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HomeMy WebLinkAbout38886-Z Town of Southold Annex 6/26/2014 Maj P.O. Box 1179 ;r 54375 Main Road + Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36949 Date: 6/3/2014 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 1015 Robinson Ln, Peconic, SCTM#: 473889 Sec/Block/Lot: 98.-5-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 5/15/2014 pursuant to which Building Permit No. 38886 dated 5/15/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ALTERATIONS AND FIRE DAMAGE REPAIRS TO A SINGLE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Suskevich,Walter&Suskevich, Lawrence (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38886 05-21-2014 PLUMBERS CERTIFICATION DATED Auth d S' ature Town of Southold Annex 6/3/2014 C1110 P.O.Box 1179 e 54375 Main Road FSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36949 Date: 6/3/2014 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 1015 Robinson Ln, Peconic, SCTM#: 473889 Sec/Block/Lot: 98.-5-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/1/1900 pursuant to which Building Permit No. 38886 dated 5/15/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ALTERATIONS AND FIRE DAMAGE REPAIRS TO A SINGLE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Suskevich,Walter&Suskevich, Lawrence (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38886 05-21-2014 PLUMBERS CERTIFICATION DATED 12 '11-� ') I- A ed ignature ItAtON TOWN OF SOUTHOLD BUILDING DEPARTMENT WA 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#: 38886 Date: 5/15/2014 Permission is hereby granted to: Suskevich, Walter & Suskevich, Lawrence 1015 Robinson Ln Peconic, NY 11958 To: Alterations & Fire Damage Repairs to a Single Family Dwelling; Kitchen, Skylights and Chimney. Replaces expired BP 36027 At premises located at: 1015 Robinson Ln SCTM # 473889 Sec/Block/Lot# 98.-5-5 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 11/14/2015. Fees: PERMIT RENEWAL $149.00 Total: $149.00 1 diFIA��ctor TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36207 Date: 2/28/2011 Permission is hereby granted to: Suskevich, Walter & Doris 1015 Robinson Lane Peconic, NY 11958 To: Alterations & Fire Damage Repairs to a Single Family Dwelling; Kitchen, skylites, chimney. At premises located at: 1015 Robinson Lane, Peconic, NY 11958 SCTM # 473889 Sec/Block/Lot# 98.-5-5 Pursuant to application dated 2/7/2011 and approved by the Building Inspector. To expire on 8/29/2012. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $298.00 CO -ALTERATION TO DWELLING $50.00 Total: $348.00 f.f Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 `r Date. `1 New Construction: Old or Pre-existing Building: (check one) Location of Property:ID15 �D b/�U�O a ry �Cvy J C, /y l 1958 House No. Street Hamlet Owner or Owners of Property: W A-c m g + Suffolk County Tax Map No 1000, Section cj"6 Block S Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ _`""-2 A plicant Signature *pF SO�TyQI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • �Q roger.richert(-town-Southold.ny.us Southold,NY 11971-0959 'Q �yCOUNTY,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Walter Suskevich Address: 1015 Robinson Ln City: Peconic St: NY Zip: 11958 Building Permit#: 38886 Section: 98 Block: 5 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: AS BUILT DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 31 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 1 Smoke Detectors 3 Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 15 Twist Lock Exit Fixtures TVSS Other Equipment: FIRE DAMAGE REPAIR, 1-combination smoke/co detector, 4-paddle fans Notes: Inspector Signature: Date: May 21 2014 81-Cert Electrical Compliance Form.xls of so 3 6 �L-o 7 TOWN OF SOUTROLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION FRAMING STRAPPING [ J FINAL [ ] FlREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION [ 1 RRE RBIs7Aurt cONs7nucnoN [ ] RRE nLSsraNr rENIEna7wN REMARKS:LZ� ia—27 o /IvT _ DATE �- �^ �I INSPECTOR � '��+- ho�y�Of SO(/j�o� �l OF TOWN T SOU HOLD BUILDING DEPT. 1J 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION T> f ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �' �� INSPECTORZf ` TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ON [ ] FOUNDATION IST [ OUCH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS. - 1 DATE114INSPECTOR OF SOt/ly� t TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE- 3 SOF SOUr � 'yo �o • �o 114 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 ATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ) FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE Y INSPECTOR �t;M 1 i :�J�.�M 0 �• �asSi:a • 1 t; WAT 07 llp wt If MULATION PER N.Y. STATE ENERGY CODE - - ------=.�.�� A ADDITIONAL • 1 E NUS ► .► ► . 0 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST • BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 YA07 Survey SoutholdTown.NorthFork.net PERMIT NO. _ Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20 ' Storm-Water Assessment Form Contact: Approved ,20 Mail to: 10isapproved a,' ^ Phone: Expiration �� 0�9 20 cl�Ll f Building Inspector 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. �` (t lure of applic t or name,if a corporation) Co 1 S , /\C"I `� N 4. (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises �sk I;Ac (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. L S C)0(0- �A Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: lip �Dl� '�� tis�r� �anQr PGctin�� House Number Street Hamlet County Tax Map No. 1000 Section Block fj Lot lj Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and inte ed use and occupancy of proposed construction: a. Existing use and occupancy C b. Intended use and occupancy 3. Nature of work check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work �� ! ,DI d- 1 12 (Descri ion) 4. Estimated Cost '� �,Ofl J Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars a- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front G `k 6 Rear G '-t 6 Depth Height Ib' Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height — Number of Stories 9. Size of lot: Front ` d d Rear Ck Ck ,6c Depth d-7•7 ( , 10. Date of Purchase \C 1 q 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 V 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO +o.s 2.6,,s11.V"-^1( 14. Names of Owner of premises Sj ske-j A Q. Address z c- Phone No. (031 Name of Architect 1--1 a-we.W Address 6k<,'C , . %-I1,?.iSTPhone No 5)(6-316 ~00'-t3 Name of Contractor •w�S Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * 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 CON , t BUNCH Notary PoliRoe,State of New York Sc No.01BUG18M COUNTY O Quaffed in Suffolk County Commiaslon Expires Agri being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sw t efore me th� day of Q� 20LI_ r- ( -L\, &' , a, Notary Public Signature of Applicant pF SOUjyol Town HallAnnex O 54375 Main Road Telephone(631) 765-1802 P.O.Box 1179 ae F (631)765-gg502 �� roaer.richert(ry own Southold ny us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: z, Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required-information) "`Name: �uS �, • *Address: e v/c ,u til /a C'_ *Cross Street: *Phone No.: (D �23 -1 /77 Permit No.: -3 Tax Map District: 1000 _ Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES/ NO Rough In Final *Do you need a Temp Certificate: YES / NO Temp Information (if needed) "Service Size: 1 Phase 3Phase 100 15 0 200 300 350 400 Other 'New Service: Re-connect Underground Number of Meters Change of Service Overhead 4dditional Information: PAYMENT DUE WITHAP—PLICATION 82-Request for inspection Form Town of Southold Erosion 2 , edime ntation & Storm Water Run-off ASSESSMENT FORM PROPE LOCATI(3N S.QTX# THE FOLLOWING ACTIONS MAY REQUIRE —THE SUBMISSION OF A S .ORM WATER,GRADING,DRAINAGE AND EROSION CONTROL.P"N �istr tt Seegon —61`ocTc CERTIFIED BY DESIGN PROFESSIO L 1 ff THE STATE OF NEW YORK SCOPE OF WORK - PROPOSED CONSTRUCTION HEM# / WORK AWSSMEW -7 Yes No a. What is the Total Area of the Project paftis? _ (Include Total Area of ail Parcels located within '� WE this Project Retain Al Storm-Water.Run-Off the Scope of Work for Proposed Construction) Generated by a Two 01 Inch Rainfall on Ske? . b. What is the Total Area Land Clearing (S.F.lAaes) (This iteral will include-al ruD-off created by site and/or GroltT al Area Disturbance L nd Cl proposed cb and/or constriction activi�as wea as al construction ac#Ivl'ty? bus S dirt afld'the permanent creation of {SF.fAaes) irrlpervbussurfaces.) . PROVIDE BRIKF PROJECT DESCRWnON r_m@AdigtiahelPagesasNeaded) 3 Does the Site Plan and/or Survey Show AN Proposed Drainage Structures Indicating Size&Location?This Item shag tnCILWO all Proposed Grade Changes and Slopes Controlling Surface Water Flow. El 3 Does the Site Plan arwor survey descn'be the erosion and sediment control pi'adoes that will be tised to control site erosion and storm water dWw9m This item mustbe maintained throughout the Entire C01WRI61ion Period. 4 Will this Project Require.arty Land filling.Grading or Excavation where there Is a change to the Natural Existing Grade Involving more than 300 Cubic Yards of Material within any Parcel? rj Will.this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000•S.F.)Square Feet of Ground.Surface? El — 6 is there a Natural Water Course Running through-the Site? Is this Project within the Trustees jurisdicton General DEC swimp Requirements: or within One Hundred(1W)feet of a Wetland or D Submission of a SVVPPP is required for an Consiruction actMdes involving sod Beach? distucbances of one(1)or more acres:krAxmg!dWurbances of less than one we that 7 Will there be Site preparation Ort Existing are Part ora larger.cornmon plan that will ultimately disturb one orore awes of land: Grade Slopes lk"mft Construction actvgies ming sol disthxbances a leas than one(1)we where which Exceed Fiteen(15)feet of Vertical Rise to the DEC has determined that a SPDES permit is required for storm waldr discharges, . One Hundred(1607 of 1•16rtzontal.Distance? — — (SWPPP's Shat meet the Minimum Requirements or the SPRDES General Permit . 8 Will Driveways,Parking Areas or otter$nperyioug for Storm Water Discharges tram Conshuetion aca ty-Permit Na GP=0.104014 Surfaces be to 1.The SWPPP shat be prepa,ed prior b the submittal of the NOL The NOI shag be Sloped Direct Storm-Waterfight-Run-09 way g D suthr*ted to the Departrnent prior to the canrner�s nnent of rahswgron into and/or in the direction of a Town right-of Way1 2.The SWPPP shall describe the erosion andaediment control Pmctces and where 9 Will this Projed Require-the Placemen loAktterlal, W .p inrction Amm'wvhw m0n0gaI00019racbm that will be used andlbr Rembval of Vegetattion and/or the Construction of any conswxled to mduce the pokftft b slam water htsdhages and to awe Item Within the Town wM the terms and condEwis otlhts pemnt Ina AS^the SWPPP AM liigltAofWay or Road.ShfAtider Mien*Pelengel sourefs Of polluton whkih may reasonably be expected to affect the Area?M to ftm wilt ttor;nduda the inaawunn oFt)htyewatrA{lrans). quality of slam waterdtatdwrges NOTE: NArry Answer to Questions One 3.At t3WPPPs Ihat nharhagement prat gce > Nbt4isAnswer!d with a check Mark require the poaftmbucgm storm water In a Box and the construction site dlsgwbance is bt bweat aAns.F.81 Acre in aa% component shag be•prepWd by a quaNfed Design Pmbssbml I.bensed in'New York a StOnwWater,Bing.Drainage&Erosion carbo(°Pbn b Required byths Town of that is Wwwledgeabb in the prtnc�i w and Wacdioes of Stam Vhrater Ma►aganeM Southold and Mustbe Submitted for Poview,Prior Issuance of ArryBuAdbhg.Perh,at (NO E AGYKeklMarktil)-dbrAmwerbreaahQuestion isRe**Wfor aowriplebAppgcagm) STATE OF NEW YORK, H COUIV'I'Y.O ...,.. ...»