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HomeMy WebLinkAbout37736-Z off lr. TOWN OF SOUTHOLD �P - BUILDING DEPARTMENT TOWN CLERK'S OFFICE v� a� 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#: 37736 Date: 1/8/2013 Permission is hereby granted to: Taggart, Jason 1145 Nakomis Rd Southold, NY 11971 To: Construction of a new single family dwelling as applied for per ZBA approval #6295. At premises located at: 815 Wabasso St, Southold SCTM # 473889 Sec/Block/Lot# 78.-3-29 Pursuant to application dated 1/3/2013 and approved by the Building Inspector. To expire on 7/10/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,664.00 CO -ADDITION TO DWELLING $50.00 Total: $1,714.00 1 i ing In pector 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). I 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 I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4 Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00,Commercial $15.00 Date_ � '� 3 - New Construction: Old or Pre-existing Building: (check one) .Location of Property: �f �{ 65 'S� �`©4�j[ k House No. Street Hamlet Owner or Owners of Property: JS a- 6,VL Suffolk County Tax Map No 1000,Section_ Block 7?:) Lot -2- Subdivision Filed Map. Lot: Permit No. _�11 :5 10 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ - Applicant Signature � M1 FIELD INSPE N REPORT DATE COMIVmNTS C� ro FOUNDATION(IST) � - ...........p.----------------- FOUNDATION(2ND) m • 00 z O ROUGH FRAMING& > y PLUMBING C}1 • � cU INSULATION PER N.Y. H STATE ENERGY CODE FINAL t, i \ju I u L, ADDITIONAL COMMENTS a t-1 iLft r V o"- I kl dv uu s o z 4 W J TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need'the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 3�� Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined 0 20 13 Single&Separate Storm-Water Assessment Form c Contact: Approved 0 ,20 Mail to: Disapproved a/c Phone: 631 11� C077 Expiration 0 ,20 I/Y �( Bui ing Insp ctor PLICATION FOR BUILDING PERMIT JAN - 3 2013 l _ / Date -3 , 20 l �� oE�7. INSTRUCTIONS BL TOVIIN OF SOHTHOLD " •--a.--T-his 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 shail 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 wort: authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of plicant or name, if a corporation) (F12 (Mailing address of applicant) 1171?6' State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 44,, (As on the tax ll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which propo ed work will be don 2 r � VC) D. ��LA House Number Street Hamlet j County Tax Map No. 1000 Section Block Lot 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 fzzY(DfWT?- L b. Intended use and occupancy ae57,0 Lrj-t-7 of-t_. 3. Nature of work (check which applicable): New Building Ne*' Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars Z 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 Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories nn 8. Dimensions of entire new construction: Front L) 5" �-- Rear LJ S- �- t Depth P s a�S dam' Height 25-, 5- Number of Stories 9. Size of lot: Front 1 Z Rear d 2�5'P? - Depth Ito 4 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated Q —q o 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO X"'Will excess fill be removed from premises? YES NOS 14. Names of Owner of premises Address Phone No. Name of Architect Address°-7,w Vets Name of Contractor Address �0— Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO c� * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NOS/, * 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 ) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, CONNIE D. lUlVCl Notary Public, state of Novi York (S)He is the No.03SUGI86050 (Contractor, Agent, Corporate Officer, etc.) Qualified d in Suffolk Coun.y Commission Expires April i of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn t before me this Bf " day of �i\'u 20 Notary Public SplatUre of Applicant s- Office Location: QF SUpr Mailing Address: 7hwn Annex/First Floor,Capital One Bank 53095 Main Road 54375 Main Road(at Youngs Avenue) C/,_ P.O.Box 1479 Southold,NY 11971 Southold,NY 11971-0959 http://southoldtown.northfork.net BOA W OF APPEALS TOWN OF SOUTHOLD TeL(631)765-1809 Fax(631)765-9064 FINDINGS,DELIBERATIONS,AND DETERMINATION MEETING OF SEPTEMBER 22,2009 ZBA FILE#6295-Jason Taggart,Applicant LOCATION OF PROPERTY:815 Wabasso Street,Southold,CTM 1000-78-3-29 (merger with 1145 Nokomis Road,Southold,CTM 1.000-78-3-28). SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's-List of Actions,'without further steps under SEQRA. PROPERTY FACTSIDESCRIPTION: The subject property is a 13,750 square feet lot(CTM 1000-7&3-29)which was merged with an adjoining 12,650 square foot lot(CTM 78-3-28). The applicant's dwelling'exists on the.westerly portion of the property and faces Nokomis Road. The entire}parcefhas 11 Veet frontage along the east side of Nokomis Road,110 feet along the northern boundary,24.37 feet-to the south along the eastern boundary of Lot28, 110 feet along the northern boundary, 125 feet frontage along Wabasso Street to the east, 110 feet alongthe southern boundary of Lot 29,34.37 feet along the western side of Lot 29, and 1,10 feet along the southern boundary of Lot 28. The western portion of the merged property is improved with a single family dwelling as shown on a May 22, 2002 survey prepared,by John T.Metzger. BASIS-OF APPLICATION: . Request to unmerge 13,760 square feet of area(CTM 1000-78- 3-29)from the rem ining 12,650 square feet(CTM 78-3-28),based onthe'Building Inspector's March 18,2009 No#ice of Disapproval which states the subject lot merged with the adjacent lot pursuant to Code Section 280-10. FINDINGS OF FACT The Zoning Board of Appeals held a,public hearing on this application on July 30,2009, at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property,and other.evidence,the Zoning Board finds Page 2.—September 22,2009 Z13A#6295-Jason-Taggart,Applicant Location of Property:815 Webasso-Street,Southold CTM 1000 78-3-29 the following facts to be true and relevant: 1. The lot proposed to be recognized was nottransferred,to art unrelated person sincethe time of the merger These lots were merged consequent to the death:of the owners of one of them. There have-been'mo transfers of ownership outside the family. Ownership of the Lot 28 passed from Cedric Wickham to Theodore Kwasnik on October 7,1963,and to Mr.Kwasnik's sister Adele Cosenzo on April 30,1998. Ownership of Lot 29 passed from Cedric Wickham to Theodore Kwasnileon January 8, 1971 and to Adele Cosenzo on December 27,1999. Both lots were transferred to Mr-. Kwasnik's grandson, Jason, from his aunt Adele Cosenzo on March 7,2000. 2. The total merged area is 26,400 square feet. The lots proposed to be recognized are 13,750 and 12,650 squar0feet. The unmerger would recognize a lot that is not comparable in size to four of-the-ten lots to the north,east,and south,which,are larger than the lots that will result from,an unmerger.,Each of these is improved with a single-family dwelling:adjacent lot 30.1 to the south.The two p erged lots that will result from a waiver of merger would be comparable in size to-four of the r6maining ten. Adjacent Lot 30.1 and Lot 30.2 to the south both run through from Nokomis to Wabasso and-are each developed with a single house. These lots,as part of the majority of thl lots on the block, are comparable in size to,the existing (merged) lot. Adjacent Lot 27 01he north,currently undeveloped,is also of comparable in size tothe subject merged lot. 9s� Notwithstanding these findings,the Supreme Court on June 10,2004,held that the waiver would not result in a significant increase in the density of the neighborhood and that the ensuing lot would be consistent with the size of the lots in that neighborhood. 3. The lot to be unmerged is vacant. It has historically been treated and maintained as a separate and independent lot. 4. Evidence was presented to suggest that recognition of a second lot and building on the Wabasso Street lot,may aggravateTooding conditions that regularly occur on Wabasso Street which,if not mitigated,may have an adverse impact the neighborhood. BOARD RESOLtJ'1f.,~JON: In considering all of the above factors and applying the balancing test under New York Tdinrn Law 267-13,motion was offered by Member Simon,seconded by Member Weisman,and dulytcarried,to the Zoning Board resolves,pursuant to Resolution No.2008-950 adopted by the Sothold Town Board on October 21,2008,amending the Waiver Provisions of the Town of South?id Merger Law,Section 280-11,to ;R u C i t Page 3—September 2�,2009 ZBA#6295-Jason Taggart,Applicant ti Locaon of Property.615 Wabasso Street,Southold CTM 1000-78-3 29 GRANT the application for a waiver of merger as applied,for concerning,CTM# 1000-78.3-29,,on the CONDITION _that drvwells be installed to ensure that and the rundfffrdhiany structure.built on the unmerged lot not contribute-to flooding on Wabasso Street. Vote of the Board:;Ayes: Members Goehringer(C on,Weisman,and Schneider. Member Horning was absent. This Resolutio as duly ado d r P.GOEHRINGER, H MAN 9/412009 roved for Filing k t 7` 1D Town of Southold - Chapter 236 - Stormwater Management r � SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) -.APPLICANT NAME: -A nt-Consulbnt-ContractororOther (Circle One) perky OWNER:IN Di ntthanAppI` nt) 41 Addressa/; V L pvV /vZ � ! i Tetephon`e�#: Telephone F # I61� E E-M i 'E-Mail; f Property Brief Description of Construction Activity,Proposed Structural Bhft Soil S-C.T.M.f1: 1000 Stabahzation BMPs,Project Scope and/or Sequence of Construction Activity iDi 11 Won &oek tPrarido Additional pips-NoW.0 of Contractor andlor Contact P onResponsbleforlmplementattono(SWPPP 5)Lt' (LZ` 9- ,( kV 1 r��' � G✓✓ r/4�� VV `�- / c y+ /�j�W—�S��L'T.J-YL3��..—J�S7.J���nt(�'S �!LL--- � r eletr_tet;n # �Qg Fax#' _cJJ�Q._�.__r-A-0-_1lt�l_Ana E-Mail: A-V D�I©!? e-�,G!'ail �li'8------------------------- t Na -------------------------------------------- ! � m f Persons Respo sole 1 1 ns I 6 M�Intenanee of Erosion Control Practice:7M ; M"�1� r r-In ° ----------•----- -•----------------- E Address: r t !f/✓Id- dfiVr, &�?A5 -------------------------------------------- � I } Tel to ne#: ` _qo 7 Fax# ----------------------- -------------------- i E-Mail: b-Ja (q 6 V' I (j CIi�J -------------------------------------------- Total Area of Alt -------------------------------------------- ProjectTotal Area of Land gearing Parcels: and/or Ground Disturbance- ' (5 F./Aam) Project Duration: Start End ----_—_,__— (Anticipated) Date: /=� Date: (Number of Calembr Days) L -_______________ __—__t__________________ i ----------------------- ' Will this Project Disturbe live(5)or More Acres at = O _____________________ 1 i Any One Time During the Proposed Development? Yes No If YES:Please Answer the Following( _--,---------------- a. Does the Applicant have a Qualified Inspector On Staff To Conduct the Required Inspections? Yes No ^b_ Does the SWPPPJndicate How Frequently the Site List the NAMES or description L.J O ption of all Potentially Impacted Waterbodies and/or Wetlands: � Inspections will Occur and for What Period of Time? Yes No c. Does the SWPPP Adequately Identify ------fyAllTemporary Q Q ------ - ----_____ ! I and/or Permanent Sol Stabalizafion Measures? Yes No -'---- ---"----- ---------------- ------- t d. Does the SWPPP Adequately Identify a Complete ----------------- --------------________.