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Home My WebLink About37736-Z TOWN OF SOUTHOLD /, �vFFoc,r% BUILDING DEPARTMENT kl*'* TOWN CLERK'S OFFICE vA a� SOUTHOLDIP' , 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. \fbL 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 ��l iiding In pector alf-9 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: I. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 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 - / 3 New Construction: Old or ttiPre-existing`I '� Building: (check one) Location of Property: gl�j Oi,gOsr, 6'"F- House No. Street Hamlet Owner or Owners of Property: P/vL lig Suffolk County Tax Map No 1000,Section / Block ' Lot -2.9 / Subdivision Filed Map. Lot: Permit No. 11 Date of Permit. (— ' [3 Applicant: ,y P.4► Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 0 - �y Applicant Signature '4_ M1 • FIELD INSPEC Q N REPORT DATE COMMENTS • ' , FOUNDATION(IST) • -1 W FOUNDATION(SND) of `A ' . 00 O g • ROUGH FRAMING& y PLUMBING 0 R ill INSULATION PEt N.Y. '-3 STATE ENERGY CODE 1�k` �. - V FINAL , ' --- ,9-4-:-1 . \if V [ ,__b • 1\3( 0 1 &Air =\ pse,4t9— ADDITIONAL COMMENTS _ ()DP +e1,0 ri • erg. w 141/ do P.4 k o-c •C% o ' ii4-11c- r (9 - Awa- (Ae_ LAg I1 , . 2 _ . 4 . . o 1.3 1 0 z N5 ® yy • •• 4 ty� S • � 1� iv -3 e TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 71C g6 Z Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined 0 ,20 1 3 Single&Separate Storm-Water Assessment Form c Contact: Approved 0 20 /3 Mail to: Disapproved a/c y Phone: 6"2-1 1 C077 Expiration 7/1 0 ,20 // i`= _ E Bui ing Insp ctor 11\ � 'PLICATION FOR BUILDING PERMIT JAN - 3 2013 Date , 20 l BLDG DEPT. INSTRUCTIONS TOM 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 shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of".plicant or name, if a corporation) g/2 J-6104 ave, c4o iU/ (Mailing address of applicant) 117K- State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (•\�u r 4A, G 1n7 `( `/' / c 0 "--fr -!i"j` (As on the tax ell 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 done: House Number Street Hamlet j County Tax Map No. 1000 Section 2 T Block v5 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 t SrDL°v771- b. Intended use and occupancy tZzSib Lru 1.I -C_. 3. Nature of work (check which applicable): New Building 'N7 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 Li 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 La 5" P4-- Rear ti 5- P-- riDepth p;s a3'S 42-) Height 25-, - Number of Stories 'Z. 14 ,,9. Size of lot: Front l Z - Rear 12-5--A-- Depth /10A-- 10. doA--10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 2.,—LC 0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO)( 14. Names of Owner of premises Address Phone No. Name of Architect --r-bb I, O Addressruv Vets H . riIf rrPhone No66,7j)6 v-6'616 Name of Contractor Address 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 NO f/, * 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 0. BUNCH • Notary Public, State of New York (S)He is the No.OiBU6185 95O (Contractor, Agent, Corporate Officer, etc.) Qualified in Suffolk County Commission Expires Aprli 14, 2a l,o 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 tot before me this day ofl _( (�Q201 l�t�(l ►tib (�� \ Notary Public S ature of Applicant • Office Location: .,,'O'''''f SOpr�O Mailing Address: Town Annex/First Floor,Capital One Bank jig 4. 53095 Main Road • 54375 Main Road(at Youngs Avenue) �, P.O.Box 1,179 Southold,NY 11971 �D��i�` Southold,NY 11971-0959 http://southoldtown.northfork.net BOARD 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 1900-78-3-28). 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 FACTS/DESCRIPTION: The subject property is a 13,750 square feet lot(CTM 1000-78-3-29)which was merged with an adjoining 12,650 square foot lot(CTM 78-3-28). The applicant's dwelling'exists on thewesterly portion of the property and faces Nokomis Road. The entire}parcel has 145-feet frontage along the east side of Nokomis Road,110 feet along the northern boundary,24.37 feetto the south along the eastern boundary of Lot 28, 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 110 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 13,750 square feet of area(CTM 1000-78- 3-29)from the rem4ining 12,650 square feet(CTM 78-3-28),based onthe Building Inspector's March 18,2009 Notice 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 apublic 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 ZBA#6295-Jason Taggart,Applicant Location of Property:815 Wabasso 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 an 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'%no 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 Kwasnik on 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 squaree'feet. 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 froman unmerger.:Each of these is improved with a single-family dwelling:adjacent lot 30.1 to the south.The two'merged lots that will result from a waiver of merger would be comparable in size to four of the rmaining 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 th lots on the block, are comparable in size to.the existing (merged) lot. Adjacent Lot 27 tq f he north,currently undeveloped,is also of comparable in size to the 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 indei endent lot. 4. Evidence was presented to suggest that recognition of a second lot and building on the Wabasso Street lot,may aggravate flooding conditions that regularly occur on Wabasso Street which,if not mitigated,may have an adverse impact the neighborhood. BOARD RESOLL17„~JON: In considering all of the above factors and applying the balancing test under New York Tdilvn Law 267-B,motion was offered by Member Simon,seconded by Member Weisman,and duly,carried,to the Zoning Board resolves,pursuant to Resolution No.2008-950 adopted by the Southold Town Board on October 21,2008,amending the Waiver Provisions of the Town of Southold Merger Law,Section 280-11,to u • Page 3—September 22,2009 ZBA#6295-Jason Taggart,Applicant Location of Property.815 Wabasso Street,Southold CTM 1000-78-329 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 • runoff frot»'any structurebuilt 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 • ogP.GOEHRINGER, H',''MAN 9/2(12009 1'•'rroved for Filing • 7` •,�eo ,fi :_ Stormwater of Southold - Chapter 236 - Stter Management + ( z -— 1/ SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) i PPUCANi NAME- A nt-Consulbnt-Conbaetoro+rOther (Circle One) � o ertyOWNEI (If Di ntthanAppl' nt) ly(tr-"/1 - f n) 1oC r Q JroArts i / ! Telephone#: /);Faxes#: / i �?al �� /�-� [ Telep�ne / 6/�� F E E-M tom' kl , : ��/1 _ E-Mail: f Properly Address: V' '' Brief Desaiption of Construction Activity,Proposed Structural BMPs,Soil -• t S.C.T.M.ft: 1000 -7i.- '` Stabalization BMPs,Project Scope and/or Sequence of Construction Activity /Diable! SEUhn Meek (Provide Additional Pages as Needed) • • of Contractor andfor Contact P on Responsible for lmplernentation of SWPPP: S)Lt'- X14 wilt.aei.��),00�,j lr p 1v'ID 5 n t l _ _ �r GiVri t'hJ 7` /y C,..i Lt''j_ri _ 1�3�L li__.gruys5Lp bjj),,, Kits pw�,�'i'L eletr_teQn�fk �y0 �Q�� Fax fiSY .lam C��!r/ J � _cJJ�Q�__ S/�I6._t� til 2Ur�Q( �jk))_vw-t�'�-�-�� ` i ' (�JJ e] 0 ¢ t� A�� { i E-Mail: \\ - -J'" �Jll2_ 1)lvlt t I• Nam f Persons Respo sible� f ns I &M�Intenance of Erosion Control Practice: I i rte. I Address el/2 i"' 7 axk ✓aA i nt!/ ...wI Tene#:5 t'3 l 6— Fax## - I I t lgp •E-MMailb d (q -t_,-�`� /(i Call y OI s / , 1 'Total Area of All Total Area of Land gearing 7C9 Project Parcels: and/or Ground Disturbance: ' (SF-/Awes) (S F./Ames) Project Duration: Start End •- ` (Anticipated)- ��1 Date: 13 Date: ----- --__-�"_ }- -- (Number d Calendar Days) ------ -" ee i Will this Project Disturbe five(5)or More Acres at I I I I - ` i Any One Time During the Proposed Development? Yes No If YES:Please Answer the Following! _--- ` i a. Does the Applicant have a Qualified Inspector On I I I I • Staff To Conduct the Required Inspections? Yes No - List the NAMES or descri ' I b. Does the SWPPPindicate How Frequently the Site I I I ( 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 All Temporary E-1 1----7 i s and/or Permanent Soil Stabalization Measures? Yes No t d. Does the SWPPP Adequately Identify a Complete rJ J Project Phasing Plan? Yes No 1 Status of Impacted Walerbody:leg.TMDL,303(d)listed,Impaired_) 1 e. Does the SWPPP Indicate Additional Site Specific I I Practices that Will be Utilized to Protect Water Quality? Yes No I f. Has the Applicant Submitted a Completed DEC Notice - --- - I r Of Intent and SWPPP Acceptance Form for Review I I 1� Type of Impacted Waierbody (eg.Lake,Creek,Bay,Pond,Sound,Freshwater Wetland_) i , by the Town of Southold? Yes I No 1 STATE OF NEW YORK, Notary Public,State of New York COUNTY OF SS No.01 BU6155050 • Qualified in Suffolk County ono That 1, (Nam of individual signing Document) being duly sworn,deposes s�$ys� t ii 'skb'hililli -r Permit, And that he/she is the i (Owner,Contractor,Agent,Corporate Officer,etc.) I Owner and/or representative of the 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 herewith. I Sworn to before me this;r-c day of lily ,20.3 liiil Notary Public: 1'Ni—ii...__-.` �/ -.— % 1 ', (Signatures••• ) SWPPP Assessment FORM: 03-12 T.O.S. "SWPPP" Preparation - Chapter 236 ForDepartrbentUseOnly: Storm Water Pollution Prevention s.c.T.M.#' Property Address: --=t®•g. Plan 4.)0...-/ Review Checklist ;Checklist # I i000 Di - Sactlon cloak Lot REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: l i (Does the SWPPP Adequately Provide for and/or Indicate the Following:) 1 YES, NO 1 N.A. Expianatioh for NO*I'MPlan Sheet 1. Draina a Calculations&Stormwater BMPs Designed to contain a Two Inch Rainfall On-Site. 1 Location(pg.#)f 2. Construction Phaslrr Plan Indicatin See uence of Pro osed Construction Activities. Q Q L------ ----- • 3. peneralLocation Map, j Q Q _ -';'_ --- 4, Draiart9e Site Plan Drawn to Scale at Sixty(501feet to the Inch or larger Indicating the_Following: Q Q] Q •----- -- - a.. Location and Description of PropertBoundaries• , - -----_... __ Y ._ �__._.-___,.. .. Q Q Q]r _ b. SIte_Acreage`_-__ Q Q� ©L ______________ _ _____._. c, Ail Existing,Natural and/or Man Made Features on and within 50'of the Pro ert Bounda - P .Y . rY; _ . Q Q Q .-_..__ .. . d. Test Hole Data Indicating Soil Characteristics&Depth to Seasonal HI h Water-table; _ ... .9 _.. . Q Q Q__ _ - ____.,..._... e. 'Contoursl'nd'icatin�Property ElevationsSMInV2'); - �Q Q Q __ _ _ f.__Spot Grade&Finish Floor Elevations for Existing and Proposed Strictures; -- - -- - Q Q t-- -. _____..• , _- g. Loci on oif Wooilirr 'eas&Isolatedf'ree$with a Minimum Dimension of l S"Diameter; '- h,' oli-Conservat�nl�fsc�SoifSurvey:"___ _"___'__'.'._•___._. ----- ----.-__ e--the Project,Location&Description of the Site, ------ Proposed Changes to the Slte and All Existing Development bn the site Includlng the Following. Q 0 - a. Alllvtprszvsmsn# 1tlplysiins TAtal ea of Lane.RieStul2ance 8s TQtal Site Area;. ._.. . Q Q7 Q 1___ __..