�;....... ...� Notary NP��,ate of New York That I,. .......... Co�nQualified in o. S o kCounty b '(IJeiiie oftr sib riorxunentj» ..•.being duly swom,deposes and says that he/she 137he%W } � And that he/she is the .».......».»........................... Conjiah tor; :corpaai'e ollletx'eio..t ...........................................»............ Owner and/or representative of the Owner or Owners,and is drily authorized to perform or have performed the said work and to make and file this application,that all statements contained in this application are true to the best of his knowledge and belief;and ! that the work will be performed in the manner set forth in the application filed herewith. Swom to before me this; �.... ... . ...day f.... ............ V .......... Notary Public. ._.C� ......1 ....................... ..... .... ......•.... ............................ (Sgrhature of M) :FORM - 06110 FEB-28-2011 10:38 FROM: TO:7659502 P.1 : I FAX E37E�� TO: �i gn FROM: FAX: �65� �S� 2 PAGES PHONE: DATE: RE: CC: r URGENT r FOR INVIEW r COMMENT r REPLY r RECYCLE `"e.V1" rvr 6u)'Id, P �1 /I 5�skleVl IC11 t2eSt Com, D!r blHse �� r"��v,� ,G 1 CGi `! M e t1 fie, h P 3 � - 693 C� � a• P # 36 X1 a--7- 11 9_/7_( 1 BUILDING PERMIT EXAMINER CHECKLIST Date Submitted: Date Reviewed. Applicant: Owner: Architec ngineer• Estimated Cost: �� SCTM# 1000— s— s Subdivision: O Zone: Conforming? I In 110L 3 543 r Property Address: rs o City: � y�c Pre COs? Building Permits (Open/Expired): BP -Z/Go Z- ,Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z- ,Info: BP -Z/Go Z- ,Info: Single& Separate Search Required? Y or N Determination: REQ. Lot Size: ACT. Lot Size: REQ. Lot Cov. ACT. Lot Cov. REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear PROP. Rear REQ. Height. ACT. Height R e Q. 1304C SIDES A CT Project scripti n: _ Waterfront? Y r1 If yes, yKater bPanel# ood Zone: ulit lkh d/Bluff Dis nce � ADDITIONAL APPROVALS REQUIRED Suffolk County Health: Y o If yes, *Bed#: *Date: / / *Permit#: Town Septic: Y of14 If no, certification required: Y or N Received: Y or N By: _ NYS DEC: PRE-DEC 9/1/75Y o N Date: / /_ Permit#: or NJ Letter— Notes: _ Southold Trustees: Y or Date: _/_/_ Permit#: or NJ Letter—Notes: Southold ZBA: Y o> i Date: /_/_ Permit#: —Notes: Southold Planning: Y Cr I�j - Date: _/ I_ Permit#: —Notes: Town Landmark C of A: Y o&TE: / / *NYS CODE Compliance(page 2): Y or N "I CR e94= • Fee Structure: Calculation: Foundation: SF �" X $V_$ o 0 First Floor: d'2 SF + Initial Fee: $ P—o o , O v Second Floor: SF + Additional Fee (�): $ Other: SF SFX $ =$ Total: SF + Initial Fee: $ + Additional Fee ( : $ TOTAL: $ c;— 17, 0 0 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: .Ground Snow Load:20 . Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: YIN CEILING JOISTS: YIN FLOOR JOISTS:Y/N ROOF RATTERS: Y/N LUMBER SPECIES AND GRADE: YIN WINDOW AND DOOR SCHEDULE: -MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: YIN ; LIGHT 8%: Y/N g �— VENT 4%: YIN NAILING/CONSTRUCTION SCHEDULE: Y/N 01% 6° MEANS OF EGRESS: Y/N rY o PLUMBING RISER DIAGRAM: Y/N LOCATION OF FME PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: YIN CERTIFICATION: YIN ENERGY CALLS: YIN TOTAL COMPI,IENCE? Y/N (RETURN TO PAGE ONE) C v p f O a 0 ¢ J► 9 i X � i a w9 ' y t ` ua r per+ T o — if -'" ' 00 NOT OVERLOAD FAST THIS POINT wd ; Rl .. . 5 g t •ct1: �i t; ,* 'el".}•. v�,'' t ':. ' ., 1 C� ^'�t:PYA,li�!jF�g��;,flt�'� " y kq . r-d• r r� a� 4 y r rub • ,. IY�a SUFF.CO.HEALTH DEPT.APPROVAL H.S. X OWNIrm:... j,' SUFFOLK COUTT= EZAL7H DZFARTL'ZN1 JUL 6- 1978 DATE Fl. D. U-7. 5<�,-' 7 R7 rH- )2z% The sowap-0 tell ):Ij�-E teen (Tel. Inspected h-1 0IT--- 0:11i AFtr.A- 20,8f-5 s?. -', r f*. to bo sa t i s f a c t-p DEERE Nlo4 Chief of Gem,,NII ;ranee:ing 0 L blacklo drive "`LOT u AJ.75 • -7 ro 0 .0 b, T* raw r( % � j 10 p C) ITT > cz- u, 'A c- �D o 47L 9 cn 0 7,F Ta 207.71 VSCALE! LoT ttromomerrf, vo orrfi ircm pipe 20.0 at t,,WCor-rfet-. 70 IRE SU;VtY IS A Vt^.LAT*N Of r� SECTION 7209 OF THE NEW 101K SIAI 50 TION LAW. COPIES OF THIS SURWI MAP NOT 6": IRE LAND SURVEYOR':.rc:.D Si At 02 FMBOSSED SEAL SHA:!1:,T Lk COGSIM Cl TO BE A VAUD r.C. -:Ff. GUARANTM i�' ONLY TO Te::. MICHAEL-A 111111 CC--A,. UENC.1,G a CERTtF: MAP OF LOT At-rier-rr-cerr -rifle lrjfL.,,%7tjc& SEAL LPEGONIG Bt ti' OAeS� Otto( It- -Hae Sac Hrold Savi*m7s Bar& 65 Ik Co. F i I& t4c,l,No.-R-34 as 5ur-v,--y4;,c/June 8,197's FPECAT RODERICK VAN TUYL. P. C. v1_ LIC.LAND SURVEYORS-GkEtkPORT. TEST HOL SUFF.CO.DEPT.OF HEALTH SERVICES STATEMENT OF INTENT 0* FOR APPROVAL OF CONSTRUCTION ONLY THE WATER SUPPLY AND SEWAGE DATE: DISPOSAL SYSTEMS FOR TF41S Rr-SI- DENCE WILL CONFORM TO THE H.S.REF.NO.: SU 1 STANDARDS OF SUFFOLK CO. DEPT. OF HEALTH. SERVICES. APPROVED: EST 17' APPLICANT FEB-28-2011 10:38 FROM: TO:7659502 P.2 REScheck Software Version 4.3.1 Compliance Certific e P�V11�p N L Project Title: SUSKEVITCH RESIDENCE Energy Code: 2007 New York Energy Conservation Cc Construction Code Location: Suffolk County,New York N 4 � —d Construction Type: Detached 1 or 2 Family a ,Y Heating Type: Non-Electric \\� Glazing Area Percentage: 6%e Heating Degree Days: 5750 h'r�`1:"n G ti �$ Construction Site: Owner/Agent: De nedContractor: 1015 ROBINSON LANE G G LLEWELLYN PECONINC,NY 117958 LL ]t(VELLYN ENGINEERING 61 HINNECOCK HILLS RD. S THAMPTON,NY 11968 Compliance:11.2%Better Than Code Maximum UA;428 Your UA:381 The%Batter or Worse Thea Code index reflects how close to ow*harm the haeme Is based on code pude-ell rules, It DOES NOT provide an ealimate of anergy uye or coat relative to a mlydmum-code home, Grossent. Glazing UA Assembly Perimeter o . Floor 1:All-Wood JoistrTruss:Over Unconditioned Space 1923 19.0 t 0.0 90 Ceiling 1:Flat Ceiling or Scissor Truss 1568 30.0. 