______,___ I Project Phasing Plan? Yes N O Status of Impacted Walerbody:(eq.TMOt,303(d)Listed,Impaired_) e. Does the SWPPP Indicate Additional Site Specific LJ E Practices that Will be Utilized to Protect Water Quality? Yes No I } f. Has the Applicant Submitted a Completed DEC Notice - ------ ----" -' "--------- --- ------------ i Type of Impacted Waierbody.(eg Lake,Creek,Bay,Pond,Sound,Freshwaterwetland_) Of Intent and SWPPP Acceptance Form for Review O L.J E I by the Town of Southold? Yes No STATE OF NEW YORK, Notary Public,State of New York --- COUNTY OF...........................................SS No.01 BU6185050 Qualified in Suffolk County /fiat I ..................am.--.-_-..-dual,.--_.----_--..-....-_-...................being duly sworn,deposess�$iy"�tFt t dlf��s�eihl3�L or pet�t, ! (Name of indiv►dual signing Downient) And that he/she is the ......................................... (Owner Con6actor Agent,Corporate Officer etc)»..••..•.....••....•.......•......•............................ t � Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to I make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewith. Sworn before me this; I...............................................day of - -•------- ------------,20.�..�� Notary Public_ --------- ..Y......ti....... --- ......--- _ - ( .�................. (Signature ) 1 SWPPP Assessment FORM: 03-12 ®°8°` " T.O.S. "SWPPP" Preparation - Chapter 236 For Department Use Only. Storm Water Pollution Prevention Plan s.c.T.M.#' Property Address: �>at• Review Checklist ;Checklist # 9 l000 M let` Soatlon eloak 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 . Plan Sheet � 1, na .-.. -a a-c-u-a-o--& tormwate_r BMPs D_e_si.___e_d toco_n_-taa._T.rw....o..._-n-_c.h_Ran f_eas-l_l..On-.S_ite. _----------- ------- Location(pg,#)2. Consn _atn__ P.__-- .t lg -_n ro s_ ----- --------____--_ --- 34., GDreanlaenr�ala Location nMap. Ste Pa Dawnto cae CQatx 80 feet to the Inch o_r lar er Indica_t+n the Following; a.. Logaticrr artd De�griptlon of Prgpert Boundaries - -- b. Site Acrea e• Y_.__ _.__.____,.. .._ _ _ ^..•... -. c. All Existing,Natural and/or Man Made Features on and within 50'of the Pro-ert Bounda - Q _.._... .. - est Hole Data Indicating Soil Characteristics&Depth to Seasonal HI h WaterTable; e. Contourslndicatin Pro ert Elevations Min.2 ; "g P_.Y_. _-__ S -�- �Q�C��Q�-----------------------•--f. Spot Grade&Finish Floor Elevations for Existing and Proposed Strictures; r + + r------------ --- g. Location otWoadedi�ueas&Isolated�reeswTth a Minimum Dimension Soli of 18"Diameter; '`rQ,O, , ----------------__�'ons(rvat�n t�fs'fric�Soif Survey: __'.'._•___._. 5. Background Information about the Scope of the Protect,Location&Description of-the Site, ; ; ; --- '- ---------------------. _. Proposed Changes to the Site and All Existing bevelopment t5n the site Including the Following, i a. AII-ItnRmywnsn#s 1tl�lysAn9 TAtal ea of Land. b. All Excavation Filling,Stripping&Grading Proposed and Identified as to depth,Volume + -- _ N4[ture of IV)_atesials Involved; c. AII AreasReq_utrtngClearing.and/orGrubbingL____ :'`Q�QiQr------------•----_____.____________- __•-• .•- __..______. ___ ._. ....-..-._ . , A Areas Where Topsoil Is too®Removed,Stockpiled and where Topsoil will ultimately iQ�Q�Q�'"`-'"'_'-------------^--- -•e p acedi_ + e. All Tem ora &Permanent Ve etatlon to be Placed on Site; Allt;Fn2ari6i&Perraanent Storm Water Runoff BMPont CroNiisuresProposad; ; rQ'Q'"----------------------------____...._ g,_ The Ariticl�ated Pattern o-f Stitface Drainage During Periods of Eeak Runoff; r_----- h. The Location of all loads,,,Driveways,Sidewalks,Patios,'Structures,Utillties&Otlier- -'-'__________________�__TT'_--'- ------- - _ ----_.._....-___.. Improvemen ,GcludingT`emporaryAccess&Construction5tegingAreas; "-" - - I, 7fie�xlstTnggFinalDonfours"ano orSpoievetions oftfi(site; 6. A Schedule of the Sequence for the Installation of All Planned Soil Erosion,Setlimentatior _-"--'-- -- -^------------_.___ _.•.•,__,- &Stormwater Runoff Control Measures. Descri tion of Pollution Prevention Measures that will - _.:__---P-- - -- Minimu------------------- R__ +------ 8, A Description of the Minimum Erosion&Sediment Control Practices to be Installed and/or `--"- ----- -----_ -- - mp emented for Each Censtruction Activity that will result in Soil Disturbance.______ __ 9, Descri tion of Construction&Waste materials Expected to be Stored On-Site. -^_-"+ + + + --------------- ---- t-------- 1 o, Temporary&Permanent Soll Stabilization Plan that meets the Current Version of the + + + i ______" New York State Storm Water Design Manual Technical Standard_ 11, General Slte Plan and Constructian Drawln sforthe Pnect. "' + + +-_-__-_-____ -- ---------------------------- ------- ----^------____________ _+C�tC�iQI 12. Dimensions Material S acitications&Installation Details for Al Erosion&Sediment Contr_ol_P_ra_ctices. ' r + r----`-------------__- _--__ ____1------e---^------------------------ -___---- Q+o+o+ 13. Tem ora Practices that will be Converted to Permanent control Measures. '_- 2__D'_ _ ,D,D,Qr---------- 14. Implementation Schedule for Ste In Tem ora Erosion Control Practice or BMP. -- i i +`--"-" -------- g-s---E--ry------------^---------- -------------------------------------- Sediment -------------------------- 15. Malntena;E Schedule tt)Ensure Continuous&Effective Operation of Erosion& i ' `" Control Practices. ,Q r Q i Q 16. Nmes of Potential Surface Waters of the State of New York and/or MS_ that may be ----------------------------------------- a ..., _meacted by Development_ 17._ Delineation of Storm Water Control Plan 1m�lernentati-- Re------I-- for -- - -•-i + `-----`-------------------------- Projeot Construotion Its, ch part of the „Q + -------------------- -----___-_._ -. _ -_-- Q CQr--_____________ ------------ - 18, All other Existing Data that Describes Storm Water Runoff and/or Natural Drainage Swales_- ;Q iQ;Q r - ----------------------_ __------------- - --•-•- - 19. identification of All Contractors)/Sub-CentractorrS) Responsible for Installing,Constructing, Repairing,Replacing.Inspecting and Maintaining the Erosion&Sediment Control Practices. 'Q i 0 i Q i Storm Water Management Control Plan Checklist# 1 : 03-12 BRIDGEHAMPTON 4 NATIONAL 004 05 049 BANK 2200 Montauk Highway PO Sox 3005 Mdggehamptom NY 1[932 b31.53Y.t000 i Southold 54970 Main Rd Southold NY 11971 PHONE: 631-765-1500 i TOWN OF SOUTHOLD ELIZABETH A NEVILLE TOWN CLERK BOX 1179 i SOUTHOLD NY 11971-0959 ACCOUNT: 500015466 AS OF: 03/20/13 PAGE 1 * FOR DEPOSITED ITEMS RETURNED * j * * THE FOLLOWING CHECKS HAVE BEEN RETURNED i i . . . . . . . . . . . . . . . . . .PAYOR. . . . . . . . . . . . . . . . . . . . . . . .REASON. . . . . . . AMOUNT DARREN HIGHTOWER INSUFFICIENT FUNDS 1,464.00 i TOTAL ITEMS CHARGED BACK TO YOUR ACCOUNT 1,464.00 YOUR ACCOUNT BALANCE IS 54,898.62 i 4 1 f E ELIZABETH A.NEVILLE,MMC �� ,� Town Hall,53095 Main Road i TOWN CLERK o P.O.Box 1179 y Southold,New York 11971 REGISTRAR OF VITAL STATISTICS - MARRIAGE OFFICER �i ® �� Fax(631)765-6145 �J O Telephone(631)765-1800 1 RECORDS OF MANAGEMENT OFFICER southoldtown.northfork.net FREEDOM OF INFORMATION OFFICER i OFFICE OF THE TOWN CLERK i TOWN OF SOUTHOLD March 25, 2013 CERTIFIED MAIL RETURN RECEIPT REQUESTED Darren Hightower i 912 Fire Island Avenue West Islip,NY 11795 Dear Sir: i The bank returned your check no. 132 in the amount of$1464.00 due to insufficient funds. The check was payment to the Southold Town Building Department. This office is required to collect the money for the check and a$20.00 returned check charge for each check. Payment must be cash, money order, or certified check. The total amount due is$1484.00($1464.00+20.00). Payment must be received be close of business on Friday,April 5,2013. Failure to pay this amount within the specified time will result in the referral to j the Town Attorney's office for collection and the permit will be voided. ! f Thank you for your anticipated cooperation. Sincerely, YVX � I Lynda M Rudder Deputy Town Clerk encs , 1 3 l Bunch, Connie From: Rudder, Lynda Sent: Monday, September 14, 2015 10:01 AM To: Bunch, Connie Subject: RE: Bounced check from 2013 TA was unable to locate him through a process server so it has been written off as bad debt From: Bunch, Connie Sent: Monday, September 14, 2015 9:26 AM To: Rudder, Lynda Subject: RE: Bounced check from 2013 We are hanging on to it because I believe the Town Attorney was going after this guy. Is that still the case?They never started construction. From: Rudder, Lynda Sent: Monday, September 14, 2015 9:22 AM To: Bunch, Connie Subject: RE: Bounced check from 2013 Was his permit voided? Or was that the one where it never started?? From: Bunch, Connie Sent: Monday, September 14, 2015 9:15 AM To: Rudder, Lynda Subject: RE: Bounced check from 2013 What a loser! From: Rudder, Lynda Sent: Monday, September 14, 2015 8:47 AM To: Bunch, Connie Subject: RE: Bounced check from 2013 Darren Hightower never paid! From: Bunch, Connie Sent: Friday, September 11, 2015 3:19 PM To: Rudder, Lynda Subject: Bounced check from 2013 On March 8, 2013, we submitted a check for$1464.00, receipt#83038. The check bounced and the guy never paid. I think the Town Attorney was going after them but I'm not sure. Can you let me know if they ever paid?—No rush, whenever you get a chance. Thank you, Connie 1 ' SCDHS. Ref.# RID- !2 - 0027 ANY A!_TFA'ATION OR ADDITION TO THIS SURVEY IS A VIOLATION The locations Of wells and cesspools ' OF SECTION 7205 OF THE NEW YORK STATE EDUCATION LAN: shown hereon Ore Ira/II field observations EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTIFICATIONS 4u HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY /F A I F7 and or from data obtained from others. SUFFOLK C0UNTY DEr=;ktj i1,jE b 1 0, i�'EI I;;�;;���1��� SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR ,A/ A r� �y WHOSE SIGNATURE APPEARS HEREON. HIA V Y A TH �—EW-9117 FOR APPROVAL yr COiNCc,[sR-UCTION 7 CF?A ry ADPITIONALLY TO COMPLY WITH SAID LAW TERM 'ALTERED BY ` SINGL; E FAh";" f RES;DEHC'E 0NL`( MUST BE USED BY ANY AND 4LL SURVEYORS U71LIZING A COPY OF ANOTHER SURVEYOR'S MAP. TERMS SUCHASINSPE.CTE.D ' AND w " BROUGHT - TO - DATE " ARE NOT IN COMPLIANCE WITH THE LAW. H.S. VACANT o DATE CARL OF APPRod 0 SEN -�-� N/O/F LAND ..� Iiac�� 00 FOR M- .`5�89�?�� 13 :i "I'LLO y I10. � cM� _ ' �XPIRPS n e%/O.