 1/4" = 1' u 1ST. FLOOR CONDITIONED SPACE: 1258.4 SQ.FT. 0 ]).USE 3/4"T&G ADVANTECH ENGINEERED SUB FLOORING,INSTALLED WITH 6). INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER (MAX.10' OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 2ND.FLOOR CONDITIONED SPACE: 1166.7 SQ.FT. MANUFACTURE'S INSTRUCTIONS. FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. PER CODE. TOTAL: 2425.1 SQ.FT. ` [V 2).PLATE HEIGHT AT 9'-0"UNLESS OTHERWISE NOTED. H 7).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE � 3).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. APPLICABILE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING Q' 4).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. WEST PORCH: 204.3 SQ.FT. 8).INSULATE:ALL EXTERIOR AND INTERIOR WALLS.SEE ENERGY (� 5).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS COMPLIANCE REPORT. EAST DECK: 448.0 SQ.FT. OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS x, ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK, MICROLAM HEADERS. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT SHEETROCK. Q' 10).INSTALL:SMOKE AND CO DETECTORS AS REQUIRED BY CODE. g DRAWN: MH/MS SCALE: 1/4"=1'-0" i8'�{ 11?Ersy 2 ,r as ,��, ,J,;<• �jj'N]�I�F` JOB#: 4i®'y 111 ``11GGTT �, June 13,2016 t fig SHEET NUMBER: rq r• A-4 REVISIONS: B 41'-8" 10 30'-111/4" 5'-0" 51-83/4" 10'-61/2" 4'— 1/2" 8'-41/2" 7'-83/4" w 0 O TW3046 TW3046 TW3046 O Z (2)2 HDR (2)2 k8 HDR (2)2X8 HDR . . a LINEN P,� � � 072 Ir, i._6., N rl � C1 ' d w MASTER BATH °' " X ^ I O N 00 0 0 BEDROOM No. 2BEDROOM i' No. 3 2'-6" a `v 4'-0" 11'-3" .-- 12'-1" 12'-41h" 15'-61h" rn ce o I A o _ °' A m 2 2X4 cXy N 4'-0„ 4,— 3, 6„ l ) 6 2'-0' POST(TYP) C O O 10 2'-0" Z I -------------- r O ^N o (3)2X8 I j CID o N ----------- N`�"'" -""""' - — - — - - MASTER BEDROOM X m 1 - �, 1 00 ----------- ' O PULL DOWNOX LINEN ^ 2'-0" STAIR(VIF) N I 1'- N m O IL a z opo (3)2X8 O o oo X N I = N N 5'—.31/217 x WJ N � N CD 2'-61, I `O x 12'—1" 5' 7" 6 t—4" 00 N N 9'—2" 6'—1" 1 '0 f LEE 20, BEDROOM No. 1 N BATH 4'-a' 4'-0" 2'-6" >� 00 C 1 C-------------------------- o0 N I O r i L:: C) WA -1N co 00 — X X V U ,1 � .u � I CLOSET N n 1 1 I 1 1 1 I 1 1 1 OJ'. 1 1 1 1 1 1 1 1 1 1 to x / 1 1 N� 1 1 1 1 i i 1 1 1 C14O ry 1 DN 1 1 1 1 1 1 1 I I �1 1 1 1 1 1 1 1 I 1 �--- ---------- 1 1 1 1 1 1 1 1 1 1 (2)2X8 DR (2)2X8 HDR TW3046 TEMPERED TW3046 A 31 10'-01h" 61—O" 6'-0" 19'-71/2" ol 0 .. 0x pCa t•-1 00 B 0 ca � �� vi E W 2ND . FLOOR PLAN NU PROJECT NORTH N SCALE: 1/4"' = 1' 1). USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 7).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 1ST,FLOOR CONDITIONED SPACE: 1258.4 SQ.FT. RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE:IMPACT GLAZING. 2ND. FLOOR CONDITIONED SPACE: 1166.7 SQ.FT. 2).PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED. 8).ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD um ATTIC STAIR TO BE MIN. 30"WIDE,2'50#CAPACITY. TOTAL: 2425.1 SQ.FT. 3).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. V 9).INSULATE ALL EXTERIOR AND INTERI(OR WALLS.SEE ENERGY O 4). EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. COMPLIANCE REPORT. 5).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. WEST PORCH: 204.3 SQ. FT. Q, OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT �► ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR SHEETROCK. EAST DECK: 448.0 SQ. FT. N MICROLAM HEADERS. 11).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. 6).INSTALL FIRE BLOCKING.FIRE COLLARS,CAULKING,etc IN CEILINGS (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, FRAMED CHIMNEY/DUCT CHASES,VENTS.PIPE PENETRATIONS,etc. PEP CODE. V pq DRAWN: MH/MS � �':•.. ,-•�wi' o SCALE: 1/4"=1'-0" JOB#: June 13,2016 ` �� SHEET NUMBER: -5 REVISIONS: B)- 41'-8" 12 2X8 RR 6 --------------------------------- CHIMNEY r I I I CRICKET illi T� illi V1 un nn I un O 1 un , un 1111 � z 1111 1111 z till11N Q a 1111 O 1 ' U11 12 t 12 O lO ; 4 1111 O 1111 1111 1111 O A i 1111 - 1111 A 1111 �'1 J till [A 1 1111 Q lilt , un , Un � O nn = 2X10 RIDGE = O un 00 N N J IIII N N y � 1111 _ m IIII , IIII , 1111 00 1111 1111 1 IIII , N nll lilt I N illi , un lilt O , Int Int IIII �� un r O 12 , illi un 1 d- 10 iiii v r t 2X8 RR @16'OC 1 lilt , nn , un , un , nl1 V1 un Int nn O_ 1 , 1 12 2X8 RR 6� @16"OC 1 I STORM WATER MANAGEMENT DETAILS N � m `r oV R rn Cf) 5 4i ROOF AREA:1645 SQ.FT. N.T.S. +� p Ln v AT 100%WATER RUNOFF:275 CU.FT. c PROVIDE(2)B'DIA.X 4'DEEP DRYWELLS S 0 x 0 -m (ALT.B'dia.,8'deep) ROOF PLA NDRYWELLS CAPACITY:338 CU.FT. E WPROJECT NORTH �' CU w x N SCALE: 1/4" = 1' 0 m OGEE GUTTER-STANDARD 5 NOTES: 0 ^t,+ e� 1).EXECUTION: �In U 'mo A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED, 1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. 