0.0 55 Gelling 2.Cathedral Ceiling(no attic) 355 33.0 0.0 11 WAIL 1;Wood Frame, 16"o.c. 128 13.0 0.0 7 3042 DH:Wood Frame:Double Pane 9 fi 1 0.470 4 304.2 DH:Wood Frame.Double Pane 9 0.470 4 3068 SOLID:Solid 19 0.470 9 WALL 2:Wood Frame,16"o.c. 55 13.0 0.0 5 WALL 3:Wood Frame, 16"o.c. 189 13.0 0.0 6 8070:Solid 56 0.470 26 8070:Solid 56 1 0.470 26 Wall 4:Wood Frame,16°o.C. 176 13.0J 0.0 14 Wall 5:Wood Frame,16"o,c. 88 13.Oj fl 0.0 7 Wall 6:Wood Frame,16"oz. 80 13. 0.0 6 3046 DH:Wood Frame:Double Pane 10 0.470 5 Wail 7:Wood Frame,16'o.c. 428 13:0 0.0 31 G33:Wood FrarnecDouble Pane 5 p 0-470 2 G33:Wood Frame-Double Pane 5 0.470 2 3042 DH;Metal Frame with Thermal Break:Double Pane 9 U 0.470 4 PS51168:Glass �, 30 t 0.450 14 Wall 8;Wood Frame;16"o.c. 261 13.q 0.0 23 Wall 9:Wood Frame,1.W ox, 199 13. ' 0.0 15 3042 DH:Wood Frame:Double Pane 9 � 0.470 4 3042 DH*Wood Frame:Double Pane 9 � 0.470 4 Wall 10:Wood Frame,16"o.c. 80 13. I 0.0 7 Furnace 1:Forced Hot Air 90 AFUE The proposed building represented in this document is consistent with the building plans specations,and other calculations Submitted with this permit;application.The proposed systems have been designed to most thi 2007 Neo work Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this 08�-;'they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in complian kith this Code. t � l .Y i C 7Z rn 1-y < NOTES: _ PLUMBING ALL PLUMBING WAS SCOPE OF WORK: 1.It+11 &;NES? ; REMOVE ANDREPLACE EXISTING � ROOF C7, NSTRUCTION: TESTING&WATE'BEFOAE C"FONG ROOF STRUCTURE,SHEATH INC*, i RIDGE VENT 40 1 NAM ASPHALT SHINGLES AND SHINGLES. � ON 300 FELT -n 31/2" X 11-1/8" APB RIDGE ICE SHIVLD TO 24" INSIDE EXTERIOR WALL REMOVE AND REPLACE EXISTING -° W/ SIMPSON LSTA20 HANGERSINSULATION. EVERY RAFTER 2"X 10" a`'OOF RAFTERS 16" O.C. rn 12 12 1"X8" FASCIA BOARD PRE PRIMED AND PAINTED REPLACE LITCHI=N AND BATHROOMS CONTIN1IOUS ALUMINUM GUTTERS W/ 1/8" PITCH PER NEW INSULDOME SKYLIGHT FOOT M'11N.) PITCH TO DOWN SPOUTS REMOVE AND REPLACE EXISTING 45-1/2" X 45-1/2" 1/4" PL"t-`WOOD SOFFIT WITH CONTINUOUS SOFFIT VENT SHEETROCIG. j W/ MOTOR TY P. INSULATION ® SMOKE DETECTOR TO BE , W/ STROFOAM BAFFLES INSTALLED PER NYS CODE 8313.1 SIMPSON H2.5.4HURRICAN TIE DETE oR APPROVED AS NOTED O CARBON MONOXIDE TO BE > AT EVERY RAFTER z INSTALLED PER NYS CODE M313A SOFFIT VENT DAT Ei B.P. # ALL AROUND FEE: �r= BY NOTIFY BUILDING DEPARTMENT AT KITCHEN 765-1802 8 AM TO 4 PM FOR THE ELECTRICAL FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED INSPECTION REQUIRED INSTALL FOR POURED CONCRETE �� NEW R-13 INSULATION 2. ROUGH-FRAMING,PLUMBIN , LIVING ROOM STRAPPING, ELECTRICAL CAULKING �� OF NEh, Y 3. INSULATION P ANL4FO l SPRAY 4 SEAL 2" X 8" FJ 18" O.C. 4. FINAL-CONSTRUCTION&ELECTRICAL ALL STUDS 4 MUST BE COMPLETE FOR C.O. PLYWOOD 3/4" PLYWD. SUB PLR. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW cry Z w YORK STATE. NOT RESPONSIBLE FOR w 6 DESIGN OR CONSTRUCTION ERRORS. i s GRADE v �A 068646 ROFES S 1 ONS v INSTALL NEW CH ALL CODES OF — — — — — — — — — — — — — — — — — — R-13 INSULATION NEW YORK STAT C & TOWN CODES FF :..:. _ _ ���: -: � AS REQUIRED AND CONDITIONS O I I I SOUTHOLD TOWN ZBA LEWELLYN ENGINEERING SOUTHOLD TOWN PLANNING BOARD 61 SHINNECOCK I I EXTEND EXISTING I I HW OILS i I : . .. . : ... .. :... : ... :. . .� SOUTNOLDTOWN TRUSTEES HILLS RD. :.. : SOUTHAMPTON, N.Y. I LANDING te" OR 2 i Q i I I � I I �"�'``- � -' �.,.—:_:___.. _...� N.Y.S.DEC TREADS L 11968 —— —— —J I I 516.375.0093 Q Ir. TYPE "X" o l I LewefewL7a aol.com SHEETROCK I I PLUMBER 0ERTll%A7.1 NV I ( 3" COLUMN I CSN LEAD'C6AjTENT BEFORE SECTION A CERTIFICATEOFOCCURANCY :! PROJECT: RETAIN STORM WATER RUNOFF J _ _ _ SOLDER USED IN WATER PURSUANT TO CHAPTER 236 — — — — — � -1 (3) 2" x 1m" (- � (3) 2" x im" DROPPEa � � (3) 2" x 1m" � -1 1 /4" = 1 -011 OF THE TOWN CODE. SUPPLYSYSTEM CANNOT I- - L I J L_ I J L J I EXCEED 2/10 OF 1%LEAD. 1015 ROBINSON LANE PECONIC , N.Y. 11066 I 11 ' I INSTALL l2) 2" x 8" .c► I Y I Its;. TALL (2) 2 X 8 _ I 'AIDER PT. LOAD I I UNDER PT. LOAD I I I ABOVE r (3) 2" X tm" DROPPED F- -1 ABOVE u I IL_ X I I I I ( REVISIONS: x I FOR PERMIT 1 /26/11 I I � II I (3) 2"' X 10" GIRDER I Q i i I � I i i I I I O I I I I I — — — — — DATE: 1 /26/11 24'-1m " SCALE: 1 /4"=12-0 DRAWN BY: JGC CHECKED BY: G.L. DRAWING TITLE: FOUNDATION PLAN & BUILDING SECTION FOUNDATION PLAN 1 /411 _ 1 1-011 ��jj DRAWING NUMBER: C T,, m C NOTES; i SCOPE OF WORK: �w REMOVE ANDREPLACE EXISTING ROOF STRUCTURE,SHEATH INC, AND SH INGLES. Q 11'-0" 53'-b" REMOVE AND REPLACE EXISTING -° INSULATION. m REPLACE KITCHEN AND BATHROOMS CIO REMOVE AND REPLACE EXISTING SHEETROCK. c3 ® SMOKE DETECTOR TO BE , INSTALLED PER NYS CODE R313.1 CExISTING WOOD DEGK� ® CARBON MONOXIDE TO SE > INSTALLED PER NYS CODE 8313.4 � B REPLACE DAMAGED CHIMNEY FLUE PIPE INSTALL ALL si-i 2 AND REPAIR BRICK PER NY CODE. NEW CABINETS, COUNTERTOPS < APPLIANCES — — — — — — — — — — — —1 OF N E y EXISTING y REPLACE WINDOW $L (2) 3030 60,60 SGD DH 3042 L�F�O�'>^ CDP P Ir .� o I DW 1 Cp � 0 � Z wuj a 1:1 i CHa1r! 2� C4 -PORI 011CA COUNTERt m 14'-9" LINOLEUM 11'-0" 14'-0" � X68646 '¢ PAMILI'' ROOM oAROFESS�ON4 1 LAUNDRY (2) 2" X 10° NSULDOMIS CARPET BEDROOM �U X LINOLEUM -_ SIC©LIGHTS UNDSKYLIGHt NEW � o CARPET � ' W5 MOTOR 5-1/2` 10 INSULDOM W/ JOISTL UP s" SKYLIGHT HANGERS _ SKYLIGHT SKYLIGHT4&-1/ " -1/2„ LLEIJVELLYN ENGINEERING W/ MOTOR - — ` 0 X UP �" i O O (2) 2" x 10" _ �„ 04 61 HILLS RD. CK 17�1REP AROUND SOUTHAMPTON, N.Y. O O SKYLIGHTS S C ao INSTALL NEW EXMNr.