Loading...
HomeMy WebLinkAbout40252-Z • "'Sy �F�1�Cp`, Town of Southold 4/19/2016 tG��. P.O.Box 1179 o f 53095 Main Rd \-:40 0,' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38247 Date: 4/19/2016 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 650 Spring Ln,Peconic SCTM#: 473889 Sec/Block/Lot: 86.-5-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/26/2015 pursuant to which Building Permit No. 40252 dated 11/9/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: NON-HABITABLE, ACCESSORY GARAGE WITH STORAGE ABOVE AS APPLIED FOR The certificate is issued to Fischetti,Vincent of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40252 03-30-2016 PLUMBERS CERTIFICATION DATED oriz Si ature TOWN OF SOUTHOLD %OFOt,�co, moo BUILDING DEPARTMENT TOWN CLERK'S OFFICE o -v1 SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40252 Date: 11/9/2015 Permission is hereby granted to: Fischetti, Vincent 448 Joan Ct West Hempstead, NY 11552 To: Construct accessory garage as applied for per DEC Non-Jurisdiction letter. At premises located at: 650 Spring Ln, Peconic SCTM # 473889 Sec/Block/Lot# 86.-5-6 Pursuant to application dated 10/26/2015 and approved by the Building Inspector. To expire on 5/10/2017. Fees: ACCESSORY $293.20 CO -ACCESSORY BUILDING $50.00 Total: $343.20 Building - - •r Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 —3. Copy of Certiaate of Occupancy 4. Updated Certificate of Occupancy- $50.00 __— 5_—Temporary_Certificate_ofQccupanc-y=ResidentiaL$LS.0i,Commercial_$1-5.00 Date. /12-Q!/ New Construction: !/ Old or Pre-existing Building: (check one) Location of Property: 6sz) sYek"cl (411-P House No. Street Hamlet Owner or Owners of Property: U 1411°I"f J/..31r✓'� " 715 iP 77L1/ Suffolk County Tax Map No 1000, Section 86 Block D Lot 0 6 Subdivision Filed Map. Lot: Permit No. yoz.> ' Date of Permit. Applicant: Health Dept. Approval: 4/14 Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: all\, (c k\sne) Fee Submitted: $ Alt A • \ ppii !fit Signature /'�F�iii i,._ /��,%4ci SOUIy0I ,` Town Hall Annex �� Telephone(631)765-1802 54375 Main Road % * * ; Fax(631)765-9502 P.O.Box 1179 ; 55 A roger.richertatown.southold.ny.us Southold,NY 11971-0959 : ;' 41 f 'reOUNT( ', ease. •foo BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Fischetti - Address: 650 Spring Lane City: Peconic St: New York Zip: 11958 Building Permit#: 40252 Section: 86 Block: 5 Lot: 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G & S Electrical Contractor License No: 578-E SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures 6 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 4 Smoke Detectors Main Panel NC Condenser Single Recpt 1 Recessed Fixtures CO Detectors Sub Panel 1 NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 3 Twist Lock Exit Fixtures TVSS Other Equipment: Certificate for Detached Garage Notes. Inspector Signature: 71,t-__.--Fe—,ikiDate: March 3, 2016 Electrical 81 Compliance Form.xls „�Of SO(/r"Olo cf” -ZyCUUNTI,N,•' TOWN OF SOUTHOLD BUILDING DEPT:- 765-1802 INSPECTION [ ] FOUNDATION-1ST [ ] ROUGH PLUMBING [ ] FO ATION 2ND [ , ] INSULATION [ • FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: t Cj:'"17:y /4405\ / /AO C-1147 DATE is, 4"-' ', INSPECTOR .,A777:24 .%\ L-e°'151 ‘‘-Ni TOWN OF"SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ( ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE /G' INSPECTOR 'r ' „„,,,s0„,.,, (cf .2,:- ----- ,.$4.0c€ ,.., , TOWN”OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIN . [ ] FOUNDATION 1ST [ ] RO H PLUMBING [ ] FOUNDATION 2ND [ ] 1 SOLATION [ ] FRAMING /STRAPPING [ . FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 6f ' a)62,12---t- , 4 1 '''7 1 f / ; J. DATE `� INSPECTOR - a. u:MD 3NSP� oN FfEPDXT DATg CON q _.1- • . --- mimumummum- . • FOUNDATION(2N1)) - C-' o WIDAMMINSIIMMPrigar.../ Lemi - gliaIMIIIIIII 8 ROUGH FRAKEN.q,& MOM 'H PLUMBINGPLUMBING F. �) 1 - 'tx1 INSULATION PEA N.Y. H STATE ENERGY CODE all . vim mrati orl,A so •.4mem a ii —e. . . millig=f&4,- _ iyei---.- , , : .- , . 4)742_4 mem . FINAL MIMIIMIIIIIIIIMIIIIIMIIIIIIIIIIIIIINIIII Ab 1.. lrloov, 11 Comms v 0 IVIRMIIMIlli -----g-471-) -Lb , . ' ' ' ' • • / I/(o ' 'I C 1 C6 `t • . e 4 Z1 0,, 2 . . . . . cy . . _ _ A ‘ , , . _. .., 0 , .. _ . z ... ._ . . ... . ... _ , ' ,. . . w - -. • _ _ -_...��.�,�.� - Is ,.a.. 1r4 b ii, i. TOWN OF SOUTHOLD - BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL , „ f ryt.,, _ , , ,,, ;I,;. ,;I;,',Board of Health .. • SOUTHOLD,NY 11971 , 4 sets of Building Plans i,. • TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 � • Survey , : .•, SoutholdTown.NorthFork.net - PERMIT NO. -0;25p2 l' Check c;t:, ,r '13i11i;•.=• '' '•I; �Septic,Form ,, :, ;_'. N.Y.S.D.E.C. , - - -- :11. Trustees' l_ _ ___ , C.O.Application CC _ Flood Permit Examined 1 .t ,20,• -1�,;, ..g f: '� _ ' --, 1 _:..__._' ' , Single&Separate 11_ ,��1 i.1 ' Il Sto'rin-Water Assessment Form • bp II I ' Contact:O�GTT -2 7 `20 5 �� �D E f 7 kiiC Approved1 I ,20�,� ®' Mail to: 174 Disapproved a/c = '= ' ' J _ TOWN Of SOUTHOLD �/� ��J� i 7 1 '.> .I , . Phone: C Expiration [ ,20 l ••- /, Ar /"-',i3 i ' 1'' ' ; \,J r' ld } 77)7 _ , 1, ,, Build, gIn motor ; t9, ; s` i15 APPLICATI,ON FOR BUILDING•I'ER14IT•;; ; __ , Date --21- 2 c( __ - , 20 13----- ____ PI DO DEPr =INSTRUCTIONS, :3 %? a.This application MUST be completely filled in by rtypewriter,.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;'tlie''Biiildirig inspe'cto'r will issue a1Build rig`Perinit`io tl e'a ifificant. Such a permit shall be kept on the premises available for inspection throughout the work. • r e.No building shall'be occupied'or used'in whole bi-in`part'for-any'purpose what so ever-until the Building Inspector issues a Certificate of Occupancy. f.Every building permit4sliall 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.rIf no zoning amendments or other JegulationS 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, k,and other applicable Laws, Ordinances or Regulations, for the construction of buildings,additions, or alterations{or fo •moval or d mo1ition as,herein described.The applicant agrees to comply with all applicable laws,ordinances,building,code, ,'using c de,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. ' (.ignature oapplicant or name,if a corporation) ,' .' .