8).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODM SHEATHING 00 MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. N 2).PREPARATION: 2).ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE O W / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. r�. B). PREPARE SURFACES I15ING METHODS RECOMMENDED BY THE MANUFACTURE FOR GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING 1S ~�-1 ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. COMPLETE. Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR 3).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS METALS WITH PROTECTIVE BACKING PAINT. (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 9).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. 3.INSTALLATION: FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. PER CODE. LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD, 1).GUTTER TO PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'of RUN. USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT W 2). HEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS.S a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND 4).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. CUTTING INTO SHINGLE SURFACE. E-+ ACCESSORIES. .14 B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT 5).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND 10 .VENT ALL ATTICS INCLUDING PORCHES AS REQUIRED.USE COR-A-VENT S-400 (� CONNECTORS. ) ) ( ) 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL DIRECTLY TO THE DECK ALONG EAVES. AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA CONNECTION WATERTIGHT. RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. O DRY WELLS TO BE 10' MIN. 4).PROTECTION: 6).USE 15#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION of PROJECT. 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. CONCEAL VENT. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL y COMPLETION. 7).ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS 11).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. N Oo c WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. V U_ C!1 , �a��•,NyFer\®7�� , r' f+ ,a1 Lya n� L DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: June 13,2016 1Z3 J Cy�4 SHEET NUMBER: A-6 REVISIONS: O I 2X10 DF#2 RIDGE i 1 1 1 1 BUILT-OUT GABLE — - - — 2X8 DF#2 RR @16"OC O I i� 1 5/8"SUBFLOOR 2X8 DF#2 CJ @16" MMAAA 2X8 DF#2 CJ @16"OC C) W H U0U W W H MASTER BEDROOM � '00 O oa U Ll ® 12 4 3/4"SUBFLOOR �k8RR W W @l6'10C• —- - — Z E 9-1/2"TJ1230 WOOD-1 FJ @16"OC 9-1/2"TJ1230 WOOD-I FJ @12"OC ---- W KITCHEN (3)2X12 O a U a GIRDER I � � � LIVING ROOM O I1 DENo U 10X10 COLUMN RAILING 6X6 ACQ POST ' O O I 0-I I # � I C) Sl•ONE PATIO OVER 4"CONC.SLAB. 3/4' SUBFLOOR - 0 0 STONE P TIO OVER 4"CONC.SLAB,WWW1 REINFORCED w/10X10 WMM -�'�°� REINF RCED w/10X70 WMM — - - — 9-1/2"TJ1230 WOOD-1 FJ @16"OC 9-1 2"TJ1230 WOOD-I FJ 12"OC ,• •, .. • •• ,��, ..+,,tale,& -,-yy-*. .. . ,.I.t •�'�4„0 .~� 11 1� _ _ � ljll} TI I 7 v I �_ - — ;�ga 2X6 ACQ PLATE (3) 1-3/4X11-7/8 (4)1-3/4X11-7/8 :� I—1 hE�l� _ 1 1i tTT F i._ 4 TERMITE SHIELD ML GIRDER ML GIRDER ,D�, Al-,41 11 �,: ;e O •. 6"GRAVEL OVER COMPACTED .� SILL SEAL(fYP) •.'�� 6"GRAVEL OVER COMPACTED 8'.PC �� CLEAN FILL T095%COMPACTION 4a' 49' CLEAN FILL TO 95%COMP b;.•,0 d •'n WALL °. i w >"d .e:o O 4X4X1/4 4X4X1/2 d{" ��4�0 -------------- 1 . I W STEEL STEEL I e j� � z o -- TT - - - - 16"X8" CONCRETE yg COLUMN COLUMN _oj, DAMP ROOF a SHELF CONC.FTG. � .,1�4"CONC.SHELF W a°d q1, Z Al 4"CONC.SLAB e •. • •. d •. • . • - -• • •. • •. • •. • . • •. • •. A A.7 • • • ' 42"X42"X12" 54"X54"X12"CONC,FTG. 20"X8"FTG w/(3)#5 REBAR CONC.FTG. (5)#5 REBAR EACH WAY 16"X8"CONC.FAT WALLS FTG w/(2 w/(2 SHELF O M x )#5 REBAR � U RE'SICfleck �..t' Q 1f4r,�are Version 4.6.1 AT STANDARD 8"PC WALLS � U Compliance Certificate SECTION A-A SCALE. 