> EXISTING _ W/ JOIST 4�� x b" POST g 11968 HANGERS 1.100 FIRE RATED LA1rlDING 1b" DR 2 FREESTANDING OPEN "y'* TO RIDGE - 516.375.0093 ROOF CONSTRUCTION: DOOR TO OPEN TREADS W/ MICROWAVE/PAN ` - " X 111-�" A.PS. RIDGE Lewelew�aol.com �+ _ _ — — 40 YEAR ASPHALT SHINGLES INTO GARAGE — — J ONWO FELT 4" x b" POST 4" x b" POST THEDRAL CEILING CL 0 4 X b POST ICE SHIELD TO 24" INSIDE sx- IOR WALL TO RIDGE � � ," C ABOVE � PROJECT: j t � ®� � � 2"X 10" ROOF RAFTERS 16" O.C. YBATH 1,5<&,, FASCIA BOARD PRE PRIMED AND PAINTED TD RIDGPOST 3- " x 11- " A.PS. RIDGE 4068 LiVc RPET c' TILE p OOT CONTI0 N.) PI CHINUM DOWNESPOUTS 8'I PITCH PER 1015 ROBINSON LANE _ e► 4068 y-� 1111111114111 //402 4" X b" POST ATTIC FAN )•-C RIDGE VENT 1/4" PL"WOOD SOFFIT WITH CONTINUOUS SOFFIT VENT 0 0 PECONIC , N.Y. 11968 TO RIDGE g G _ 3 1/2" x it-1/8" APB RIDGE TVP. :o ;Q AR / W/ SIMPSON LSTA20 HANGERS EVERY RAFTER u = 2" X 12"' PLATE ON FLAT 2" X 12" RIDGE El � 1��, FOR LAY OVER VALLEY TILE N N / � I 2" x 12" PLATE NEW INSULDOME SKYLIGHT 777/77=� ON PLAT -- - - - - - - - - — — — I I — — — S G � OR LAY OVER I 45-1 W MOTOR HHHH 0 VALLEY INSULATION R-30 INSULATION REVISIONS I I I I I R-30 2" X 12" PLATE W/ STROPOAM SAPFLES 2" x 10" CEILING JQIST tb° v.c. 1 FOR PERMIT 1/26/11 POR LAON PLATY DYER = 2068 N I S C O p I VALLEY SIMPSON H2 T EYERYYIRAPTER 1/2 " DRYWALL 0 0_ L�EDROOM Q ivBEDROOM ' I SOFFIT VENT CARPET nc 0 I I _ ALL AROUND Q ® x FAMILY ROOM 2068 - N 9'-10'1 2'-01,� 11--bill. �.• BEDROOM 11'-b� — — — — — — — — — — — BALL STUDS t INSTALL NEW R-13 INSULATION DH 3042 DH 3042 I PLYWOOD Q EXISTING BRICK HEARTH REPLACE DAMAGED 2" X 8" PJ 0 16" O.C. CHIMNEY PLUS PIPE 3/4" PLYWD. SUB PLR. AND u BRICK PER NYREPAIR CODE. GRADE INSTALL NEW DATE: 1 /26/11 INSTALL NEW R-19 INSULATION R-19 INSULATION SCALE: 1 /4"=1 '-0'p DRAWN BY: JGC :. .. CHECKED BY: G.L. DRAWING TITLE: SECTION B FIRST FLOOR PLAN V4" = 1 '-0" FIRST FLOOR PLAN 1 /411 /4" - 1 f-o" DRAWING NUMBER: A- 2 X. C {I7 m C C� SCOPE OF WORK: �c0 REMOVE ANOREPLACE EXISTING -- ROOF STRUCTURE,SHEATHING, i� AND SHINGLES. -n REMOVE AND REPLACE EXISTING INSULATION. m REPLACE KITCHEN AND BATHROOMS REMOVE AND REPLACE EXISTING SHEETROCK. 12 12 ® SMOKE DETECTOR TO BE , 0 EJ INSTALLED PER NYS CODE 8313.1 © CRSON MONOXIDE TO BE ]' A '� YEAR INSTALLED PER NYS CODE R313.A � 40 YEAR ASPHALT SN INGLES' ASPHALT SHINGLES TYP TYP mom �� o� NEW Y ® P P��pN LCF�LO9'f, U —LLLLD * 0 `�r * i n Z w ILIw I m2 ? 4 ��O 06864iLLLIU ilia- 6 I �I A�QPES 5 94tyP. Hi LLEWELLYN ENGINEERING PROPANE TANKS PROPANE TANKS — — 61 S H I N N E C O C K REPLACE WINDO — — HILLS EXISTING CONCRETE � I SOUTHAMPTON, N.Y. C EXISTING CONCRETE 11968 FOUNDATION WALL — — — — — FOUNDATION WALL — 516.375.0093 — — I — - - r 1___ — — — - - - - LewelewC@aol.com FL PROJECT: NORTH ELEVATION EAST ELEVATION 1 /4" = 1 '-0" 1015 ROBINSON LANE PECONIC , N.Y. 11968 REVISIONS: FOR PERMIT 1/26/11 12 12 F71 12 12 ® 4m YEAR 40 YEAR ASPHALT SHINGLES ASPHALT SHINGLES TYP TYP Li ELECTRIC DATE: 1 /26/1 1 LLLLLU METER SCALE: 1 /4"=1 '-O" ILL LLL J DRAWN BY: JGC 1 CHECKED BY: G.L. EXISTING CONCRETE - - - - - - - - - - - - - - C FOUNDATION WALL C EXISTING CONCRETE DRAWING TITLE: FOUNDATION WALL i - - - - - - - - - - - - - - � ELEVATIONS DRAWING NUMBER: SOUTH ELEVATIION WEST ELEVATION X. X. c W 7\ M C NOTES: i= SCOPE OF UJORK: REMOVE ANDREPLACE EXISTING ROOF STRUCTURES!-IEATH ING, AND SHINGLES. NAILI 'Nk ' G SCH DUL NOTE: ROOF VENT SHALL BE "RIDGE FILTER SHINGLE VENT" AS MANUFACTURED BY 'AIR VENT INC.' (A CERTAINTEED GO.) - OR REMOVE AND REPLACE EXISTING APPROVED EQUAL. INSTALL IN ACCORDANCE WITH MANUFACTURES RAFTER STRAPS- SIMPSON 40 YEAR ROOF SHINGLES INSULATION. SPECIFICATIONS COLOR TO MATCH NEW ROOF SHINGLES. LSTA-20. 1 1/4" STRAP EVER OWNER OVER 30 M FELT M RAFTER- NAILED WITH (4) 8 —PAPER OVER 1/2" CDX REPLACE KITCHEN AND BATHROOMS t COMMON EACH SIDE. PLY SHEATHING NAILED TABLE 3.1 1FCM NAILING SCHEDULE - PRESCRIPTIVE DESIGN IN ACCORDANCE WITH CONTINUOUS RIDGE SPECS. REMOVE AND REPLACE EXISTING VENT TYP. SHEETROCK. —` RIDGE (REFER Joint Description Number of Nails Nail Spacing TO PLANS) 40 YEAR ROOF SHINGLES 2" X 1m' ROOF RAFTERS a 16" O.C. ® SMOKE DIET=TOR TO 1:35 OVER 30 * FELL ,INSTALLED PER NYS CODE 8313.1 ROOF RAFTERS (REFER PAPER OVER 1/2" COX R-30 BATT INSULATION TYP. C) ROOF FRAMING TO PLANS) PLYWOOD SHEATHING O CARBON MONOXIDE TO SE > Rafter to To Plate C Toe -nailed ) 3-Sd Per Rafter NAILED IN ACCORDANCE Top WITH SPECIFICATIONS PROVIDE ICE SHIELD TO 24 INSTALLED PER NYS CODE 8313.4 Ceiling Joist to Top Plate ( Toe -nailed 3-Sd Per Joist 2" x im" 2" X im" INSIDE EXTERIOR WALL Ceiling Joist to Parallel Rafter ( Face-nailed ) a-led Each Lap Ceiling Joist Laps Over Partitions ( Face-nailed ) 9-16d Each Lap ATTIC! CONT. ALUM.GUTTERS W/ 1/8" PITCH O PER FOOT (MIN.) PITCH Collar Tie to Rafter ( Face-nailed ) 6-SCI Each End of Strap TO DOWN SPOUTS Blocking to Rafter ( Toe-nailed ) 2-9d Each End ATTIC SPACE fi<o�, CONTRACTOR TO LOCATE Rim Board to Rafter ( rand-nailed ) 2-16d Each End SIMPSON H2bA STRAP OF Nile- CUT BACK PLYWOOD SHEATHING TIES 0 EACH RAFTER TYR Y WALL FRAMING 1/2" MIN. TO ALLOW FOR AIR FLOW ��,PI Ltd O,p (2) 2"X4" TOP PLATE * CSP �r Top Plate to Top Plate ( Face-nailed ) 2-16d (1) Per Foot RIDGE VENT DETAIL I" X 6" PRE-PRIMED FASCIA Top P14tes at Intersection ( Face-nailed ) 4-led Joint&-Each Side NOT TO SCALE BOARD-WRAP W/ ALUM. n c9 g z w TYP. THROUGHOUT rn w Stud to Stud ( Face-na i led ) 2-led 2-4"o.c. z� z Header to Header ( Face-mailed led 1611o.c. Along Edge R-Is INSULATION CONT. TYP.T. VIN LLSOFFOVER T �� 0886VENT 03 `C 1` Top or Bottom Plate to Stud ( End-mailed ) Flashing Under Siding and Over VINYL SOFFIT TYP. �ROFESS�4NP�. /li `► Per 2"x4" Stud 2-16d Per 2"x4" Stud Or Back of Deck Rim Joist INTERIOR EXTERIOR Per 2"x6" Stud 3-16d Per 2"x6" Stud Per 2"xS" Stud 4-16d Per 2"xS" Stud 2" x 6" Decking 2"5<4" WOOD STUDS CEDAR SHINGLE SIDING �I a 16" O.G. Bottom Plate to Floor Joist, Bandjoist, 2" X 1s?i"CCA Deck Joist 16"oc. Per Foot 1/2 GYPSUM WALLBOARD End "Dist