� �m:J �'; ?:i'P AL% ;ems iA5 ry fe � 1: sac G.J I S•ti W t3S' t"� 110 N. 84°21'00 E. row of trees ® well �n t7ot � s n51 (. l am familiar with the STANDARDS FOR APPROVAL no rn �QirV�cB o ,0 AND CONSTRUCTION OF SUBSURFACE SEWAGE TEST HOLE DISPOSAL SYSTEMS FOR SINGLE FA MIL Y RESIDENCES • � - - ni o'� and will abide by the condition o 43 Brown loamy ,b t' sand SM E!WAN9TARY Bfi�SFEC 8ON RED RED t ® � SYSTEM Z diywe/I Brown clayey E��F9 ®�PtRTMENT y� sand o WELL SC 4 _ SURVEY VEY OF Pale brown pROPER T Y tine to coarse sand SW AT SOUTHOLD •�P. el. 9.u 6 5' �+ 'P TOWN OF SOUTHOLD / JE IE 10.4 Cb H Water In pale brown OfSee e SUFFOLK COUNT_ Y , NY CP 'E 1ot ; n(j� sand SW 1000 — 78- — 03 — 29 /p F sxn� a SCALE: 1" = 20' �25 I€10.4 !E u.1 �. FEB. 20, 2002 CP t� _ MA Y 22, 2002 ( prop. hse. J 43 _ P I� _ �— �- �, . _ JUNE /0, 2002 (cross section septic system 1 38 �. - JUL Y 24, 2002 ( re APRIL l vonsJ'sion 1 CMF - r Atjg. I, 20120(revisions) 35 Lu r'iiEE�r' o z O m of t PROPOSED SEPTIC SYSTEM ®.• � � � y - row BEDROOMS MAX.) l - 1000 GAL PRECAST SEPTIC TANK el.*J.8 1/0.00, 3- 8'0 4'6" DEEP.LEAGHING POOLS WITH - O 3' SAND (SW) COLLAR 3' MIN. ABOVE �2� / :�;,5" / %0 496/8 GROUND WATER 5,, k';; LAND OF LU80 13 = ro e/ev I n� J ECONIC SURVEYORS, P.C. U G a ter p p (631) 765 - 5020 FAX (63/) 765 - l 797 AREA = 13,750 sq. ft N/O/F ot.wel11�5 Pb/i w 1230 X909TRAVELER STREET ELEVATIONS ARE REFERENCED T O AN ASSUMED DATUM. - SOUTHOLD, N.Y. 11971 " � C.P. C.P. 02 — 122 ` a ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION SCDHS. Ref.# RI 0- 12 - 0027 The locations of Wells and cesspools OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. . shown hereon are from field observations EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTIFICATIONS - HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF. A TH and or from data obtained from others. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR HA is P WHOSE SIGNATURE APPEARS HEREON. WT H ` L_ RAIN RUNOFF CALCULATIONS ADDITIONALLY TO COMPLY WITH SAID LAW TERM ' ALTERED BY ' PROP. DWELL/PIG 1575 sq.ft. MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY OF ANOTHER SURVEYOR'S MAP. TERMS SUCHRSINSPE.CTF.D ' AND' BROUG W I575 k 1 x O./7 = 268 ,clr.ft. VACANT HT - TO - DATE ' ARE NOT IN COMPLIAWE WITH THE LAW7AA o - 268/42.2 = 6.4 VF. N PROVIDE 2 Dry Wells N/O/F LAND OF a',o x 4' oBeP 110.00' cMF e//O.Z N. 84921'00" E. el1L7 row of trees o well not �exist��g� I ama familiar With the STANDARDS FOR APPROVAL " Z ? rn rv�c� - Cn , o AND' CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FA MIL Y RESIDENCES el E TEST HOLE and will abide by the condition `qr //o � O � Brown loamy e sand SM O ®04rywel/ 12.6 12.2 100'• L.:P L.P. Brown clayey „ sand WELL SC 4 _ 1.t~� I1o.4 y,i Pale brown 6• SUR VEY OF PROPER T Y n � ,, -A LE LE 1 o.¢� tiro s sfineon to coarse A T SOUTHOLD u ti L.P ►a4 ST :` e/ 3.� sand SW 6.5 E ; TH IE 11.1 TO WN OF SOUTHOLD m Water in pale 111.7 132 N boacoa see SUFFOL K COUNTY , N. Y. CP ) 13.2 ;-�(� Sand Sw 1000 — 78 — 03 — 29 PROP � SCALE 1" — 20' ' DRIVEWAY FEB 20, 2002 p 135 ro I P Y _ _ MA Y 22, 2002 ( prop. hse. J \ � 39.5 o A � - � JUNE lO, 2002 (cross section septic system I u PROP. HOUSE - 3 .5'' �4 JUL Y 24, 2002 ( re v sio J �° APRIL l9, 2012 (revisons3 CMF FIN.BEDROOMS I5 nw �+ Aug. 1, 2012 (revisions) -� Dec. 19, 2012 REVISIONS) ro l o' MK �`Q� E '®• 1"• N O PROF. WATER SERVO C� -� �IiL= ga �Uhli� Coo �� . E O nw 29• !W a•7",e/' ny ® ro el Il.3 F r m frees PROPOSED SEPTIC SYSTEM c� ® / 8 row of /; -OOCBEDROOMS GA L PRECAST SEPTIC TANK � ���, 9 110.00 I 3- •0 M 4 6, DEEP.LEACHING POOLS WITH FS� _ 3 SAND (SW) COLLAR 3 MIN. ABOVE f ' 1C. NO. 49618 ' W. GROUND WA TER S. 84°21'00 y - - LAND OF LlJBOV J ECONIC SURVEYORS, P.C. AREA , = 13,750 8 . f : ' 11►1O1F wo teYl 1s eP1 ? ELEvdT/0N d P 30 RAVELER 3TREETJ 765 - /797 ocwe/!i� � "b/�� ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM. --� SOUTHOLD, N.Y. 11971 �� �- � C.P. C.P. 02 122 � ' r RETAIN STORK!WATER RUNOFF } °� DO hlnT PROCEED VWT�1 i PURSUANT TO CHAPTER 236 F�:,- ' UNTII.SURV R ' OF THE TOWN CODE OF _ _' .-`ATION L'QCATION HA8 BEEN APPROVED:. L--- - -- COMpUf WITH ALL CODES OF APPROVED AS NOTED NEW YORK STATE &TOWN CODES AS REQUIRED AND CONDITIONS OF DATE: _ B.P.# �� SOUTHOLD TOWN ZBA FEE•® BY:�.- SOUTHOLD TOWN PLANNING BOARD NCT --Y BUIL ING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE SOUTI{OLDTOWNTRUSTEES FOLLOWING INSPECTIONS: ,��__o___ N.Y.S.DEC I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION FL00Z0lq X 4. FINAL - CONSTRUCTION MUST COMPLY WITH CHAPTER 148 BE COMPLETE FOR C.O. FLOOD DAMAGE PREVE NTIlON ALL CONSTRUCTION SHALL MEET THE SOUTHOLD TOWN C®ICE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. euoRL- OCCUPANCY OR PLUMBING USE IS UNLAWFUL ALL PLUMBING WASTE WITHOUT -&WATER'LINES(NEED OUT CERTIFICATE TESTING 6EFORE COVERING f OF OCCUPANCY ALUfOBER CERTlRCA,71OU �7hI LEAD('CONI IV=%'�A . CERTIFlCATE-'OF,OC 'CUP �NC�; SOLDER.USE'D IN WA71% SUPPLY'MTEM CAN NOT EXCEED 2116 OF'f%-LEAD. REScheck Software Version 4.4.3 Compliance Certificate Project Title: TAGGART RESIDENCE Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Single Family Glazing Area Percentage: 11% Heating Degree Days: 5750 Climate Zone- 4 Construction Site: Owner/Agent: Designer/Contractor: 815 WABASSO ST. TAGGART TODD O'CONNELL SOUTHOLD,NY 11971 815 WABASSO ST. TODD O'CONNELL ARCHITECT PC. SOUTHOLD,NY 11971 1200 VETERANS MEMORIAL HWY HAUPPAUGE,NY 111{788 My Compliance.17.5%Better Than Code Maximum UA•406 Your UA:335 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home AssemblyGross ' Cavity Cont. Glazing UA or or D•• Perimeter - actor Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1442 300 00 48 Ceiling 1:Flat Ceiling or Scissor Truss 1442 25.0 00 58 Wall 1.Wood Frame, 16"o.c. 1374 130 25 80 Window 1:Wood Frame:Double Pane with Low-E 84 0.310 26 Door 1:Glass 96 0.300 29 Wall 2•Wood Frame,16"o c 1088 13.0 2.5 67 Window 2•Wood Frame:Double Pane with Low-E 88 0.310 27 Compliance Statement: The proposed building design described here is consistent w1i# he ilding plans,specifications,and other calculations submitted with the permit application.The propos en sill g d to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4 4.3 comply ith t requirements listed in the REScheck Inspection Checklist p Name-Title Signatu Date Project Notes: HI-12-351 cc S�* 02763�" -F. ,' Project Title:TAGGART RESIDENCE Report date: 12/13/12 Data filename:0:\PROJECTS2012\Hightower\HIGHTOWER.rck Page 1 of 4 REScheck Software Version 4.4.3 Inspection Checklist Energy Code- 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 11% Heating Degree Days: 5750 Climate Zone: 4 Ceilings: ❑ Ceding 1:Flat Ceiling or Scissor Truss,R-25 0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1•Wood Frame,16"o.c.,R-13.0 cavity+R-2.5 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall. Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-13.0 cavity+R-2.5 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2.Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features. #Panes Frame Type Thermal Break? Yes No Comments- Doors: ❑ Door 1:Glass,U-factor•0 300 Comments- Floors: ❑ Floor 1.All-Wood Joist/Truss.Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceding covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts Project Title TAGGART RESIDENCE Report date- 12/13/12 Data filename.0.\PROJECTS2012\Hightower\HIGHTOWER rck Page 2 of 4 Air Sealing and Insulation: Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic.Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors-Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall.Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. ❑ All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions. Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g (500 Pa). Duct tightness test has been performed and meets one of the following test criteria. (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure),Less than or equal to 12 cfm per 100 ft2. (3)Rough-in total leakage test with air handler installed Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area Temperature Controls: ❑ Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle ❑ Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504) Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Project Title:TAGGART RESIDENCE Report date. 12/13/12 Data filename:0.\PROJECTS2012\Hightower\HIGHTOWER rck Page 3 of 4 Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled'fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light Lj Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: ❑ A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: ❑ Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title-TAGGART RESIDENCE Report date- 12/13/12 Data filename- 0•\PROJECTS2012\Hightower\HIGHTOWER.rck Page 4 of 4 1 ® Now YorkEnergy Conservation Construction Code Certificate Ceiling/Roof 25.00 Wall 15.50 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Window 0.31 Door 0.30 NA .. Heating System: Cooling System: Water Heater: Name: Date: Comments: OENERAL INS UNLESS OTHERWIISE MINIMUM DE51GN DEAD LOADS A5 PER ASGE -1-05 NOTED, GENERAL FIREPLACE ASPHALT ROr,'" SHINGLES NYS ENERGY CODE COMPLIANCE SITE DRAINA E CALCULATIONS CONDITIONS OF THE CONTRACT FOR FIREPLACE OPENING AND FLUE SIB G PER SEG�ION R�05.2 AIR LEAKAGE: LOAD _ 125.00' _ _ .. _ _ _ _ N5045'00"W _ -E INSTALLED A3 _ _ COMPONENT EL.9.8 EL.11.5 GONSTRUGTION, AIA DOCUMENT-201 TO BE A5 INDICATED ON DRAWINGS. OF THE RE51D.-�NTIAL GODS OF N.Y.S. -JOINTS, PENETRATIONS, AND ALL (psf) � � -4/8-7 SHALL APPLY. THE CONTRACTOR PROVIDE OUTSIDE COMBUSTION AIR ALL SLOPED I"_OOF SHINGLES SHALL OTHER 5UGH OPENINGS IN THE (DW-I) ROOF AREA I: RUNOFF FACTOR=1.O I I I? ) , ,�1� .e SHALL OBTAIN GERTIFIGATE OF WIT 6" DUCT AND DAMPER EACH SIDE BE GAF-CLA,3:--A ASPHALT ROOF BUILDINGS ENVELOPE THAT ARE G E I L I NOS 1 �' �,,_:,�2- OCCUPANCY. SUBSTITUTIONS SHOULD g57.8 12Q.FT. x 2 O I I . �. ILL1. FOR A TOTAL RECOVERY CAPACITY SHINGLES OR AI FROVED EOUAL. SOURCES OF AIR LEAKAGE MUST BE GYPSUM BOARD (I/2-inJ -7.p = 15oi.6 GU FT tUuu u coNNE�L NOT BE MADE WITHOUT WRITTEN OF 150 GFM MIN. MAINTAIN MAXIMUM SHINGLES SHA,_L BE APPLIED OVER SEALED. A g n I 1 e T Y. GYPSUM BOARD (5/8-in.) a,0 USE 8'0 x 4' DEEP DRAIN RING = IC a.0 GU.FT. � I �-� I O AUTHORIZATION BY THE ARGHITEGT. 20 GFM INFILTRATION THROUGH THE 15# ASPHALT f ELT WITH -RECE53E17) LIGHTS MUST BE TYFE IC, 6. THE PREMISES SHALL BE KEPT FLUE WHEN NOT IN USE PROVIDE G.AF-WEATE�`-WATCH ICE AND WATER RATED AND INSTALLED WITH NO SUSPENDED STEEL CHANNEL SYSTEM 2.0 (V 1i D11_I\I I0V Tf?®D t3f3lNELL,NlA REASONABLY GLEAN AT ALL TIMES. FIREPLACE OPENING WITH GLASS BARRIER AFF11.IES AT EAVES, PENETRATIONS, OR TYPE IC OR NON-IC G O V E R I NOS, ROOF, AND WALL (DW-2) ROOF AREA 2: RUNOFF FACTOR=1.0 AT THE GOMFLETION OF WORK, THE DOORS TO C M ONFOR TO NY RY S ENEG VALLEYS ANC%` FLASHING. ROOFING RATED INSTALLED INSIDE AN cq 1 Id1 1200VeteransitemorialHighway ASPHALT SHINGLES L.O 728.8 SQ.FT. X 2 � � z Suite 120 CONTRACTOR SHALL REMOVE ALL T APPROPRIATE AIR-TIGHT ASSEMBLY =121.5 GU FT I I CONSERVATION GODS. FIREBOX TO B;= CONTRACTOR O PROVIDE ALL Hauppauge,NY11786 WASTE MATERIALS, TOOLS, RUBBISH, GYPSUM SHEATHING, /2-in. 2.0 12 i COMPLETELY LINED WIT FIREBRICK FLASHING NEC�dSSARY FOR WIT OS" GLEARANGE FROM � ETC., GLEAN GLASS AND LEAVE WORK PROVIDE MIN. E," FIREPLACE WALL WATERTIGHT, iNEATERFROOF JOB. COMBUSTIBLE MATERIALS AND 5" PLYWOOD (per 1/2-inJ 1.6 USE x 5' DEEP DRAIN RING = 126.7 CU.FT. i EL.19.2 i' o o.0 I P(631)65G-6666 BROOM GLEAN UNLESS OTHERWISE EL.13.2- --- 8.0' ` THICKNESS WITH 4 NON COMBUSTIBLE: ROOFING IS Tr;. BE APPLIED IN STRICT GLEARANGE FROM INSULATION RIGID INSULATION, /2-in. 0.75 „'. . :.