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HomeMy WebLinkAbout37442-Z TOWN OF SOUTHOLD o�SUFFO(�-Co BUILDING DEPARTMENT ti a TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37442 Date: 8/15/2012 Permission is hereby granted to: Ragusa, Paul 55 W 74th St New York, NY 10023 To: construct a roof deck to an existing dwelling as applied for At premises located at: 165 Wood Ln, Peconic SCTM # 473889 Sec/Block/Lot# 86.-6-2.3 Pursuant to application dated 8/1/2012 and approved by the Building Inspector. To expire on 2/14/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $231.20 CO -ALTERATION TO DWELLING $50.00 $281.20 �` � ._..__._—Building Inspector- �'��— FIELD REPORT DATE COMMENTS FOUNDATION(1ST) C - ------------------------------- o C FOUNDATION(2ND) ROUGH FRAMING& y PLUMING ' p INSULATION PEA N.Y. STATE ENERGY COTE FINAL gaa O e-/,5-l a-- ADDITIONAL COMMENTS e/o - 1319 c � � �' • 0 z dl) r1m=A , t2 (9) k/4,000, �m Mr7 c e TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIS 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 appr6"va1— FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit ! Examined d/5",20Storm-Water Assessment Form Contact: Approved ;20Mail to Disapproved a/c Phone: Expiration 20_h� D Building Inspector AUG — 1 2012 PPLICATION FOR BUILDING PERMIT (("11 BLDG DEPT. Date ("TLi Lc,J 1 , 20 I 2— TOWN TOWN OF SOUTHOLD 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. ­Joh0 )2&4m I' ILIIderr JAC-) (Signna0ture of applicant or//n��ame,if a c(o�rporation) 'Jo 4`0 (Mailing address of applicant)/t/y 11g71 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder A—CLA G ene.t-ce.-( W�I ryug_�v r'Name of owner of premises 1 &6 UJ01— (Aon the tax roll or latest deed) If applica is a corporatio , signature of duly authorized officer (f), Name and title of corporate offi er) Builders License No. / `�,c1g cq H Plumbers License No. ���,c cm c c 1 H Electricians License No. cf,l' lf,y 1 Other Trade's License No. 1. Location Iland on which proposed work will be done: , 1(0S L JoI)d, LcjAo �Q,CU!'lC zJ House Number Street Hamlet County Tax Map No. 1000 Sections Block ' -''0'(o Lot �•3 Subdivision '' .0" ` FiledMap No. Lot /State existing use and occupancy of premises and intended use and occupancy of proposed constructi6n: - a. Existing use and occupancy one- 6LMALA ill k IT a b. Intended use and occupancy tCLmNd w,- A,!i 3. Nature of work (check which applicable): New Building Addition Alteration ✓ Repair Removal Demolition Other Work (Description) 4. Estimated Cost ,�(/f j� � Fee . (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor I If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. X /a 7. Dimensions of existing structures, if any: Front lk Rear It Depth Height 16 ` &Aa 9Number of Stories 1 Cin d.. 2- Dimensions Dimensions of same structure with alterations or additions: Front 71, ` Rear - y,Y Depth Height I or 4.n6 Af I Numberof,Storiest,­ I-_q,,+Z Z i 8. Dimensions of entire new construction: Front 1 -3 ( Rear 1 3 ` Depth _ Height a Number of Stories &1� crm ;I rl-L f(u�� 9. Size of lot: Front 2-01.�S' Rear--j-q(,,5y Depth 3,f J• Z 10. Date of Purchase 11 b a Name of Former Owner W tLr•(`r°k cLn�, ELI .` L 11%) kj o 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO '� Will excess fill be removed from premises? YES NO I//q P 51.S:,Ld. ,7Ytc-Jl .,13 14. Names of Owner of premises raLL.� RU use. Address /V(,/V4 i0023 Phone No. Name of Architect K h Address R U• Qct 6It..foatl4olghone No Name of Contractor ohn f3 +inn; I der,7�cr Address 13ff00ALjoc� /fir-- Phone No. 76 s I5-4V do"s+A"l 1, V(y Ilgl1 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) SS: COUNTY OF &&Co11L) 2er-+0-cx ' 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. Swo to before me this yof 20 ��- tary Public LYNDA WSOW Signature of Applicant NOTARY PUBLIC,State of New York NO. 01 B06020932,Suffolk Cour y— Term Expires March 8,20-1_c-�, V z James F.King,'President -`'�'®f SO(/,y® Town Hall Annex Bob Ghosio,Jr.,Vice-President l® 54375 Main Road P.O.Box 1179 Dave Be � rimn Southold,New York 11971-0959 John Bredemeyer G Q Michael J.Domino �® a® Telephone(631)765-1892 Fax(631)765-6641 G,®Uff BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 7857A Date of Receipt of Application: July 2, 2012 Applicant: Paul Ragusa SCTM#: 86-.6-2.3 ,Project Location: 165 Wood Lane, Peconic Date of Resolution/Issuance:July 18, 2012 Date of Expiration: July 18, 2014 Reviewed by: Board of Trustees Project Description: To construct a second story deck addition over existing 1 '/2 story roof with access to deck from a door from the existing 2nd story master bedroom. 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 application,received.on July 2;2012 and project plan stamped approved on July 18, 2012. 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. Jame . King, Presid Board of Trustees + Uri( ) Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Owner-Agent-Consultant Contractor Other CireleOne I I ) Prope OWNER(N D'Iterent than Appl-Leant) b Oa1�t,aooZ Ori So 0lo' lu I u. f New 1fpi.IvLf X0023 Telephone#. 31 Q Fax#: b 34 Tel hone#: Fax#: ; I E-Mail: E-Mat /' �i b ml a1 and e-o i 1 e. Aafi to aLro 10 fan a a.. co r-j Property Address-I(D ((�C�4j � Pec LC- MV Brief Description of Construction Activity,Proposed Structural BMPs,Soil ! s.0-T.M.