or Blocking ( Face nailed ) 2-16d (12 ) LLEWELLYN ENGINEERING � g , FLOOR FRAMING 61 SHINNECOCK HILLS RD. Joist to Sill, Top Plate or Girder ( Toe-nailed ) 4-Sd Per Joist SOUTHAMPTON, N.Y. Bridging to Joist ( Toe-nailed ) 2-8d Each and 11968 Blocking to Joist ( Toe-nailed ) 2-Sd Each End Simpson Strong Tie Connector OLU206 or Equivalent 516.375.0093 Bio,--kin to Sill or To Plate ( Toe-nailed ) 3-16d Each Block Nail with 1O-1md Galvanized or Zinc Plated Nails g p Lewelew@aol.com Ledger Strip to Beam ( Face-nailed ) 3-16d Each Joist " x 4" lag bolts 12" o.c. top and bottom and located Joist on Ledger to Beam ( Toe-nailed ) 3-Sd Per Joist not closer than 2" from top and bottom edges. Band Joist to Joist ( End-nailed ) 3-16d Per Joist PROJECT: Band Joist to Sill or Top Plate ( Too-mailed ) 2-led (1) Per Foot 2"x10" GGA Ledger Board GRACE V1000R BEHIND LEDGER BOARD ROOF SHEATH ING Structural Panels 1015 ROBINSON LANE Perimeter Edge Zone ad - 6" O.C. Edge - 6" C.C. Field At Panel Edges TYPICAL LEDGER DETAIL REAR STEPS STRAPPING DETAILS PECONIC , N.Y. 11968 Interior Zone ad - 6" o.c. Edge - 12" o.c. Field Along Rafters NOT TO SCALE NOT TO SCALE Gable Endwall Rake and Rake Truss 4-8d (1) - 4" Centers Along Support Diagonal Board Sheathing 2-Sd Per Support 1"xb or i"xS" - 12"or 16" Rafter Rafter Spacing 1"xlG" or wider - 12"or16" Rafter Spacing 3-Sd Per Support STRAPPING DETAILS CEILING SHEATHING NOT TO SCALE REVISIONS: Gypsum Wallboard 5d Coolers 1" Edge/10" Field 0 FOR PERMIT 1/26/11 WALL SHEATHING 0 Structural Panels Q Perimeter Edge Zone ad - 6" Centers At Panel Edges Interior Zone ad - 12" Centers Along Rafters 0 Fiberboard Panels 1/16" 6d 3" Edge/6" Field 0 25/32" ad 3" Edge/6" Field Gypsum Wallboard 5d Coolers 1" Edge/10" Field Hardboard Perimeter Edge Zone ad - 6" Centers At Panel Edges Q Interior Zone ad - 12" Centers Along Rafters Particle Board Panels Q Perimeter Edge Zone ad - 6" Centers At Panel Edges Interior Zone ad - 12" Centers Along Rafters Q Diagonal Board Sheathing 1"x6" or I"x8" 2-8d Per Support I"xI0" or wider 3-Sd Per Support FLOOR SHEATHING DATE: 1 /26/11 Structural Panels SCALE: 1 /4"=V-0" Ill or less ad 6" Edge/12" Field greater than V lod 6" Edge/6" Field DRAWN BY: JGC Diagona�f Board Sheathing 1"x6" or I"x8" 2-Sd Per Support CHECKED BY: G.L. I"xIV or wider 3-Sd Per Support DRAWING TITLE: NAILING SCHEDULE/ STRAPPING DETAILS DRAWING NUMBER: X. X_ C C.rD 77 rn I r� FRAMING NOTES I� w GENERAL CONDITIONS 1) THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL DIMENSIONS AND CONDITIONS ON THE JOB. WHERE CONDITIONS PREVENT OBTAINING DIMENSIONS THEY SHOULD BE 1) ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 OR BETTER IN AN S-DRY CONDITION. I I CHECKED BY ENGINEER. 2) ALL SILL PLATES THAT SIT ON CONCRETE TO BE A MINIMUM DOUBLE 2X6 ACQ PRESSURE TREATED. FASTENING OF RIM BOARD TO SILL TO BE 10D TOE NAILS 6' ON � Ti ERALL 2) CONSTRUCTION CONTRACTOR AND HIS SUBCONTRACTORS AGREE THAT IN ACCORDANCE WITH GEN Y ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR AND HIS CENTER. ALL NAILS PENETRATING INTO THE PRESSURE TREATED SILL PLATE SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL SUBCONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT G) MINIMUM ON EACH SIDE OF THE CONCRETE WALL INCLUDING SAM TO ALL PERSONS AND PROPERTY AND THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO WORKING HOURS. 3) TERMITE SHIELD SHALL BE EITHER COPPER OR COP -R-TIX AND EXTEND 1' SILL SEALER TO BE USED WITH THIS m CONTRACTORS AGREE TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONALS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PRODUCT. CTI PERFORMANCE OF WORK ON THIS PROJECT. 4) TWO ROWS OF BLOCKING TO B INSTALLED EVERY 4' ALONG CONCRETE WALLS WHERE THE FIRST FLOOR JOISTS ARE RUNNING PARALLEL TO THE FOUNDATION WALL THE 3 ALL WORK PERFORMED BY THE CONTRACTORS SHALL CONFORM TO THE REQUIREMENTS OF LOCAL, MUNICIPAL, STATE AND FEDERAL LAWS AS WELL AS ANY OTHER GOVERNING PLYWOOD FLOOR IS TO B NAILED INTO THIS BLOCKING. } co co REQUIREMENTS, WHETHER OR NOT SPECIFIED ON DRAWINGS OR IN SPECIFICATIONS. CONTRACTOR TO BE RESPONSIBLE FOR REQUIRED INSPECTION(S) OF HIS WORK. 5) FASTENING OF EXTERIOR PLYWOOD TO RIM JOISTS (BOX BEAM) AND DOUBLE TOP PLATES TO BE 2 ROWS OF 8D NAILS 3' ON CENTER. FASTENING OF PLYWOOD TO DOUBLE 4) THE CONTRACTORS SHALL NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY IF HE CANNOT COMPLY WITH THE WORK CALLED FOR ON THE DRAWINGS. SILL PLATE TO BE 3' ON CENTER STAGGERED INTO EACH 2X MEMBER. HITECT ENGINEER OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, NOTES, SPECIFICATIONS AND FIELD CONDITIONS BEFORE 6} FASTENING OF TOP AND BOTTOM PLATE ON INTERIOR WALLS TO BE (2) 16D NAILS EVERY W. TOP PLATE TO BE CONNECTED TO CEILING JOISTS OR WITH BLOCKING SPACED 5} THE CONTRACTORS SHALL NOTIFY THE ARC / NOT MORE THAN 12' ON CENTER WITH (2) 16D NAILS EVERY 127 . COMMENCING ANY WORK AND REQUEST CLARIFICATION. CD 6) CONTRACTOR TO VERIFY NEW WORK WITH SURVEY. 7) ALL DECK LEDGERS TO BE PRESSURE TREATED 2X MATERIAL. LEDGERS TO BE ATTACHED WITH %' X 4' LAG BOLTS 12' O.C. TOP AND BOTTOM AND LOCATED NOT CLOSER D THAN 2' FROM TOP AND BOTTOM EDGES. ALL RAILING POSTS TO BE CONNECTED W/ SIMPSON STRONGTTE DTT2/HD2AHDG DECK TENSION TIES (<WWW.STRONGTIE.COM/DECK>). 7) CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING, FITTING OR PATCHING TO COMPLETE THE WORK OR MAKE THE PARTS FIT TOGETHER PROPERLY. 8) ALL HEADERS TO BE (2) 2X12 OR (2) 1-3/4 X 11-7/8 MICROLAMS UNLESS NOTED OTHERWISE. 8) THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE REMOVAL OR REPLACEMENT OF DAMAGED OR DEFECTIVE MATERIAL OR POOR WORKMANSHIP. THEY SHALL REPLACE OR REPAIR AS DIRECTED BY THE ARCHITECT/ENGINEER, ALL SUCH DAMAGED OR DEFECTIVE MATERIALS, WHICH SHALL APPEAR WITHIN A PERIOD OF TWO YEARS FROM THE DATE OF 9) DOUBLE FLOOR JOISTS SHALL BE LOCATED UNDER ALL PARALLEL PARTITIONS UNLESS NOTED OTHERWISE SPACING BETWEEN FLOOR JOISTS SHOULD ALLOW FOR PLUMBING IN SUBSTANTIAL COMPLETION OF THE JOB. PLUMBING WALLS. 