1/4 — 1 Project Energy Cede: 2010 New Turk Energy Conservation o ImcatioTn: SuffoTk County, New York r-_1 +. Cons*raotitsn Type: Single-family N aJ M M PreirctType: New Construction Cond-rtimved Floor Area: 0 ft2 0 4" 4" 24 OC 4° M In (3lasing AT" 19% � � 4TP.U Climate Zone: 4 p/ ® / @1 4" / • / p 14" • • O @5 m Permit E)ete: • 4. Ln N Permit Number. j I ( I I I i I I I' I I cu00 Consuu +n Site: Owrten'Agent: DesigrwerfContractar• p . Cz CUA 4 U, �I, ,INS CCONSTRIY'TTON Mark St+warM An_l4teot • � � � �� l � � I ( 1 1 I I I f f � q �I 5310 SKUNK C1+T^JE P_O_BCnr 533 t 1 � � � l / � 11 ' � l' � fl / Lt� U M !CUTICROOUE,NY Cutchctlue, N1'11935 1 ( ` 1 I I ( 1 I I I ;fl 631-73.4-4185 I On y 1 I ( I t f GO 1 ` k10 STAMLESS STEEL \ I 1 if I OR GALVANIZED 11 I I • •' ( ( • I ( ••' I I • I I I• N W mlu-ersahitectctptonline.net WOOD SCREWS W/ WASHERS @ 12"O.C. I I J II II II I 12"O.C. 12"OC ( I , 1 III .. ,... - y Ca"r"pll2rice: 3_116 Be'taerTlan Cath i+"axllnurn U,4: 4310 YmrUA: 431 p \ � ` ` ` � � I � � � I The,%14tw.www"Than Cade h de rrRtdz ha•oboe to COMAWWr ard*4 fimve a ba.49d•�o-.d.-elf noRss. I ! �I I' I � I I �1 / I I I 1 � I� I� SHEATHING YWDOD I!t ooeS M4T pRwde•rs ta4mM`!r{e*M14Y uar a'C'JGt rtlatrtine tD!m'nimvtisadk ha-e. I / / / 1 1/2'AWA RATED SHEATHING t / l GRADE:PLYWOOD (ALTERINATWIVE:7/16"O,S.B.) ` 1 / • I I 1 I • I' I /•• I I 1 • I' I 1 ' • w I / I / • ! I I p 1 / 1 / `4 ...'"�"'....:�"" ,°T - •r • : ° .* ' i�- ,A..' �- ' kl I , , 1 I I pAPA RATED HEATHINGEnvelope ASsem lies GRADEPLYWOOD (ALTERNATIVIVE:7/16"O.S.B.) V r 0 N4 ► #SOSTAILESS STEEL ' 1 ' ' GALVANIZED ' 2X4 STUDS ...,m.......W�.....,,.-.. -. _-._.......,.,........w._._.__.__..-ym..,,..:..,..�,......r,..............._,,._.:..................,.....:,.,u._.........._.___.-_._,._...-:., .... - .,....,".-.....e....___.,�:....._...... ".,..... .,....,..,�_... WOOD SCREWS W/ t STUDS Wan 1:Mod Frame,l6'o.e. 1.377 19.0 0.0 0.!0190 53 WASHeRs�1z^o.c. � I ' � , ' I \ ®f 1 WINDOW SILL r ' • I I I • `- wiindoPw 1:Wood Frame:Double Fane with t.aw-E '� 4.320 g'L ( ( I 111' TYPICAL WINDOW OPENING I I E-I ! I I 29 (LESS THAN 4'-0X8--0'-OPENING) ( 7110 STAINLESS STEEL N+ Door 1:IC�IaSs ED 0.320 WASHERS @ OR GALVANIZED Q° Door 2:Solid 63! 0.290 17 I I � "'K wood w. • 1 122"O.C. Wan 2:Wood Frame,IG'o.c. 1,318 19.0 0.0 0.06'0 69 TYPICAL DOOR OPENING • • • Window 2 Wood Freme:Dauble Pene will.Cant E 150 (;-32q qg (LESS THAN 4'-0X8'0"OPENING) OUGETHRW STUDS SEDEL V OR GALVINIZED BOLTS W/WASHERS W Wividow 3:Wood Frame:Doikle'Pane with Caw-E 24 0.300 7 AND NUTS 0 X-O"O.C. Floor 1:All-Wood joistj'rruss-Dver Uncondit m end Space 1,258 30.0 0.0 0.033 42 TYPICAL MULTIPLE OPENINGS � (MORE THAN 4'-0X8'-0"OPENING) Cel-mg 1:Flet C+ciling or Sc&sorTru—_ 1258 21.0 0.0 0.047 55 ComFfeanceStatemerit: The sadbuldingdesign described here iscrosistentmP3:t?-.ebugcringp�le�,spe�C�ns,and�Ter WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL �r celcnal�tians submitted with the permit application.The proposed building hes been designed to meet the 2"010 New York Energy Conservation Cormetruc6on Code requirements in REScheek Version 4.6.1 arA t>a comply with the mandatory requirements listed in AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) ��^ � � '°Off, the RESaheck inspection CheckrL-t WINDSORNE DEBRIS IPROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" C1 AND MAXIMUM PANEL.SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO 5.19nature 0ate COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS,SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. k DRAWN: MH/MS HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. SCALE: 1/4"=1'-0" JOB#: Protect Title: Report date: 06113nG June 13,2016 Data filename:CAUserstdhafdng StationDocument lRESchecklZOUMA°S-SKUNK LANE-rck Page I of 2 F SHEET NUMBER: -7 REVISIONS: 2X10 RIDGE 12 _ W — - - — 1O -- 2X6 COLLAR TIE @4875 -- � U O U U O ( 100, Q z ATTIC V) p Q U W — - - — 5 8"SUBFLOOR 2X6 PLATE O C/) a - - WSAAAMTA IWAS a 0 2X8 DF#2 CJ @16"OC LOFT BEDROOM No. 3 - - - - Co �I rr, 12 12 -00 6 3/4"SUBFLOOR __ _ _ ��2�X6 C1 916"Oc 2X4 PLATE OO9-i/2 TJ1230 WOOD-1 F1 @16"OC 2X6 CJ g" ^I (2) 1-3/4X9-1/2 ML @16-OC w/3/4"STEEL (2) NL w/3/4"STEELMATCH SOFFIT HEIGHT ~i ON OPP.SIDE U Z� KITa DINING ROOM w 4'-21/21t 1 E2X6 ACQ SILL PLATE O 0 tia TERMITE SHIELD M 3/4"SUBFLOOR SILL SEAL O rn — 9-1/2 TJI 30 OD-1 FJ @16"OC r (3)1-3/4X11-7/8 ML GIRDER V 1 00 Opti • 1 p 4X4X1/4 5 61/4 r 1 STEEL C, 8"PC WALL _ _ __ _ ,. ,• `'• Co '• COLUMN BASEMENT DAMPP r.' o • ,.