-, . ` '. I- _ ,,(Mailing iaddress ofapplicant)' - ' State whether applicant is own , lessee, agent, architect, engineer, general contractor, electrician, plumber or builder /)-. + - 1/)PI-'9- Name of owner of premises ' ' ' '' '`''' '(As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title Of corporate officer) - - — ,.. .T,,. ..,, ,r•; ' , , ., /2 -;-;- q ,,,4,; Q , 4 17)11 Builders License No. / Plumbers License No. , . , J , ,,.1,1: . ,, _ . • „ • ,, Electricians License'No. , • I , ...• ; ,cis . , , • ,''1" /. Other Trade's License No. h -• •it •f' , ,, , ,. 1. LO of of land on which proposed work will be done: - 6 - pi'' L ?ec all 1 House Number Streetu _ ,-i;;•=r;.,,;Hamlett,•_ County Tax Map No. 10100 'Section Block . 0-�` ,'',,'",!,'.:..:1„,!.,':„. . Lot v� .f •r^q.:' -';'."a fl:itip;.r• , Subdivision Filed Map No. Lot 2. State existing use and'occupancy'of premises an'thintende use and occupancy of proposed construction: , ' a. Existing use and-occupancy j('U ""`7 b. Intended use and_occuparicy � � - - .. n i ms's,,,,, . i".ii ,. • , , 3. Nature of work(check which'applicable):New Building Addition Alteration Repair enioya1 Demolition Other Work / -dd 21M9v` ill' *-. ,„ c D (Descr tion) 4. Estimated Cost U!i,: r Fee (To be paid.on filing this application) • 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 2.Gevin r , 6. If business, commercial or m'ixe'd 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 ' 'a"''`l" ';.'.°':"t. Number of Stories 8. Dimensions of entire new constructiori 3 Front'` <f',:1;; r..t, "Rear= '> '•! Depth , , vs,µ; Height Number of Stories r ' 4' '~"`° 9. Size of lot: Front Rear .9;:, , s., '=5T-4': ;Depth 10. Date of Purchase, - • Name of Former"Owner`) '''' '' '1'4 ` , • ` ' ' ' '.1i J•)_ ;: j ,. A• >, , 11. Zone'or use'di'strict'iri•which premises•dresituafed-,"'"' ' ' ' ` ''''''''f-`-` "'' "' ;-' ''' ' ` ,r,'-•i ' t'.4i- - );l; is ' •ri?< ' ;i:Ja(..).eil-., -' ,-i 1<.)is i rfl ,K';' ,"r,_ 12. Does proposed construction,yiolate jany`zonirig;law,,,or'dinance or, egulattpn?JYES', NQ,t-m., Dili IQ- HSEu iul!i " L.: . f', ;';l ,j -- ' :f- . 13. Will lot be re-graded?YES . ,NO; .Will-excesslfilltberremoyed from•,premises?YES.; • NO J 44$.1oravi CIL 14.Names of Owner,of;premises.VFt:Q ? k. , •, :Address;:lw-r6 ^ c: ;PhoneNo.,.,S!6,{, �/.e'/e1D6 Name-ofArchitect_•, +, i .4e, : :;,.•... .,...,i: . ; , )Address) gaievavaigri, .Sul ub,•-.Phone;No.. 631' -,71s-2 _<-1-)- - Name of Contractor •' , -li!i' ,., -,Fit- ;Address,; -' •- ., tPlione'No.,' •-' ' ''• - :fl- • .fst .. 15 a. Is this property vr%ithin'.100.feet of aiti'd'al-wetland'o'r"a`fresliwater'wetlarid?-*YES 'X'i NO - * IF YES, SOUTHOL'D'TOWN'TRUS'PEES&'DDE`.C. PERMITS MAY BE'RE(40IRED. " ' —,--' sa< < ; I l c ' 'INTO , b. Is this property`within 30=0.feet of`a`tidal'wetland?*YES X * IF YES, D.B.C: PERMITS MAYBE REQUIRED:., t. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on propertyis 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 A * IF YES, PROVIDE A COPY. - J . „1 ' ; .• ,-,)1, • STATE OF NEW YORK) SS: COUNTY OF 4 ' ) �n — e �0 5,3 S G-`-', ' l�F J , - . bein dul sworndeposes and'sa s'that she is theapplicant (Namf individual signing contract)`ab.ve'named, • (S)He is the V11 . ._ . ... ._ -- (Contractor,A:ent, Corporate Officer, etc.) " ='' of said owner or owners, and is duly authorized to perform or h, e performed the s:i&.. .rk and to make and file this'application; that all statements contained in this application are true to the be• of his knowledg- and b ief; and that the work will be' . performed in the manner set forth in the application filed therewi '. \ - Sworn to before me this +' LI 41 day of m 20 —: (I_"-\.►ti—e E P•" 1 A NIE C.BUNCH \�I Notary Public Notary Public,State of New York i:- .tu'.- of A.plicant . , No.01 8U6185050 _ .°; - - -- ' ' QualfIed In Suffolk County Commission Expires April 14,2 kJ/L, NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits.Region 1 I�r� In E I \ E SUNY Stony Brook,50 Circle Road,Stony Brook,NY 11790 - J P (631)444-0365 I F:(631)444-0360 1 www-dec,ny.gov OCT 262015 ; NO PERMIT NECESSARY BLDG DEPT October 19, 2015 TOWN OF SOUTHOLD Mr. Vincent Fischetti 448 Joan Court West Hempstead, NY 11552 Re: UPA#1-4738-02693/00005 Owner—Vincent Fischetti Facility-650 Spring Lane,SCTM#1000-8675-6 Peconic(Richmond Creek) - Dear Mr. Fischetti: The Department of Environmental Conservation (DEC) has completed a review of your proposal to construct a detached garage accessory to an existing dwelling located more than 75 feet from tidal wetland boundaries, as shown on the survey prepared by Nathan Taft Corwin last revised 9/24/15. Based on the information you submitted, DEC has,determined that the project is listed in the Tidal Wetlands Land Use Regulations (6NYCRR Part 661.5#50) as a use not requiring a permit. Therefore, no permit is required under the Tidal Wetlands Act (Article 25) of the Environmental Conservation Law and the application fee check is returned herewith (to Vincent Fischetti). Be advised, any additional work or modification to the project as described, may require DEC authorization (specifically, if other structures shown on the above survey as proposed were not constructed pursuant to previous permit#1-4738-02693/00003 which-expired 9/7/11, a new permit is required). Please contact this office if such activities are contemplated. Please note that this letter does not relieve you of-the responsibility-of obtaining any necessary permits or approvals from other agencies or local municipalities. Sinc ely, 71<;7,e•fr\ ,4" Laura Scovazzo Deputy Permit Administrator cc: Suffolk Environmental Consulting,-Inc. BOH-TW File �NEWYSTATE OT ORK Department of Woa*vnan Environmental Conservation 1�o�QS�FFQL,�,oG Town Hall Annex f.