9) THE CONTRACTOR(S) SHALL REMOVE ALL RUBBISH, WASTE MATERIALS AND SURPLUS MATERIALS THAT ARE A BY-PRODUCT OF THEIR WORK. 10) ALL FLOOR JOISTS MUST BE RESTRAINED AT THE ENDS TO PREVENT ROTATION BY EITHER A RIM JOIST, END BLOCKING OR JOIST HANGERS SUPPORTING THE DEPTH Of THE JOIST. 10)CONTRACTORS SHALL PROVIDE ALL NECESSARY PROTECTION FOR HIS WORKERS. 11} FLOOR PLYWOOD TO BE GLUED AND NAILED TO FLOOR JOISTS 4' ON EDGES AND 6" IN FIELD WITH 8D COMMON NAILS. 11)THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS ARE SUPPLIED TO ILLUSTRATE THE DESIGN AND THE GENERAL TYPE OF CONSTRUCTION DESIRED AND ARE INTENDED 10 IMPLY THE FINEST QUALITY OF CONSTRUCTION, MATERIAL AND WORKMANSHIP THROUGHOUT. 12) ALL WALLS OVER 8' HIGH TO BE BLOCKED AMID-SPAN. �� pF NEW Y 12)THE CONTRACTOR(S) SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DRAWINGS ON THE SITE DURING ALL PHASES OF CONSTRUCTION FOR USE BY ALL 13) ALL POST WIDTHS TO BE AS WIDE OR WIDER THAN MULTIPLE MEMBER WIDTH THAT IT IS SUPPORTING. C-2 P��,pN L(F�0 TRADES. 14) 2X6 STRONG BACKS (2) ON ALL CEILING JOISTS 8' O.C., UNLESS THE CEILING IS AN ENGINEERED FLOOR WOIST. Q r 13)NO CHANGES OR MODIFICATIONS TO THE WORK SHALL BE MADE WITHOUT APPROVAL OF THE OWNER AND/OR ARCHITECT/ENGINEER. FAILURE TO OBTAIN THIS APPROVAL SHALL * `t CAUSE THE CONTRACTOR OR SUB-CONTRACTOR TO ASSUME FULL RESPONSIBILITY FOR SUBSEQUENT MODIFICATION OF THE WORK REQUIRED BY OWNER OR ANY REGULATORY 15) SPLICES OF TOP PLATES SHALL NOT BE CLOSER THAN 6'. STUDS TO FALL UNDER "LL SPLICES, TOP AND BOTTOM. STUDS TO UNE UP VERTICALLY WITH ROOF RAFTERS UJ a:_ ' AUTHORITY. WHEREVER POSSIBLE. n Z 16) ALL GABLE END WALLS WITH CATHEDRAL CEILINGS TO BE BALLOON FRAMED UNLESS OTHERWISE SHOWN. m 14)THE ARCHITECT/ENGINEER ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND ZU' ) PROGRESS IN CONJUNCTION WITH THE WORK. THERE ARE NO WARRANTIES, NOR ANY MERCHANTABILITY OF FITNESS, NOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE PIANS 17) EXTERIOR WALL PLY TO COVER ROOF TOP PLATE COMPLETELY AND BE NAILED WITH 8D COMMON NAILS 3" ON CENTER, STAGGERED INTO BOTH THE TOP AND BOTTOM PLATE. � 08864 iOR �,Q`� OF THESE 15)THE CONTRACTOR SHALL RETAIN THE SERVICES OF LICENSED PROFESSIONALS FOR CODE COMPLIANCE FOR THE ELECTRICAL, MECHANICAL AND PLUMBING SYSTEMS WHICH ARE NOT 18) ALL ROOF AND WALL PLYWOOD TO BE NAILED WITH 8D NAILS 4' O.C. ON EDGES AND 6' IN THE FIELD UNLESS OTHERWISE NOTED. NAIL HERDS SHALINOT PENETRATE pF PART OF THESE DRAWINGS. ALL WORK BY ELECTRICAL, MECHANICAL AND PLUMBING CONTRACTORS SHALL BE IN ACCORDANCE WITH BUILDING AND RESIDENTIAL CODE OF NEW SURFACE OF PLYWOOD. NAIL GUNS NEED TO BE SET TO THE PROPER PRESSURE. YORK STATE 19} EXTERIOR PLYWOOD SHALL BE CONTINUOUS OVER ALL PLATE TO PLATE AND PLATE TO RIM BOARD INTERFACES AND MAY BUTT TOGETHER AT MID-DEPTH ON RIM BOARD. L L E W E L LY N ENGINEERING EXTERIOR PLYWOOD TO RUN CONTINUOUS FROM SILL PLATE OVER RIM JOIST TO STUDS. `L' SHAPED PLYWOOD TO BE PLACED AROUND UPPER WINDOW AND DOOR GENERAL NOTES CORNERS. 61 SHINNECOCK IOG"1TON LIVE LOAD DEAD LOAD L.L. DEFLECTION 20) THREE ROWS OF BLOCKING TO BE INSTALLED EVERY 4' ALONG GABLE RAKE WALLS. THE PLYWOOD ROOF IS TO BE NAILED INTO THIS BLOCKING. FIRST FLOOR 40 PSF 10 PSF L/480 21) ALL ROOF RAFTERS TO BE CONNECTED TO TOP PLATE WITH SIMPSON H2.5A HURRICANE TIES UNLESS OTHERWISE SHOWN. HIP RAFTERS TO BE TIED TO TOP PLATE WITH HILLS O SECOND FLOOR 40 PSF 10 PSF L/480 SIMPSON HCP4 (DOUBLE HIP) OR HCP1.81 (SINGLE HIP). NOTE THAT PARTIALLY ENCLOSED STRUCTURES SHALL USE A SIMPSON HID HURRICANE TIE. SOUTHAMPTON, N.Y. 1968 DECKS 45 PSF 10 PSF L/360 .375.0093 EXTERIOR BALCONY 60 PSF 10 PSF L/360 22) INTERIOR SHEAR WAILS TO BE N' PLYWOOD, NAILED WITH 8D NAILS 3' O.C. ON EDGES AND 6' IN FIELD WITH ALL EDGES BLOCKED AND NAILED UNLESS OTHERWISE NOTED. 516. PORCH (ENCLOSED) 40 PSF 10 PSF L/480 BOTTOM PLATE TO BE NAILED INTO JOISTS BELOW WITH 16D NAILS 3' ON CENTER. Lewelew@aol.com ATTIC (NON-STORAGE) 10 PSF 5 PSF L/240 ATTIC (STORAGE) 30 PSF 5 PSF L/240 23) ALL EXTERIOR COLUMNS TO HAVE CONTINUOUS GALVANIZED METAL STRAPS FROM GIRDER BELOW TO GIRDER ABOVE. STRAPS TO BE SIMPSON CS 16 AND CONNECTED WITH CEILINGS W/PLASTER 40 PSF 20 PSF L/360 (11) 10D COMMON NAILS EACH END. ROOF (W. FIN. CLG.) 25 PSF SNOW 15 PSF L/240 PROJECT: ROOFING (NO FIN. CLG.) 25 PSF SNOW 10 PSF L/240 24) COLUMNS RESTING ON CONCRETE TO BE CONNECTED AT THE BASE CONCRETE WITH A SIMPSON POST BAS€ FASTENER AND THE TOP WITH A SIMPSON TYPE POST CAP WITH (12) 10D NAILS EACH END. CEILING BEAM SIZES MAY HAVE TO BE INCREASED FOR HEAVY STORAGE ATTICS. 25) BORED OR HOLES OR NOTCHING IN STUDS SHALL NOT EXCEED 259: OF THE SND DEPTH. IF HOLE OR NOTCH IS BETWEEN 409: AND 60% OF THE STUD DEPTH THAN THE • 1) WOOD FRAME DWELLINGS TO BE DESIGNED IN ACCORDANCE WITH THE BUILDING AND RESIDENTIAL CODE OF NEW YORK STATE. WIND SPEED TO BE USED IS 120 MPH. EXPOSURE STUD SHALL BE DOUBLED. B CATEGORY TO BE USED FOR URBAN, SUBURBAN OR WOODED AND EXPOSURE C TO BUSED FOR OPEN AND SHORELINE AREAS. EARTHQUAKE USE GROUP 1, SITE CLASS D, 1015 ROBINSON LAN E SEISMIC DESIGN CA B 26) CONTRACTOR VERIFIES THAT HE HAS REVIEWED THE INSTALLATION GUIDE FOR THE ENGINEERED WOOD PRODUCTS FOR THIS PROJECT. 2) THESE PLANS ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE 2007 BUILDING AND RESIDENTIAL CODE OF NEW YORK STATE. WHEN BUILDING IN OTHER 27) FIRST FLOOR I JOISTS TO HAVE (4) 10D NAILS INSTALLED IN ITS' BOTTOM FLANGE TO THE DOUBLE SILL PLATE. P E C O N I C , N.Y. 11968 JURISDICTIONS, VARIATIONS OR ADJUSTMENTS MAY BE REQUIRED. VERIFY ANY SUCH REQUIREMENTS WITH LOCAL CODE OR ENFORCEMENT OFFICERS. 