<„4s.o.;d;,;, `,-,•; ;- - s.r. 1---- L.P. Z F(631)65Q-6667 SPECIFIED. THE CONTRACTOR SHALL _ _ x< ';; ,•.;.. > - , o.o' -- 'Icil \ �� I FIRESTOPING BETWEEN COMBUSTIBLE AGGORDANG� WITH THE (DW 5) DRIVEWAY: RUNOFF FACTOR .� _ C(5lfi)658-0325 CARRY WORKMAN'S COMFENSATION WOOD FRAME CONSTRUCTION. MANUFAGTUR SFECIFICATIONS. VAPOR RETARDER: SINGLE-PLY SHEET WATERPROOFING MEMBRANE o.7 I h,' 'r ~ ' O `� �� I fi - 744.0 SQ.FT. x.Q X 2 AND GENERAL LIABILITY INSURANCE. CONTRACTOR 5H,ALL SUPPLY DOLOR -REOUIRED ON THE WARM-IN-WINTER BITUMINOUS, SMOOTH SURFACE =111.6 GU FTtvrr" «� >. PROPOSED ;,., • ,...,: ALL SHALL COMPLY WITH STATE AND FOUNDATION WATERPROOFING SAMPLES OF HE SHINGLES FOR SIDE OF ALL NON-VENTED FRAMED WATERPROOFING MEMBRANE 12 LOCAL CODES AND ORDINANCES. THE INSTALL TWO LAYERS OF TROWELED OWNER'S APP .OVAL, PRIOR TO CEILINGS, WALLS, AND FLOORS. USE E> <P x 3 DEEP DRAIN RING = 126.7 GU.FT. RESIDENCE, CONTRACTOR SHOULD FULLY FLOORS AND FLOOR F N 5 H E S ON FIBERGLASS MASTIG. (FED. SPED. INSTALLATION. ti X. GUARANTEE HIS WORK AND THE WORK S S.G. 155 TYPE-I) MEMBRANE TO BE MATERIALS IDENTIFICATION: CERAMIC, OR OUARRY TILE (5/4-inJ NOTES: OF H15 SUBCONTRACTORS FOR A -MATERIALS AND EQUIPMENT MUST BE 16.0 ''x' "' '>`" <. ';-"%k „h j a ; - CONTINUOUS FROM TOP OF INSULATIONON /2-in. MORTAR BED 1 :-',',°<~; .:, , .>,, .;u>• <.. . ;`.'. '%is ��� PERIOD OF ONE YEAR AFTER FOUNDATION AND EXTEND TO LAP ALL EXTERIOR. W.ALL5 AND ROOFS INSTALLED IN ACCORDANCE WITH THE I. BOTTOM OF DRYWELL MUST BE A MINIMUM OF 2 COMPLETION OF THE PROJECT UNLESS EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL MANUFAGTURER'S INSTALLATION HARDWOOD FLOORING, 7/7-in. 4.O ABOVE AVERAGE GROUND WATER ELEVATION. I '''"' ' " X i I OTHERWISE SPECIFIED. ALL WORK / FADED FIBRECaLASS BAIT INSULATION INSTRUCTIONS. LINOLEUM oR ASPHALT TILE, 1/4-in. 1.0 2. BOTTOM OF DRYWELL TO HAVE MINIMUM 6' � ��f`�� � � •,:;.�:e; ,�', :v; SHALL BE PERFORMED IN I EL.13.2 ACCORDANCE WITH GOOD BUILDING FIREBLOGKIN6 BY JOHN MAN`✓IEEE OR APPROVED -MATERIALS AND EQUIPMENT MUST SUBFLOORING, 3/4-in. 3•0 PENETRATION INTO RATEABLE MATERIAL. PRACTICES. THE CONTRACTOR SHALL FIREBLOGKING SHALL BE PROVIDED, EQUAL, FOIL Tr_') BE PLACED TOWARD IDENTIFIED 50 THAT THE COMPLIANCE 5. DRYWELLS MUST HAVE A MINIMUM OF 5' OF I > FLOORS, WOOD -JOIST (no loeter) 12-in. 16-in. 1_0 WARM SIDE. FAO VIDE 11/2 RIGID CAN BE DETERMINED. p � INDEMNIFY AND HOLD HARMLESS THE AS PER SECTION R502.15 OF THE "rI o.G. O.G. PERMIABLE MATERIAL AROUND THE STRUCTURE. I � `� K IO FOAM IP<SULA ION ON ALL EXTERIOR -MANUFACTURER MANUALS FOR ALL JOIST SIZES (in.) OWNER, ARGHITEGT, AND THEIR RESIDENTIAL CODE OF NEW PORK c O vo lu 0 FOUNDATION V".ALL5 FROM FOOTING IN�TALLED HEATING AND COOLING 2x6 6 5 _ o � > j AGENTS AND EMPLOYEES FROM AND STATE, TO GUT OFF ALL CONGEALED TO 6"BELOW 1=,NlSl'-ED GRADE UNLESS EQUIPMENT AND SERVICE WATER TEST HOLE DATA I " AGAINST ALL CLAIMS, DAMAGES, DRAFT OPENINGS (BOTH VERTICAL OTHERWISE SPECIFIED. GARS SHOULD HEATING EQUIPMENT MUST BE 2x8 6 6 I o \Dw-�� ---- --- ,1 LOSES AND EXPENSES, INCLUDING AND HOZONTAL). L BY: FORMED: SURVEYORS r w \_'� \` BE TAKEN NO`' TO DAMAGE FROVIDED• xl0 6 PERFORMED: 02-20-02 I a I ATTORNEYS FEES ARISING OUT OF OR PROVIDE FIREBLOGKING IN FOUNDATION 1AIATERFROOFING. -INSULATION R-VALUES AND GLAZING 2x12 8 7 �' a o, - 111 RESULTING FROM THE PERFORMANCE CONGEALED SPADES OF STUD WALLS U-FACTOR5 MUST BE CLEARLY BROWN LOAMY SAND (sM) I a Q u ly OF THE WOR PROVIDD E THAT ANY AND PARTITIONS, INCLUDING FURRED GLASS KNDOi MARKED ON THE BUILDING PLANS OR^15 AND DOORS FRAME PARTITION 5 2' _ ' _ _ _ _ K _ EL.us� � � _ _EL133.00' SUCH CLAIM, DAMAGE, LOSS OR SFAGES AT THE CEILING AND FLOOR TO BE INSTALLED AS PER SPEGIFIGATIONS. WOOD OR STEEL STUDS, 1/2-in. GYP. BOTH SIDES t 8.0 EXPENSE (A) 15 ATTRIBUTABLE TO LEVELS. CONGEALED HORIZONTAL SECTIONR30e OF THE RESIDENTIAL BROWN CLAYEY SAND (Sr,) 125.00' SS°45'00"E N BODILY INJURY, SICKNESS, DISEASE FURRED SPADES SHALL ALSO BE � FRAME WALLS CODE OF Psi. � .w�. ALL GLA55 I� TO BE DUCT INSULATION: 6 PALE BROWN FINE TO COARSE SAND (SW) Z � OR DEATH OR TO INJURY TO OR FIREBLOGKED AT INTERVALS NOT INSULATED LON-E UNLESS OTHERWISE -SUPPLY DUCTS IN UNCONDITIONED EXTERIOR STUD WALLS: 6.s' DESTRUCTION OF TANGIBLE FROFERTr' EXCEEDING 10 FEET. 5PEGIFIED. GLA55 SUBGONTRAGTOR ATTICS OR OUTSIDE THE BUILDING `4AJ� ASSO STREET 2x4 @ 16-in., ../8-in. GYPSUM, l I I.O -A (OTHER THAN THE WORK ITSELF SHALL NOT IN'r)TALL GLASS UNTIL MUST BE INSULATED TO R-a. NSULATED, 5/8-in. SIDING WATER IN PALE BROWN FINE TO I I I EL.10.2 z INCLUDING THE LOSS OR USE FLUMBING PROPER GLEA.RANGE5 ARE -RETURN DUCTS IN UNCONDITIONED COURSE SAND (SW) PLOT FL V 0 RESULTING THEREFROM). (B) IS CONTRACTOR SHALL INSTALL WATER PROVIDED. A1,L SLIDING GLASS ATTICS OR OUTSIDE THE BUILDING 2x6 ® 16-in.�5/8-in. GYPSUM, 12.0 v T SUPPLY AND SANITARY SYSTEM AS INSULATED, /8-in. 51DING SCALE: 1 = 20 -O CAUSED IN WHOLE OR IN PART BY ANY DOORS, SKYLI CHT5 AND/OR WINDOWS MUST BE INSULATED TO R-4. 13 NEGLIGENT ACT OR OMISSION OF THE INDICATED. PROVIDE HOT AND GOLD AS REOUIREv BY GORE, SHALL BE -SUFFLY DUG75 IN UNCONDITIONED EXTERIOR STUD WALL5 WITH BRICK VENEER 48.0 CONTRACTOR, ANY SUBCONTRACTOR, SHUT-OFF VALVES AT ALL FIXTURES. INSULATED TEI�FERED GLASS. ALL SFAGES MUST BE INSULATED TO R-e). n,p Jar o ANYONE DIRECTLY OR INDIRECTLY ALL WATER PIPING TO HAVE -RETURN DUCTS IN UNCONDITIONED WEIGHTS OF MASONARY INCLUDE MOTAR BUT NOT PLASTER. FOR -_ GLEANOUTS AT ALL GRANGES OF GLASS DOOR:) AND WINDOWS SHALL 2 TRAFFIC RATED `° o"'7 D, EMPLOYED BY ANY OF THEM, OR BE INSTALLED IN STRICT SPACES (EXCEPT BASEMENTS) MUST PLASTER, ADD 5 ib/ft- FOR EACH FADE PLASTERED. VALUES GRATE w �It l O GIVEN REPRESENT AVERAGES. IN SOME GASES THERE I5 A t TOP TYPICAL AT w° w X~(- ANYONE FOR WHOSE ACTS ANY OF DIRECTION AND AT BASE OF ACCORDANCE. WITH THE BE INSULATED TO R-2. CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. FINISHED GRADE PAVED AREAS (* $ 'y ~ �1 .....:.....I.ri`_,_.-,...�..,.. .. ..>,,, .. .�..�.. .`"" ZONINO INFOR,t\�ATION 111 LL 1-ai v $THEM MAY BE LIABLE REGARDLESS VERTICAL WASTES. USE 4 CAST IRON MANUFAGTURr_,'= SFECIFICATIONS. ALL -INSULATION I5 NOT REQUIRED ON -III-__ ITHROUGH FOUNDATION WALL FITCHE; I I Ia°o -�r; 1-o 0 OF WHETHER OR NOT IT IS CAUSED IN III 24 AGGE95HDLE �: I!1=, 1-, WINDOWS ARE TO BE CAULKED AND RETURN DUCTS IN BASEMENTS. 1-_III=" m� w1rl�c}AP REINFORCING BARD i;= �z F�Q o W Jv u1 ILL � PART BY A PARTY INDEMNIFIED MIN. I/6" PER FOOT. TRAP/WASTE SEALED AS fi`_R N.Y.5, ENERGY ALLOWABLE DEFLECTION of STRUCTURAL MEMBERS* AS PER 111 =� -- II 11 ° IL �_ lil I _ iTONN OF SOUTHOI�D HEREUNDER. ALL MATERIALS, SIZES FOR FIXTURES SHALL BE AS CONSERVAT�:N CODE REOUIREMENTS. DUCT CONSTRUCTION: TABLE R501.7 OF THE RESIDENTIAL CODE OF NEW YORK =III==111 il; lll- o 111°0 7 ° w ASSEMBLIES, AND METHOD OF FO LLOWS GG: FROVIDE FL,4:THING PANS UNDER ALL -ALL JOINTS, SEAMS, AND I1,LET PIPE f t p~n ul4J GQNSTRUGTI QN I NGLUD 1 NG BUT NOT DISH W AJHER /2 r r l I;==III- WIRE FABRIC FOR TOTAL INTERIOR I = OVERFLOW /dam i\I /y p z{*) nl V l Z 0 oLIDER, DOOt~�, AND WINDOWS WITHIN CONNECTIONS MUST BE SECURELY STRUCTURAL MEMBER ALLOWABLE Ili�lll--=1 CONCRETE AREA Of' II--II S \/TIOI �C/ �LOGK: O� LOT(S): 2� Id PIPE 5EE J 7 - DEFLECTION I-:I _.III REINFORCEMENT, OPBlINGS PER i;;;Ill DRAWING5 `l d l VI(3 O Ill 111 T O LIMITED TO FORM-WORK, KITCHEN SINK 1 1/2" A 6" OF AN E`:TERIOR SURFACE. ALL FASTENED WITH WELD5, GASKETS, -III=iI_I-II MI NI MUM AREA OF 5'SE6MENT• II 7_f Q n1 n(111-1, II F__rl I__T-_ CIRCUMFERENTIAL 1800eq n.MAX., I�_.�1 F1 I'1 ill p*7(Y p Ill U BLOCK-WORK, FRAMING, NAILING, LAVATORY 1 1/4 EXTERIOR DOORS ARE TO BE FULLY MASTICS (ADHESIVES , REINFORCEMENT 0.1T . 1600.q.In MIN. Ili (III c u,F1 Z l� (L °p F RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 III.lil___ sq. p Q ( F r z Q PLACING OF CONCRETE, ETC. ARE TO SHOWER 2" WEATHER-STR'IFFED. FROVIDE ALL MASTIC-FLUS-EMBEDDED-FABRIC,, OR WITH NO FINISHED CEILING ATTACHED TO -!'-1� 1= !�7 71 °U °1~J ° BE GAREFULLY SUFERVISED BY THE TOILET 5" Q LA UI w z Q ° n SCREENS ANL HARDWARE AS TAPES. DUCT TAPE IS NOT RAFTERS i=:i i =l11= �� -_II' ZONE: R-40 REQUIRED, PROPOSED �,W w p 7> p Q IL n1 .I'-�`5'-10"MAX. I - I_ 7 CONTRACTOR TO BE SURE THEY ARE ALL SYSTEMS TO HAVE ONE 51" MAIN REOUIRED. ALL OLA55 15 TO BE FREE FERMITTED. 1-j jz °000 0 0 0 0 000° ii_ O Jp u]pQ 1n�� N ACCORDANCE WIT THE: DRAWINGS, VENT STACK INCREASED TO 4" INTERIOR WALL5 AND PARTITIONS H/180 I=.I.-=,.1 I OF SGRATC IK'.5 AND IMFERFEGTIONS E.XGEFTION: CONTINUOUSLY WELDED III_.:( °00 0 0 0 0 0 0 0 000 ``'lli LOT AREA �OOOO SOFT. i J�SO SOFT. a p SPEGIFIGATIONS, APPLICABLE CODES TROUGH THE ROOF. PROVIDE AND G-UARAN EED BY THE AND LOCKING-TYPE LONGITUDINAL FLOORS AND PLASTERED CEILINGS L/.60 1=III-11 Mj 1;=-1 _ °000 0 0 0 0 0 000° iUln u,p H°z ill_IIf- III I^I u_SNv, AND GOOD PRACTICE. DEVIATIONS FROSTFROOF H05E-5I55 AS MANUFAGTURt'R FOR A PERIOD OF NO JOINTS AND SEAMS ON DUGT5 ALL OTHER STRUCTURAL MEMBERS L/240 ��-_�= 1 v ° 000 0 0 0 0 0 0 0 000 ° i ! LOT Y V I DT `1 J v~w 3 UI i p Ul 50 FT. 125 FT. -III-11i-I ❑000 0 0 0 0 0 0000 li'- w�=Q,I;,��_v n - LE�S THAN 5 ' E, i!1=111==1!-I_ `° , ,, =_I FROM THE DRAWINGS AND INDICATED ON PLANS WITH EASILY � 5 '*"EARS. ALL WINDOWS TO OPERATING AT LESS THAN 2" w. EXTERIOR WALL5 WITH PLASTER OR 5TUCG0 FINISH H/560 _ 000 0 0 0 0 0 0 0 000 =+ �I SFEGIFIGATIONS WILL NOT BE ACCESSIBLE DRAIN DRAIN-COCKS. BE ANDERSEN UNLESS INDIGATED 9 -111 III..( II LOT DEFT{ awl IL,U) it_illit ° 175 FT. 11 O FT. (500 PA.) EXTERIOR WALLS - WIND LOADS a WITH BRITTLE L/240 = 4�?0 0 0 0 0 0 o raan (1 v N°O Q J N v ° PERMITTED WITHOUT WRITTEN THE WATER SUPPLY AND SEWAGE OTHERWISE. -DUGT5 SHALL BE 5UFFORTED EVERY 1;:.111_:_I t•f :,: RAT hh T DISPOSAL SYSTEM SHALL GOMFLY TC% N A CORDANCE WITH THE FINISHES III--III= ,,..,, I1-_ FRONT YID �5 FT. �� FT. 3TOw°�=N�0- -� AUTHORIZATION OF THE ARGHITEGT. 10 FEET OR I G a -L � TE CONTRACTOR SHALL BE THE APPLIGAE'LE COUNTY PAINTING Al ", STAINING MANUFACTURER'S INSTRUCTIONS. EXTERIOR WALLS - WIND LOADS WIT FLEXIBLE L/120 111;i �� -ill- � ^ �'o z>� �9'.n'M111 I__ pQZ Q�W�Qiyn_ - »-O'cr 10'-O' .i,-1i SIDE YARD (MIN) 10 FT. 12.5 FT. ILI ILI RESPONSIBLE FOR THE SHOP DEPARTMENT OF HEALTH STANDARD. THE FOLLOWiNO 15 INCLUDED FOR THE -000LI NO DUCTS WITH EXTERIOR FINISHES }>,, P. L- _ _ >i DRAWINGS WHICH MAY BE NEEDED. AND REGULATIONS. APPROVAL OF GQNVENIENCF7 OF THE PAINTING INSULATION MUST BE COVERED WITH A NOTE: L=SPAN LENGTH, H=SPAN HEIGHT .3 ,";� t�"G!W-.TEcF00T1N5 ,4` llll *SIDE 'r ( 00) 25 FT. 7cT.OT4 F7. ALL DIMENSIONS AND CONDITIONS ALL PLUMBING MUST BE OBTAINED GONTRAGTO='= AND ONLY A5 AN VAPOR RETARDER. a. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 _1TF ;III ARE TO BE FIELD VERIFIED. FROM APPROPRIATE LOCAL _ _ _ II_:- i; Th,l:=ill;alll;it --;'r 'i;=:Ili=:;:I ._1..-,-._-),I�;: 11=ij1- NDICATION /) THE TYPES OF PAINTS AIR FILTERS ARE REQUIRED IN THE TIMES THE COMPONENT AND CLADDING LOADS FOR THE Ili,=1 �_ilj.I _-_ - RE R Y 55 FT. J�.0 FT. CONTRACTOR TO REMOVE 4 AUTHORITIES PRIOR TO CONGEALMENT. REQUIRED FOR VARIOUS SURFACES. IT RETURN AIR SYSTEM. PURPOSES OF THE DETERMINING DEFLECTION LIMITS HEREIN �I 1�- 111-'i �p RELOCATE AS REQUIRED ALL PRIOR TO ORDERING, CONTRACTOR IS THE INTENT 'OF THESE -THE HVAG SYSTEM MUST PROVIDE A " EXISTING WORK WHICH INTERFERES SHALL SUPPLY GUTS OF FIXTURES FOR 5FECIFIGA7ION5 TO PROVIDE A MEANS FOR BALANCING AIR AND MINIMUM FLOOR AREA �JO SOFT. 2120.E SOFT. WITH NEW GON5TRUGTION. OWNERS APPROVAL. IN THE: EVENT COMPLETE FIPI!SH. ALL PAINTED WATER SYSTEMS. NOTE: BU I LD I NO HE I O HT 55 FT. 25.5 FT. SITE WORK THAT THE OWNER CHANGES, THE SURFACES MUST BE FULLY COVERED THE FLUMBING SYSTEM SHALL BE INSTALLED --- STAKEOUT IS TO BE PERFORMED BY A CONTRACTOR SHALL CREDIT THE IN A UNIFORM '-1,ANNER TO BE TEMPERATURE CONTROLS: IN AGGORDANGE WITH THE REQUIREMENTS OF NOTE: THIS PROJECT COMPLIES WITH THE LOT �iO�ERI OE 2O OWNER FOR THE FULL FOUNDATIONS GHAFTER 4 DESIGN 2010 RESIDENTIAL CODE OF NEW LICENSED SURVEYOR. STAKING AND SUBCONTRACTORS G05T FOR THE /ACCEPTABLE. � -EACH DWELLING UNIT HAS AT LEAST CHAPTERS 25-32 OF THE RESIDENTIAL GODS LAYOUT ARE TO ESTABLISH ALL LINES INTERIOR WOCD �URFAGES-APPLY TO ONE THERMOSTAT CAPABLE OF OF NEW PORK STATE. BASED UPON PRESUMPTIVE LOAD YORK STATE AND BENCHMARKS. VERIFY ALL GIVEN CHANGED UNIT. LIGHTLY SAN,n:ED SU<'FAGES, WALLS, AUTOMATICALLY ADJUSTING THE THE MECHANICAL SYSTEMS SHALL BE BEARING VALUES OF SANDY GRAVEL *NON-GONFORMINO LOT ADJUSTMENTS DATA ON DRAWINGS. IN CASE OF HVAG DOORS, FRAN1I15, TRIM, AND BASES, SPACE TEMPERATURE SET POINT OF INSTALLED IN ACCORDANCE WITH THE AND/OR GRAVEL AT 2000 LE55 PER DISCREPANCY, RECEIVE ONE GOAT WOOD FILLER OR STAIN THE LARGEST ZONE. REQUIREMENTS OF CHAPTERS 12-25 OF THE SOURCE FOOT. CONTRACTOR TO SYSTEM TO BE DESIGNED BY OTHERS. RESIDENTIAL CODE OF NEW YORK. STATE. CONSULT ENGINEER IF DIFFERENT SOIL GLARIFIGATION FROM ARGHITEGT AND TWO GOfaTS MCKLUSKY'S PROVIDE PROPER SUPPLY TO ALL MATERIALS ARE FOUND UPON PRIOR TO PROCEEDING. EXCAVATE EGGSHELL FIP'i15H NON-YELLOWING ELEGTRIG SYSTEMS: THE FUEL GAS SYSTEM SHALL BE INSTALLED AND BACK FILL FOR WORK INDIGATED ROOMS & CONFORM WITH ALL STATE FOLYURETHAINe. -SEFARATE ELEGTRIG METER�� ARE IN ACGORDANCE WITH THE REQUIREMENTS OF EXCAVATION OR TEST HOLE, FOR AND LOCAL CODES. ALTERNATIVE FOOTING AND LOT Co, 0\1ERA0E_ ON DRAWINGS. STOCKPILE TOPSOIL GYF5UM BO.A ;D- MINIMUM ONE GOAT REQUIRED FOR EACH DWELLINO UNIT. CHAPTER 24 OF THE RESIDENTIAL CODE O1F COLD ROOT SNOW LOADS OBTAINED FROM STRIPPING DRIVEWAY PRIMER AND INO GOATS FLAT PAINT. NEW YORK STATE. FOUNDATION WALL DESIGN AS PER ASGE 7-05 i AND BUILDING SITE. STOCKPILE ALL EXTERIOR WOOD SURFACES- TWO FIREPLACES: SLOPE CS GSL LIVE LOAD EXCAVATED MATERIAL. NEW AND GOATS EXTERIOR GRADE STAIN. -FIREPLACES MUST BE INSTALLED i EXISTING BACK FILL MATERIAL AND FRAMING AND ROUGH GARFENTRY EXTERIOR EXFOSED METAL- MINIMUM WITH TIGHT FITTING NON-COMBUSTASLE 5:12 (1.0) X (20 FSF) 20 FSF -` TOPSOIL ARE TO BE FREE OF WEEDS, JOISTS RAFTERS AND STUDS SHALL ONE GOAT ZING CHROMATE AND TWO FIREFLAGE D00RS 4:12 (®•q4) '� (20 FSF) I� FSF 50LJARE FOOTAGE � TREE ROOTS, ROCKS AND DEBRIS. SE CONSTRUGTION GRADE DOUGLAS GOATS EXTERIOR ENAMEL. -FIREPLACES MUST BE PROVIDED NOTE: 5:12 (O.q) X (20 PSF) 16 FSF HOUSE 1022.1 ALL SURPLUS MATERIAL THAT 15 FIR-SOUTH SELECT 5TRUCTURAL. ALL ALL MATERIAL SHALL BE OF BEST WITH A SOURCE OR COMBUSTION AIR, FROVIDE WOOD STRUCTURAL PANELS WITH A MINIMUM THIGKNES5 OF 7/16" AND A UNSUITABLE FOR BACK FILL MATERIAL WOOD SILLS AND WOOD IN CONTACT QUALITY FITT58URGH, PRATT a AS REQUIRED BY THE FIREFLAGE 6:12 (0.82) x (20 FSF) 16 FSF SHALL BE REMOVED FROM THE SITE. WITH MASONRY SHALL BE AGO. ALL LAMBERT, DU7"GB BOY. CABOTS, CONSTRUCTION PROVISIONS OF THE MAXIMUM SPAN OF 8 -O FOR OPENING PRQTECTION IN ONE AND TWO STORY FRAMED 7:12 (0.74) X (20 FSF) 15 FSF FRONT COVERED PORCH 158.2 Q BUILDINGS. PANELS TO BE PRECUT TO GOVIER THE GLAZED OPENINGS WITH ATTAGR - - - PROTECT ALL TREES WITHIN EIGHT EXTERIOR SHEATHING SHALL BE 1/2 MCKLUSKYS, G%R APPROVED EOUAL. BUILDING CODE OF NEW PORK STATE, MENT HARDWARE. ATTACHMENT HARDWARE TO BE IN AZED OPEN( WITR TABLE a:12 (0.67) X (20 FSF) 15 PSF REAR STOOP �O ® to FEET OF THE BUILDING. PROPER GDX DOUGLAS FIR PLYWOOD. CONTRACTOR IS TO PROVIDE THE RESIDENTIAL CODE OF NEW PORK 12 (0.6) X (20 FSF) 12 FSF R501.�.1.6 OF THE NEW PORK STATE BUILDIixiG CODE. (SEE BELOW) APPROVALS MUST BE OBTAINED SUB-FLOORS TO BE 5/4'' GDX SAMPLES OF ALL PAINTS AND STAINS STATE OR THE NEW YORK CITY 2 2 BEFORE COVERING ANY EXCAVATED PLYWOOD EXTERIOR SHEATHING TO FOR ARCHITEG7S AND/OR OWNERS BUILDING CODE, AS APPLICABLE. -- 11:12 (0,52) X (20 FSF) 12 FSF O R E �1� WORK. BE COVERED WIT "TYVEK" HOUSE AFFROVAL. TAIL R�0 .2. .2 : KND�ORNE DEI3RIS PROTECTION FASTENING 11:12 (0.52) x (2o FSF) 10 FSF WRAF OR AFFROVED EOUAL. BLOCK SERVICE WATER HEATING: SC♦`#EDULE FOR WOOD STRUCTURAL PANELS 12:12 (0.44) X (20 FSF) q FSF TOTAL 1605.0 � CONCRETE BLOCK STUD WALLS AT 1/2 STORY HEIGHTS GYFSUI�1 WALL BOARD -WATER HEATERS WITH VERTICAL ALL CONCRETE BLOCK IS TO HAVE AND AT ALL UNSUPPORTED EDGES G'f- INSTALLED AS PER SECTION R702.3.2. FIFE RISERS MUST HAVE A HEAT TRAP FASTENER SPACING "DUR-O-WALL" REINFORCING EVERY PLYWOOD. FROVIDE SOLID BLOCKING THROUGHR70a.5.6 OF THE ON BOTH THE INLET AND THE OUTLET WARM ROOF SNOW LOADS ' I � THIRD COURSE. FILL TROP COURSE AND DIAGONAL BRACING OF FLOOR RESIDENTIAL G017DE OF N,T .S. GYPSUM UNLESS THE WATER HEATER HAS AN FASTENER TYPE 4 FOOT 6 FOOT AS PER ASGE 7-05 LOT f�RE�` IJ�S® LU SOLID. MORTAR MIX TO BE ONE PART JOISTS AT 8' O.G. MAXIMUM AND WALLBOARD APPLICATION SHALL BE INTEGRAL HEAT TRAP OR 15 PART OF PANEL SPAN < PANEL SPAN < PANEL SPAN LOT GOVERAO E 11 .6-7 % �- PORTLAND CEMENT, ONE FART LIME SOLID BLOCKING UNDER ALL TAPE JOINT 5`5TEM. ALL GYPSUM A GIRGULATING SYSTEM. <_4 FOOT < 6 FOOT < 5 FOOT SLOPE GS GSL LIVE LOAD PUTTY, AND SIX PARTS SAND, OR ONE✓ UNSUPPORTED EDGES OF PLYWOOD. BOARD TO 5E 1/2' ON WALL5 AND 1/2" -INSULATE CIRCULATING HOT WATER 1I 11 5:12 G � WOOD SCREV�fS 16 12 � (0.85) N (20 FSF) 17 FSF � z � FART MASONRY CEMENT AND THREE ALL GAP PLATES TO BE DOUBLED ON CEILINGS JNLE55 OTHERWISE PIPES TO THE LEVELS ON TABLE I. r,11 4:12 (0.,5) X (20 FSF) 16 FSF L� �� NN UnA, PARTS SAND. AND NAILED BOTTOM GAF PLATED TIC' INDICATED. FINISH JOINTS, J-BEADS. -I/� � WOO® SCREWS 16 16 I� 5:12 (0.74) X (20 FSF) 15 FSF � '�u l� w END OF STUDS. LAP GAF FLATES AT NAIL DIMPLES-, CORNERS AND EDGES GIRGULATING HOT WATER SYSTEMS: NO OVERSIGHT ERRgR OR OMISSION ON CONCRETE CORNERS. WHERE FLUSH FRAMING SHALL BE TAPED AND RECEIVE THREE -INSULATE GIRGULATING HOT WATER �''12 THE PART OF THE BI�ILDING OFFICIAL OR NO CONCRETE OR MASONRY WORK (0.67) x (20 PSF) I� FSF SHALL BE DONE DURING OCCURS, USE MIN. 16GA SHEET METAL GOATS OF J01NT COMPOUND. ALLOW FIFES TO THE LEVELS ON TABLE I. 7:12 (0.6) x (20 FSF) 12 PSF HIS REPRESENTATIVE SHALL LEGALIZE THE JOIST HANGERS BY "TECO" OR 24 HOURS TO DRY BETWEEN GOATS. 15:12 (0.56) X (20 FSF) 11 FSF ERECTION CONSTRUCTION ALTERATION, v TEMPERATURES OF 40 DEGREES F. TAELE I : MINIMUM INSULATION THIGKNES5 FOR GIRGULATING HOT WATER PIPES j-I__� O Z AND FALLING. NO CONCRETE SHALL APPROVED EQUAL. ALL CORNERS TO FINAL GQAT TO BE SANDED SMOOTH. BEATING AND COOLING PIPING q:l'' REMOVAL, USE OR OCCUPANCY OF A BE MINIMUMS 2X4 STUDS. HEADERS METAL CORNER BEAD TO BE USED ON INSULATION: INSULATION THIGKNES5 IN INGHE& BY PIPE SIZES (0.51) X (20 FSF) 10-FSF WALL KEY BE PLACED ON FROZEN SURFACES. BUILDING OR STRUCTURE THAT DOES NOT SHALL BE MINIMUM 2/2X6 UNLESS ALL OUTSIDE (. 10:12 (0.44) X (20 FSF) 0 FSF CONCRETE SHALL BE AIR ENTRAINED, `OWNERS AND AROUND -HVAG PIPING CONVEYING FLUIDS HEATED WATER NON-GIRGULATING RUNOUTS GIRGULATING MAINS AND RUNOUTS CONFORM TO THE PROVISIONS OF THE - NOTED ON PLANS. MINIMUM BEARING ALL OFENING�. ABOVE 105°F OR CHILLED FLU'D5 TEMPERATURE (F) UP TO I" UP TO 1.,25" 5" TO 2.0 OVER 2" 11:12 (0.44) x (20 FSF) PSF N.Y.S. ENERGY, BUILDING AND TOWN - E\IST TO BE REMOVED Q V TOTAL AIR CONTENT (FERCENT BY FOR STUDS, JOISTS AND BEAMS SHALL BELOW 55oF MUST BE INSULATED TO 12:12 (0.5a) X (20 FSF) FSF CODES. LU O VOLUME OF CONCRETE) SHALL NOT BE BE 5 I/2" USE DOUBLE JACK STUDS ELECTRICAL THE LEVELS IN TABLE 2. 170-1a0 0.5 1.0 1.5 2.0 LESS THAN 5% OR MORE THAN -I% FOR HEADERS OVER FIVE FEET IN ALL WORK SHALL COMPLY WIT THE 140-160 0.5 0.5 1.0 1.5 EXIST TO REMAIN 0) (v ADDITIVES SHALL BE ALLOWED 100-150 0.5 0.5 0.5 1.0 CIL.II-IATIG AND OEOOR.APHI� DESION (RITERI V 'WITHOUT WRITTEN PERMISSION OF THE LENGTH. SEE NAILING 5GHEDULE WHICH NATIONAL ELEI:�TRIGAL CODE AND ALL NOTES: NEW WOOD FRAME CNST O (- REFERS TO NEW YORK STATE CODE STATE, LOCAL, AND UTILITY COMPANY I. OBTAIN ALL PERMIT5 PRIOR TO TALE R�O�.L( ) N1'� RESIDENTIAL BODE �1 O ARGHITEGT ALL CONCRETE 15 TO BE R.506 $ R.507 CODES AND FEGULATIONS. ALL THE START OF WORK. GROUND SNOW LOAD 20 F'SF - NEW POURED GONGRETE O MIN. 3,000 P.S.I. AT 28 DAYS 3,500 CIRGUIT5 SHAI.L BE MINIMUM 15 AMP. CEILING LIVE LOAD 20 PSF SLEEVES FOR GARAGE SLAB. PROVIDE ALL NOTE: POWER WIRINc2 SHALL BE MINIMUM 14 2. ALL BEDROOM TO BE PROVIDED TA5LE 2: MINIMUM INSULATION THIGKNES5 FOR HVAG FIFES 7 4"x4" POST UNLESS OTHERWISE � � � V � SLEEVES AND FOUNDATION VENTS AS SECOND FLOOR LIVE LOAD SO PS. � :J THIS BUILDING HAS BEEN DESIGNED AS AWG. CONVENIENCE OUTLETS SHALL WITH ROD I SHELF, ALL LINEN NOTED OL < (� z REQUIRED BY NYS CODE. UNLESS PER THE AMERIGAN FOREST AND ''" G CLOSETS TO BE PROVIDED WIT 5 FIRST FLOOR LINE LOAD 4O P;�F BE LOCATED I� ABOVE FINISHED PIPING SYSTEM FLUID TEMP. If`�ISULATION THIGKNES5 IN INCHES BY FIFE SIZE -y NDIGATED, ALL FOUNDATION AND FRAME CONSTRUCTION MANUAL ALL SKTCHEI; TO BE LOCATED 56'' TYPES RANGE (F) 21' WIND SPEED 110 MPH O DETECT RED SMOKE FOOTINGS ARE TO BE A MIN. 8 DEEP - 5 OTHERWISE INDICATED. ROWS OF SHELVES. PROJECTING 6" ON EACH SIDE OF TE RUNOUTS I" AND LESS 1.�5' TO �" 2.5" To 4" SEISMIC DESIGN CATEGORY B ' HARD WI PAPER ASSOCIATION AFffFA WOOD FLOOR UNLES • OR W/ BATTERY p FOR ONE AND TWO-FAMILY ABOVE THE F'NISHED FLOOR UNLESS 5. DOOR TRIM AND BASE MOL .NNG HEATING SYSTEMS WEATHER INDEX SEVERE BACK-UP FOUNDATION WALL. PROVIDE TWO #4 DWELLINGS (ANSI/AF&FA WFCM-2001) OTHERWISE INi71CATED. SUFFLY TO MATGH EXISTING LOW PRESSURE/TEMPERATURE 201-250 1.0 1.5 1.5 2.0 DEFORMED BARS CONTINUOS IN THE FROST LINE DEPTH 3 FEET 80 GFM FAN TO EXTERIOR REGQMMENDED LAMPS IN ALL LOW TEMPERATURE 120-200 0.5 1.0 1.0 1.5 TERMITE MODERATE TO HEAVY ® M ILI FOOTING. ALL 4" THICK CONCRETE NOTE: ALL NON-ENGINEERED LUMBER FI,XTURE5. 