$ y Telephone(631-1802 54375 Main Road ` o Fax Fax(631)734-9502 P.O. Box 1179 % cn — Southold, NY 11971-0959 , BUILDING DEPARTMENT NOTICE OF UTILIZATION OF.TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED _: WOOD CONSTRUCTION AND""/,OR TIMBER CONSTRUCTION- - _ Date: Owner:_ •-• :., ,, Location of Property: . , ,_ _ .�-• .� ' . 7 -3' 4.-',':•:,` - - y.. '' ' Please take notice that the (check applicable line): °" ' New residential structure . •-•�_ •_ .•. . K :.,2 -----7---- Addition to existing"residential structure : , Rehabilitation to an'existing residential structure .;. 3.. _ to be constructed or performed at the ubject property;refe 'srence above will Utilize (check applicable line): - Truss type construction(TT)-:7 •. , •" . • - X Pre-engineered wood,ponstruction(PW)-,2' ' , :, • • Timber construction (TC) in the following location(s) (check applicable line): • K Y Floor framing, includirigigirders.and beams (F). Roo framing )1 • Floo . d roof taming (FR) 4 ._ , ____ ., . , : :_:.. Signature: Name (person subrnittin ,this fora ): - ®Sept I-LSCuke M, r't----- _, .. • .- . , ,, . - Capacity (check applicable line): /Owner . VOwner representative TrussResRegl5.docx Effective 1/1/2015 •••,:; 4 .-., ....•....:. -Li:.°_••.•'•' •.7..—•;,..�;,r4.1••r,-•..wrern..••:::m'e . mw....n�•�.w.,�,..wa'ntor...i•••:: r VV:: tri tri 4:v,a Z.:.1..•.:.:::.:4 e -, .i 6" DIAMETER - R,EELECTIVE,RED �-,.. '•:� ROMAN ALPHANUMERIC PANTONE •.• - - •DESIGNATION,OF�'CONSTRUCTION • (PMS)#187 1 i �,'' #°°` - 1` TYPE BASED;ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 211 )x• REFLECTIVE WHITE . • • • • •• -'mow : ." . - . ' , 1/2"STROKE .:. . ...... _ .._ .-'-DESIG Tt N FOR'-STRUCTitR-AL -.-- ---------*---------=',-"---'7.--"-'--------- --- • - !:. ' . ' .,' ;C.QMPON•ENtSSTtL T-ARE OF _ ' ; •3 . '. • TRUSS CONSTRUCTION - - _ "F" FLOOR FRAMING,,INCLUDING • BEAMS,AND BEAM •. •• - "R" ROOF.FRAMING-; , - - "FR" FJ.OQR A ZD�ROOFFRAMING . - • i t • , USSIDfiM IrI� 1CNSG , r; - GLANCE 11TH 19 NYCRR PART.12654/ . • -. • CODES EXAIV�LE TRUSS ES DIVISION IDENTIFICATION SIGN DAT :03/08/2005 - jyt=•.r • • NEW YORK STATE DEPARTMENT OF STATE . {_,•:--•..---, ytOf i7 DIVISION OF CODE ENFORCEMENT 4. .E ., DEPARMENOTt � AND ADMINISTRATION >: ..: . . .•T ..„:. .:,:,:..•M..R «i..ry+ww:Jj:•iJf•YtJ:!•::t1rt..M”. .."i,4.:!„,!•fi..:•w.tp.:n2,Jiw:44-?::d.*,:ri i-1.:+ /;141"ay.v'rer.'tti'.•rti I•" »"P7 r?itni1:2:•: ..-FAI,cr.4 6 u� ut ,i. Scott A. Russell ,••`'�` °���fi` `'_ STORMWATER SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 �+�� .• Town of So u th o l d +r CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑[ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ P1 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑p D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ , E. Site preparation within the one-hundred-year floodplain as depicted - ; - --on-FIRM--Ma-p--of-any-water-cour--se. ❑M( F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. * If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. * If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (' operty Owner,Design Professional,Agent,Con ractor,Other) S.C.T.M. 1000 Date District NAME co 11 ric)ie1517, / G k 86. c 06 i12-7I/5 wr�o Section Block Lot gnalure) �J `K,,-= 1'OR BUILDING DEPARTMLN(I LSE ONLY t.* Contact Information 6 1 ^ f q l elcVhone\umAcri �� Reviewed By L-76--n it^P Date: 5-'1/"),S-- Property Address / Location of Construction Work- 5-D Spy 1 Appd for Building P j (,64, I_, StormwaterroveMpa Control Planermit Not Required. Q ( ( Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review) FORM # SMCP-TOS MAY 2014 Town Hall Annex f * - • * 1 Telephone(631)7654802 - 5)?OS B179 il/ Road rOt(eCClleob •Southold,NY 11971-0959 s Qu y.uS • BUILDING DEPAKI ENT - • TOWN OF SouTSOID APPLICATION FOR ELECTRICAL INSPECTION - REQUESTED BY: Date: c, _1/b>�6 Com an Name: l . Name: - /4,c C 1,o .. - - License No.: 6' 789_ —6- Address: A „-,29 rsc- cats' ! so v o u /(4"7/ 1_. Phone No.:. - A/C, oy 2 L JOBSITE INFORMATION: (*Indicates required information) - *Name: 0 Af c_. _ fic G ii e_-r�1 ' • Address: 6 co P M:rJ C - 1,F-IovE., pf c__,00\) t £ Cross Street //1!h /.4 /if r1Ji_c.iL LA , - Phone No.: - Permit No.: e-7/0 5---c.)- - Tax•Map District - 1000 _ Section: - Block Lot . *BRIEF DESCRIPTION OF WORK(Please Print Clearly) ' - AistRS • DE -na ycA,, AC)i .C,, 6-- . Please Circle All That Apply) Is job ready for inspection: .,,�, NO_ . Zgh In Final - Do•you need a Temp Certificate: _ YES NO - ' - f emp Information(If needed) . Service Size: I Phase 3Phase 100 150 200 300 350 400 Other New Service: Re-connect Underground Number of Meters Change of - - Service Overhead kdditional Information: PAYMENT DUE WITH APPUCAT(ON ) f 4Q pla 0\J€L.- — VB2 equest for Inspection Foran • - � f f.-..---- -_.-..-e..-------_---r,;";''. . _ „ . s, .. . _ . ___ --,...,\0::.;,•-____-___.. _ _ ,,,, . . _ . ...-- . zio 00 a - TOWN OF-SOUTHOLD- PROPERTY RECORD CARD 1 ' �017 OWNER STREET ( `�'�'( t VILLAGE \--J DIST. SUB. LOT~ t VVY1 Cin l- -A•4 r't a', � .' ' k,0-' , 4 ;'• t• ,' _ �dla,4,-P=-+--V',. ;,• ,..,. , i i~ !/1 1--41.- " L J an, a c FORMER OWNER nr),,,,,pleif.p r" & w S �-•E ( CrRg.ACV;:-4 1 � 'J�e_rn o l� L-t,u e_..6.1<ort: --- vi ,/a Y e °e`t q F....a.V1,e. - t<'I Li, tn,,. i 0._ e E:.' d;r ! 1 / • l " Zeb c+,,4 -/3 a t//? V- ,s7: S [�A C W '�9 TYPE OF BUILDING c- /,`�C�'f}..,!'..C.;.y.. .J'Z{..sC.�.r—;few L,�l-�.. �. �"'-�r�l� C^.', - �., rs;Yl; . rod u RES)/ w SEAS. ' VL. FARM COMM. CB. MISC. Mkt. Value ,�• _ ti ,: l LAND IMP. TOTAL DATE REMARKS " / UM 0c ,- ce-Ls Al OOt / 1 , cA ), 0 0 / / O v 2 3 0 0 -1/- �' - b co, k CL' i1 r e 11a >74o y—i'n 1A M_. n,.,, / 4-c. 'J u,,, ,. ' oma. 1 / flu 37 0 0 v`,1‘,// 9�t�6 •Cri ,c/Y J ,2_,. /3 21-7-do " l 6 6 i 544.e b 0;0, { ct 6 U v d G l> Z o a t . I ✓l 7 P_EpAry '5 ,',P4S'" g/2•//7 { h's i, •Sen a 2. ,0 6 3. . 6 6 4' 2 O O 1 3 //9/2Q P29/fe 6P ,i52,/3 crnslr• aZ V, •'"ic 41D'Udo `I!'r j 7.._6G,.. -0 :-. 