28) WHEN ENGINEERED FLOOR I-JOISTS ARE USED, RIM JOISTS TO BE TIMBERSTRAND 1-1/4' LSL RIM BOARD OR 1 '/' MICROLAM LVL 3) THE ARCHITECT/ENGINEER'S CERTIFICATION APPLIES ONLY TO THIS PLAN'S CONFORMANCE TO THE NEW YORK STATE BUILDING & RESIDENTIAL CODE 29) Til JOISTS TO HAVE SOLID IBLOCKING AND WEB STIFFENERS, WHEN ABOVE WALLS OR POSTS SR DIRECTLY ABOVE. 4) GLAZED OPENINGS MUST BE PROTECTED WITH GLASS, CERTIFIED TO MEET THE LARGE MISSILE TEST (IMPACT-RESISTANT) OR WITH STRUCTURAL SHUTTERS WITH A MINIMUM THICKNESS OF 7/16" AND A MAXIMUM SPAN OF 8. ATTACHMENT HARDWARE TO BE 2-1/2' SCREWS PLACED 9' ON CENTER. 30) WEB STIFFENERS TO BE 5/6" ON TJI 110 JOISTS, 7/8' ON 230 JOISTS AND 360 JOISTS AND 2X4 FOR 560. 1/8' GAP TO BE LEFT AT THE TOP BETWEEN STIFFENER AND FLANGE OF JOIST. 5) ELECTRICAL WORK SHALL CONFORM TO NATIONAL ELECTRICAL CODE (LATEST EDITION) AND ANY APPLICABLE LOCAL CODES. 31) TWO OR THREE MICROLAM LVL'S SHALL BE CONN€CT® WITH 3 ROWS OF 16D NAILS 12' O.C. FOUR MICROLAM LVL'S SHALL BE BOLTED WITH 2 ROWS OF )rt" BOLTS @ 12' REVISIONS: 6) CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING. O.C. 7 IF HEADER SIZES ARE NOT SHOWN, CONTRACTOR TO CONTACT ARCHITECT/ENGINEER. 32} ANTHONY POWER BERMS MAY BE SUBSTITUTED FOR LVL'S AS LONG AS THE WOOD DIMENSIONS ARE NOT LESS THAN THE SPECIFIED LVL �1 FOR PERMIT 1 /26/11 8) DO NOT SCALE DRAWINGS. FOLLOW DIMENSIONS ONLY. 33) WEB STIFFENERS TO BE INSTALLED ON CANTILEVER TJI'S ® SUPPORT POINTS. Q 9) CONTRACTOR TO VERIFY TO ARCHITECT/ENGINEER/OWNER IF LEAD BASED PAINT, ASBESTOS, MOLD OR OTHER HAZARDOUS SUBSTANCES ARE PRESENT BEFORE STARTING WORK. 34) DO NOT BEVEL CUT I-JOIST BEYOND THE INSIDE FACE OF SUPPORT. RENOVATION, REPAIR AND PAINTING PROJECTS THAT DISTURB MORE THAN SIX SQUARE FEET 35 FULL WIDTH ENGINEERED LUMBER CAN BE SUBSTITUTED FOR (2) OR (3) MEMBERS OF THE SAME TYPE LUMBER. 10)BEGINNING APRIL 22. 2010, FEDERAL LAW REQUIRES THAT CONTRACTORS PERFORMING R ) OF PAINT IN HOMES, CHILD CARE FACILITIES AND SCHOOLS BUILT BEFORE 1978 MUST BE CERTIFIED AND TRAINED TO FOLLOW SPECIFIC WORK PRACTICES TO PREVENT LEAD CONTAMINATION. 36) HANGERS ARE SHOWN ON PIAN. CONTRACTORS TO CONSULT ARCHITECT/ENGINEER IF HANGER 1S NOT SHOWN IN DRAWINGS. CONTRACTOR VERIFIES THAT HE HAS REVIEWED SIMPSON"WOOD CONSTRUCTION CONNECTORS' CATALOG FOR FASTENING DETAILS. ALL DECK HARDWARE TO BE SIMPSON Z-MAX OR STAINLESS STEEL. Z-MAX TO USE HOT 11)ANY ALTERATION, REPAIR ADDITION OR CONVERSION TO AN EXISTING DWELLING REQUIRING A BUILDING PERMIT REQUIRES THAT ALL SLEEPING ROOMS IN THE HOUSE BE UPGRADED DIPPED GALVANIZED NAILS AND STAINLESS STEEL HANGERS TO USE STAINLESS STEEL NAILS. Q WITH HARD-WIRED AND INTERCONNECTED SMOKE ALARMS. 37) CONTRACTOR TO PROVIDE ROOF VENTILATION NET OPEN AREA EQUIVALENT TO 1/300 OF THE ATTIC FLOOR AREA PROVIDED A VAPOR RETARDER S INSTALLED ON THE WARM 12)CONTRACTOR IS RESPONSIBLE FOR ALL FLASHINGS. SIDE OF ATTIC VENTILATION. Q 13)EXCAVATTONS DEEPER THAN 5' MUST BE CONSTRUCTED ACCORDING TO OSHA REGULATIONS. SOFT OR SANDY SOILS MUST HAVE AT LEAST A 1:1 SLOPE. HARD OR COMPACT SOILS 38) CONTRACTOR TO PROVIDE CRAWL SPACE VENTILATION OPENINGS TO BE NOT LESS THAN 1/1,500 OF THE UNDER FLOOR AREA WHERE A VAPOR RETARDER AND OPENINGS MUST HAVE AT LEAST 1:2 SLOPE. PLACED TO PROVIDE CROSS VENTILATION. VENTILATION NOT REQUIRED WHEN GROUND SURFACE IS COVERED WITH AN APPROVED VAPOR RETARDER.-THE PERIMETER WALLS ARE Q INSULATED AND THE SPACE IS CONDITIONED. 14)GRADE PROPERTY 5% IN FIRST 10' FROM THE BUILDING. ELSEWHERE THE SITE TO BE SLOPED AWAY AT 2%. FOUNDATION WALL TO EXTEND A MINIMUM 8' ABOVE GRADE. 39) CEILING JOISTS USED OR COLLAR BEAMS TO BE NAILED WITH (8) 10D COMMON NAILS AT THE JOIST RAFTER CONNECTION UNLESS OTHERWISE SHOWN. BEDDED CLEAN Fl NO ROCKS AND TESTED 15)UNDER SLAB AREAS - AFTER THE SERVICE LINES HAVE BEEN INSTALLED, ALL PLASTIC OR COPPER LINES SHOULD BE PROPERLY ( FILL, ) FOR LEAKS PRIOR TO BACKFILLING. ALL COPPER LINES SHOULD BE CHECKED FOR DENTS OR ABRASIONS AND WRAPPED IN SPLIT FOAM INSULATION. 40) FLOOR TO FLOOR TENSION TIES (SIMPSON CS 20 X 361 TO BE INSTALLED EVERY 32' AROUND HOUSE PERIMETER HOLDING SECOND FLOOR STUDS TO FIRST FLOOR STUDS Q UNLESS OTHERWISE SHOWN. PARTIALLY ENCLOSED BUILDINGS TO HAVE FLOOR TO FLOOR TENSION TIES EVERY STUD. TENSION TIES TO BE LOCATED ON EACH SIDE OF DOOR 16)ALL TRADES THAT ARE INSTALLING PIPING UNDER THE SLAB MUST INSTALL COLOR CODED CAUTION TAPE 12' ABOVE THEIR WORK. USE RED FOR ELECTRIC, BLUE FOR WATER, OR WINDOW OPENINGS OVER 4' AND WITHIN 2' FROM ALL CORNERS UNLESS OTHERWISE SHOWN. (9) BD NAILS TO BE INSTALLED AT EACH END. GREEN FOR SEWER, YELLOW FOR GAS AND ORANGE FOR PHONE/CABLE. MARK LOCATION OF NEW WORK WITH COLOR CODED SPRAY PAINT AFTER TRENCHES HAVE BEEN 41) DOUBLE LVL'S OR DIMENSIONED LUMBER SHALL BE INSTALLED AROUND ALL FIREPLACE, STAIR OPENINGS AND SKYLIGHTS WITH CONNECTOR HARDWARE, BACKFILLED. 17) COPPER JOINTS WILL NOT BE ALLOWED UNDER THE SLAB AND MUST BE PLACED IN A WALL MANIFOLD. 42) CATHEDRAL OR VAULTED CEILINGS TO HAVE AIR-VENTING BAFFLES ON UNDERSIDE OF ROOF RUNNING CONTINUOUS FROM SOFFIT TO ROOF VENT. DATE: 1 /26/1 1 43) ALL CRICKETS TO HAVE MINIMUM PITCH OF V PER FOOT. - SCALE: 1 /4"=l '-0" 44) JOIST HANGERS SHALL BE USED ON ALL. FLUSH HEADERS. 45) ALL FRAMING ON OR NEAR WATER SHOULD BE FASTENED WITH HOT DIPPED GALVANIZED OR STAINLESS STEEL NAILS AND FASTENERS. D RAW N BY: J G C 46) 4X4 DECK POSTS ARE TO BE-BOLTED TO THE RIM OR BAND JOIST W/ (2) %'X 6' HOT DIPPED GALVANIZED BOLTS, 2' FROM THE EDGE OF THE JOIST. THE SPACING OF CHECKED BY: G.L. THE POSTS ARE NOT TO EXCEED 6' ON CENTER. 47) GARAGE DOOR SHALL HAVE A MINIMUM OF (5) 3/8' X 3' LAG BOLT'S SUPPORTING EACH GARAGE DOOR RAIL FOR B' X 8' DOOR AND (8) LAG BOLTS FOR 8' X 16' DOOR. CONTRACTOR TO VERIFY THAT DOOR IS IMPACT RESISTANT. DRAWING TITLE: GENERAL NOTES DRAWING NUMBER: