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HomeMy WebLinkAbout45649-Z ��O��gUEFOIke"q r Town of Southold 12/18/2021 o P.O.Box 1179 o _ 53095 Main Rd y o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42641 Date: 12/18/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 360 Private Rd#31, Southold SCTM#: 473889 Sec/Block/Lot: 77.-3-23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/18/2020 pursuant to which Building Permit No. 45649 dated 1/6/2021 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: alterations and additions, including decks, screened porch and"as built"deck additions to existing single family dwelling as applied for per ZBA#7431, dated 11/19/2020. The certificate is issued to Maffucci,Barbara of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45649 9/27/2021 PLUMBERS CERTIFICATION DATED th riz gnature TOWN OF SOUTHOLD Gy BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . 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#: 45649 Date: 1/6/2021 Permission is hereby granted to: Maffucci, Barbara 360 Goose Creek Ln Southold, NY 11971 To: legalize "as built" addition and make new additions and alterations to an existing single family dwelling as applied for. At premises located at: 360 Private Rd #31 SCTM #473889 Sec/Block/Lot# 77.-3-23 Pursuant to application dated 12/18/2020 and approved by the Building Inspector. To expire on 7/8/2022. Fees: CO-ADDITION TO DWELLING $50.00 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,156.00 Total: $1,206.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For'existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$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. December 15, 2020 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 360 Goose Creek Lane Southold, NY House No. Street Hamlet Owner or Owners of Property: Robert Maffucci Suffolk County Tax Map No 1000, Section 77 Block 03 Lot 23 Subdivision Filed Map. Lot: Permit No. S Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ �—�✓ (AMP Architecture) Applicant Signature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, G A-?A t4- A- 4 `(C C 0 residing at 3 6o &oaS'-s ORIC-6-ZAu�-- (Print property owner's name) (Mailing Address) SO +� � V do hereby authorize AMP Architecture (Agent) PJIGCY_ 7-SC f&)j 6n PD)Et t to apply on my behalf to the Southold Building Department. lob" ( er's Signature) (Date) e4-p 8A-12A Cel- (Print Owner's Name) pF SO!/T�QI � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 • a� sean.devlin(aD-town.southold.ny.us Southold,NY 11971-0959 QIyCQUNNs�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Barbara Mattucci Address: 360 Private Rd #31 city,Southold st: NY zip: 11971 Building Permit#: 45649 Section: 77 Block: 3 Lot: 23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: OWI Electric License No: 60853ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 3 4'LED Exit Fixtures Pump Other Equipment: Notes: Enclosed Exterior Porch Inspector Signature: �✓�- Date: September 27, 2021 S.Devlin-Cert Electrical Compliance Form TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ /FOUNDATION 1ST I [. ] ROUGH PLBG. [ ] FOUNDATION 2ND. j `] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] -.FIRE SAFETY INSPECTION [ ] FIRE RESISTANT_CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: w TO DATE I 110 INSPECTOR qoqq qf SO//l,�o � 6 * # TOWN OF SOUTHOL'DIMILDING DEPT. 765-1802 INSPECTION . ' - [4 /FOUNDATION 1ST [ ] ROUGH PLBG. [ iV6uNDATION 2ND [ ] INSULATIOWCAULKING [vl FRAMING/STRAPPING_ [ ] FINAL .� [ ] FIREPLACE & CHIMNEY [' ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ '] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:. C4ohAftl4 PON dt fR4 DATE "?A INSPECTOR Q;v 110 �O�apF S0(/TGt 5-b ld TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 765-1802 INSPECTI-ON : [ ] -FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ 7'-] FIREPLACE &CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) Ul CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR . 'of S0Uly0lo LA. _ # TOWN OF SOUTHOLD BUILDI 7rw DEPT. . - w2courm,a 765-1802 1c,4 -NSPECTION j ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] "FOUNDATION 2ND [ `] .INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY -[ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]' ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Pr`ec�1 - �+Cs,�-� DATE INSPECTOR OF SOUTholo TOWN.OF,SOUTHOLD BUILDING DEPT. courm a 765-1802 INSPECTION-, [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] 'FOUNDATION 2ND [ ] I ULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINALS^ �U l Lfr' [ '] FIREPLACE & CHIMNEY-_ [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 04 i4. 4L.." DATE �I�'`� INSPECTOR -- -- IN I► d - ,. y� ` Rules- , a A'B Find Inbox i To Manager ��� 1A dated- I Zoom nl ��Meeting I, Done y ES Team Email QneN°te i o I More Mark Categorix Follow Translate �Select- i >fy Forward More- fay Reply&Delete f Create New = - ��Actions' Unread - UP- JI fd,ting Zoom _�___ yY r' Quick Steps r Mote Tags Respond 1 1:25 PM - .-._- - t,_,'-J r-- C►te Zonnie N . 11-Fwd:Final Property Survey and Railing Photo-Maffucci Permit Number#45649 `_ 4,1f 4J 1 e � e a • e ° � ® D e FOUNDATIQN (IST). r FOUNDATION (2P N ova 91 �MAI k �� ROUGH FRAMING MUMBING STATE EN�RGY • , �-� Rim, i 1! �NILAP !®� flMV' ' MOMMwALOWA ,wd • D D ffi • D 4. — -- 1 G ! !- r. I _`. e �' % r / 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 � - l Survey PERMIT Southoldtownny.gov Check NO. Septic Form N.Y.S.D.E.C. `j Trustees i C.O.Application Flood Permit Examined 20 EC 1 $ 2�2� Single&Separate g Truss Identification Form Storm-Water Assessment Form Contact: A M �(Gr► Approved - 20 Mail to: Disapproved La Phone:G1 dt Expiration 720- t7.3 203 ` ing Inspector ji Gn APPLICATION FOR BUILDING PEia.a , JUL Date 20 a0 T, P1t,;G DE INSTRUCTIONS MU a.Tfii 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. AMP :n LChI I (D_ (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect,engineer, general contractor, electrician,plumber or builder Name of owner of premises Ba fbc-t r (As on the tax M 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 proposed work will be done: c O _rY1� So u 6 i House Number Street Hamlet County Tax Map No. 1000 Section' ' "_�~] Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed ons cti4n: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage;number of cars 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: Fronts Rear Depth ( (` Height Number of Stories,- 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories - 9. Size of lot: Front Rear Depth , 10. Date of Purchase Name of Fortnerrn Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NOY\ Will excess fill be removed from premises?YES Nb)( 14.Names of Owner of premises 661 rbW m M#XX'ddressone No.-CA Ce�6 Name of Architect Address M one No �l i Name of Contractor Address Phone No. / 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *NES NO_�L * 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 OfS C66 10, �� - . being duly sworn,deposes and says that(s)he is the applicant (Nameindividual signing contract)above named, (S)He is the (Contractor,A�Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this `` 4 i-h day of �1 V 20 rv�G4' 1AAA/A? AAA-4=' Notary Public ature of App icant MOM PUBLIC,STATE OF:NEW VM Repistm im N0.OIMCB403652 oualifted N SuMofk CednV ,I Scott A. Fussell ,� °§UFFQ'r ST0]KMWA\T]E1K SUPERVISOR ' �T ( �T l��][AI�A\G)El��l[1E1�T SOUTHOLD TOWN HALL-P.O.Box 1179 v' A 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORD SKEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE ]FOLI.®WING Yes No (CHECK ALL THAT APPLY) ❑Ef A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[� 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. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[f E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑® 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: (Property Owner,Design Professional,Agent,Contractor,Other) S'C'T•M• #: I0�0 Date: District 77 03 23 12/15/20 NAME: FranmeAp Drennan (AMP Architach mm� r Section Block Lot �""" ' FOR BUILDING DEPARTMENT USE ONLY Contact Informatiort 516-214-0160 Reviewed By: — — — — — — — — — — — — — — — — Date: Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — 360 Goose Creek Lane, Southold 0 Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 f C�yyt1//ppt�//ppj■ - 4,1 Town Hall Annex ► i � Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold, NY 11971-0959 +w' .i BUILDING DEPARTMENT- NOTICE,OF-UT_ILIZATION OFTRUS_S TYPE CONSTRU.CTION,�PRE-ENGINEERED; ` .WOOD. CONSTRUCTION ANDIOR TIMBER'CONSTRUCTION R Date: December 15, 2020 Owner: Robert Mattucci t ' f 360 Goose Creek-Lane, Southold Location of Property:. os .-. .-�. _._ _. . Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure x Rehabilitation to an existing commercial or residential structure ; to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) i Pre-engineered wood construction (PW) Timber construction (TC) -in the following.location(s) (check applicable line): Floor framing, including girders and beams (F) `{ Roof framing (R) x Floor and roof framing (FR) `r 4� 'i Signature: Francesca Brennan (AMP Architecture), �{ Name (person submitting this form): . _ _ Capacity(check applicable line): Owner x Owner representative TrussReg15.docx Effective 1/1/2015 ;, FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: August 4, 2020 TO: AMP Architecture (Maffucci) 1075 Franklinville Road Laurel,NY 11948 Please take notice that your application dated July 22,2020 For permit to legalize an"as built"addition and construct new additions and alterations to a singley dwelling at Location of property: 360 Goose Creek Lane, Southold County Tax Map No. 1000-Section 77 Block 3 Lot 23 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 33,467 square foot parcel with two front yards in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124,which states that, on lots measuring between 33,467 in total size, a minimum rear yard setback of 50 feet is required. The proposed construction notes a rear yard setback of+/-40 fe -------------------------------- I Authorized Signature Cc: File,ZBA BOARD MEIVIBERS.: `Southold Town Hatt �pF SOUly 53095 MainRoad-•P.O.B'ox 1k79 Lesl a iKanes Weisman,Cha cperson ' O h0 1p. Souibold,NY 11971-0959 Patricia Acampora 'f3ffice I:ocatinn: Fie Dames. eri 'ye Town--Au Almi ROM.,- ltottert I,ehnert;7r: �,► ` : 54375 Main Road'(at Youngs Ayeiltte) Southoid,;�Y 11971 Nich(A4s.FWameatto http:llsoutitoldtownny gov . . ` : ElED. zoNRiGB,0AR o APPEAi _ TOWN of so tO - NOV.- 2 3 -202!?. Tel:(631 •U54809*1+az.(631)?0LMEi9A6 = : tAfiT( NS, :.: .. V9Wl 2( � Z115d +D AIC :' baaca hnci :1artticei P A +3 : = RC1 o§e.Cr ek Lane,diva#e Road#31), 4utbald I S� C`I I..:100Q- '1-3; - surd.of eats has y,sitednailernsiider'tot in tis: _ � � a �(3jr� io aa1d�{ 5 fat t s :hA under the` e.II cate s tn�s t:b L'1Gi•.� i' nt­ :ie per: t _ .. CdI�E T'I� applicatt � � ., I, Q= ide4:fo-: ,:Adft- :; '� :;: ts: 4 q .c r .'y] -T�43 ya. s};• Wt�-, _ t ,+ ' -•h's� •t 7r �( g}.t{-�4-l��t a '�. v "R_ W:k� ►�,y¢ ^1...- 4¢..ter} ...rR. ; ��Lf yGL f� #. f�� '7dS+�'4�'} vli5+��,4►1� � . !`;:< ��,:T•�.: ih`• =3al11 0 'z. =i.: •. p.�;*yA �e W+ =I - �l�tl:4=.r gam' t fim r a 7.et t _ . - . a93'e:: G1'� �Rs�'A�'fS�BC���`� '�'h�•su��ect; c�.. � _ .i -cor . tit 16S;a fii : i� 4tl limct tneasi s 4:0�0 feet a�ang io+ose. C 'tfiett rl#iis wed 139 6 feet nta'' =a.ri "t of wa �, uttt4b Qa feet atoig;the same:pra�zate. may,=t :its 131.24 feet ei Y atom a resident allly develogert ldt t lite south 'he paicel is Im rG... . yyi#tr a two-story single Parti f sid ace : ' vVittr covered front Per andewa ,along with antegutar shape ,rear+dee (sutisect of the aplzcation)as' s1iArn on thx >te p# a1tny .Portio,Reg�stereclirch�t and cluedtrg�ut 1 , BASIS OF.A1'PLICATIOI�t: -bequest IN. a VariA 030 ance from Aiti Ac Se . Oil 2i;0-124:and ttie: Btlildin inspectflr's August 4. 2020 Nonce o1'I)isapprczval based Qn an,appy on.for a permit to:leggy ze'an:"as bni1t" - addrtion and cai;sbnict.new adcht3ons and atezabo to a single:familyd�vel�u'ig,.at' �lis-than the eoaia regunied innunvtiii rear yard s_ aek of�0 fe+ t,located at;:3(0 Goose geek Line(Prvatd.#31j,Southold,I�'Y. C"'v1 RELINE Rl;t?IJESTl Thi apptieant requests a variance to legalize-and e�iparid an 'as.i}uilt' deck, iieasC►ring approximalely 45.4 feet by.22 feet vvl;en:complete,wrtha real:Card setback bf 40 2:feet rn+here t code,requires such impiovexnents td mai�ttain a minunum Year yard setback of 50 feet,wlileadding a covered, unconditioned screen}porch measuring 21:54 feet.txlZ 1 Z feet, oyer part of rt AIDDIT'IO2�TAL INFORM 1TI�N:No member of the piiblic or`an iinri ediate neighbor spoke in favor,of qr against this application.The stiibjeet property has the following Certificate.af fJccupancy on. le: X2$457.issued May 22, 2002 fora one.fartuly:dwelling with:covered front porch and attached two-car garage. On November 5,2020'the Page' ,November 19,202.0 #743 .;IVlartucci :... - SC. .No.100.0-77-3-23 appli ant provided the.Board,per request,with tW6 prior Zoning'Board ofAlspeals'decisions:(#5491 &#5223)'for { = simil .reli&f granted in the immediatearea supporting this applieation: At a hearing,the Board discussedwith tlie'applicaut's-agelit the potential proble ns associated t�vith the logia 'on of the-exist ng sanitary system wider the"as bur t"..deck;o�ret which the Board has no 'jun 'ctioli F1Nl)1N S CIF FACT1ARASONS FORBOARD A TIOI�i: The Illrig Board ofAppeals held a public hearing on this appllcattojI onN&eihber Si 2020 at which time written aird r1+evlcleheever �irtsened. $used ugn all testlmouy doeumenn, onakieetor� ieprotserty v attd. . iindul nei boyhood,..a�nd.dther_evidelice;the. onln card fs theoloNm ds to be tree end elf ani Wd-mattes the f6UowiAg:fih' fts: - Gram of the variartc wI'Il skot produce s i odes t'alile c E g "in't]Ie aliaractel of the.: ei boihbtiri or a_detruMent to nearby Properties, :Goose.geek i, n i apriaf righ#of w serVlCurg fiver a. dz reside developed.1'6* e aubje�t parte feces l ttls d�vne d ".iii Intauied>sy SuB'ollt ourifiy w111aIi iithe z des#or Oda.5a and esthblislies#tieeelu of;a;ltev.defiii ,r neoxbtoc ore s e g.rd aoatel . 