�; e, ROOF p ° cr7 17 O 4"CONC.SLAB D, rn °' amu, SECTIONC—C v v � ,.d v . , . C7 m C .�. ° vi -vla ° 0•36X36X12 16X8 CONC. `i x o SCALE: 1/4" = 1' CONC. FTG. FOOTING .=G cu c SECTION B—B Lo U O� m � SCALE: 1/4" = V � v cq 3 03 11/4 11/2 11/4 1114 11/2 11/4 11/4 IAV. W.C. W.C. LAV. IAV. V BAH SHO ER O 11/4 3 02 11/4 _y C.O. 02 3 011/4 � N C.O. 3 3 E- 11/4 11/4 11/2 11/4 11/4 WWWr ' SINK a LAV SINK \)v C. I3„ W.M. D.W. F.A.I. C.O. 1 1/2 11/2 3 11/4 C.O. ' 2 3 1 C.O. 3 3 d� SLOPE"1/4"PER FOOT PITCH TO DRAIN TO APROVED 4"C.I. SEPTIC SYSTEM 1`. -v9 �!s PLUMBING SCHEMATIC TRAP HOUSE �� A � ra �; DRAWN: MH/MS SCALE: 1/4"=1'-0" N.T.S. JOB#: June 13,2016 ,3 C�d SHEET NUMBER: 0F r A-8 REVISIONS: WIND LOAD PATH CONNECTION A CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS IN ° RAFTER WALL STUD BOTTOM PLATE ENDWALL CRIPPLE STUD o ° ° RIDGE LEDGER BATHTUB 0 ° HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS 70 FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION ILOCATION JUSP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER N THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER B LOC KING ®24"OC W WALL STUD �� THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR W Q METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL ^ CHIMNEY AS REQUIRED Q RIM BOARD u RAFTER RAFTERS MAINTAIN SILL PLATE(S) WALL SHEATHING VENTILATION WOOD JOIST O SIDEWALL FLASHING H BLOCKING FOUNDATION �, TOP PLATE BLOCKING 2x4 LEDGER O O FINISH WALL AND MOISTURE BARRIER TO LAP FLASHING ; 2x4 SOFFIT JOIST �/ U STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A - FASCIA F�1 AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - a JOIST DEPTH USP NUMBER DESC RIPTtON APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN ILATE OF THE AREA OF GUTTER WOOD GIRDER FLOORTHE SPACE VENTILATED. ALL OPENINGS � INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT ,' s RESISTANT METAL MESH WITH MESH tcONTIN. SOFFIT / EXT. PLYWOOD 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS , ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF �/a INCH IN DIMENSION. � . FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS / AC TION EACH RAFTER PROVIDE BLOCKING OVER BEARING EWALLLS THAT ARE ED AND `�: ROOF VENTILATION / INSTALL 4'0" O.C. 8" - 12" RAFTER RT20 1-1/8 x 20ga. TYDOWN ANCHOR CONNECT TO SOFFITED EAVE DETAIL 14" - 16"' LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS ,' , EACH RAFTER ON ALL OPENINGS ,' KEEP ROOFING NAILS OUT / OF FLASHING 2ND. FLOOR WALL 9p op 0 pp j d IP / ROOFING LAPS BASE ' FLASHING 4 INCHES RAFTER RIDGE CAP OF SAME U BASE FLASHING WRAPS CORNERS, MATERIAL AS ROOFING EXTENDS UNDER SHINGLES AT NAILED TO SHEATHING ZQ' / SIDES 4 INCHES AND LAPS THROUGH VENT SHINGLES AT BASE MIN. 4 INCHES p x WOOD JOIST �F-4 COO TOP PLATE GIRDER/HEADER O SIDE WALL FLASHING WOOD JOIST O `n E_ 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC u U AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS T/1 FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND V 1 INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 4" - 8" LSTA36 1-1/4"x36' 18ga. STRAP AND JACK STUDS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. ON ALL OPENINGS RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS INSTALL 4'0" O.C. i RAFTER TO PLATE CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS PLATE/WALL SPTH4 STUD PLATE ANCHOR 8" - 16" MS7A48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF ON ALL OPENINGS oLATES TO EACH STUD 0 DBL SILL PLATE �_3 TERMITE SHIELD �— SUB FLOOR M N 01 0 r!WOOD JOISTS c+r 0) n SILL GASKET M o / NEOPRENE ; r 2x6 2x8 CONTINUOUS WOOD PLATE r GASKET �` / r' XPL,u CONC. SLAB _ I TYP. CONC. FOUNDATION � � 6 MIL. POLY � V� � � BOLTED TO STEEL BEAM WITH � `'' � DAMPPROOF EXTERIOR GRANULAR FILL e I POLY ON EXTERIOR V ' 1/2 " DIA. BOLTS ® 48" O.C. STAG. Lo , Lo 6MIL e s 00 STEEL COLUMN { �� o V ° d I ° a p• .0 o C ROOF JACK �� `� a �� STEEL BEAM p, CONC. SLAB p e �r I `� u POUREDp ANCHOR BOLT EMBEDMENT: �` 4" x 1/4" x 8" STEEL _ de a A ° o r BLOC K W��C RETE: 15„ COMPACT FILL TOP AND BOTTOM PLATE 01 � U ROOFING LAPS ,� m ~ '4 V / p L ^ FLASHING AT WITH 1/2" x 6" ANCHOR BOLT 0 aj V ° ° 4 ° KEYWAY FOOTING c A �!'p �. p CONC. FTG. 