# mill -kia- Q1 -Z-3 Stabalization BMPs,Project Scope and/or Sequence of Construction Activity* District Section MwA Lot tProvkle Adds t W Pages as Needed) Na/m�e of Contractor andlor Contact Person Responsible for Implementation of SWPPP: ---2 h f � (: C� 9 ` �J IJE 1 1 (� fir- ----- ((,,�. LLII ------ Address / ---6 _x���tJlrl Z �JS>r L7 Telephone# MIK'I iFSaid, lZ N a�I --- �- l�hll --- -- b31 71of-3 )G, r E-Mail: bf�tkxn ---�/J� _G►�'�,� s1-- Js/ __ "I rXe -- - Name of Persons Responsible for Installation 3 MeIntenanca of Erosion Control Practice: � ��kf_ Q-'---------_ ---------------------------------- Address: i Telephone# Fax# -------------------------------------------- i I E-Mail: Total Area of AllTotal Area I ea of Land gearing -------------------------------------------- '��•3 Project Parcels: and/or Ground Disturbance: 0 (S.F./Aces) (sF rAaes) Project Duration: - Start FEnd ------------------------------------------- (Anticipated) ______________________________ _---_— (Anticipated) ! Q Date. C Z0 10G ----------------------------------- ( um Calendar Days) ' ......... t Will this Project Disturbe five(5)or More Acres at ....._—.,_—.„_,,,,------------------------------- O � , Any One Time During the Proposed Development? Yes No ---------------------------------- IfYES:Please Answer the Followingl a. Does the Applicant have a Qualified Inspector On Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP Indicate How Frequently the Site' List the NAMES or description of all Potentially Impacted Waterbodies and/or Wetlands: Inspections will Occur and for What Period of Time? Yes No -__-_��n 4_l�tC* t�n�.S c. Does the SWPPP Adequately Identify All Temporary Q -------------- and/or Permanent Sol Stabalization Measures? Yes No ----------------------- d. Does the SWPPP Adequately Identify a Complete ------------------•------- ------------------------ Project Phasing Plan? I Yes No j e. Does the SWPPP Indicate Additional Site Specific O Status of Impacted Walerbody:leg.TMDL,303(d)Listed,Impaired._) t Practices that Will be Utilized to Protect Water Quality? Yes No ' - - --- -�--- -- ---- f. Has the Applicant Submitted a Completed DEC Notice (------� ----------------------- ; Of Intent and SWPPP Acceptance Form for Review LJ O Type ofImpactedWaterbody (eg.Lake,Creek,Bay,Pond,Sound,FreshwaterWeaand_) by the Town of Southold? Yes No !-jrcf}� W rz.k M1Pi_ S'1 ATF:OF NEW YORK, COUNTY OF ................SS ; Zbat I alnA !e► ... �► ..........being duly sworn,deposes and sa s thaL�p,�t'�s 11.11 .. (Name of Ind vidubi signing Document) �te alit for Permit, - Notary Public,State ofi New York And that he/she is the .................................../�� ��k-rmemr No.01 BU6185050 f (owr,en,ContractorAgentCorporateOificeretcj..C3ut +�1"iec7iriSuffdix-mamw...j1 ...... I Owner and/or representative of the Owner or Owners,and is duly authorized to peQWIWA E tfti �and to i I make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and I that the work will be performed in the manner set forth in the application filed herewith. E f f Sworn to before me this; I .............................1 ...•---.........d4y of.. _A.... ................ 20..Q- 't 0 Q- Notary Public t^�... ............. (Signature of Applicant) SWPPP Assessment FORM: 03-12 ZJ° T.®.S. "SWPPP" Preparation - Chapter 236 For DepartmentUseOnly: Storm Water Pollution Prevention Plan s.c.T.M.fi: Property Address: Review Checklist Checklist # 1 1000 District TTG Block Lot REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: Does the SWPPP Adequately Provide for and/or Indicate the Following:) ,YES, NO ,N.A.,Explanation for NO or NLA. Plan Sheet 1, Drainage Calculations&Stormwater BMPs Desi Heti to containa Two Inch Rainfall On-Site. I Location(pg.#) ----. _--•----------___ 9__.. l 101 Construction Phasing Pian Indicating Sequence of Pro osed Construction Activities. + , 1 1 --'---- --- - ---------•- ._-.. _.._.. ,. 3. General Location Map.__-_ _ - - - I I I t--------- --_- -- Dralange Site Plan Drawn to Scale at Sixty-(60'Zfeet to the Inc_h_or larger indicating the Following_ - a. LOC9tI0r1andD@sgrip_tlonofPro .gryBoundarles;_-_L . .__. b. Site-Acreage;_ _ , , r ;----_-_..__._...__..._-- -•-_-____.______ c, All Existing,Natural and/or Man Made Features on and within 50'of the Pro ert Bounds d. Test Hole Data Indicating Soil Characteristics&Depih to Seasonal High Water Table; e. Contours Indlcatin Property Elevations + �01�, - --•---•--- -•- y - y- - �- f. Spot Grade&Finish Floor Elevations for Existing and Proposed Structures; --- _•61`- --- -_-l' ---- �(� 0 g, Loca on WoodedAreaia latedTreeswithaMinlmumDimensionofl8"Diameter, r�i�ir-7�;"'-------------- -----------_______ .._•.__ ' h, Soil�onse`rvationbfs�rfcfSoifSurvey:• "_ ""------•'-`-.._-___..