13tx mr,r = nght: y". _ :,. `� ..:.. - ;Y:Ct�. �. .1a: c. :ri. i-= ,r.. ,n 1'ic'. :�.;..i•::':i• =: ` xe detack:i�f ao let aeon_ :a. .t _ vvsre"��}}IIl" d:tiledtico :7nq a~' Osadeh e=`"dclt�olj oasc >x hVa ,? 1 .bit ' lecir .. ,.v ,:• „ :"��. ,j. ;':r1 "b::'.•i'�`�r1<3., yam"?.'F.... _�:::q.s. ..n>..:,. 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'fry #ll =cdde = b�n$i , die paper Iba loal? e hens ai#d �ei to- osek.` { :, - vii. xvhich dds a In► ciao_b etre subject pi speity-an °' ap atiy ail"feet in dth ly bene$ =;Tesi elites to the west;:.and crates the feeliilgl"accillfoxtiitlg r }+at - _ ':b n-the'" "d• ' 4: owrai Zaw:' 267=1i 3 (blY4) bio;�vxience has been submiite$to:sii est that, varice ux.thls residential : . co unity will have an:adverse impadt on the physiEal.bx:environmental eonditions'in fire I ergflborhood. Elie appl cant must comply wath'-Chapter-236 6hhe To Ws:stoft Watear'Manggelpent Code-. :.5'. ;Townie:ia267 b(31(bl(51 Tlie difficulty has;been s�lfcreated 'The appcant.purchase�i the:parcel.afler<tlie ion ng.':.Co was'nr'offect an it..is presumed tTat the.:aplilicant hacl actual or.. Qnstrucfi ye lcnrivvledge?af the tiolis:ori the use.:pfthe parcel uiiei flie: oning Gode:Ilx eget rlor to or.at the'tinle.of urchase: ' p' -... . P 6: Town Zaw.&267=b. Grant of the.requested relief is the minimum sChon necessary arid:adequate to cristate:the app icant to"enjoy the"benefit of an:attached.wood deok.Incas IMV approxii iately 22 €eet by'45.4 feet"end the add 'on of a screen porcli measuring 17..:feet by X1.:5; while..preserving:.ah protecting. the character of the nei borh6od and the healfili,.safety'.and welfare of the'coniniumity: _ RESOLUTION OF-THE BOARD: In consideritlg all of the above factors and applying the balancing'test under. Ne York Town Law 267=B,motion was offered by Member Planamento;seconded by Member Lehnert,.and duly ed.,to _ Page 3 November 19,2020 - #7431 .Mart6cci , - SC . No..1000M.3-23 - GRANT the variance as;applied for,.and as shown on the site.plan prepared by Anthz ny M.. ?ortillo,'Regidered arc tect-and dated-August 17;2020.:-: ,` • : = : : S Cr TO'THE FOL OWII?IGQ . => t i�T :.._ :_ - • - ._ e:screen'porq ..shaft reinam:_I.m drttoped an�l'without-the;b'eri_efrt of°stbf.W.o�'other w�ndavvs or eisenglass:Qr.siinila ;::• :. - ' . .• . 2: T Iie applicant mustapplyto=the;Bnpd'#i g.Mpartme1t for a building pei�iit for#Xie"as lauilt"iinprovemeuf(s�: within.0•days.of the date of this ilec�sitsn mid s�ibti same tv thefice o the Zorrig Bo #I of Appealsr or :submit-a vv igen-z:equest fi i:m eMbsion fa t ie b-b4 l o�Appear etttng forth the i eason(s)�vX y applicant vas un-bk to obtain.abu Idin p it in tie# alkit#ecl ate t fY the ui�dv► epai anent far the"as buXle .:�I#i+ a�tiplYant �XSeaine 4 1 ' :-.: •. improvemez3t(s)and subtnitsa to flis erre aftheoning$vatd�ofApp�aXs�cvithin sib) h"ont `oflns - decision.oi+subn4 t a:wFi#te1�retja t dor an,7ct8nsion io the:Bbardd of Ap�}eals setitin -foith the reason(s� : the applicant was:unable to obtain A-1 afe td uceupany m the tte allotted: 4. .The"as:litiilfi"vii roveiien s j.may be cti#_a Ceitcate'of�Dccupanc h been obtainr-d p . - 5.: At the d sci on of the hoard of Apl eats,failfiire to,comply the ab con�iti�s>is:may.r8nd.. decision nu1-.aidoi3 i tifPa: 'r in eitezi ui#hist�t:in'' ercry - :,d t� e�iatibn f' tht s�'e'�slte i1 dfi?'rr _ _ _ - tI` :eii :atrd 8 �+ypar�itFut`d r g ::? ': �,.._ _ ;,. _ •a;r . �,. - - ."`:y i'._• r:- - - •-Y => - - _ y/��) - _ - '-:f"• •'tip - - - _ f/ •-O a ry •"^/f3i p1 ' fi _ t- _ r� .?G .2t F+ + �acU V c:au - �3 .-. t +k•-�e',,(( ,,,,7],r�.. �yp x+ Jyj''' q. a1«:. t�,.•1.fyea �} �::7:� -,.e.�... ;rjaa �•*'='_- ,..z?�• � �'ti,. �ft'C �!' ,4.y.,Y}-• .;r �•2-• ,•y,','af'x};. ::�'r?E:ir- oa- '�..;..' �'••: •.,. - ^.t•:f. =LLf.,j.jY :�J£s .t —ci �•A.�, ��'t�If�'�:. ,J;`,�i���",c..i !•�•ti: �4.:: ...e�{�,�, i'iVF{tj.:'fwG Y.: ;,.�vy.f, „•-+a.'_•f-:�:�: ':'F.:. < �t3rtririz •tilF. ` : 117J1E E a ,. `�vyY'Y[ifi Y•Yyff -�fyy,d�yyI�{, ..f •.5. :J'Tr':ili'L_`::L{..f-..Y. �. :E.`. tea. N .Ie,r .[si/ff"Y5"' ,,.at�C. ,,,_s-r. :o ,r:' 'f�•�-': a�y�! —(tJ/� j��(y (� •. 1. Lx'rQ t ..,_ ,a.37E� jY;;::•:._. I ..:- .� � .:J•''a_ .:t} r.. A. ,d.:y-h..•r'-:.. <.- \P,:tY '�f- a�]'`• - '?. - 'r 1?i.eeiff thatm � - -r: _F yr ifs �'}Jks aIzi.rFt.ezeutuy' .s., ' ::�..,: s:•,. - _ �{ �'t' 1 y� — 5. , -o its _._ 'r _ d _ m - ,��•. ,,xis. - - 1 :Ylf3ftC�lf ,� .. •not' cruse tie de - • Pe�t�i�an#to Chap#ex 28�. ��6(�} �f��Cod�nf�#l�.e�bvRn of So,�thold any va�r�aYree man#ed Eby��e': . -� °-$oa d nf-Ap�ea�ls s��a���tec.'.at�i�e ll��..�-4t voxY�:�here�,���t�"�cate of Qecup�ey his not�een�. - ' ,: : . • C 4 5 ti 3 '!- • . :pro.-aced;and/or.a;�ubdYvi�Yon i�ap.has�0}.�eeir>�e�.vacith t��Stt�olk County�l�rtr,i�ithlmi:�h7�e�-: '' :.• d:. - • . ••.(�) ears frozri'�he date stzeh varianegwas gift#ed: �e-Board of Appeals:ii�ay,�upon�vt�tten. . : - - - req esE prior to th�,date.uf.e�}tnr- tion,gratit antensiorr.nat:tozceed#hree � onstutive one. .,(i� � ear-tans Vot �f the hoard: Ayes. ll�Iembers Weisman(trarlaersonj,Acampora Dantes,Lehnert,and Planaiento:(5�0): .Lest e.Kanes Weisman,Chairperson App ved for filing /2`020 BOARD MEMBERS �F SOU Southold Town Hall Leslie Kanes Weisman,Chairperson �� T/y0 53095 Main Road i P.O.Box 1179 �O !p Southold,NY 1,1971-0959. ` Patricia Acamporaj* Office Location' 'Eric Dantes G Town Annex/First Floor, Robert Lehnert,Jr: �O !' ,aa��. 54375 Main Road(at Youngs Avenue) Nicholas Planaaientb IyC UN Southold,NY 119.71 . :., httg1/sout}anldtowi ny. ZONING BOARD OF APPEALS TOWN OF:SOUTHOLD Tel."(631)765 1809•Fax'(631)765=9064 December 31;,2020 : ., Anthony Portillo AMl'Architecture. . . 1075 Franklinville Road.:. .^ i Laurel,NY.1194$. : .. RERequest for Extension Six(6)1Vlonths Appeal No: 7431;Matiucct SCIM No 1000=77 3 23 Dear lVlr: Portillo;. . T received your;correspondertce requesting an etenstdn xn order to comply with the Zoning$bard's, condition(# )which kequires that fou obtain aerttficate of Qceupancy from the Bultng lepartnent fo the Y`as built" improvements::within six(6)months from the date of the aforernenttoned:dectsion In your correspondence,you explained tie required deadline is hard for your client to achieve because he is sfill.working on—bids;:will be out if state`dutririg May and is concerned about other delays caused by the Covid=;19 pandemic. . Based upon the circumstances described,the Board of Appeals voted by resolution on December 22; 2020 to grant your request fora a six(6).month extension and to change the deadline by which time your client must obtain a Certificate of Occupari from May 19, 2021 to November''19,2021. Feel.free to contact our.offce if you have any further questions.or concerns. I will.instruct'tlie office t6*,send a copy of this letter with your request to the Building Department. silac r y,. eslie Kane§ Weisman Chairperson JAN 4. 2021 cc: Michael Verity, Chief Building Inspector Operating Business Address:1075 Frankiinville Rd,Laurel NY 11948 Brooklyn'Office:450 95"St,C9,Brooklyn,NY 11209 u.o Laurel Office-'1075 Frankliriville Rd,Laurel NY 11948 BusinessPhone:(516)214-0160 Anthony Portillo:(716)572-4741 Towri of Southoid - :54375 Main Ro.ad: . : SOutli b ld,'NY To:Kim Fuentes .M"rd'A'"t-1'-t ':.Re:fViattucci:;360;Goose geek Lane,Southold " - ;. Ori behalf:of 'ur•dient Robert Nlattucci.at 3.50 Goose..Creek.Lane,Southold;Weare respectfully reguestlrig an extension ofahe:Zoning Board approval:As indicated-in.the approval.Ietter,the... completion of theMork must be,ln 6 months from the date of th'e letter asahe Certlficate'of Occupancy. must me filed then This.would mean that the:compietlon of everything wo.Uld need to be compi:ered by.. IVlay 1�9Fh,2021 However;these`deadlines are:hard for otr client ta'achleve,as he is still working'on olds; Ne Lias exprtessed;that h Is out of the s#ate until:May n'&has expressed float there are additional cs�mp�lcatons due:to the'"C�UID;19 paridemlc weare requesting that the approval be extended until October 2021 VVe appreciate your trmeand . gnsideratiorrof: cthls req"'nest: AMP Architecture c�VFQj BUILDING DEPARTMENT- Electrical Inspector JUN - , TOWN OF SOUTHOLD ZQ27 a h Town Hall Annex- 54375 Main Road - PO Box 1 '�-Rr us Z Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr@southoldtownny.gov -- seand(cDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (AII Information Required) Date: C 2 Company Name: Q (A) L- Name: T Aj License No.: l -— S.3 email: Phone No: 63170?, ❑I request an email copy of Certificate of Compliance Address.: .0 y1g,2 0 6cke E JOB SITE INFORMATION (All Information Required) Name: �'-AA-Q M '4CtCC Address: SK,, Cross Street: , Phone No.: 3 _ S-61 6LL 62-71 —a 29-3 BIdg.Permit#:R 5' email:5o L( W 06-1v A& c_40 Tax Map District: 1000 Section:• 1 — Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) r'�RC - i6El L Check All That Apply: Is job ready for inspection?: �S ❑NO ❑Rough In ❑Final Do you need a Temp Certificate?: ❑YES LJNO Issued On Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals ❑1 ❑2 ❑H Frame❑Pole Work done on Service? ❑Y E]NJ Additional Information: PAYMENT DUE WITH APPLICATION fy1 Electrical Inspection Form 2020.xlsx " �� LOT AREA=' 33,468 sq, ft. 21-224 NOW OR FORMERLY WILLOTt I IDIRT'DRIVE J� 30' PRIVATE R:O�W; )-- DIRT DRIVE S 72'25'30"E 139.66' } o ^o .. . 0 0 .d- o A} } 5i F. 42:4: 40:9 21.6' 27:6' t> }: screen , a r� KCL IDto . detk j p 22.x' weU o sowe�� ho4'x5' asphalt dtiveway fr shed �s- n.4' o 0 0.4'N. I SHED N 72'25'30'W 139.24'S r } NOW OR FORMERLY WEST m 1 r 10-1-2021 LOCATED SCREEN ROOM, NORTH BAYVIEW ROAD DECK, SHED and DRIVEWAY 6-4-2002 LOCATED CONC_ SLAB & FENCE 1-28-2002 FINAL SURVEY 11-15-2001 LOCATED FOUNDATION niE"OFFSETS,(oR DIMENSIONS)SHOWN HEREON FROM 7NE SIRUgR3RE4 70 THE PROPERTYLINES ARE FORA SPEdRC PURPOSE AND USE AND 7HGtEFORE ARE NOT JOB No. 01-129 FILE No. '767F` INTENDED TO GUIDE THE ERECDOM OF FENCES. REMNM WALLS.POOLS. PATIOS. -PLAMC AREAS.AMMON.7O ERftLLMW OR.M r..OTHER CONSTMICIION. SURVEYED FOR UNAWHOWED ALTERATION OR AMMON TO THIS SURVEY°LS A NWJQION OF SECTON 7209,OF THE NEW YORK STATE Mucom,-LAW. GU/RANwa.INDIC m HERON SNAIL RuN oNLY47o 7mE PERSON FOR WHOM,7HE SURVEY ISIWARED.,ANO ON NS BER14iF 7O THE ME.COMPANY:.QOVERNMENTAL. SITUATED .AT'BAWEW AG04CY AND LENOM INSMUTION LISTED HUMON,AND TV 7HE ASSN OF 1HE LFNfDING IPL4TMMON:.,OWRANIEF.S ARE NOT'.7RANSFE'FtW.E; O„AMM0NAL.IN,SMtMONS TOWN OF”SOUTHOLD. -= SUFFOLK!. COUNTY N.Y.'. OR suBSEodwr owNEas•. COPIES of THis`sumiEr uAP NDT BEARING THE'LAND SuRvEr ws Ir M SEAL.Ott SCALE V' 440' RATE 4-30=200.1. :maD SEAL"sTIAtL.,noi�CorI5lDE2Eo,.TO: VAtlD 7iiLtE'CQPY: .. FILED MAP No DATE CERTIFI D. ONLY TAX 'MAP No,'R& ONLY);1:000-77- 3.-23 DISK 500 HAROLD-F.,TRA:NCHON JR P C. y> LAND SURVEYOR :66 WApiNG RN ER MANOR-RD WADWG RNER. `EU £ NEW YORK. `11792 LIC No fl48992 631 .929-4695: BOLD F_T'RANC :.2 . N LIC No1#5 :E ARCHnECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:204 251^St,Suite 203,Brooklyn,NY 11232 uc Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Office Phone:(516)2140160 LETTER OF TRANSMITTAL DATE: 07/16/2020 TO: Southold Building Department D ' GV- D FROM: AMP Architecture J U L 2 2 2020 1075 Franklinville Rd BUILDING DEPT. To ?'rHOLD Laurel, NY 11948 Enclosed please find: -360 Goose Creek Lane, Southold-Application for denial letter Regards, Alexandra AMP Architecture (516) 214-0160 Robert Mattucci ---------- Forwarded message --------- From: Robert Mattucci<southold3609gmail.com> Date: Fri,Nov 12, 2021 at 9:46 AM Subject: Final Property Survey and Railing Photo-Mattucci Permit Number#45649 To: <connie.bunch@town.southold.ny.us> Mattucci 360 Goose Creek Lane Private Rd 31 Permit Number 45649 Please find attached a photo of the new railing and property survey showing the setbacks. These two items were the only outstanding issues for the C.O. Please mail the final approval to 360 Goose Creek Lane, Southold NY. Any questions or concerns, I can be reached at 631 765 5610 Thank you Robert and Barbara Mattucci 3 Hi Connie, This is the picture of the railing as the file I sent previously you were unable to open. You should have the setback survey in my original email. When the inspector was at the house, the only outstanding issue was the installation of the railing and the setback survey which has been provided. You mentioned the Town needed the original property survey? This was provided when the variance application was submitted, along with the detailed architectural plans. This should be on file with the Town as part of the building permit. Please advise the status of the CO as I believe we're in compliance with the two outstanding requests. Thanks again for your help. Regards, Bob Mattucci On Wed, Dec 15, 2021 .at 10:11 AM Bunch, Connie <Connie.Bunchntown.southold.W.us>wrote: I am not able to open the picture. Can you please send as a pdf?And I check on the status of the CO Thank you, Connie From: Robert Mattucci [mailto:southold360@gmail.com] Sent:Tuesday, December 14, 20213:00 PM To: Bunch, Connie<Connie.Bunch(a@town.southold.ny.us> Subject:[SPAM] -Fwd: Final Property Survey and Railing Photo-Mattucci Permit Number#45649 Good afternoon Connie, I submitted these two documents back on November 12th and have not heard back from the Building Department. Is there any status on the approval and issuance of the C.O. ? Appreciate your help! Sincerely 2 , .. _. . •n-„ _.. PROJECT{.;ZONING DATPi >° • ,k' ° m REQ UIRET7'SETBAGKS c� : ._ LOT-COVERAGE LLQ w % LOT TAX MAP# 1000-11-5-25 H }a REQUIRED EXIST. PROPOSED COMPLIES DESCRIPTION AREA COVERAGE w..HH ZONING DISTRICT R-40 NON-CONFORMING m o.I a 5:s S TOTAL LOT AREA 33,46-1.8 S.F. oo°- w 4-o FRONT YARD 40.0' 43.0' 43.0' .8 LOT AREA 33,467S.F. J w z LL S m c.4 O F w EXISTING HOUSE 1,830.0 S.F. 5.5% z d B o SIDE YARD 15.0' -5.01 "75.01 YES c g o c W g EXISTING WOOD DECK 855.0 S.F. 2.5% SITE LAYOUT NOM-5, y Z-a 3.o .0 BOTH SIDE 35.0' 188 ' 188.0' YES THIS 15 AN ARCHITECTS 517E PLAN 4 15 Z w 4 w YARDS PROPOSED DECK EXTENSIONS 111.0 S.F. 0.3% SUB-ECT TO VERIFICATION BY A LICENSED .�, w o REAR 50.0' 40.2' 40.2' NO TOTAL AREA OF ALL STRUCTURES 2776.0 S.F. 8.3.05 SURVEYOR. THE INFORMATION REPRESENTEDHION THIS SITE PLAN 15 TO THE ARCTECT'S o m Fo S OW BEST OF KNOWLEDGE. a w.o s� MAXIMUM COVERAGE ALLOWED = 20% ALL INFORMATION WAG OBTAINED FROM A ¢i g SURVEY DATED APRIL 30,2001 AND PREPARED BY, u N HAROLD F.TRANGHON JR. 1866 WADING RIVER MANOR ROAD LL w o p F WADING RIVER,NY II192 w 2 z 5 T=631-929-4695 a z urzzi N17034'30"E WOW 0 4 9 W 240.0' a z — — — — — — — — — HE U)� 5 W O C R Q N �[.t QQD.QS m I I m I N I I Io 1 I _ I PROPOSED DECK PROPOSED DECK 1 EXTENSION; 60 S.F. EXTENSION; 51 S.F. I _ _ _ _ _ 50' REAR SETBACK LINE O F------------ - BUILT WOOD -----------------------------------� AS-BUILT WOOD DECK I IL W DECK W/ PROPOSED Z 1 i SCREENED-IN PORCH I O Lu � I m EXIST. 2 STORY I w I O I 51NOLE FAMILY? w 1 N HOME I Q I I EXIST. GO ED 1 — Z w 75.01 PORCH 1 I 0� 51- I _----------------------------- 40' FRONT SETBACK --- OL e-I -----------------------------------� 1 = >O w I W It V Z o0 LLJ O I LL p O p1 m I UJ %�i� pQ y�� 0 o L—————————————————————————————————---——————————— —J N a o 517040'50"W FROP05ED 51 TE PLAN OF \'� SCALE. 1'-0" = 20'-0" o a C ENERAL 5YMBOL KEY: o LLQ W W j 'r==4 EXISTING TO REMAIN NEW M"ATION WALL W ma v mWC 33 F�--� NEW WOOD nz,*w ILB. f p a S a 1- 1 STL.WBJ APPLIGABLW Z W. y JQ qm LL O Z Q }?,a-?O O"-o w U W O O 'O J a m ¢� a y51 0y8�� Gl aCZz Z0 p �J�a ¢og2 0lp,.I QZNLZ 7� Y W�j=FO�Sy yr nw ��iaaa°ds / \\ MXMT. / MST. \ caw Dom \\ / NEW cvnmsn_IN FORLN \ / UNGOIDMOtL'D 9PAOE lXI9TIN6 waoD p / .�..,�.r P_xlnw.___._ IN KIND PfnACj=Heir ——— R!t•LIG�IN KIND MST. MST. DOIW POW ALL D06TM91.ft9m NKA rp TO W.R sTm W MTN nrmeaew exrsTun g Do=61191 nw MPVKNN mm ELHIOOM TO Fi Pam D�O/W LNB RO)v LIVMO OM PP. _ ¢U MOM 21HMh2JRG0l En Q NM DINING ROOM ` EXI3TNB LIVIN9 rY16TINs pRoat4 Rr14TINS • STWw WasTIN6 LMN6 fWQreA4C2W Room A5-5UILT DECK PLAN A5—BUILT DECK 4 PROP05ED 5CREENED—I N PORCH PLANS WOOD DECK - 835 S.F. 5GALE1 i/e" = r-o^ WOOD DECK - 580 S.F.; 5UNROOM - 366 S.F. SCALE, 1/5" = V-0" TOTAL - q46 S.F. z n U > w e1 p O w > � w � z Q vi o 00 Y O o W o � /� J O M N 4.. O m �r �A NN N c a r Nd U cLL Wz3 Wo ads.: ' � uZiZma U ma�ag¢ ia3J°pa' O Cap C�j c~] W Q W a J Z Z Or- HCO � O J OO m�0a ddZ�E2 C��Q�¢pZ LLW�&No5 No¢ozj da op xg ®®®®® ooa0000a 00000000 00111:021:1 Iiii oa000000 PROPOSED NORTH ELEVATION PROPOSED SOUTH ELEVATION SCALE: 1/8" = P-O" SCALE: 1/8" = V-O" s z Lu LLI V Q Y i l9 O - 51,4997 D F- W LLI V Z Q � oc IL eNEW W00 MI NS xre:+ R�ua�ae ®" < M N O C-) M• ®®®® IL 9 od O O o PROPOSED WEST ELEVATION SCALE: I/8" _ :-O:: T.. OF N E G c a 10 rN 11 M AlmflPD w Z O �' J -D_�, E a w Lu y- rr Z OJ Z R0�E�T ���FE : H L -- -- --- o 00 O >- Rt m - LEO AL I ZE AS-5ULT LT WOOD DECK @ REAR OF RES I DENGE z 0 - FROPOSED 5GR =ENED-I N FORGH UPON EX I STI NO WOOD DECK o Q w I J _! 00 FROJEOT / .ZONING DATA - Y Z 0) o Cfl TAX MAP #_,.__ 1000-77-03-23 _ o - = (5-00a z r-I ZONING DISTRICT R-40 NON-CONFORMING - __ -- _ ___— __ ___ -- - -- --- LOT AREA j 0.8 ACRES O�OO I .00 ! PROJECT LOCATION & SCOPE ; � LLJ (D SITE PLAN & ZONING DATA I` _ Lo 0 RTIFIGATE OF OCCUPANCY - HOUSE, COVERED PORCH 8 2 Z-28457; 05/2002 GAR GARAGE 'r I J O VARIANCE APPROVAL AWAITING ZBA DECISION OaOO� .00 GENERAL NOTES - STRUCTURAL DESIGN CHARTS w ' U LOT GOYEI�AGEuj HOLDOWN, ANCHOR BOLT DESCRIPTION (FOOTPRINT) AREA gb LOT �I coVERAGE ! i ' STRAPPING, & NAILING DETAILS � - V U J FASTENING SCHEDULE I Q TOTAL LOT AREA 33467°8 S.F. _ - ' t ----- --- - ------ I FRAMING GRAPHICS ------ _= j� T .r h 830.0 S.F. BEAM CONNECTION PATTERNS :Y EXISTING BUILDING I, � EXISTING WOOD DECK 835.0 S.F. - 2.59b " ---=JE=-- - -- ---- FIREBLOCKING DETAILS PROPOSED DECK EXTENSIONS 111.0 S.F. 0.39b ---- — PROPOSED DEMOLITION PLANS - - - - PROPOSED FOUNDATION PLAN � TOTAL AREA OF ALL STRUCTURES j 2776.0 S.F. 8.3� "MAXIMUM LOT COVERAGE ALLOWED - 20� I I T - --- -J' PROPOSED FLOOR & ROOF PLAN T ! PROPOSED BUILDING SECTION f;Zr=oUIRED 5�T5AGK5 MAIN BUILDING PROPOSED EXTERIOR ELEVATIONS REQUIRED EXIST. PROPOSED COMPLIES I I 1 ��OI .00 - FRONT YARD 40.0' ll 43.0' 43.0' 1 YES ! j DESIGN DETAILS j - PROPOSED ELECTRIC PLAN j 1 SIDE YARD _ - -- _ 50.0 --- —75_0 -= 75.0 YES PLUMBING I --- - _-_ -__ G RISER SUPPLY DIAGRAM j BOTH SIDE YARDS 15.0' 188.0' 188.0' YES --REAR YARD _= _-_ ---�i = -- ----J•: --- --- 35.0 40.2 40.2' NO j 1 1 1 i NI-7054'50"E SITE PLAN HATCH KEY: — — — — — _ _ _ — _ _ _ 240.0' OF APPROVED AS NOTED �2 "' PROPOSED BUILDIN<5 ADDITION _ _ -y (" — _ m � z �� Ar U C; N ITI&NIS [� PROPOSED ACCESSORY STRUCTURE — I m DATE: �`' O2; B.P.# S "1 -A r PROPOSED 2ND STORY ( -'l-Z _ BY: �Gw` y j ;'�I,I r pGE �wE ISO � _1 ..,,:J,� DEPARTMENT AT O�p'�P�N.�1�SVI P��Q't`1 -�---- - -1— --- WHO/ ) �1 TO 4 PM FOR THE �Rp,M� -��0 v�p, Lu - - v�lr"7iJLt' INSPECTION J S. O I Fr, _>�~I((''�� - TWO REQUIRED ----- - - --- 111t< - � ----- µ `i 7 ON �OuKD CONCRETE w FR�,r IIN'G & PLUkIBING o PROPOSED DECK I " y1r LE FTR� T ON MUST PROPOSED DECK EXTENSION; 51 S.F. C.O. PROJECT.- EXTENSION; 60 S.F. ;STRUCTION SHALL MEET THE I I1i1AlTUCC -- - -- MENTS OF THE CODES OF NEW ,=11i OR ECONSTRUCT CONSBLE TRUCTION FOR � DECK C ,` Q ORS DECK & PO . b ` RCH ---- f' : A5-5UILT WOOD ~—W/ PROPOSED D DECK OFT -- - ----- --------------- DECK L SCREENED-1N PORCH ` 360 GOOSE CREEK ROAD ";r' R TRUSS PLACARDINC REQUIRED - 113.0 I Gr I I CODE- SOUTHOLD, N.Y. 11971 0 10 pm 11110 "' 1771 . +`° `"rr DRAWING TITLE: (rl "S, x x: � :"° ' PROD LOCATION Z, EXISTING 2 STORY ' . ;. & SC �-��,". ECT L OPE e� �iA 1.. f .�,,,. •y .F, e x „tt SINGLE FAMILY ,t 2 ;r "�\ �.•' ,�= =-� ."�'. W. �. ,�.,; SITE PL AN ZONING N i NG >w y T A RESIDENCE .:� :.,..,�. :,: •'>:,..<°..'.< , : k. .F� �s, E.' Ems"=. 0 �.� .;' .�.': :Rfimaa •.X:"> � _ 3< ".3 A.. ! el k «y; ` J= , 7.a• f ?x: 6, E, .a<•.. .r= .�� PAGE: s' s EXI5TING COVERED .`�' ate4, 1 00� 01000 r�"< Ea. < PORCH T 's Q a :a 75.0 ar a b. N .�YK IL d vwy .xa.r` s •:. � y•w t �,p , - y 3< t,.3�� \. tet,>•:..., .. �, , � - - --- .- ---_ _- -__ -- - .;'s .y :£ :; »f4€..::�i >"T'. j<�i"g t"'' ,tw a�E�C `',�{?$'= y�:`y •&a Via;•' �.xY ..Vit..�< a P;< 4 CF . <� �7, <° E '>:s:0. .•;3. 'Y. .} ; fit "�' ?� R .... ., DAT ` E: 10/2-t/20 a. 'M�r ,f"�y.F,2•� �' .< a:��.y.a,�, '3":�'z;"^, 'E: .�a ;,^ >a �<r �,.5„� �'f.,:, 4c„.z.y <,., ar. d:€ g ko�: "El k ..'1+'"- 6 b'S,' `� •nd $° $ e�,y:.:,'r';f *.z e ,( ;a"`h tx� AW SITE LAYOUT NOTES: {-' a AN ARCHITECTS SITE PLAN ISb, ED I. THIS IS �'" /� BY A LICENSED SUBJECT TO VERIFICATIONL M. SURVEYOR. THE INFORMATION e •�;,,A «:�` fir _� a� PLAN I S TO THE THIS 51'rE L REPRESENTED ON REPRE `•� ae> � �a Q() x\ y3� , :a..S" 'ti;,'. °;� ,: \.'�>: •,a.,i';':.';. - ,-v'' ast "3 w., ':.5.'.:,.t <<,'E }► • ARCH I TELT 5 BEST OF KNOWLEDGE. I _ .,. `•;.,..v"�� .. �,• ..�"' .�;� ,:', � ,�; ,.� r �1 in s:" ^�,� . ���'" �,,»``�' �, �`" <- Y.>a` U;. its, �..; .3 %F •c � as ;'T k4 Jn �.wF r � ;..g: i 'fix• r�, az. .$;...:.<?w,. ^.,"\�R .'g .;�: -,ay<. .�;1�,*�:' "�: .,° � � �� E 0 R INFORMATION WAS OBTAINED 3 �. :•. • M rN, DATED APRIL 30 2001 FROM A SURVEY D L lIl # ..iii ihn; :'',r„'<' ;x.. ': r e AND PREPARED BY: 71 ”" -37405 < < 51-7040'50"N — :. ,.� .. . „ ..:y: HAROLD F. TRANGHON E �. . � '� e,a . �� :; � ,�°'°:� .:' ;<;.. ;.a•. '#` ,�,. �, N 240.0 ,a'�: $'."...... Ai :.m.Y;a :, ':.ms+- <,a�"# 'a� -•• k`"•to:� b`=i' >�,,.ti J..<.s �, >, '` ..+s;. _H ___ �t: .l'+ 1866 WADING RIVER MANOR ROAD �R0�05ED �I�� �� A � Iek��a`�0��� ��• E E WADING RIVER, NY 11-712 AN T:631-q29-46�i5 LOGAT 101 MAP � Ccrtxf cantxon SCALE: 1'-0" = 15'-0" SCALE: NT5 11/1r�y 1..e �eQuired. . - ---.- - I - . I ------------.----------­-----------­----- ----- ­­ ---­-- - �­­ ­ -��------------- �-----�---�---�-------- -------- --�-. -��-=-�-�-�--�--_----�---�-���--��------- --- CARPENTRY HOOD FRAMING MATERIAL STANDARDS NOTES $ 5FE(f,lFl(f,ATlONS I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 8'75) UNLE55 THE PROVISIONS OF TH15 STANDARD ARE NOT INTENDED TO PREVENT THE USE OLA55 WINDOWS AND DOORS A55REVIATIONS a OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY I. ALL GLASS TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. L-------------------- ---- ----------------- ----------------- -- - -­ - ­--­ I - a) - --�,-----�------,-----.---------------.�--�---------- .----------------- ­'­�------­��---­ - ------ -- 0 IT is THE coNTRAcTORIS RESPONSIBILITY TO KEEP THIS OONSTRJOTION DOCUMENT BINDED OTHERWISE NOTED. PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING - - ---- - - ------ -- - - - - -F----------------- - ---- ,! -- ------ ------,---- - ---, I < BOARD �K I KIPS (1000 LBS) F- 0) TOC-iETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, JURISDICTION FINDS 5-Y' EXPERIENCE, MODELING, OR TESTING 5-i- AN APPROVED 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER FBI:;,.-- -- ----- -- --l'-- ----- - -.--­----------- ­­--­­---------- ----- -- -- ll----,------------------,-----,-- - --- - - -- ------ ------.------ a - 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH COAT. MAINTAIN - - - - - -- - ------- -------------­ ---- - - -- -- - -- -- - --------------.-.----- SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR CLEARANCES ARE PROVIDED. I - - -------l' -- --- --- - I- ------------- - - ---- uj z 0 a" MIN. FOUNDATION EXPOSURE. -------­­- ­­- - 1.----- --- ---- _-­-_­-_--- ---- L--------------- -.1 - - - - - ----------- ------- -1 LLJ =) CNI ,H PRODUCT OR PROCEDURE I BFE �BASE F`Loor�) ELEVATION GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH - ----------1 I ! SPEC.'S 11 MANUFACTURERS SPECIFICATIONS -- ______ _______j MANU. 5 � ,------­­- ­------,.:: -- --- - - GENERAL 5. 5ILL5 TO BE F.T. AND SECURELY FLASHED 5 - -- - � ­- -- BUILDING ----- - -]l --- I ----] . 11-- ri zwo,. SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF TH15 DOCUMENT 5. ALL SLIDING OLA55 DOORS, SKYLIGHTS, AND ANY OLAS5 UNIT INSTALLED - - -1 -- --- MAX. 11 MAXIMUM - ­-� �� -=­------- -- -i T-i V41TH A TERMITE SHIELD, ALSO I-DO. PROVIDE SILL 5EAL/IN5ULAT10N. 51ZE OF SILL TO BE (2) 2"xb", UNLE55 0) (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN V400P WITHIN 15" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, I �----- =�­­­� ----- --- --- � --- -------jL----­ *- I-- ------ � ­---------- -- �� -------------- ----- ------- -------------------------, I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EX15TINO STRUCTURE. COUNCIL'S V400D FRAME CONSTRUCTION MANUAL AND TH15 P5 FORMAT, AS UNLE55 OTHERWISE NOTED. !BEAM -- 1 -----7l------- -- - -- - -- - ---- ----------------- - < Lu . ---li ![MECHANICAL ; I uj i I APPLICABLE BUILDING DEPARTMENT. APPLICABLE AS A DERIVEr:> HOIRK). ­--­-.-------- - --- -- ---------------j MECH. I . >- ---- -�- -_� -­--------- ------------- ­ - - - I --- -- ­­­­ - ­- ------------------�._________----------------,- 4. ALL OLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH --- ------- -- ---- - ­­]i - - ------ ----- - -- - 1 r---- -------------- - - - ---�------­­ -___j rR 4. AT FLUSH FRAMING USE lb GAGE METAL JOISTS HANGERS BY 'TECO" OR B.C. ; X I 0: 2� - I-------------�------------------,-------------------------------- , .--- ----. ----- ­­­�­­------ ---­------­----­­ ,-� ­-­-- -- -1 i . I! BOTTOM OF � IN. I MINIMUM PERFORMED IN A WORKMAN LIKE MANNER. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, MANUFACTURERS SPECIFICATIONS. � - ------A 2. ALL CONSTRUCTION SHALL BE PERFOP EQUAL. -- ---------, -------------�-------------------- - -Im -- ---I---------- - --- ------ ----- - ­­=._­-­--- - ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING PREFABRICATED HOOD I-JOISTS, COMPOSITE LUMBER, NO -- - -- -i =: z 57RUr-TURE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. ALL HINDOH5 TO BE CAULKED AND SEALED AS PER NEW YORK STATE I BOT. BOTTOM _____________]I NAVD5a 1�NORTH AMERICAN VERTICAL DATUM OF lalaa I i 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED HOOP TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL ------------ - -�50----------­­ i >- --------- -- -­-------- - - ---­�--��lj� --�--­ -­� -i t --------------,--------------------- - - - - --- ---1 1 NEW YORK 017Y BUILDING CODE - - -­- - --- - ------- --- -- ENEROY CONSERVATION CONSTRUCTION CODE. ­ , ­- - - - -i ,AL COMES �BOTTOM OF WALL NYC E30 I F- U-) �C NATIONAL, STATE, AND LOCAL FLOORS, ROOFS, AND HALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING B.O.W. , --- ------:__ -- - - -- - -- . - -­ - - ----- lL.