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Town of Southold 4/25/2017 P.O.Box 1179 nom, 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38913 Date: 4/25/2017 THIS CERTIFIES that the building RESIDENTIAL NEW CONSTRUCTION Location of Property: 4690 Blue Horizon Bluffs,Peconic SCTM#: 473889 Sec/Block/Lot: 74.-1-35.53 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/17/2015 pursuant to which Building Permit No. 40332 dated 12/8/2015 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 COVERED FRONT PORCH,REAR FIRST AND SECOND STORY DECKS AND UNFINISHED BASEMENT. AS APPLIED FOR The certificate is issued to Blue Horizons Bluffs LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-11-0011 04-25-2017 ELECTRICAL CERTIFICATE NO. 40332 03-28-2017 PLUMBERS CERTIFICATION DATED 04-25-2017 Brad Piecuch o ' ed Signature p,gufwt �, 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#: 40332 Date: 12/8/2015 Permission is hereby granted to: Blue Horizons Bluffs LLC PO BOX 1248 Southold, NY 11971 To: demolish an existing cottage and build a new single family dwelling as applied for per Trustee and SCHD approvals. At premises located at: 4690 Blue Horizon Bluffs, Peconic SCTM # 473889 Sec/Block/Lot# 74.-1-35.53 Pursuant to application dated 11/17/2015 and approved by the Building Inspector. To expire on 6/8/2017. Fees: DEMOLITION $298.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,515.20 CO -NEW DWELLING $50.00 Total: $1,863.20 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$56.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. 1 I. 17. 15 New Construction: Old or Pre-existing Building: (check one) Location of Property: AR !Qd al Ue FICLIZM10. P;1LUVV_%W �•�t�c•JC House No. Street Hamlet Owner or Owners of Property: L�L ''21t 01#10 �lL�+-Ct�1 Suffolk County Tax Map No 1000, Section 7ABlock Q Lot 3S .S� 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: $ App 'cant ignature 0f SOUy�®� Town Hall Annex Telephone(631)765-1802 54375 Main Road c� Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 .®l� ,® roper.richert(c�town.southold.ny.us C®C/!Y E]��,'ewtl1®9� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Blue Horizon Bluffs LLC(Principe) Address: 4690 Blue Horizon Bluffs City: Peconic St: New York Zip: 11958 Building Permit#: 40332 Section: 74 Block: 1 Lot: 35.53 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE - Contractor: DBA: Ice Electric License No: 4586-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 Garage INVENTORY Service 1 ph 200A Heat 2-GAS Duplec Recpt 36 Ceding Fixtures 16 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 14 Wall Fixtures 15 Smoke Detectors 6 Main Panel 200A A/C Condenser 2 Single Recpt 3 Recessed Fixtures 41 CO Detectors 2 Sub Panel 70A A/C Blower 2 Range Recpt 50A Fluorescent Fixture Pumps Transformer AppliancesN Dryer Recpt 20A Emergency Fixture Time Clocks Disconnect Ed Switches Twist Lock Exit Fixtures IA TVSS Other Equipment: 5-Exhaust Fans, 2- Paddle Fans, 1-Well Pump, 3- Drive Way Lights, 5- ARC Fault Circuit Breakers, 6- ft. Plug Mold. Notes: Inspector Signature: Date: March 28, 2017 0-Cert Electrical Compliance Form.xls � s S Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 D BUILDING DEPARTI�MNT [EC[EO'V[E D TOWN OF SOUTHOLD APR 2 5 2017 BLUDMG DEPE TOWN OF SOUTAOLD CERTIFICATION Date: Lit Building Permit No.—qd� Owner: 40 e7l Z'Cn �LA -5 (Please print) Plumber:. bqc� P�(f (�'Oc �� — (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day of C'I 20-A-L or� 00Nr4ig 15.SUNCH Notary Public, CounLy f4otary pubuc,Bate of NW YO'k No.01BUGISM ouained in Suffdk CWntY commission EXpIrgs TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I I F'�IUNDATION I ST ROUGH PLUMBING F 0 U OUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: A-7L- &� DATE INSPECTOR SOpTyolo o NTI� Q D� TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE :"L INSPECTOR so N O i UNi TOWN OF'SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: C�ivt' f Il r✓ 4-- nLA SCID v� DATE ANSPECTOR ` JAMES J. DEERKOSKI P.E. V n 260Deer Drive Mattituck,NY 11952 OCT ® 6 2016 (631) 774 7355 BUII.DIPTG DEPT. Date: May 23, 2016 TOWN OF SOUTHOLD To: Town of Southold Building Dept Re: Strapping Inspection Blue Horizons Bluffs 4690 Blue Horizons Bluffs Peconic,NY Building permit#40332 To Whom It May Concern: This letter certify that a Strapping inspection was performed on the above mentioned property, and all strapping is installed as per plans, and it meets all state and local codes. Any questions feel free to call. F NEWYp co `' EER.'r0 * Q sp* Si cerely, SFO ti°. p725oti J J eerkoski P.E. AR�FESS��NP� o jl� D JAMES J. DEERKOSKI P.E. OCT ® 6 2016 260Deer Drive Mattituck, NY 11952 BUILDING DEPT. (631) 774 7355 TOWNOFSOUTHOLD Date: September 9, 2016 To: Town of Southold Building Dept Re: Framing Plumbing Inspection BHB 4690 Blue Horizons Bluff Peconic, NY To Whom It May Concern: This letter certifies that an inspection was performed at the above mentioned property and the framing and plumbing were installed as per plan and meet all state and local codes. A pressure test was also run on all the plumbing systems. Any questions feel free to call. W )inrely, C, yo S ,DE ,�Os J Deerkoski P.E. � w ii,,Yr w o U11 2 C? • 2�F4,o°• �72�'�P�i' RAF'-SS Delfrno Insulation Co. Inc. 317 Burman Blvd,Calverton, NY 11933 CERTIFICATE OF INSULATION JOB INFO: 2 Ls DATE OF INSTALLATION: )D Ib Ie 40M&C j qj ups' VEOWK�_ f,41- j Iq5b 4 • 6EILINGS WALLS TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM CLOSED CELL FOAM (Z`� R CLOSED CELL FOAM 1 M IZ- ❑ FIBERGLASS ❑ FIBERGLASS - ❑ CELLULOSE ❑ CELLULOSE TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM FIBERGLASS Z Z-?�(7 Sj FIBERGLASS PH ❑ CELLULOSE ❑ CELLULOSE ® FIRE CAULKED TO CODE DATE OF INSTALATION: ❑ FIRE BLOCKED TO CODE DATE OF INSTALATION: ❑ AIR SEAL SUBSTATE TO CODE DATE OF INSTALATION: 1;�J2.21ja certify that the residence referenced above was insulated as per signed proposal by builder/homeowner,and the installation was'conducted in conformance to applicable codes and standards and regulations.• i •t DD AUTVRIZEDSIGNATURE I j �J ,� APR 2 0 2017 t JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck, NY 11952 (631) 774 7355 Date: April 18, 2017 To: Town of Southold Building Dept `�Q FA� ` n V Re: Insulation/Fire Caulk Inspection APR 2 5 2017 BHB BUTT DING DEPT. 4690 Blue Horizons Bluff TOWN OF SOUTHOLID Peconic, NY Permit#40332 This letter certifies that an inspection was performed on the house at the above mentioned property and all insulation and fire caulking was installed as per plan and meet all state and local codes. Any questions feel free to call. of W y DEE ��Qf Sinc ely, CC Uj nt i' 4- W 2 - b3 Ja es eerkoski P.E. R�FESS\� JAMES J. DEERKOSKI P.E. ' 260Deer Drive Mattituck, NY 11952 (631) 774 7355 Date: April 18, 2017 To: Town of Southold Building Dept Re: Insulation Inspection BHB 4690 Blue Horizons Bluff Peconic, NY Permit#40332 This letter certifies that an inspection was performed on the garage at the above mentioned property and the insulation was installed as per plan and meet all state and local codes. Any questions feel free to call. �F NEby yo D E Eq � `` � incer ly, z ul oti �2" J s J D erkoski P.E. AROFES �P [2QE0'V[2 APR 1 9 2017 BIDING DEPT. TOWN OF SOUTHOLD t: t t ' :Kam a �, ; a•r i; _ e • �,�/�C � r � t. - - - %71i�� =� Mirl • ,� �' STATE ED�BROY • t: t r rt 19M MeVIM- WA- IN 5 UK DAM W�vm pi I t TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? s.,.. TOWN HALL y Board of Health ' SOUTHOLD, NY 11,971 4 sets,of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 J "Survrvey SoutholdTown.NorthFork.net PERMIT NO.s" 3 3 Check Septic Form 21 N.Y.S.D.E.C, Trustees ( C.O.Application - Flood Permit Examined ,20LJ , Single&Separate Storm=Water Assessment Form' NOV 1 7 2015', 1 Contact: �IcNYXiw �j2•/ Approved ,'20 BLDG DEPT Disapproved a/c TOWN,0�SOUTHOLD = Phone: Expiration ,20 Building-Inspector', APPLICATION FOR BUILDINGPERMIT'" ..._i Date I=� • 7 , , 20 1.5 INSTRUCTIONS-- , s `: a. This application MUST be completely filled in by,typewriter or in.inkland.