6 D 731-Pt,R I I1044//r-T! /4' / .:5°'- j e ?I,4 M m /)-e �4 5 , al 1 .1 , . NEW NORMAL �E OW /SBO —1,ar- ..Llama „� ,rte 5 -z� f a, IaIq�PL f l�5:�/l41�j - L�eckp M ' o�7c� oa.� /2.2C,00 V 5.--e-n f �/ ' ' ,j ' ;x• /99 A f q _ /LJ . �o J' Lc, . 1 ,v6 ..641,,,N\ - ! J r Tillable 1 /a5/ R -Pl1. 1j- -iv �3V' • r tc.�,r� -- �330.na� Tillable 2 10ja7iOti.- L1a35 8n? /7- Araturr.-in riYle_ '-t`4 O , r'' iSaaci.i)OD Tillable 3 9Ia l ]b(0 g..t g2-3E2- acini 1 iim GLl ,e n Ai ons f Woodland "�J Swampland FRONTAGE ON WATER 7 --P---9- t1 Brushland FRONTAGE ON ROAD ,` .( • House Plot • DEPTH A 49 ( BULKHEAD 7 , DOCK,..-i- • • • la `t •I F r .% s a. ;� r_ )� t 1 r ,�_ :'%1" �, '" ��� /I�-(\`''�'- LOR ov�Q , .,z:...''''''1,„'"r'j ,'31 . -.--,---FT.--f"..-_;:r --=-2--- - - ---'--: ) '- , .. ', , ' f , ' f 'r ( aY[. _ .._ ,,.ri----','.. ,r" !,1ct �.} r ,�' _ ,' �`L - -__•.- __�..y ,. -,''..;,;,:c., r 1 . . _ .f °.fixf '` 4 7 TCJ == s `. 1 'trM ri. i s 11.II v^ -mVJ.✓i J 2 _S i + I . i'°w- t f I,-'' d i.3• - r'• 1, ,,,, 1 5`` �/`. •-` 0 14 -:r l g^'T�� - I -r ''t't`1, r ., -,.+v„ -. • - _ ""t'^�-,....-, e:?..� •_ �` '= } `G J• I - -'L S liN _ 1 Z + !. � �;, ... it i.e ^ •f -.- .1.4`� .,..r �_ • I - _ 1 ,.w•- .-..c�''an �L"w. y, ----t.--,2„..--........,,,,..-.. ... _ ... ., . .r9 L' �'� �+ 86.-5-6 2/08 ----- r `i' i '; ; M. Bldg. L-, c• X .2 77�,= S,Sv 1 2 - .r r d i 9 J + a .undation � il Bath 2w Dinette r Extension X ZO — I � -+ BasemenTY t t" ' ' Floors Extension 19 2_ G? 01'. .3`1 - . "d,6-.....,5-,..._ 6�5 c. eJ - vcti� " `s-r. c I •Z_:!- `�. -50 b - �o t' .;Ext. Walls �t ,t® Interior Finish LR. a+ •„v, .EJxf`ension 5 X 1.0 =6� G2) �� , 7c; Fire Place + Lt � Heat (� '(� u DR� — STY 7 70 , !� — n I l�7 og, y5- ,o '/ Type Roof Co c, tt,„ Rooms 1st Floor BR. 1 5 L 4'r-.7 - iRar (Z x 3 — 69 , � �� Recreation Room Rooms 2nd'Floor FIN. B. � Porch 1p 7 Y,3 — (3 08+ SSD 3 i Dormer r ` 1/ `' 1- Breezeway , ., " - Driveway Garage _ �f 3 756.E -� Patio I X ac? :=--- 2 10 + 73 . Total y f!}, ,� �� •, ;, _ . rf; .__ . REVISIONS I/26/07 GRADE TERRACE STE SURVEYOR NOTES: SIE DATA 1• ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:�..4 EXISTING OVERHEAD POWER LINE. PROVIDE ALTERNATE EXISTING CONTOUR LINES ARE SHOWN THUS: s COST TO RELOCATE UNDERGROUND? SCTM # 1000-86-05-06 F.FL.- FIRST FLOOR G.FL.- GARAGE FLOOR 2. ANYARIES YORK STATE RAND/OR OTHERSHONRE REGULATORY A ENCIESATION BY SUBJECT TO VERI PROPERTY: 650 SPRING LANE ADDRESS PECONIC, NY 3. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103C0162 G WNER: VINCENT & BARBARA FISCHETTI ZONE AE BASE FLOOD ELEVATIONS DETERMINED ZONE X•: AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE 44 AN CT., WEST HEMPSTEAD, NY DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. ZONE X: AREAS DETERMINED TO BE OUTSIDIE 500-YEAR FLOODPLAIN. SITE: 55,614.74 Ssf = 1.277 ACRES ILI DI z • EXISTIN6 RESIDENCE. REMOVE PORTIONS OF SECOND FLOOR ZONING: R-40I C.:=) RECONSTRUCT PER PLANS x°., ',.. ' • ".• NEW TWO STORY ADDITIONS TO EXISTING RESIDENCE O X°',•. •. .. x / / SURVEYOR: JOSEPH INGEGNO, LS •• d' / �- PO BOX 1931 V / .01 b ` • • • • a RIVERHEAD NY 9 \ - ' / / FLAG LICENSE # 49668 ZCD Z PROVIDE NEW UNDERGROUND WATER LINE P FROM METER TO BASEMENT, I N • • / x / -� DATED 10/16/03 O Q ACCORDANCE WITH REGULATIONS OF SCWA �\� °1\' •` — s7D' 34'Oo E�_ ,sDAD END X04. . 5 s • • cost-- X / / \ \\ \ ,s061.oc \ --•••••••••• "\..,.."------ X lifL lik ltd., 0 KA am EXISTING WATER METER • to / / - \ 71 iiii \\,,,, LocATioN IA A . \� \ AO{, :CI / / / / Z x ,,.a \\ \ \ \ ..----- 7 / , ) '1-071 x--- ju x \ \ \\ N \lik. \ 44i>* ,4 /4 It1S) * 14 17441„ cl)Z 1===F3 u j J` \ 61%.`� \ 14 FUG / 1 *4\. z, os . oo Rtl %/f'"s , 7,?/x////;" 97 10 '/,,, 4//4/f/:/:0, 0 Nk Ce EXISTING WELL TO REMAIN — —-- 7 : ;, ' •,W / \ \ J' SITE LOCATION �/ j /�; \ t. 0 • ••'• 2� f..1J ^v. ^,t,,. v'�r t'itiJZ ':*}'ac / \ \' /�%" // jj%' / / //'"/0�� \ / ` ,.: M �' \ 2 /�/r // V O,•\ - 0 r fir' *, f' v 1 ?';'i�' . �, , n• �r//:///:',1/1;;:///z:://'7'://// //i. < X CI EXISTING DRIVEWAY • REMAIN. OiN / 1. \ lam 1.5 I \O 1, O O //`' AWN .' "�` al O pqL j //"/ � /''12.0 +$. 'u / e % / �\ \ \ \ A l o> L ') / , ,,,. ,/,,,,, ,, ,,,/,/, ,,,/, REGRADE ► - IDE NEW CRUSHED • \ L Y+.rF� , < : r r '� • \ Z W 0 %;%/�/'/%,% , //STONE 1=1NISH • TER GONSTRUGTION I I >••\ -- , 4 )4'.V,, '; : ' 'y'' \ CI\ v %�;%�/ % '' '��'% i // ' / k^ % �, . r,. Z efa i ,3 .?4 , .l id _=L • \ .u.f ? ,{i 7[7!^t':;. ,, • �-c, !' 7 \ W J i� '////j%te/,i.///j /." // / / •t * : • . ,GAR. �1= ». �. ;�• !. >�\ \ \ %'/j� j //j/�i%%%jr%���/' 2 8 • ..d l( /'' Al O 24FLAG //e/ // i/ / ' / // . • a k r. �O t• //�, /* / , // ///j////;'////j/ Ce EA= Ii. 11.44 VA� ,'.7/ , / /,/ ",// ,,,, //// // //// / k_,...../•• \ itA . '• \ • •�, ' l• F n4'y ' S Au. \ `/, _ T x •� i�. 4,/, /ir/r /�//r/,j •,/,/,/,' / /// /'/ Z \\%,‘6 ,. .. I r?C?'' �� ter. /,. / / Y •♦4 �\• • � \ /6 d •� /p D3LUEST6�N� TERRACE \ WALL ' ,�//�'������ �w000 1•:. \ \....„......________ •,(1\ o_• ••: • ' ,,.2 wk • SAND/GRAVEL x IF`AG , ///I � sT� \ / . : : ." t1.; v' PANTEDREA OO\ . . • .. ,..... _LL.3 •• if . . / x \ ' I M�!� 4q ,� �'. `T' .. d \ . 14: / I I 1 �11►c -, ' Lye I ) \ \ \ \ \ a5 z<• , dkv-gcle.,'x 0 •. a \ • '4/ NEW BL I ESTONE WAL Y ON � 2 i ei no •' \ \ S 05'39'10" E J . r \ • p GONG- =TE SLAB I \ \ \ a o �° • \ �` \ + A. \ �` 27.36 2-37:.7 ...v, c. . .3! . \ LU . & g y. Q N �\ o x11-3 \ ' \ \ \ S 32'25'15" E - \ \ \ 28.34'\/ w• N 5 �� �"� \ LAW \\ \ \ c__\,, \I" \ \ I \ x \ \ \ ,\ \ . .1,_ s 1 \ \ 0e, x-5--6 \ \ \ \ \ 121 6'. \ . _Lf ‘1941/45>J .•• li, \ \\ \IAO,r 1 \ \ /2: 1,, . cQ)ALX x1L-5 V)(- \ \ \ \ \ \ e 9,‘ ..:•. 0 \ 2-‘ \, :, "--------- \ \ i N .D..2 o. \ \\ ,-- \ \ \ \ 4o\III- ‘614, •.:::: -i \ �� - X9.7 .- 1';•9:41. <\ ` \_ \'' ` PROJECT NO: Go. 5 69.50 00 , \ 0512 . DRAWN BY: �, ex..1/..3 \ �� iv vi- CP 6�w. \" '\ CHECKED BY: t%�'z, Off' / \, DATE: %0 10.3 9/18/06 vwe,-1 .-4 A ' x 14/0/f/01%14 9 \/ '' !O 0.' G RET 1-01' SCALE: 1.. = 20'-O" VA SHEET TITLE: x ill 5 6 \,, SITE PLAN SCALE: 1 " = 20'-0" SHEET NO.: BID r PERMITSET (:,) Ti‘ F4ic �- - TRJ^^PLACAF DN a FI:QU:R7.D . /NI . AP'PAVED AS NOTED RETAIN STORM WATER RUNOFF W DATE: 0 E .P.# i PURSUANT TO CHAPTER 236 - - " - - - " - - - ---- - ....Ac - - (3 OF THE TOWN CODE. F�-1 FEE . _ BY: f NOTIFY BUILDING DEPARTMc AT 765-1802 8 AM TO 4 PM FOR THE , I ri, g FOLLOWING INSPECTIONS: 1. FOUNDATION - TVv'0 REQUIRED I ) I I 0 FOR POURED CONCRETE ELECTRICAL — - _\._"- 1W �"' 2. ROUGH - FRAMING & PLUMBING INSPECTION REQUIRED 601011.. H AMEN3. INSULATION AMEN 1•1Ui►, r< Z w 4. FINAL - CONSTRUCTION MUST All I I 111111111111. U U w W BE COMPLETE FOR C.O. AIUU■U II „ IIIIIIIIIIIIL CI) g z ALL CONSTRUCTION SHALL MEET THE 9 /U111111l1I11111 I I I—I REQUIREMENTS OF THE CODES OF NEW DO NOT PROCEED WITHAinIft 44 H ^ YORK STATE. NOT RESPONSIBLE FOR FRAMING ! 'F'" k rh V DESIGN OR CONSTRUCTION ERRORS. 'O UNTIL S�� . . _ °4 OF FOUNDATION LOC, ;y o E-IZ HAS BEEN APPROVED. - _ _ _ _ F--i FNI 0 Z 0 COMPLY WITH ALL CODES OF - - -'�-- - Wcf)a4 w NEW YORK STATE & TOWN CODES 1 1 1 1 1IIII 1 1 I I [ I [ I I I I I f I I I 1 I I I I I VI Ili AS REQUIRED AND CONDITIONS OF I , ,\ / \ / • , \ / N. /• , - i Z gn.�-'!4'.! DTO "�Zn�.rn,____� W I�-I I ' / ♦ / s/ N,.1/ s / vni ♦ / ♦/ 1 V ,- 9i un I�AflN RD — - r✓_1 �u.w� �. .,.. 'SIJ ♦ J \ / \ ^7 \ ♦\ I\ / \ Jos J . L r N a. V ��'YS.D�C / . / . / .i , .. „ ...1, N / N / N. ,/ \ /\ / N s ti/! \ / `/ \ / N / ♦ / •. / ♦ OCCUPtiNCY OR , ) \ , . , . , . , , , USE IS UNLAWFUL WITHOUT CERTIFICATE FRONT ELEVATION OF OCCUPANCY SCALE: 1/4" = 1'-O" w w Z . . • , z (0zr _ _ _ _ -__,,__- w Ico n N - - - - - - - - - - - - w ---.- - - -- - -- -- -- - — _ -- - — _ C!) LE - - - - - - - 0 w _ — I -Il - I- - iO — _ — — - -- —_,_ -- - — — - — N -- 1 1 I I I ) 1 I I I i 1 DRAWN BY: JF fl I i I r 1 1 1 _ _ i 1 L-� :III 4/19/2015 o. 7 J lit SCALE: SEE PLAN i __ , i viii:. i ili ! ,,,p .7," i - , ,C, - t: 1:-..,,1 li - - - i - li •',0**7.77",„(d),, , SHEET NO: , ti yi—, it • 1T , ca I -,,,, \ r' 1 ir j1 1, 4 �-•" 1 0 RIGHT ELEVATION • , SCALE: 1/4.. = 1._O" I4p 4O,, '::; - - - - - - - - - - - -_t - - U < E-1 d dill ' II labli A < Z E-4 9 j1I&f_ . • c/3 g z 1 1 1 1 I I I I I I }- I II I IP l lI Illi I I II - U I III II i l l 1 II IJI l III I I 9 (L z z - ---�-- 11 1 1 1 1 1 1 1 1 ii l 1 Hi _ �"� Z Z _ rNi 0 Z ' 1 ° [ ti) w a' U _ U a i - u j Z - - - 1 _ . - u 1.. .i 1 l 1 - _ _ _ U -- I - ii _ I 1 REAR ELEVATION SCALE: 1/4" = 1'-0" w w Z z � z � W (O c RI — — - — — -- — -- O - -- — _ — - - = lLuL_I n: O ---c-- _ — — — - - - - - - - - _- - — - - o -s_• -_ — - — — - — - nJ -- - - - I Ii j I I DRAWN BY: JF 1 I Ill I III I --JII - II - I I I III 4/19/2015 I - _ I SCALE: SEE PLAN `r' I J - I o. - - t, e. r-;ate. et��. °°° lip i - - 1 1 �` SHEET NO: 1 �, Z3 \ \ A haw,.. rrf�ob LEFT ELEVATION' ` ;:- - �!.-:;>- e=.2 "' SCALE: 1/4" = 1'-0" W V rill E. .O W �, H ucc); w w c >.. wE-1 21'-0" 21'-0" C.., 1-4V 1 1 I 1 04 H Z Z 0 Z p• 4 • C d p• d • d • p. d • d �/ c �, _ W p., V �` ...--' e Q r , D ry1 • 1 1 1 Q �.i.� STEEZ.fALLY CCILUtYtN 1 L P 17 R WORK BENCH m C o° kill _ w(2'X2 X;CONC.FTG. \ W �/ 4 , 1 1 1 —, y _ 1"1 ia I; 1_ (2)11-7/8MLF SHB.AM - L1) di =MN= MI ammo= 0 nOmmo Es(4)1-3/4X11-7/8 ML FLUSH BEAM �_ o:. od A : . N a O 406. 1 ©©, 0 ° o ©©l ©© 0 .. Z o 4.©© 1 W M fV fV . O d M ['V ° ' N 'q, O D 11-7/8 T11360 WOOD-I F)@16"OC o� ' o -r Lam: .--- I -,F._a.-f. _ 4. . N csi 41 4 °� W VW Z 1 c2 0 -: N I „ 1. iN ,— .s.. _ W (fl � N oa \ >. M JX _"i co M A , M . QOO (0 N t9 O, , Z co = N— (2)1-3/4X14 ML HEADER N — N a �� ,. — (nom ° M 17'-o° I t!) O.. O (0 / X 17'-3" 1 / UJ (I) " / 101-6" 10'-6" / �-1'-1 O'/2" 1'-1012" Q 21'-0" / Ct •21'-0" a- / / FLOOR PLAN FOUNDATION PLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 1).PLATE HEIGHT AT 8'-9". 4).ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi. 4).PROVIDE 2X6 ACQ SILL PLATE,INSTALLED OVER ON EACH SIDE OF OPENING.PROVIDE 3 JACK COP-R-TEX TERMITE SHIELD AND FOAM SILL GASKET. 2).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS ON EACH SIDE FOR MICROLAM HEADERS. 2).FOUNDATION TO HAVE 16"X8"CONCRETE (2X4) KEYWAY STUDS AT 16"O.C.. FOOTING.FOOTINGS TO HAVE 2-#4 CONTINUOUS 5).PROVIDE 5/8"DIA ANCHOR BOLTS AT 6'-O"O.C.AND 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE RE-BAR.ALL FOOTINGS TO REST ON UNDISTURBED SOIL w/i 1'-0"OF CORNERS,INTERSECTIONS AND SPLICED DRAWN BY: JF 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX UPGRADES WHERE APPLICABLE.PROVIDE DEBRI- JOINTS.ANCHOR BOLTS TO HAVE A MINIMUM 7" PLYWOOD. PROTECTION PANELS WITH FASTENING HARDWARE 3).4"CONCRETE SLAB c/w FIBRE MESH REINFORCEMENT IMBEDMENT INTO THE CONCRETE.EACH ANCHOR UNLESS OPENINGS HAVE IMPACT GLAZING. 6 mil POLY VAPOR BARRIER ON COMPACTED GRANULAR BOLTTO BE ATTACHED TO SILL PLATES WITH 3X3 FILL. SQUARE WASHER AND NUT. 4/19/2015 SCALE: SEE PLAN It f p,4461,46, �� ,c '�,,�� �.Rp SHEET NO: c - e ccs', f A R I A, ,.r * � 1 r "1 �n y �� �r1' ` (..• , • Wks'- ,IM+IMINM111 - - - - - - - - - - _ _ - - . CW135 Lil I ll _ il . . I 2) 2X 01 IDR. 14"ML (%) RIDGE _-- 2X8 @48"OC 12 _ -1 EE:: - - • .. 1111 12 ~ 2X10 DF#2 RR @16"OC O LLIQ oc 0 E-4 _ � flu M O(/,,,,,/ ,tiF _ a U CO) W wr' (2) 2X10 DF#2 (2) 2X10 DF#2 ^ (f) r , IiiiI 3/4"SUBFLOOR I ril E-4 O s ` • v N© 0a; ` a0 ©v ■fir I ...1\ 117/8TJI360FJ@16"OC I Ca I IF Q Z r4 O a_""- - — _ _ . ._ . .�.- . . �_ . . - (2) 2X10 DF#2 (2) 2X10 DF#2. w, VI !-^+ - U � cr) 44 -6.- -_ _ tri Z J 12 ° V 2X6 ACQ SILL PLATE — TERMITE SHIELD — SILL SEAL LALLY I _ 12 1-- _ 2X10 DF#2 RR @16"OC X COLUMN vio) M '—\-- A 4"CONK.SLAB, REINFORCED e. p 1 e•..:a ; D..8" PC WALL (2) 2X I HDR. Oi "; 24"X24"X12" :'" 0 Q FYCONC. .FIG. CW135 16"OH -- - - _ 1.7. 1-1 (TYP.) 16"X8"CONC.FTG. (2)#4 REBAR ROOF PLAN SECTION A-A SCALE: 1/4" = 1'-0" SCALE: 1/4" = i'-0" 1).INSTALL 2X8 DF#2 COLLAR TIES AT 48"O.C.. 5).DO NOT INSTALL UNDERLAYMENT ON WET/ DAMP PLYWOOD!!!SHEATHING MUST BE DRY W 2).APPLY 1/2"THICK FIR CDX SHEATHING OVER AND CLEAN PRIOR TO INSTALLING UNDERLAY- ROOF FRAME. MENT. UNDERLAYMENT IS NOT TO BE LEFT LL1 EXPOSED TO ELEMENTS AT END OF THE WORK Z 1�'I fl 3).APPLY METAL DRIP EDGE OF ANY UNDERLAY DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL 1 1 ���-.,u w '3.• in iauru 3f. ALONG RAKE EDGES AND DIRECTLY TO THE ROOFING IS COMPLETE. 2 (oz Lam{) y DECK ALONG EAVES. "�� ' I 6).INSTALL ASPHALT ROOFING PER MANUFACTURE'S W Q N 1 I ( -- 4).USE 15#FELT UNDERLAYMENT WITH ASPHALT WRITTEN INSTRUCTIONS.USE GALVANIZED J X J -__ _ill . ROOFING. (ZINC COATED) ROOFING NAILS,11-12 GAUGE Q O O �, ! , .,.n.�� 1 1 WITH AT LEAST 3/8" DIA HEADS,LONG ENOUGH Z CO = 1n ;011 Y ,I 1 TO PENETRATETHROUGH PLYWOOD.USE 6 NAILS O ^Ell �._.._.__ � r PER SHINGLE. NAILS ARE TO BE FLUSH WITH O - 1 i\\ k I 4 . SHINGLES BUT NOT CUTTING INTO SHINGLE U) C ) II SURFACE. u) a_ O co 111 11111 II Fr4:17/1:076.) .10 MB...Ea , ` ....4.................... IL.µ IMMO ify li I I 11111 r woc ..1 n a.ae•e.-■aaa,.as•Z--aaat•aa•A-aaaaaa. r ilirfil I �"-= Aide OGEE GUTTER-STANDARD 5" -ill II _ _ �IS� _ 1 31,1.IS.PLYWOOD g"i;�;*�'�a DRY WELLS TO BE 10' MIN. "°TES` DRAWN BY: JF � ' V �� 11I ( " AWAY FROM HOUSE 1).EXECUTION:�� A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. II Irl I STM- 2).PREPARATION: 4/1 J/2015 1r DA).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION.I __IIii' ___���__ �a ° /� ROOF AREA: 608 SQ. FT. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR II i , I ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. 01 o 0 C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR SCALE: SEE PLAN 1O METALS WITH PROTECTIVE BACKING PAINT. 2.1 C.2 r AT 100% WATER RUNOFF: 102 C U. FT. 3.INSTALLATION:RF A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. I--�"' --'-� ' ............1...... I 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. ,p r' 1 eft '' I I 11111 IL_ f!I w 2) S).COPPER/LJOI FLASH ANSD ITH W GUTTERS TO DOWNSPOUTS AND . tI&e A - _ ,` _ SHEET NO ---——_--- PROVIDE (1) 8' DIA. X 4' DEEP DRYVVELL ACCESSORIES. .1 Aae , 4 ''E'®'* "`,' ' ".';"1000"'A.M. B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT y!}r► '� , ` :.A •'*• CONNECTORS. 4 3 / P �. f1. r i ' 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL d" WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL DRYWELLS CAPACITY: 169 CU. FT. CONNECTION WATERTIGHT. '1; AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) i #, ;' - A , 4).PROTECTION: . WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. . �:J AND MAXIMUM PANEL SPAN OF B FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PREM TO �. B.TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL ' ti"a 0°,N �; COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.S AND TABLE 1609.1.4 OF N.YS.RESIDENTIAL ) CONSTRUCTION CODE).THIS IS NOTA SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. COMPLETION. 'a'4 -. . �„.-.+� � ALL PANELSWARMUST BE CUT AN SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. M,, I /��A HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. tn.� i, �C1V,' ' ; -----4". WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS W USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. V ... .._ rfr10 11 KING STUDS ll t RAFTER WALL STUD PI O 0 O ENDWALL CRIPPLE STUD 97- I1 10% BOTTOM PLATE `�� •/ �`" ' RIDGE LEDGER BATHTUB '/ HEADER ` �� DOUBLE JOIST `I ` IIr ISIDEWALL �O I ,`` ' ICli3c , W< Zr--1 El `7 ` ' `� RAFTER �� V w 14 JACK STUDS ,I FLOOR USP NUMBER DESCRIPTION APPLICATION 110 I' A III ��1ST. ADSS % (ii) HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT C J CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR V HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS.UNDER WALL. r , Ciri, 2ND. ADSS ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LS7Al2 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-114"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE 04 ^ Z ~{ THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER BLOCKINGDCaPA"AC ` Z WALL STUD 6 v O (•'1 O THROUGH-ROOF EXHAUST /� � VENTS SELECTED AND r114 !'�"I (/ METAL STRAP ✓• �— LOCATED BY CONTRACTOR /1 �.^ /w 'L CRICKET AT TOP-SIDE OF VENTILATION CHANNEL t♦/� ' v J h+i ...r, RIM BOARD O • CHIMNEY RAFTER 411110 ASREQUIREDVSILL PLATES) Q WALL SHEATHING RAFTERS` V NIAIN ,SIDEWALL FLASHING 1 ,! WOOD JOIST * .�'�FOUNDATION - TOP PLATE ,�►.,, BLOCKING BLOCKING �`/ II 1�"1 FINISH WALL AND MOISTURE !1!1!1;\,.. 2x4 LEDGER ���'`STAPPING TO BE ATTACHED TO WALL STUDS X48 OC \ �\/ �'N; A ` 2x4 SOFFIT JOIST v BARRIER TO LAP PUSHING �� ATTIC SHALL BE PROVIDED WITH A AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP $11 ' ' FASCIA II IIBETWEEN WALL FINISH AND �\ MINIMUM NET FREE VENTILATING AREA � I GUTTER �� iFLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF �( WOOD GIRDER '"�� I i / INSTALL 4'0"O.C. /,''� THE SPACE VENTILATED. ALL OPENINGS ONTIN.SCREENED VENT �I(II� II fir\\\r/// 4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- 14 It • ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH CONTIN.SOFFIT/EXT.PLYWOOD INSTALL 4'O"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION( OPENINGS OF'A INCH IN DIMENSION. SOFFITED EAYE AND SO AS TO MAINTAIN AIR 8"•14" LSTA30 1-114"x30"18ga.STRAP AND JACK STUDS CONNECT TO ON ALL OPENINGS GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. / ,``.` ACTION ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14"•16" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS ,.',' KEEP ROOFING NAILS OUT 2ND.FLOOR WALL OF PUSHING s ® s s ROOFING UPS BASE 11111146, Ir- `. ` FLASHING 4 INCHES ` 1 Al ti - EBASE PSUSHING WRAPS CORNERS, RAFTER RIDGE LAP OF SAME • ;----,....</ SHING4 INCHES AND LES AT BASEMIN. INCHES '� NAILED TO MATERIAL AS ROOFING 1 / THROUGH VENETATTING • I WOOD JOIST/ / ` t' • TOP PLATE ��+ (� GIRDER/HEADER )1Y0 + • 1 ��.� SIDE WALL FLf'�'tST-'TINt..1 ��\� j WOOD JOIST , ► 0 II W 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS�48"OC �\ AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD $ FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES-PROVIDE HEMMED EDGES SO RAFTERS // a INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND Z PREVENT CAPILLARY ACTION 4"-8" LSTA36 1-1/4"x36.18ga.STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN.1-1/2" 1 r n > ' ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH V RAFTER/PLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. 7 61 INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE.SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS 7 Z 8"-16" MSTA48 1-114"x48"16ga.STRAP AND JACK STUDSCONFORM TO SLOPE Z ON ALL OPENINGSTO PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES NE EACOVERTUm OF ROOF TO ALLOW FOR SHRINKAGE.E REDUCE BUMP OUTS w Q N LO DBL.SILL PULE ///'j I < 0 0 (�� TERMITE SHIELD t SUBFLOOR L SILL GASKET WOOD JOISTS • O • 1- /1 r/ NEOPRENE - I f 2x6/2x8 CONTINUOUS WOOD PLATE TYP.CONC.FOUNDATION A \ BOWL.SLAB _� �' GASKET ",`` BOLTED TO STEEL BEAM WITH DAMPPROOF EXTERIOR GRANULAR FILL " - I/2"DIA, BOLTS•48"o.e.STAG. a� EMIL POLY ON EXTERIOR . . `I i )'p ' ^ 'V^J STEEL COLUMN _ • vJ 0 • A : ` ° ROOF JACK •`• STEEL BEAM W CO �.�►� v • CONC.SLAB .,•.a •-r �-. �•ft "a•. ' 1 v •, �!�t-Ii �4"x1/4"x8"STEELCOMP/\C7 FILL !r,!'• � ;',^° lik,r1,1061* •• TOP AND BOTTOM PLATENWow/ ROOFING LAPS • LLy • 4 • ^ FLASHING AT , WITH i/2"x 6"ANCHOR$DLTKEYWAY FOOTING P CONC.FTG. :'a " A'A • G . USE WITH 3x3 SQUARE WASHff RS SIDES AND TOP `, I/2"GROUTANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) 3°STEE-COLUMN .'i:`*'ai•.ea �: • ^p & REINFORCING BAR FOUNDATION 5/8'DIA.ANCHOR BOLT _ I I IDRAIN TILE O� • R • ,.- ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING UPS - 1 r (IO KIPS) SILL PLATE TO FOUNDATION1 STORY 72'OC ROOFING AT BOTTOM (CRAWL SPACE OR FOUNDATION) SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL TYPICAL CONC.FOUNDATION,APPLY PILASTERS MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC.FTG. (CRAWL SPACE OR FOUNDATION) 2 STORIES 36'OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC ROOF JACKS 4 VENTS DETAIL (SLAB-ON-GRADE) CONC.SLAB I SUBFLOOR 6X6 10/10 WWM DOOR I / DOOR FRAME JOIST COMPACT FILL r USE 2X$ =_HD 'IFOR BLOCKOUTSTEEL BEAM DRAWN BY: JF e:; 4"SLAB 7 I SLOPE 1� WI 6X6 WMM DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT .AddiallI P.T.PLATE ° 4" i/2"AIR ALE `� < I °` -Ivo , •" �• I WITH A NAILING PUTS IF NEEDED) /111111111111M 4, 9 AT END AND �•-• e` • n• '. .. TO BE APROX.1/2"OR HIGHER THAN 4/19/2015 GRADE 4 �.=-u--"---v--"--_ �.-. : • c-C'o DES OF WOOD P-0�.4:�M�*a•- D 's- - •. ;.. 1.:041�•°•• STEEL BEAM TO ALLOW FOR SHRINKAGE 4, s'A BEAMS OilgurJ.-ll ° C•° ��! �• �.��• • •, t �� ••i (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) f; � 6A;6 W.W.M. • - ° ° ► `� I • s D n �l�1 '' 12 r1i�,D ,L, u A :• 4 4 • 4 • I� I I;I'AD >4 ° , � ri , SUBFLOOR SCALE: SEE PLAN MIN e b e .1 �°• ^ L!'n C!'n n' ° ��NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMUM • • • °'„ B. C" ,! ? " NOTCH EQUALS 1/4 DEPTH OF BEAM °Li . 4 REINFORCING BAR a o•,°'► 'p• �s� JOIST VIP- .V.Zi. - .A a REINFORCING BAR c". I G C•°C•° DRAIN TILE I.t—►It ►I e • SHEET METAL/30*FELT UNDER BEAM AT POINT it I' �)'. 1 ----- i�r_ir--ice"=1 EEL BEAM 1Y OF CONTACT WITH CONCRETE OR COIL.BLOCK ,:',,,,--4,•,,..e,, • a 3" (� -'-- P TE(BOLTED TO BEAM) TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)*4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. SHIMS TO LEVEL BEAM r h SHEET N O■ REINFORCE FOOTING WITH(2)*4 REINFORCING BARS. ^ )11,. .1%,,,, ""•' ( • 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCfCOUT !! BEAM POCKET ..? `a' . e Yh i _p ,:'' r .' W U < pi NOTES _ WIND FRAMING NOTES NAILING SCHEDULE v---- PLAN CONTENTS: CZ El GENERAL 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION 0 1-1/4"x 20 gauge strap shaft be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL411 When a collar tie is used in leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION QTYSPACING NOTES BUILDING USE CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP GPJOIST 10'WALL:4-8d8dCOMMON RAFTEREAx CEILING 8'WALL:3 8d COMMON EACH TOTAL 5G2. FT. OF CONSTRUCTION intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL:4-8d COMMON JOIST V TOE-NAIL r �''� U [11for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters wState building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACHFACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND �/ construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL CURRENT SBC HIGH Fal WIND EDITION,WOOD FRAME CONSTRUCTION MANUAL Z sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES e. 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 E-1 pz., ci) meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 I These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE V 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2.8d COMMON EACH TOE ATTICS w/STORAGE 20 °41accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONSEll Z O 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 20 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 n ^/ First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS (SLEEPING) 30 V /W 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRSW responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL .40 44 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS (ANY DIRECTION) 200 V / Li) '� precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING v cn a specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CAtAGORY t ^ 2-16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION v l anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE (ROOF-FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE LLI Z INTERSECTIONS 4-16d COMMON EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE ISI 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACELJ or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS ANSym. D WINDOW SCHEDULE attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE (SMOKE<CO2 DETECTORS) SEE FLOOR PLANS such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAILLil) in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: ypeIIexteriorgth tfactoallsrs hall ee6the requirements oftable 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST,2-16dCOMMON FOOT SEECFACE NAIL,2 END JOIST OR BLOCKING CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL t { LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil.(MIN.SOIL STRENGTH AT 2000psi) interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES V 2.4.4.2 and 2.2.4 respectively. QTY. SPACING `� LBS/11(( / MODERATE SLIGHT TO - 3).Provide 1/2"expansion joint material between concrete slabs and abutting 20 LBSi10 B SEVERE 3 FT. 11 NONE JOIST TO: PER TOE ,n / N. TO HEAVY MODERATE ry 9 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4-BdCOMMON 14\ ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: concrete or mason walls occurin in arterior or unheated interior areas. SILL,TOP PLATE OR GIRDER JOIST NAIL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 3500 p.s.i..Concrete to be BLOCKING EACH TOE 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. 8d COMMON 6"O.C. SEE NOTES:1,3 9).CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL e° @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE 3-16d COMMON INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1(BOTH FIELDS)NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL NOTES 8x16 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER 3-8d COMMON LL PERTOE ■ n/ 7).Dampproof exterior of foundation with bituminous coating as per _ DECK AND COVERED PORCH NOTES: TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise rated,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END LU the belowgradeportion of exterior wallsprior to backfilling. All fasteners,hangers and anchors to be galvanized or stainless steel. TO JOIST 3-16d COMMON JOIST NAIL 1 .For roof sheathingwithin 4 feet of theperimeter edge of the roof,including4 feet on each side of the roof peak, I.I.I 9• ) 9 • the 4 footperimeter n 8).Drainage as per town and N.Y.S.Residential Construction Code. ) Girders for deck to be bolted to eachpost with washers and nuts. BAND JOIST TO: PER TOE NAIL edge zone attachments required shall be used. Z 2• joists2-16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT ISEE NOTE:1 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. ` 1 FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. v (1) z V. 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Z r C) Edition Wood FramingConstruction Manual. QTY. SPAC/NG 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft. framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. W Q N below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: -I X •--It.[) Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE < 0 0 ap NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 Inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD z . = I` otherwise. JOINT DESCRIPTION Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) _ O = r where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS (n M Bearingwall headers to have(2)Jack studs and(2)full length studs on each side of allWALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 have(3) 9 6).Concrete piers shall be a minimum 6"above grade. WALL SHEATHING: L O CO openings.LVL headers to jack studs and(2)full length studs on each side of � � openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES LLI openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 11- andblocking where applicable. QTY. SPACING O 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty gaNinized hangers and PANELS 8d COMMON WFCM-SBC Ct anchors where applicable to all connecting joists. PLUMBING NOTES be used. 7/16"OSB 3"O.C.EDGE CL 6d COMMON 2.Tabulated 12 inch o.c.nail spacing assumes sheathingattached to stud framingmembers with 6).Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD ) P 9 Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. WALLBOARD 5d COOLERS 10"O.0.FIELD on plans. 3).For exteriorpanel siding, 2).Verify septic system with the Engineer for Suffolk County Health Department approval. ) galvanized box nails shall be permitted to be substituted for common nails. 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists FLOOR SHEATHING: NOTE: under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION QTY. SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 8).Provide insulation baffles at eave vents between rafters.Install draft blocking as stare code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. needed. HVAC SYSTEM NOTES 1"OR LESS 8d COMMON 12"O.C.FIELD 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE REFERRED TO IF FIREBLOCKING REQUIRED 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor MENTIONED IN SCHEDULE NOTES ONLY. Q 2).HVAC subcontractor is to fully coordinate all system data and requirements with the fireblocking providedopenings(bothhorizontal) D RAW N BY: JF adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed g shall be to cut off all concealed draft o nin s vertical and equipment supplier. over subfloor as per manufacture's instructions. 1).Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories,and between a top story and the roof space. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building - shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor 4/19/2015 to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at Intervals not exceeding 10 such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs. /� approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected SCALE: SEE PLAN 1N torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, to be reduced tot-16d nail per foot. drop ceilings and cove ceilings. 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. 3). 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces �t under stairs shall comply with N.Y.S.Residential Code. • v�"I , SHEET NO: 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of (• . tier. R..+r` ti,�` flame and products of combustion. r) t .r' N 5).For the fireblocking of chimneys and fireplaces,refer to N.Y.S.Residential Code. 6' f 6, r e ,A.I ' r r _, Lb i t) O:� w fill \��,.# a b x