------- - ­­­ ! , -- 1� - � 5. ALL WORK SHALL CONFORM TO NA7 RULES SPECIFIED IN 1.1 THROUGH 1.5. - - - -- ---- ------ ----- ---- ­�a­­=� - -- -----� ---­­­­--­­ ­­­­­ ___j m 0) C) AND AUTHORITIES HAVING JURISDICTION. b. FROVIE��F- FLA5HINO PANS UNDER ALL SLIDING OLAS5 DOORS, WINDOWS, OR - - -- ---------- -------,F------------- ---- ---- =�­I 6. DOUBLE ALL J015T5 UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, J. CEILING JOIST O.C. ,ENTER 1 I.I. LUMBER: ALL HOOD MEMBERS USED FOR LOAD-BEARIN5, PURPOSES, ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. Lr-.------.----- -I[----- -------------­ I � C) o o U.O.N. - - -- - - -11- j ON r ---------­---- -- -.---------­ ­­- �­ --­ -- - - -­ ! ---- ------ ------ - 'r 1. ALL EXTERIOR DOORS ARE TO BE WEATHERED 5MFFED AND PROVIDE DOUBLE 1 OCG. OCCUPANCY ii 4. ALL UNNOTED OR NON-VISIBLE EASEMENT5 ARE THE RESPONSIBILITY INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED DE ALL ----]I -- --- ------------- - - ! OF THE OWNER/BUILDER BY THE C-RADEMARK. OF A LUMBER GRADING OR INSPECTION AGENCY [DBL. - ---- ---- - - -- ----------J:-- -- --- j ; >- It m -7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 5-1/2" BEARING - --- -- --- ----- -- - ---- - - --���­ .--- 1--­-­�­ HHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. ­­­-- -- �­­­- - - -- ­ - �l AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE - -- -fPBFE ---- I l ---- BASE FLOOD ELEVATION 1; . = - I--------- -A i -, OF PLANS AND/OR,JOB CONDITIONS �DFE -----J DESIGN FLOOD ELEVATION i 5. ANY OMISSIONS OR D15CREFANOIEE -FORE PROCEEDING 5. MIN. HEADER TO BE (2) VxIO" UNLE55 OTHERWISE NOTED. 5RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR e). ALL OLA55 15 TO BE FREE OF 5r,RATCHFS AND IMPERFECTIONS. 5LA55 ---------- - - ----- --- ---- - ---------[- ------_ --I- - --- -­- ----�-----------------­- 0 SHALL BE CLARIFIED WITH THE ARCH 11"ECTIEN01 NEER BE SHOULD BE -GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. im. - DIMENSION m 6 INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE [p- - ------7�- �­­­­ - --­-- - ----- --- I P. CONC. POURED CONCRETE � WITH THE WORK. ---- -- ----- - ----- ----- - - - .-----11 - ------ ------ _ ___ �[ F- CC 11. ALL HOOP SILLS AND HOOD IN CONTACT NITH MA50NRY/CONCRETE TO BE REGUIREMENT5 OF U.S. DEPARTMENT OF COMMERCE P520-cicl. - - - - - � ----- --------- - ---­----- I - - - ---,--,-----I----------�­-I----- --�----­­ --.------ i FL. z P.T. q. ALL WINDOWS TO BE ANDERSEN IF CONTRACTOR 15 TO SUBSTITUTE WITH D.J. , 6. No DEVIATIONS OR CHANOE5 TO THE STRUCTURAL 5Y57EM SHALL BE MADE I- ­-- ----------_-- DECK -­--------- ----------- - --------------:l_ PLATE I < uj UNLESS APPROVED BY THE ARCHITECT/ENOINEER. 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE ----- ---- - ----- -------- -------- -- - - ----------------.---- -" --------IL-----,- -- -­ - .. -------,I -j - -- 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE THE PROV15I0N5 OF ANSI/ALTO A I clo.1 STRUCTURAL GLUED LAMINATED CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH [I-A. ��EACH -LYND. I PLYWOOD I I I =�.00 -- ----- -­­-------------- --------. j f ---. -------- 1 -7-005. GENERALLY, 5HEATHINO IS OF 1/2" THICKNESS ON NALL5 AND -, - ­------- -----j- ____ ----------.--- ------­---­---- ------­---------­--- , > we C) -7. CONTRACTOR To VERIFY DIMENS10145 OF FOUNDATION WITH FLOOR PLANS ON PAGE C TIMBERS. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE - ---- --- ------------ ------------ -1 ---.--.--.-. --- -- - - ---- --- - � ---------- I ROOF AND 15 OF ODX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS ELEV. -- PRESSURE --------] Z 0 CD CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, _J[4�EVATION P.T.P TRE55URE TREATED BEFORE THE START OF FRAMING I - - ------------------------------ �-- -3 REQUIREMENTS WHEN F ---- -il FOR ADDITIONAL NAILING OR DIFFERENT NAILING 1.5. PREFABRICATED V400D I-JOISTS: ASSEMBLIES USING PREFABRICATED ROUGH OPENING, U-FAr-70R,LIOHT AREA, VENT AREA, AND EGRESS * - ---- ------- ­-L----- - - ------- -, .- UIP---------------1F��------------------- -- -------------,�---�-,--��-�=�-�- - - ---- M :F-- ----- I 5. DRY HELL5 AS REWIRED BY 5TATI�- AND LOCAL CODES. APPLICABLE. HOOD I-JOISTS SHALL MEET THE PROV15IONS OF ASTM D5055 REOUIREMENT5. . U IPMENT ---- --J!REav !l REQUIRED � T-11 C) - - - - - - - ­-------­-------­­---- ;_____---------------- --0-- ------------- -- ,-.---- --------------- --,---,-.----------- ----- -------­­�- I STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING --- ------- ---- I--- -------------------- --- ,­­­ z:�­­­­1 -Ilc ci. DO NOT 50ALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF r-r,>X GRAPE. STRUCTURAL CAPACITIES OF PREFABRICATED V400D I-JOISTS, 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE 1[ 1 1 � z >- 1* -ExisnNo I Rf I R15ER , SCHEDULE ON PAGE 0-005 AND C7LUEI';), U.O.N. --------] -- -----.---�----------------------------------- �-!�� --_-----------L-----,------.-- - z NAILING ASP FASTENING 50HEr DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL TEMPERED OLA55. - -- -----------1, < ----------- --------- --- - ------ - -- ---- --- --------`------- - ---- -- �­�-----�­­�­­-- I EXT. EXTERIOR 1[RM. 11!ROOM � w -j c� 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS CODE [-- ----_--------] -, ;I 12. EXTERIOR 5HEATHIN 67 TO BE COVERED WITH TrVEK' HOUSE WRAP OR ---- �F��iip­---- - - - ------­­-_---,- ­-- ----------j--- ­--------- � u- - - -- - - � - - ­­-,-.,--,-------,. -- ______________---------.-.---------------------,--- --,--- ------- CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL EVALUATION REPORT. 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM HINDBORNE DEBRIS. -- - --------- ---- ------- -- -- .---------­.-- ---- - --- -------­-­­----I Lu (c) -------I I I APPROVED EQUAL. &LAZED OPENINO PROTECTION SHALL MEET THE REaUIREMENT5 OF THE LAROE F.A.I. R.R. Lo m T-i _ _____jFRESH AIR INTAKE: -i� ROOF RAFTER i I- . -- - -­ - --------- ----- - - 1 -R I 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY FORTILLO, RA 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR A55EMBLIE5 M15SILE TEST OF ASTM Elaillb AND A5TM El&e)b AS MODIFIED BY 2020 NY5 50 ----------.- - -- ­­-- LR ­ ---------------- L----- ---------------------���,- - -- - r- =3 Lo --- - -1� -- ------ ­­­ -- --­-­------ -- ----- ­-� ��-�-�­�- ! 15TEEL � C) < a PERMISSION FROM THE ARCHITECT. ASTM V5456 STANDARD SPECIFICATION FOR EVALUATION OF THE REaUIREMENT5 OF AN APPROVED IMPACT-RESISTANT STANDARD OR -------- - -A ri -j AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN I EN 15. BLOCK EXTERIOR STUD HALLS AT HALF STORY HEIGHTS AND AT USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF SECTION 501.2.1.2.1. OARA67= DOOR OLAZED OPENING PROTECTION SHALL MEET AREA RATIO BTL. 1 UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. lf� ---..---J - ----- - - --------------- - - -----------------"------------- ---------] ------ ------------------------------- - -- -------i I- - --- ----------------- , -- -- - - -- - -----------jFs-,,---------- - - SMART--------------------------- - ---- -- - 11 STRUCTURAL COMPOSITE LUMBER PRODUCTS, TH15 DOCUMEN, THE AN51/t)ASMA 115. F.A.V. III FRESH AIR VENT 5 V j VENT 12. THE ARCHITECT 15 NOT RETAINED F:oR SUPERVISION OF THE WORK AND 15 14. PROVIDE WOROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS I--== I ­ -------------- --------- ----------------------.�--�-----� JL *--* -------.------ I------------..--- - - -1 ---------- IF ----------------------- ------ ----- - -- iF-- - ---- -------- --------- -- - --- - ----- ---_ I RESPONSIBLE FOR PF-VeN INTENT ONLY. EXCEED a'-O" AND AT EVERY &'-O". SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORT. 12. AS AN ALTERNATIVE TO N07E #11 ABOVE, HOOP STRUCTURAL PANELS NITH I FINISHED FLOOR 1 TBD � DETERMINED - ----- ..... �F- - ------------- ­­-- - ­­­­­--------- __I 70 BE - ------------ -- - ----- I - -- -----­..­­ I --I------------ --,I -- - - ----------------------------- ---------,---- --- ---- 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE A THICKNESS OF NOT LE55 THAN a" AND A SPAN OF NOT MORE THAN 8' SHALL F --]�FIRST FLOOR ELEVATION - - 1:TEMP 0L. . ------------------------------------ -------J 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 1.5. PREFABRICATED HOOD TRUSSES: ASSEMBLIES USING PREFABRICATED BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND ii FF ELEV. I ULJ I 11 GLASS -005. l� - ­­___ -- ­-------------- -----------------------i L---.-_______________ 5 HOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ATTACHED 70 THE FRAMING 5URROUNDINO THE OPENING. PANELS SHALL BE - - -- -__ _jI TEMPERED C I 'I THK. THICK ----- -------- ---- - =) - IF -----,----------------- ---''---- --- - ---- - --- ­________­­_ ­ Ix _ _ __ _ W. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY CLEAN AT ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REaUIREMFNT5 AS PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS F.J. ------ - , ---­--- --- - - - ------ - - ---- .-.-- ­­­- ­­_�]L �- . 1 TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE PER, THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE ------- -­ J I RUBBISH, HASTE MATERIALS, TOOLS, ETC., CLEAN GLASS AND LEAVE WORK NECESSARY. - -- ---- - --- --- -- ---- - - - - - - - -- --I ------------- -- ­ ­ �_­­­-- ---­------- - Q �---- --- -- --------------------------------,----it----- ------------- -­--------------­ uj ---- --- - - - , --- - - - - -------------- ---­--­----- .----.-- - --- --- ,-. - ��­=- �- , ON THE BUILDING. 1 FR. - --j-m;i�Mi ]�Tr f '! - ------______. 0 OR THE MANUFACTURERS CODE EVALUATION REPORT. CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED -- I BROOM CLEAN. CONNECTED V400D TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT �FROE -1 17��O�F�l RESISTANT CONSTRUCTION ELEVATION �i T.O.N. I TOP OF WALL - * 11. PROVIDE ALL NAILING AND 57RAPPINO ADDRESSED ON PAGES 0-005. I I I --------1 -- - - --- � - - --- ,--- --- - -- - -----==- - - --l'. -­=Lt�o =: 5. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 15. AT WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL i-------- - ­­ ���� -- �r---------------- ----- ----� �--- ---�:.-.----�=--=-�-� --��--�--�--�-----------,-- --I 0 .- -i I -j LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES MEET THE PROV15IONS OF A5TM 056 SPECIFICATION FOR GYPSUM I FRPR. FIREPROOF i TYP. 'TYPICAL -- OENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF HALL ABOVE. SUB -7 SPECIFICATION FOR GYPSUM LATH, OR ASTM r--7q I------ - ---------------17-IR--F--------�-----.-----------��,--� 1�- ----- - ----___,-- . ----------------------- �­---------- i - -­�--------­-------­-----------­­- --------]I = AND ORDINANCES. FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM 03 � . - __-- _---- - - - ��­­-��--------I - UAP I - - - - i -1 UNLESS OTHERWISE NOTED- < SPECIFICATION FOR GYPSUM 5HEATHINO BOARD. ELECTRICAL: II GYP. BD. -lro�f*m BOARD � 11 U.O.N. ­., -l.-----------------, 16. THE CONTRACTOR SHOULD FULLY GUARANTEE H15 HOR< AND THE WORK OF ------ ----- ---- - - -- - --- - - - - --:-------------------- ------ --- ----- -------------------------------------_______._ I I , ­�;­ Icl. AT ROUGH OPENIN55 PROVIDE ALL APPLICABLE NAILING AND 5TRAPPINO 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM F -- ---- ----------------------------------- -- - - - - -11 , Z ; 1- -­ H.m. HOLD DONN V.I.F. !i VERIFIr IN FIELD i � � , -7, THE 51.8-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR, AFTER AS PER PAGE 0-005. 1.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL - ------------l------------ ---- ---- -- - -- - --- -- - - - I . TO 201-7 NATIONAL ELECTRIC CODE, NFFA -70 AND 20.20 NEW YORK STATE �I ---- -- - -----�--����_-�--,--------------- --11--- --- --- ------- -�-�7��=---------- I- , COMPLETION OF PROJECT. MEET THE PROVISIONS OF ANSI/AHA A155.4 BA510 HARDBOARD OF i ------- - - --- - ------�---J,------.---------,-----� . . I ENERGY CONSERVATION CONSTRUCTION CODE. L- - -------------,--------------------- -- 1 7- I �l� AN51/AHA AL55.6 HARDBOARD SIDING. �HDR --]F�Exr�'ER H/ �� WITH . i , 11 , 1XI , 1, 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN .. � ",,III -7. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, - - --- . -- ------ -- - -- ­­- -- -- - -­_­­-- ------ ------------ ­­­� - - - ---------- ------­---------------­- I 4m 1 2. CONTRACTOR, WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON i---- ------- - �- ­-­ - ­--- --------- ---­ - - ACCORDANCE H/ ANFA 022;WHERE DRILLING AND/OR CUT'11NO OCCURS, FIELD ------ - -- I- -- --I[----- ---- --- -- ---- - . AROH17EOVENOINFER, AND THEIR AGE AND EMPLOYEES FROM AND 1.5 STRUCTURAL PANELS: COMPLETION OF WORK. �� HNOR [HANGER ND. l� Nool�) , Ile , -F TREAT LUMBER wl COFFER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I--------- -----­­-----­----------- -------- -----------­­------- ------ -- - ­----­-- , I--1-1 Im , AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING [------ ----- ----- - ---- -­ -------]I ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHIN6, PIPPIN&, OR SOAKING UNTIL THE HOOD ------ --------------- -- --- - - L. ZR -7----------------------- -- - - ---_­�­- .. I I M - ABSORBS NO MORE. ALSO, FOR, HARDWARE USED WITH F.T. LUMBER, 1.5.1. PLYNOOD: PLYNOOP USED IN STRUCTURAL APPLICATIONS SHALL 5. SMOKE DETECTORS, IN CONFORMANCE WITH NFFA '72: IN5UL. - ------1 INSULATION 1;; ZONING RESOLUTION- ESOLUTION -1 DAMAGE, L055 OR EXPENSE (A) MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE - --- I THE WORK PROVIDED THAT ANY SUCH CLAIM, r - GENERALLY, VERIFY OR, FROVlr��F- HARD HIRED l�---- ------- ---- --- - --- --- ----- ---- - -- - -- - -- .--- - --- -- - -ji ------------------------ ------- - , 15 ATTRIBUTABLE TO BODILY INJURY, f-:,Ir,KNrz55, DISEASE OR DEATH OR. TO CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND SMOKE DETECTORS H/ BATTERY BACK-UP IN: i ­- ]I-- - - -------­--------­.--­---------------------- - - - - ��INT. R INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY ­­­­ -------�Ll�T��10----�--------------- -� --� -- ------- -­­--il ITSELF INCLUDING THE L055 OR USE RE5ULTINO THEREFROM). (B) IS CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER 15D., SILL PLATE, DECK CONSTRUCTION, PRODUCT STANDARD 2 0152) PERFORMANCE STANDARD FOR A. EACH SLEEPING ROOM WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. B. OUTSIDE OF EACH SEPARATE 5LEEFINO EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY AREA IN THE IMMEDIATE VICINITY OF - --�-==���----------------------- - - ---- ------ -----,-.- ------- A. TRU55 JOIST McMILLIAN LAE MICROLAM ��-= == -- - �------­-­-­ .---,----- -------- - ­­-­------BE LIABLE REGARDLESS OF WHETHER. OR NOT IT 15 CAUSED IN PART BY A B. GEORGIA PACIFIC 2.OE 0-F LAM 1.5.2. ORIENTED-STRAND BOARD (05B), HAFERBOARD ORIENTED-5TRAND THE BEDROOMS (GENERALLY THE HALLWAY) F- - - - - .------------------ -- -­- - PARTY INDEMNIFIED HEREUNDER. BOARD OR HAFERBOARtD USED IN STRUCTURAL IONS SHALL MEET TABLE R501 .7 A I PSL (PARALLEL STRAND LUMBER) DENOTES: THE PROV15IONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY C. EVERY LEVEL OF V�C-LLINO I CLIMATIC $ OE00RAPHIC. DE51ON CRITERIA A. TRUSS JOIST McMILLIAN 2.OE PARALLAM �--------­­-­--­­ ­­---- - - ==== - -- 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING PRODUCT STANDARD 2 (PS.2) PERFORMANCE VOLUNTARY PRODUCT (BA5MENT, FIRST FLOOR, $ SECOND FLOOR, ETC.) ALLONABLE DEFLECTION OF STRUCTURAL MEMBERS - ­-­-------.------------- - - ­=�­­ ----- -== BUT NOT LIMITED TO FORM WORK, BLOCK WORK, FRAMING, NAILING, PL ALL TO BE INSTALLED AS PER MANU. SPEC.'s 1! -- OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR STANDARD FOR NOOP-BA5ED STRUCTURAL- USE PANELS OR ----- GROUND SNOW LOAD 11 25 LB APPLICABLE COPE EVALUATION REPORTS. -- - -- --- ---- ---- - --_--------=--­---------------------- . - -- ----------- -----I f 1�-----------.- -- -------I To BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE 0400D ! I ------ALLOWABLE- - --- -----� ---------- ---- I APPLICABLE CODES, AND 500D PRAOTICE. DEVIATIONS FROM THE DRAHINOS FRAMINO MATERIAL STANDARDS SECTION, THE OOVERNINO BUILDINO COPE, 1.5.5. PARTICLE BOARD; PARTICLE BOARD USED IN STRUCTURAL 1 5TRUC.TURAL MEMBER BASIC HIND SPEED �i 150 MPH I AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S � DEFLECTION 1 ------� AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY ----------­------­--­ ------­­ I � ---­--- --­------ ------.-- -----� 001:;�E EVALUATION REPORT. FOUNDATION CONCRETE, AINO MASONRY --- -- -- - -- - -------- � ---- -------- ------- - I � AUTHORIZATION OF THE ARCHITECT/ENGINEER. REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS CODE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT RAFTERS HAVING SLOPES GREATER THEN 5/12 I— ---- --- EXPOSURE CATEGORY I] 6 � I EVALUATION REPORT. I i 11 � � ----- ----- -1-- ------------------- 25. NOTOHE5 IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL APPLIES TO THE: NEW WORK BEING PERFORMED AND SHALL COORDINATE THE L/150 � I IA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS W NO FINISHED CEILING ATTACHED TO RAFTERS ! I� NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RArrER SPAN. NOTCHES IN THE 5UE3-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF I OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. --- ----- ----------- -- - ------ - ----- ­---­----------- --�--------- - ----- -------I I SEISMIC DESIGN CATEGORY i E3 � I PERTAINING ARE TO BE FIELD VERIFIED. SHALL MEET THE PROVISIONS OF ANSI/AHA A1014.1 CELLULOSIC I i - RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT FIBERBOARD OR ASTM C205 STANDARD SPECIFICATION FOR INTERIOR KALL5 4 PARTITIONS ; H/1,50 i� I -- --------------------- � -----------------i I I 1 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. F50RED HOLES ARE LIMITED 2. ALL FOOTINGS TO BEAR CN FIRM,VIROIN, UNDISTURBED 501L ---------------- I ,I I HEATHERINC, i SEVERE I I IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER r,'EPTH AND THE EPOE OF THE CELLULOSIC FIBER INSULATING BOARD. --------q------------------ ------ I -- . ----. ------------- � ------­I i I WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. i --ii I HOLE SHALL NOT BE CLOSER THAN 2 1 NCHE5 TO THE 70P OR BOTTOM EDGES. 5. 501L TO HAVE MIN. 5EARItO CAPACITY OF (1) TON/SG. FT., U.O.N. FLOORS 4 PLASTERED CEILINGS I L.�560 i I FROST LINE DEPTH ; 51-0.1 �l !I ------- --- .11 - - ----- --­­ ----------- -- -..-------------------------,----------- ----- --- i I i 1 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 1.95.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN � I[------------------ �� ---------------­----- 24. NOTCHF5 IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. ; i I SPECIFICATIONS, UNLE55 NOTED OTHERWISE. 577JP LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 1 4. FOOTINGS TO REST A MIN.OF 4'-O" BELCH GRADE, UNLESS ALL OTHER STRUCTURAL MEMBERS I L)240 �jl TERMITE . MODERATE 70 HEAVY I I I I MIDDLE ONE-THIRD OF THE - 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL OTHERWISE NOTED --------- ------------,---- --------��--��------------.------------� i ! I i 22. PROVIDE FIREBLOOKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5 ----------- ------------------------------� I i HOLES SHALL NOT EXCEED 40% OF THE ACTUAL 57UP DEPTH AND THE EDGE REGUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION EXTERIOR NALLS, H/ PLASTER OR STUCCO FINISH � H/36o I I I � REPORTS. 5. NALL5 TO BE POURED CONCRETE OF 51ZE SHOWN ON DRANIN05, U.O.N. ­- - � ------------------------------.----- �i------- -----------------,-,---1! ILICE BARRIER REaUIREV YF-5 i � i - OF THE HOLE SHALL NOT BE CLOSER THAN 5/&" TO THE EDGE OF THE STUD. ]l� I __L I I I i I ---.-- i I UNAUTHORIZED USE UNDER FEDERAL LAV4 BY THE ARCHITECTURAL WORKS -- �------- --- -- __ -__­ i I - PLANS ARE PROTECTED AGAINST ANY ---- --- --- -- ------ . - ------------i� 23. PLEASE NOTE THAT THESE NOTCHES AND HOLES SHALL N07 OCCUR IN THE SAME CROSS-SECTION. 2.2. FA57ENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL (o. NO BACK FILL SHALL BE PLACED A5AIN5T FOUNDATION HALL5 EXTERIOR HALLS - WIND LOADS K/ BRITTLE FINISHES L/240 11 ,- -- --= I i COPYRIGHT PROTECTION ACT OF Iclq0 (AHSFA), PqHir.H HAS SEVERE PENALTIES. UNTIL 1!-�T TIER OF FRAMINO 15 IN PLACE. -------- ----------------­--­ I ------------------ 1 1 CONFORM To THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. 1 ! I � EXTERIOR WALLS - WIND LOADS K/ FLEXIBLE FINISHES I L/120 CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, -1. FOOTINGS TO BE POURED CONCRETE OF SIZE 5HOHN ON DRAWINGS. I _71 1 25. FOR NEW HALLS, A PERFORATED 5HEARKALL SYSTEM 15 USED. THT= NOTES, AND TABLES ON PAGE 0-005 6 5-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME 5 15.2.1 SQUARE AND . - -----------------3l------ --------.-- ---jj I CObF5 AND REFERENCE STANDARD: SPECIFIES THE REOV NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). -- --- - - ­---­-­ -­----- I 1 I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 5. ALL OPENINGS FOR, BEAM POCKETS, UTILITIES, ETC. TO BE FILLED -- ---- -------------------------.-------------------- -- .------ - . (�n- SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING SOLID WITH CONCRETE. . -------------.--------,-------------�--------------� --= I z � STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 SCHEDULE). HOEDOWNS OFF-RATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAO 5CREN5: LAO 5CREH5 OR LAO BOLTS SHALL COMPLY HITH ANS1/ -- I ui NEHYORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK i I 2 ! 5HEARKALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. 5FEC.'s). ASME Bl8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). A. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 5-005. 2 i I � STATE ENEROY CONSERVATION CONSTRUCTION CODE. STRUCTURAL r�)ESION LOADS �� I . HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND,/FLOOR PLANS. 0 1 . 2.2.5. TRU55 METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 25 ­---­]� 0 1 ! � 2. REFERENCE STANDARD USED FOR ALL V400D FRAMING,CONNECTIONS OF ------- -- ---- - - ----- - -- -----­r----------------lj-- --------------- I I � I - -� - I------­----------­­------ V400D FRAMING, AND CONNECTION TO FOUNDATION - 2015 V400D FRAME 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REGUIREMENTS OF ANSI/TPI 1 NATIONAL DIESION PAYS OF 4,000 P.51, U.O.N. I I -------t------ 1, >; I HOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED HOOD TRUSS CONSTRUCTION, Lj5E !� LIVE LOAD !IPEAr�) LOAD!! I i ASSOCIATION 11 ,� w I I CONSTRUCTION MANUAL BY THE AMERICAN FOREST S PAPER A550C THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS I - - - - - -- -- -------I --- , it - (AF4FA) AMERICAN HOOD COUNCIL (AHO). TREATED HOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. 11. CONO. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH r- -.----,------------ ---------:--.------ -_--- � - ­-­-.----- ---- l--------==i ----I. I ---il - - -------------!;- --- --- --- ----- ­-----­---------- I.------ !! 1 I I! I I HALL H/STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. ro MIL. POLYETHYLENE VAPOR BARRIER UNDER EXTERIOR BALCONIES 1 40 psf 1 15 psf 11 I � 5. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE SECURE Pq/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS a - --- ­--------- ------� --------��­­­- -------,I I ii i I � I PLUMBINO CODE. EXIST. KALL5 4 12" LONG HOOKED BOLTS ® NEW FOUND. HALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING 51ZE AND 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. I I cd 40 psf i: �- POSTING a G.M.U. HALL SEE PLAN FOR REQUIRED REINFORCING (a MIN. 16" I I !I �� < � GAGE ARE SPECIFIED MINIMUM ASTM A-655, STRUCTURAL GUAL17-T', i DECKS ----------- ----- ---- ,; 15 psf i GRAPE 53 STEEL 5H�Lll­ BE USED. OTHER METAL CONNECTORS SHALL 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ---l�--------------- ­----�� a 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE P41PE 5 COUP5E5 OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). --�------------ ; I MECHANICAL CODE AND 2020 NEW YORK STATE FUEL 0A5 CODE. HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING COPE AND ANY (1) HALL TIE PER (5) Sa. FT. PA55ANOER VEHICLE GARAGES I i 50 psf i: AS PER PLAN Ii ---- - - ADDITIONAL REOUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S i� IN A 5HEARHALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE N/ � � i �---- -----------­­------­----------r-------------------1 ---1 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201-7 NATIONAL ELECTRIC STANDARD SHEARHALL HARDWARE (4/ NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, i i r --------------- I PROJECT: CODE, NFFA-70 AND 2020 NEW YORK STATE ENERGY CONSERVATION MAX. 5.21-011 O.C., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. ATTICS WITHOUT STORAGE (MAX CLEAR HOT 1 421 10 psf �l 15 psf ,AFS a STEEL COLUMNS TO BE MIN.Y4" BENT PLATE V' LONO 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 166-1 STANDARD I- ----- -------- U.O.N. V41TH TOP C -- ---- ----------- - ---- - ------ --- ------ -- ----- � -- --------------- - CONSTRUCTION CODE. v4/b" RISE 4 W(2) 5/4"4) BOLTS THROUGH CENTER LINE: OF VERTICAL LE55 SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. 15. APPLY (1) COAT OF TAR EASED WATERPROOFING TO EXTERIOR OF FOUND. i I � SET 6" DIST.,U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. FROM FOOTING TO 2" ABOVE FINISH GRADE. I ATTICS WITH STORAGE (MAX CLEAR HOT > 4:2") 1 20 psf I----- 15 psf I . I MA17UCCI 2.2h. PNEUMATIC NAILS AND STAPLES: PNEUMATIC, NAILS AND STAPLES �-------------------------------------------------------i:---- ----- -------­ -- -- ----- GENERAL WIND PROTECTION CONNECTION NOTES: SHALL MEET THE REOUIREMENTS OF THE OOVERNINO BUILDING CODE SEEP AN SLEEPIN5 ROOMS � 40 psf15 psf IADAPTED FROM STANDARD FOR HURRNRE515TANT RESIDENTAND ANY ADDITIONAL REGUIREMENTS AS SET FORTH IN THE 16. NO CONCRETE OR MASONRY HORK 15 TO BE PERFORMED IN TEMPERATURES --- - --- ---- -------�, DECK & PORCH OF 40'F AND FALLING, UNLE55 APPROVED BY ARORTECT/ENSINEER. NO;55TD 10-clq AND 200 SEC HIGH V41ND EDITION HOOD FRAME MANUFACTURER'S CODE EVALUATION REPORTSCONSTRUCTION ASPHALT ROOFINQ 5HIN&LE5 CONCRETE SHALL BE PLACEOFROZEN SURFACES. INO ROOMS 11 0 psf 1 15 psf I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION HALLS, I. ALL 5LCPF-I;) ROOFING 5HINOLES SHALL BE OAF-CLA55-A ASPHALT ROOFING ------ ------------------­-.­----- -- . --�I------- ----------- I. : -----------.-.---------,------------.. SHINGLES OR APPROVED EQUAL. 2.2.1. SCREWS: 5CREH5 COMPLY WITH ANSI/ASME 6 15.6.1 . FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. r. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY ­ ---------- STAIRS, 40 p5f 1 HOOD50REN5 (INCH SERIFS). ARCHITECT/ ENGINEER. I ,I 15 psf ----------­[ -----------.­.- � ---.1- -------------- 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 2. 5HINOLE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE I i I 360 GOOSE CREEK ROAD INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IBr, SHALL NOTED. ALSO, CONTRACTORS 01-TION TO APPLY GAF-WEATHER-WATCH ICE 15. PROVIDE BITUMINOU5 ,10INT5 BETWEEN 5LA55 AND FOUNDATION KALL5 AND f GUARDRAILS ANDHANDRAILS---- - ---- I 200r 1 15 psf BE USED IN ACCORDANCE WITH MANUFAOTURER'5 RECOMMENDATIONS. AND HATER BARRIER FROM EDOE OF EAVE TO 24" INSIDE EXTERIOR HALL WHERE EVER APPLICABLE. I- ------------------------------- ------i----------,II­-llh ---­­­. -- ---- I , N.Y. 11971 -5. METAL PLATES, CONNECTORS, SCREH5, BOLTS AND NAILS EXPOSED LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. IA. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A i I i 5. PROVIDE FLASHING NECESSARY FOR HATER TIGHT AND WEATHERPROOF MECHANICAL CONNECTIONS: ROOF LOADING, (LIVE = GROUND SNOW LOAD) � 25 psf i� i2 psf FOR ATTIC, I I DIRECTLY TO THE HEATHER OR SUBJECT TO SALT CORROSION IN COASTAL MIN. 10" DEEP PROJECTINS, V ON EACH SIDE OF THE FOUNDATION WALL. I 11 15 psf FOR OATH. DRAWING TITLE: AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. CONSTRUCTION. 1. ALL MECHANICAL CONNECTION5 SPECIFIED AS "SIMPSON" MAY BE PROVIDE 7HO #4 DEFORMED BARS CONTINUOUS IN THE F0071NO. ALL 4" THICK �-- ----''. ­­ � 11 . - -- -- ----- - ----------- CONCRETE 5LAE35 TO HAVE(ox(b 10/10 HELPED HIRE REINFORCING. .- - ------------ .-­L-- ------ --- -­­�- ------i -- -- --- ­­­­ --- ­­- --- 4. WHERE WINDOWS AND DOORS INTERRUPT HOOP STRUCTURAL PANEL 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH GENERAL NOTES SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE SPECIFICATIONS. 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED ASCE -1-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) STRUCTURAL DESIGN CHARTS PROVIDED AT THE TOP AND 6017-OM OF CRIPPLE STUDS, HEADER STUDS BY "SIMPSON" MANUFACTURER. AS IN SOLID 4 SOUND CON1017ION WITH AN EXIST. FOOTING OF MIN. 16" V41PE x a', AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. 5. NAILING OF ROOFING SHALL BE TO CODE. PEEP 4 5'-O" BELOW GRADE. 5. RIDGE STRAPS SHALL 13E ATTACHED TO EACH FAIR OF OPPOSINO 6. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE 5. ALL LOADING CAPAOITIE5 SHALL MATCH EXACTLY OR EXCEED VALUES RAFTERS EXCEPT INHERE COLLAR TIES OF "xb" OR 2"x4" LUMBER 15 PERMITTED INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY 13E SEVERAL LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH FAIR OF LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY SITE WORK I RAFTERS. -7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNPERLAYMENT FOR LOADING VALUES ARE LF-55 THAN WHAT 15 SPECIFIED BY "SIMPSON" I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR 2:12 PITCHES TO 4:12 PITCHES 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT MIFFED GALVANIZED PAGE: (o. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. e?. ASPHALT 5HINOLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 2. VERIFY ALL OVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, . '7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 4V' AND EVERY THE SEALANT TO UPLIFT FORCES U51NO A5TM P 6551. 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER RECEIVE: CLARIFICATION FROM AROHMECT/ENOINEER PRIOR 70 PROCEEDING. Av%k ff ,a MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. IV' WITHIN 4' OF EXTERIOR CORNERS. 5. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. 0 0 0 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING 95. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED SPECIFICATIONS OF THE PRODUCT BEING INSTALLED SITE. STOCKPILE ALL EXCAVATED MATERIALS. I I TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER OF J" AND 5"x3'x�" HASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE '7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR ARCHITECT ROOTS, ROCKS, AND DESR-15. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE DATE: 10/21/20 2 OF BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF T' IN CONORETE/MASONRY FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS a. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM AND AT SPACING NOT EXCEEDING 4' ON CENTER. HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED 5. PROTECT TREES WITHIN E15HT FEET OF THE BUILDING. - BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. .15 -i AP1 . .- ��! v W P() 1$• ; 1%, , I ­�) 0 . , A i 0: z . ''t . i �� , ­. . * I 'r .- * .. �- ,-- a - I . I - 03 A 0 . A . 0 K- , - - 0 , lk ? Ii .. I I I 7 I I � i � I I - � � � � , 1! 11 I 11 11 I . :. � . . fi�l' SAL= N NO/STRAP NO REOU I RE1�CENTS FOR - - _-_—___-_ _ ---_•-----_-- --- — ----� HOL.�OJ�N DETAILS E J� FASTENING SCHDULE A Q v ALL HARDWARE TO BE INSTALLED AS PER MANU. 5PEC.'s;MANUFACTURER UFS FT1 SHEAR, $ L=ATERAL KNE-,)I^I 41 N� RES S IT AN�E NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS I Q F= 0-)W SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, LLI Z O AND ROUGH OPENING FRAMING REQUIREMENTS) .W.I rN-I "ALL STRAPPING TO BE V4"x 20 0AUGE" -- "SIMP5ON" EQUIVALENT - C520 (COILED STRAP) Ii ALL NAILING IS A GENERAL SPEGIFIGATION, IT APPLIES UNLESS NOTED OTHERWISEi �L j � { FUSE IOd NAILS IF STRAPPING 15 OVER PLYWOOD; T-i-P. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) Q LL! >_ - ---- -- __ _--___::_�—-- --_-_--_-__- :-_-= Z •- � � � I DESCRIPTION FASTENER SPEC. F FASTENER Z HOEDOWN HOEDOWN B -- - ------ -------- -- - -_- ��-_ AND QUANTITY -- SPACING -�I J =00NNE,fION A NA I L I NO OR 1� _ I- J ROOF GEfLINO FRAMING - - ---- - ---- FOR NEW k EXIST. F- Ln FOUNDATIONS cr 0) O 1.DIMs"" "✓^ COMMON ARE ALL Lo MIN. Ws BASED HOLES. E OF ONLY A Ibd ` -- - _---_ -_ - - --- ---- - _-___-- -_ -- ----- --------- - 2, F -- ---------------------- r----EE ACE ----- -- ---- O O O END14ALL ENDWALL RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER RAFTER 0- Ln cr (3) 2x FULL (3) 2x FULL �STUD ,•"„" �" \ 2.WOOD 15 ASSUMED TO BE DF,#2 d BTR. IN DRY USE IPLATE 1 ----------------_-�) HEIGHT STUD HEIGHT STUD CONNECTED TO TRANSFER SHEAR AT RAFTER TO RIDGE 2, ry O ---- - O P - - -- - ------ I'r - SEE PACE G-003 PER JOIST O CORNER STUD CONNECTED TO ,.•�^ "-•..� GONNEGTION. CEILING JOIST TO TOP PLATE (TOE-NAIL) I SIMPSON HDQa -, J _ 8 - - HOLE5. S ET NEW INITIAL IN5 THE HOOD IN USE PRESENT A SPLIT POTENTIAL - -- ---- ------ ------- TRANSFER SHEAR I r j " CEILING JOIST TO PARALLEL RAFTER (PAGE-NAIL) �Ii SEE PAGE 5-003 EACH LAP { ? FOR STRAP d COMMON . I- HOEDOWN ANCHOR ® 1 2-Ibd COMMON - --- -- - - - —- - ------- ------ - - 2-Ibd COMMON LOCATIONS NOTED f ------ -- --- ----- ---- Z �- I ry (EVIDENT DURING INITIAL INSTALLATIO PREBORE THE NAIL NAILS ® EA. END OF STRAP. 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED NAILS ® b" O.G. d NAILS ® b' O.G. �E • • CEILING J015T LAPS OVER PARTITIONS (PAGE-NAIL) q-Ibd COMMON EACH LAP Q J O" O.G. IF BLOCKED ON PLANS 10" O.G. IF BLOCKED ,,;,;.::•" 7 • • 5.SEE SECTION 6 FOR ANY REG'T TO CLINCH THE NAILS(TO CORNER POST ............~ FOR ROOF SLOPES UNDER 5:12 WITH �� -- - -- -- - -- --- — — -------- - J 00 CORNER P05T S G.J. G.TIES TIGHTLY BOND THE END OF THE NAIL TOA 410° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE G-003 PER TIE > R' C) " ROOF SPANS OF 24 OR GREATER, GRAPHIC BELOW) "SIMPSON" HDQS S ® ry - - --- ---- -- ---- - - --------- USE .48 d COMMON NAILI Z ~•..... 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY HOEDOWN ANCHOR 0_1 1 EA. END OF STRAP FOR ROOF BLOCKING TO RAFTER (TOE-NAIL) 2-ad COMMON EACH END J O LOCATI ONS NOTED I --- -- - - --- --- ---- --- - ------------ - - -- ---- -------- --- SECTION 12.4-PLACEMENT OF NAILS d SPIKES E TABLE I Z / -- SLOPES OF 5:12 AND GREATER. GR 4-I. - - - - - - - - -- ---- I(------- - O EACH END Q Z ON PLANS ! RIM BOARD TO RAFTER (END-NAIL) ---- -- 2-I6d COMMON ---L------- -- - T- I CONNECTION BI B2 --- --- -- U- J N AT RAFTER TO TOP PLATE TO STUD �� 1NALL FRAMING UJILO � f CONNECTION: __--_ HOLDOWN INSTALLATION OPTIONS: ...... • •.., • -- - - - - - -- - -- -- -- 1' __ _ ___ __ - ---_- I` LO --'- TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON 1 PER FOOT Q FOR NEW P. GONG. FOUND.'s FOR STRAP - 8 d COMMON NAILS ® "�,• ._ -_ ri J O - �...... HOLDOWN CAST IN PLACE w/7/a"� THREADED ROD .•-" EA. END OF STRAP: • • j _ f f .•. WHEN IN TOWN OF I5LIF OR NAILING ( ; • TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON- JOISTS - EA. SIDE r FOR NOTE 05-\CONCRETE w/ED ROD (PRE-DRILLED)IL EDS BEDDED 12 INTO �} • • OMNI INC GRID ABOVE UTEXCEEDS THAT ILIZE IN {/ • STUD TO STUD (FACE-NAIL) jl 2-I6d COMMON 24 O.G. r ( NGTH EPDXY , B I __-_- L LI ADHESIVE), FOR TEMP.'S 0°F-40°F USE "5IMP50N" AT i ' • S MPSON # H2A (OR E�AL) RAFTER TIE ~~ ~ -- _---___--A -- -AC -- -- - -----------___-- --J (HIGH STRENGTH ACRYLIC ADHESIVE) } "~ HEADER TO HEADER (PAGE-NAIL) I Ibd COMMON Ib O.G. ALONG EDGES ! FOR TOENAILING 3 d COMMON NAILS --- - ------- ---- U FOR FILIL TOP 2 COURSES SOLID SOGAST IN PLACE HOEDOWN USE SAME , - TOP or BOTTOM PLATE TO STUD (END-NAIL) -- —2-I6d COMMON PER STUD W • coNxecrloN "~ .._, ,_ FOR G.J. TO R.R. Q I6 d COMMON NAILS �-- w/ /8"cD THREADED ROD __.,., BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-Ibd COMMON 12 PER FOOT U REQUIREMENTS FOR RAISED G.J.'s(WHEN AT G.J. TO G.J. CONNECTION: _.......... - ------------___---_-_ — ---- -- - = J APPLICABLE) FOR EA. PLATE TO STUD ABOVE S OR BELOW (� �•� J ��OLDOWN �G� {-�Of„_DON�( 'j�' _2 _IC_d COMMON NAILS _ Q 16 ENP-1015T, or BLOCKING FACE-NAIL) I � FOR G.J. TO G.J. d COMMON NAILS FLOOR FRAM I NO Q FOR NEA 4 OUNDATIONSr, • -- PER JOIST FOUNDATION ® ONE OURSSTOR ` JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-ad COMMON- FOR NEWLY POURED ONLY GONNEGTI ON G I � G2 - ------------ - -- -- -------- -------- -- �---- I (5) 2x FULL ENDWALL - Il EACH END BRIDGING TO JOIST(TOE-NAIL) 2-ad COMMON ; CONNECTEDR TO :? --------- ----— - ---2-ad COMMON EACH ENP HEIGHT STUD CORNER STUD ; ,� BLOCKING TO JOIST(TOE-NAIL) j .f o BLOCKING TO SILL or -- -- -- -- -- x ° j 1 TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON" HDQS - •: . ' J (3) 2x FULL . .. "„ �i2 x TO STUD CONNECTION: 3-Ibd COMMON EACH BLOCK �• HEIGHT STUD -. """ a TE (TOE-NAIL) -- - - - - HOEDOWN ANCHOR ® ;.i a -.."."... € € - d COMMON 1 -TOP PLA --- ---------- ON --- --- -- 2-Ibd COMMON LOCATIONS NOTED NAILS ® b O.G. S - - -- 1 -, ON PLANS 10' O.G. IF BLOCKED 1 G I 3 8 FOR STRAP LEDGER STRIP TO BEAM (PAGE-NAIL) 3-Ibd COMMON EACH JOIST CORNER POST ° M (TOE-NAIL) C - ---- -- --- --------- -- ---- -� x ° JOIST ON LEDGER TO BEA 3-ad COMMON PER JOIST E V � OR I FOR EA. STUD ABOVE -- - ------ ------- ----- ----- ----- - -- �I ---- --- - ---- �'.. j I I BELOW -PL2T T 6 d COMMON NAILS ---ir - - -- --- N = � I - - ails® 1-MON o C. --- - - - ----- --—--- ------ -- ------ ----- ----- -------- -------- ., l o BAND JOIST TO JOIST (END NAIL) 3 Ibd COMMON PER JOIST I._............__...........I, 1 ON I _ t j BAND J015T TO SILL or TOP PLATE (TOE-NAIL) Ibd COMM PER FOOT I t - 1 ROOF SHEATH I NO -_- I. I STRUCTURAL PANELS: INTERIOR ZONE 1 8d COMMON b" EDGE / 12" FIELD B O KING GABLE ENDWAL:. RAKE OR RAKE TRUSS w/ 8d COMMON" b" EDGE / b" FIELD SIMPSON" ST D14RJ GONNEGTION DI D2 LID PERIMETER ED6 ZONE R A ad COMMON HOLDOWN INSTALLATION OPTIONS: i - ' o EA.BAY 4 O.G. FOR NEW P. GONG, FOUND.'s • UP TO q OVE H G HOEDOWN CAST IN PLACE w/-1/8"� THREADED ROD � - _ � I - - � ...•••• r i FOR EXIST. R GONG. OR NEWLY GURRED FOUND.'sM�4�" AT STUD TO FLOOR ASSEMBLY TO SILL 7/5"O THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLA•7E(S) GONNEGTI ON: L/2 ----- - - ---- O T O CONCRETE w/ "SIMPSON" SET (HIGH 51RENCTH EPDXY c7 I/2" MIN. ( l I GYPSUM WALLBOARD 5d COOLERS- -1" EDGE / 10" FIELD JI ADHESIVE), 4 FOR TEMP.'S O°F-40°F USE "'SIMPSON" AT " _ I - PROM I ! (HIGH STRENGTH ACRYLIC ADHESIVE) CORNER I ONE #4 REBAR t'•• � r ° � FOR STRAP - d COMMON NAILS ® EA. 1 '' I --- -- - ----------- ---- ---- SPECIFIED TE END OF STRAP (WRAP STRAP UNDER SILL PL.) I� 1NALL 5HEA7HINO FOR EXIST. /NEW G.M.U. (GONG. BLOCK) I ON TYP. FOUND. NOTE _ _ •,, • - - -- - ---- -------'----- ---- ------I -- -- FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN o ° FOR EA. PLATE TO STUD ABOVE S OR BELOW - i I - _ - - - ------ ---- - -= - ------ THREADED ROD `•. 2 -I6_ d COMMON NAILS 4 NI STRUCTURAL PANELS - ----- - - 8d COMMON 6" EDGE / 12" FIELD ......... ~~...... ALTERNATE CONFIGURATION ABOVE STUD TO <n '"• ~ 5d COOLERS 'I '7 EDGE / 10 FIELD f.., ..., ' .STRAP w/(3) FLOOR CONNECTION w/ # LPT4 SIMPSON COR ---- -- -- -- ----- -- - -- - -- -------- --- ---- Z GYP O D '••..� 8d NAILS o EA.END ------------------ --- --------- ---- ------- w NAIL_ I N(5/57RAFF I NO K NDOW/DOOR HEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES OF EA.STRAP TO EA.JO 5T-(FOR FLOOR SHEATHING (SUBFLOOR) 2 ALTERNATE USE O NOTATION: SIMPSON H2.5A) =-STRUCTURAL PANEL5;--- - _ -___ _---_- -_ _.--- - -_______- -----, --- > -- -- -- - --- --- - -- - -- - - A - NUMBER OF ad NAILS ® EA. END OF STRAPPING (2018 WFGM,TABLE 3."i,P. 184) CONNECTION E 1 or LE55: 8d COMMON b EDGE / 12 FIELD 1 1 __....... w B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.23B,P. 2qU -................ '' GREATER THAN I": IOd COMMON b" EDGE / 12" FIELD] - .........."" --- ---- --- ---- --- - C - NUMBER OF FULL HE15HT KING STUDS 0 EA. SIDE OF HEADER (2015 WFGM, TABLE 3.230, P. 2412; ...... - • -------------------------------------- .......•- • 1--. -------- _--- - - ---- --- --------''-L______---_____=_ MISCELLANEOUS FRAMING GRAPHICS - CONTINUOUS BUILT—UP OI RDERS, 3 OR MORE SUPPORTS F I REBLOGK I N0 FOR FL.ATFORM HOOD FRAM I NC , v (THAT EXCEED FRAMING STANDARDS, IT IS REI FOR FRAMER TO HAVE A WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK ---_-_----_ - -- - -il Q O CONNECTION PATTERN SCHEDULE (FOR ENC INEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEll FOR ADDITIONAL INFO.) t= AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) -_- _- -- _---_= BETWEEN 1/b ASSEMBLY REQUIREMENTS: W Z O a 1/4 OF A \� WHEN GIRDERS MADE UP OF JOISTS NAILED CONNECTION DESCRIPTION TOGETHER 51DE BY 51DE ARE CONTINUOUS OVER _--') J = ri I - " THREE OR MORE 5UPPORTS, JOINTS ARE TO BE -- _ f I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES E- • OG C UNDER LOAD BEARING WALL PATTERN - _ _ - I I J . ,. AS FIRE-STOPPING. W - MAX.52' LOCATED BETWEEN ONE 51XTH AND ONE QUARTER i NON-LOAD BEARING NALL OFFSET FROM SUPPORT - A (2)ROVLS IOd NAILS O 12"o.c. THE SPAN LENGTH FROM AN INTERMEDIATE -j>1 Q W }. - '. 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST � � STUDS STUD SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE --- I-: ll. f LB _ - - (s)ROWS 106 NAILS0 12"O.G. �I r SERVES AS FIRESLOPPING. F- Z 5U5FLOOR LL _ __ _ __ P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Z (DB ROL.aE 11//21, m WO T5 o 12"O.G.5TAOCERED; l JOINTED ON THE SAME SIDE OF THE SUPPORT. - - j 3. FOR PLATFORM FRAME GONSTRUGTION: THE SOLE AND DOUBLE O BUILT UP P MAX.52" NAILING: , I I, PLATE SERVE AS FIRESTOPPIN6. J_ 5 B OOR G -- - SOLE LATE (2)ROWS I/2" EOLTS 0 Ib"O.G. �- SOLE PLATE .!! _ I Lo 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE ! i l-�14-� � \�' J015T SERVES AS FIRESTOPPING. SIDE WITH IOd NAILS, TWO NEAR EACH END OF = O E = II(2)ROWS 1/2" m 6GLT5 0 24"O.G. I EACH PIECE, OTHERS STAGGERED WITH A DISTANCE pm GHES 3-3/D"TRUSSLOGK SCREWS 0 12"O.G. d I/4 OF A OF Ib INGHE5 BETWEEN NAILS IN A HORIZONTAL C LII ,,1 i, 11II 5. FIRESTOPPING SHALL BE 2 IN OF WOOD BLOCKINGOR OF NONCOM-BUSTIBLE FILL.SCREWED ON P)SIDE OF MEMBER J(2)ROHS 5-52,"TRUSSLOGK SCREWS 0 Ib' O.c. P LINE; OR GIRDERS ARE TO BE NAILED FROM EACH � _II ' Z I J =:Jl" ) . '_ JOIST OTHERS STAGGERED w/ A DISTANCE OF 32 -f,- _ ___ llb. FOR PLATFORM FRAME GONSTR7PLAC: THE SOLE O 6 SCREWED ON(U SIDE OF MEMBER SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH - - _ II- - - -_--__ __----_--_ -___=� I II"i`--_ 1 -=- �` AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN = 0 i(2)ROHS 34/8 TRU55LOCK SCREWS 0 24"O.G. 1 BETWEEN NAILS IN A HORIZONTAL LINE. _ - ,11 JOISTS SERVE AS FIRESTOPPING. F- H P -- --'7- - _ _ — = JOIST i,SCREWED 0'I(U SIDE OF MEMBER I I , I --- - _-- -- — ---� Z ` THREE-PIECE 1 _ -" _-_ "i. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND Q W MAXIMUM OFFSET J (2)ROWLS TRUSSLOGK SCREWS 0 12' O.G. BUILT UP GIRDER MAX. 52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 11 I, - - NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. ; f Il. I ll l -1, 2 INCHES FI WOOD BLOCKING PLACED BETWEEN JOISTS -� JOIST DEPTH,d �REWEDDN BOTH SIDE OF MEMBER f I I � I MATCHED 51ZE OF BLOCKING - 1 III' '1 I SERVE AS FIRESTOPPIN6. J OO UNDER NON-LOAD BEARING FIRE5TOFl AND K (50REI oN BOTH SDE of MEMBER O.C. PIECE, INGLLDING INTERMIDIATE JOINTS, AND w/ THE I' I I. BLOCKING --_- ---= - `� PARTITIONS ® 52 O.G. STUD W 5°TRUssLocK SCREWS m 24°o.c. BETWEEN I/b OTHERS 5TAGGEl w/ A DISTANCE OF NOT MORE II . I I_ 3 8. THE HEADER SERVES AS FIRE-5TOPPING. Z m (2)RO --- I _... _ l _ _ Li DOUBLE PLATE L 5GREW0 ON BOTH SDE OF MEMBER b 1/4 OFA THAN 32 BETWEEN NAILS IN A HORIZONTAL LINE. ' ( I � f�I I 4. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL r _[O BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO NOTE i P, FOUR-PIECE GIDER5 ARE TO BE A55EMLED AS I I' . -- I 1 ', STRINGER TO SERVE AS FIRESTOPPIN5. Z CANTI LE fERED FLOOR CEILING BRACING �1 _ I __ - b Q Z � I.BEAMS 6 HEADERS PT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED _-. ' GABLE ENDHALL PLAN SHALL USE GONEGTION PATTERN 'A'WHEN 8"OR SMALLER FOR THE THREE-PIECE GIRDER. -- __ _ __ 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR CV CONNECTION PATTEN'B'WHEN lo' OR LARGER I p ---- [ __-._-- !I_ __1 FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH J 0 STUD 2.WHEN SCREWING R NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 - APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL LO � Tri OFFSET FASTENERS/2"FROM ONE SIDE TO THE OTHER BUILT UP&IRDER GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH 5UBFLOOR SOLE PLATE 2"x4"CONTINUOUS &ABLE END MASONRY PIERS, NAILED TO WOOD F0575 OR (11 a 1 li"" FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF O Q LATERAL BRACE 0 b'O.G. TRU55 BOLTED TO STEEL COLUMNS. - '; .; [ THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING J O BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPIN5 SHALL BE J015T 2) IOd NAILS TRUSS OR i LEFT UNFILLED SO THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. I . AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL /�' �` I p� LOADED I PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS of THE INTERIOR FINISH. PLASTER CEILING ON N e IVO F A I T E R I `l S FOR S I l�E L O A l� E D BEAM 5 (I� . FLUSH B E A M S> NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE lo) 8d -LOCATIONS REQUIRUNG FIRESTOPPING- AS FIRE5TOPPING. NAILS m " - -------- - -- - FIRE- FIRE- WOOD FIRESTOPPING FIRESTOPPING FASTNING RECOMMENDATIONS FOR SIDE-LOADED, sropPlNG sropPlNG sroPPING 5IN6 RIl SOLE W - MULTIPLE-PIECE MEMBERS w - --- - MULTIPL _ JOIST * Sd COOLER NAILS 0 10" O.G. NAILED' " BOLTED - =rmJ _ VERTICAL N/(4) IOd NAILS 2"o.G.- -- o I2' oA. o I2^O.C. 0 6"oG. BLOCKING 2'x4"BLOCK NAILED TO EA.BRACE 9 -2�lbd 5 ROM I(ld �o�2saows l 2 ROWSX," s ROWsX�"==- co REST Is A,HHEN ON COMMON ALT'S•24 BOLTS BOLTS FIRESTOPPIN6 WHEN STUD 20 A. STRAP o- ---- TO UNDERSIDE of GYPSUM BOARD TWO ROWS 12' O.G. THREE ROWS 12' O.G. JOISTS DOUBLE PLATE- *5d COOLER NAILS 0 10"O.G. (10) 5d NAILS BEAM SELECTION W STD. NAILING LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 NOTE: ENDWALL STUDS AS NOTED IN NOTES 7 4 8 S JOIST SHALL BE LOCATED DIRECTLY *DENOTES ALT. FOR USE OF DRYWALL SCREWS FlRRENONCOSTTOPPI INO LOCATLE ION OVER STUDS, UNLESS TOP PLATE IS SOLE of GIRDER 4"0 EDGE/12"0 FIELD FULLY BLOCKED DESIGNED TO CARRY THE LOAD ITOP AND BOTTOM ROWS SHOULD BE 2"FROM EDGES WOOD FIRESTOPPING SCREWS�b - ll'a" TYPE W OR 5 FIRESTOPPIN6 ��: 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAOOERED TWO ROWS b"O.C. LOCATION 5 LOCATION b FROM THE Top AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR `STUD DETAIL THICKNESS OF THE MEMBER.USE WA5HER5 UNDER HEAD AND NUT. OVERLAID ROOF s.STAGGER EACH ROW OF FASTENERS BY 12"• 2"SPACE NOT ° ATTACHMENT © VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. TO BE FILLED � NONGOMBU5TIBLE FIRESTOPPING 5.FOUR--mEGE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPINC, APPROX.I INCH THICK 50TH SIDE OF THE MEMBER k b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6"O.G.OR TRIPLED FOR 4'O.G.NAIL SPACING. LOCATION 7 STD NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: `\ STRA.PPIN6 w/ 7.2 ROWS OF Ibd COMMON NAILS(I2"O.G)FOR DEPTHS 12"OR LESS FIRESTOPPING LOCATION a 4 bd NAILS O EA.END 0 R.R. b.5 ROWS OF Ibd GOMMoN NAILS 02"O.G)FOR DEPTHS OF I4",16"< Ib". LOCATION LOCATION 10 i FULL WIDTH _ 2"x'BLOGKIN5Lu ZO — v GON5TRUGTION DETAILS l NINE) LOAD fA7H GONNEGTION DETAILS TOP PLATE DRILL 2"0 INTO ROOF I INTERSECTION DETAIL DECK FOR STRAPPING INSTL. NOT TO SCALE I XIST,OR NEW I NEW R.R.SET w/ �.R.BELOW UPPER TOP PLATE LAPS 4 Old ON1IN000 LOWER TOE NAIL NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s f I I it ALIGN NEW S EX. R.R.AS SHOWN KING STUDS---- PLAN VIEW I I I NOTE: SIMILAR® 'SHED' HOOD JOIST-- NOOD JO I S - ROOF,R.R. IN LINE --- GRI PPLE I BLOCKING --- _-- - JOIST HANGER _ HEADER____ _ . ; _, z GENERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR � INSTALLATION OF GL I NGHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER--- o JACK STUDS . OOD GIRDER MAIN MEMBER - - --- - -- - --- -- - W JOIST FRAM I NC OVER WOOD GIRDER JOIST FRAM I NC FLUSH N I TH GIRDER/HEADER TYP I GAL HEADER GONNEGTI ON � I I I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMBE DIAM.x s APPROX. 50° IN/THE MAIN MEMBER b STARTED APPROX. X3 THE LENGTH OF THE NAIL FROM THE MEMBER END, �����I I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT COVER A MIN. OF (5) NAIL DIAM.'5 AT A 90° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN DECK & PORCH MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST 51X TIMES THE DIAM. OF THE NAIL RAFTER ---- --+i MORE THAN 2 TOE NAILS SHALL BE I5. NSTALLED ED IIN EAAVOID INSIDE OOF RAFTER OR CEILING J015T NALL STUD ----- NALL STUD " WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS IN EA. SIDE WHEN FASTENED TOA 2°xb" TOP PLATE. BOTTOM PLATE— - BOTTOM PLATE � 360 GOOSE CREEK ROAD BATHTUB SUB FLOOR-- -_- DOUBLE JOIST •' SOUTHOLD N.Y. 11971 DOUBLE JOIST_ _- - , , TOP PLATE ' ---- --- ` GH i M. CHASE SEGUR I NC � STD. SIDE WALL - DRAWING_ TITLE: NALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO NALL STUD CONNECTION N/STUDS TO ATTIC FLOOR $ 51-WO TO R/L 51DF-5 w/STRAPPING TO R/L SIDES) << )) W _ PAGE: TOP PLATE ® o N Jul IND RES I S7ANT GON5TRUGT ON GONNEGTOR5 CHIM. CHASE WALL Q V - - --- --- - -- — El a GONNEGTI ON LOCATION: i PART NUMBER: NOTES: 1 001" 004` 04m o w RIDGE-TO-RAFTERS G520 (9 21'I APPLY TO EACH PAIR OF RAFTERS YW - - - —- — - --------- ------------ -- -------..._ H7 APPLY TO EACH RAFTER —___ DATE: 10/21/20 4 OF 7 a z Q RAFTER-TO-NALL ROOF LL Q T J o a RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER _ I REGIV BLOCKING i W III - - - To ALIGN w/STRAPPING Q z �- - - - 'I ' I Q PLATE-TO-WALL STUD I G520 ® 18 APPLY TO EACH NALL STUD ® EA. LEVEL ABOVE W W - - - - I ---- ---- - -- -- - - r+ THE FIRST FL. ® -Q 2ND. FLOOR NALL-TO-1ST. FLOOR NALL LFTA or G520 56 SDA u APPLY TO EACH NALL STUD �R Cys z _ - - -�� - - -- --- ---- -- - -- — -- �c� �y M. pQ FLOOR/oLS. _j HEADER-TO JAG< STUD 1 C520 ® 12 APPLY TO EACH JACK STUD " CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD Q - -- APPLY TO EACH S I DENALL ENDI SHEAR WALL HOLDDCHN AN i SSTB16 I - ----- -- --- -- -�- F ii NRAP UNDER DOUBLE SILL PLATE ��' 037aoh o, IST. FLOOR-UNDER-51 LL PLATE 0520 '9T SIDE VIEN PLAN VIEN - - - -- - - - - _ -_- - _ - - - - - - -- ---- -i . (USE N1TH 5" SQUARE HASHERS OF IN USE THE FOLLOWING OR APPROVED 51MFSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENIDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. FOUNDATION PLAN NOTES FLOOR PLAN NOTES dO Q U AL= I I 1 � � ' ? EXIST. 12"0 P. GONG. PIERS w/ 4"x4" WD. POST (TYP) POST GAPS (TY p STAIR $ RAILING NOTE: WINDOW NOTE: O ~ O ���� O 5 PROVIDE NEW OALV. SIMPSON AG4 POST CAPS ON ALL O O I. ALL NEW STAIRS SHALL HAVE MAX. '7-3/4" RI O I. ALL WINDOWS SHALL BE CUSTOM BUILT WOOD Z O -- - POSTS;AT ENDS OF BEAMS, GALV. SIMPSON LGE4 POST INSERTS WITH SCREENS;CONTRACTOR TO SIZE W NEW PARTIAL HEIGHT GAPS MAY BE SUBSTITUTED, AS APPLIGABLE. b MIN. IO" Tr - RISERS SHALL BE CLOSED OPENINC75 IN ACCORDANCE WITH ANDERSEN -� _ EXISTING TO BE DEMOLISHED ; WOOD FRAME (L.O. STL. O NEW 12"0 'SONOTUBE FILLED SOLID w/P. 2. 42' HIGH GUARDRAIL SPINDLE SPACING GONG. AS PER NOTED DETAIL JOIST-TO-BEAM CONNECTIONS (TYP.J: NOT TO ALLOW PA55A&F OF 4" SPHERE; DOUBLE-HUNG WINDOW R.O. 3'-10 "X4'-8 J" FOR Lu >- WHEN APPLIGABLE) O FOR ALL EXISTING 4 NEW JOIST-TO-BEAM CONNECTIONS, 36" HIGH HANDRAIL t SPINDLE SPACING NOT FUTURE INSTALLATION. Q W ~-� NEW IS"xI8"xl2" DEEP P. GONG. PAD PROVIDE OALV. SIMP50N LUS25 J015T HANGERS (AT ALL TO ALLOW PASSAGE Z OF 4" SPHERE 2.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND Y� L O FOOTING AS PER NOTED DETAIL (TYP.) FLUSH BEAMS) d SIMPSON H2.5A HURRICANE TIES (AT ALL 5. ORIPPABLE RAIL AS PER CODE WINDOWS (TYP. FOR ALL) U.O.N. F NEW FOUNDATION WAL EXISTING TO REMAIN I v: I NEW WOOD FRAME (L.O. \ \ ) SINGLE SPAN STRUCTURAL MEMBER: DROPPED BEAMS). SEE ALSO NOTED DETAILS. O N APPLICABLE) .• �. ': I 4 MEMBER SHALL NOT BE CONTINUOUS J Z STL. WHE i O STRUCTURAL ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY J MIN. (2) 2"x4" STRUCTURAL ABOVE INDICATED POSTS. O Y �__-�-.--{ NEW I-HR FIRE RAND El POST FOR 4" WALLS O O O WOOD FRAME (L.O. STL. (MIN. (2) 2"x(b" STRUCTURAL __- WHEN APPLICABLE) P05T FOR 6" WSTRUCTURAL NOTE: WALLS), U.O.N. -I* co '+ m NEW 2-HR FIRE RATED STRUCTURAL DF-510N OF FOOTINGS ASSUMES Z WOOD FRAME (L.O. STL. A SOIL BEARING CAPACITY OF 2.0 TONS/S.F. WHEN APPLIGABHcr LE) = k Ir QW J J 00 Z (D J 45'-4y2" TA� Ib'-10" V.I.F;CENTER RIDGE ON z O EXISTING SLIDERS Q Z � 5'-5" 8'-I" 4'-11)/2" (2) POST �' -! N TO RIDGE u- W (D --------- - ALL EXISTING FIN15H MATERIAL NEW .O I.'i5L HD 6.P. O 1 m, I 2.0E LVL HDR 2 r"I J O TO BE REMOVED;RAILINGS, __-_-- - -- - --- - - -1 - BALLI5TER5, HANDRAIL'S, STEPS 1 NEW" NEW 5T 1 8 DECK BOARDS. _ _ - - . LL a 2"x6' POST -- - -- 2'x6" POST EXISTING STRUCTURE TO REMAIN; - - 1 I Q TO HDRS I 20 S.F. OF EXIST. DECK TO HDRS BOARDS TO BE REMOVED REPLACED. - -- - - -- - -J ! - r J AREA OF 0 \--AREA OF I w NEW DECK Q NEW DECK NEW. N O 1 DOWNW WN 1 cv 1 ~ �EXI5T. STEPS TO BE I z I REMOVED Q i 3Qxb� NEW SCREENED-IN PORCH EXIST. STEP TO BE p "" REMOVED cv EXIST. DECK REPLACED IN KIND I' z_,• - NEW TIMBERTEGH DEGKINO 1Y - ALL EXISTING DECK FRAMING EXIST. EXIST. DECK TO BE 1 CATHEDRAL a TO REMAIN DOWN RAISED TO MATCH CEILING; l� SUNROOM d LIVING ROOM I BEADBOARD FLOOR GEILIN6;GLAD 1 RIDGE ABOVE 7 x I ILu- W/ ix O I I I X 111 T- X IL z I I EXIST. STEP FINISHES TO 3 I z N EXIST. HOSEBIB TO BE - - BE REMOVED RELOCATED;VERIFY ' EXIST. STEP TO BE EXIST. WOOD DECK TO _ _-_____ 11 NEW sUNROOM TO NEW LOCATION WITH I REMOVED EXIST. BE LEVEL W/ HOMEOWNER l - _ - REMAIN LEVEL W/ - 1- - -- _-- DOWN HALLWAY FINISH FLOOR i LIVING ROOM F.F. ---- --- } - - --- - - EXISTING 2'X4"EXIST POST TO V.I.F. EXIST. (2) L"15"xq.5" V.I.F. EXIST (3) -- - - -- - O.P. 2.0E LVL HDR; 2"x4" POST T PROVIDE\ I OVIDE EXISTING - - DINING ROOM HDR;PROVIDE PROVIDE NTPLP0EV4 AS 5TOTO EW D; HDR;AS REO'D DINING ROOM -- -------- REOD RIDGE ABOVE HDR. i EXISTING LIVING ROOM EXISTING EXISTING EXISTING LIVING EXI5TINO EXISTING HALLWAY KITCHEN ROOM HALLWAY KITCHEN I i ROPOSED FLOOR FLAN FRCFOSF-D DEMOLITION PLAN SCALE: I/4" = I'-O" SCALE: I/4" = I'-O" tn z w O iU ! V.I.F. LAYOUT OF EXISTING POSTS 8 -_____ CONCRETE FOOTINGS. CONTACT ARCHITECT IF FOUND TO DIFFER FROM LAYOUT SHOWN. 1 i ± 21-&I, V.I.F. V.I.F. V.I.F. p = IT NEW OALV. SIMP50N NEW OALV. SIMPSON 2 -T SUR26-2 5KEWED Q HU26-5X SKEWED HANGERS (AS REC1'D) a ® HANGER (AS REO'D) PROJECT: NEW P.T. (2) z .t 11 515TER NEW 515TER NEW P.T. �} _ Q (2) 2"x8" TO (2) 2"x8" TO O !- NEW P.T. (2) 2"x8" 2"x8' �� �� _ 1 ! - - - - - - - FLUSH BM. EXIST.P.T. 2 x8 ._ EXIST. P.T. 2"x8" NEW P.T. E T EXI BM. ALIGNED -- - --- - - --- -------- --- - -- — — — — — — — — — — MATTUCCI IFLUSH BM. RIM JOIST [ RIM JO15T w/ ADJACENT EXIST. RIM JOIST 2 - - - - - - - - - - - - - - - - - - - - - -- EXIST. DECK & PORCH � P.T. 2"x8' � E-I Ir----- �i U1 F 2 - I REMOVE EXIST. P. RIM JOIST S - -- -- - N GONG. PIER d POST; v ryry �Gr� o O PROVIDE 5HORING x� Q;�. S� } �- -- - ��> OF EXIST. RIM ori = l4� �, W U - - --a NEW 2"x8" NEW 2"x8° ---- ----- ---- - - O � ,0 v T -f �� �' Q m JOISTS DURING T '�� x Q 0 j _� I i R.R. ■ I6" O.G. R.R. ® I6" O.G. cV N ,� c4,, - - -- Q' b dJ Q DEMO. AS REO'D �„ - - -- -- a� w z� --� ry� + ?ems Fow m s I I i ( 360 GOOSE CREEK ROAD a -1 �� Q w 71 � � z Q 0�{- 0 -- - w m .y 0- � I --- a 5 �� I `�z s w'° -- I I SOUTHOLD, N.Y. u Lu z — F.t �S z ®lu tL A-301 -- — I I Q NEW P.T. (2) 0.Q A-301 2'x8" $M. z ��+ � z w I-I 47 w U' S z I i t DRAWING TITLE:— _ --- -I z NEW P.T. 2"x1O" T o` > - - - Lry I D.J. ® I6" O.G. A I I w + UPON EXIST. D.J. �' I I i Q�ry 6 4 4 +� +� ry PROPOSED DEMOLITION PLAN �Q SISTER NEW P.T. (2) - kss 211 2 R E IST. P?T. e� ( I 4.12 4,12 I I PROPOSED FOUNDATION PLAN 2"x12" TO EXIST. P.T. + 4 'x�or!: � - - - x 2 Deo r D r� I I --- I I PROPOSED FLOOR & ROOF PLAN (ENTIRE BM. LENGTH) 4 - 2 5 (ENTIRE BM. LENGTH) X 515TER NEW_P.T. 515TER NEW P.T._ 5 2 O X15T. P.T. 2"x12" TO EX15T. P.T. O�—j w O I r -2"xl2" TOE > _ 2"X12" ! BM. 2"x12" DROPPED BM. )< v EXIST. DECK TO B Q m Q n n I I I I PAGE: Q U. iv O RAISED TO MATCH _ u; =X IQ 5 � SUNROOM FLOOR ��� _ w z II i N� �� 0. ® m ® 6 I � I I A-101m00 N F to-i z I- alb � ® N XQ 0.4 1X1lQ Za tu X X Q w w D.J. ® I6" O.G. 2 SISTER NEW P.T. 5 N w I ® 161, O.G. R.RE® I6"OC, I I i 5 OF 7 w w z M NEW P.T. 2 xl0" 4 DATE: 10 21 515TF-R NEW P.T. 4 4 2 UPON EXIST. D.J. 2"x12" TO EXIST. P.T. SISTER NEW P.T. SISTER NEW P.T. 2"xl2 TO EXIST. P.T. 2"x12" DROPPED BM. 2"x12" TO EXIST. P.T. 2"x12" TO EXIST. P.T. 2"x12" DROPPED BM. _ _ - ENTIME BM. LENGTH x D O fD x D 7 �1. (ENTIRE BM. LENGTH cV �-- 4 _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - _ - - t 3'-by2 N� I I I I3'-by2"� �� = t"i'-5" V.LF. t-1' V.LF. V.I.F. V.I.F. V.LF. V.I.F. t 7'-�2 V.LF. +,c - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4:/2' I X ({ED IQ i N� * 51-V2" V.I.F. - - - - - - - I `�'(�� C61� EXISTING I I - BASEMENT I '•} ry O •�.�7405 O¢ t FRO UID Tl01� PLAN � ROFOSED ROOF FL/ �N SCALE: I/4" = I'-O" SCALE: I/4" = 1'-O" BUILDING SECTION NOTES ELEVATION NOTES TYPICAL EXTERIOR WALL CONSTRUCTION (TYPI O NEW ROOFING: Q V (D NEN ROOFING NOTE (T-'P.): O3 UPON "TYVEK" HOUSE WRAP(OR EQUAL) I. SEE NOTE ® SECTION I. INSTALL NEW ROOFING TO MATCH EXISTING COLOR $ UPON 1/2" GDX PLYWD.SHEATHING(BLOCKING m 2. ROOFING TO MATCH EXIST. COLOR 8 STYLE BY 'GAF' STYLE;(MIN. 30 YR. WARRANTY) ALL PLY1,0 SEAMS) (OR EQUAL) (MIN 30 YR. WARRANTY) JCN'1 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 2"xb" STUDS o 16" O.G.w/DBL.TOP PLATE 24" FROM IN51DE FACE OF STUD WALL AND AT VALLEYS • NO INSULATION TO BE INSTALLED IN EXTERIOR O PROVIDE CONGEALED FLASHING AT ALL ROOF OVER CAVITIES 2 3.INSTALL IS # BUILDING FELT (II.O.N) OVER • 5/8" GYPSUM BD. WALL FINISH LJ.I INTERFACES. 4.1/2" GDX PLYWOOD 5HEATHINC3 (BLOCK ALL 5EAM5) D) 6.PROVIDE RIDGE VENT (AS REO'D) NEW 5/4"X2" 'AZEK' COR EQ.) WINDOW/DOOR CASING: 5. GAP SHINGLE OVER RIDGE E HIPS (AS REO' o c z O4 NEW SIDING NOTE (TYPJ: O3 I. INSTALL NEW SIDING TO MATCH EXISTING PROVIDE AT ALL NEW WINDOWS/DOORS (TYP) J 7. FLASH ALL VALLEYS STYLE d COLOR Z 5.INSTALL DRIP EDGE A5 REO'D 2,"TYVEK" HOUSE WRAP (OR EQUAL) F- Lo 4. INSTALL ALL A5 PER MANU. 5'PEC.'s 3.INSTALL ALL AS PER MANU. SPEG.'s NEW HOSE BlB LOCATION - V.I.F. PRECISE 4.PROVIDE ALL NECESSARY TRIM FOR O LOCATION WITH HOMEOWNER � 0) O TYPICAL ROOF $ CEILING CONSTRUCTION: PROPER INSTALLATION 13- Lo cc 2 NEW ROOFING AS NOTED 5 NEW EXTERIOR WALL PANEL I N G: ABOVE �- m 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL O I. WIDTHS TO ALIGN WITH W Z PLYWD SEAMS) O NEW WALL NOTE (TYPJ: 2. IXI TOP RAIL TO ALIGN WITH HEIGHT OF ADJOINING • R.R., C.T. A5 NOTED ON PLANS (® SPANS I. PROVIDE 5HIPLAP AT W " ALL RAILING, 3'-0 3. TRIM OUT W/SAME MATERIAL PROVIDED ® NEW = O OVER 5' INSTALL "X" BRIDGING ® CENTER OF1- WINDOW 4 DOOR OPENINGS. SPAN, U.O.N) 4. PANELING TO HAVE SIDING TO MATCH EXISTING. Z LiJ • NO INSULATION TO BE INSTALLED IN ROOF J CAVITIES PLAN NOTE: HATCHED AREAS INDICATE AREAS OF —j M • BEADBOARD CEILING NEW WORK Z C) f � QZrI LL Lu (b I I Lo cr e-1 I Lo I I� 0 � O I I I I I I II I 12 3 m� 12 14 ra 4 I uj Lu lI - - - -- i-`-`��e.._:e.<o�;�......:, y�a�.`. moo..._ ..^Te ,,..a.c ee�,• �"�'���•er`..x ( 1'- \ I I 1 III = U \ J � - I I I I III I E•` .�e,� �:::'_\' I Ii i II I i I I III I II ' ,' �- , . .,, � ,.• 3 �: .�`; <,a NEW META I' I I i RAILING 4 < I II - GABLES I E I I I L - I I _ L -I - I r-- ---- -- III -----� - --- '', - —— -- --- - -— --- -_- - - -----_ -_-- < I II III i 'I ----- - -- -- - -- ---- - - -- - - --- ----- - - -_ ___ -- - - -- -- ' I 1, , _ I - 11 NEW JOISTS A5 PER PLANS EXIST. DROPPED BM. AS PER PLANS Jyv / '/:) •y> )„ � 'ij,�` "/,'," .Z;/% /"`YY> �,y:�Y'y "Y`y,> Y BM. AS PER PLANS /yY .�' J y r ✓> > ->.>.>?� �. Y, '> .YJY ,�YYYY v Y - I -/ ',,' .i. >.i� ,l,'• :i. ,� ,Y ,.,y;,>'Y) ,,Y,�y y ✓ �.��v� �Y Jy � J v'�'`,,j�, �, � PED BM. A5 PER PLANS EXIST. DROP I •�''�>, ,, ,>'>"> ,>� >Y, Y ,� r. r. ,i'!.• v,,, "Y ,J )' >'>>' ,> ,�� �,yy Y y� '�/. NZ�. }',>. NEST ELEVATION (REAR) I I SCALE: 1/4" = P-O" SEOT I ON I - I/A-201 .00 I SCALE: 1/4" = 1'-0" ' I I I , I I it II i I Z W . -- - -- o W a PROJECT: I I I MATTUCCI DECK & PORCH ------ ------------------------ I 360 GOOSE CREEK ROAD I SOUTHOLD, N.Y. 11971 I I 2 I 2 DRAWING TITLE:- ------- --- - _' PROPOSED BUILDING SECTION PROPOSED EXTERIOR ELEVATIONS I I I < < „ \. I I „ \ I I „ „ I r „ \ \ I \. A-201m00I I Ic I I i I \. „ \. � I I - f I � I - - - - I - - _- I � . _- - - -- - -- I I � _ - -- --- --- - - -- - ATE. 10/21/20 6 OF 7 I I fn I ,!/. �jy/6' Y'�. �✓ ,j '{ /,� % l ,i ',v", '�' -'ri'l i''v�i v`e>. v',�. .-Yy✓yLl Ly .v, ✓✓` ✓'` >�/, / � ' � � /yy ✓n lv 'y Y'�;�• 7�y '� Jyy,yyy,J Y�y ' v y✓ ,/ Y/ /' y` ,yv, //Yl, ;�J Y.. , y , 5 'y / y / ✓' /' y C�+D / > r /Z / ''i Jy v- ✓ Y G A Y Y r R R J v` Y Y > SOUTH ELEVATION (LEFT SIDE) NORTH ELEVATION (R I O HT S 1 DE) SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" y 037 a� , T " t FOF t4 N (L U LLJ z 0 Z O QCN � < J V F— rl uj to pQ >- ., ��u W � toU) it Z _ to Q W m v Q MIN. 4" BETWEEN EDGE5 OF Z 0 a � SIMP50N GALV. H2.5A <Q m 1-1/2" 5GUARE BALUSTER Z Q HURRICANE TIE (OR EG); (STYLE TO SELECT) Lo O WHERE FLUSH BEAMS p LU lu PRESENT, SUBSTITUTE O 0 �p W N p SIMPSON GALV. LU525 O 0 m HANGER5 �' Lo Ix V- MIN. 4" BETWEEN EDGE5 OF SIMP50N GALV. RPBZ POST m lU- BASE ® EA. P05T (2 PIECES) 51MP50N GALV. H2.5A Z SIMPSON GALV. H2=�A � Q m I-I/2" 5G2UARE BALUSTER 5/4 xb P.T. DECK HURRICANE TIE (OR EO.); O HURRICANE TIE (OR EG); (STYLE TO SELECT) BOARDS WHERE FLUSH BEAMS WHERE FLUSH BEAMS PRESENT,SUBSTITUTE SIMPSON GALV. LUT:?8 PRESENT, SUBSTITUTE H SIMPSON GALV. LL528 Z W HANGER5 HANGERS Q J 551MP50N GALV. RPBZ POST J 00 5/4"xb" P.T. DECK BASE ® EA. P05T (2 PIECES) P.T. BEAM A5 NOTED 5/4"xb" P.T. DECK Z C) BOARDS BOARDS P.T. D.J. AS ON PLANS 5/4"xb" P.T. PER PLAN DECK BOARDS P.T. DECK JOISTS A5 'J r'I NEW P.T. BLOCKING WHEN REO'D NOTED ON PLANS Y FOR BEAM WIDTH;ATTACH w/ Q Z 4 NEW 51MP50N GALV. A04 (2) 1/2"(P H.D. GALV. THRU BOLT 5/4" x REG2'D N P.T. BEAM AS NOTED (OR LGE4 AS APPLICABLE) w/OVERSIZED WASHER d END HEIGHT P.T. RISER LL J P05T GAPS ® EA. POST NUT PREBORED INTO POST P.T. BEAM AS NOTED + W CU (INSTALL ON BOTH SIDES) P.T. D.J. AS P.T. D.J. AT ON PLANS ON PLANS;PROVIDE FULL L17 e-I PER PLAN 5/4"xb" F.T.PER PLAN ,j' i ' '; BM. SPLICE ABOVE POST - - — - - - -- -- -- ---- -- -- -- -- - - I` � Lf) WHEN INDICATED ON PLANS DECK BOARDS Q NEW P.T. BLOCKING WHEN REGI'D "SIMPSON" ABA44 2"x BLOCKING ® EA. FOR BEAM WIDTH;ATTACH w/ ® COLUMN BASE NEW SIMPSON GALV. AG4 NEW P.T. BLOCKING WHEN REG2'D STRINGER TO MATCH SIZE NEW SIMPSON cSALV. AG4 r (2) I/2"� H.D. QALY. THRU BOLT (NEW 50NOTUBE5 ON _ EXIST./NEW FOR BEAM WIDTH;ATTACH w/ OF P.T. DECK JOISTS (OR LGE4 AS APPLICABLE) w/ OVERSIZED WASHER 4 END ry 4 x4 P.T. POST (OR LGE4 AS APPLICABLE) (2) 1/2"0 H.D. GALV. THRU BOLT POST GAPS v EA. POST NUT PREBORED INTO P05T P05T GAP5 ® EA. P05T �/OVERSIZED WASHER Q END FASTEN STRINGER TO (INSTALL ON BOTH SIDES) II (INSTALL ON BOTH SIDES) - EXIST. 12"(P R/P. GONG. PIE II NUT PREBORED INTO POST BLOCKING (MIN. b W NEW 12"(V '50NOTUBE' 11 "SIMPSON" ABA44 I, FASTENERS) "SIMPSON" ABA44 U ® COLUMN BASE FILLED SOLID w/ P. GONG. n ® COLUMN BASE Nos1 (NEW 50NOTUBE5 ONLY) _ EX15T./NEW (MIN. 4,000 PSI) 11 (NEW 50NOTUBE5 ONLY) _ EX15T./NEW '� C,) 4"x4" P.T. P05T II Vi 4"x4" P.T. POST 2"x12" P.T. STRINGERS ® Ib" W N 4 THK. x 8" WIDE x WIDTH I z O.G. (MIN. 5 5TRINGER5 0 GRADE 11 GRADE I1 OF STAIR P. GONG. PAD I EA. 5TAIRWAY) = J II II A 11 2"x6" P.T. BLOCK IN BETWEEN #5 BENT REBAR 1 z EA. STRINGER. FASTENED TO d x NOTE` I� P. GONG. PAD w/ 19/64" x m Q ALL DECKING SHALL BE FASTENED gl�,•6L._w; :. EXIST. 12"� P. GONG. PIER/ EXIST. 12"0 P. CONC. PIER/ = 3-I/2" CONCRETE 5GREW5 BY t' w/ COATED DECKING SCREWS BY - O 1 NEW 12"m 'SONOTUBE' O " "DECK MATE" (OR EQUAL) NEW 12' 50NOTUBE _� NEW IS'x18'x12' 1L NEW (2) #5 HOR• FILLED SOLID w/P. GONG. GALIBURN (OR EQUAL) - MIN. FILLED SOLID w/P. GONG. DEEP P. GONG. PAD L� REBAR UPON (2) #5 (5) SCREWS PER BLOCK O MIN. (MIN. 4,000 P51) FTG. (MIN. 4,000 PSI) HOR. REBAR (4 TOTAL) (MIN. 4,000 PSI) GRADE GRADE 4 4 ct EXTERIOR HOOD DECK IDETA I L 2 EXT. NOOD DEGfG w/ FAD FTO. DETAIL- rfEXTERIOR HOOD DEC.< DETAIL 4 EXTERIOR MOOD STAIR DETAIL SCALE: 3/4" = 1'-0" A-301.00 _ A-301.00 A-301.00 SCALE: 3/4 - 1'-0" SCALE: 3/4" = I'-O" SCALE: 3/4" = I'-O" II I I 1 ELECTRICAL_ 51'M50L <E)": I RECESSED 1401 HAT FIXTURE 12.01/DUPLEX OUTLET OR OWNER'S SELECTION TTT OL.RATED H-EN IN BLDG.ENVELOPE) 120V DUPLEX FLOOR OUTLETM015TURE RESISTANT LIGHT FIXTURE FL Y 22011AC, HAN6IN6 FIXTURE 220 HI OWNERS SELECTION 126ROUNDFAULTINTERUPT l YM 5 MOUNTED FIXTURE � �xOUTLET I YrjSELECTION 1201/6ROUND FAULT INTERUPT/ INTERIOR WALL SCONCE /6.F.1.WATER PROOF DUPLEX OUTLET MER'S SELECTION WALL MOUNTED LI6HT FIXTURE, �B M-ZTION BOX OR POWER EXTERIOR TO BE M015TURE FOR FIXTURE/APPLIANCE RESISTAN--OWNERS SELECTION 51NSLE POLE 5WITCH © FLUORESCENT L16HT FIXTURE pulp DOOR SWITCH N I •"^ ®rs 50 G.F.M.EXHAUST F- MULTIPLE POLE SWITCH FAN w/PAMPER z 0' HARD WIRED SMOKE FL 50 G.F.M.EXHAUST SM DETECTOR w/BATTERY ® FAN w/-16HT d DAMPER BACK-UP 0 STRIP LVTIN6 U CEILING FAN w/LIGHT - -- -- — — - --- -- OVAIERS SELECTION W— - — --- — lil H Q PROJECT: MATT UCC I DECK & PORCH I I i NOTE: ALL PLUMBING WORK SHALL CONFORM TO � O - LOCAL PLUMBING CODE - �— - - a 360 GOOSE CREEK ROAD 0 0 I LEGEND SOUTHOLD, N.Y. 11971 Lu I ` ----- { HOT WATER SUPPLY I 1 I DRAWING ITITLE: --------------------- - - ------------- -- GOLD WATER SUPPLY DESIGN DETAILS jll I -- -- --- - -- -- - - - PROVIDE "ABE5CO FP200 FR ELECTRIC PLAN I I EXPANDING FOAM ( ) PLUMBING RISER SUPPLY AT ALL PENETRATIONSNS IN IN FIRE RATED WALLS AND I I O FLOORS/GEILING5. PRODUCT I I O CONFORMS TO ASTM E SI4, ASTM E 84, AND UL 14.79 PAGE: I IS KERIOR SHUT-OFF FOR H05E BIB M-3 0 10'"& 0■ i a - I =i NEW FREEZE PROOF HOSE BIB -- NEN Iw/VACUUM BREAK FASTENED W PIPE FASTENERS (PRECISE hI SCREENED-IN I DATE: 10/21/20 LOCATION T.B.D. IN FIELD - PORCH 7 O F 7 CONSULT K/OWNER) CONNECT TO -i- - --- - ---�_ _ -- -- -- -- -' EXIST. WATER TO PRIVATE - -1 --- -� �- -- - --- --� - � WELL — ------ - ---- r -- -- - — I- -- -- -- - - ------- -— SUPPLY SHUTAOFF z - EXI5TING VALVE DINING ROOM ua EXISTING EXISTING EXISTING LIVING T HALLWAY KITCHEN ROOM FROFOSEt7 ELEGTR I G PLAN FLUl-- f B I N RISER - SUFFLY SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'-O"