4. ALL BATHROOM FIXTURES AND SLABS TO HAVE 6X6 10/10 WELDED STEAM CONDENSATE DECAY SLIGHT TO h�ODERATE HARD WIRED CARBON MONOXIDE m WIRE REINFORCING. ANCHOR BOLTS IN TO BE I70UGLA5 FIR #2 OR BETTER FAUCETS TO BE SUFFLIED BY OWNER n AND INSTALLED BY CONTRACTOR (FEED WATER) ANY 1.0 1.0 1.5 �.O WINTER DESIGN TEMPERATURE I° DETECTOR W/ BATTERY BACK-UF cv O e CONCRETE SHALL BE HOOKED 5/8" X COOLING SYSTEMS MIN 12'' A.F.F. AS PER SEGT. 1225.2 ' w ICE SHIELD UNDERLAYMENT REQUIRED YE,- 12" AT MAX. 5' O.G. PROVIDE BITUMEN 5. FINISHES TO BE SUPPLIED CHILLED WATER, REFRIGERANT 201-250 1.0 L5 1.5 2.0 NYS CODE iu z EXPANSION JOINTS BETWEEN SLABS FLOOD HAZZARDS AS PER FEM,A MAPLU AND FOUNDATION WALLS. BY OWNER AND BRINE 120-200 0.5 1.0 1.0 1.5 # < AIR FREEZING INDEX ### � DENO � �.S EGRESS WINDOW Cp 4 � TABLE S.II WALL SHEATHING ATTACHMENT REOUIREMENT5 FOR WIND LOADS TABLE 5.175 SEGMENTED 5HEARWALL 51DEWALL SHEATHING REOUIREMENT5 TABLE . N�ILIP'�G SCHEDULES PER ANSI�A� SPA WFGM-2OOI AS PER ANSI/AFBPA WFGM-2001 AS PER ANSI/AF&FA NUMBER OF NUMBER OF STRUCTURAL SHEATHING OR PANEL SIDING THREE SECOND GUST JOINT DESCRIPTION NAIL 5PAGING JOINT DESCRIPTION NAIL SPACING 110 COMMON NAILS COMMON NAILS MAXIMUM NAIL 5PAGING FOR ad COMMON WIND SPEED (MPH) SHEATHING LOCATION STUD 5PAGING NAILS (INCHES, O.G.) ROOF FRAMING FLOOR SHEATHING (INCHES, O.G.) SHEAR WALL LINE BUILDING END WALL MIN. LENGTH OF FULL + A. $ F.ME- RAFTER TO TOP PLATE (TOE-NAILED): WALL HT. STRUCTURAL PANELS IIO MPH ZONE 120 MP+� LONE BENEATH HEIGHT SHEATHING ON � ,5 = M LENGTH, W (FT,) [ODD o'c U ONN N E t. 12" O.G. 5PAGING g (2) ad I INCH OR LESS ad 6" EDGE / 12" FIELD E F E F BUILDING 51DEWALL. L (FT.) A R c H I r E C T P. c PER RAFTER 12" O.G. 6 12 6 12 ROOF s GEILINO 12 1.6 10 (2) gd GREATER THAN I INCH IOd 6" EDGE / 6" FIELD 4' EDGE ZONE 2 16 2.1 16" O.G. b 12 6 12 16" O.G. 5PAGING g (5) aid DIAGONAL BOARD SHEATHING 20 2.7 'j'{�DDO'C�}(�( ELL,,� III PER RAFTER 12" O.G. 6 12 6 2 10 (5) ad I"x6" OR I"xg" (2) ad PER SUPPORT INTERIOR ZONE 24 5.2 CEILING JOIST TO TOP PLATE (TOE-NAILED): WALL HT. "xl0" OR WIDER (5) ad PER SUPPORT 16" O.G. 6 12 6 2 26 B.g 1240 Veterans Memorial Highway 52 4.5 Suite 120 12" O.G. 5PAGING g (2) gd SHEATHING SIZE STUD 5PAGIN0 MINIMUM NUMBER OF ad COMMON Bb 4.g Hauppauge,NY 11788 PER JOIST I. NAILING REOUIREMENT5 ARE BASEDON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. IF WALL (INCHES, O.G.) NAILS PER SUPPORT 40 5.4 10 (2) ad SHEATHING 15 NAILED 5 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN SHEAR GAFAGITIE5, NAILING REQUIREMENTS 16" O.G. 5PAGING g (5) gd FOR 5TRUGTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATIVE GONNECTOR5, 5UGH AS SHEAR PLATES, SHALL BE USED Ix6 OR Ixg SHEATHING 12-Iq.2 2 2 50 6.7 P(,631)650-6666" PER JOIST 10 (5) gd TO MAINTAIN LOAD PATH- Ix10 OR LARGER 5 \� 60 q.4 4 C.(516)65(1-666?„ 12-Iq.2 � w CEILING JOIST TO PARALLEL RAFTER (FACE NAILED): ROOF SPAN SHEATHING a 10.7 - � ).�58.0325, ;... 2. WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNEGTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE ROOF, cEILINO, a FLOOR 20 5.6 GROUND SNOW LOAD 20 PSF 12'-O" 24'-0" 56'-O" REDUCED TO -16D NAIL PER FOOT. E = NAIL 5PAGING AT PANEL EDGES (INCHES) 24 0.7 µtie+ r 12" O.G. 5PAGING 5:12 PITCH (4) ed (7) I6d (10) I6d EACH LAP F = NAIL 5PAGING AT INTERMEDIATE 5UFFOR75 IN THE PANEL FIELD (INCHES) .: 16" O.G. SPACING 5:12 PITCH (5) Ibd (q) Ibd (I5) I6d EACH LAP 5. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBG FOR ADDITIONAL 2g 7.g REQUIREMENTS. I. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE 52 g.q 12" O.G. 5PAGING 4J2 PITCH (5) Ibd (5) led (el) Ibd EACH LAP ATTACHMENTS SHALL BE USED ?�� 56O.G. 5PAGING 4:12 PITCH (4) Ibd (7) I6d (10) Ibd EACH LAP RAFTER TO TOP PLATE / C J EILING OIST TO TOP PLATE JOINT NOTES (TABLE 5.4A ANSI/AFBPA WFGM-2001): 40 t 1. FER5GRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 5.4 2. TABULATED 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHEDTO 5TUDFRAME 5012" O.G. 5PAGING 5:12 PITCH (5) Ibd (4) Ibd (6) Ibd EACH LAP MEMBERS WITH 0 > 0.4q.I6" O.G. 5PAGING 5:12 PITCH (5) Ied (6) Ied (P") Ibd EACH LAP 2. TABULATED GONNEGTION REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE BFOR FRAMING MEMBERSWITH 0.42 < G <0.4q THE NAIL 5PAGINGS SHALL BE REDUCED TO 6 60INCHES O.G. � 70 Iq.4 12SPACING 7:12 PITCH (3) Ied (5,) Ibd (5) I6d EACH LAP y g0 22.2 5. WHEN CEILING JOIST ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER AND ROOF,ce1LINe, a 2 FLOOR 16" O.G. 5PAGING 7:12 PITCH (5) led (4) led (6) Ibd EACH LAP AND CEILING JOIST SHALL EOUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED 5. FOR EXTERIOR PANEL SIDING, GAL�/ANI-'�ED BOX NAILS SHALL BE PERMITTED TOBE 2g 11.15 12" O.G. SPACING q:12 PITCH (5) I6d (5) I6d (4) Ibd EACH LAP 5UB3ITUTE17, FOR COMMON NAILS 52 15.5 ' 16" O.G. 5PAGING q:12 PITCH (5) Ibd 3) I6d (5) Ibd EACH LAP 4. TO AVOID SPLITTING, NO MORE THAN TWO TOENAILS SHALL BE INSTALLED IN EACH SIDE OF THE RAFTER OR GEILING J0157 WHEN FASTENED TO A 2x4 TOP PLATE OR 5 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2x6 TOP PLATE 4. TABULATED NAIL 5PAGING ASSUME A BUILDING LOCATED IN E\FOSURE S. 56 15.2 12" O.G. SPACING 12:12 PITCH (5) Ibd (5) led (5) I6d EACH LAP RIDGE TENSION STRAP GONNEGTION (TABLE 5.6A AN51/AFBPA WFGM-2001): 40 Ib.g 16" O.G. 5PAGING 12:12 PITCH (5) I6d (5) led (4) led EACH LAP 50 21.1 CEILING JOIST LAPS OVER PARTITIONS (FADE N.AIL=)): ROOF SPAN I. TABULATED CONNECTION REOUIREMENT5 SHALL BE PERMITTED TO BE MULTIFIED BY 0.70 FOR FRAMING NOT LOCATED TABLE 5.2E EOTTOM PLATE TO FOUNDATION GONNECTION GROUND SNOW LOAD 20 PSF 12'-01, 24'-0" 56'-O" WITHIN g FEET OF BUILDING CORNERS A5 PER AN51/AFBPA WFGM-2001 6O 25.5 12" O.G. SPACING 5:12 PITCH (4) led (7) I6 C d (IO) led EACH LAP THREE SECOND GUST �r� �'�� 70 2q.5 m 2. TABULATED RIDGE CONNECTION LOADS A55UME A BUILDING LOCATED IN EXPOSURE B I10 16" O.G. 5PAGING 5:12 PITCH (5) led (q) led (I3 Ib ) d EACH LAP WIND SPEED (MPH) g0 55.7 5. TABULATED CONNECTION REOUIREMENT5 ARE BASED ON TOTAL UPLIFT MINUS 0.6 OF THE ROOF A55EMBLY DEAD LOAD BOTTOM PLATE TO FOUNDATION FOUNDATION MAX. ANCHOR BOLT (y 12" O.G. 5PAGING 4:12 PITCH (3) I6d (5) I6d (8) I6d EACH LAP ANCHOR BOLT GOMMEGTION SUPPORTING 5PAGING (IN.)"2-" I. TABULAT EXPOSURE B ED LENGTH REQUIREMENTS ASSUME A BUILDING LOCATED IN 16" O.G. 5PAGING 4:12 PITCH (4) Ibd (7) led (Io) I6d EACH LAP (O.6 X 10 PSF) RE515TI NG � 4 4. TABULATED GONNEGTION REOUIREMENTS ARE BASED ON A 12 INCH RIDGE STRAP SPADING, FOR DIFFERENT RIDGE z 12" O.G. 5PAGING 5:12 PITCH (3) Ibd (4) Ibd (6) I6d EACH LAP 1/2" ANCHOR BOLT 2. TABULATED SHEATHING LENGTHS ARE BASED ON gFT. WALL HEIGHTS. STRAP SPACING, MULTIPLY THE TABULATED VALUES BY THE APPROPRIATE MULTIPLIER BELOW: 1-5 STORIES - 16" O.G. 5PAGING 5:12 PITCH (5) I6d (6) I6d (�) I6d EACH LAP FOR OTHER HEIGHTS, H, THE TABULATED SHEATHING LENGTH SHALL BE RIDGE CONNECTION 5PAGING (IN.) 12 16 1 Iq.2 24 1 4e, 1 72 LATERAL AND SHEAR 50 MULTIPLIED BY H/g. 12" O.G. 5PAGING -1:12 PITCH (5) I6d (5) I6d (5) led EACH LAP lMULTIFLIER 1.00 1 1.55 1 1.60 1 2.00 1 4.00 1 6.00 LOADS Z G. 0 16" O. 5PAGING 7 PITCH:12 (5) I6d (4) led (6) I6d EAC LAP 1-5 STORIES 5. TABULATED LENGHTS A55UME WALLS ARE SHEATHED AS SPECIFIED IN O H LA 5/g" ANCHOR BOLT 5. WHEN THE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF THE STRAP 15 EQUAL TO I AND THE FRAMING IS Z 12" O.G..G. 5PAING q:12 PITCH (5) led (5) led (4) Ibd EACH LAP ATTAC D HED IN ACCORANC WI E TH TABLE 5.1. THE RIDGE STRAP AND ADDITIONAL NAILING 15 NOT REOUIREP. 45 SECTION 5.4.4.2. FOR OTHER SHEATHING MATERIALS THE TABULATED LENGTHS SHALL BE MULTIPLIED BY THE APPROPRIATE SHEATHING TYPE 16" O.G. 5PAGING zh 12 PITCH (5) I6d (5) I6d (5) led EACH LAP 1. FERBGRIFTIVE LIMITS ARE BASED ON ASSUMFTION5 IN TABLE 5.2 ADJUSTMENT IN TABLE 5.17D. 6. WHEN DOLLAR TIE 15 USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF IOd COMMON NAILS REQUIRED IN EACH END OF o 3 0 12" O.G. 5PAGING 12:12 PITCH (5) I6d 5) Ibd 3) Ibd EACH LAP THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF gd COMMON NAILS IN A STEEL STRAP, OR THE NUMBER OF w w J� n v 16" O.G. 5PAGING 12:12 PITCH (5) I6d (5) I6d (4) I6d EACH LAP 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR 4. MINUMUM LENGTH OF FULL HEIGHT SHEATHING SHALL NOT BE LE55 THAN p z 9 I2d BOX NAILS IN EACH END OF THE DOLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF IOd BOX NAILS IN A STEEL w w o THE MINIMUM REQUIRED TO SATISFY THE MAXIMUM SHEAR WALL SEGMENT a,u° w F:-u GOLLAR TIE TO RAFTER (FACE-NAILED) SPAN STRAP. LOADS, THE MAXIMUM ANCHOR BOLT 5PAGING SHALL NOT EXCEED THE r F p o H_toy LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 5.2G) OR ASPECT RATIO LIMITATION IN TABLE 5.17D. w w F o v w z 12'-O" (2) ad LATERAL AND SHEAR LOADS (TABLE 5.2B), FOR OTHER ANCHOR BOLT �o o J o 0 16'-01, (2) ad TABLE 5.45 WINDOW SILL GONNEGTION LIMITATIONS SEE SECTION 5.2.1.7 AND 5.2.2.5. 5. TOTAL ROOF SPAN SHALL NOT EXCEED 56FT. BASED ON 5.1.5.4o. N l-Q-J 2 AB PER AN51/AFBPA WFGM-2001 ENDWAI-L WIDTHS UP TO gOFT. ARE SHOWN FOR USE WITH THE INSCRIBED z v$z o i'IL I- n O'-O" (5) ad n-o TREE SECOND GUST BUILDING PROVISIONS OD 5.1.5.5�. d Q z N> Ca 2 5. TABULATED ANCHOR BOLT 5PAGING FOR LATERAL AND SHEAR LOADS 5:12 PITCH 4'-O" (5) ad PER TIE 110 WIND SPEED (MPH) ASSUME WALLS ARE SHEATHED IN ACCORDANCE WITH SECTION 5.4.4.2. o m � +n ui C, �L o �vu,�w 52 -O 4 ad REQUIRED LATERAL CAPACITY OF FOR OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT p z :t z a. 6)z v 52'-O" (4) gd WINDOW SILL SPAN D'w_ 4- W v 56'-O" (5) ad (FT) CONNECTION AT EACH END OF SPACINGS SHALL BE DIVIDED BY THE AFFROFRIATE SHEATHING TYPE Q N F oU p�0 6 T O 12,-oil (5) ad WINDOW SILL PLATE (LES.) 5PAGING EXCEED b R IN TABLE AB E 5 D, BUT IN NO CASE SHALL ANCHOR BOLT v ~ Q(fir 1L 16'-O" (2) ad 2 152 Q�p� nnv0 J�o v n 0 2O'-O" (2) ad `� 265 4. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 110 MPH, WITH A n��n w>o Q=o m 4:12 PITCH 2�'-O" (5) gd PER TIE 6 5q7 TABULATED LATERAL VALUE FROM TABLE 5.5 GREATER THAN 262 PLF, o° o j N p Q"i F Ill Q g 52q LATERAL CONNECTIONS SHALL BE DETERMINED U51NO THE LOADS FROM Q o p V w F Z1 o u 52'-O" (4) ad 10 661 TABLE 5.5. w�J m p a x Q a o a O x 56, 2 7,514 w�v�iii�°ova o w- 14 5126 0)IL T11- w,�0nu, I) ad 6 105g TABLE 5.2G SILL OR BOTTOM PLATE TO FOUNDATION CONNECTIONS 0 0 J o 6 4-1 n 6 o o (2) ad z ill w+n J dl,t, z AS PER AN51/AFBPA WFGM-2001 v, d z o 3sowv-nT0Y.OF z (2) ad 0 01 I. TABULATED UPLIFT AND LATERAL CONNEC THREE SECOND GUST H TION ly t o of ly -z z F c V 5:12 PITCH 241-0" (2) 8d PER TIE REOUIREMEN75 SHALL BE PERMITTED TO BE MULTIPLIED 110 p Q T Q Q a_ T� (5) ad WIND PEED (MPH) o zQ 2 BY 0.