'p 4'p G USE WITH 3x3 SQUARE WASHERS SIDES AND TOP �� 1/2" GROUT N 0 W a : p ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) `�� ^ FOUNDATION 5/8" DIA. ANCHOR BOLT i 3" STEEL COLUMN O t-\ REINFORCING BAR ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) DRAIN TILE • ROOFING AT BOTTOM SILL PLATE TO FOUNDATION CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL BEAM DETAIL Irl SILL PLATE TO FOUNDATION 2 STORIES 36" OC H TYPICAL CONC, FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION) STEEL / BOTTOM BEARING u WHERE NEEDED FOR STRUCTURAL BRACING. ~ ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL V SLAB-ON-GRADE O ClJ SUBFLOOR DOOR FRAME N CONC. SLAB GARAGE I �_ JOIST 6X6 10/10 WWM r DOOR � I I USE 2X8 STEEL BEAM COMPACT FILL FOR BLOC KOUT 4" SLAB �+ W/ 6X6 WMM n I SLOPE HEIGHT P.T. PLATE `� 0 ° rs M 4"DRIVEWAY —p• WITH A NAILING NOTCH JOIST NPLATE U FT NEEDED) 1/2" AIR SPACE `, < 1 < „ 7 1 2„ > s• ( HER THAN T END AND ;gyp ' .p ° ° 0' ° •a ° > TO BE APROX. 1/2 OR HIG • . r; ES OF WOOD c D p• 0 STEEL BEAM TO ALLOW FOR SHRINKAGE � BEAMS _ n o a o '° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) ' GRADE Q --q�---cT-----: a _Q- e _ Q e Q D III._��I ° d �° ° a — 6X6 W.W.M. .,• tee-- '4 4e 12" o ,'L` -� D �,a �,p /�'r o �`�NOTCH BEAM FOR IMUDSILL IF REQUIRED -- MAXIMUM SUBFLOOR MIN. ,& d a NOTCH EQUALS 1/4 DEPTH OF BEAM �_ D 0 0 o a *. • �` i REINFORCING BAR o•e 4 �D �—I �s101ST C •� q •" REINFORCING BAR (�' p ;° STEEL BEAM SHEET METAL / 30# FELT UNDER BEAM AT POINT ° 6-A rk'G, )&A jC� DRAIN TILE �---- ►I 1 ON 12" v e �° OF CONTACT WITH CONCRETE OR CONC. BLOCK -n—�� —�� ° c 3" PLATE (BOLTED TO SHIMS TO LEVEL BEAM TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN KEN SLABS BENEATH BEARING WALLS AND COLUMNS. '" ..... ,. REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. xr ' DRAWN: M1//MS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT , ¢,'e �" ' tt �. , SCALE: 1/4"=1'-0" t JOB#: BEAM POCKET June 13,2016 -`•s�Q�, �� _ - SHEET NUMBER: A-9 REVISIONS: \VIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD 4"MAX. SNOW SPEED DESIGN WEATHERINGLINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS KING STUDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED - 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE TO HEAVY MODERATE 4"DIA. MAXIMUM RAFTER CRIPPLE STUD DECK AND COVERED PORCH NOTES: LEDGER 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. RIDGE HEADER X All fasteners, hangers and anchors to be galvinized or stainless steel. 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored Z into concrete with a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. � m3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. RAFTER JACK STUDS RAFTER-TO-LEDGER CONNECTION 4). Deck joists to have blocking at 8'0 o.c.. LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing LOCATION USP NUMBERI DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD and over the ledger. Ledger to be fastened to building with 1/2"dia.bolts with washers STAIR RAILING and nuts at 16"o.c. " ROOF LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 6).Concrete piers shall be a minimum 6"above grade. F•+-� 1-1/2 SPACE rn 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored MINIMUM to girder(s). Q H RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. A HANDRAILS 9). Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal ^^ Z RAFTER for any contact with ACQ. H O � U POST 0 TOP PLATE HANDRAIL NOTES: a TOP PLATE All required handrails shall be of one of the following types 0O BALUSTERS or provided equivalent graspability. U WALL STUD WALL STUD RIM/DECK JOIST o 1).Type 1. Handrails with circular cross section shall have an F � outside diameter of at least 1-1/4 inches and not greater OPEN BALUSTER ATTACHED TO WALL ° than 2 inches. If the handrail is not circular it shall have a 11 perimeter dimension of at least 4 inches and not greater HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION than 6-1/4 inches with a maximum cross section of ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION dimension of 2-1/4 inches. OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH RAFTER/PLATE RT15 TYDOWN ANCHOR 2).Type tl. Handrails with a perimeter greater than 6-1/4 SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN 4"-6"RAFTER RTI 0 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION inches shall provide graspable finger recess area on both CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. (2) 1/2"DIA.GALV. BOLTS WITH WASHERS AND NUTS sides of the profile.The finger recess shall begin with a PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD distance of 3/4 inch measured vertically from the tallest EACH RAFTER portion of the profile and achieve a depth of at least 5/16 inch within 7/8 inch below the widest portion of the profile.The required depth shall continue for at least 3/8 O inch to a level that is not less than 1-3/4 inches below the F--� 4"MAX. tallest portion of the profile.The minimum width of the handrail above the recess shall be 1-1/4 inches to a � l 4"DIA. MAXIMUM GIRDER/HEADER maximum of 2-3/4 inches. Edges shall have a minimum V W C) radius of 0.01 inches. z GIRDER/HEADER ° NAILING SCHEDULE 0 JOIST POST/COLUMN ° ° ° ° ROOF SHEATHING: v� M POST/COLUMNNAIL NAIL C) JOINT DESCRIPTION Q.n, SPACING NOTES O U AS PER TABLE 3.8 GIRDER/HEADER STRUCTURAL PANEL 8d r 1 WFCM-SBC V U POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: LOCATION USP NUMBER DESCRIPTION APPLICATION JOINT DESCRIPTION QTY SPACING NAIL NOTES SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN RAFTER TO 8'WALL: 3-8d COMMON' EACH DECK/PORCH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN TOP PLATE 10'WALL: 4-8d COMMO RAFTER TOE-NAIL JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. {2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS CEILING JOIST 8'WALL: 3-8d COMMONEACH TOE-NAIL TO TOP PLATE 10'WALL:4-8d COMMO JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE o PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE en o OVER PARTITION WFCM-SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE p m N v ° ® STU TO RAFTER WFCM-SBC END NAIL $ BEARING PLATE p, GIRDER BLOCKING 2 -Sd COMMON EACH TOE ` R 0 �, • TO RAFTER END NAIL w ° • ' RIM BOARD EACH END v �' 2-16d COMMON o TO RAFTER END NAIL t~ , v ° WOOD JOIST •; ,• •; 4 m M z ` WALL FRAMING: Ln U LEDGER GIRDER/HEADER li CONCRETE PIER JOINT DESCRIPTION NAIL NAIL NOTES °r ° I QTY. SPACING 5 v WOOD JOIST •" ' •' TOP PLATE TO PER 0 W WOOD JOIST • TOP PLATE 2 -16d COMMO FOOT FACE NAIL U-11 TOP PLATES AT JOINTS FACE INTERSECTIONS 4-16d COMMO EA.SIDE NAIL FLUSH JOISTS WITH HEADERIGIRDER DOUBLE 2x STUD TO 24" FACE 2 16d COMMO CEILING JOIST TO BLDG.CONNECTION I (MINIMUM) STUD O.C. NAIL ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION HEADER TO 16"O.G. FACE � LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. OR BEAM I LOCATION USP NUMBER DESCRIPTION APPLICATION HEADER ALONG EDGES NAIL IF ABLE, SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS I 16d COMMON ROD 11 TO ALLOW FOR SHRINKAGE. (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE TOP OR BOTTOM 2 -16d COMMO PER 2x4 STUD END U REQUIRED----r,> I (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE PLATE TO STUD 3 16d COMMO PER 2x6 STUD NAIL FOR STU BOTTOM PLATE TO: FLOOR JOIST, BAND JOIST, 2 -16d COMMO PER OOT FACE NAIL FLASHING TUCKED UNDER I END JOIST OR BLOCKING TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. Flo PIECE OF SIDING BELOW THREADED ROD DECK FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES � 1/2"DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT QTY. SPACING CONNECTED TO BLDG. @16"OC POST JOIST TO: 4-8d COMMON PER TOE STRINGER SILL,TOP PLATE OR GIRDER JOIST NAIL V @16" c MINIMUM � (2)THRU- END DISTANCE BRIDGING EACH TOE BOLTS TO JOIST 2 -8d COMMON END NAIL PB44 POST 4 1 ANCHOR "dia BLOCKING EACH TOE FLOOR FRAMING o "o PIER 16"TREAD •.° ..• •o ' o o ENDNCEv s� ^v TO JOIST 2 -8d COMMONEND NAIL 2x JOISTS BLOCKING TO: EACH TOE °. o .