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,pr`emises ,relationship to.adjoining premises or public streets or areas, and waterways. _ c'. The work covered by this application maymot.be commenced,before'issuance of.Building Permit. d. Upon approval of this application,the Building Ins"ector will issue alBuildin 'Permit to the applicant. Such a permit P pP pp � g p g pp shall be kept on the premises-available for inspection throughout the.work.. i;:,' e.No building shallbe occupied or used,in whole or in par48i'any purpose whakso ever until the Building Inspector issues a Certificate of,,Occupancy. f.'Every,building permif shall'expire if the work authorized,lids not commencedwithin-f2"months after the date of issuance"or has-not,been completed within 18 months from such:d'ate If no zoninglamendments;or,other, regulations'affecting the property have'been enacted in ihe-interim,.the Buildingjiispector�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:B.uildingADepartmentfonthe issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town,of=S,outhold;'Suffolk:CpuntY1, ew York;.and other,applicable Laws, Qrdinances,or Regulations, for'the construction of buildings, additions, or alt9r`'46ris or,Ar removal or demolition�as herein described.The applicant agrees to comply with all applicable laws, ordinances,buitding;code,:housing code;and,regulations, and to•admit authorized inspectors on premises and in building for necessary inspections. ' (Si a e of ap/yplliicant .mrye,,if a ccorporation) 17 Mailin address'ofa licant State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 2 LYIi ILP t0424e4C ip i • &wA16e Name of owner of premises- atle &VS &Wc (-Cc. '(As'on'the tax roll,'dnlatest deed) If applicant iia corporation, signature of duly authorized officer _ a 4comw (Name and title of corporate officer) Builders License No. PIumbers,License No., Electricians License No. Other Trade's License No. ; 1, Location of land on which proposed work w 11 be done: 4-el G9 C) t/�u� f House Number . Street Hamlet County Tax Map No. 11000 Section Block 7y +JSdQo;b,?Edi3�u:?std frliiidd,,:� •:�`;u" . 'Cttk�tly Y.3'4Yd�7�'�BSt,i?hidttF6Ni j "'a��;�,-� Subdivision Filed Map No. Lot 2. State existing use•and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy riVOG� I�91',M►tcv /�d$/,p�'y71,�L b. Intended use and occupancy At&A>ayt,arztermney - Z reyFrir&y. 3. Nature of work(check which applicable)'.New Building ' �! Addition Alteration Repair - Removal, Demolition Other Work r• , . (Description) 4. Estimated Cost Fee (To be paid on-filing this application). , 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, nurhber'of cars'", {{ 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Hight •Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height _.�r.._`. ° ; wr_ Number of Stories 8. Dimensions of entire new construction: Front-., � '. Rear'..;_ Depth -7rps Height (gNumber of Stories ' ' r 9. Size of lot: Front- ISJO. 344 Rear '��,Q.�-,3r s i Depth 10. Date of Purchase >j= Name of Foi`mer Owner: 11. Zone'or'use district.ift which.premises dre:situated--�,`-! 12. Does proposed const ruc'tion',yjglate anyizoning law,%ordinarice';or'regiilation? YES NO0000 '4 t•, 13. Will lot be re-graded? YES NO , ✓Will excess fill}b`e'retrioued'from premises? YES NO' ✓ ;. 14. Names of Owner•of premises_ . GCS, ,,.^ ,.; ;Address 220p Ae, ./, ,Phone No. r. Name of Architect ., . ` Add'ress. •w1W77Mtr_ Phone'No 69f Z 7110 Name of Contractor Q.ar' cs.=, Addre?s�, ` ' Phone INo.V& &SZ—CSG 15 aAs this property:within.100•feet of a tidal wetland-,or446shwater:dtland?,*.YES' ✓NO' * IF YES, SOUTHOLD TOWN TRUSTEES &:b:E:C':`PERMIT'S' A-Y'BE'REQUIRED.` b. Is-this property within 300'feet"of xtidal wetland?*`YESt''' NO * IF YES;D:E.C. PERMI'TS`MAA ''BEREQIJhRED.'-i�- ` ; ., ' 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? * YESNO f A * IF YES, PROVIDE COPY. STATE OF NEW YORK) s f M SS: COUNTY OF 2 IP°�tL�will',igningJonSwjtab6venaffidd;, of 1 �, . ...bein� dul`-swo ,�cTeposes•and--'says,thaf(s)heis the'applicant (Name (S)He is the AWWIM 1 'tZ l'q VL (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 df his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn tobeforeme this day of- 20 1 • c . No �ie� e►son ignature of Ap ica t j'NOTARY Notary 1'u61ic,State of New York _:: j.? ��� No 01AN6325159 ' PUBLIC ? Qualified in Suffolk County Commission Expires 5118/20 G ®� John M.Bredemeyer III,President so � Town Hall Annex®� ® Michael J. Domino,Vice-President ® 54375 Main Road P.O.Box 1179 James F.King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee �Q Charles J.Sanders, Trustee ® Telephone (631) 765-1892 lyCOU Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 8642A Date of Receipt of Application: June 26, 2015 Applicant: Blue Horizon Bluffs LLC, c/o Richard Principi, Jr. SCTM#: 74-1-35.53 Project Location: 4690 Blue Horizon Bluffs, Peconic Date of Resolution/Issuance: July 22, 2015 Date of Expiration: July 22, 2017 Reviewed by: Board of Trustees Project Description: To demolish existing seasonal cottage; re-seed the disturbed area of the footprint; and to clear vegetation in order to do trenching to bury the utility and power lines. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the survey prepared by Hands On Surveying, last dated March 24, 2010, and stamped approved on July 22, 2015. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. John M. Bredemeyer III, President Board of Trustees � !/T�, Michael J.Domino,President ®� pF SOTown Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 Charles J. Sanders A Southold,New York 11971 Glenn Goldsmith ® �O Telephone(631) 765-1892 D cou 1,� Fax(631) 765-6641 APR 252017 BOARD OF TOWN TRUSTEES BUIL,LDING DEPT. TOWN OF SOUTHOLD TOWN OF SOUTIIOLD CERTIFICATE OF COMPLIANCE # 1333C Date: April 25, 2017 THIS CERTIFIES that the demolition of existing seasonal cottage; re-seed the disturbed area of the footprint; and to clear vegetation in order to do trenchingto o bury the utility and power lines; At 4690 Blue Horizons Bluffs, Peconic Suffolk County Tax Map#1000-74-1-35.53 Conforms to the application for a Trustees Permit heretofore filed in this office Dated June 26, 2015 pursuant to which Trustees Administrative Permit#8642A Dated July 22, 2015,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing seasonal cottage,• re-seed the disturbed area of the footprint- and to clear vegetation in order to do trenching to bury the utility and power lines. The certificate is issued to Blue Horizons Bluffs LLC owner of the aforesaid property. 4 Authorized Signature Scott A_ Russell �SL�r��'` SUPERVISOR U ( r AWANAG]EMUENT SOUTHOLD TOWN HALL-P.O_Box 1179 53095 Main Road-SOUTH OLD,NEIN YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) - - - - 15- --- -- - - DOFF THIS PROJECT INVOLVE ANY of FETE FOLLOWING: Yes No (CHECK All.THAT APPLY A. Clearing, grubbing, grading or stripping of land which affects more _ s than 5,000 square feet of ground surface. o66. Excavation or filling involving more than 200 cubic yards of material l� � within any parcel or any contiguous area. D[ C_ Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal f erosion hazard area. ❑Ll E. Site preparation within the one-hundred-year floodplain as depicted i on-1~'181 Map of an_y watercourse_. \T�JIf-r F. lnstallatibn ofneW or resufacect impervious surfaces of 1,000--square- feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. 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. ": l 000 Date - M �(' '��� /.D�ut�rnt NAME- 1—tchwty - ext"Oto) /L /--I ✓ie 7� ������� _I_ Section Block Lot t cc (�.,�,.i ' ;.(JBUILDING R DEP.-\RTr 1lF"T 1- 1_ : . (-),;i_jt Conrad Infolmauorr `�7tep 1 ���� �' C - - - - - - - - - ---• r Reviewed By �U-Trj �(JA — — — — — — — — — — — — — — — — — — Date i 17- Property -Property Address / Location of Construction work- — — — — — — — — — — — — — — — — — AppioQ El Storm ed for proce menmig Buildup Permit Stormwater Management Control Plan Not Required Stot rnwater ManagemFnt Comrol Plan a Required i (Forward to En;tneer ng Depirtnten, fol Rr\, r\,,) PPLIC -� 1•',npe•ry 0—e',Design rrote"ional,Agent,Conrracror,Other) S•C.T.M, �; l000 bobs CHAPTER 236 �4.�rur l i'\J AviE --Zi a ,J ���' Stormwater Management Control Plan CHECK LIST l�! Section Block Lot N S M C P -Plan Requirements; Provide ONE copy of the Building Permit Application Y4 yn Y. lV • n, ate; �7'/5 °yyo� ' >}c The applicant must provide a Complete Explanation and/or Reason for not providing I all Information that has been Required by the following Checklist! A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justif'icatlon Here! ,how all of the following items; YES NO NA If you need additional room for explanations, Please Provide additional Paper, a Location & Description of Property Boundaries I i h Total Site Acreage, C Existing - Natural & Man Made Features within 5-0-0-77— of 00 Fof the Site Boundary as required by §236-17(C)(2). ��pIMENTCONTROC d Test Hole Data Indicating Soil Characteristics&Depth to Ground Water, i ishall 13gt be limited to: e, Limits of Clearing & Area of Proposed Land Disturbance. ! Ionstruction Entrance, f Existing & Proposed Contours of the Site (Minimum 2:Intervals) ! I stabilization& g Location of all existing & proposed structures, roads, inactive soils. di iveways, sidewalks, drainage improvements & utilities, Qi expias Pd;ind/Qr I) Spot Grades & Finish Floor, Elevations for all existing & Pi oposed structures. I Location of proposed Swimming Pool and discharge ring. Location of proposed Soil Stockpile Area(s), E UiRE® _k Locaiion of proposed Construction Entrance/Staging Area(s). REQUbefore I Location of 1 oposed concrete washout area(s), ion m Location of all proposed erosion&sediment control measures, ' Siomwater Management Control Plan must include Calculations showing 'hal the SIci mwater imp,ovements are sized to capture,store,and infiltrate on-ite the i un-off riom all impervious surfaces generated by a two(21 inch rau)fall /storm event 3 Deialk&Seciional Diawingy for Stormwater practices are required for approval, Ilems i eguirinq details shall include but not be limited to: a Eios on & Sediment Controls. h Consti UCC Ion Enhance & Site Access, ; c Inlet Di ainage Structures (e.g.catch basins,trench drains,etc.) I d Leachinq Structui es (e. . Infiltration basins,swales,etc.) i I AList �`r �il:;i 'r S[� (�Nl~yYAdditional lnformation is Required. Reviewed & ® Stormwater Management Control Plan is Not Complete. AppiovedBY - - - - - - - - - - - - - - - - - - — - — — Stormwater Management Control Plan is Complete, Date / SMCP has been approved by the Engineering Department. FORM nSWCMAY 2014 *oF so�jyolo Town Hall Annex ( Telephone(631)765-1802 54375 Main Road u, dax(631)765-9512 P.O.Box 1179 G • COQ roger.richert town.soutod.ny.us Southold,NY 11971-0959 �Q �yooUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: - 2P Company Name: ��� �c r 'e Name: ��� P�c C� License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: le- 1`C *Address: *Cross Street: C � *Phone No.: Permit No.: Tax-Map District: 1000 Section: '7 Block:�_ Lot: 3 s S *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES.!'NO Rough In CFinal *Do you need a Temp Certificate: YES NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION � 6D etc,%�`� 82-Request for Inspection Form �� d"& Town Hall AnnexTelephone(631-1802 54375 Main Road Fax(631)734-9502 P.O. Box 1179 co Southold, NY 11971-0959 BUILDING D:EPM TIVIENT NOTICE OF UTILIZATION•OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED W00b CONSTRUCTION ANDIOR TIMBER CONSTRUCTION Date: 11. 17. 15 Owner: & ar 1404(rjw i_AAse:� j Location of Property: 9+�►Yy /�/�,�',� ��C '%` =� 7 Please take notice that the (check app('cab(e'tine}: .m`*e New residential structure h Via" .:y ;V4YrS!•. -C ,x Addition to existing residential structure T . f Rehabilitation td amexisting residential structure s" ' to be constructed or performed at thettEiject`pr`b'pty�reference above will utilize . r .t " (check applicable line): r Truss type constmiction.(T'I f Pre-engineered wood.;wonstructi (P1N):.;`; r � t Timber construction (TC)F in the following location(s)(check applicable line): Floor framing, including=glyders,ar►d:beams(F) Roof-fr8ruing (R) - Floor and roof framing (FR) Signature: Z nn Name (person.subr:littir:g this fo:.. I �lCFJ79G-� 1'ltI,rc v ; Capacity check applicable line): Owner Owner representative TrussResRegl5.docx Effective 1/1/2015 6" DIAMETE-R REi;LEi;T[\tE,REA ROMAN taLPHkNUMERIC . PANTQNE =` f ' DES(GN%1TiOfll.OF'CONKS7RUCTION (PMS) f#7 ,• rr- rs r {y "` �'' TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2"MIN. REFLECTtVE WHITE , 4. . . 112'STROKE r. — - _ Dutttih' NFFt'u'i`flCfltR'Ai ---- • �;;_ t `. • ` -. ?Ql4t•��x���:E�211'"A �>~ -ekasS CONSTRUCTION +• - "F" FLOOR FRAMING,INCLUDING - GIRDERS AND BEAMS ".. —R" k0,0F;ARAMINq--'-- -FR" Fj;OVR.dWlit1I'b afiilit G - . TRUSS-IDB\M- I �A; !0N 8, 1 OQIPL1ANCE 1MTH 19 W.CRR PART.' 650.t ..• , ,•:wriosca.E • CC]I3ES C)lVI9tOh1 SLE TRUSS IDENTIFICATION SIGN DATEWOW?005 NEWYORK t = .6. - 4 NEW Y O K STATE DEPARtiT.�IENT OF ST. , � � DIVISION OF CODE ENFORICEMENT ;QEPScI2FldENT;O�%,S'{'RfE.; • -�� %=A AND ADMINISTRATION - ,Svfe;,OLK COUNTY DEPARTMENT OF HEALTH SERVICES F9,&OFFICE USE ONLY, OFFICE OF WASTEWATER MANAGEMENT Health Department Ref.No. 360 YAPHANK AVENUE, SUIT-E 2C,,YAPHANK"NY-41980 (631)852-5700 OR HealthWWM@suffolkcountyny.gov ct-,C.) APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL ANI.- WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF.THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. 1- • SECTION I FOR ALL RENEWALS AND TRANSFERS 4 EXISTING REFERENCE NUMBER: oo T Tax No.: 'Di'DistrictSection Block Lot t,060 0 :3 Name of Current Applicant: k C WW43elI T e I co l kl;Y "f, r2 Mailing Address: bav 9�1 ps� 71--1 Vft-y>P4 V Z 1? 71 Email Address: �� -�A-�- _ -Ae--,�,.,-��—anyy,,-,,rr-;r ------:�. __.•4 :.�= ��'�r ���- __. :,- :_ _-�..:.T__ .__ _--�_ <. _.- - - - -- _-: Q of Current Agent: FTel#: Nf� iling Address: J Email Address: DATE OF ORIGINAL APPROVAL: *If more than 6 years old and'SCDHS site iiispecti6ns have not been- p performed,a new application will be required SECTION FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION- Name of Previous Applicant/Agent: 62icw� ,,2 rights and interest in the above refe 011m I hereby transfer all rirenc�ellV I -it to the new applicant named above; Signature of Previous Applicant/Agent: Date: SECTION 3 1 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Arch itect/Engineer/Surveyor: I liereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me; for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: 4 Date: SECTION 4 FOR ALL RENEWALS AND TRANSFERS Application is hereby made to TRANSFER, RENEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereby certify that I have examined this complete application and the statements therein are'frue and correct,and that all work shall be done in accordance with all applicable Town-,-County, Staie and Federal Laws. "Any "false statement made herein is punishable as a misdemeanor pursuant to 5210.45 of New York State Penal Law." Wg—nqture of Cu t A licant/Agent Date Ipp ILI .1 Print"Name of, Current.Applic t/A gent Title Vdi. n i-A DEPARTMENT`USE-ONLY Permit is Transferred 7fFene—w—ed-lintil L INumber of Bedrooms Approved 41-4 Signature of Department Representative Date WWM-104 (Rev. 02/12) f Instructions Applications that received Health Department approval more than six (6)years ago and have not been inspected by the Health Department are not transferrable or renewable The applicant must submit a completely new application package and fee, specific to the type of project being proposed For information and forms, call (631)852-5700, email Healthlfil�/illlfi suffiolkcour�tyny_g�v, or visit www.suffolkcountypy g®v/Flealth under"Documents and Forms". TRANSFERRING A PERMIT Complete Sections 1 and 4. You must also complete either Section 2 (when previous applicant/agent is available) or Section 3 (when previous applicant/agent is not available) If neither Section 2 nor Section 3 can be completed, the Permit cannot be transferred. The applicant must submit a new application package and fee specific to the type of project being proposed A Application fee- See current fee schedule. A"Residential Construction-Single Family-Transfer"fee will be required as well as a "Residential Construction-Single Family-Renewal"fee if the permit has expired. B. If you require additional copies of the previous Health Dept approval of the project (for Town/Village Building Dept , etc.), please submit three (3) original prints of the site plan/survey previously approved by this Department for this project. Additional information may be required. C. If you are transferring a permit submission that has not yet received approval from this Department, please r submit all outstanding items required to allow the issuance of a permit by this Department. Refer to the latest Notice of Incomplete Application and/or Notice of Non-Conformance-Residential (Forms WWM-042 & 043) prepared for your project. RENEWING A PERMIT Complete Sections 1 and 4. A. Application fee: See current fee schedule. A"Residential Construction-Single Family-Renewal"fee will be required as well as a "Residential Construction-Single Family-Transfer"fee if the permit is also being transferred. B. If you require additional copies of the previous Health Dept. approval of the project (for Town/Village Budding Dept., etc.), please submit three (3) original prints of the site plan/survey previously approved by this Department for this project. Additional information may be required. C. If the original date of issuance is greater than six(6)years old and inspections have been conducted by the Health Department, submit this form along with a full residential permit fee, see current fee schedule. If the original date of issuance is greater than six (6)years old and inspections have not been conducted by the Health Department, the application cannot be renewed. The applicant must submit a completely new application package and fee, specific to the type of project being proposed. REVISIONS TO EXISTING PERMITS If you are transferring and/or renewing an application and are also making any minor modifications to the project that differ from the originally approved permit, you must submit three (3)original prints of a site plan or survey that clearly show your project revisions. An additional fee may be required if the revisions or modifications are deemed to be substantial in nature. SIGNATURES MUSTBEORIGINAL. PHOTOCOPIES NOT ACCEPTED. WWM-104 (Rev. 02/12) 18-1683 01/13kk Jarski, John From: Richard Principi <rprincipijr@optonline.net> Sent: Friday,April 21, 2017 6:43 AM To: Jarski,John Subject: Principi -4690 BHB Good morning John, I received your voicemail yesterday. I stopped and spoke with my PE Jim Deerkoski and he'll make the revision's to his certification and then I'll drop it off to you on Monday. Here're a few photos for the file we completed the R-19 insulation installation yesterday as well.Lastly,I connected with Dianne at the trustee's office and she said Nick Krupski had the 4690 BHB file and was to do a final site inspection yesterday....I'll get you the final compliance paperwork as soon as it's completed.Thanks and thanks for guidance on this project! 1 t' a t 1m. a" r rt i A" �f. �• H 4 Y h� a L t' -4 � Telephone (631)765-1'bo= Fax (631)765-950? c- rp 40 — . 10 • < ," i 4 S „ A � � k t U 1 ` n . r M TA R x ` d s armor i � y - s ^r � g L° a •`Q 631,329, 7181 www,dellinoinsulation,com SPRAY BIOWN•IN FOAiR AM INSu1qTIpN SEgI NG WFOUNDATION ' ATERP ROOFING - 317 BURAN 8CUp CA IUFRTpN, N y 11933 � USDpT#13 62312 �e 5' L+: x ate;41 ... Y = : K @ I e� t K L r "i A s � .�.t ► .. - 1' w sk Ok " Ci • , x i ,r : , 77 ell r aM rd„ y; .. JAI/ + i if l.AlJ�. Ns 'r- +°. #. \ \`. - "l� ;�;• $.��a�t +r' -'R _ i�; 'i-est -�`-r. •} It iv lul 44 10 . ATkTaa„ T r • ' f r - r- , r , } w ' Y � f ♦ f -P�\� 1' i • �i . 4 41 llmiLNA—,;k 14 h fir 0 J 7C Or �; .c?:. �.� �/� -I � % •� � y \ � - �,� (-w/��fi `;i � kyr:, �. _ 1 . - rr-/'1 • 4 • t Y- r.s „� mss;��4"?� 1,�.�v` � �. `mew • � ol .y �. .� `~�` •-i_ •-".. `t PJ .� �'`:` `'• 1 �� �y�r" �` a,. ,,. ,. r"�i,. tLLI�� ol jol `,�� � f. 1 �� .z�9 1 1..• - i'� ��, �. v � of d'4` a. s�`,'� � ,s..,� •'r'3 �` ,� Vie... � *_ ��. ,�•r, �f _ t, `1 . a. ,r � +111t ♦ � W ELECTRIC 1655 Evergreen Drive-Cutchogue,NY 11935 PHONE GATE OF OPDEP (631)7342325 ice02@optonline.net ORDER TAKEN BY CUSTOMER'S ORDER NUMBER TO Z?rAY WORK ❑CONTRACT ❑EXTRA JOB JOB PHONE B ARTWG DATE TERMS 4 QTY._ —,-MATERIAL--.--------PRICE AMOUNT DESCRIPTION OF W' Q ry OTHER CHARGES TOTALOTHER LABOR, HRS.RATE AMOUNTI > DATECOMPLETED TOTAL LABOR TOTAL MATERIALS TOTAL MATERIALS TOTAL OTHER Work ordered by ajq Signature TAX I hereby acknowledge the satisfactory Completion of the above damilbed work TOTAL 5 TOWN OF SOUTHOLD PROPERTY`iR RD' CARD OWNER STREET ZI -'i -01 VILLAGE DIST. SUB. LOT 5W. ��czozs ccs L. ,�� ��� � �e fflRMr, EOW� RGrl�Q �'r�1Gl�?f N E ACR. I "r1 C C,.,.'C•t!'' 6 * ®� ` S W TYPE OF BUILDING RES. SEAS. a r VL. FARM COMM. CB. MICS. Mkt. Value LAND IM/P. TOTAL DATE REMARKS ? 5l)ri J�v o 4,=- �,,&k 6-e,-f I v -T-F-At vo�. �, Q C 1 �/� nil - l �' -�; .C"L X� o s_�r� �Y r t�1�Ian► - 1.�,� � n' D C Dint �`.(- rt �` .►� clP ..GSA 3- �i-�c9�` �1�� .�3_T �'� �3�R�) .sPas�r►�t� �t. P. --1-�'r�n GC�f�'3..� l��a�. _ .- Tillable b FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowl-and DEPTH House Plotj " , � t 7 �a BULKHEAD Tota I _�`� `'.�f� .�•� , • •, ,' I-_'lam_-- �.__-- �„�,.,.�• . OLOR TRIM W-AllI�e+,t� Ilk V4 ,tea, -�='r"�t�'•` ._ �- --�.` _ _ -----"r,---;.a'� �'" _- /l 74.-1-35.53 4/11 41, r " F_iitensi6n '- - y zFT Extension Extension A I +L - Foundation ToSr Bath Dinette c u� PorchSp 8/2- Z / �/ Basement �. Floors K Porch , Ext, Walls Interior Finish LR. Breezeway Fire Place Heat DR. Na a. Garage Type Roof j Rooms 1st Floor BR. Patio Recreation Room --Rooms 2nd Floor FIN. B O. B. Dormer Driveway Total 7117 6 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR,OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT Health Department Ref.No. 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 q 99 (631)852-5700 OR HealthWWM@suffolkcountyny.gov _ APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. SECTION 1 1 FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: lzml — oQ I Tax Map No.: District Section Block Lot LOGO C�J 35.5 Name of Current Applicant: LCtp P,Q , ITel#: OG5 Mailing Address:17 _ Ac /Zdlk 11971 Email Address: jZ)) 8010,-4L1 P-9 ,rVOt Name of Current Agent: RECEIVED e #: ( ) - Mailing Address: AIL Email Address: „ DATE OF ORIGINAL APPROVAL: *mom Onesite inspections have not been per orme , l equired SECTION 2 1 FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: 021 Tel#: cj I hereby transfer all rights and interest in the above reference it to the new applicant named above; Signature of Previous Applicant/Agent: Date: 7-77 SECTION 3 7OR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Architect/Engineer/Surveyor: Tel#: ( ) - I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me; for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: SECTION 4 1 FOR ALL RENEWALS AND TRANSFERS Application is hereby made to [ 1 TRANSFER, [ 1 RENEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereby certify that I have examined this complete application and the statements therein are true and correct,and that all work shall be done in accordance with all applicable Town,County, State and Federal Laws. "Any false statement made herein is punishable as a misdemeanor pursuant to 5210.45 of New York State Penal Law." r of Cu t Applica t/Agent Date Print 1aae Curren�lp is t/Agent T' le DEPARTMENT USE ONLY Permit is Transferre enewe ntil Number of Bedrooms Approved Signature of Department Representative Date jar WWM-104 (Rev:-02/12) J Instructions Applications that received Health Department approval more than six (6) years ago and have not been inspected by the Health Department are not transferrable or renewable. The applicant must submit a completely new application package and fee, specific to the type of project being proposed. For information and forms, call (631)852-5700, email HealthWWM(&suffol1kcountyny_g9v, or visit www.suffofkcountyny.gov/Health under"Documents and Forms". TRANSFERRING A PERMIT Complete Sections 1 and 4. You must also complete either Section 2 (when previous applicant/agent is available) or Section 3 (when previous applicant/agent is not available). If neither Section 2 nor Section 3 can be completed, the Permit cannot be transferred. The applicant must submit a new application package and fee specific to the type of project being proposed A. Application fee: See current fee schedule A"Residential Construction-Single Family-Transfer"fee will be required as well as a "Residential Construction-Single Family-Renewal'fee if the permit has expired. B. If you require additional copies of the previous Health Dept. approval of the project(for Town/Village Building Dept., etc.), please submit three (3) original prints of the site plan/survey previously approved by this Department for this project. Additional information may be required. C. If you are transferring a permit submission that has not yet received approval from this Department, please submit all outstanding items required to allow the issuance of a permit by this Department. Refer to the latest Notice of Incomplete Application and/or Notice df Non-Conformance-Residential (Forms WWM-042 & 043) prepared for your project. RENEWING A PERMIT Complete Sections 1 and 4. A. Application fee: See current fee schedule. A"Residential Construction-Single Family-Renewal'fee will be required as well as a "Residential Construction-Single Family-Transfer"fee if the permit is also being transferred. B. If you require additional copies of the previous Health Dept. approval of the project(for Town/Village Building Dept., etc), please submit three (3) original prints of the site plan/survey previously approved by this Department for this project. Additional information may be required. C. If the original date of issuance is greater than six (6) years old and inspections have been conducted by the Health Department, submit this form along with a full residential permit fee, see current fee schedule. If the original date of issuance is greater than six (6)years old and inspections have not been conducted by the Health Department, the application cannot be renewed The applicant must submit a completely new application package and fee, specific to the'type of project being proposed. REVISIONS TO EXISTING PERMITS If you are transferring and/or renewing an application and are also making any minor modifications to the project that differ from the originally approved permit, you must submit three (3)original prints of a site plan or survey that clearly show your project revisions. An additional fee may be required if the revisions or modifications are deemed to be substantial in nature. MGNATURES MUST BE ORIGINAL. PHOTOCOPIES NOT ACCEPTED. WWM-104 (Rev. 02/12) 18-1683 01/13kk COASTAL EROSION IHAZARD LINEAS•DEPICTED ON Q SURVEY, OF THE COASTAL EROSION HAZARD AREA MAP A` TOWN OF SOUTHOLD, SUFFOLK COUNTY,NEW YOR LOT 3 PHOTO NO. 57-556-83 v SHEET 6 OF 49 S 00 MAP OF BLUE HORIZONS SITUATE A T G 52 Ro�i� PECONIC / / TOWN OF SOUTHOLD ice - S10N/ • SUFFOLK COUNTY, NEW YORK P;00- S.C.T.M.DIST. 1000 SEC. 74 BLK 01 LOT 35.53 / 0 15 0 30 60 90 120 150. 180 210 240 270 / / SCALE: 1"=60' DATE NOVEMBER 2, 2009 / E4saeffANGgRS=tRFACE Sn7uenMESREC0.tl1EDaR {' nWOFSURVEV �' _13 // wn68w1rE/cALLYEv%aENrUw~iIM J ✓/ / �� E9000, / 1o3lOIVFRON TNESni mTNE ��y,���p- .A N TNeaFFSEr SlNlln .400 n Be /,N ' Py ^ 0 00, 000, / wrorERnuNESAREwRAaFEW1c _d ` 1� v�/ RIRPOSENiD ISEIND iHAN16 tl,_ a ARerwravtrxoeomoucen� // I Q`IF• „- / ARFAS AMIngAIIAS� WAt15,FO01.0 PA PUWnAtl ANOAW0rffiioONSiRUO M / / 1 �� G, U ` Q _.�J'� ` •8'`[� // L-01 \ SWWM WOF THE AW VMSTATE pYl Id7AMORM®AL7HtAMMORAMM EDUCAIMLAW /a/ WPIESOFnMSSURMAfAPNGtaE lNO ridsLANGSURYEQnsEAt 1E •�P"�`P \ / eUlossm snNeEcalcoowID roEeA VALID nmCOPY O9n6A1nO�wr_yATEDA517NSNALLRUN O YPEFPY701m ONNS�eErLUFm SURVEY araamurveuan"va�eavnYm J AeDENOTES STAKE SET ON PROPERTY UNE /// Ro ?so'p. 41 LOT AREA AS-PER METES&BOUNDS:54,509 SQ.FT = 1.251 ACRES LOQ 2 CERTIFIED TO: 4o jr&. y ` 3p _ 32 JOB NO.:2009-182 _ MAP•NO.:7974 3p \ / FILED.SEPTEMBER 30, 1985 REVISIONS. AND��9 i ADD ZONING LINE&CALCFS 11/30/05 L \ _ PLOT CEH LINE 3/24/10 cP_V05036' F of NE •l0 ;' 6 ^N Ay LICENSE NO.:050363 HANDS ON SURVEYING 26 SILVER BROOK DRIVE N Q-- FLANDERS, NEW YORK 11901 CURRENT ZONING RR&R-40 TEL:(,631)-369-8312-FAX.'(631)-369-8313w+' RR:22,274 SQ.FT. MARTIN D. HAND L.S R-40:32,235 SQ.FT. COASTAL EROSION HAZARD LINE AS DEPICTED ON 0SURVEY OF THE COASTAL EROSION HAZARD AREA MAP �A` TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK `V LOT 3 PHOTO NO. 57-556-83 —"�EET 6 OF 49 S RFK MAP OF MlooP5lial-P °p9 BLUE HORIZONS 01- , 0 - ,=N° SITUATEAT �8101�2%�'� , ��o% . i.� Roy-�N11 - , PECONI C TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 'L�'� cs�i/i iii �s 15 0 30 60 90 120 150 180 210 240 270 / /// SCALE. I"=60' DATE NOVEMBER 2, 2009 / rasEUENrAKMSVas WCE LOMCORDEDARENOTGUAPAWM �l / SJr, d / TREo�sErmRwUERsoxusn W TB7e¢avFROMTNESiRuc OT. PROFERTYLO ESAREFORASPECRG ARENOTOMMED TO ool /I ERrtnoTraFErMa:ES=PREIAPTA/0 / AM)ANYOAffRPCORSTRUCii(Y! aTE.t�aGwno"sntunayss / 0 t4 UNAUTHORLMD ALTMMMORADMON °V� ^op VICLAIMOF 0 � �N �1,( / 1 L _ i RiNaERfW GraIE EDUGrI o� '3p p \ CM-M OF IMS SORVEYMAP RGTBEAMM ry�\� EVB=WMMADSURVEYMN0T ECocORM O C7 EMBOSSEOSEILIECO Or BE W�AQ ID roBEavatmrn�EcoPr CTmSWF=?=3=x7EIERRERM.EwOS'TEHLHTxwAEMrSR)UARE�W TSMYTORE M ISM"AREDANDON •g• DuFUSVE Y Cm \ f 4\ 4 roADWTMW BaS WMAS OR SOBSEOUW «tN S' / — 4j• a��� o�T 3 ERs .040 .000, ?"o 3o.,F LOT AREA AS PER METES&BOUNDS:54,509 SQ.FT. = 1.251 ACRES LOt 2 CERTIFIED TO:RICHARD J.PRINCIPI,JR. 41�840��` o� JOB NO.:2009-182 0 MAP NO.: 7974 FILED:SEPTEMBER 30, 1985 REVISIONS. ADD ZONING LINE&CALC'S 11/30/09 — PLOT CEH LINE 3/24/10 UNDER CONSTRUCTION 4/15/16 �! PLOT FINAL SANITARY LOC. ADD PROP.POOL&GARAGE 7/6/16 FEB 1 6 2017 { o'VFogi{�q C7 1 ( Y L { Sou"ield Town LICENSE NO.:050363 0� HANDS ON SURVEYING 26 SILVER BROOK DRIVE N FLANDERS, NEW YORK 11901 CURRENT ZONING RR&R-40 TEL:(631)-369-8312-FAX.(631)-369-8313 RR:22,274 SQ.FT. MARTIN D HAND L.S R-40 32,235 SQ.FT. COASTAL EROSION HAZARD LINE AS DEPICTED ON � � � SURVEY OF THE COASTAL EROSION HAZARD AREA MAP A` TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, ``V LOT T 3 PHOTO NO. 57-556-83 V SHEET 6 OF 49 MAP OF Alla� 1oMNEMBLUE HORIZONS 0-0 � �°�- '' SITUATEAT OXAG 52 �� % a N 1D , �01 PECONI C N TOWN OF SOUTHOLD �ER�1%/ /// SUFFOLK COUNTY, NEW YORK o� �� — !yam� 1� �% �% �` j%/ /36 15 0 30 60 90 120 150 180 210 240 270 SCALE.• I"=60' DATE NOVEMBER 2, 2009 000 / // /� \ � � / STRLCitRtES F�ECORDED1YffACE 1 J �� i 13 / uN�ss°4DrN v�oENrcnTmE 90.00, O PvNA�RuEnERroE�NOVNsieRfN TUN ONu EnS+AFSouTaNsEroO�rsmDBmOcnunRaac.rcivAl vmnSRoPENNscG RroeO EmnNOFENCESRETWNG / / RnDR T NE // I o�� �P• oma. ® ►-�� HIAA 2 0 2016 BY sou �nDN ID 'l'C •�� �Dr uw nENEw rorrKsrare crelEs of nassuRVEvuArTmreEva'ND J•o ?hqY �8 EudosSmINrBEcoNOR.ERm \ONS \ aF h pN 3' WaEAYAUDTITIEOOPY POS�,�,�E \, _ \/p��(_O(yQ�cjF �� BUMDINGDEPT� csmRunovsumuStmNENayswwNv /p F/ ISR AREO ONMSBFNA(ProTNE ONLY ro THEPFRSON Iron wNou THESURVEY .8. /1/a Q \ TInE COE Y.00VFIOJMEN(Ai AOENOYANO •'Li ���OO� UT'DINOWSnNIIQY UST®N91EON.M'D hTO TNEASSICNEES OFTHE UNDING INsn• 'p6'\ nIDON cERiIRCAnONSAI✓F NOi RWISFERABIE O/ A OMER ONAL INSnTUnONS Wi sU&�EOUENT sHED /� '— h• o�°� \\ X013 RR /' Ago // p k; 'Sst6+D I - 2S30,F LOT AREA AS PER METES&BOUNDS.54,509 SQ.FT. = 1.251 ACRES CERTIFIED TO:RICHARD J.PRINCIPI,JR. &oono S , �R�ORnE2Ygy t JOB NO.:2009-182 MAP NO.:7974 —30 \ / • FILED:SEPTEMBER 30, 1985 ` REVISIONS. ��LA ND SU9 \ ADD ZONING LINE&CALC'S 11/30/0 PLOT CEH LINE 3/24/10 UNDER CONSTRUCTION 4/15/16 y 0Al, 6�OQ� SOF NE`y`a� �N �\ BS�Nf ,c�gY C�) 1 LICENSE NO.:050363 •A� 4 V HANDS ON SURVEYING ----- 26 SILVER BROOK DRIVE N FLANDERS, NEW YORK ` 11901 w E CURRENT ZONING RR&R-40 TEL:(631)-369-8312-FAX.•(631)-369-8313 RR.22,274 SQ.FT. MARTIN D. HAND L.S R-40 32,235 SQ.FT. LOT AREA AS PER METES&BOUNDS:54,509 SQ.FT, = 1.251 ACRES rENENUCNRESTANDOfl SUBSURFACE (yam, STRflECONDEO Ofl —coo L • UNRECOPOmAREN0i0UARANiEm COASTAL EROSION HAZARD LINE AS DEPICTED ON uNEssPrvscauYEnoENrarrNE D 'THE SURVEY THE COASTAL EROSION HAZARD AREA MAP V HGF -O ,,TOWN OF SOUTHOLDSUFFOLK COUNTYNEW YORK PROPONESAREFORA SPEdFfC PURRAE SEMANDDSEAA rNEREF ARE NOT INTENDm'011110114E PHOTO NO. 57-556-83 ERE°n°N OF FENCES RETAIMNO woos,woLs,PanoS Puxnxo aRFAa Annnays ro�NLpxG3 SHEET 6 OF 49 APR 2 5 2017 AxDwvorNFRCDNsraucnox S UNAUINORIID AL7EMnONORAOpncw CURRENT ZONING RR&R-40 m SURVBYSAVIOLA77CWOP Np 3�� N��pe EFR � / OPT'NnEMEon�oxaNiTEiV�SE SSUNHnRAoYLLExnTYENNWNotEALPsEBxoEEEanKCAATxssOLEBoNurOAEsSLRNArsID E RR.22,274 SQ.FT. 770HLaw 9seE °nNRu•O BO ..YrR-40 32235 SQFTBUDING DEPT. -.100-1. � E �E D uTOWN OF SOUTHOLD S Yro7HEMSOO O SSwMTXEBRN YrE Y maM1DNroImS - OA°I�D � T 0t�/ ME fR� � / / /0 WOO .0000, P / Oo 000 /001 /•�d ,3E 400, oo, ` / 9580 N�,3 � // O-E / Otis5 9000, .0 s 0�N �,��°� ° wFu 000* Q,Nto / �0� WgT /NF: �; / {` SANITARY TRIANGULATION DIMENSIONS // ys ��� ° �N°� �8 30 / / ss� D L0� C/01 C/02 C/03 STI ST2 LP WELL `4.1 zsTo3 � A BFc� 62S3p•, CORNER A 58' 107' 156' 186' 190' 212 ---- PD�.1E eJyoye<��� . F CORNER B 51' 10T-5" 152' 1814' 186' 208' --- CORNER 1) -/Nr�� 4 - ---__ __- P SHED / a�y1 R PFRGRO SANITARY SYSTEM CLEANOUTS & WATERLINE LATERALS AS PER OTHERS N ® tri ° � � CERTIFIED T0:RICHARD J.PR/NC/PI,JR. ® �e�Qoe� Q8D NRS OT�� HrpOsr ' a Q ® o �/ G/gAli9(p��CU 00 JOB NO.:2009-182 / Lo MAP NO.: 7974 // `c�4Y FILED:SEPTEMBER 30, 1985 REVISIONS. ADD ZONING LINE&CALC'S 11/30/09 S�—�OV4 PLOT CEH LINE 3/24/10 . T rHR� T A�0,� UNDER CONSTRUCTION 4/15116 /�,/n �.,� , ,� �'a,\ 'QOAp PLOT FINAL SANITARY LOC. ,6 i z k , - �� T G G F ADD PROP. POOL&GARAGE 7/6/16 `' ;`,�`=F �> REV.PROP.POOL&GARAGE 7/1311 1 rN�, FNT PLOT PROPOSED PSEG EASEMENT /02(2017 FINAL SURVEY. If- 6� g REV. SAN,DIM CORNERS 4/19/17 �T a50� ®Q° SUFFOLK � ° �OFNE�� CO�"J�OEPARTME( T0FK(}{�S�A ��M7�Lnp �Ppf��`ppA'Cq� g� --"`-'U IfV�6�'W AIL-iE� SURVEY APPROVAL®F CONSTR�9CTE �FOR OF A SiR9GLE FAMILY RE&DEMCE Date APR Z 5 2W? P LOT 3 H.S. Ref. No. o - f—Do/ D � LICENSE NO.:050363 MAP OF `i-heS"89c-disposal and water supplyIacaiifiesagq ��tnspicted and/or cert6Faed t_�y this Depar�af ac"®r othehave been r ��BS�NFO�qY BLUE HORIZONS be satisfactory FOR A ImUM tuna� HANDS ON SURVEYING SITUA TE /'1 T Q � BEDROOMS. '; y 26 SILVER BROOK DRIVE N - - ,t, CID FLANDERS, NEW YORK W E PEC01!diC � a� � � f� B 11901 TOWN OF SOUTHOLD Office®1 Wast g� TEL:(631)-369-8312-FAX.•(63I)-369-8313 SUFFOLK COUNTY NEW YORK MARTIN D. AND L.S S. IS 4 COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE 30 15 0 30 60 90 120 150 180 210 240 270 CONSIDERED TO BE A VALID COPY AND SHALL NOT BE USED FOR ANY PURPOSE. SCALE: 1"=60' DATE NOVEMBER 2, 2009 APR n®OF-C dit^ P Re n A�a-o.nn.•->..... TRUSS PLACARDING REQUIRED oftIV 's,ConklPd n $ackfill 0, n w, t 1'r gat,^ ,. �J i" 1 L that the dr ovidt,Cnrin aina8e has heen J r J LcrtiJ`Jc'It'lot DAT E: t cod AT /G;'.i�.i,'s� F',ll� I:J ,n k,r. FO Tl; FC'..I..C'':^!'°i!,q� !r}N�,�=EGT1^�•;�,. r� TWO RC.:�I�;�"i 7 ✓10 rUii RED CONCRETE 2. r 1G I FRAI ir'`IG u �''L�.Ilvfrill•"G n'C ... - r.1 w. p ."g..�t_ 4. ` fy! L - CGN.TRLICTION MUST .; CGPLETE FOR C.O. ALL CONSTRUCTION SHF,LL MEET THE JIM DEERKOSKI, PE F;EnUIRPMIENTS OF THE CODES OF NEW phone: (631) 298-7116 YORK STATE. NOT ;,ESPONSIBLE FGR DE:;!G^; OR CONISiRUCTION ERRORS. TOWN CODES SLC UIo sED AP `s CONDIT0"QS OF _ T r BOARD • _ -- i — — O .�..a. ,.,._... t i��r".iii-` ;�i TR u i moi:.s PLUMBING ALL PLUMBING WASTE C CUPANCY OR TEST I;°vG ! FG =;� COVEFtI'� - - - - USE IS UNLAWFUL WITHOUT CERTIFICATE JIM DEERKOSKI PE a - phone: (631) 298-7116 - O - O paq cn Z W 0 - NORTH ELEVATION W 0N U SCALE: 1/4" = 1'-O" ® 1:4 z to a 0 0 ® x V a 11 Hill I Jill 1 O - _1 - , DRAWN BY: JD 11/14/2015 - - — - - - rPlSCALE: SEE PLAN pF NEW), °EERt°�� SHEET NO: r r H t ! LJ WEST ELEVATION SCALE: 114" = 1'-0" _. / 3 �✓ ' 1 t 1 1 1 ' 1 1 ' -------------------- p ----------------------------------------- ' /'_911 1 ----------------------------------------- , ----------------------------------------- -- -- --+ •-- --+ •-- --�11 - 1 _____________-_____ ___ _I_ __ 1 1 _I __________C _C_--------_--_ - - _ ---_---------� > -------_-----1_ (3) 2X10 ACQ 1 I (3) 2X10 ACQ , , , (3) 2X10 ACQ 1 , (3) 2X10 ACQ I , , ' •-;---- GIRDER `------ GIRDER `--T--� GIRDER •--- • GIRDER •. JIM DEERKOSKI, PE 1 1 pone: 298-7116 , I 1 1 1 ' 1 I 1 U 1 1 O 1 1 N i 1 13 1 �l 1 1 1 2S1�011 � LEDGER BOARD TO BE FASTENDED X �. 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Q (4) 2X8 2X8 DF*2 CJ •16"OC — - - — t DF"2 I #10 ILVAORGANIZ D f f . ' ( l I I ( WOOD SCREWS W/ • 11 I I I r WASHERS @ 12 O.C. SMOKE DETECTORS PER CODE = j I I I I I I ISEEE ENEGY COMPLIANCE CERT. O 12"O.C. FOR INSULATION REQUIREMENTS 2x12 SLEEPER Ql I I y I I ` J • 1-3/4X11-1/8 ML RIDGE 11 I (4) I-3/4X14 ML 514 DECKING 2X10 2X ACQ SLEEPERS 1/2"APA RATED SHEATHING ( , I „ ITCFI V4"FROM HOUS J t GRADE PLYWOOD t RR 6 OC (ALTERNATNIVE:7/16"O.S.B.) � / I / 3/4" Sl18FLOOR — - - — I I � EPDM OYE 3/4"SHTCs. 1/2"APA RATED SHEATHING 2X8 gl6°OG 2X6 EXT WALL STUDS (TYP.) — - - — (•� I l I * 14" TJ1230 WOOD-1 FJ w16"OC • I I I ' GRADE PLYWOOD 2X8 DF"2 CJ •16"OC Lu C3) li-1/8 ML HDRL . " • ' C) (ALTERNATIVIVE:7/16"O.S.B.) I/2 $HTCz. w/ VAPOR BARRIER (NO TOP PLATE) SIDING PER OWNER FIFEET #10 STAINLESS STEELJI OR GALVANIZED WOOD SCREWS W/ WASHERS @ 12"O.C. / f 1 I / O WINDOW SILL t 01 Ll I I II I I 24"OC 4" IL.L. 3/4" SUBFLOOR ^ - - — 5/4 DECKING 5/4 DECKING 17 92X8 ACQ 0161,0C 14" TJ1230 WOOD-1 FJ ,816"OC 2X10 ACQ DJ vf&"OC t ^ ® ® ® • ® (3) 2X10 ACQ (3) 1-3/4X14 (3) 1-3/4X14 . (3) 2X10 ACQ GIRDER 4„ 4 :o ML GIRDER ML GIRDER ••dam o�•w 12"dta, (4) 1-3/4X14 2X6 ACQ SILL _ CONC. PIER ML GIRDER TERMITE SEAL LD t � CONC. PIER Q O I o qd .� 0j .� Cq • �.dp cel ® � O i r 24"X24"X12" . 5X5X1/4 5X5X1/4 24X2411X12" - ;p STEEL STEEL e l 1 / CONC. PTCs. 1-" ! GONG. PTCs. � •p` COLUMN COLUMN �� 10 PC WALL Z w ( • / •• ' ® ' • .�a 4�a •4 RDAMPPROOFE.W. Fj • 1 � O FF--••l1 � � ► � IAl W 0 N 12"OC I :0 4" CONC, SLAB ••° ~ �•1 • •. • •. • •• •• • •. • •• • •• • •• • •. • •. • •. • •. •�•ti _ /IAS ® I ®® I w I ® 24"X12" CONC. FTG. I I 3/4„APA PLYWOOD 46)x 5'REBAR E.W. 46)0 52'REBAR E.W. O SHEATHING 0 r,•� �T� ��� I III �' 1.• I I 1 ' �� w ' I I �, / S CT ION A-A CL �D a SC,4LE: 1/4" 2X4 DF#2 STUDS • I l i •• I f . l 1 I � REScheck Software afware Vers94n 4.6.2 #OR GALVANIZED Compliance Certificate 10 STAINLESS STEEL WOOD SCREWS W/ l I I ( I I I 1 t I I I WASHERS @ 12"O.C. • t • 1 • • 1 w Project MULTIPLE PLYWOOD ASSEMBLIES 2-2X4 DF#2 STUDS CONNECTED TOGETHER WITH STAINLESS STEEL Locattfa Cade: 2D49 IECC tocat on: Suffolk County.flew York OR GALVINIZED BOLTS W/WASHERS s'eRooFVENT a•mROOF VENT AND NUTS @ 2'-0"O.C. Cons ,ctron Type: Single-family Ptra;ectType: New Construction WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL GiningAc3FloorArea: 33% „4 ,trz ,U4 a 3 „/^ „rz 11 4 Qlazing Area 339b uv. Av. 6mateZone. 4 (5999 HDD) we SH R R we AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) p�ftDax- OR ATH OR TH 11 r Permit Number. 7,/4 3 1L 2 3 J". WINDBORNE DEBRIS PROTECTION FASTENIING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" I`° Catestrvetion Ste: OwrerfAge^.t: D�esianeriCan`,ractor. AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO LCT 3 ' 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 Kc0i,1T.NY 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. "� "rz "'4 r � -.. .. .,. �. �. sir PAI. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. Co,,rca ��t h C .. ............. ....�-_ -.r ..,... -_.,i SINK COT�Rane►_:34-546Belter7l,aaCode MaKlmurmSlA: 5i1 YOINSIA:137 wc. uv S ER D W TM%9*a•r arwYar.*Th—cad*Fd•.•aR*cam h—.%.m 0'*h..*s 6•a!d on<od*b+dfaR,aJfia. OR I ATH R alae$m7r P—idw Oe•mrim onww4*ham*. P 9 3 114 2 o. Envelope ASsemblies ° 114 °° C O. 3 3 S 1114 Floor 1:All-Wood JoispTrusz=Over Lrnconditiored Space �-�1,22S y�v30.0 00�-0.033 w40 wu. wam I-Mood Frame.15'ox. 1,372 19.0 0.0 0.050 49 Wmdow 1:Wood Frame:Daadsle Pane with Low-E 399 0.320 127 Door 1:bless 159 0.320 54 1 c o. DRAWN BY: JD Wall 2:Wood Frame.l5'o.c. 1,055 19.0 0.0 0.060 50 4 Vr,ndow 2:Wood Frame:>DvA le Pane wi'-'•Low-G 99 0.320 28 SLOPE'114"PER FOOT PITCH TO DRAIN4'c l TO APROVED Vr,adcm3:Wood Frame:VwAlePane wkl-.Low-E 11 0.300 3 TRn SEPTIC SYSTEM 11/14/2015 Door 2:Bless 142 0.320 45 Ceiling 1:CalAedral Ceil`-g 570 30.0 0.0 0.034 19 Ceiing2:Flat Ceiling orScissorTn,ss 655 30.0 0.0 0.035 23 FLUM51NG SCHEMATIC SCALE: SEE PLAN Camplience Staxment: The p•ooesed bulding design described I•e"e is consistent vvitl'the buildng plans,specefcefons,a-d otherA o QF N I;1f j calculwtions submitted vii-ch the permit appplication.The proposed building has been designed to meet the 2009 MCC requirements in SCALE: NTS � 0 RESebeck Version 4.6-2 and to comply with the mandatory requirements Iswd in the REScheck Inspection Checklist. u'¢ � s•ne- I..e _,anaturc ate Q u1 SHEET NO: vi SFO 0 �h�P Project Title: Repot date: 11/14115 A'YOF \Q Data filename:DAProjects`,PRIM,CIPI LCT 3.rck Page I of 1 --- WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL AWI GS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION, FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS JIM DEERKOSKI, PE RAFTER WALL STUD D phone: (631) 298-7116 ENDWALL CRIPPLE STUD BOTTOM PLATE RIDGE a LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL RAFTER Dj JACK STUDS 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 NUMBERI DESCRIPTION APPLICATION LOCATION USP 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 2ND. ADSS 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 RAFTER2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ( )JOISTS. UNDER WALL. THE FLOORS TO EACH OTHER W/THREADED ROD ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING @24"OC WALL STUD THROUGH-ROOF EXHAUST ENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL CHIMNEY AS REQUIRED RIM BOARD RAFTER RAFTERS MAINTAIN SILL PLATE(S) WALL SHEATHING VENTILATION WOOD JOIST ' SIDEWALL FLASHING FOUNDATION TOP PLATE BLOCKING BLOCKING - ' - - - - - - - FINISH WALL AND MOISTURE 2x4 LEDGER STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST ATTIC SHALLBE PROVIDED WITH A AT WALL-- MAINTAIN GAP FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - - GUTTER FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER INSTALL 4'0"O.C. THE SPACE VENTILATED. ALL OPENINGS 4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS '� SHALL BE COVERED WITH CORROSION- I CONTIN. SCREENED VENT ON ALL OPENINGS ,'� PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH J CONTIN. SOFFIT/EXT. PLYWOOD INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF 1/4 INCH IN DIMENSION. SOFFITED EAVE 8"-14" LSTA30 1-114"x30" 18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR " CONNECT TO t ^ ON ALL OPENINGS GAP TO PREVENT CAPILLARY 4' -6 RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR %� ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14'- 16" LSTA36 1-1/4"x36" 18ga.STRAP AND JACK STUDS / 8"-12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER SOFFITED SAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE C) ' FLASHING 4 INCHES � \ I"•� Pq BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME w EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING Z SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT O WOOD JOIST LJJ 0 FN-1 V TOP PLATE t /1 IjO-1 �j r WALL /� I J� GIRDER/HEADER `/ l � 0 SIDE WALL FLASHING WOOD JOIST V 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC � W W� AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND 4'-8- LSTA36 1-1/4"x36" 18ga.STRAP AND JACK STUDS 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 0 ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. A l INSTALL 4'0"O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2"HIGHER THAN LVL HEADERS 8"- 16" MSTA48 1-1/4"x48" 16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF DBL.SILL PLATE TERMITE SHIELD �� SUBFLOOR SILL GASKET WOOD JOISTS NEOPRENE I TYP. CONC. FOUNDATION n CONC.SLAB GASKET ' 2x6 /2x8 CONTINUOUS WOOD PLATE 6 MIL. POLY ' 1�� ` BOLTED TO STEEL BEAM WITH DAMPPROOF EXTERIOR V GRANULAR FILL 6MIL POLY ON EXTERIOR ` STEEL COLUMN 1/2 " DIA. BOLTS 648" o°c° STAG. q ° C ROOF JACK D v CONC. SLAB STEEL BEAM`° o - // I I `� 4" x 1/4" x 8" STEEL COMPACT FILL V o , ROOFING LAPS ` i TOP AND BOTTOM PLATE � � � � n -P - ° a ° FLASHING AT WITH 1/2" x 6" ANCHOR BOLT KEYWAY FOOTING L-\.^ �- Q CONC.FTG. o Q o G o' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP `� 1/2" CsROUT o ANCHOR BOLT CONNECTION - (USP LBPS58 OR BP583) 1 REINFORCING BAR FOUNDATION 5/8"DIA.ANCHOR BOL _ ° I I 3" STEEL COLUMN ANCHOR BOLT CONNECTION _- l 10 KIPS DRAIN TILE V SUPPORTING MAXIMUM SPACING FLASHING LAPS SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72"OC TYPICAL BEAM DETAIL SILL PLATE TO FOUNDATION TYPICAL CONC. FOUNDATION.APPLY PILASTERS MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36"OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATIO 1-2 STORIES 57"OC ROOF JACKS 4 VENTS DETAIL SLAB-ON-GRADE I � SUBFLOOR CONC. SLAB DOOR FRAME 6X6 10/10 WWM , DOOR E I JOIST COMPACT FILL i I I USE 2X8 FOR BLOCKOUT STEEL BEAM 4" SLAB v I I = SLOPE DRAWN BY: JD P.T. PLATE W/ 6X6 WMM „ 4 DRIVEWAY— NOTCH JOIST AND ADJUST HEIGHT ' 1/2"AIRACE (WITH A NAILING PLATE IF NEEDED) AT END AND d` " t°.e °' ° ° . ° o TO BE APROX. 1/2"OR HIGHER THAN 11/14/2015 IDES OF WOOD STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE '°--«- -��" ` ` �'. - ( ROVIDE STRAPPING TO KEEP JOISTS ALIGNED) .a �� 4 � _ � r � 4 'C BEAMS ° ° � ° ° e . P D) 6x6 W.W.M. = - - - - - r - ° _'�� ° P D I— I I SCALE: SEE PLAN 12" p ,c 'p D ,° .� ° \, NOTCH BEAM FOR MUDSILL IF REQUIRED-- MAXIMUM Q > °� > T--- SUBFLOOR A,A A% MIN. �A 4 ° REINFORCING BARp NOTCH EQUALS 1/4 DEPTH OF BEAM ° D ° D ' C a REINFORCING BAR o ° 4 u _ -•- OIST DRAIN TILE - °^- ° o I- 12„ I SHEET METAL/30#FELT UNDER BEAM AT POINT ° ��'n "al f-f° ° - O Nr Y a o OF CONTACT WITH CONCRETE OR GONG. BLOCK - i i IF STEEL BEAM v EE �0 SHEET NO: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. °° 3 SHIMS TO LEVEL BEAM PLATE(BOLT `� A ';a v� REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT n BEAM POCKET AROFESS�C WIND CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, 4" MAX. 4" MAX. 4" DIA. MAXIMUM 4"DIA. MAXIMUM POST JIM DEERKOSKI, PE Fr GIRDER/HEADER phone: (631) 298-7116 Z 4 � 0 0 `q POST/COLUMN v V ° 12"x12"x12" ' CONCRETE FOOTING � V \ Y \ m Y V A I DECK POST FTG. CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION DECK/PORCH RAILING 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING STAIR RAILING .6X6 CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS 1-1/2" SPACE MINIMUM HANDRAILS GIRDE POST '� Q GIRDER/I-IEADER o 0 " BALUSTERS RIM/DECK JOIST o CONCRETE PIE POST/COLUMN o " OPEN BALUSTER ATTAGI-IED TO WALL Y HANDRAIL CONNECTION ZI!5 ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION Vol OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION v , SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2"IN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDERME4DER TO POST/COLUMN CONNECTION (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER PM4O FLASHING TUCKED UNDER TOP PIECE OF SIDING AND ►-4 LAPPED OVER FIRST CONTIN. Pq GIRDER/HEADER— PIECE OF SIDING BELOW UNDISTURBED SOIL C`n Z W LAY PLASTIC BASE DIRECTLY ON a [� O 1/2" DIA. LAG BOLTS W/WASHERS UNDISTURBED SOIL(ORGANICS REMOVED) L CONNECTED TO BLDG. @16" OC LEVEL BASEFIT CTION TUBE AND PLUMB ® H V STAIR TREADPOST/COLUMN o ° BRACE TUBE V) 1-4O o o FILL AS PER MANUFACTURES'INSTRUCTIONS IM OARD FLOOR FRAMING R 0 2x 0 JOISTS III=111=III= _ _ _=111=1�1- III=III=III=III III=III III III=III=11CIMa a STRINGER BLOCKING FOR JOIST HANGER 0 POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS p p LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/ B ° IL! p' 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUM �° ° DISTURBED / POOR SOIL CTION C NN 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUM LAY 4-6" LAYER OF CRUSHED STONE OR CIO STRINCsER TO DECIG/PORCI-I O HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUM GRAVEL DECK/PORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BIACE TUBE L AS PER MANUFACTURES'INSTRUCTIONS III= I =III=111=111=III= II=11 =111=III- -III III III=III R-111NIM-1.I IIII =11 WOOD JOIST WOOD JOIST JOIST BLOCKING GONG. PIER FOOTING BIGFOOT SYSTEMS FOOTING FORM GIRDER/HEADER IN ACCORDANCE WITH SECTION 403 OF N.Y.S. RESIDENTIAL CODE THIS DESIGN WOOD GIRDER COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS WOOD JOIST GIRDER/HEADER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT PRESCRIBED IN THE CODE. THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT ACCEPTABLE FOR USE IN N.Y.S. BASED UPON ICBO EVALUATION SERVICE REPORT FLUSH JOISTS WITH HEADER/GIRDER SPLICED JOISTS OVER HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS LOCATION USP NUMBER DESCRIPTION APPLICATION USE WITH RT10 TYDOWN ANCHORS TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER1 RT10 ITYDOWN ANCHOR CONNECT TO EACH JOIST DECK & PORCH NOTES: NAILING SCHEDULE 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. DRAWN BY: JD All fasteners, hangers and anchors to be galvinized or stainless steel. JOINT DESCRIPTION QTY SPACINGNOTES 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nu s. JOIST TO: PER TOE PLATE OR GIRDER 4-8d COMMON JOIST NAIL 11/14/2015 SILL,TOP Girders on concrete piers shall be anchored with proper steel connectors anchored CLIMATIC & GEOGRAPHIC DESIGN CRITERIA into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. BRIDGING EACH TOE 2-8d COMMON GROUND WIND SEISMIC FROST WINTER ICESHIELD TO JOIST END NAIL _ SCALE: SEE PLAN 3). Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. SNOW SPEED DESIGN WEATHERINGLINE TERMITE DECAY DESIGN UNDERLAYMEN FLOOD BLOCKING EACH TOE Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2-8d COMMON F N E W be 4 ft. below grade. TO JOIST END NAIL O Y� BLOCKING TO: EACH TOE DEFnY MODERATE SLIGHT TO 3- 16d COMMON �' vn SHEET NO: SILL OR TOP PLATE BLOCK NAIL 4 20 LBS. 120 B SEVERE 3 FT. 11 NONE - ^R r,: 4). Deck joists to have blocking at 8'0 o.c.. TO HEAVY MODERATE -t {„: w LEDGER STRIP EACH FACE ,- 5).A minimum of 10 inch flashing shall be installed between the building and ledger. 3-16d COMMON w TO BEAM JOIST NAIL _ building with 1/2”dia. bolts with washers and nuts JOIST ON LEDGER PER TOE �Z Ledger to be fastened to bu g � tit � •": F � at 16"o.c. TO BEAM 3-8d COMMON JOIST NAIL 6).Concrete piers shall be a minimum 6"above grade. BAND JOIST PER END AR ES �P ' TO JOIST 3-16d COMMO JOIST NAIL q 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored BAND JOIST TO: 2- 16d COMMON PER TOE NAIL to girder(s). SILL OR TOP PLATE FOOT WIND FRAMING NOTES NAILING SCHEDUL IOLA t CONTENTS: NOTE5 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDINGS 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 BUILDING= HEIGHT TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH TOTAL SQ. FT. OF CONSTRUCTIO 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 TO TOP PLATE 10'WALL: 4-8d COMMON JOIST 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 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 555 AS PER N.Y.S. RESIDENTIAL CONSTRUCTION GODS AND 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 CURRENT SSG 1-IICzN WIND EDITION WOOD FRAME CONSTRUCTION MANUAL JIM DEERK 298-7 PE sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAP AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES phone: (631) 298-7116 OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES ro0 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 shall 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 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 20 4 . WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMh90N ROOMS (OTHER THAN SLEEPING) 40 DATION (DO NOT SCALE DRAWINGS). ) TO RAFTER END NAIL First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 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: 30 g g STAIRS responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under 40 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 GAURDRAILS (ANY DIRECTION) 200 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. SPACING TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE 2 - 16d COMMONFOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE 5). Refer to the Window and Door schedule for exterior openings. corners. 4 - 16d COMMON INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterio STUD 2 - 16d CCMMO O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION Sym.: 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE (SMOKE 4 CO2 DETECTORS) ® SEE FLOOR PLANS such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN _J_ N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3 - 16d CCMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriateBOTTOM PLATE TO:FLOOR JOIST, BAND JOTS 2 - 16d CCMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1, 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERINGLINE TERMITE DECAY DESIGN UNDERLAYMEN FLOOD Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when Qty. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS NALNAIL 2). All footings to rest on undisturbed (virgin) soil. (MIN. SOIL STRENGTH AT 2000psi) interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES ll". SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 LBS. 110 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE concrete or mason walls occurin in exterior or unheated interior areas. ) SILL, TOP PLATE OR GIRDER4 -8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS REM ENTS FOR WIND LOADS: masonry 9 8 . CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Cf� Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 2 - 8d CDIMMON 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 END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATENOTES �+ 18" long at 12" o.c.. Use approved epoxy for installation. AT PANEL EDGES SUPPORTS IN THE PANEL FIEL be installed with #4 re-bar, 3.5. BLOCKINGEACH TOE ) rade to be 3500 p.s.i.. Concrete to be g 5 . Unless otherwise noted all slabs on TO JOIST 2 - 8d C)'MMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 6" O.C. SEE NOTES: 1,3 Q W O poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY. 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.0 8d COMMON 12" O.C. SEE NOTES: 1 ( BOTH FIELDS 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 E..� „ anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge 6 maximum lifts (layers). along the open ceiling part of the building. Connections to the ridge and wall shalt be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.0 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d QJMMO JOIST NAILW 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES � Z Z K AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d C)MMON PER TOE E..., O DEC TO BEAM JOIST NAILN 7). Dampproof exterior of foundation with bituminous coating as per THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END ® H the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON 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, V1 F-4O Z BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as per town and N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMONZ (� g p Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. 0 W W FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. CIO �:) a 1). All framing techniques and methods as prescriptive design of current SBC High Win posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION QTY. SAAIL L ) spacing 9 9 W ). Pp 9 g 9 3 . Tabulated 4 inch o.c. nails acin assumes sheathing to rafter/truss framing members with G>0.49. For Q p4 Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. Footings Shall be 3 ft. framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. �,f below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANE 8d AS PER TABLE 3. 2). Unless otherwise noted, all framing and structural wood material to be#2 + BTR. WFCM SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: C./ Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING : NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIEL NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. Ledger be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTIO Q•N %IPACING SEE NOTES: 1, 3 ( BOTH FIELDS) g 9 4 EDGE ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12 O.C. where needed. GYPSUM 7"O.C. EDGE NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fi . WALLBOARD 5d COOLERS 10"O.0 . FIEL INTERIOR ZONE 18d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 Bearing wall headers to have (2)jack studs and (2)full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3)jack studs and (2)full length studs on each side of WALL SHEATHING: NOTES openings. Bearing wall window sills shall also have (2)window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NAIL openings between 4'1 and 60 and 2x6 wall openings between 5'11 and 8'9. Provide firc to girder(s). JOINT DESCRIPTION QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. 8). Covered Roofs shall be assembled and anchored the same manner as a typical building STRUCTURAL 8d COMMON ASPER TABLE 3. 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS V'FCM - SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 6d COMMON � O.C. EDGE 6). Double up floor joists under walls that run parallel to the floor joist and under bathtu 9). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 3" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless not onstruction Code. GYPSUM !" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on plans. 2). Verify septic system with the Engineer for Suffolk County Health Department approval. Floo WALLBOARD 5d COOLERS 0'" O.C . FIELD 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. FLOOR S H EAT H I N C: 7). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists NOTE: under all bearing walls. 3). If wall studs, plates or joists are cut out duringinstallation for an plumbing related work NAIL NAIL ) y p g JOINT DESCRIPTION � CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 8). Provide insulation baffles at eave vents between rafters. Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitt d. STRUCTURAL PANEL 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. needed. HVAC SYSTEM NOTES 1" OR LESS 8d COMMORI2" O.C. FIEL 1). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9). Unless otherwise noted, all roofs and walls to have a minimum 1/2"thick, 4-ply Fir 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. requirements. THESE NOTES ARE ONLY TO BE RFERRED TO IF 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 10). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloo 2) HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES)NLY. FIREBLOCKING REQUIRED adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed equipment supplier. Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) over subfloor as per manufacture's instructions. 1). Nailing requirements are based onuall sheathing and to form an effective fire barrier between stories, and between a top story and the roof space. HVAC subcontractor to provide finals stem layout drawing and submit it to the General nailed 6" on-center at the panel edge.'wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. 11). All bathroom walls to have 112" thick moisture-resistant sheetrock. Garage walls a ) p y y g DRAWN BY: JD 'Contractor and owner for final review and approval. is nailed 3 on-center at the panel Ade to obtain higher ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building shear capacities, nailing requirement;for structural 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor to have regular 1/2" sheetrock. All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled, or altern2 connectors, levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11/14/2015 such as shear plates, shall be used tcnaintain load path. feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 12). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or 1). All electrical to be installed as per N.Y.S. Residential Construction Code. _ approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2). When wall sheathing is continuousver connected using parallel rows of studs or staggered studs. 2 . All electrical work shall be approved b a qualified Underwriter. ,,� pF NEV/y� SCALE: SEE PLAN torch down type material over. ) pP Y q members,the tabulated number of nal shall be permitted 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, to be reduced tot - 16d nail per foot. drop ceilings and cove ceilings. 13). All sill plates and wood in contact with concrete to be pressure treated. Sill plates t03). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 - - equal. of N.Y.S. Residential Construction Code. `L' SHEET NO be installed with a foam sill gasket and cop r tex termite shield or approved eq 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces " r y;.. under stairs shall comply with N.Y.S. Residential Code. U, F� 0. 7 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of °F s\ �P flame and products of combustion. ; 5). For the fireblocking of chimneys and fireplaces, refer to N.Y.S. Residential Code. A `~` ciao In I JIM DEERKOSKI. PE phone: (631) 298-7116 N I NORTH ELEVATION SCALE 1/4"=1' w � (D a � w � z � P4C) � � o � I I a., I Hill 1 1 Hill 111111111 � KuCID 00 zo I I cw N 1 i VF D � D APR 7 2017 REVISED 4.22.16 JP cw In In rmDr;l D O D DRAWN BY: JD TO��N OT SO�TTI; 12/30/2015 WEST ELEVATI❑N SCALE: SEE PLAN SCALE 1/4"=1' �F NEW Y QEF' �-DEEB * Q SHEET N0: CoA 7 �� •rtJ- SS, � y� q0-3 3 D- c�lao In I JIM DEERKOSKI, PE phone: (631) 298-7116 N I � w l I :r SOUTH ELEVATION SCALE 1/4"=1' w � cn Z 00 � V C) W � a A4 12 4 12 � 4 12 7 io 12 7 Au v I 12 � 3� cu REVISED 4.22.16 JP DRAWN BY: JD Lo I 12/30/2015 SCALE: SEE PLAN �()F EW IY �- SHEET N0. t, r W EAST ELEVATION iOR0- 07 ESS1oNP�. SCALE 1/4"=1' A 28'-0" 9 b 9tf l`, 6P-9" co JIM DEERKOSKI, PE (3) 2X10 ACQ (3)—2X1 0 ACQ (3) 2X10 ACQ y _(3) 2X10 ACQ phone: (631) 298-7116 GIRDER GIRDER GIRDER GIRDER ® BALCONY Co O ITCH TO DRAIlT I I o N r O r r -1(LJ a .. x iii LEDGER BOARD TO BE FASTENDED N TO BUILDING WITH TIMBERLOK® SELF-COUNTERSINKING SCREWS 8' BY OLYMPIC MANUFACTURING (2 SCREWS ® 32" O.C.) _ 7'-8 --6'-3 '-3 71-81' • p °. r p. D• v °. • . D• v M D` i v • D` d . D o -�- • d p4. d . o -�- . d pQ. d . o . d pa- d . „ - - , d pQ. N 4 4 4 (3) 2X10 DF#2 HDR. e • (3) 2X10 DF#2 HDR. .a LO , o� �4 LO 21— o ^ U a » ro o �O �• _ ,,p I U to D ^ d v r . p Q I � 4.4 N N . LL- a LL- d p 4 d O r °q N 00 O a0 i0 X ,d O d 4 a o° , cq I 4'-10 N O e N 'b. 4 °4 � m -� o �o pQ ,c .� `� o, o, D, '~ BEDROOM � BEDROOM • D D4 d ' 4 O o D 4 ° `— 00 pp ° • ( ,, I N N N .a 5X5X1/4 STEEL COLUMN 5X5X1/4 STEEL COLUMN o D D, 42"X42"X12" FTG. w/ 42"X42"X12" FTG. w/ M o° (6) #5 REBAR E.W. 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