- __--•_ -- -_- ----- S. Background information about the Scope of the PtoJect,Location&Description of the Slte, ,C�,�,O, --""""'-'-•- ----------------- - Proposed Changes to the Site and All Existing Development on the site Including the Following, a, All Imtn�yem�r�t�lrl�lu�(ns Tota(.Acea of l and.R(�t�rbanop�s TRtal Site Area; b. All Excavation,Filling,Stripping&Grading Proposed and Identified as to depth,Volume "-"'-'------•-------- - r 1 c. NI Areas RqqylrLng RequiringClearin and/or Grubbin • ........... -" + r----- - - ----•---- d. All Areas Where Topsoil is to be Removed,Stockpiled and where Topsoil will ultimately 1 1 e. All Temora &Permanent Ve etation to be Placed on -- f. All Tem ora &Permanent Storm Water Runoff BMP'Control'Measures Proposed; d--------- 6E - -- - g: The Anticipated Pattern of Sutface Drainage During Periods of Peak Runoff I i 1 1--------- -------- -- --- -- --- - - __--- - J ' I�I- ---- } h. The L'ocatlon of'all Roads,Driveways,S(dewalks,Patfos,Structure-s,Utiiities&Other I I I I -----4------ --_---___ __._ -- -- -•- --•---- O'0'------------------ Th Im rovements, ncluain Temporary Access&Construction Sta in Areas; -`-- -` , , , t e Ex-(sting-1_Flfial 0onfouis an-aor-Spot 5(eva8ons ofthe site: 5• A Schedule of the Sequence for the installation of Ail Planned Soll Erosion,Sedimentation &Stormwater Runoff Control Measures. 7• Descr(ptlon of Pollution Prevention Measures that wlll be Implemented. - i[�101 CZt, - - - - - -------_-- - 8. A Description of the Minimum Erosion&Sediment Control Practices to be Installed and/or 1 i^i�,----------------------------------------- -----` ------------- for Each Construction Activity-L at will result In Soli Disturbance. 9. Description of Construction&Waste materials Exptedecto_be Stored On-Site, - T' - �- I r---i I Temporary&Permanent Soil Stabilization Plan that meets the Current Version of the ---------------------------------------------- - New York State Storm Water Desl2n Manual Technical Standard_--R___ -------------------------- 11. General Slte Plan and Construction Drawin ---- a ----. -- -- `--" ' ' ''---------------- g iC�iOiC�i -- Imenslons Material S eclUcaUons&installation Details forAl Erosion&Sediment Control Practices ,Q,O,[ , --^""'-""'--------------- __ 13. Temporary Practices that will be Converted to Permanet control Measures. I , f---------------------------------------------- Ln14. Implementation Schedule for Staging Temporary Erosion Control Practice or BMP, ------------------------._.- ---__ 15. Maintenance Schedule to Ensure Continuous&Effective Operation of Erosion& , , , , -"'- ------ ------------------- ----_-.. ediment Control Practices. iF Names of Potential Surface Waters of the State of New York and/or MS4 that may be r---------------- ------------------------- Im acted b Develo ment. Delineation - ------- + I 1 -------- 17. Delineation of Storm WaControl Plan Im lementation Res 'onsib(lities for Each art of the ---'" --- TE ---------------- ------------------- ---------- ----------e------------ -----___'�'� ' _ ---Project Construction Site.--- , I r----------------- ---------------------- ----_ 18. All other Existin Data that Describes Storm Water Runoff and/or Natural Drainage Swaies_ ;(�;�;��------ ----- --- "---- ------ -- -------------5-- ------------------------------ 19. Identlficaflon of All Contractors)/Sub-Contractor(S) Responsible for Installing,Constructing, ' + ----------------- ------------------- -- ---------- Repairing,Replacing,Inspecting and Maintainin the Erosion&Sediment Control Practices. 101l�i�i - Storm Water Management Control Plan Checklist# 1 : 03-12 u4z�* DEC "SWPPP" Preparation - Chapter 236-19 For Department Use Only;Storm Water Pollution Prevention Plan s.c.T.M.M Property Address: Review Checklist Checklist # 2 1000 (Additional Items to be included with Checklist# 1 when Article III Is trigered.) District Saor:on Flack REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: Does the SWPPP Ade uately Provide for and/or Indicate the Following:) YES; NO N.A.,'Explanation for NO or N.A.Must be Approved by SMO Plan Sheet 1. Does the Plan Ind tate and/or Show all Items Required b Checklist #1" n this Packet? Location(pg.#) 2. Does the Plan indicate and/or Show a Description of Each Post-Construction Stormwater Management Ptacttce? �Q I C]l , - 3. Does the Site Plan/Construction Draw(ng(s)Indicate and/or Show the Location&Size of I I , Each Post-Construction Stormwater Management Practice 7 4. ---_--- - - Does the Site Plan/Construction Drawings)Indicate and/or Show Hydrologic&Hydraulic Analysis;O For All Structural Components of the Stormwater Management System for Applicable Storms 7 I , 5. Does the Sitio Plan/Construction Drawings)Indicate and/or Provide a Comparison of Post- - 1 J I evelopment Stormwater Runoff Conditions with Pre-Development Conditions 7 __-_---- - - _-•_ . 6. Does the Slte Plan/Construction Drawings)Indicate and/or Show All Dimensions,Material Specifications&Installation Details for Each Post-Construction Stormwater Practice? 7. Does the Site Plan/Construction Drawings)Indicate a Maintenance Schedule Provided by the Constractor(s)to Ensure Continuous&Effective Operation of Each Post-Construction Stormwater Management Practice 7 8. Does the Site Plan/Construction Drawings)Indicate and/or Show Maintenance Easements to Ensure Access to All Stormwater Management Practices at the Site for the Purpose of Inspection and Repair? 9. Does the Slte Plan/Construction Drawings)Indicate and/or Show Inspection and Maintenance -� ��� -----_ Agreement(s) that are Binding on All Subsequent Landowners 7 10. For _be_ _.Pre__par_ ed&All SWPPP shall Activities meeting the Threshold in 236 Signed By a Professional In the Principles and Practices of Stormwater Management&Treatment Who l=I lam'[6, Who Shall Certl_N thatt he Desi n Meets the Re uirements of Cha ter 236. ' ' ' l4 11. Does the Plan Indicate and/or IdentlfyAll Potenttal Sources of Pollution which may affect the ' ' ' ------------------4--------------- QualltyofiStormwater Discharges 7---_---- ___.______�__..„___. i �__ 12, Does the Plan Provide Documentation Supporting the Determination of Approval with Regard -----""---_ to Historic Places or Archeological Resources that Includes the OLowing _-_a___--� I l r------------------ a. normationwhetharthe stormwaterdischarge orland development activities wouldhve , , , , � -------'-------------- - -. -.-_-___ an effect on a property that Is listed or eligible for listing or eligible for listing on the Q Q [ SL4lt or National Re Ister of Historic Places• ; ' ' ' qj b: The Results of Historic Resources Screening Determinations that have been Conducted: il�i�il�~--"" --'-- - --------------------- -- _ - c. Desa�(p8onofMeasuresNecessarytoAvoidorMlnimizeAdverselmpactsonPlacesListed'i0;0}, '--'-_"`-""""`-'-------------------------_- ..____.___._ or Eligible for Llst(n$,on the State or National Register of Historic Places;and - _—. _. __________.___._____._J f I L--_----.._— d. Whara Adverse Effects May Occur,Any Written Agreements in Place with the NYS Office j I ----------------- -----.._ of Parks,Recreation and Historic Places(OPRHP)or other Governmental Agency to Mitigate Those Effects. ______._.. ------ 13. A Description of the Soils)Present at the S(te,Including an Identification of the ---------=-- ---------------------_.,., HydraullcSollGrou.P-------------------------------- 14. Identification of Any Elements of the Design that are not in Conformance-with the I I -" "'--- ------------------------ Design manual,Including Reasons for the Deviation or Alternative Design and a Description i i i E:2�1 of the Equivalency with technical Standards.-�-�__ ---_____ ------------e-----•----- 15. A Hydrologic and Hydraulic Analysis for All Structural Components of the � ' ' r----------------- ----------------------------- Stormwater Management t_ontrol System_____ _ ;Cl;O;Lam; 16. A Detailed mmry,Suawitty Catculations,of the Siz_ing-Criteria that was Used to Design I , , ,------------------ ------------------------ ----- All Post-Construction Stormwater Mana ement Practices. ------•-•- *-- ----- ------------------------------------ 17. An Operations and Maintenance Plan that Includes Inspection and Maintenance - ' ' ' r -` ----------------------- Schedules and Action to Ensure Continuous and Effective Operation of Each Post-Construction Storm Water management Practice. Storm Water Management Control Plan Checklist#2; 03-12 i Town of Southold - Chapter 236 - Stormwater Management <, CONTRACTOR CERTIFICATION STATEMENT Prior to the commencement of construction activity,the owner or operator must identify ALL contractor(s)and sub-contractors)that will be responsible for installing,constructing,repairing,replacing,inspecting and maintaining the erosion and sediment control practices included in the SWPPP;and the contractor(s)and sub-contractors)that will be responsible for constructing the post-construction stotmwater management practices included In the SWPPP. The owner and/or operator shall have each of the contractors and/or sub-contractors identify at least one person from their company that will be responsible for implementation of the SWPPP.This person shall be known as the trained contractor.The owner and/or operator shall ensure that at least one trained contractor is on site on a daily basis when soil disturbance activities are being performed. The owner and/or operator shall have each of the contractors and subcontractors identified above sign a copy of the following certification statement below before they commence any construction activity: CERTIFICATION "I hereby certify that I understand and agree to comply with the terms and conditions of the SWPPP and agree to j implement any corrective actions identified by the qualified inspector during a site inspection.I also understand j that the owner or operator must comply with the terms and conditions of the most current version of the New York State Pollutant Discharge Elimination System("SPDES")general permit for stormwater discharges from f construction activities and that it is unlawful for any person to cause or contribute to a violation of water quality standards.Furthermore,I understand that certifying false,incorrect or inaccurate information is a violation of the referenced permit and the laws of the State of New York and could subject me to criminal,civil and/or administrative proceedings. HAMS Title: Datc In addition to providing the certification statement above,this page must also identify the specific elements of the SWPPP that each contractor and/or sub-contractor will be responsible for: Specific SWPPP Element: A11A (Please Describe Here) t ------------------- ---------------------------------------------- NAME and TITLE of the Trained Contractor(s) responsible for SWPPP implementation; NAME Title: Dale: NAME, address and telephone number of the Contracting Firm; ------- ------------------------------------- Property Address and Suffolk County Tax Map Number of the site; -------- S.C.T.M.#: 1000 BlDistrict Section oek Lt ------------------------------------------------------- i i The owner and/or operator shall attach All certification statement(s)to the copy of the SWPPP that is maintained 1 at the construction site.If new or additional contractors are hired to implement measures Identified in the j SWPPP after construction has commenced,they must also sign the certification statement and provide the ; information listed above. For projects where the Department of Environmental Conservation requests a copy of the SWPPP or inspection reports,the owner and/or operator shall submit the documents in both electronic(PDF only)and paper format within five(5)business days,unless otherwise notified by the Department. SWPPP Certification Statement FORM: 03-12 Southold Town Building Department P.O.Box 1179 Permit#: 37442 \� 53095 Main Rd Permit Date: 8/15/2012 Southold,New York 11971 p��0 �91 (631)765-1802 Expiration Date: 2/14/2014 Parcel ID: 86.6-2.3 BUILDING PERMIT RENEWAL LETTER Dated: 4/10/2015 Applicant: John Bertani Builder Inc Location: 165 Wood Ln, Peconic Work Description: ALTERATION construct a roof deck to an existing dwelling as applied for A FEE OF $231.20 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Ragusa, Paul Address: 55 W 74th St New York,NY 10023 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. (I UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECAnC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(7)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(A)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION USTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEGUENT OWNERS. (5)THE LOCATION OF WELLS(V),SEPTIC TANKS(ST)@ CESSPOOLS(CP)SHOWN HEREON APE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED MOM OTHERS. 400 Ostrander Avenue, Riverhead, New York 11401 tel. 631.121.2303 fax. 631.72-1.0144 admin@youngengineering.com Howard W. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer Robert G. Tast, Architect W � E � � I SITE DATA I � S � I I AROO R '71,03 SQACRES FT I I I I I I * MAP AMENDED ON JUNE 25, 2012 TO INDICATE DISTANCE " FROM H0U5E TO WETLAND ONLY. - _ - I K I I WETLANDS AREA = 11,223 50. FT. OR 15.6% I s orrr'er�y , or f orrr' monn now °r OY ' _ - f " n°w °Septi Dov onn I a L15o FreSe - "�" Edmund � nn �o I I � um Robert �e __ Goro\ I f� 1or ( M C I °a�'O C1t� e5ATE a� i l81 ° io O I 0 6 I ry i 0 ° ' Q LE °� , r-12 SURVEYOR'S CERTIFICATION ( 8 ry0: ba WE HEREBY CERTIFY TO PAU L RAG U SA THAT TH15 SURVEY fl I �D W �. ' ` c I ' A5 PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE I I \ bI' s.a p� sr i w ' FOR LAND SURVEYS ADOPTED BY T,-{E NEW YORK 5TATE I Z I � WETLANDS \ Ey S,s, � y ' I A550GIATION OF PROFESSIONAL LAND SURVEYORS. tea. I O sl - ---------------------- --------- ----- 3O o ' I 4p9c0 .�6 0 =8I b 1 Q F ---- --- w � 7c E 6�• , u Z I � 1--� .`tip: ""° ..,�.':..... -W'�„, �V E ;W ( HOWARD W. YOUNG, N.Y.5. L.5. NO. 45643 W '7T �••' N�TLANDS A5 IDENTIFIED d O 1 \ D S E LOCATED BY YOUNG d YOUNG 1 ; C 4 ON 0'7/27/10 1,It 1 IIL `' 1 It SURVEY FOR 00 3,q+�j• c�. " PAUL RA&USA I iv+ T,.r•t.� T bti OF x(4'00 W at Feconic, Town of Southold E ' s A-4 li4-e't � Suff o I k County, New York O BOUNDARY SURVEY C o County Tax Map DiStFict 1000 Section 86 Black 06 Lot :2.5 W o FIELD 5URVEY COMPLETED JULY 2-7, 2010 0. .A MAP PREPARED JULY 28, 2010 0Record of Revisions RECORD OF REVISIONS DATE ADDED OFF5ET TO WETLANDS JUNE 26, 2012 ADDED WETLAND AREA It PERCENTAGE JUNE 24, 2012 0 a J `s 40 0 20 40 50 120 0 CD Scale: 1" = 40' JOB NO. 2010-016-7 IL DWG. 2010_0161_bs I OF I C7 = MONUMENT 5ET ■= MONUMENT FOUND = STAKE 5ET O= 5TAKE FOUND NUMF;ERED WETLAND FLAG 0 0 0 o X =JI . . -, Ll = _j= W w Z z VV or, .. 11 11 1� ILLL11 11 11 ILI ' ll 11 il ilcn W V r " ♦ 9 Z Z O � " % mom Z LAJ � A a r ♦ _�I _` z In 77777 (n Z FRONT ELEVATION 0 SCALE: 1/4" = V-0" W a— J _D000 Q r_�uo �000 - ���mor �r�oo w�or O 7�n F--If z � N - �DUU�7C IICENc'�O 0000r- - �i- W 771 � to RIGHT ELEVATION W SON XJL SCALE: 1/4" = V-0" Q O O c. � zm = 1*4,__ • 0 00-N U) M 0- 0 (0 W � 0 d OC � n 12 TM c , LI � I : ERTIFICATE 1 11 APPROVED AS NOTED DRAWN BY: JF/MH �o DATE-,�[,� FEE:=3=�Y February 15, 2012 N®fiIFY ®UIILDINC D PARTMENT AT E AM TG 4 P ®LL®WIN® INSPECTIONS: FOR THE SCALE: NTS io- o� o ' 9. F®LINDATION•TWO REQUIRED F®R POURED CONCRETE I�OUOM•FRAMING,PLUMBING, i� I N� ��TI®,IN N' ELECTRICAL&CAULKING SHEET NO: 4 1INAL-CONSTRUCTIONS ELECTRICAL MUS'BF COMPLETE FOR C.O. --- ---- ALL CONS TION SMALL MES TH Rfr ZV'PRMENfiS OF THE CODE Yf"AY(STAT. lNOT RESPONSIVE o$NEW ERn REAR ELEVATION Cf-&414 OR SCALE: 1/4" = V-0" 37 0 0 PROVIDE FLOOR DRAIN - X w/ CONCEALED PIPE TO 0 W OUTSIDE, CONNECTTO 00 - DRYWELL PER CODE M 3/4" EXTERIORT&G SHEATHING w/ EPDM, FLASHED AND INSTALLED 4 PER MFGRS. INSTRUCTIONS. W 2X6 DF#2 @16"OC 2X ACQ SPLEEPERS, 5/4" DECKING > W (2) 9-1/2" (2) 9-112" 0 V Z ML ML I — - - — % w �(2)1-3/4X9-t/2 ML BEAM WEn W 0 w Z o EXISTING az 3 � � V Zi CUT EXISTING ROOF PORTION OUT W C/1 _ AS REQUIRED.ALL JOISTS TO BE A W OTHRU-BOLTED AT EACH RAFTER.USE V r� Z p„4 �_ WASHERS. BOLTS w/NUTS AND O'N 911 %%0 V / r-I Z -------------------------------- H --------------- Q W v e J CROSS SECTION- 1ST. FLOOR PLAN SCALE: 3/8" _ 1 _0� 11 � SCALE: 1/4" = 1'-0" -- r S • LI ENSU 24"OC 4" • W 4' • A A • • 4" I. I I I I j I I I ,7 4' 17 / • :14- i I ' l ' ' •J W Q N ti 1 ! i !• 1 I J X _IU") I I I Q OOcfl I lll\ 1 .. �IIi II�I II� • 'Ii I I Iti I • 3S/H4E"AATPHAI , , © -------------------------------- ----------- ---_---- Z) te`aVCa UOa. O co #10 STAINLESS STEEL +OR GALVANIZED W WOOD EWS W/ WASHERS 12"O.0 NGPLYWOD 1R"APA RATED SHEATHING -------------------- O 1 PROPOSED DECK o II I q ' I I I e: GRADE PLYWOOD INSTALL FLOOR DRAIN \10(ALTERNATIVIVE:7/16"O.S.B.) 1/2"APA RATED SHEATHING I I I I t GRADE PLYWOODVIF e I • I I I •• I I e I ! 1 iS 11 e 1 ' 1 (ALTERNATIVIVE:7/16'OS.B.) I /' I I' I ,N I 1 1 I I I ( I I 2X STTUUDS l ' ' I I � , I 1 1 � • ' f � • � f •• I� I e I� ' • NOTE: 11 #10 STAINLESS STEEL DOOR PER CODE 131-� OR GALVANIZED 1 111 I WOOD SCREWS W/ e #�LESS STEEL WASHERS @ 12"O.C. ( ( ( I ( / I I I I ( I I OR GALVANIZED _I l \' 7 I I II ) I III I II .e I I• ODD SCREWS Wl WASHERS @ 12"D.C. WINDOW SILL W W DRAWN BY: J F/M HI MULTIPLE PLYWOOD ASSEMBLIES ! # 2 STUDS CONNECTED TOGETHER WTTH STAINLESS STEEL - - OR GALVINIZED BOLTS W/WASHERS AND NUTS @ 2'-0"D.C. February 15, 2012 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL SCALE: NTS AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" 2ND. FLOOR PLAN AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO ��1 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 SCALE: 1/411 = 1''O11 SHEET N O. ni 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. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL D - USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOIUJ MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS Q O ENDWALL RAFTER WALL STUD CRIPPLE STUD o BOTTOM PLATE o RIDGE X LEDGER BATHTUB ° HEADER DOUBLE JOIST SIDEWALL cc JACK STUDS RAFTER W FLOOR USP NUMBER DESCRIPTION APPLICATION W 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS w ANCHOR TO FOUNDATION W/ANCHOR BOLTS 0O V BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT Z CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 W HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP t ` 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 RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH(2) JOISTS. UNDER WALL. V A THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE W h--I w V BLOCKING @24"OG Q w H WALL STUD aj z Z THROUGH-ROOF EXHAUST Q VENTS SELECTED AND U LOCATED BY CONTRACTOR W w METAL STRAP rr� y CRICKET AT TOP-SIDE OF VENTILATION CHANNEL Z V z a RIM BOARD CHIMNEY AS REQUIRED ~ RAFTER ` Qj Ln SILL PLATE(S) WALL SHEATHING RAFTERS (•�� MAINTAIN �O SIDEWALL FLASHING VENTILATION WOOD JOIST (n FOUNDATION ' ' - - FINISH WALL AND MOISTURE TOP PLATE ^` BLOCKINGxLEDGER BLOCKING O STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING , 2x4 SOFFIT JOIST H AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL-- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - GUTTER INSTALL 4'0"O.C. ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER � �� �� 4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS THE SPACE VENTILATED. ALL OPENINGS 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 L•` INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF 1/4 INCH IN DIMENSION. �7OFFITED EYE 8"- 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO ON ALL OPENINGS / GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER J INSTALL 4'0"O.C. ACTION PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND CONNECT TO ROOF VENTILATION OVER BEARING WALLS AND HEADERS 14-1- 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS / 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR / EACH RAFTER ON ALL OPENINGS KEEP ROOFING NAILS OUT SOFFITED EAVE DETAIL 2ND. FLOOR WALL OF FLASHING ' ROOFING LAPS BASE FLASHING 4 INCHES / RAFTER BASE FLASHING WRAPS CORNERS, \ RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENTv��� WOOD OISTzi 11 r TOP PLATEC- SIDE WALL FLASHINGGIRDER/HEADER T 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD 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 ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH INSTALL 4'0"O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE 8@v- 16�� MSTA48 1-1/4��x48�� 16ga. STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2•• HIGHER THAN LVL HEADERS W ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR OF ROOF TO ALLOW FOR SHRINKAGE. 6 REDUCE BUMP OUTS W PLATES TO EACH STUD Z DBL. SILL PLATE C7 .J V Z TERMITE SHIELD SUBFLOOR z (0 SILL GASKET WOOD JOISTS W 0 N TYP. CONIC. FOUNDATION \ CONC. SLAB ` NEOPRENE _,,, i _I -`� L0 n M GASKET '^`� ( 2x6 /2x8 CONTINUOUS WOOD PLATE O O to 6 IL. POLY �� i Q DAMPPROOF EXTERIOR V BOLTED TO STEEL BEAM WITH EMIL POLY ON EXTERIOR z m = GRANULAR FILL � a .p _ `� i 1/2 DIA. BOLTS 6� 48" o.c. STAG. � ° v STEEL COLUMN ° � � I " O CONC. SLAB ° �'p - a c' ° ROOF JACK ��� \`� ' n " STEEL BEAM vJ V COMPACT FILL ^ `� 4" x 1/4" x 8" STEEL W �1 p ` ROOFING LAPS �� TOP AND BOTTOM PLATE KEYWAY FOOTING o n •,� �_ ,� CONIC. FTG. p , a p o FLASHING AT WITH 1/2" x 6" ANCHOR BOLT a _ o ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP �� I 1/2" GROUT O (USP LBPS58 OR BP583) p � REINFORCING BAR _.. 3" STEEL COLUMN FOUNDATION 5/8"DIA.ANCHOR BOLT �- Til � l DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS I I 1 l 10 KIPS J SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72"OC -" SILL PLATE TO FOUNDATION TYPICAL BEAM DETAILTYPICAL GONG. FOUNDATION. APPLY PILASTERS MIN. 3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONIC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36"OC WHERE NEEDED FOR STRUCTURAL BRACING. STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC SLAB-ON-GRADE ROOF JACKS 4 VENTS DETAIL CONC. SLAB II SUBFLOOR DOOR FRAME 6X610/10 WWM GARAGE�� COMPACT FILL DOOR Q-- JOIST USE 2x8 DRAWN BY: JF/MH FOR BLOCKOUT STEEL BEAM 4" SLAB y = SLOPE February 15 2012 P.T. PLATE W/ 6X6 WMM 4"DRIVEWAY—® NOTCH JOIST AND ADJUST HEIGHT rY i AT2END AND AGE < ��° °�� "1 1/2" ° e TO BE APROX. 