___ ,._ _ b. All Excavation,Filling,Stripping&Grading Proposed and Identified es to depth,Volume ;'"-- - - - -•-- - _ .._&__sure of Ntatesiais Involved;___ _ Q Q [�1 c. -All:Areas Requiring Clearing.and/or GrubbIn • ____ --" Q Q Q'r- -----.-__ __ Alld. Areas Where Topsoil is tabs Removed,Stockpiled and where Topsoil will ultimately "" be placedi iQ Q Q� . . -__......_-_--- ---.- e. All Temporary&Permanent Ve�etatlon to be Placed on Site; i� f� Q -•- f. AII Tem ora &Permanent Storm Water Runoff BMP Control Measures Proposed; r- __________ g. The Anticipated Pattern oof Sutface Drainage During Periods of Peak Runoff; -' _- ^" �Q p i___-------__-— - ___-, h. The Location ofa11Roads,Driveways,Sidewalks,Patios,-Structures,Utilities&Other- ' 1 Improvemenfs,rn aing TemporaryAccess&Cei sfructio-n Staging Areas;- .-• -—" -. "Q C_] Q;-- ---_-- I, a ail%1—Filial Contours"ono or 461.8ievatl"ons oftiie itte; S. A Schedule of the qu Seence for-the Installation of AII Planned Soil Erosion,Sedimentation r- -- -•--_ tormwater Runoff Control Measures. Q Q Q 7. Description of Pollution Prevention Measures that will be Implemented . .,Q Q Q ----- __.__..,._,__ 8, A Description of the Minimum Erosion&Sediment Control Practices to be Installed and/or _ mp emented for Each Construction Activity,that will result in Soil Disturbance. _ 0 0 Q 9._Description of Construction&Waste materials Expected to be Stored On-Site. -- J Q Q Q r_ __ _ _ , T ill, &Permanent Soil Stabilization Plan that meets the Current Version of the + 1 - New York State Storm Water Design Manual Technical Standard. __ ;Q 0 0 11.- General Site Plan and Construction Drawinsp.for the Prooect. --'•-"--' 710 Q Qi ____," __ 12. Dirnenslons1Material Seecitications&Installation Details for Al Erosion&Sediment Control Practices. ;r� r� i-i 13._Temporary Practices that will be Converted to Permanent control Measures. __ Q Q C - 14. Implementation Schedule for Staging Temporary Erosion Control Practice or B_iv1P.�- '__I=.1,C= Q Q L __ _ 15.-Maintenance Schedule to Ensure Continuous&Effective Operation of Erosion&-_- 1 Sediment Control Practices. —1;0 ;Q Q Q - T . Names of Potential Surface Waters of the State of New York and/or MS4 that may be------ ImRacted 12y Deveioement------------- IQ Q Q i 17. Delineation of Storm Water Control Plan Implementation Reseonsibilities for Each.part of the ` __ Project Construction Site. I CD Q Q ___ _ 18,_All other Existing Data that Describes Storm Water Runoff and/or Natural DraInag_e Swales__.---1(r.--,'Q Q Q, 19. identification of All Contractors)/Sub-Contractor(S) Responsible for installing,Constructing, ____ _ Repairing,Replacing,Inspecting and Maintaining the Erosion&Sediment Control Practices. 0 Q i _-- _- Storm Water Management Control Plan Checklist# 1 : 03-12 BRIDGEHAMPTON 4 NATIONAL 004 05 049 BANK 2200 Montauk Highway PQ Box 3005 Brk1ggeh inpton.NY 11932 b31 S3y.t000 Southold 54970 Main Rd Southold NY 11971 PHONE: 631-765-1500 TOWN OF SOUTHOLD ELIZABETH A NEVILLE TOWN CLERK BOX 1179 SOUTHOLD NY 11971-0959 ACCOUNT: 500015466 AS OF: 03/20/13 PAGE 1 ****************************************************** * FOR DEPOSITED ITEMS RETURNED * j ****************************************************** THE FOLLOWING CHECKS HAVE BEEN RETURNED PAYOR REASON AMOUNT DARREN HIGHTOWER INSUFFICIENT FUNDS 1,464.00 TOTAL ITEMS CHARGED BACK TO YOUR ACCOUNT 1,464.00 YOUR ACCOUNT BALANCE IS 54,898.62 • • *06100146 - t - aWa • Q3\20\a013 m 24940030 r� 132 c5 11 o DMOR1.'110i100WER . This-Is a.LLGAL•COPY of your ru 1! et2Ftft i 14p w-/O1Rtt c You eah u it 4M�same a i ; vtl (�Si iyy 3--S---i- -�ai l way y,?yu°would tfse ffie orglnai i unlit ohlc. n [� �f !r trq m 1!, Pay to the r:.,._ 0` c r/�hc f� ! $ ,7 GC`sReturn Reason-A IILI , Order of Q Not $uffici,krit Funds d /.{t� / Lr � . r7 A r i pr Pi4,6'i4 P).Jr. c-0--6-7 Dollars el „r ul rti &a 0 6 ao 1j Bank ` CI r t' orwa rta lftai.8 6d (yp",: z:-- "" r u Fot- d - •T 2 L407111t 21:VO4 94 68800n' O /32 41:02L4079L21: 7049468800o0132.110000146400.1' ! • - Co d - _ 13 1N C r tr©n- o- - j • `: 4. 000- II ' Ia7 m: =DEMO nob..n G3.15 � 7 p r., f+ icy? .oLJAot��o.n !!i ® 7L:tL:�`�n•- ..: • . l5 - Qr .Cl Q —1 T st F=ta.aq-Corr'(.31 Mr MCI Eller AruI Lt i/� ` '� w s d Er •JE} ' : C :•-r• o II ATI — t-73. 000=w rr�oQw Briddggph�ton .tional :�� : -� �7 UM,/123 Lain/ . >021406667< �i o� K� �: miE.rimia-iLJ �„�, C �_. --^ r1 mru .attain • h• 05 1- ami v-o..oi r: . :1. t 2C0,1-03-15 r r . r , urutr.rr�ru t ru o- "nJfUO �4 taro .i -b aro r o tJ _ o wt P w r' w R,•r a TN 1 -to not endorse or write beldad ds tine S tlJ 1_ lir" w ' - - - I • . 1 ELIZABETH A.NEVILLE,MMC �� .a'��/t$ . Town Hall,53095 Main Road t: TOWN CLERK p P.O.Box 1179 y Southold,New York 11971 REGISTRAR OF VITAL STATISTICS : p ' 1% Fax(631)765-6145 MARRIAGE OFFICER .44 Off'l e (631)765-1800 Telephone RECORDS OF MANAGEMENT OFFICER q* �`� 10 FREEDOM OF INFORMATION OFFICER �� southoldtawn.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD March 25, 2013 CERTIFIED MAIL RETURN RECEIPT REQUESTED • Darren Hightower 912 Fire Island Avenue West Islip,NY 11795 Dear Sir: 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 01464.00+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 the Town Attorney's office for collection and the permit will be voided. Thank you for your anticipated cooperation. Sincerely, 'Ark a-(9-49"-- � I Lynda M Rudder Deputy Town Clerk encs 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 ^� .m �- ._ „_ 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 ►+ - • I. • SCDHS. Ref.# RIO- 12 - 0027 ' ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION The locations of wells and cesspools ' OF SE%'TION 720D 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 ATH and or from data obtained from others. � ��L�a�� t� B=AR i�i�lb i ;�ilEu0A�;H L ��SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYORWHOSE SIGNATURE APPEARS HEREON. HIAWATHA � ��i�°F raAPPROVALO CO S[ ��; � i eADPITIONALLY TO COMPLY WITH SAID LAW TERM 'ALTERED BY ` lb4v�B onA L [��S:�r',"mi C �q�`(MUST BE USED BY ANY AND ALL SURVEYORS U7ILIZ/NG A COPY OF ANOTHER SURVEYOR'S MAP. TERMS SUCHfSINSPE.CTE.D ' AND wVACANTHT TO - DATE ' ARE NOT IN COMPLIANCE WITH THE LAW. o fDATE `� / - �• ' c `� DD� 1 ( . N/O/F LAND OF CA:LSEN ! ��d � � 110.00 13v. PR:°A° y --\ CMF � '�d�� e i' � ;e i�s t i if IV. 84°21'00" E. �. t .r .r•r ,r.r \ , I~ ,� �..p l: �It/� r �rr� r� r row sof trees e(pi.7 �� el (1.5 ® well �exisfin51 if Ln / am familiar with the STANDARDS FOR APPROVAL , z , ? not in �&11/16B '- �, �t o . AND CONSTRUCTION OF SUBSURFACE SEWAGE e! TEST HOLE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES - o t ni IDA , and will abide by the condition elI� O Brown loamy �__,�_ _ ,b ® �t �) sand SM �` ��L��AT O Bfi�I�G��B®GSI ��l9�L® t �i 2' �(s'G'�ed�EJ8��V69 �� 1f:NT c. Z el y _ _ /0 0 lit Brown clayey _ ?� LT ®�� t i� ` - 1 sand O 41 WELL SC �® /off d e �R • Pale to br coarse, , ..„ _ _. ,v 6' SURVEY OF PROPER T Y m ( , l - •H.�. i� el sand SW :65- T SOUTHOLD P ` 0 'Irl,. \ ,— ;t TOWN OF SOUTHOLD / IE{t9:N 1E 1p,q 111 Water In pale to brownfSee SUFFOLK COUNT_ Y , NY. tE 1dt8 �t ; n P sand SW 1000 — 78 — 03 — 29 ) - /,p F-. 1s-r.;�. ;t I,. SCALE• Y' = 20' FEBAi iv . 20, 2002 _ MAY 22, 2002 ( prop. hse. J \� / • 38 In - �— ., - - � JUNE /O, 2002 (cross section septic system 1 s3= ,�-� - JULY 24 cf.' , 2002 ( rev'sion 1 lit ;1..!., APRIL 19, 2012 (revisions) CMF - , iNr 35n _ Aug. I, 2012 (revisions) - • i row • �' - Iii N `^ , t� Rig! b rr�grY, m"-x rap, 'uf 5 lit °.----- i •�' . ',"' 'r ��I �Yr- e/ i5 P vhl .c �0�,N. IE z i� , t r d PROPOSED SEPTICS d •_ . ' e° ' 11" rill 0 Z i E.;re �5 es r l SYSTEM La . F`4 .a' ®. if y row of f e ., 'r�'ar�' sr��`� (4 BEDROOMS MAX.) >_:: q ,- - s-, 11 J r el. 8 r In . . iP IV Er / - 1000 GAL PRECAST SEPTIC TANK a -in ta O �' r F 110.00 3- 8'0 4'6" DEEP-LEACHING POOLS WITH `�" , tt �� 3' SAND (SW) COLLAR 3' MIN. ABOVE \\.f c i, , 1'00" Vii• GROUND WATER #1, �y�. /aF.=Y .L.,-.- 7 496/8 s. f 1, LAIVp OF LUSO 13 = ro e/ev i n� J "ECONIC SURVEYORS, P.C. • /I G OJ-er n P P 1631 J 765 - 5020 FAX (63/J 765 - l 797 AREA = 13750 sq. ft N/®/F well�� P w 1230 TRAVELER STREET ELEVATIONS ARE REFERENCED - SOUTHOLD, N.Y. 11971 TO AN ASSUMED DATUM. C.P. — , C.P. - 02 — 122 a • ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION SC�HS. Ref.# RI�- 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 HAS ' WHOSE SIGNATURE APPEARS HEREON. �I A H�A ` L RAIN RUNOFF CALCULATIONS ADPITIONALLY TO COMPLY WITH SAID LAW TERM • ALTERED BY " PROP. DWELLING 1575 sq.fi. MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY OF ANOTHER SURVEYOR'S MAP. TERMS SUCHASINSPE,CTE.D " AND W 1575 k 1 x O,/7 = 268 ,cult. VA ANT HT TO - DATE ' ARE NOT IN COMPL/A/�CCE WITH THE LAW. o - 268/42.2 = 6.4 VF. -------._\ CARLSEN PROVIDE 2 Dry Wells N/O/F LAND OF 8'. x 4' Deep va-cc°1'')14� 110.00" CMF ��:��'� e%70.E N. 84°21'00" E• "—for �t - ��.r•r �'r eI/b7.�� at at /t !� � �...- 'r row of trees In- cn el Q1,5 ow cn- well ' Z? not In .1&r1/16, lit , I am'familiar with the STANDARDS FOR APPROVAL o AND' CONSTRUCTION OF SUBSURFACE SEWAGE O - It e/ TEST HOLE DISPOSAL Y' \ - ill I bide yT�@Sc FOR SINGLE FAMILY RESIDENCES Is ^4, GI. Brown loamy / l 1 v sand V2 ti cs cl I t O .- SM t. O • ' ®�,ywe/ ! 100'• G' . Z L.P. _ 1 • - Brown clayey „ 0C. sand 4t WELL SC 4n = I.E.1IL 10.4 0 lir ' Pale brown s' SURVEY OF PROPER T Y • -� G7 I C io.¢ tiro`? LE line to coarse A T SOUTHOLD uill . I.L.P . la411111 �► e/ 3.� sand SW EL./'''TM 6.5 :\ . —► 10440 LE. 11� TOWN OF SOUTHOLD 117 ® tc"N ��el b o de e SUFFOLK COUNTY , N. Y. cP ) - ;,—,c n sand sw 1000 - 78 - 03 - 29 - S PROP i! 'b �� SCALE: 1" = 20' . c DRIVEWAYj �t� a J l3' FEB 20, 2002 E.135 IA r.rn /�� Y �� _ — MAY 22, 2002 ( prop. hse. 1 \ � rri i ' 39.5 il� o A - JUNE 10, 2002 (cross section septic system I A - 35.5'' ' r4 JUL Y 24, 2002 ( re v sio 1 4 PROP. HOUSEBEDROOM �it �° < APRIL 19, 2012 (revisions) - c.MF FIN. FLR. EL 15 nw At �+ Aug. I, 2012 (revisions) -� _ Dec. 19, 202 7REVI$IONSI roe N IFtii Ip' Mf4Igt O I e© ��E N fr , 0---- " . 'ky'-7:1 "... -. o Z. ' p if o DW 29' � 1Na��/' �� ,� ` ` % - ro el Il.3 , tb LI j F r \ �F mof trees r„ ..,.„ ow PROPOSED SEPTIC SYSTEM � , �y -ri -if y . • _ row rlh"bliiipx , l; - 1000GALBEDROOMS PRECAST SEPTIC TANK <� /�� At4� ��;`f,;I• �/ 110.00 I 3- 8'10 .,,, 4'6" DEEP,LEACHING POOLS WITH ``' O ir-w 3' SAND (SW) COLLAR 3' MIN. ABOVE LAkr: S. 84°21'00" W. GROUND WATER / to, f y��a � I . NO. 496/8 LAND OF LlJ80V J -ECONIC SURVEYORS, P.C. •AREA , = 13,750 S . f : ' N/O/F U wo feY 1 l� -PROP. ELEVATION d 1230 765(631) TRAVELER FAX (631) 765 - 1797 � dWe/i,� �p b/�� P. O. BOX 909 ELEVATIONS ARE REFERENCED --� SOUTHOLD, N.Y. 1/97/ TO AN ASSUMED DATUM. ,- - 1 • C ,)---4C.P. e / �� i 02 122 - _ - © Ice RETAIN STORM WATER RUNOFF } ii, DO Mr1T PROCEED WITH PURSUANT TO CHAPTER 236 F:,- * • UNTIL SURV OF THE TOWN CODE. OF _ _s,,L'ATION LOCATION L_ HA BEEN APPROVED:._ __ COMPLY WITH ALL CODES OF AflO'JD AS NOTED NEW YORK STATE &TOWN CODES AS REQUIRED AND CONDITIONS OF DATE: III ba. B.P.# 6SOUTHOLD TOWN ZBA FEE BY:--� R SOUTHOLD TOWN PLANNING BOARD NOT =Y BUIL ING DEPARTMENT AT N . 765-1802 8 AM TO 4 PM FOR THE *' I. . SOUTHOLD TOWN TRUSTEES FOLLOWING INSPECTIONS: N.Y.S.DEC I. FOUNDATION - TWO REQUIRED . —..... FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION FLOOD ZONE 4. FINAL - CONSTRUCTION MUST COMPLY WITH CHAPTER 148 ' BE COMPLETE FOR C.O. FLOOD DAMAGE PREVENTION ALL CONSTRUCTION SHALL MEET THE ' SOUTHOLD TOWN CODE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR J DESIGN OR CONSTRUCTION ERRORS. 2L cTmca OCCUPANCY OR PLUMBING USE IS UNLAWFUL ALL PLUMBING WASTE ' WITHOUT CERTIFICATE &WATER`LINES TESTINNGGBEFOORERE COVERING OF OCCUPANCY PLUMBER CERTIRCATlON ON LEAACONTENT BEFORE CERTIFICA TE-OF OCCUPANCY SOLDER.USED IN WATER- SUPPLYSYSTEM CANNOT EXCEED 2/110 OF•1%-LEAD. „,t., , i ( :� .¢ t�,t ., REScheck Software Version 4.4.3 44, ti Ntt it 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 11788 Com `Banc Pass"�es�sifirP4trad of ' 1;I x 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 • Gross • Cavity Cont. Glazing UA • Assembly • Area or ” R-Value R-Value or Door Perimeter U-Factor . Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1442 30 0 0 0 48 Ceiling 1:Flat Ceiling or Scissor Truss 1442 25.0 0 0 58 - Wall 1.Wood Frame, 16"o.c. 1374 13 0 2 5 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 wife he y"ilding plans,specifications,and other calculations submitted with the permit application.The propos a. en ri=sig d to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4 4.3-,L. i comply • requirements listed in the REScheck Inspection Checklist ti •el� I' Name-Title Signatu Date Project Notes: HI-12-351 C3O'CON�� /' k p'C <l ii 65d ,( C' \ {':::):Arl * ' IliVil:L'',41:t 'Y>, 0376 ..� Project Title:TAGGART RESIDENCE - Report date: 12/13/12 Data filename:O:\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: ❑ Ceiling 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/door jambs 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 intenor wall or ceiling 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. LI 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.O.\PROJECTS2012\Hightower\HIGHTOWER rck Page 2 of 4 . + R Air Sealing and Insulation: O 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. (g)Shower/tub on exterior wall.Insulation exists between showers/tubs and extenor wall. Sunrooms: O 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: O Materials and equipment are installed in accordance with the manufacturer's installation instructions. O Materials and equipment are identified so that compliance can be determined. O Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. D Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: j 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: j Building framing cavities are not used as supply ducts. O All points 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 181B 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 point 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). O 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: D 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 O 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: O Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. O 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: O Circulating service hot water pipes are insulated to R-2. Project Title:TAGGART RESIDENCE Report date. 12/13/12 Data filename:O.\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 • 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'c'). 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. O•\PROJECTS2012\Hightower\HIGHTOWER.rck Page 4 of 4 • C111 Yi rk r • ifConse ati e Construction Code Certificate Insulation`Rati g `` ^R Val er"��` Ceiling/Roof 25.00 Wall 15.50 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Gla &DoorRa►rg �U actr SHGC. Window 0.31 Door 0.30 NA Heatin '&Conlin Equipment' �' , Efficient y g g tt cer-,�b+,:#. +mow. r.4. .c',�v '.r; •"� �".. Heating System: Cooling System: Water Heater: Name: Date: Comments: GENERAL TINS UNLESS OTHERWIISENOTED, GENERAL FIREPLACE ASPHALT ROC7 SHINGLES NYS ENERGY CODE COMPLIANCE SITE DRAINAGE CALCULATIONS , MINIMUM DESIGN DEAD LOADS A5 PER ASCE 7-05 eft'z,.„.„{._' CONDITIONS OF THE CONTRACT FOR FIREPLACE OPENING AND FLUE SISAS PER SECTION Rg05.2 AIR LEAKAGE: LOAD _ 125.00' _ _ .. _ _ _ _ N5°4_5'00"W -E INSTALLED COMPONENT CONSTRUCTION, AIA DOCUMENT-201C EL.9.5 EL.11.5 ' N� TO BE AS INDICATED ON DRAWINGS. OF THE RESIDENT! GODS OF N.Y.S. -JOINTS, PENETRATIONS, AND ALL (psf) � � � - 4/8-7 SHALL APPLY. THE CONTRACTOR PROVIDE OUTSIDE COMBUSTION AIR ALL SLOPED kOOF SHINGLES SHALL OTHER SUCH OPENINGS IN THE (PW-1) ROOF AREA I: RUNOFF FACTOR-1.0 I 1 1.., �;, .,� SHALL OBTAIN CERTIFICATE OF WITH 6" DUCT AND DAMPER EACH SIDE BE GAF-CLASS-A ASPHALT ROOF BUILDINGS ENVELOPE THAT ARE G E I L I N G S g57.8 SQ.FT. x 2" 3 I kj '� "'OCCUPANCY. SUBSTITUTIONS SHOULD = 15q.6 GU FT E L FOR A TOTAL RECOVERY CAPACITY SHINGLES OR AI PROVED EQUAL. SOURCES OF AIR LEAKAGE MUST BE GYPSUM BOARD (I/2-in.) 10 tUuu u'coNN P. C NOT BE MADE WITHOUT WRITTEN OF 150 GEM MIN. MAINTAIN MAXIMUM SHINGLES SHALL SE APPLIED OVER SEALED. 0 A 1: C n I I e C T C AUTHORIZATION BY THE ARCHITECT. GYPSUM BOARD (5/8-in.) °i.0 12 O I _ 10 2- USE 8'� x 4' DEEP DRAIN RING = IL q.0 GU.FT. 20 CFM INFILTRATION THROUGH THE I5# ASPHALT I ELT WIT -RECESSED LIGHTS MUST BE TYPE IG �, \ THE PREMISES SHALL BE KEPT FLUE WHEN NOT IN USE PROVIDE GAF-WEATEF`-WATCH ICE AND WATER RATED AND INSTALLED WITH NO SUSPENDED STEEL CHANNEL SYSTEM 2.0 (V I, D I W-I 1 IoV REASONABLY GLEAN AT ALL TIMES. FIREPLACE OPENING WITH GLASS BARRIER APPLIES AT EAVES, PENETRATIONS, OR TYPE IC OR NON-IC G O V E R I N G 5, R 0 0 F, AND WALL (DW-2) ROOF AREA 2: RUNOFF FACTOR=1.0 `r --' `r TODD O'CONNELL,A1A AT THE COMPLETION OF WORK, THE DOORS TO CONFORM TO NYS ENERGY VALLEYS ANO FLASHING. ROOFING RATED INSTALLED INSIDE AN II 1 / IZ 1200 Veterans Memorial Highway ASPHALT SHINGLES 2.0 728.8 SQ.FT. X 2 � ,� z Suite 120 CONTRACTOR SHALL REMOVE ALL TOAPPROPRIATE AIR-TIGHT ASSEMBLY =121.5 GU FT CONSERVATION GODS. FIREBOX TO B= CONTRACTOR PROVIDE ALL • Hauppauge,NY11788 WASTE MATERIALS, TOOLS, RUBBISH, GYPSUM SHEATHING, 1/2-in. 2.0 12 i COMPLETELY LINED WITH FIREBRICK. FLASHING NECESSARY FORA WITH 0.5" CLEARANCE FROM / ETC., GLEAN GLASS AND LEAVE WORK PROVIDE MIN. 8" FIREPLACE WALL WATERTIGHT, 7NEATHERPROOF JOB. COMBUSTIBLE MATERIALS AND 3" PLYWOOD (per I/2inJ 1.6 USE 8'49 x 3' DEEP DRAIN RING = 126.7 CU.FT. i EL.13.2 // o o.o I P(631)65C�-5666 BROOM GLEAN UNLESS OTHERWISEI-.5' /, \ mI \ -� EL.13.2 --- 8.0' F(531}550-6567 THICKNESS WITH 4" NON COMBUSTIBLE ROOFING IS TO BE APPLIED IN STRICT CLEARANCE FROM INSULATION RIGID INSULATION, /2-in. 0.75 .•; '''. :,',..-',W,. .'::::,'/,'%'''''':':: `.';.';,jv ;. -- S_r• - L.P. IP SPECIFIED. THE CONTRACTOR SHALL FIRESTOPING BETWEEN COMBUSTIBLE ACCORDANCE: WITH THE (DW-3) DRIVEWAY: RUNOFF FACTOR=.q ' `. ,•-`''" "'' .,^, C(515)55$-0325 I N ..GARRY WORKMAN S COMPENSAT O E1TARDER: :WOOD FRAME CONSTRUCTION. MANUFACTURi�� SPECIFICATIONS. VAPOR RE SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.7 I ,.. ` , %, ;`rr>:).. , O1 \ �� I AND GENERAL LIABILITY INSURANCE. CONTRACTOR SHALL SUPPLY COLOR -REQUIRED ON THE WARM-IN-WINTER 744.0 SQ.FT. x.q X 2" =111.6 GU FT Y p •BITUMINOUS, SMOOTH SURFACE 1.5 12 'Y \\\ `> 2 u 1f-fP" ,, ( °.0-. PROPOSED . \ ALL SHALL COMPLY WITH STATE AND FOUNDATION WATERPROOFING SAMPLES OF SHE SHINGLES FOR SIDE OF ALL NON-VENTED FRAMED WATERPROOFING MEMBRANE o,,'<>':. .✓',,> ':,;.',v;;; / \ I �, r ' u,•K....> ... LOCAL CODES AND ORDINANCES. THE INSTALLTWO LAYERS OF TROWELED P VA PRIOR TO CEILINGS, WALLS, AND FLOORS. &:^;,',ri;"ti'_:s,,s.2 sroRY I. .6&'� L.P. L___ \ :'°g='�' ° 453 USE 8 x 3 DEEP DRAIN RING = 126.7 CU.FT. I cs' I �� OWNERS AP O L, ,- RESIDENCE;. � �8.0'�( L.P. � CONTRACTOR SHOULD FULLYFLOORS AND FLOOR FINISHES ,,..-,/,‘,,,./,..-'/,',..„,:,''.F ,EL.IA4.5'A•; k m \ ON FIBERGLASS MASTIC. (FED. SPEC. INSTALLATION. I C AfJ ° �- GUARANTEE HIS WORK AND THE WORK MATERIALS IDENTIFICATION: S.S.G. 155 TYPE-I) MEMBRANE TO BE CERAMIC OR QUARRY TILE (5/4-in.) NOTES: h 1., `� OF HIS SUBCONTRACTORS FOR A -MATERIALS AND EQUIPMENT MUST SE ON I/2-in. MORTAR BED 15.0 1 f,Ty; ;,;.',, r ,- y �.- <, , �,x , o" _ �0 PERIOD OF ONE YEAR AFTER CONTINUOUS FROM TOP OF NSULATION I. BOTTOM OF DRYWELL MUST BE MINIMUM OF 2' m FOUNDATION AND EXTEND TO LAP ALL EXTERI0R. WALLS AND ROOFS INSTALLED IN ACCORDANCE WITH THE g (� COMPLETION OF THE PROJECT UNLESS EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL MANUFAGTURERIS INSTALLATION HARDWOOD FLOORING, 7/7-in. 4.0 ABOVE AVERAGE GROUND WATER ELEVATION. EL.13.2 ' 4 / '* n A%"'� I EX. I I V OTHERWISE SPECIFIED. ALL WORK FACED FIBREGLASS BATT INSULATION INSTRUCTIONS. LINOLEUM OR ASPHALT TILE, I/4-in. 1.0 2. BOTTOM OF DRYWELL TO HAVE MINIMUM 6' D f 2433' x" / ( 1 \ . r r yEL.13.2 61.44' SHALL BE PERFORMED IN BY JOHN MAN`✓IEEE OR APPROVED -MATERIALS AND EQUIPMENT MUST ACCORDANCE WITH GOOD BUILDING �IREBLOGKIN6 SUBFLOORING, 3/4-in. 3.O PENETRATION INTO RATEABLE MATERIAL. �\PRACTICES. THE CONTRACTOR SHALL FIREBLOGKING SHALL BE PROVIDED, WARM SIDE. FsO/IDE 11/2" RIGID GAN BE DETERMINED. FLOORS, WOOD JOIST (no plaster) 12-in. 16in. I- 0 w \ )- O k' INDEMNIFY AND HOLD HARMLESS THE AS PER SECTION 8502.15 OF THE 1O.G. O.G. FERMI ABLE MATERIAL AROUND THE STRUCTURE. OI LU \\ w 10 i FOAM INSULA• ION ON ALL EXTERIOR -MANUFACTURER MANUALS FOR ALL JOIST SIZES (inJ OWNER, ARCHITECT, AND THEIR RESIDENTIAL CODE OF NEW YORK INSTALLEDO wf \\ > 0 • FOUNDATION iiALL5 FROM FOOTING HEATING AND COOLING 2x6 6 5 - o STATE, TO GUT OFF ALL CONGEALED - \`� ' AGENTS AND EMPLOYEES FROM ANDTO 6"BELOW i=�NIP•HED GRADE UNLESS EQUIPMENT AND SERVIGE WATER TEST HOLE DATA I �3 m ` Q ` AGAINST ALL CLAIMS, DAMAGES, DRAFT OPENINGS (BOTH VERTICAL OTHERWISE SPECIFIED. CARE SHOULD HEATING EQUIPMENT MUST BE 2x8 6 6 I o \Dw-2� \Dw s� I111. : LOSES AND EXPENSES, INCLUDING AND HORIZONTAL). 2 BY: PEGONIG SURVEYORS r w \_-/ \--/ BE TAKEN NO' TQ DAMAGE PROVIDED. xlO 6 PERFORMED: 02-20-02 I `� 0. 1 I ATTORNEYS FEES ARISING OUT OF OR PROVIDE FIREBLOGKING IN FOUNDATION VIATERPROOFING. -INSULATION 8-VALUES AND GLAZING 2xl2 8 o' ° u, IA RESULTING FROM THE PERFORMANCE CONGEALED SPADES OF STUD WALLS U-FACTORS MUST BE CLEARLY BROWN LOAMY SAND (SM) 1 a Q u 1 I m OF THE WORK PROVIDED THAT ANY AND PARTITIONS, INCLUDING FURRED GLASS WINDOVSlS AND DOORS FRAME PARTITIONS 2' _ '-" _ _ _ ••• _ tr MARKED ON THE BUILDING PLANS OR EL.11.3 0- _ SUCH CLAIM, DAMAGE, LOSS OR SPACES AT THE CEILING AND FLOOR SPEC F CAT ONS. WOOD OR STEEL STUDS, I/2-in. GYP. BOTH SIDES 8.0 �- ��- _ EL 115 133.00 (-- EXPENSE (A) IS ATTRIBUTABLE TO LEVELS. CONGEALED HORIZONTAL SE TI INSTALLED"ED AS PER < TOBEBROWN CLAYEY SAND (SC) 125.00' SS°45'00"E N SEGTIONR50� OF THE RESIDENTIAL FRAME WALLS BODILY INJURY, SICKNESS, DISEASE FURRED SPADES SHALL ALSO BE CODE OF N.Y.S. ALL GLASS IS TO BE DUCT INSULATION: 6' PALE BROWN FINE TO COARSE SAND (SW) - Z O OR DEATH OR TO INJURY TO OR FIREBLOGKED AT INTERVALS NOT EXTERIOR STUD WALLS: 6.5' , DESTRUCTION OF TANGIBLE PROPERTY EXCEEDING 10 FEET. INSULATED LOIN-E UNLESS OTHERWISE -SUPPLY DUCTS IN UNCONDITIONED SPECIFIED. GLASS SUBCONTRACTOR ATTICS OR OUTSIDE THE BUILDING 2x4 @ 16-in., 5/S-in. GYPSUM, ,AEASS0 STREET I-- -1 (OTHER THAN THE WORK ITSELF SHALL NOT IN'r)TALL GLASS UNTIL MUST BE INSULATED TO R-8. INSULATED, 5/8-in. SIDING 11.0 HATER IN PALE BROWN FINE TO I FLAN EL.10.2 z INCLUDING THE LOSS OR USE PLUMBING PROPER CLEARANCES ARE -RETURN DUCTS IN UNCONDITIONED COURSE SAND (SW) PLOT FJ- I `► 0 RESULTING THEREFROM). (B) IS CONTRACTOR SHALL INSTALL WATER PROVIDED. AI,L SLIDING GLASS ATTIGS OR OUTSIDE THE BUILDING 2\6 @ I6-in., 5/8-in. GYPSUM, 12.0 v T SUPPLY AND SANITARY SYSTEM AS INSULATED, /8-in. SIDING SCALE: I = 20 -O CAUSED IN WHOLE OR IN PART BY ANY DOORS, SKYLI SHTS AND/OR WINDOWS MUST BE INSULATED TO R-4. 13' NEGLIGENT ACT OR OMISSION OF THE INDICATED. PROVIDE HOT AND GOLD AS REQUIRED BY CODE, SHALL BE -SUPPLY DUCTS IN UNCONDITIONED EXTERIOR STUD WALLS WITH BRICK VENEER 45.0 - CONTRAGTOR, ANY SUBCONTRACTOR, SHUT-OFF VALVES AT ALL FIXTURES. INSULATED TEMPERED GLASS. ALL SPACES MUST BE INSULATED TO R-8. - u,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 -_ in GLL HATER AT ALL CHANGES OF GLASS DOORS AND WINDOWS SHALL 2 TRAFFIC RATED o"I 7 I-N, IL EMPLOYED BY ANY OF THEM, ORBE INSTALLED IN STRICT SPACES (EXCEPT BASEMENTS) MUST PLASTER, ADD 5 ib/ft- FOR EACH FAGS PLASTERED. VALUES GRATE u, 1:1 OGIVEN REPRESENT AVERAGES. IN SOME GASES THERE ISA t TOP TYPICAL AT w° w u,ANYONE FOR WHOSE ACTS ANY OF DIRECTION AND AT BASE OF ACCORDANCE WITH TE BE INSULATED TO R-2. CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. FINIS+EDSRADEPAVED AREAS \ `(* $ '- -Iri ,_. �.. ..> �..�. ` : _fit-; � 0 ! I � INFOR\rAT C� u,�Fava �$' w THEM MAY BE LIABLE REGARDLESS VERTICAL WASTES. USE 4 GAST IRON MANUFACTUP.F.SS SPECIFICATIONS. ALL -INSULATION 15 NOT REQUIRED ON -III-._ I THROUGH FOUNDATION WALL PITCHED III_- -i. m I I 24'IAGGE99HOLE �, ij 11 a o J �' o OF WHETHER OR NOT IT IS CAUSED IN WINDOWS ARE TO BE CAULKED AND RETURN DUCTS IN BASEMENTS. j__1L_. WIT�GIAP REINPORGIN6 EARS :':";11F_ UI f d (y 111m MIN. I/8" PER FOOT. TRAP/WASTEII ill 1 I 'HI z 111x7.1-°__,v 2 z v o>'DLit: l,1 PART BY A PARTY INDEMNIFIED SEALED AS E'ER N.Y.S.NYSENERGY ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* AS PER 1-_: e .�. ° ° ,'4 :II,;��- �® /� I� ® ®��{�-�®� � �I z i N}- Inc) { ` SOUTHOLE )L;4) a HEREUNDER. ALL MATERIALS, SIZES FOR FIXTURES SHALL BE AS GONSERVATIL-1xl CODE REQUIREMENTS. DUCT CONSTRUCTION: TABLE 8301.7 OF THE RESIDENTIAL GODS OF NEW YORK =111--111 y . il;Hlii- w o u1 n O 7 nI O W ASSEMBLIES, AND METHOD OF FOLLOWS: PROVIDE FLASHING PANS UNDER ALL -ALL JOINTS, SEAMS, AND 11-T;- =,1,-=1 O n ;,,, P �( G --I I l'E-11 I, _ _ _ CONSTRUCTION INCLUDING BUT NOT DISH WASHER 1 I/2ALLOWABLE (II-III=1_ WIRE FABRIC FOR TOTAL INTEALL /. I -= OVERFLOW+ r 0_,i 9 0,)�L 0 SLIDER, DOOF,S, AND WINDOWS WITHIN CONNECTIONS MUST SE SECURELY STRUCTURAL MEMBER CONCRETE AREA OPVIALL li PIPE SEE S>`GTION: �8 BLOCK: OBJ LOT(S): 2� J7al 0 KITCHEN SINK 1/2" DEFLECTION i:i 11=-.III MENIMUMAREA OF OPENIME PER it 1;;111 DRAININt55 Q �I pIli 11 O LIMITED TO FORM-WORK, A 611 OF AN EXTERIOR SURFACE. ALL FASTENED -WITH WELDS, GASKETS, III-il_I-TII Ell 1- tr 11 F__rlI_111__ CIRCUMFERENTIAL 1800eq n.MAX., (i..._�I c I',-,Id B*7 ty 1-()Ili U I-- BLOCK-WORK, FRAMING, NAILING, LAVATORY 11/4 EXTERIOR DOORS ARE TO BE FULLY MASTICS (ADHESIVES:), REINFORCEMENT,on bOOeq.in MIN. Ili!III c u,1Z (wz4 RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 III.lil_-_ *q. 1 04_1. ettF r z Q PLACING OF CONCRETE, ETC. ARE TO SHOWER 2" WEATHER-STRAPPED. PROVIDE ALL MASTIC-PLUS-EMBEDDED-FABRIC, OR WITH NO FINISHED CEILING ATTACHED TO I-'!-I� i= L: z 1-O U i- 111,_111__1 n --'1111- ,;"-'111 4`�,,),, ,v 0 BE CAREFULLY SUPERVISED BY THE TOILET 5" SCREENS AND HARDWARE AS TAPES. DUCT TAPE IS NOT RAFTERS 111)--4"=111= p, ZONE: R-4O REQUIRED` PROPOSED �,W LI,,-(4 z>o p Q n� CONTRACTOR TO BE SURE THEY ARE ALL SYSTEMS TO HAVE ONE 5" MAIN REQUIRED. ALL GLASS IS TO BE FREE PERMITTED. =111 III- .t4 000 0 0 0 4.-4'-5"-10"0 000 17:11.11- , 7 )uu z IN ACCORDANCE WITH THE DRAWINGS, VENT STACK INCREASED TO 4" INTERIOR WALLS AND PARTITIONS H/180 1=.I!=-!.I ;� =1 - o'I' Q �I'�� OF SGRATGH.15 AND IMPERFECTIONS EXCEPTION: CONTINUOUSLY WELDED -III_-:I :: LLS 000 0 0 = 0 0 0 =loop :.--III- LOT AREA 40000 SOFT. 15750 SOFT. .Ft-°-0-p o z,,L;`, SPECIFICATIONS, APPLICABLE GODES THROUGH THE ROOF. PROVIDE AND G-UARAN.'EED BY THE AND LOCKING-TYPE LONGITUDINAL FLOORS AND PLASTERED CEILINGS L/56,0 1=III-11 p 11= 1 _. 0000 0 0 0 0 0 0000 =11r i i,u u,p H07 Iii-�11 III= AND GOOD PRACTICE. DEVIATIONS FROSTPROOF HOSE-BIBS AS MANUFACTURE:R FOR A PERIOD OF NO JOINTS AND SEAMS ON DUCTS ALL OTHER STRUCTURAL MEMBERS L/240 il = =i=;�1 ° 000 0 0 0 0 0 0 0 000 ° li ! LOT W I DTH v~)u-3'vI z w'-IZ O v 50 FT. 125 FT CY4 4'L IIIFill-1 ❑oo0 0 o I o 0000 (' w� p w��u u illl1E1111i-I_ :`c „ ., -- . n_o>w=o �p� z FROM THE DRAWINGS AND INDICATED ON PLANS WITH EASILY LESS THAN 5 'FEARS. ALL WINDOWS TO OPERATING AT LESS THAN 2" w.Ce. EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/560 =111--ISI:-_I . 0000 0 o I = 0 0000 -4 jl=. u' w pwWF u SPECIFICATIONS WILL NOT BE ACCESSIBLE DRAIN DRAIN-COCKS. BE ANDERSEN UNLESS INDICATED li:_ill=1!I 0 -11111 LOT DEPTH 175 FT. 110 FT. (500 FA.) EXTERIOR WALLS - WIND LOADS° WITH BRITTLE L/240r1111-1! III TI:= 4�?0 0 0 0 0 0 0 raan ° (l v N O O Q J N v yil PERMITTED WITHOUT WRITTEN THE WATER SUPPLY AND SEWAGE OTHERWISE. -DUCTS SHALL BE SUPPORTED EVERY '==111 _I ,' 't•f. .: Tl M11_ YA �H J o}z u;H z O _, AUTHORIZATION OF THE ARCHITECT. DISPOSAL SYSTEM SHALL COMPLY TO FINISHES _� -=• ° IIS=111 i FRONT D 55 FT. 56 FT. 3TOw 0= TO 10 FEET OR IN ACCORDANCE WITH THE =L-!: y ' ': ;G'' ?v w-I, 0 m m 0 w r ��I.-1 --- - Ire_ �� TE CONTRACTOR SHALL BE THE APPLICABLE COUNTY r EXTERIOR WALLS - WIND LOADS° WIT FLEXIBLE L/120 ;111_ ,ur 1-i-I 1-zz ,n PAINTING AI; ; STAINING MANUFACTURERS INSTRUCTIONS. _� �.� MIK ei`r s'Q p w 3,tW'L `� -0cr l0 d / .I,=-li SIDE YARD (MIN) 10 FT. _ 12.5 FT. ww,>ow4zQw=I iY RESPONSIBLE FOR THE SHOP DEPARTMENT OF HEALTH STANDARD. THE FOLLOWING 15 INCLUDED FOR THE -COOLING DUCTS WITH EXTERIOR FINISHES }>,, P. i _- „,„_,. . p-0 DRAWINGS WHICH MAY SE NEEDED. AND REGULATIONS. APPROVAL OF GONVENIENCF OF THE PAINTING INSULATION MUST BE COVERED WITH A NOTE: L=SPAN LENGTH, H=SPAN HEIGHT ,';) -` "GRrTEF'°TI"6 ;c -:=11111 ` LI b ALL DIMENSIONS AND CONDITIONS ALL PLUMBING MUST BE OBTAINED GONTRAGTO='= AND ONLY AS AN VAPOR RETARDER. SIDE YARD (A00) 25 FT. ��.� �T. r a. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 T� -1!I LOCAL -AIR _:. _ U=-iii' ` EMI ARE TO BE FIELD VERIFIED. FROM APPROPRIATEINDICATION C+. THE TYPES OF PAINTS FILTERS ARE REQUIRED IN THE TIMES THE COMPONENT AND CLADDING LOADS FOR THE ,- _ _,IT�I_��L�11 �1-=111 :,111;=iii= 11j= 11;-;Ilii=i,�1..- )i�;;111=111 X CONTRACTOR TO REMOVE 4 AUTHORITIES PRIOR TO CONGEALMENT. REQUIRED FOR VARIOUS SURFACES, IT RETURN AIR SYSTEM. PURPOSES OF THE DETERMINING DEFLECTION LIMITS HEREIN -111,TI11,1= "'ii'-111 REAR YARI2 55 FT. 5c31.0 FT. RELOCATE AS REQUIRED ALL PRIOR TO ORDERING, CONTRACTOR IS THE INTENT OF THESE -THE HVAC SYSTEM MUST PROVIDE A .. EXISTING WORK WHICH INTERFERES SHALL SUPPLY GUTS OF FIXTURES FOR SPECIFICATIONS TO PROVIDE A MEANS FOR BALANCING AIR AND MINIMUM FLOOR AREA 850 SOFT. 2120. SO.FT. WITH NEW CONSTRUCTION. OWNERS APPROVAL. IN THE EVENT COMPLETE FIPI!SH. ALL PAINTED WATER SYSTEMS. NOTE: 5U I LD I NO HEIGHT 55 FT. 25.5 FT. SITE WORK TAT THE OWNER CHANGES, THE SURFACES MUST BE FULLY COVERED THE PLUMBING SYSTEM SHALL BE INSTALLED STAKEOUT IS TO BE PERFORMED BY A CONTRACTOR SHALL CREDIT TE INA UNIFORM �1.ANNER TO BE TEMPERATURE CONTROLS: IN ACCORDANCE WITH THE REQUIREMENTS OF NOTE: THIS PROJECT COMPLIES WITH TE LOT COVERAGE 20 `% 11 .0 7 OWNER FOR THE FULLFOUNDATIONS CHAPTER 4 DESIGN 2010 RESIDENTIAL CODE OF NEW SUBGOLICENSED SURVEYOR. STAKING AND OWNER FOR TH RS DOST FOR THE /ACCEPTABLE. -EACH DWELLING UNIT HAS AT LEAST CHAPTERS 25-52 OF THE RESIDENTIAL GODS LAYOUT ARE TO ESTABLISH ALL LINES INTERIOR WOOD SURFACES-APPLY TO ONE THERMOSTAT CAPABLE OF OF NEW YORK STATE. BASED UPON PRESUMPTIVE LOAD YORK STATE AND BENCHMARKS. VERIFY ALL GIVEN CHANGED UNIT. LIGHTLY SANf;ED SU 'FAGES, WALLS, AUTOMATICALLY ADJUSTING THE THE MECHANICAL SYSTEMS SHALL BE BEARING VALUES OF SANDY GRAVEL *NON-CONFORMINO LOT ADJUSTMENTS DATA ON DRAWINGS. IN CASE OF HVAC DOORS, FRAMES, TRIM, AND BASES, SPACE TEMPERATURE SET POINT OF INSTALLED IN ACCORDANCE WITH THE AND/OR GRAVEL AT 2000 LBS PER DISCREPANCY, RECEIVE ONE GOAT WOOD FILLER OR STAIN THE LARGEST ZONE. REQUIREMENTS OF CHAPTERS 12-25 OF THE SQUARE FOOT. CONTRACTOR TO SYSTEM TO BE DESIGNED BY OTHERS. CLARIFICATION FROM ARCHITECT AND TWO COATS MCKLUSKY'S RESIDENTIAL CODE OF NEW YORK STATE. CONSULT ENGINEER IF DIFFERENT SOIL PROVIDE PROPER SUPPLY TO ALL PRIOR TO PROCEEDING. EXCAVATE EGGSHELL FNSH NON-YELLOWING ELEGTRIG SYSTEMS: THE FUEL GAS SYSTEM SHALL BE INSTALLED MATERIALS ARE FOUND UPON AND BACK FILL FOR WORK INDIGATEID ROOMS & CONFORM WITH ALL STATE POLYURETHANE. -SEPARATE ELEGTRIG METERS ARE IN ACCORDANCE WITH THE REQUIREMENTS of EXCAVATION OR TEST HOLE, FOR ON DRAWINGS. STOCPILE TOPSOIL AND LOCAL CODES. KGYPSUM BOARD- MINIMUM ONE GOAT REQUIRED FOR EACH DWELLING UNIT. CHAPTER 24 OF THE RESIDENTIAL CODE OF ALTERNATIVE FOOTING AND C,OL_D R00rr- 5\101A LOADS OVERASEOBTAINED FROM STRIPPING DRIVEWAY PRIMER AND TING GOATS FLAT PAINT. NEW YORK STATE. FOUNDATION WALL DESIGN AS PER ASCE 7-05 AND BUILDING SITE. STOCKPILE ALL EXTERIOR WOOD SURFACES- TWO FIREPLACES: i 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 CARPENTRY EXTERIOR EXF'OSED METAL- MINIMUM WITH TIGHT FITTING NON-COMBUSTABLE 5:12 (1.0) X (20 PSF) 20 PSF -` F- TOPSOIL ARE TO BE FREE OF WEEDS, JOISTS RAFTERS AND STUDS SHALL ONE GOAT ZING CHROMATE AND TWO FIREPLACE DOORS 4:12 (O. 14) X (20 PSF) Iq FSF SQUARE FOOTAGE z0 TREE ROOTS, ROCKS AND DEBRIS. BE CONSTRUCTION GRADE DOUGLAS COATS EXTERIOR ENAMEL. -FIREPLACES MUST BE PROVIDED NOTE: 5:12 (o.=1) X (20 PSF) 18 PSF HOUSE 1022.1 ALL SURPLUS MATERIAL THAT IS FIR-SOUTH SELECT STRUCTURAL. ALL ALL MATERIAL SHALL BE OF BEST WITH A SOURCE OR COMBUSTION AIR, PROVIDE WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF `1/16" AND A UNSUITABLE FOR BACK FILL MATERIAL WOOD SILLS AND WOOD IN CONTACT QUALITY PITTSBURGH, PRATT $ AS REQUIRED BY THE FIREPLACE 6:12 (0.82) X (20 PSF) IL PSF (- SHALL BE REMOVED FROM THE SITE. WITH MASONRY SHALL BE-ACO. ALL LAMBERT, DUTCH BOY. SABOTS, CONSTRUCTION PROVISIONS OF THE MAXIMUM SPAN OF 8 -O FOR OPENING PROTECTION IN ONE AND TWO STORY FRAMED 7:12 (0.74) X (20 PSF) 15 PSF FRONT COVERED PORCH 158.2 / Q BUILDINGS. PANELS TO BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACH -- PROTECT ALL TREES WITHIN EIGHT EXTERIOR SHEATHING SHALL BE 1/2 MGKLUSKYS, G%R APPROVED EQUAL. BUILDING GODS OF NEW YORK STATE, MENTA HARDWARE. ATTACHMENT HARDWARE' TO BE IN COMPLIANCE WITH TABLE 8:12 (0.6`1) X (20 PSF) _ 15 PSF REAR T00P 50.0 to FEET OF THE BUILDING. PROPER GDX DOUGLAS FIR PLYWOOD. CONTRACTOR IS TO PROVIDE THE RESIDENTIAL CODE OF NEW YORK ,� cl:12 (0.5) X (20 FSF) 12 PSF 8301.2.1.2 OF THE NEW YORK STATE BUILDING 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 (20OARA 'E 4I� BEFORE COVERING ANY EXCAVATED PLYWOOD EXTERIOR SHEATHING TO FOR ARGHITE�:.T'S AND/OR OWNERS BUILDING CODE, AS APPLICABLE. - 0:1 (®•58) X PSF) 12 PSF WORK. BE COVERED WITH "TYVEK" HOUSE APPROVAL. TASLE R5O .2.1 .2 : WIND5ORNE DEERIS PROTECTION FASTENING 11:12 (0.52) X (20 PSF) 10 PSF - w WRAF OR APPROVED EQUAL. BLOCK SERVICE HATER HEATING: SCHEDULE FOR HOOD STRUCTURAL PANELS 12:12 (0.44) X (20 FSF) _ FSF TOTAL 105.0 CONCRETE BLOCK STUD WALLS AT 1/2 STORY HEIGHTS GYPSUM WALL, BOARD -WATER HEATERS WITH VERTICAL ALL CONCRETE BLOCK 15 TO HAVE AND AT ALL UNSUPPORTED EDGES GI' INSTALLED AS PER SECTION 8702.3.2. PIPE RISERS MUST HAVE A HEAT TRAP FASTENER SPACING "DUR-O-WALL" REINFORCING EVERY PLYWOOD. PROVIDE SOLID BLOCKING THROUGHR70 .5.6 OF THE ON BOTH THE INLET AND THE OUTLET 4 FOOT 5 FOOT HARM ROOF SNOW LOADS LOT AREA 15750 • THIRD COURSE. FILL TROP COURSE AND DIAGONAL BRACING OF FLOOR RESIDENTIAL i:� FASTENER TYPE ODE OF N.Y.S. GYPSUM UNLESS THE WATER HEATER HAS AN AS PER ASCE 7-05 Ili SOLID. MORTAR MIX TO BE ONE PART JOISTS AT 81 O.G. MAXIMUM AND WALLBOARD APPLICATION SHALL BE INTEGRAL HEAT TRAP OR 15 PART OF PANEL SPAN < PANEL SPAN < PANEL SPAN LOT CO�ERAOE I I .