• , i ••• •O 12'x12"xi 2" ° •^ >' ° SILL OR TOP PLATE 3 16d COMMO BLOCK NAIL GRADE > • c AS(CRREQ.)SLAB •°,a :• •�$; CONCRETE FOOTING LEDGER STRIP EACH FACE e4 >A �, W ° �� 3 -16d COMMOTO BEAM JOIST NAIL- Apt,_ JOIST HANGER s ^ BLOCKING FOR (AS ' B"dia. n e DECK PIER > 4 � LAG BOLTS p ; ' CONC. d° PER PLAN JOIST ON LEDGER PER n ° 3'-0 4' ° PIER ° HOLLOW COLUMN UPLIFT 3 -8d COMMON ` 7Y . o >••ae ✓4<• TO BEAM JOIST /CR RIM JOIST/BD. b t&ii SIMPSON STRONG TIE MODEL STRRI/2 4 ° DECK POST FTG.CONNECTION BAND JOIST PER c°. INSTALL AS PER MANUFACTURE'S RECOMENDATIONS TO JOIST 3 -16d COMMO JOIST s� °' rbc LOCATION USPNUMBER DESCRIPTION APPLICATION _ SI I'd DRAWN: MH NIS BAND JOIST TO: PER (►(( {{ S, SCALE: 1/4"=1'-0" 2-16d CO MMO Tk ,...;. � 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING SILL OR TOP PLATE FOOT k' t+" JOB#: DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING ` '�4rA _ ,�,�� -4G 'j June 13,2016 � 2` SHEET NUMBER: REVISIONS: GE *IN' " ERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION 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 CONSTRUCTION NOTES: 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 TOP PLATE 10'WALL: 4-8d COMMON RAFTETOE-NAIL BUILDING HEIGHT (SEE PLANS) R 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 EACH TOE-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 g Y P g g P P PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND 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 CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL 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 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: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shalt be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 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 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 IRE GAURDRAILS ANY DIRECTION) 200 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES w DESIGNED FOR CAT.AT.C) precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY. EXPOSURE CATAGORY ( rn specific use expressed or implied in the use of these fans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL W P P P P g P2 - 16d COMMONLOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION F_ anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 O 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE Z 4 - 16d COMMON Z INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE O 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: Q STUD TO 24 FACEEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE U 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 2 - 16d COMMON STUD O.C. NAIL Sym.: � attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16" O.C. FACE SEE FLOOR PLANS Q E.., ) gypsum 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 shalt be in accordance with the length requirements specified in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION O p 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK U 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: a FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER 10ESHIELD floor(s) above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD determine intended heights of finished floo 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL 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 NOTES QTY. SPACING MODERATE SLIGHT TO 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER 4 - 8d COMMONJOIST 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 3 5 O be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD H 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4 PERIMETER EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 6 O.C. SEE NOTES: 13 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 o Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6" O.C. 8d COMMON 12" O.C. ( BOTH FIELDS) �� ll to be minimum 3-1/2 inch thick. All fill to be compacted to 95 /o relative density with g SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL @ @ NOTE: 2 FOR PANEL FIELD V � � 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge 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: 13 P4 a 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMONJOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. JOIST ON LEDGER PER TOE NOTES H DECK AND COVERED PORCH NOTES: 3 - 8d COMMON 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL N.Y.S. Residential Construction Code. A 6-milpolyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED 1N SCHEDULE NOTES ONLY. to C7 PP g BAND JOIST PER END � 0 0 All fasteners, hangers and anchors to be alvinized or stainless steel. 