1/2(WITH A NAILING " OR HIGHERFEETEDN __ �, � G�C'^ IDES OF WOOD ,o �- p ° ° ° - GRADE 4 --z� --^--« --^- D D a ; •; ° STEEL BEAM TO ALLOW FOR SHRINKAGE SCALE: NTS L` ^ e BEAM � S ° ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 12" p ���= p 6X6 W.W.M. Q -„� Q- - Q o ° I I ° a ° ° ° • _ MIN. �,'° c ° '^ P-% L!'a 'r ^ o ��'�` NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM p p , a D n I p ,— SUBFLOOR •' REINFORCING BAR - NOTCH EQUALS 1/4 DEPTH OF BEAM ' o DRAIN TILE _ • c ' REINFORCING BAR'.I SHEET N O a ° ° �- �--Jo p° SHEET METAL/30# FELT UNDER BEAM AT POINT a La`n d° ° '° ° OIST 12" OF CONTACT WITHCONCRETE OR CONC. BLOCK _ _ I STEEL BEAM D a ° 3'• TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. °„ SHIMS TO LEVEL BEAM - PLATE(BOLTED TO BEAM) REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET a NAILING SCHEDULE V AN CONTENTS: 0 �� ® WIND FRAMING NOTES �'�- � 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING X 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 TOE-NAIL BUILDING HEIGHT TOP PLATE 10'WALL: 4-8d COMMON RAFTER 1).The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION intent and framingdetails.The are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to to late shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH Y 9 g P P TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST 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 PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION GODS AND > w 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 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL w Z sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES O V ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 v 'z 2).The General Contractor is responsible for ensuring that all work and construction 3) WALL-TO-WALL SSE BLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 ,,3.. w 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 V 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 A (� 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 W P-1 w accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 Q w Z, hV 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2- 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 Z Z First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 ,� Q 4).The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 4p CA responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL w 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 NOTES GAURDRAILS ZANY DIRECTION) 200 precautions and programs in connection with the work. There are no warranties for a bottom late, 3 inch square washes shall be used with the anchor bolts.Anchor bolt Qn'• SPACING X 0 Z � P P 9 P q 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 TO PER FACE NAIL TOP PLATE 2- 16d COMMON FOOT 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 w 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE < GENERAL NOTE PAGE ''^ �O INTERSECTIONS 4- 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE v / ~ 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE Z 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 exterior STUD 2- 16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE O 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 F� 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 COMMON PER 2x4 STUD END TRUSS DESIGN 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 COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE T0:FLOOR JOIST BAND JOIST, 2- 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1). The General Contractor and Mason to review plans, elevations details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 LI,.I p GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD t- determine intended heights of finished floor(s)above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED J NAIL NAIL 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 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. MODERATE SLIGHT TO - 3). Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 110 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE concrete or mason walls occurin in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4-8d COMMON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: ►Y 9 SILL, TOP PLATE OR GIRDER JOIST NAIL 4).Any new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2-8d COMMON EACH TOE be installed with#4 re-bar, 18"long at 12"o.c.. Use approved epoxy for installation. 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 INTERMEDIATE NOTES 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 3500 p.s.i.. Concrete to be TO JOIST 2-8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick.All fill to be compacted to 95% relative densitywith Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O.C. 8d COMMON 12"O.C. SEE NOTES: 1 (BOTH FIELDS) p� R "tial p anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE 3- 16d COMMON BLOCK NAIL @ @ NOTE: 2 FOR PANEL FIELD ��� ���� y� 6"maximum lifts(layers). P P 9 rt, o 6 . Crawl spaces to be provided with a minimum 18"x24"access opening. Install one along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. $d COMMON @ 4"O.C. SEE NOTES: 1,3 v = s o, p pattached with the above requirements. 