� 7 tu 0 �- PORTLAND GEMENT, ONE PART LIME SOLID BLOCKING UNDER ALL TAPE JOINT S'^'STEM. ALL GYPSUM A GIRGULATING SYSTEM. <4 FOOT < 6 FOOT < 8 FOOT SLOPE GS GSL LIVE LOAD _1/2" ON WALLS AND 1/2 _ PUTTY, AND SIX PARTS SAND, OR ONE UNSUPPORTED EDGES OF PLYWOOD. BOARD TO BE " -INSULATE CIRCULATING HOT WATER �- /26 HOOD SCREWS I6" 12 II 5:12 (0.55) 17(20 PSF) PSF = 0 7 ill - FART MASONRY GEMENT AND THREE ALL GAP PLATES TO BE DOUBLED ON GEILINGS UNLESS OTHERWISE PIPES TO THE LEVELS ON TABLE I. - 4:12 (0.5) X (20 PSF) 16 PSF z �_1__u PARTS SAND. AND NAILED BOTTOM GAP PLATED TO INDICATED. FINISH JOINTS, J-BEADS. 2-1/2" #& WOOD SCREWS IS" IS" 12" �/ W END OF STUDS. LAP GAP PLATES AT NAIL DIMPLES, CORNERS AND EDGES GIRGULATING HOT WATER SYSTEMS: 5:12 (0.74) X (20 PSF) 15 FSF NO OVERSIGHT ERROR OR OMISSION ON CONCRETE CORNERS. WHERE FLUSH FRAMING SHALL BE TAPED AND RECEIVE THREE -INSULATE GIRGULATING HOT WATER 6:12 THE PART OF THE BI,aILDING OFFICI AL OR NO CONCRETE OR MASONRY WORK (0.67) X (20 PSF) 15 PSF b LI `^ SHALL BE DONE DURING OCCURS, USE MIN. I6GA SHEET METAL GOATS OF JOINT COMPOUND. ALLOW PIPES TO THE LEVELS ON TABLE I. 7:12 (0.5) X (20 PSF) 12 PSF HIS REPRESENTATIVE SHALL LEGALIZE THE t (� V JOIST HANGERS BY "TECO" OR 24 HOURS TO DRY BETWEEN GOATS. 8:12 (0.56) X (20 PSF) II PSF ERECTION GONSTRUGTION ALTERATION, v TEMPERATURES OF 40 DEGREES F. TAIL MINIMUM INSULATION THICKNESS FOR GIRGULATING HOT WATER PIPES ' II' O Z AND FALLING. NO CONCRETE SHALL APPROVED EQUAL. ALL CORNERS TO FINAL GOAT TO BE SANDED SMOOTH. HEATING AND COOLING PIPING q:1'' REMOVAL, USE OR T NGY OF A #-1 ` BE MINIMUM 3 2X4 STUDS. HEADERS METAL CORNER BEAD TO SE USED ON INSULATION: INSULATION THICKNESS IN INCHES BY PIPE SIZES (0.51) X (20 PSF) 0 PSF WALL KEY BE PLACED ON FROZEN SURFACES. BUILDING OR STRUCTURE THAT DOES NOT `� SHALL BE MINIMUM 2/2.X5 UNLESS ALL OUTSIDE c, 10:12 (0.48) '< (20 PSF) 10 PSF V 1 (1 CONCRETE SHALL BE AIR ENTRAINED, `ORNERS AND AROUND -HVAC PIPING CONVEYING FLUIDS HEATED WATER NON-GI RUNOUTS GIRGULATING MAINS AND RUNOUTS CONFORM TO THE PROVISIONS OF THE ,n +--+ NOTED ON FLANS. MINIMUM BEARING ALL OPENING;. ABOVE 105°F OR GRILLED FLUIDS TEMPERATURE (F) UP TO I" UP TO 1.•25" 5" TO 2.011 OVER 2" 11:12 (0.44) X (20 PSF) cf PSF N.Y.S. ENERGY, BUILDING AND TOWN EXIST TO BE REMOVED Q V TOTAL AIR CONTENT (PERCENT BY FOR STUDS, JOISTS AND BEAMS SHALL BELOW 550F MUST BE INSULATED TO 12:12 (0.58) X (20 PSF) 8 PSF GODES. 111 O VOLUME OF CONCRETE) SHALL NOT BE BE 5 1/2". USE DOUBLE JACK STUDS ELECTRICAL THE LEVELS IN TABLE 2. 170-180 0.5 1.0 1.5 2.0 LESS THAN 5% OR MORE THAN 7% FOR HEADERS OVER FIVE FEET IN ALL WORK SHALE COMPLY WIT THE 140-160 0.5 0.5 1.0 1.5 EXIST TO REMAIN rn (v 1 ADDITIVES SHALL BE ALLOWED 100-130 0.5 0.5 0.5 1.0 CLIMATIC AND GEOGR.AFH C DESIGN CRITERIA V ' 1�- WITHOUT WRITTEN PERMISSION OF THE LENGTH. SEE NAIL ING SCHEDULE WHICH NATIONAL EL1"I:�TRIGAL CODE AND ALL NOTES: TA�L_E R�OI.L( ) N1'� RES D�NIT AL CODS P NEW WOOD FRAME CNST 0 ' < � ARCHITECT ALL CONCRETE 15 TO BE REFERS TO NEW YORK STATE CODE STATE, LOCAL, AND UTILITY COMPANY I. OBTAIN ALL PERMITS PRIOR TOIL 0 MIN. 3,000 P.S.I. AT 25 DAYS 5,500 8.506 $ R.507 GODES AND REGULATIONS. ALL THE START OF WORK. GROUND SNOW LOAD 20 PSF .. . . NEW POURED CONCRETE 0 0 PSI FOR GARAGE SLAB. PROVIDE ALL CIRCUITS SHALL BE MINIMUM 15 AMP. CEILING LIVE LOAD 20 PSF ((1, j[� NOTE: POWER WIRING SHALL BE MINIMUM 14 2. ALL BEDROOM TO BE PROVIDED TABLE MINIMUM INSULATION THICKNESS FOR HVAC PIPES SECOND FLOOR LIVE LOAD 50 PSF 4x4' POST UNLESS OTHERWISE Vv'' SLEEVES AND FOUNDATION VENTS AS THIS BUILDING HAS SEEN DESIGNED AS AWG. CONVENIENCE OUTLETS SHALL WITH ROD $i SHELF, ALL LINEN FIRST FLOOR LIVE LOAD 40 PSF © NOTED :z REQUIRED BY NYS CODE. UNLESS PER THE AMERICAN FOREST AND EE LOCATED 1211 ABOVE FINISHED CLOSETS TO BE PROVIDED WITH 5 PIPING SYSTEM FLUID TEMP. INSULATION THICKNESS IN INCHES BY PIPE SIZE V ( 'y NDICATED, ALL FOUNDATION AND FRAME CONSTRUCTION MANUAL ALL SWITGHEI TO BE LOCATED 36" TYPES RANGE (F) 2' 2" WIND SPEED 110 MPH O DETECT RCD SMOKE `� FOOTINGS ARE TO BE A MIN. 8 DEEP S OTHERWISE INDICATED. ROWS OF SHELVES. PROJECTING 6" ON EACH SIDE OF TE RUNOUTS I" AND LESS 1.25" TO2.5" TO 4" SEISMIC DESIGN CATEGORY B HARD WI PAPER ASSOCIATION AFffFA HOOD FLOOR UNLES • OR W/ BATTERY p FOR ONE AND TWO-FAMILY ABOVE THE FINISHED FLOOR UNLESS 3, DOOR TRIM AND BASE MOLDING HEATING SYSTEMS WEATHER INDEX SEVERE BAGK-UP FOUNDATION WALL. PROVIDE TWO #-# DWELLINGS (ANSI/AF&PA WFCM-2001) OTHERWISE INPIGATED. SUPPLY TO MATCH EXISTING LOW PRESSURE/TEMPERATURE 201-250 1.0 1.5 1.5 2.0 rad DEFORMED BARS CONTINUOS IN THE RECOMMENDED LAMPS IN ALLFROST LINE DEPTH 5 FEET 80 GEM FAN TO EXTERIOR LOW TEMPERATURE 120-200 0.5 1.0 1.0 1.5 TERMITE MODERATE TO HEAVY ` Lt.! FOOTING. ALL 4" THICK CONCRETE NOTE: ALL NON-ENGINEERED LUMBER FIXTURES. 4. ALL BATHROOM FIXTURES AND cei • SLABS TO HAVE 6X6 10/10 WELDED STEAM CONDENSATE DECAY SLIGHT TO MODERATE HARD WIRED CARBON MONOXIDE m O WIRE REINFORCING. ANCHOR BOLTS IN TO BE DOUGLAS FIR 2 QR BETTER FAUCETS TO BE SUPPLIED BY OWNER 2 , •• z AND INSTALLED BY CONTRACTOR (FEED WATER) ANY 1.0 1.0 1.5 �.O WINTER DESIGN TEMPERATURE 110 DETECTOR W/ BATTERY BACK-UP (A 0 01 e CONCRETE SHALL BE HOOKED 5/8" X COOLING SYSTEMSMIN 12" A.F.F. AS PER SECT. 1225.2 ' w 0 ICE SHIELD UNDERLAYMENT REQUIRED YES 12" AT MAX. 5' O.G. PROVIDE BITUMEN 5. FINISHES TO BE SUPPLIED CHILLED WATER, REFRIGERANT 201-250 1.0 1.5 1.5 2.0 NYS CODE al z • EXPANSION JOINTS BETWEEN SLABS FLOOD HAZZARD'S AS PER FEMA MAP K AND FOUNDATION WALLS. BY OWNER AND BRINE 120-200 0.5 I.0 I.0 1.5 AIR FREEZING INDEX ### * DENOTES EGRESS WINDOW m 4 v 0 0 ln p TABLE 5.1 NAILING SCHEDULE AS FER ANSI/AF$FA 1^1FGM-2021 TABLE 3.11 WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS TABLE 3.178 SEGMENTED SHEARWALL SIDEWALL SHEATHING REQUIREMENTS AS PER AN51/AFBPA WFGM-2001 AS PER ANSI/AF&PA WFGM-20010:i; :. •-• " NUMBER OF NAIL SPACING JOINT DESCRIPTION NUMBER OF NAIL SPACING STRUCTURAL SHEATHING OR PANEL SIDING THREE SECOND GUS )1.,T JOINT DESCRIPTION10 1 COMMON NAILS COMMON NAILS MAXIMUM NAIL SPACING FOR 8d COMMON WIND SPEED (MPH) SHEATHING LOCATION STUD SPACING NAILS (INCHES, O.G.) ,. .,.�` ROOF FRAMING •O- (INCHES, O.G.) SHEAR WALL LINE BUILDING END WALL MIN. LENGTH OF FULL A. $ F.. RAFTER TO TOP PLATE (TOE-NAILED): 110 MPH ZONE 120 MPH ZONE BENEATH HEIGHT SHEATHING ON , 345 M=�..• ^ HALL HT. STRUCTURAL PANELS LENGTH, W (FT,) r o U D o'C U N N E L E ' 5" EDGE / 12" FIELD a H c H i r e c r P. c E F E F BUILDING SIDEWALL. L (FT.) 12" O.G. SPACING 8 (2) 8d I INCH OR LESS • ROOF 4 CEILING 12 1.6 PER RAFTER 12" O.C. 5 12 5 12 16 2.1 GREATER THAN INCH •. 5" EDGE / 6" FIELD 4' EDGE ZONE 16" O.G. 6 12 5 122 TC?[3D 0`CC}W[VELL,A1A 10 (2) 8d 8 (5) 851 I DIAGONAL BOARD SHEATHING / 20 2.7 Ib" O.G. SPACING - 12" O.G. 5 12 5 12 24 �.2 10 (5) ad I x6" OR 1 'x8 (2) 851 PER SUPPORT INTERIOR ZONE CEILING JOIST TO TOP PLATE (TOE-NAILED): HALL HT. I"x10" OR WIDER (5) 8d PER SUPPORT 16" O.G. 6 12 6 12 00 ` 28 B.g 1240 Veterans Memorial Highway 52 4.5 Suite 120 12" O.G. SPACING 8 (2) 851SHEATHING SIZE STUD SPACING MINIMUM NUMBER OF 8d COMMON 56 4.8 ' Hauppauge,NY11788 FERI. NAILING REQUIREMENTS 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) 8d SHEATHING IS NAILED 5 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN SHEAR CAPACITIES, NAILING REQUIREMENTS - 50 6.7 P(631)65(3-6666, IS" O.G. SPACING 8 (5) 8d _ FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATIVE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED 1x5 OR 1x8 SHEATHING 12-11.2 2 2 • . JOIST - 2' 60 8.0 'F.(631)650-6667.: 10 (5) ad TO MAINTAIN LOAD PATH. 1x10 OR LARGER `1' L 70 1.4 12-11.2 3 CEILING JOIST TO PARALLEL RAFTER (FACE NAILED): ROOF SPAN SHEATHING 80 10.7 C{Sli). 8.0325,. ::.... 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE ROOF, CEILING, 4 I FLOOR 20 5.6 GROUND SNOW LOAD 20 PSF 12'-0" 24'-O" 55'-0" REDUCED TO 1-16D NAIL PER FOOT. E = NAIL SPACING AT PANEL EDGES (INCHES) 24 6 7 'f"*+^r'**a ,� + -" 0 "`• ; 12" O.G. SPACING 5:12 PITCH (4) 1651 ("t) Ibd (10) 1651 F = NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (INCHES) / 16" O.G. SPACING 5:12 PITCH (5) Ibd (a) Ibd (13) 16d - 5. CORROSION RESISTANT II GAGE ROOFING NAILS AND Ib GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL 28 7.8 a•,• + r b REQUIREMENTS. 1. FOR HALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE ` 52 8.1 12" O.G. SPACING 4:12 PITCH (5) 16d (5) 16d (5) 16d EACH LAP ATTACHMENTS SHALL BE USED56 10.0 16" 0.C. SPACING 4:12 PITCH (4) Ibd (1) 1651 (10) I6d RAFTER TO TOP PLATE / CEILING JOIST TO TOP PLATE JOINT NOTES (TABLE 5.4A ANSI/AFBPA WFGM-2001): �r :i 40 11.1 I. PERSCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 5.4 2. TABULATED 12 INCH 0.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUDFRAME s� �- 12" O.G. SPACING 5:12 PITCH (5) 1651 (4) Ibd (5) 16d - 50 15.1 MEMBERS WITH G > 0.41. 60 16."1 I6" O.G. SPACING 5:12 PITCH (3) 1651 (6) Ibd (5) I6a 2. TABULATED CONNECTION REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B FOR FRAMING MEMBERS WITH 0.42 < G <O.41, THE NAIL SPACINGS SHALL BE REDUCED TO 6 �, INCHES O.G. w �. TO 11.4 12" 0.C. SPACING 7:12 PITCH (3) 16d (3) I6d (5) I6d 80 22.2 5. WHEN CEILING JOIST ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER AND ROOF,CEILING, 8 2 FLOOR r 16" O.G. SPACING 7:12 PITCH (5) 16d (4) led (5) I6d AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED 5. FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TOBE25 11.8 SUBSITUTED FOR COMMON NAILS 12" O.G. SPACING 1:12 PITCH (3) 1651 (5) 16d (4) I6d 4. TO AVOID SPLITTING, NO MORE THAN TWO TOENAILS SHALL BE INSTALLED IN EACH SIDE OF THE RAFTER OR CEILING 52 15.5 16" O.G. SPACING 1:12 PITCH (3) I6d (3) I6d (5) 16d EACH LAF' JOIST WHEN FASTENED TO A 2x4 TOP PLATE OR B TOENAILS IN EACH SIDE WHEN FASTENED TO A 2x6 TOP PLATE 4. TABULATED NAIL SPACING ASSUME A BUILDING LOCATED IN EXPOSURE B. ` 36 15.2 12" O.G. SPACING 12:12 PITCH (5) Ibd 3) Ibd (3) 15d RIDGE TENSION STRAP CONNECTION (TABLE 5.6A ANSI/AFBPA WFGM-2001): 40 16.8 16" O.G. SPACING 12:12 PITCH (5) I6d (3) I6d (4) 1651 EACH LAP 50 21.1 CEILING JOIST LAPS OVER PARTITIONS (FACE NAILED): ROOF SPAN I. TABULATED CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPIED BY 0.70 FOR FRAMING NOT LOCATED TABLE 5.2B BOTTOM PLATE TO FOUNDATION CONNECTION --'! Is GROUND SNOW LOAD 20 PSF 12'-0" 24'-0" 5 WITHIN 8 FEET OF BUILDING CORNERS A5 PER ANSI/AF4PA WFCM-2001 ,,,`',j 50 25.5 IA 12" O.G. SPACING 3:12 PITCH (4) 16d 0) I6d (10) I6d THREE SECOND GUST �rl/ �'�� TO 21.5 m 2. TABULATED RIDGE CONNECTION LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B 110 �� IS" O.G. SPACING 3:12 PITCH (5) I6a (a) 16d (IS) I6d _ WIND SPEED (MPH) SO 55.7 tr 12" O.G. SPACING 4:12 PITCH (3) Ibd (5) I6d (8) I6d LAP 5. TABULATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS 0.5 OF THE ROOF ASSEMBLY DEAD LOAD BOTTOM PLATE TO FOUNDATION FOUNDATION MAX. ANCHOR BOLT I. TABULATED LENGTH REQUIREMENTS ASSUME A BUILDING LOCATED IN N (0.5 X 10 PSF) ANCHOR BOLT COMMECTION SUPPORTING SPACING (IN.) 0 I6" O.G. SPACING 4:12 PITCH (4) Ibd CO I6d (10) 1651 EXPOSURE B RESISTING I- it 4. TABULATED CONNECTION REQUIREMENTS ARE BASED ON A 12 INCH RIDGE STRAP SPACING, FOR DIFFERENT RIDGEZ 12" O.G. SPACING 5:12 PITCH (3) Ibd (4) Ibd (6) I6d 1/2" ANCHOR BOLT 2. TABULATED SHEATHING LENGTHS ARE BASED ON BFT. HALL HEIGHTS. F<- v 16" O.G. SPACING 5:12 PITCH (3) 1651 (5) 1651 (5) Ibd STRAP SPACING, MULTIPLY THE TABULATED VALUES BY THE APPROPRIATE MULTIPLIER BELOW: I-5 STORIES - FOR OTHER HEIGHTS, H, THE TABULATED SHEATHING LENGTH SHALL BE El li RIDGE CONNECTION SPACING (IN.) 12 16 11.2 24 45 12 LATERAL AND SHEAR 50 MULTIPLIED BY H/8. 12" O.G. SPACING 1:12 PITCH (3) 16d (3) I6d (5) led EACH LAP MULTIPLIER 1.00 1.55 1.60 2.00 4.00 6.00 LOADS 16" O.G. SPACING 7:12 PITCH (3) 1651 (4) I6d (5) 16d EACH LAP 5/5" ANCHOR BOLT Z 5. WHEN THE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF THE STRAP IS EQUAL TO I AND THE FRAMING IS STORIES 5. TABULATED LENGHTS ASSUME HALLS ARE SHEATHED AS SPECIFIED IN 0 Z 12" O.G. SPACING 1:12 PITCH (3) 16d (3) I6d (4) I6d ATTACHED IN ACCORDANCE WITH TABLE 5.1. THE RIDGE STRAP AND ADDITIONAL NAILING 15 NOT REQUIRED. 45 SECTION 5.4.4.2. FOR OTHER SHEATHING MATERIALS THE TABULATED LENGTHS SHALL BE MULTIPLIED BY THE APPROPRIATE SHEATHING TYPE 16" O.G. SPACING 1:12 PITCH (E) Ibd (3) I6d (5) 16d EACH LAPI. PERSCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2 ADJUSTMENT IN TABLE 3.17D. 6. WHEN COLLAR TIE 15 USED IN LIEU OFA RIDGE STRAP, THE NUMBER OF 10d COMMON NAILS REQUIRED IN EACH END OF 3 12" O.G. SPACING 12:12 PITCH (5) I6d (3) 16d (3) I6d - THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF 8d COMMON NAILS IN A STEEL STRAP, OR THE NUMBER OF W w J U o ' PITCH (3) 1651 (3) 1651 (4) I6d 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR 4. MINUMUM LENGTH OF FULL HEIGHT SHEATHING SHALL NOT BE LESS THAN p ,z ��il 0 16" O.G. SPACING 12:I� Ind BOX NAILS IN EACH END OF THE DOLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF IOd BOX NAILS IN A STEEL w w 0 .000(3 THE MINIMUM REQUIRED TO SATISFY THE MAXIMUM SHEAR HALL SEGMENT con° w F 1 ,u COLLAR TIE TO RAFTER (FACE-NAILED) SPAN STRAP. LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE4F w p Y 0 1-- v 16 LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 5.2G) OR ASPECT RATIO LIMITATION IN TABLE 5.17. w,L II w z 12'-0" (2) 851 LATERAL AND SHEAR LOADS (TABLE 5.25), FOR OTHER ANCHOR BOLT U o o i-o 0 16'-0" (2) 8d TABLE 5.8 WINDOW SILL CONNECTION LIMITATIONS SEE SECTION 3.2.1.1 AND 5.2.25. 5. TOTAL ROOF SPAN SHALL NOT EXCEED 56FT. BASED ON 5.I.5.4o. N,1-Q 0 Q w w V AS PER AN51/AFBPA HFCM-2001z z o,.,w i-J) al 2O'-O" (5) 851 ENDHALL WIDTHS UP TO 80FT. ARE SHOWN FOR USE WITH THE INSCRIBED _0 o TREE SECOND GUST BUILDING PROVISIONS OD 3.1.3.5 . X 0_1-1 z w>- 0 2 PER 5. TABULATED ANCHOR BOLT SPACING FOR LATERAL AND SHEAR LOADS >-N o Q al 3:I�. PITCH 4'-O" (3) 851 110 w�0 z lJ-1 2WIND SPEED (MPH) ASSUME WALLS ARE SHEATHED IN ACCORDANCE WITH SECTION 3.4.4.2. o m 1),n w n o U JUw�w 52'-0" (4) 80 WINDOW SILL SPAN REQUIRED LATERAL CAPACITY OF FOR OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT ()u T-1 z)_D o' v 56'-0" (5) ad (FT.) CONNECTION AT EACH END OF SPACINGS SHALL BE DIVIDED BY THE APPROPRIATE SHEATHING TYPE ,v--Q N F o p�; R-I3 BATT INSULATION I w ,`f 13" MIN. EDGE 2x4 STUDS® Ib"OC. ' i ` It 1 1111 4 1/2"CDX PLYWOOD SHEATHING I " DIFFERENCE TYVEK HOUSE WRAP GEE DETAIL I/A-I FOR vm 7. ' I/2"POLYSTYRENE RIGID INSULATION . ,4;4.' 4 ;ra i L SIMPSON STRONG-TIE CONNECTOR SIDING TO MATCH EXIST MDL. **WIZ TO BE USED WHEN • )/-5/4 T p C p I T E C N N E l . RAFTER ALIGNS WITH STUD2x12 F.J.O I6"O�. "PLYWOOD SUBFLOOR d. R C H i t ECT P. C. Øiiiiiii. y HURRICANE ANCHORS MANUFACTURED BY — � R-30 BATT INSULATI N i4= SIMPSON STRONG-TIE CONNECTORS MODEL USE A MINIMUM OF TWO 8d //a®o o\• hi 4" 'rIdIiiA1AT TCDI C�`C®NIEE.L, AIS NAILS THIS SIDE WOH A 2x6 AQ SILL PL TENo. HI OR APPROVED EQUIVALENT AT EVERYROOF RAFTERS5/8 x12 STEEL ANCHOR ' TERMITE SHETLD 6 SILL IN5ULATION1200 Veterans Memorial Hi hwdii TOTAL OF FOUR INTO RAFTE- RAFTER TO PLATE CONNECTION Suite.120 Highway Ii6,1 ` BOLTS AT 3'-O" O.G. MAX. .- Hauppauge,NY t 1788 m MIN EMBEDMENT OF 1" 5/e'xl2"HOOKED ANCHOR 1301- MIN OT II P{631}650-6666. F{631)650-6667_; / 0 0 o I MASTIC DAMPROOFIN6 DOUBLE TOP PLATE j ) I / a� • --4/ r 10"P.CONC.FOUNDATION WALL •a SEE PLAN */‘,, .. ,C(516)65&0325I �i♦ / L , MASTIC ROOF RAFTERS / � h"t r 4l <....� .� ' ' . \ a 2x4 KEYWAY 4"P.CONC.W/6x6 10/10CEILING JOIST \\ \\ O W.W.M.SLAB PROVIDE D ° r k .�-�- • 7\ 7\7 I a io 12x24 P.GONG.SPREAD FTG. EXPANSION JOINT AT WALL POST GAP MANUFACTURED BY 5 MPSON7 'I MIN 36"BELOW GRADE WI 1 41 IIIIIIII ' SCANT STRONG-TIE CONNECTORS MODEL No. BG52-2/4 p " OR APPROVED EQUIVALENT INSTALLED 14:i)gllr 0 ,Vv w b . 6 A5 PER MANUFACTURES SPECIFICATIONS / *4 REBAR MIN. " sI STUDS ® 16" O.G. -7 5"GONG.COVER ROIn00C�(1-��OitrO_ 0,,1'- 00 i (. \\):,, ,1:,ft, n0 'n_0:.n;[i:�n�'I nr,C BEAMd b"COMPACT FILL DECORATIVE COLUMN COVER ,' .� � � `' , TWO 8d NAILS \ 5 MIL POLY VAPOR BARRIER _/• I.. / °` INTO PLATES ,s,„...„.„ 4x4 COLUMN k ANCHOR BOLT DETAIL �� FOUNATION DETAIL A.3SCALE: 3/4 = I'-O" SCAL : 3/4" I -O"ROO STRAF I NO D T I L 2x4 STUDS® 1th SIMPSON STRONG-TIE1 COA•3 SCALE: 3/4" = I'-O" H2.5A OR APPROVEDryPROVIDE HOLD DONS AT r2"GDX SHEATHING EQUIVALENT AT r ALL CORNERS AND BOTH VINYL SIDING TO BE SELECTED EVERY BEAM TO I- 0• SIDES OF OPENINGS 6' EE DETAIL I/A-I FOR JOIST CONNECTIONAGQ DECKING 1/1,00,0ti OR GREATER IN WIDTH (2)2x4 AGQ SILL PLATEI / STRAP DETAIL BOTH SIDES/'ANCHOR BOLT C 5'O . SILL INSULATION d -i \USE SIMPSON Z-MAX OR HG CONNECTORS DOUBLE 2X STUD TERMITE 5HILD z cn TO INCREASE CORROSION FESISTANGE F.J. I6" O.G / 0 Z 4"P.GONG.SLAB W/FOR ALL HARDWARE IN CONNECTIONI 66 10/10 MMM TO ALIGNW/ ACQ LUMBER. 5IMPSON PH5-SS3 j 1 WITH EXISTING SLABBEAM _ ° G POST CAP MANUFACTURED BY SIMPSONMAX OR HG CONNECTORS JWALL STUDS 16 O.G. \�7 i 1 F I CORROSION RESISTANCE o —III— I—III I d 7 STRONG-TIE CONNECTORS MODEL No. BG52-2/4 z F- I0 0 0 II II — II r ��J \0o 00d ° O - FOR ALL AGO L�UMBERE IN ONNECTION _ ° a g OR APPROVED EQUIVALENT INSTALLED I a a °-` �� o�n� oopU orn� o�� 04 AS PER MANUFACTURES SPECIFICATIONS —I I �� I gal - ao� � ��1� I I°wo w 11 1— �o�'0O �gO�Q0�� in n_car.n_1 inn_1 i fin` DOUBLE F.J. UNDER COLUMN w�L~ n }� s 0 �°o� �G �i-oo ° 2 l?-ggf'h� n sc') 6'COMPACT FILL Z Z�i Z� �?� III �,_°� �� ill / -I — _ S MIL POLY VAPOR BARRIER 111 Q Z,1 ��}H Q O z K4 REBAR Ill („)o Y _i o 2 ld \� , _ 2x4 KEYWAY H COLUMN STRAPPING D T IL (AZI11YQ-°L o n�� p_I-) '.1 U1 Ji v TO EXPANSION JOINT 4 I-U J Z ° z W v BOTTOM PLATE •I, �. \ • I e"P.GONG.FOUND WTALL O• SCALE: 5/4" = I -O r W w =z p w v VI- RIM JOIST ••I Qw� �� OLIF A3 i QUIZ pm1=V v 2 FOOTING N56"BELOW p T Q Q .' , GRADE MIN. ° Qv�wUIp OJRO �uiWClz>OO4 1tI 00,00°V 11 p dd - �vw°=,Uwip NFN-W �� !:- ...,:• „ ° d F o_°Wuw�zllv� N",//'> . 4/ 20” / °I- • ° OW w° 0.O �' Q 0.'QQ� NOTE: `_ '1/ u_w=�°ul� dF ul� IKw�0. p = 7 SUB FLOOR ALL STRAPPING TO BE �� " FOUNDATION T I L °U,o°Q o a°o o } INSTALLED AS PER MANUFACTURES ,m w wF pww�=L FLOOR JOIST SILL PLATE SPECIFICATIONS AND NYS GODS �•� " zw��-dU��zp 3$nlul*2Uir0 Z 5 SCALE: 3/4 = I -O a v u, °UI m w /8 THREADED STEEL ROD WALL STUDS ® 16" O.G. w w i-z w z rio 16 Ga. STRAP TIES MANUFACTURED O Q= Q w Q w° 1 TERMITE SHIELD ,•••; %. BY SIMPSON STRONG-TIE CONNECTORS ° FOUNDATION WALL SIMPSON PHD5-SD53 T 1-4°_GOO 7-O° MODEL No. CSI6 OR APPROVED EQUIVALENT. USE SIMPSON Z-MAX OR HDG CONNECTORS -t Q a i,n--oro- 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 O 16 Go. COIL STRAPPING MANUFACTURED W/ ACO LUMBER. BY SIMPSON STRONG-TIE CONNECTORS II 3"x3"xj'2" STL. BEARING PLATE MANUFACTURED SIMPSON HDUS-SDS2.5 MODEL No. GSI6 OR APPROVED EQUIVALENT �T BY SIMPSON STRONG-TIE CONNECTORS MODEL No. LBPSY2 OR APPROVED EQUIVALENT HOOKED ANCHOR BOLT HALL STUDS ® I6" O.G. ! ', TYPICAL 5/6""x12" HOOKED ANCHOR BOLT MIN. 12" PENETRATION II - '_ �� O.C. INTO FOUNDATION BOTTOM PLATE � •� ® 3 0 p RIM JOIST - W/ 7" MIN. EMBEDMENT INTO CONCRETE - WITHIN 6-12" OF EACH END OF PLATE \ l• ' 2 FOUNDATION STRAPPING D T I L �'� _ tee® ! ' � ••�- A3 SCALE: 3/4" I' O" �� 1°1i. /. NOTE: ALL STRAPPING TO BE w I / WHEN NOT ALIGNED WITH RAFTER, INSTALLED A5 PER MANUFACTURES \ /J SUB FLOOR ; SPECIFICATIONS AND NYS CODE i FLOOR JOIST / CONNECT KING STUDS TO TOP PLATE, l� ./ SEE ROOF STRAPPING DETAIL WRAP IV4" GALS. 20 GA. COIL STRAP OVER TOP OF TOP PLATE NAIL . BOTTOM PLATE / II 4/. \ - ROOF FRAMING H AGO SILL PLATE 'i; J I. �� U TERMITE SHIELD O 1 1 I SLAB ON GRADE- p " I. ' ' �� t� .)U 16 Ga. COIL STRAPPING MANUFACTURED — ■ \ BY SIMPSON STRONG-TIE CONNECTORS NOTE: �i !- I MIIIIIIMIM MEM �# MODEL No. CSI6 OR APPROVED EQUIVALENT ALL STRAPPING TO BE 41 Y CRIPPLE t ` f It STUD PLATE TIES MANUFACTURED BY INSTALLED AS PER MANUFACTURES La 11 • - SPECIFICATIONS AND NYS CODE - STUDS DOUBLE TOP PLATE �I SIMPSON STRONG-TIE CONNECTORS MODEL No. RSP4 WALL STUDS ® 16" 0.C.-Vi OR APPROVED EQUIVALENT AT EVERY STUD TO PLATE CONNECTION FLOOR STA F I NO DE TA L LU 3"x3"xy2" STL. BEARING PLATE MANUFACTURED I V USE SIMPSON Z-MAX OR HDG CONNECTORS .. °D BY SIMPSON STRONG-TIE CONNECTORS MODEL No. A•� •• 04- EADER • TO INCREASE CORROSION RESISTANCE /� LBP5'2 OR APPROVED EQUIVALENT SCALE: 5/4" = 1'-O" - FOR ALL HARDWARE IN CONNECTION W/ AGO LUMBER. THERMAL BREAK fr 5/b"'x12" HOOKED ANCHOR BOLT ' I � a '3'-O" O.G. AND 12" FROM CORNERS I-U HOLDi\� (A� AND HALL OPENINGS TYPICALJACK i \ STUD D O I D T/ IL 5/4"xb"ACO DECKING �J FULL LENGTH ci FOUNDATION STRAPPING DETAIL Z 2x6 ACO JOIST® 16"O G. � � yy in r- WALL STUDS �`'� SCALE: 5/4" = I'-O" A 5 SCALE: 3/4" = I'-O" _ �;^u FRAMED OPENING FOR NEWg.,�..��.- -�.��. WINDOW OR EXTERIOR DOOR PROVIDE ICE PROTECTION A5 PER R405.2.1.1 WHICH — — CONSISTS OF AT LEAST 2 LAYERS OF UNDERLAYMENT (2)2x6 ACO CEMENTED TOGETHER OR A SELF-ADHERING POLYMER _/� EDGE MODIFIED BITUMEN SHEET TO EXTEND A FROM EAVES .(� . (1 v , EDGE TO A MIN.OF 24"INSIDE THE EXTERIOR WALL 4x4 ACO POST FASTENED TO v , U LINE OF THE STRUCTURE K 12 RNE BATT INSULATION 4x4 OZED STEEL BRACKET SET INTO CONCRETE FIG. IliO 2x106R.R.m 16" O.G. i1�- ` 2x6 G.J. MMO.G. Di' 1 , (" Y2"GYPSUM WALL BOARD II 12"b SONO TUBE FILLED SOLID 1' �J�� L��\ z W/3000pe1 CONCRETE MIN.56" BY HURRICANE ANCHORS MANUFACTURED `U I BELOW GRADE BY SIMPSON STRONG-TIE CONNECTORS MODEL No.H2.5A OR _ ` _ APPROVED EQUIVALENT AT EVERY I ♦ RAFTER TO PLATE CONNECTION BOTH 11111 1 1 I-1 - -Ti V In I SIDES 1/2"CDX PLYWOOD SHEATHING V-1 \ ASPHALT SHINGLES TO SELECT 1 1 11 1 1=-11 HE O < I— OVER LT HINGL S VINYL SOFFIT NOTE: 111111*, I f` \yUPLIFT CONNECTION IS REQUIRED EDGE 1 I 1 1 I�- 1 1 III 1 I— , (v� - O AT EACH END OF THE HEADER AND AT ` riAL6UFMANSIL/CMADRIP _III— —I O l I in 1 NO UPLIFT CONNECTORS BOTTOM OF HEADER STUDS IN ADDITION — rn III — _ ,,{(�� REQUIRED 11HS AREA TO CONNECTORS AT WALL STUDS AND \ A 111-111u 1= 0_ <I- W Z AT TOP AND BOTTOM OF CRIPPLES. 114 'r' �_5Y2��O.H. 4"x3"ALUMINUM GUTTERS I 1 11- 1 -1 1 SEE DETAIL 22/PA--2EFOR- W/3"X2"LEADER 111—I I III I- 111 1 I - -111 TAIL o I R-14 BATT INSULATION ' I -II I1-1 1 I II1- 4w"11 ,.1,. ,. 2x6 STUDS C 16"O.G. ��III" 1-11 11 � 11_1_11_1. 1= p ' /2"CDX PLYWOOD SHEATHING 111`t —I I 11 V RED - F- 6 Ga. STRAP TIES MANUFACTURED I 111 BY SIMPSON STRONG-TIE CONNECTORS USE SIMPSON Z-MAX OR HDG CONNECTORS TYVEK HOUSE WRAP MODEL No. CSI6 OR APPROVED EQUIVALENT. TO INCREASE CORROSION RESISTANCE /2"POLYSTYRENE RIGID INSULATION II I I — u� T STRAP TO HAVE MIN. 12" BEARING ON THE STUD FOR ALL HARDWARE IN CONNECTION1 O m AND WRAP UNDER SILL PLATE AT FOUNDATION. W/ AGO LUMBER. SIDING TO BE SELECTED Z (FEGK DETAIL N Z i - z C)UFLIFT ONNIEGTOR DETAIL ROOF DETAIL A5SCALE: 3/4" = I'-O" O Q v SCALE: 5/4" = HO" A5 SCALE: 3/4" = I'-O" 0 La 0 Ci f / 45'-0' / ., 38'-10" / gi) / 1L,1 Q ARu;TODkl,'£CNN,: (L Y 12 "m SONO TUBE FILLED - - = N. I w-( SOLID W/ 3000psi 2° 8'-O" 2' N Ce w CONCRETE MIN. 36" - - - - \ / t] sf C TODD O'CONNELL,MA 8 GALV. STL. w BELOW GRADE (TYP) : - (2) 2"X6" AGO �� / QJ ' D CA — 1200 Veterans Mernoria!Highway WELL r,--t (' l�� 2'-O"/ t� 45'-O" 1 0 / Suite 120 2x6 ACO F.J. a 16" O,C, - 1 ttl / 6'-10" / 12'-6" / 15'-O" F 12'-8"-may / Hau�tpauge,NY'11788 - - - 2"x6AG62 LEDGER N *WDHEi - *WDH2632_2_ p-. FWG106II fHOLON( N. \ I — \ \ (2) 2"X12' ( � 11 " (2) 2°x12' o L i F(631)650-6667 i ��'-lo' �> «,>) �r I ( �� o ; - s kf) o C(516)658-0325 PROVIDE -� 1\I\ X O ; €yea?* 0 'ci „ 0 cV HOLD DOWN -\ BATH -_,____„ii -pi " .s? ! .,.lt..x�'t,,;,,., i'-'I I • • �0 6. OI \ 2 x ./ 45'_8" GALV. STL. 'r , v 0 iv w GAL-V. STL, 6. WELL 0 Z.0 lir \ WELL - T I *("---:) \ dj i_v O DINING ROOM 0 N (t N ° cv m u O N KITCHEN d- ryI ? ' 4' CONCRETE SLAB-J O x NOTE: DOUBLE ALL F.J. W/ 6 MIL V.B. ON 4ti_ in " x / -8" 2'-O" a O UNDER PARALLEL HALL COMPACTED GRAVEL iN i- x PARTITIONS ABOVE ON COMPACTED SOIL ' // 10' POURED GONG N FOUNDATION HALL • O �'�+ NOTE: DOUBLE ALL F.J.FJ �0 UNFINISHED UNDER PARALLEL HALL _ GLS 12x24 P. GONG. FOOTING CELLAR • W/"2) 4 REBAR W/ 2"x4" BEAM POCKET PARTITIONS ABOVE 4"X4" a KEYWAYx r- ; MIN, 36" BELOW sYs' ST, PIPE COL, OI \ P W/ •4 x24 xl2 POST N R I x \,o LA c4 GRADE. (TYPICAL) - f `� (2x-1Q �(� \ In PO RED GONG. FTG. 11 /4"X4" 4"X4" .1 4,' tr O ii)- ( -1GAL) -• I= - POST POST T \ \ r cl of - 7 ,-10-0�, _ -7'-8° 5'-011 „I 5,_,p1=11 ! (2) 2"XIO" (V cv �„ _ _L.: _ Z I (2) 14'Xq " LVL FLUSH L(2) 2"X10" i �- - _ (2) I I " LVL (2) I 'XII 4LVL = � -I POST I I- # I- PT, LOAD (2) I "XII " LVL L J L J • FROM ABOVE gyp_¢_ 6'-8" ii 6 10 6 10 =0' 0 0 w t BEAM POCKET 3Y2" 5T. PIPE COL. - - 05- A A O NEW UL APPROVED PRE-FAB GAS C Z r v t� de A ,;•••//);,•:./;,,,;,;(:://.i,::•,4,2,•„1/4-,;;, „1.,,,,, y r'i'- W/ 24"x24"x12" II - F.P. TO BE SEL. BY OWNER; T (� tt c(1 I v ~ I t ��Atfl z } .•• i/�,,,;,;'' 'ii;;•;.", I- .41/;%\c°4) — — ('J i r' %%;'";i,,j% A POURED GONG. FTG. O t 0 , (,;'/ I • -6 • -6 v EXTERIOR COMBUSTION AIR DUGS m • -6 v 7 z7_ 1 ) . O SHALL BEA LISTED COMPONENT = I;'i;i!.,.�,;; , ./,I (TYPICAL) ( -4" CONCRETE SLAB /" , `�!�jr'ri" W/ 6 MIL V.B. ON 4" 0 �� OF THE F.P.; INSTALL ACCORDING \ •• It TO MANUF. INSTRUCTIONS J ''! / ; "":,'; U I COMPACTED GRAVEL +. :oj w O ,•,,;:',,4';':'s /; i'' ON COMPACTED SOIL >,'i�,f, 6 I LIVING ROOM I w n '• ", •'%;../,,, ,i � � Q lL lL ? � d ly, *i' � -','� i',. 0� f In O O I O_ I �L z� 11• ijr t,fr, " i I \�" / %i /. f :`/r'"''i'';r. ® t 36" HIGH HANDRAIL J �� , \ 0. ijn 0 ,,Y[Y/i % ' �%;`%:'''" N WITH SPINDLES tL f Ib" NON-GOMBUSTABLE/' J 36" HIGH HANDRAIL t '%i i'', i. ,,;,' ;,,, ,;- \9\ U HEARTH X aill X x �w1 L w �W000/a, 1 / WITH SPINDLES N 6 $, ::::':, u_ SPACED LESS THAN r-- - -' 0 iv5/e" TYPE-X SHEETROGK ~x SPACED LESS THAN 44 r WALLS AND CEILINGXO rovw" 4" APART TO CODEO —(V SAFETY GLAZING (V p (V (y , ,_ pi ,/,;'' % /, ,: ® O 4" APART TO CODE In 0. 0 t 0.d O w%, %-f:;.; r/ X ail O `n t--, 0 Q'wQ )- " x SLAB ON i z n D • ;, ;; cv ww w� .{- :i `i;;;i/;r N O fY 4 GARAGE 1 z w v=z E inCO \ Li ' i,,, , cv GRADE \ O w N-fi t%;; ! ;'i/, 5/a' YPE-X SHEETROGK a € ILI SUPORT IY 1- 0 N t� u, 0.`' ' /�`/-; ii WriLLS AND CEILINGEY •j/„ ;::% ; i j %; BEAM POCKET m �— Ml LLIONS4'-O” aLA �O'-O" / o r= zw Nzv1- - _ - wHoooDo w v '!;ii, ;' ,� �t �l X t 8v)Fm' ;,., ; "`' ,. ;•I 3'-6' I PROVIDECANTILEVER z a I a u%2 m iI =��Q�� 0I /,•r,, i%;.-, JOISTS af/,..r T;,": ;':.;., <t (, m 3 " STL. 3 STL. ��=Q�zV�p v I- � =; HOLD DONN (2) 2„ (2) 2"X10" I O 2"X10" PIPE COL. PIPE GOL,� dW ; z°8" POURED GONG - L- _ - _ _ Q1% S'L \ - - _ - _ I „ \ ' *GXI4-3 WIOX45 S_TL. DROPP D o ww Li Uz>n c toL -4 1q'-4” FOUNDATION WALL /' \ \ \ 0,n—w t-z„ �� rr�lrrt O GL. z o>> o ,r.2X6 AGQ LEDGER 10x20 P. GONG. FOOTING t - p w n�)�i j I I W/(2) $4 REBAR W/ 2..x4.. - t PROVIDE 3_o _�. O I a —a V vwo 6'v= HOLD DOWN zmoo, Vit=1<opN u_ d I KEYWAY; MIN. 36” BELOW ? V v `� u N w p O "iO O12"� SONO TUBE FILLED GRADE. (TYPICAL) - fy �iV, SOLID W/ 3000 siCI) v d $ if O O r 4"X4" ACO POST 0 t w w w d d P t if) � X wd awt �vpw 7 to I 4 CONCRETE MIN. 36" DROP FOUNDATION x- W/ COL. ENCLOSURE L _ 0_o d w i 0 w d~ ® BELOW GRADE (TYP) dJ �� (2) I 14' 3° / 41-4" / = LI t w Q p]Li v N N FOR DOOR I iN ® „ IN 4"X4" u o U'o o Q_1° o'6 0 m (3) 2 GQ CQ (3) 2"X6" AGQ (3) 2'X6 AGQ VL IM POST n> „ L (2) "XII 1" LVL x X Z��twu }QU' zo 4 ,cv/�POST Q Q vw a�U z z O _ \ I • • • • •L a 16 X 7 GARAGE DOO = a u, o af u,v o„ \ -1 _ J i (2) I "XII " LVL < 36" HIGH HANDRAIL N PROVIDE ��'"ci ii<t z 4 tu r:411 u,u,��r,dtdw7 /q'% 7'-I%2"- / 7'-jL" 8'- 011 ,��6" WITH SPINO-ES / dJ N /, 8 / HOLD DOWN PROVIDE t d a t n o o t o Q — SPACED LESS THAN p HOLD DOWN 2� -4 4" APART TO CODE In N .. / .0.21-2,i, „,,,, 16'-3" /2'-y2��/ S W b / "1'-10/2"- / II'-I .," N /2'-0'71 / 10'-411 / 10'-41' f m Ill / 21'-0" /-3'-4:: 20'-8" / / 21'-0I' /_-51-4" / 201-811 / ,1-2'-o" / 45'-o" / / N - 45,_011 / i >0) ' • (0> FOUNPATI ON FLOOR ELAN E I RST FLOOR FLAN SCALE: 1/4" = I'-O" SCALE: 1/4" = I'-O" II , "[ °.)I:C:" ` ALIGN RIDGES y= ' .�a :`a t..,:`.2.,_�,, .aOOF T.O. ROOF _ _ _ ___ - - - - - - -ECFV +28-9 T.O.TOU!•_:..U;-;•, - F .....1t, w.,., . .=mn..ww--•.., .,.. --==,P«,Kia.,K•.,,�,.,•..2•�.d. .,� ,.:+.�,._."r -..•Avx,.o.:,:-___ -,.,,,...�...m.•,� r"- - -_,._._- r.._�.___-_ �� -.,u,_.w.m_..-.m,.. .: MIDPOINT OF RAFTER MIDPOINT OF RAFTER .7 . ',--1 ,: - - - - - ' ,� -, ,., -.-.. - _ .._ __ __ _ ____ _ - -., _ ELEV, +25'-6" 1 MN 111- ‘1, ELEV, +25'-6 ; ,1 --a D ----1C:.-'I - -----_._.._...... ._ / --»� i ASPHALT SHINGLES TO BE SELF TE Q ASPHALT SHINGLES TO BE SELECTED C _ f__._..___..---.___.._.__._..._____ - _ __ -_.___ __.___..___.__.__.--_-----------------.--_-_-----------.'--'--_-----_-.-.. __..._..-___.. - OVER UI : ... _ - -.�.__ 15 BUILDING FELT OVER15# BUILDING FELT �'=:pa_� _._� - � --% ----_-_---.________. __ _ . ,- ----------__.---...---.-_-_.--_--_____.-__.___..___-_- _..-___.___....._____-...-_- -._.... .__..._.-...._.._-._-. ��,, SECOND A T.O. SECOND FLOOR PLATE _ric•- v_11 - _._.---- --....__...._------- I T,D. FLOOR PLATE �1 itir ELEV. +21'-10" •t•.-1 ` 1: _---------_.._. .._--- _-- ___._-- - __---------------__ _.._.___ _ _ __-__ ____ ______._,_. ELEV. 21 -10 1 _ _ -.. - - _.-. f;_ �.._..-. ._..._ . .. 4x3 ALUMNIUM GUTTER W/ 3x4 4x3 ALUMNIUM GUTTER W/ 3x4 -__-____.._ BE BE ..::, - - i I "--_-' ALUMNIUM LEADER TO ,;_ - ' ' - -- -- - _ - - - LEADER SELECTED BY OWNER SELECTED BY OWNER . .l''„,..--1.U.,-.7.:' __-__ -- -- 1 > _ - - -- �` SECOND FLOOR _._ _w - - _ _ ' - \, - - FLOOR \ — — f"T- ________..._ -_---_-___. _---_ .._ _ _. __. --- ELEV, +13'-10" \111f ts_a _ SECOND �' �ELEV. +13-10 - -. _ ....._ . _.. _ ..__ . . _...... ,n �w- - _ _ - _ ----- ___.._._-_-_ -_-_ _ - - -- -- - - - T.O. FIRSTFLOOR PLATE � , T.O. FIRST FLOOR PLATE , _ _, EEE V. - - . - V kr) 6- 0 AP ELEV. +12 II ^..7;1:: - ._._... nn,, _,�;-_ . _. _____-- ' - - -- -- --------_-__-------------_--_-------------------------------- __--'----- - `--'-....._.__._. ----__ __ '- -- - SIDING TO SIDING TO ..;7', '- -_--__.-... � N i - - ---- - ---_ _ _ S D _.. N. I _ _- BE SELECTED A BE SELECTED , u. - t €=Cha �., - - 1 -I -H -' - 36" HIGH HAND�ZAIL ,-1---1:7` �� - WITH SPINDLES J„_ �_ ... / I ;__ _..--.- _ ._ _._--_------- --.--_._--.-----.---._____. _. SPACED LESS THAN >]�•.-•-- -- - _ 4" APART TO CODE „' I a_ .. FIRST FLOOR A"1L.=='°.:=' - _ _ _ - - _ ..__..._.. _ _ _ - - - RST F OOR � +3'-II" 15.0' `a .r_ai7='c.. - - _- _ - ---- --- - - -- -'--___________ -----______ .._..._- _ _____- -- _______--______ _-___..-_-_______ -_________-_--_ _____- -- --_------_---- (15.0') (ELEV, L3' 11"11 1 it V ELEV. ( ) 1 L i II GRADE :.,.8 4_.: 1 ] ^-I ELEV, +2'-2" (13,2') GRADE (13.2') ELEV. +2'-2" EXISTING GE GRADE EXISTING AVERAGE GRADE w O'-O" II.O7� ELEV. O'-O11.0 5' ti O (v O 0 z I- to FRONT ELEVATION SIDE ELEVATION t " . z - ui z ii 1.1_1- -I I < SCALE: I/4 I -O 0 Q 0 V " _ " SCALE: 1/4" = I'-O" [Q F-- Q d ,..wm:,� , k . P> - (A,CI> '•1 ,N,,,,,,,,... „do /-2'-0"/ �8'-O"- / PROVIDE / 6'-10" I� -10" IDI-90 2 16'-4" / HOLD DOWN TEMP. GLASS (1,TODD R C 0 C O N N C l L IARCh { 7 ecr Pc *^IDH 046-2 \ \ _ \ \ \ • r t�� - - - — — - - - y — - _ TODD Ui Ct}C+lt61ELL AIA (2) 2"X10" (2) 2"X10" \ ` _ PROVIDE �, ® o ( � >� :: I L---------1,_ , O _.i u---- 1 I , !I `" 71 -` -- 1200 Veterans Memorial Highway • 9 HOLD DOWN (X \ / \\\\ /) \\� ' I i Suite 1Z0 Y p, V. 14'-8" ►Wf 2 CHI/ ® `1'-O" // _ ��_ �'_6 -% (A-------- - - II ;, iv I �.. I ! - - : O �� Q 9 _ (l' U I �_ . __-.. -.-_._ I� �fl I I _.._... uAPau9? Y 1178 N it ` - - I Cl l� I Ha N 8 _ BATH u� s' �, ( W_._:. -'- P(631)650-6666 . 111 11 1 m�� CL.� BATH / a v -:K� !; ; j { <; ;' ! II \ I 1't -.__.____._._.._._.._.___-.-..__._.._----....__ F(631)650-6667 • v O I i ,, •i,>.II i _ BEDROOM a '� / cV I I '' C{516)6S8 0325 ' 1, I r ,. O /I' 6" ,-.671,____// 5 -10 ,k i I_, + 0 .._.-- - _.. r,.4 ,2,0 2Qx6A i 05 I v ' LIN. a �`_/� �' LIN i - I ,� _! _.._.. _______,_ i , ._ _ , , .. _____-, Li_____ O ii 7''</—Q1 W.I.G. , ., x.. .= ✓ I;,, 1 _ ______. ,:. , ______ _ a 2¢x6 ,, 0 \ 1' - / 2'-�3/�" / ••.. ,-•; / 2¢x6 /, ��-- - "=_�_______________ - !' --- _ . _ . . _-_ L_ 6'-6" /,� 5'-4" � / _ II'-6:� ' // 6'-10" / �- 1 - p 2x6 1_ - _1 O r' c1 .._ ._.. .A.1/2...,,, v GL. O I ATTIC I -�O .. ` \. ------ -, __ _. •_ _ F., m AGGESS� 2 2'X1 \� _:.- _.-C =i i... 4 _ ` 54x6 SLIDER ® \ L- - - (2) 2"XIO" ( FLUS (2) 141,X11 �11 LVL FLUSH _ I i O = --r - - j I .._ .. ._._..._._-..:..:__.__:. \ I� - //A7////////4/V///I////////, �' O i 2'X1;2 -iii DCS _ - _ - .. ._ _ _ t AI 1 l!l - 411X4" = r'� I. N (5) 2X12 FLUSH - O v i - ~ WALL �X O °d i N. --- ; 1 _...-_._.__.._....-.____.__.__.__.._ ---\ m 411X611 4X6' N I p ,T �_ - BEARING 1-i--- 1 - 4'X4' POST , m • f� ® POST _ �o POST POST O \� _ l N PROVIDE . (`d _x _________1 j to�� KNEE WALL TO 2'X12" RIDGE 11) / 10'-4' to Li U/S OF RAFTERS .� zC1- 0 I � —I , I — N • A Q �, `r X �` A I I I ori O • -6 0 BEDROOM = 6 i �,.- ( Z # O 1 4 - -- Cl - (� . u, j. BEDROOM I I 1 4 . BEDROOM ' _ _ _ ......._._ .. x t 5'-0" / 0 . I O I � = 1 I I I X el ` „ I Q I I T — — Qics:: W O \ _10,-0,, // 1I'-4" 2'-0" / 15'-O" / / I n 1 I ( I �C j a� 0. = w u u.i , w .:),0,-w ��OOO - � � H �R'Q' Q d I I I I I I 4�v,CIX-H�Wv -I GI PROVIDE = I 2:,410" R.R. I I 2,1x10" R.R. I .... .... ..... I, F u,o iY v W z W PROVIDE )1 —, O ® 16" 010. j ! a 16" 0..:. i. i I nwOmZOvlOi HOLD DOWN PROVIDE HOLD DOWN x I-oi ( . . :, . ... - _ ,__ _. d� o� LQ .1 HOLD DOWN : 11 I - - - - - -- --- -- - -I------- --- --- i,_-. z F-N * J, (2) 2 XIO" ( 2"X10' (2) 2'X10 I _ 6'-2" OI \ P////Ul////l/�%U////I//////l/ I.. 1 1 1 1 l _ 1 1t - ( --- -- W u' d z v, r Ll • \ 1"GX 135 GXN135 ! (2) 2,1X10"� *CX X155-2 i \ • - -" - -- —__ --_ ._______-_-T------- -.- - l _._ �_ [ _ ___ _ =��: _..__- i - w„i o�0 o w cv W PROVIDE t _::;:-:::as:.::_:1 1 ( � ------ .____. -- ___ --__. ozv''= wLI c-1 WI- \ \ I v KNEE WALL TO \ \ -�:�zo:)5620t �,zv ,_ Wll XWII 1 OG 35 - o0� i � U/S O RAFTERS ---- -- --- -- ----------- -----... .. ...... .... .. ...._ __ __ -- ------ -_ _ - --- --- -- -_--... F Fu�w N z �u-� v �FROV DE 0 HOLD DOWN QF ~a�, ado_ -- - - - 0WWp >OQsFLin1 ----__-__,,._____.-_._._.._.__ ---_.._.___-__—.-._..._-..._----.-_----__...._.... -_.-.._...._.-... -- -.._._.___-._ .__.....----_.. .... , ..- _ ___ _ _ __ __ _ _ _ _ _ _ _ u, ,1 -6v-� t Nu �� zu�O _ ._.___ _-__._-._.____..__.-___._ ____.,-_-_._- __—_.,______.______ _ .-. iS W Y H Q• ____-_.. - - -~ 2 d d. - ... .. ... W-NCJ�~ ,� Q�W~�0 )- _> / 5'_ci5 .,� 5'-IC" /-2'-II" / 5'-511--� 5'-q" / 5'-6" / 5'-10" / v Od v ©Cll z°, nln� n�uoz ib �T, w��zN*z0 / 15'-6" / Q'-2" -/ 15'-4" / d v w Z o,o��Z v ko w 3 (IIII C; J�j4IUI Q 4L2'-0"V-- 1 11> 58'-0" / x I, 1 F- 0 F-F-dd1-Fn 00H0v b SECOND FLOOR FLAN ROOF PLAN m SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-011 ', „ , I T.O. ROOF ilk , I , . _ ------------------------------------------ - - ELEV. +28'-Q" t T.O. ROOF - - - - - - r x ---______-___.-_-___--_____-_____ ELEV. 28 G -_-_____-- ___._ to 1- _,____.----________,-_----,-„-__... _ ,..- _ -- -_._` ' --- --- ---_--__.__-_,.____.__...-_ __...._ - - -- - -- - - - ---__ -- _- -� v-2•----)=-27---2 mo , � _._ � ,:,».� s,lf - ._,�._ :_ �.:.,,,,......,...,,..».,c. z •�_._ ^.--. _._- ...._-�- ----- ,, t,LT MIDPOINT OF RAFTER F � _ . _�. ___W 7,__„ - - - / , MIDPOINT O RAFTER LI- _____ 1 :_.___ ---- _ _ __- _ -..,.. _ ___ _ __-._.__ __ . .__._. _____________________ ,J----:-..,--- ELEV. +25'-6'411, , - - - - .... _ _ r: K ., :' .__ � �� t ELEV. +25'-6 - ----.._.._-_______._. ___..__.-�_ .___..-_ ASPHALT S ASPHALT SHINGLES TO SHINGLES TO BE SELECTED \ __-------__.__ OVER 15# BUILDING FELT # __------_-.___.-----.-_-_._. ____.._.-----.,._____..._..___._. _ _.__.--_---_---------____-_-____-_.__— _ _, _ , _ ___ --- .:�- --_ . OVER 15 BUILDING FELT \� _.... .. ._..._._._.__._... - - _=-- - - \,; - . r T.O. SECOND FLOOR PLATE =<It"°fix R L„--_•"2- .-..-4-..„3-„ - A , T.O. SECOND FLOOR PLATE .r.-:,;-:: . - \ ELEV. +21 -10 NIP — — — ._ . . -' - W Sr ELEV. +21' 10" 4x5 ALUMNIUM GUTTER W/ 3x4 - -.,_ --- - .-.... 1 1 1 ! ( I 4x3 ALUMNIUM GUTTER W/ 3x4 .. .vi ®.e..1f>>..:,,..: - ' -- - - ______.__..__------.-_.._-_._._--_------- _.__ -- - - _._. ._. I I I I ._. , ::_. ALUMNIUM LEADER TO --__.-._.....__. ..__ ___ --.._..__ __. __ ___.... - -- .._._._ .........-- - -- - - --- -- ------- f' _:�_- : 1��,.,._. '.... .........____.__.------- - _ ,L . A UMNIUM FADER TO BE - _._-- --_-__-____.__.-__._-__-- --.-.-,-___-_ ____.___.______.-__-__-______._.______-__ ,. _ ...-___ .-_.... . t -_....__.....__.._.__ _ I I �I ___-._�__ SELECTED BY OWNER - _ _._ _.. ____ - ___ _"_ SELECTED BY OWNER I °mss I Ill . i AW T I -"_ __------_ I SIDING TO --_________....- -- ____1_-- .�... �:-_., _ BE SELECTED ------------------ --- 2e,',;.--,...,:"'::::-.c,]--.:1;,-,..--:-.77,,..r_. t ,: e., SIDING TO BE SELECTED - ....:...... ... ....._,.,'` — — ----.______—.___._._..---_.---- — ---------_.._-__ ..- ----.__._-----------------------___.-.-_._ ---.-_.-�.-- -,-��j1� - - _ x:5..7 .7-. _ ry - - - - - � .r -------- � - '__,� .2,..,..„,.,„....2... ...,.off ,�,� - SECOND R - - _ - - , ,.r .. FLOG A fit SECOND FLOOR .'' �.:��' �� _____.___--- -.._._--_..-_"-._...._...-- ELEV. 13 10 \ - ' ELEV. - T.O. FIRST FLOOR PLATE ... -.._-'-- ._._.-...___ -__- . ._ '_ - -_' .--'- ---- ----- - - ..:;.. .;,...,..__I.::. .. --------___.-._...--__.-.. ---------_--._--_-----__._ ...----------------- _____---- -- ',- - - T.O. FIRST FLOOR PLATE t ..- I I I _ - - ELEV 12-II Li 0 z— / _ .. ._2.,„: , ___-..,.-_ _ , ELEV 12'71"r ---_-__ :_ --- -----__-. _ _�,.:�„�: - ----------__ 4"q,-,: � ,. _. _..— __—____—_ ----- _— ----- —__— 1.1.1 O �S. (r' 1 .n , I —. - — m �.I rte: ,I. .�. 1,. I tip_ I = O L . . ._ 0 - - _ — - R' .it., � ttnn ;r N V1 FIRST FLOOR ----._..__..,..._...._ „9_I-..:.I l� -----'-----_-_ RST FLOOR _,.. -_... 'e•. (15.0) ELEV. +3-II - - __-_____ _..___...._..._.._. - - 1 r -----_--- -.__-_-------_._._._.._.._ ... ... --- ------_. _-------------___------ --_ - ---- - - - �ELEV. +5'-I" (15-70') ,.., .ate«, '+!� -waz` GRADE GRADE r Q -- (15.2') ELEV. +2'-2” If - ,, ELEV. +2'-211 (13.2') EXISTING GRADEIll N m AD EXISTING AVERAGE GRE ELEV. O'-O' ELFT 0'-0" (11.077— m Oz 14) N O tfl z o REAR ELEVATION SIDE ELEVATION . 01 - w z SCALE: I/4" = I'-O" SCALE: 1/4" = I'-O" CO 4 H Q tX 0 p 7,-,,, ,,,L. „e- Ni ASPHALT SHINGLES TO BE SELECTED OVER 15# BUILDING FELT \\_ _ / 2"X10" R.R. a 16" O.G. __ / ' NCL - / , i' MCHIECTP2"X4" G.T. a 16: O.G. -_ � ul�� ;r�.n, ,� ,E , � 7 I, b 16 "3 r V lisi NA NA N k I \— 4" FRESH AIR VENT rt I' li i 1i ( II j I i I II I 1` ; I 1 ij 1 II i :1 ;i II 1 I 11 1 I 11 I \ is_THROUGH ROOF TODD O'CONNELL,ASA I I II i ! i' I' I' J R-25 INSULATION I (I I I 1 it j� { ij it I� I� (I I �) j i \ 1200 Veterans Memorial Highway 2"XS" G.J. ® 16" O.C- 1 1 I ( 1 I I ! ( I Suite 120 II I, i I I I i ( i1 11 „ I (I 1 I I � Hauppauge,NY'11788 ,; ; II ',! II II II I I I 1 i 1 �� +i },_ 1' i ,-44-1%0 __, l, _ a , 1 , P(631)650-6666 .'So iijik A.i;:s ♦ �; ; > : '_"_/ , MAN-'N^i'1'.i♦. ;A��:1:1 i� a►1 4 eikea -.iiii oA ids}d oVii!Ae''I"aid a .6.444.J. ,� I/2" POLYSTYRENE RIGID INSULATION— �' ASPHALT SHINGLES TO BE SELECTED F(631)650-6667 R-13 INSULATION ,: OVER 15# BUILDING FELT . .. . (516) , „ 0325 2"X4" STUDS a 16" 0.G. BEDROOM BEDROOM BEDROOM ) S_ r�wt � ,x 2"X10" R.R. ® 16" O.G. i" CDX PLYWOOD SHEATHING f� } 2"X4" G.T. 16" O.G. BATHROOM SIDING TO �I p! i �j 2_ _ --- --___--1----__ - I - BE SELECTED d� i' , I __—- - II II 11 1 r -- l ;I SHOWER —�-——— I II il it I I v l II II 11 II 2"X10" F.J. a 16" O.G. I 1 11 2"X10" F.J. ® 16" O.G. 3" it II !I jl • • • N.ji:' tj �� , IL II_ _ 2 2" 'i I II 24' 2' 1 -6-3- -T , .'.1 T ' • 4.Nsktt • __._--.-.- — I IY`CY 14/2" I/2" POLYSTYRENE RIGID INSULATION--"V ._______.__ I , TUB 5 GOND R-13 INSULATION--‹ I .� FLOOR • _ o-, l -----2"X4" STUDS a 16" O.G. 3' - ID HW .1111"E w— Hw HW H. Hg Hw— 2; 3 2"X4" STUDS a 16" 0.C.-------.7, LIVING ROOM ( GARAGE C.O. • ' H—CA— W c W CA GW CA—c — . "—C.O. '� " CDX PLYWOOD SHEATHING f " CDX PLYWOOD SHEATHING" SIDING TO 3 ; 3 111 O 1 3" 0 1 3" SIDING TO :, , I QBE SELECTED xm BE SELECTED-----j] I I 54" TYPE-X SHEETROCK o - _ ry I WALLS AND CEILING ----__ — ---- — iii O 2"X10" F.J. a 12" O.G. I 1 Z # R-30 INSULATION-� j • o 1 • 0 I _I Ili J • 1 4112.. z 111 2!),X661. 1 6,1'6'4 q 6/ : r' 1 _♦ir♦♦♦ '♦♦♦ ti 1I EL' ♦♦ 1�♦♦ i is♦♦♦♦; DW 1/2°-il I 8" P. CONC. FOUNDATION WALL 4" P. GONG. SLAB = ; • •- I O Z FIRST W/ 6x6 10/10 WWM FLOOR " 1 0 T UNFINISHED '� 8" P. CONC. = Hw �rw Hw MN Hw 3� > d w CELLAR "�— ra FOUNDATION WALL CH CH CIN CH CH - W— (�.p p w F gi�� W O — 20"x10" P.CONC. FOOTING W/ oo 6 iiri 3" I C v°1 ia tL 111,- x* `� (2)#4 RE-BAR CONTINUOUS y2 3 GIN 4~i Q o o~u Li L, 4" P. CONC. SLAB I o L— HODS: °_* w • W/ 6x6 10/10 WWM = HW �cw NW CH CH CH— CONNECT TO ° QQ ofy ua�" TRA' SANITARY w aiE° i uo Q~o }xL zO iL�GW—GW—GW Cw GwSYSTEMawuizoiL u �$�� azl! �� tu 20"x10" P.CONC. FOOTING W/ TBACKFLOW • o "'w�'(2)#4 RE-BAR CONTINUOUS0 HWHPREVENTER 19 4z :JoL'�` ,� a �Zoo,'�oWv=F-:0:1 QN�vnWF-� O1-w1J1 izr,npw v1- • ! iHI!H QOSECTION A- SCALE: 1/4" = I'-0" E T On o f-�K o a K uN°0.on"�oZwo _I --L1wRdQR v30lS °R'0.N Wdw -wwf-,__p 2 w� al_ � Q_1 in inl0wn°Qivn° 3vswzsLw � v; _ z II i�LUM�IN RISER1�l ST 4,„,__.,,,,,O �vo / LL]Q7,Qp�KQWiL Q SCALE: NTS 1_' QQ�Noo, o° p a) 4" FRESH AIR VENT 2"X12" RIDGE— --'-, �5 J THROUGH ROOF ASPHALT SHINGLES TO BE SELECTED - \ OVER 15* BUILDING FELT /- ---- •2"X10" R.R. ® 16" O.G. 2"X4" C.T. a 16" 0-C. to 10 4 I__.._:_..._._...i R-25 INSULATION— 6 2::X8" G.J. a 16" O.G. (3) 2"X12 .1 111.i..•1141.14.�.�.♦.4.♦.♦4.♦. .♦♦.♦.'.4.♦♦.♦.11.1.1 .4. .1.4Mri>> 4x5 ALUMNIUM GUTTER W/ 3x4 �` ALUMNIUM LEADER TO BE SELECTED BY OWNER 2" II _--- -—— ——1-______.3.."_,.._ BATHROOM 1/2" POLYSTYRENE RIGID INSULATION I _ 1 SHOWER --——— ___ lU BEDROOM CL. BEDROOM F-- R-13 INSULATION — 2"X4" STUDS ® 16" O.G. 0 ( ASPHALT SHINGLES TO BE SELECTED OVER 15# BUILDING FELT " CDX PLYWOOD SHEATHING 00 1 SIDING TO I 1 12 5 2"X10" R.R. ® 16" O.G. 2" !F ur 3 �1 • 2„ w BE SELECTED 2"X8" G.J. ® 16" O.G. gym• 2"T C—� Q �T Y, c 0 4x3 ALUMNIUM GUTTER W/ 5x4 I I •. • 2" 2"X10" F.J. 16" O.G. • — I IY-a14/2" ALUMNIUM LEADER TO BE SECOND _ ilb. "� \ --- SELECTED BY OWNER FLOOR • _ u :4, FI,. \ .._. I I 1 1, M �• NH - ��M W---NH NH H N HW— 2, 3" V (2) 14::X14" LVL—. I1...-.\ G.O. _�� P — " C.O. (Y W GW W G W GW GW GW—G 7771 1 1/2" POLYSTYRENE RIGID INSULATION 1 I it (2) 14"XII 4" LVL 3' 3" DINING ROOM I 11 L:1VINi5 ROOM I I l i I R-I3 INSULATION 'I it II i i ;... I 11 I _ _ I� J� NN 2"X4" STUDS a 16' O,G. a1 I 1 iI •I ;` ! I - EU 2"X4" #-L-1 CDX PLYWOOD SHEATHING •"" i II 11`41\` I I = —I _ 11 — I— i..,`:; II 1 1 - Ij I v SIDING TO i { i BE SELECTED I. `;': i 1 1' 0 I I' I, i I •• I Z 1I 1 tur- --t_-, 11 I PH i` • 1__] 1---9 i- — _J , 1 4" P. GONG- SLAB I I I._.:..._..._ __.._.._ I ! W/ 6x6 10/10 WWM FIRST • • \ I FLOOR b Z • ♦ 11 ♦ 11♦♦♦♦Si♦1�11111 111 x1111011 1'p11♦1♦ ' 1 ")(_64 ♦ 8. X- _ ♦ ':4_, __ e,, ' ♦_ ♦ N ♦ 61 16 ♦♦ ♦N ♦ • O H W HW NH HW 3" Li CH GW GW GW G. - H CO.. _ ® (2) 14"XII 4.. LVL ' .Q (� 'n Q a (� u ) 2"X10" F.J. ® 12" O.G. UNFINISHED Y211= L CH—CH—CH—CH— HOUSETRAFX CH CONNECT TO 'I�'1 �-- R-30 INSULATION CELLAR -- 12" P. CONC. _ SANITARY 0 8" P. CONC. TRENCH FOOTING HW Da HW GW—Gr CH Cw 4 GW SYSTEM V I FOUNDATION WALL ' 4� 0 co T n 4" P. CONC. SLAB 1-11^11-1BACKFLOW (� W/ 6x6 10/10 WWM • PREVENTER0 1� V 0 O 20"x10" P.CONC. FOOTING IN/ V (2)#4 RE-BAR CONTINUOUS ; nn < d) Z / H SECTION 5-5 o ILI Ce SCALE: 1/4" = I'-O" ►n ~ O m m � z X /2PLUMBINGRISER SUFF'LY " 0 z ° �.(�/ I - SCALE: NTS ii 6 A Q 0 0 0 0