�12 FOR FRAMING NOT LOCATED WITHING g FEET =_�z��3� o 52'-01, (5) 8d OF BUILDING CORNERS. BOTTOM PLATE TO FOUNDATION FOUNDATION MAX. ANCHOR BOLT Q d w o n,�o o Q 56'-0„ (�) gd ANCHOR BOLT GOMMEGTION SUPPORTING 5PAGING (IN.,)'-2 12'-0" (1) gd 2. TABULATED FRAMING LOADS ASSUME A BUILDING RESISTING 16'-01, (2) ad LOCATED IN EXPOSURE B. g FT. END ZONES 1-5 STORIES ffl 20'-0" (2) ad RAFTER / CEILING JOIST HEEL JOINT CONNECTION (TABLE 5.qA ANSI/AFBPA WFGM-2001): 5-q 4 6:12 PITCH 2 '-O" (2) ad PER TIE UPLIFT LOADS 24'-0" (2) gd I. NAILING REOUIREMENT5 SHALL BE PERMITTED TO BE REDUCED 25% IF NAILS ARE CLINCHED -5 STORIES INTERIOR ZONES 52'-0" (5) a 2. HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE 15 SUPPORTED BY A LOADBEARING NAL1L, HEADER 45 r (5) gd OR RIDGE BEAM (I) gd I. FERSGRIPTI`/E LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 5.2 (2) ad 5. WHEN INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR PURLINS TO A LOAD BEARING (2) ad WALL, THE TABULATED HEEL JOINT GONNEGTION REOUIREMENTS SHALL BE PERMITTED TO BE REDUCED 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR PROPORTIONALLY TO THE REDUCTION IN SPAN LOADS, THE MAXIMUM ANCHOR BOLT 5PAGING SHALL NOT E.\GEED THE 7:12-12:12 PITCH 24'-0" (2) ad PER TIE LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 5.2G) OR (2) ad 4. EOUIVALENT NAILING FATTERNS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP 5PLICE5 LATERAL AND SHEAR LOADS (TABLE 5.2B), FOR OTHER ANCHOR BOLT 52'-0" (5) 8d LIMITATIONS SEE SECTION 5.2.1.7 AND 5.2.2.5. 56'-0" (5) ad 5. TABULATED HEEL JOINT CONNECTION REOUIREMENT5 DO NOT INCLUDE THE ADDITIONAL WEIGHT OF THE CEILING A55EM51-Y BLOCKING TO RAFTER (TOE-NAILED) (2) ad EACH END 6. TABULATED HEEL JOINT GONNEGTION REOUIREMENTS A55UME CEILING JOISTS OR RAFTER TIES ARE LOCATED AT THE RIM BOARD TO RAFTER (END NAILED) (2) I6d EACH END BOTTOM OF THE ATTIC SPADE. WHEN CEILING JOIST OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC, SPACE WALL FRAMING, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE INCREASED BY THE FOLLOWING FACTORS: UPLIFT STRAP CONNECTION REQUIREMENTS CEIU � H NE10HT/ HEEL JOINT CONNECTION (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) (TABLE 5.45) TOP PLATE TO TOP PLATE (FACE NAIL-ED) (2) I6d PER FOOT W Roor- RIDGE HEIeHT ADJUSTMENT EAGTORs FASTEST MILE WINDSPEED (MPH) FASTEST MILE WINDSPEED (MPH) ~ TOP PLATE AT INTERSECTIONS (FACE NAILED) (4) I6d JOINTS - EACH SIDE v2 2 O FRAMING FRAMING STUD TO STUD (FACE NAILED) (2) I6d 24" O.G. 1/5 1.5 z HEADER TO HEADER (FACE NAILED) I6d 6" O.G. ALONG EDGES1/4 5PAGING ROOF SPAN (FT.) 110 MPH 5PAGING ROOF SPAN (FT.) 0 MPH 1/5 II.25 (IN.) NAILS IN EA. END OF (IN.) NAILS IN EA. END OFj TOP OR BOTTOM PLATE TO STUD WALL HT. I/6 1.2 � ° 1- (END NAILED): 8 (2) I6d I/lo III U'4"x�0 GAGE _TRAP l-411 x -O GAGE STRAP Q 10 (5) I6d (2) ad 12'-O" (2) 8d " " 12 (4) I6d PER STUD 16'-O (2) ad I6'-0 (2) 8d 12" O.G. 5PAGING 20'-O" (2) ad 20'-O" (S) 8d 14 (4) I6d TABLE 5.10 ROOF SHEATHING ATTACHMENT REOUIREMENT5 FOR WIND LOADS 16 (4) I6d AS PER ANSI/AFBPA WFGM-2001 12 24'-O" (2) ad 1q.2 24'-0" (5) ad 18 (4) I6d 5TRUGTURAL SHEATHING MAXIMUM 2g'-O" (2) gd 2g'-O" (5) ad Lu W 20 (4) I6d RAFTER/TRU55 NAIL 5PAGING FOR ad COMMON 52'-0" (5) 8d 52'-O" (4) 8d v & (2) I6d SHEATHING LOCATION 5PAGING NAILS (INGHE5, O.G.) (5) ad 56'-O" (4) 8d 10 (5) I601 (INCHES, O.G.) 110 MPH ZONE 120 MPH ZONE 12'-0" (2) gd 12'-0" (5) ad 12 (4) I6d E F E F 16" O.G. 5PAGING 14 (4) I6d PER STUD 12" O.G. 6 12 6 12 0-0" (2) ad 16'-O" (5) 8d L � p 16 (4) I6d INTERIOR ZONE 20'-O" (2) ad O'-O" (5) 8d ��e 24'-O" (3) ad (4) bd J_4_.1 1 1 16" O.G. 6 12 6 12 16 2 2 - I8 (4) I6d 2 2 v L1.J 20 (4) I6d 12" O.G. 6 12 6 12 2g'-O" (5) gd 2g'-O" (4) 8d BOTTOM PLATE TO FLOOR JOIST, BANDJOI5T PERIMETER EDGE ZONE 16" O.G. 6 122 b 6 52'-O" (5) ad 52'-O" (5) 8d ENDJ015T, OR BLOCKING (PAGE NAILED) (2) I6d , PER FOOT GABLE ENDWALL RAKE OR RAKE 7RU55 3 s W/ LOOKOUT EL OGK 6 6 4 4 56'-O" (4) ad 56'-O" (5) ad 'I ' � UA � W FLOOR FRAMING GABLE ENDWALL RAKE OR RAKE TRUSS 1(1�! 6 6 6 6 JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) (4) aidPER JOIST W/O RAKE OVERHANG 1-1 BRIDGING TO JOIST (TOE NAILED) (2) ad EACH END RAFTER/7RU55 BLOCKING70 JOIST (TOE NAILED) (2) ad EACH END SHEATHING SIZE SFAGING MINIMUM NUMBER OF ad COMMON BLOCKING TO SILL OR TO TOP PLATE (TOE NAILED) (5) I6d EACH BLOCK (INCHES, O.G.) NAILS PER SUPPORT LEDGER STRIP TO BEAM (FADE NAILED) (5) I6d EACH JOIST V 1 JOIST ON LEDGER TO BEAM (TOE NAILED) (5) gd PER JOIST Ix6 OR Ixg SHEATHING 12-Iq.2 2 2 BAND J015T TO JOIST (END NAILED) (5) I6d PER JOIST IXIO OR LARGER A BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) (2) Ibd' PER FOOT SHEATHING 12-Iq.2 5 5 DA � O ROOF SHEATHING E = NAIL 5PAGING AT PANEL EDGE5 (INCHES) � 5TRUG71JRAL PANELS ad *SEE TABLE 5.10'r F = NAIL SFAGING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (INCHES) DIAGONAL BOARD SHEATHING I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INGLUDING 4 FEET ON EACH SIDE OF I"x6" OR 1"xg" (2) a PER SUPPORT THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED I"xl0" OR WIDER (5) a PER SUPPORT � V 2. TABULATED 12 INCH. O.G. NAIL 5PAGING ASSUMES SHEATHING ATTAGHEDTO RAFTER/TRUSS FRAMING MEMBERS V CEILING SHEATHING n z WITH G > 0.4q. FOR FRAMING MEMBERS WITH G < 0.42 G < 0.4q, THE NAIL 5PAGING SHALL BE REDUCED BY 6 INCH. GYPSUM WALL BAORD 5d COOLERS �" EDGE / 10" FIELD 5. TABULATED 6 INCH. O.G. NAIL 5PAGING ASSUMES SHEATHING ATTAGHEDTO RAFTER/TRU55 FRAMING MEMBERS WITH WALL SHEATHING G > 0.4q. FOR FRAMING MEMBERS WITH G < 0.42 0 < 0.41, THE NAIL 5PAGING SHALL BE REDUCED BY 4 INCH. O.G. Q STRUCTURAL PANELS ad *SEE TABLE 5.1 I FIBERBOARD PANELS 4. TABULATED 4 INCH. O.G. NAIL SFAGING ASSUMES SHEATHING ATTAGHEDTO RAFTER/TRU55 FRAMING MEMBERS WITH 7/16" 6d' 5" EDGE / 6" FIELD G > 0.4q. FOR FRAMING MEMBERS WITH G < 0.42 G < 0.4q, THE NAIL 5PAG ED ING SHALL BE REDUC BY 5 INCH. O.G. p ul 25/52" gd3 5" EDGE / 6" FIELD (I 5. TABULATED P NAIL 5AGING A55UME A BUILDING LOCATED IN EXPOSURE B cj Y m GPSUM WALL BOARD GOO 5d LER 7_5 " EDGE / 10" FIELD �I HARDBOARD ad *SEE TABLE 5.11+ ' O cv O 'D z PARTICLEBOARD PANELS ad *5EE MANUFACTURER* (V Q O e DIAGONAL BOARD SHEATHING W I"x6" OR 1"xg" (2) a PER 5'JPPORT I"xl0" OR WIDER (5) gd PER SUPPORT ~ 4 tX R-13 BATT INSULATION w` f 13" MIN. EDGE 2x4 STUDS® 16"O.C. 4 I/2"GDX PLYWOOD SHEATHING DIFFERENCE TYVEK HOUSE WRAP EE DETAIL I/A-I FOR a `TRAP DETAIL. 1/2"POLYSTYRENE RIGID INSULATION . 5IMP50N STRONG-TIE CONNECTOR SIDING TO MATCH EXIST MDL. #H"fZ TO BE USED WHEN ,-'7 O D O O'C O N N E l l 2x12 F.J.6 16"Oz. 3/4"PLYWOOD SUBFLOOR R C t E C T P. C. RAFTER ALIGNS WITH STUD r 4,_ ,,•.,, ,_-____.__:,__- HURRICANE ANCHORS MANUFACTURED BY R-50 BATT IN5ULAT1 N USE A MINIMUM OF TWO 8d ��. ®o o� \ 4„ 2xb AGQ SILL PL rE SIMPSON STRONG-TIE CONNECTORS MODEL '"ODD O`C®NNELL,AIA NAILS THIS SIDE WITH A ROOF RAFTERS ° TERMITE SHEILD 6 SILL IN5ULAT N RAFTER IRTO PLATE ATE CONNECTION ROVED NT AT EVERY TOTAL OF FOUR INTO RAFTE 5/8 Ox12 STEEL ANCHOR ; 120pVeteraSuME 2oorialHighway 1 � ' BOLTS AT 3'-0" O.G. MAX. Hauppauge,NY 11788 MIN EMBEDMENT OF -7" Z 5/e'x12"HOOKED ANCHOR BO�T P{631)650-6666. o o I 5f MA5TI1_DAMPROOFING DOUBLE TOP PLATE 1 1 a) _�/ F(631)650-6667_' 10"P.GONG.FOUNDATION WALL •a I SEE PLAN •�, .C(516)658-0325 G" a� MA5TIG ' ROOF RAFTERS �\ ^ � X ,'i g�e..;.2+. "a. +cep -s'",M:iw••'9 .. \ a 2x4 KEYWAY d 4"P.CONC.W/bxb 10/10 CEILING JOIST W.W.M.SLAB PROVIDE I O w 12x24 P.GONG.SPREAD FTC. a EXPANSION JOINT AT WALL ' n ° POST GAP MANUFACTURED BY SIMPSON MIN 56"BELOW GRADE v CANTI STRONG-TIE CONNECTORS MODEL No. BG52-2/4 p OR APPROVED EQUIVALENT INSTALLED A5 PER MANUFACTURES SPECIFICATIONS M4 REBAR MIN. y STUDS ® 16' O.G. 5"GONG.COVER (mil° �OoOo���o4,Chl o BEAM o , b"COMPACT FILL DECORATIVE COLUMN COVER ° TWO 8d NAILS 5 MIL POLY VAPOR BARRIER V INTO PLATES 4x4 COLUMN ANCHOR 5OLT DETAIL FOUNDATION DETA I L EIGHT 8d NAILS INTO STUDS �•� _ A.J = - SCALE: 5/4" 1'-O" HURRICANE ANCHORS / ST AFF I NO DETAIL 2x4 STUDS 4 16"o.c. MANUFACTURED BY SIMPSON STRONG-TIE � m CONNECTORS MODEL No. i A•3 SCALE: 5/4" = 1'-0" H2.5A OR APPROVED PROVIDE HOLD DOWNS AT r,"GDX SHEATHING EQUIVALENT AT ALL CORNERS AND BOTH VINYL SIDING TO BE SELECTED EVERY BEAM TO SIDES OF OPENINGS 6' EE DETAIL t/A-I FOR JOIST CONNECTION / / AGQ DECKING Z OR GREATER IN WIDTH (2)2x4 AGQ SILL PLATE STRAP DETAIL BOTH SIDES - v ANCHOR BOLT 6 3'O.G. ` 1 •' SILL INSULATION 4 \ 1 Q DOUBLE 2X STUD TERMITE SHEILD USE SIMPSON Z-MAX OR HDG CONNECTORS ; TO INCREASE CORROSION FZESISTANGE F.J. I6" O.G. FOR ALL HARDWARE IN CONNECTION 4"P.GONG.SLAB A Z . I bxb 10/10 WWM TO ALIGN ip WITH EXISTING SLAB BEAM I I F- W/ AO LUMBER. 51MPSON PHD5-SD53 II a WALL STUDS 16" O.G. j 4 ° _ TO INCREASE CORROSION RESISTANCE >>, '� POST GAP MANUFACTURED BY SIMPSON USE 5IMP50N Z-MAX OR HDG CONNECTORS —III—III—III III A 7 STRONG-TIE CONNECTORS MODEL No. BG52-2/4 z a -a n 2 H i 1Y R FOR ALL HARDWARE IN CONNECTION Ll u1 0 0 0 0 OR APPROVED EQUIVALENT INSTALLED �ui u� $,�d ® _ c ° e vo o L7o o Go o mo o Oo W/ AGQ LUMBER. <Y,n n o I- N _ a �� o�n� oopU ooQo o��o 04 AS PER MANUFACTURES SPECIFICATIONS F- w O Ll o I-11, III = �OoOp� 0� inn_(fir.n_1)nn_ i�n n Q DOUBLE F.J. UNDER COLUMN COMPACT FILL Z W 0 2 Z i LL P'fi 5 MIL POLY VAPOR BARRIER 111 x IdA Q Z�~�n)_T Q REBAR Y O in IY F �n 1 Q II COLUMN STi AFFINO DETAIL nz*TAO"Doo 111 EXPAN51ON JOINT n I-Q J Z 0_o D Z BOTTOM PLATE ` / WALL . = 1~ Q N=O n m 1 O e"P.GONG.FouNDAnoN a SCALE• 3/4 I O �w S w�N o O�O w v F-- RIM JOIST I 2Ox10 P.GONG.SPREAD FOOTING®56"BELOW n Q I~Q E F Z Q p / GRADE MIN. c nvOwGz�On` ot IU lO z��jRt Q� _F O dd - _ Oa �o,,n NFN-w a d Q_NUOD-It OAR' zZwO 2O" v~�j3WUY<QW� l� ll SUB FLOOR ALL STRAPPING TO BE I® � FOUNDATION DETAILNOTEi w o o Q I�d O o O } INSTALLED AS PER MANUFACTURES ,m F-WV-ILz llw�21L FLOOR JOIST SILL PLATE SPECIFICATIONS AND NYS CODE �•� " 3T lTWTviTO� Z 5 SCALE: 3/4 = I -O d 0,,,�F o 0 m„ ,,, /8 THREADED STEEL ROD WALL STUDS ® 16" O.C. V W z V� z w N u TERMITE SHIELD 16 Ga. STRAP TIES MANUFACTURED Q 06 Q zu Q Q W Q BY SIMPSON STRONG-TIE CONNECTORS FOUNDATION WALL S MP50N PHD5-SDS5 T T z= * MODEL No. GSI6 OR APPROVED EQUIVALENT. USE SIMPSON Z-MAX OR HDG CONNECTORS Q a n o o o p STRAP TO HAVE MIN. 12" BEARING ON THE STUD DOUBLE 2X STUD TO INCREASE CORROSION RESISTANCE AND WRAP UNDER SILL PLATE AT FOUNDATION FOR ALL HARDWARE IN CONNECTION 16 So. COIL STRAPPING MANUFACTURED W/ AGQ LUMBER. BY 5IMP50N STRONG-TIE CONNECTORS 3"x5"xy2" STL. BEARING PLATE MANUFACTURED SIMPSON HDU5-SD52.5 MODEL No. GSI6 OR APPROVED EQUIVALENT c, BY SIMPSON STRONG-TIE CONNECTORS MODEL No. LBFC-V2 OR APPROVED EQUIVALENT HOOKED ANCHOR BOLT MIN 12" PENETRATION WALL STUDS ® I6" O.C. TYPICAL 5/5"'x12" HOOKED ANC .HOR BOLT BOTTOM PLATE - ® 3-0 O.G. INTO FOUNDATION RIM JOIST - W/ 7" MIN. EMBEDMENT INTO CONCRETE - WITHIN iI OF EACH END OF PLATE OUNDAT I ON STi AFF I NO DETAIL �•� SCALE: 3/4" = I'-O" NOTE: ALL STRAPPING TO BE WHEN NOT ALIGNED WITH RAFTER, I INSTALLED AS PER MANUFACTURES SUB FLOOR CONNECT KING STUDS TO TOP PLATE, SPECIFICATIONS AND NY5 GODS FLOOR J015T SEE ROOF STRAPPING DETAIL WRAP IY4" GALS. 20 GA. COIL STRAP OVER TOP OF TOP PLATE 4 NAIL BOTTOM PLATE III ROOF FRAMING \ / 1 AGQ SILL PLATE eJ U TERMITE SHIELD O SLAB ON GRADE p " �U 16 6o. GOIL STRAPPING MANUFACTURED BY SIMPSON STRONG-TIE CONNECTORS MODEL No. GSI6 OR APPROVED EQUIVALENT NOTE: ,� I ALL STRAPPING TO BE Q �r Ifi INSTALLED AS PER MANUFACTURES CRIPPLE La STUD PLATE TIES MANUFACTURED BY SPECIFICATIONS AND NYS CODE cV raTUD5 DOUBLE TOP PLATE SIMP50N STRONG-TIE CONNECTORS MODEL