3- 16d COMMON 8x16 cast iron foundation vent for eve 150 s .ft. of area. q TO BEAM JOIST NAIL every q DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE NOTES 7). Dam roof exterior of foundation with bituminous coating as per TO BEAM JOIST NAIL S e ) pP g P 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 iCE�s�� the below rade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be alvinized or stainless steel. 3- 16d COMMON 9 P P 9• g 9 TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 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. BAND JOIST T0: 2- 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES " g 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2 dia x 7 Ion anchor bolt with washers and nuts. ROOFS EAT H I N G. For framing members with <0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL 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. QTY. SPACING 3).Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12"dia. concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be#2 + BTR. WFCM -SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: W Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. W CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES z 3). Floors,walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD _ otherwise. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts JOINT DESCRIPTION QTY SPACING SEE NOTES: 1 3( BOTH FIELDS) Cfl where needed. " 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD •J z � Z Lo 4). Unless otherwise noted all bearingwall headers to be 2 2x10#2+BTR. Doug. Fir. GYPSUM 7 O.C. EDGE ( ) 9 5d COOLERS " Bearing wall headers to have(2)jack studs and (2)full length studs on each side of all " WALLBOARD 10 O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. SEE NOTE: 3 (� � (V openings. LVL headers to have 3 jack studs and 2 full length studs on each side of 6). Concrete piers shall be a minimum 6 above grade. ( )j ( ) g X WALL SHEATHING: -� openings. Bearing wall window sills shall also have(2)window sill plates for 2x4 wall NOTES � _J ' � O O � openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NAIL � and blocking where applicable. z to girder(s). JOINT DESCRIPTION QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall O 5).All flush beams/headers to be installed with heavy duty galvanized hangers and PANELS WFCM-SBC - O PLUMBING NOTES be used. anchors where applicable to all connecting joists. (n O (0 7/16 OSB 3 O.C. EDGE PLYWOOD 6d COMMON 6"O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply, drainage and venting to be installed as per N.Y.S. Residential U) Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c.5d COOLERS W on plans. WALLBOARD 10"O.0 . FIELD 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. O 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING. NOTE: 7). Provide blocking/bridging in floor joists at 80 o.c.. Use solid blocking in floor joists under all bearing walls. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION QTY. SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 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 permitted. STRUCTURAL PANELS 6"O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. needed. HVAC SYSTEM NOTES 1"OR LESS 8d COMMON 12"O.C. FIELD 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. 3). INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE REFERRED TO IF 10). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor MENTIONED IN SCHEDULE NOTES ONLY. FIREBLOCKING REQUIRED 2). HVAC subcontractor is to fully coordinate all system data and requirements with the adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed equipment sulier. Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) over subfloor as per manufacture's instructions. pp . 1). Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories, and between a top story and the roof space. 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge. If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. g Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities, nailing requirements 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 alternate connectors, levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 such as shear plates, shall be used to maintain load path. feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed DRAWN BY: JF/MH 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. using parallel rows of studs or staggered studs. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, February 15, 2012 13).All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 to be reduced tot - 16d nail per foot. drop ceilings g and cove ceilings. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S. Residential Construction Code. SCALE: NTS 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with N.Y.S. Residential Code. 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of SHEET N O: flame and products of combustion. 5). For the fireblocking of chimneys and fireplaces, refer to N.Y.S. Residential Code. a