3 - 16d COMMON the below grade portion of exterior walls prior to backfilling. 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, Q U BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. U FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. R 2 - 16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 F SHEATHING: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. � 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 current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL SPACING 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. 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: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES o 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5 . A minimum of 10 inch flashin shall be installed between the buildin and led ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD „ g g g JOINT DESCRIPTION N 0 otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) m M v o where needed. 4' EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD X N •E 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 7 O.C. EDGE o �r Sd COOLERS m Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 a' % ° E openings. LVL headers to have (3) jack studs and (2) full length studs on each side of 6). Concrete piers shall be a minimum 6" above grade. O x o WALL SHEATHING: w x openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored � �, u' � E openings between 4'1 and 6'0 and 2x6 wall openings between 5'll and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. �4 � \ and blocking where applicable. QTY. SPACING STRUCTURAL AS PER TABLE 3.9 � 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 8d COMMON1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall F , 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC U be used. M anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE N 6d COMMON CU 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 o w Floors to have ceramic tile 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. WALLBOARD Sd COOLERS 10" O.C . IELD on plans. 3). For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 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. P g. g FLOOR SHEATHING: EATH I I�1 G other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P Y 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 sa coMlMo 6" O.C. EDGE 3).INSTALL i-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. U U HVAC SYSTEM NOTES 1" OR LESS 12" O.C. FIELD O 9). Provide blocking bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists under all bearingwalls. NOTES • as required by current NYS Residential Code-FIREBLOCKING REQUIRED 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. F needed. 2 HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. ). y y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 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 � �� 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontals aces such as occur at soffits, Contractor and owner for final review and approval. is nailed 3 on-center at the panel edge to obtain higher P 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloorTO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings.shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRI CAL NOTES: members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces ot over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. such as shear plates, shall be used to maintain load path. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2 thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. 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. to have regular 1/2" sheetrock. All walls to be taped and finished. members,the tabulated number of nails shall be permitted P 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. oy'�``' approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM IN SCyy� torch down type material over. �,� �, DRAWN: MH/MS A er .} �4 SCALE: 1/4"=1'-0" 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to j:1�.? JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. June 13,2016 0��a� SHEET NUMBER: A- 11