No. RSP4 WALL STUDS ® 16" O.G. ° OR APPROVED EQUIVALENT AT EVERY STUD TO PLATE CONNECTION FLOOR STR i��I NO D T I L 5"x5"xy2" STL. BEARING PLATE MANUFACTURED IY USE SIMPSON Z-MAX OR HDO CONNECTORS BY SIMPSON 5TRONO-TIE CONNECTORS MODEL No. A•� iv z EADER TO INCREASE CORROSION RESISTANCE LBP5y2 OR APPROVED EQUIVALENT SCALE: 3/4" = I'-O" - FOR ALL HARDWARE IN CONNECTION W/ AGQ LUMBER. THERMAL BREAK 11e,"xl2" HOOKED ANCHOR BOLT ' I � ® '5'-O" O.G. AND 12" FROM CORNERS #-I--� '}�I} AND WALL OPENINGS TYPICAL � i \ STUD � 1 I O L D D O NN DETAIL 5/4"xb"AGQ DECKING �J FULL LENGTH � I=OUNDAT I ON 5TR1�i=i�I NO DETAIL - 2x6 AGQ JOIST® I6"OG. �� �� yy WALL STUDS �`'� SCALE: 3/4" = I'-O" •� SCALE: 3/4" = I'-O" _ _,- _ - _ � �;,^u FRAMED OPENING FOR NEW PROVIDE ICE PROTECTION A5 PER R905.2.T.1 WHIGk CONSISTS OF AT LEAST 2 LAYERS OF UNDERLAYMENT (2)2xb AGQ WINDOW OR EXTERIOR DOOR CEMENTED TOGETHER OR A SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET TO EXTEND A FROM EAVES EDGE TO A MIN,OF 24"IN51DE THE EXTERIOR WALL 4x4 AGQ POST FASTENED TO v , U A LINE OF THE STRUCTURE 'I ' 12 R-30 BATT INSULATION GALVANIZED STEEL BRACKET J-U SET INTO CONCRETE FTC. O 2x10 R.R.m O.G. V ` 2x6 G.J.0I6'O.G. GYPSUM WALL BOARD 12"0 SONG TUBE FILLED SOLID z v J HURRICANE ANCHORS MANUFACTURED W/5000pe1 CONCRETE MIN.56" `p BELOW GRADE BY 5MPSON STRONG-TIE CONNECTORS MODEL No.H2.5A OR APPROVED EQUIVALENT AT EVERY LU RAFTER TO PLATE CONNECTION BOTH —III III III—III SIDES — / \ GDX PLYWOOD SHEATHING AS ( I I Q E- ASPHALT SHINGLES TO SELECT _ T OVER 15#BUILDING FELT —III III—III / (� NOTE: VENTED VINYL SOFFIT _ O UPLIFT CONNECTION IS REQUIRED ALUMNIUM DRIP EDGE —III III AT EACH END OF THE HEADER AND AT (yYy �Ixb FASCIA —�z—III—I III—III (O/ l I l l 1 NO UPLIFT CONNECTORS BOTTOM OF HEADER STUDS IN ADDITION REQUIRED JH�S AREA TO CONNECTORS AT WALL STUDS AND I III—III ) —III III = W Z AT TOP AND BOTTOM OF CRIPPLES. -5y2"O.H. 4"x3"ALUMINUM GUTTERS —III —III--III (� Z SEE DETAIIL 2/A-2 FOR W/3"X2"LEADER - —III—III—III -I I I—I I I- STRAP DETAIL —III III III—III—I I I R-14 BATT INSULATION III—III- 2x6 5TUD5® 16"O.G. —III III III III I- 6 Ga. STRAP TIES MANUFACTURED GDX PLYWOOD SHEATHING — — TYVEK HOUSE WRAP BY SIMF50N STRONG-TIE CONNECTORS USE SIMPSON Z-MAX OR HDG CONNECTORS MODEL No. GSI6 OR APPROVED EQUIVALENT. TO INCREASE CORROSION RESISTANCE /2°POLYSTYRENE RIGID INSULATION STRAP TO HAVE MIN. 12" BEAF'ING ON THE STUD FOR ALL HARDWARE IN CONNECTION I O mIn AND WRAP UNDER SILL PLATE AT FOUNDATION. W/ AGQ LUMBER. SIDING To BE SELEcrED Z I -- DEGiG DETA I L � — z UFL I FT CONNECTOR DETAIL T= DE TAIL A.5 r SCALE: 514" = 1'-O" coO Q v 4 �•� SCALE: 5/4'' = 1'-0" A•3 SCALE: 5/4" = 1'-0" '2 lo 7o, 0101 ArODL) O'CONNELL A 4 C H I I E C T P c 24 SONO TUBE FILLED — — — — — — — — — SOLID NI/ 5000PSI ci CONCRETE MIN. 56" - - -- - - - U_ TODD O'CONNELL,AIA OAL\/ (S% BELOW GRADE (TYP) (Z Q'X(p" Ar-O f 1200 Veterans Memorial Highway 5TL. WELL Suite 120 6, 2'-a" Hauppauge,NY,11788 .2x(b AGO F.J. @ 16" O.G.O.C.. FFIO\/IME 2_�X&-- �� *V4MHJb52-2 [HOLD DOWN 2 17 - - - - - - - - - - - - -- - - - - - - - j Q C, P(631)650-6666 77-77777 (2) 2"X12" F(631)650-6667, (2) 2"X12" - - - - - - - - - - - (5,16)658-0325 % - - --- - - - - an 0, It I n HOLD OWN T BATH CA OAL\/. STL. 6 U 6 6AL_V TL. AELL 6 IL x .2QX-70 6 J @O _j Lc DINING ROOM KITCHEN _X NOTE: DOUBLE ALL F.J. a 2'- -X UNDER PARALLEL NALL RA\/EL J CONCRETE SLAB 4" CONCRE M-A _OMf CTE PARTITIONS ABOVE C O�_ D SOIL ON COMPACTED 10' POURED GONG FOUNDATION WALL NOTE: DOUBLE ALL F.J. UNFINISHED UNDER PARALLEL WALL i:�>:24 F. CONC. FOOTING CELLAR PARTITIONS ABOVE 4"X4" N142) #4 REBAR N 2"x4" BEAM POCKET POST x KEYNAY; MIN. 56" BELOW 5Y2" ST. PIPE COL. x k,V 24"x24"x12" - - - - - - - - - - - 2c-x7Q cl 04ADE. (TYPICAL) POURED GONG. 77-777-. FTC. F 4 1X411 4"X4" 7P (TYPICAL) F057 POST T_ -1 GPI -1_ I W -01, 51 IN I:v I- 01 _011 A- - - - - - - - - - - - - - -- -7(2) 1 II L\/L� (2) 1 5,"XII -,L" L\/L J_ N 4"X4"] (2) ""X414" L\/L FLUSH (2) 2"XI0 -1 4-i;4 L FT. LOAD b POST z (2) 1 "XII L\/L L _j L _j FFR,Dr I ADO\/F- 61 L _j 11 - - A BIB M POCKET 5Y2" ST. FIFE COL. NEN UL APPROVED PRE-FAB OAS 0 is) 7 ,I I- - ;z N/ 24"x24"x12" F.F. TO BE SEL. BY OWNER; I- A 6 X'A POURED CONC. FT&. EXTERIOR COMBUSTION AIR DUCTS 6 SHALL BEA LISTED COMPONENT X (TYPICAL) 4" CONCRETE T_ SLAE3) OF THE F.F.; INSTALL ACCORDING T Ur -4 TO MANUF. INSTRUCTIONS U_ ly LIVING ROOM LL " I ­/// ,", CONCRETE * I U_ I 111()" 1) (3 6 �65_ 0 MIL r (FA _ -RAVEL COMPACTED r ON COMPACTED 501L Lc jvIly 56" HIGH HANDRAIL 15" NON-COMBIJ5TABLE 5(b" HIGH HANDRAIL x WITH SPINDLES LL <z WITH SPINDLES TYPE-X 5HEETROCK HEA RTH T SPACED LESS THAN _V 5� I-M�j EV 0111 ,,,,,",.I/ .I/ L r+I 0 — -z -SAFETY GLAZING SPACED LESS THAN WALLS AND CEILING 4" APART TO CODE 0 4" APART TO CODE Ly CD SLAB ON OARAOE IL GRADE LIS LU 15" "YFE-K 5HEETROCK UPORT NALLS AND CEILING 10 -4 Ij BEAM POCI<F_T-\ MI.LLION5 x v-C-1 Ld CANTILEVER O\/IDE JOISTS x /-521" STL. 31 5TL. T_ 0,, 2.xn 0 LF,> DO.NN (2) 2"XI PIPE COL. PIF'E COL. ILI (2) NIOX45 57L. DPOf=F D �5" POURED CONr,— *rX14-5 FOUNDATION WALL c511-411 qi>ul U/ z 1: L 0 r-L. 2"Xib" ACa LEDGER lOx20 P. GONG. FOOTING 7) �_, 'T 0) - - - - - - - - - - - - - - - - - - - - - -I I U�U/0=)6) N/(2) #4 REBAR N1 2"x4"- PRO I-U_ uf U 1) 9, J HOLD 1:71 N—Ii6 j Q "'Nn,od KEYNAY; MIN. 56" BELON < K 12"41) SONO TUBE FILLED TOO) vyi__ GRADE. (TYPICAL) I­ 50LID N/ 5OOOPqI CL 4"X4" Ara POST W 0 N1 COL. ENCLOSURE-\ x all 6> CL DROF otf 141-511— 0"u-1 CONCRETE MIN. 56" FOUNDATION X I BELOW GRADE (TYF) 11- 1-0 x FOR DOOR "X4"4 x -4"X4" - - - - - - - - - - - - -T_ (2) 1 -"XII L\/L (2) 1 �"Xll L\/L (5) 2"X(b" Ar-O (5) .2"X(o" Ar-O (5) 2"X&" AGO 4 4 I(oQX-7Q GARAGE POO K t f/ :r If,T "I POST Qvul-A T IS) (2) 1 J,,xll 4'' L\/L — — — — — — — — — — — — — -- - — 36" HIGH HAND RAIL TTU/ L KW:Li_-0 L- — — — — — — — V41TH 5F IND ?01 HOLPPONN -FFO\/(DOWOv N 10 4" APART TO CGDE In 10 21 LW 10 2 LU !2 PY2 1_4 11 51-41, 10 70, 451-011 FOUNC)ATION FLOOR FLAN FIRST FLOOR PLAN SCALE: 1/4" 1'-0" SCALE: 114" 11-01, /,-ALIGN RIF-)OF-S T.O. ROOF=if T.O. ROOF ........ ELE\/. +2&'-q" ELEV. Z, ---------- i 7- ------ 1:2 MIDPOINT OF RAFTER ELEV. +25'-(b" ------------- ASPHALT SHINGLES TO BE SELE TED ASPHALT SHINGLES 70 BE SELECTED CII ------ OVER 15# BUILDING FELT OVER 15# 5UILPIN5 FELT -------- T.D. SECOND FLOOR PLATE r�A T.O. SECOND FLOOR PLATE --------- --------- > ELEV. +21'-10" LU jL ELEV. +.2l'-10" qr, ---------- �J...... 74x5 ALUMNIUM GUTTER W/ 3x4 4x5 ALUMNIUM GUTTER l^V 5x4 ALUMNIUM LEADER TO BE R TO ------ ALUMNIUM LEADER ------ ------- SELECTED BY OWNER SELECTED By OVqNER -12 ......... LU ------------ L-J, _7-------------�_7-. ----------------- - - - - - - - - - - - - - - - ------ ----------- SECOND FLO C) SEOOND FLOOR ------- ELE\/. +15'- ELF-\/. +15'-10" T.O. 5T FLOOR PLATE --------- _FIR ATE T.O. FIRST FLOOR PLATE ----------- VI LU LH ELEV. +12'-11" ELEV. 1:2'711 ---------------- ---------- BE A SELECTED ---------- ----------— ---------- ------ -------------- ----------- SELECTED 70 u. SIDING TO N1, --------- ks) BE SELEr, z ----------- ------------- ------ -------- U---- c -------------- U1 El OF H] 56" HIGH HANDf;ZAIL El M ElO WITH SPINDLES ........- - )­ - -::1----------- 5PACEr�) LESS 4" APART TO CODE E] ------ ---------- ---------------------- ------------------ < 0 El E_ 17 [71 FIRST FLOOR FIRST FLOOR ------- r- ) ELEV. ;5'-Il" _ _- GRADE ELEV. +5'-11" (15.0) r FE:11 M E GRAnE (I ELE\/. +Z-2" ELEV. 7:27--2' (15- c� EXISTING AVERAGE GRADE U EXISTING 151E ORAC)F -7- ELE\/. 77-7-77b-757- 57�, IiZ-75 .2Q x-70 T� 2 2 1 0 ­1. 7T x -4 5117E ELEVA710N FRONT ELEVATION to SCALE: 1/4" 1'-0" SrALE: 1/4" 1'-0" ASPHALT SHINGLES TO BE SELECTED OVER 15# BUILDING FELT .2"XIO" R.R. a l(c>" O.G. 'TO D D 0 CONNUL 2"X4" C.T. 6 16" O.C. A.R c H I I E c r p c 4" FRESH AIR VENT j �' j Ij i II j �� I Ij ; \,I THROUG,H ROOF TODD O'CONNELL,AJA If R-25 INSULATION---_ 1200 Veterans Memorial Highwa 2"X,b" C.J. a 16' Suite 120 Hauppauge,NY 11788 if MY j P(631)650-6666 P F(631)650-6667, 1/2" POLYSTYRENE RIGID INSULATION-- ASPHALT 5HINOLE5 TO BE SELECTED OVER 15# BUILDING FELT -0325 R-13 INSULATION .2"XIO" R.R. a I(b O.C. 2"X4" STUDS @ I&" BEDROOM BEDROOM BEDROOM :2"X4" C.T. 16" O.C. rDx PLYWOOD SHEATHINO----l- M SIDING TO 2 BATHROOM BE SELECTED-- SHOWER F 2"XIO" F.J. @ I(b O.r-------- 2"XIO" F.J. (9 16' O.G. k- A 1.2 I IT T 1/2" POLYSTYRENE RIGID INSULATION-- TUB FLOOR R-15 INSULATION---' --2"X4" STUDS 0 lb" O.C. 2"X4" STUDS a 16" O.G. HA H HN 7. LI\/IN0 ROOM GARAGE V4 CIA A r-yq cyi- CA C, r, C.O. CE�)X PLYWOOD SHEATHING, C.O. r-Dx PLYWOOD 5HEATHIN(5 SIDING 70 5" 511.)1 NO 70 BE SELECTED V) BE SELECTED w 5/b" TrpF--x SHEE N WALLS AND r-�=ILINCSK 2"XIO" F.J. 12" O.C.—,j: t- z < R-50 IN5ULATION--,,, T 13 0 DW 1) 7 1 /2 F. CONC. FOUNDATION WALL—\ 4" F. CONC. SLAB FIR5T L—Z J N/ &X(b 10/10 NNM FLOOR e>" F. CONC. UNFINISHED H HN CELLAR FOUNDATION WALL l Hw u Ild y 'I-) IP () 20"xI0" P.CONC. FOOTING Pq/ cpq W 1-- HOU5 jjIjo-y -LLI�) (2)#4 RE-BAR CONTINUOUS L K CONNECT TO lu ii-i--,J)")(y")111 7 4" P. CONC. SLAB TRA v 0 -A �- CJ N1 (OX(o 10/10 Nvqm,-, L SANITARY HA HN SYSTEM J�-�-IS) CA V4 Ck 7D 01:z wy 0 If I .20"xIO" F.CONC. FOOTING N/ 11I, BAC<FLON • o HAH y (2)#4 RE-BAR CONTINUOUS ZT -joldlUl' FRE\/ENTER -1 z y k T- < Y Z) - 10 III ILI b Z'>(,)1)< 01 q)5 w v i.-z TL SECTION A-A C)n0QwM,6,Q 0 ()W")Ju q),OD < D-3w z tuo 6�1)IL I-()z --I ly SCALE: 1/4" 1'-0" Lp VLOU), 1c, z 00 Q) -A D- Z(3 170 1: D'I- (11 rj ---�FLUME31NO RISER NASTE <p < -j Ll W '.1 z<WIT -L IV ZT F K 01 1:1-- SCALE: NTS tp 4" FRESH AIR VENT 211XI211 RIDGE 12 THROUGH ROOF A51PHALT 5HINOLES TO BE 5ELEOTEI;� O\/F-R 15# BUILDING FELT :2"XIO" R.R. ® 16" O.C. 2"X4" G.T. @ 16" R-25 INSULATION- 2"X&" C.J. @ I&" O.C. 4x5 ALUMNIUM CUTTER N1 3x4j ALUMNIUM LEADER 70 BE BATHROOM SELECTED BY ONNER. 2 T BEDROOM L. BEDROOM 1/2" POLYSTYRENE RIGID INSULATION R-13 INSULATION---- ,. cj 2"X4" STUDS ® 16" O.G. ASPHALT 5HINOLE5 TO BE SELECTED 0\/Ef;Z 15# BUILDINO, FELT GDX PLYWOOD SHEATHING----- d) 5"1 1 1 51r->INO TO 2"XIO" R.R. @ 16" O.G. 2111 1 1 1 E3F- 5ELEOTED-- 1 1 :2"Xg)" G.J. ® 16" O.C. I T 1 .2 4x5 ALUMNIUM GUTTER N/ 5x4 1 11 1 21, 1 1 2"XIO" F.J. 16" O.C.—,- I ALUMNIUM LEADER TO BE SECOND TUB I SELECTED BY OWNER FLOOR I H HA' > HN HA HPL— HN (2) 1 i4�"XI4" L\/L—.! PK 4 L\/L 1/2" POLYSTYRENE RIGID INSULATION (2) 1 !�"Xll 4J DINING ROOM 0 /INC, ROOM II z R-15 INSULATION :?"X4" STUDS 0 161, O.G. CDX PLYWOOD 5HEATHINS SIDINO TO BE 5EI EC7EP LU Jut 12 LU L 4" P. CONC. SLAB 1 /2 (X(, 10/10 NNM F I RST ------------------- Zks) q) FLOOR N HN HN HN LU C." (2) 1 -'1"XII -L" L\/L---Jil % —5 4 4 7A :2"XIO" F.J. a 121, HOUS cw UNFINISHED L TRA CONNECT TO R-50 INSULATION-/.." CELLAR, 1:211 P. CONC. L HN' HN SANITARY LU 9>" F. CONC. TRENCH FOOTING C-N C-1, CH CIN SYSTEM 3: 1-y FOUNDATION WALL—\ < BACKIFLON ]< 4" P. CONC. SLAB HNH FRF-\/ENTER N/ lox& 10/10 NNM Ix • O (:2)#4 RE-BAR CONTI NUOU5 :20"xlO" F.CONC. FOOTING V41 SEOTION 5-1 c� V t-- SCALE: 1/4" 1'-0" z z 1,2" FLOOR 2' /2 HODS T,;ZA r A K�LO� r2---�FLUMBINO RISER SUFFL)OO SCALE: N75 � � Q �