Loading...
HomeMy WebLinkAbout46122-Z _zr ���OSUFF �K y Town of Southold 2/26/2022 P.O.Box 1179 N 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42815 Date: 2/26/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 300 Clearview Rd., Southold SCTM#: 473889 Sec/Block/Lot: 90.4-8.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/5/2021 pursuant to which Building Permit No. 46122 dated 4/23/2021 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: additions and alterations, including covered front porch,rear deck extension, second floor balcony, first floor bathroom, den and office,to existing single family dwellin ags applied for. The certificate is issued to Corlett,Candace of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46122 12/8/2021 PLUMBERS CERTIFICATION DATED 12/14/2021 d Piecuc A or e Signature o�Su EF Qt,��o TOWN OF SOUTHOLD �y BUILDING DEPARTMENT N x TOWN CLERK'S OFFICE "may • 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#: 46122 Date: 4/23/2021 Permission is hereby granted to: Corlett, Candace 300 Clearview Rd Southold, NY 11971 To: Construct additions as applied for and as approved by Southold Town Trustees, permit #9822 At premises located at: 300 Clearview Rd., Southold SCTM # 473889 Sec/Block/Lot# 90.4-8.3 Pursuant to application dated 4/5/2021 and approved by the Building Inspector. To expire on 10/23/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $488.00 CO-ADDITION TO DWELLING $50.00 Total: $538.00 Building Inspec r OF SO(/r�ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G sean.devlin(a)-town.south old.nV.us Southold,NY 11971-0959 ®�yOUNl`1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Candance Corlett Address: 300 Clearview Rd city:Southold st: NY zip: 11971 Building Permit#: 46122 Section: 90 Block: 4 Lot: 8.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Owens Electric License No: 3372ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 13 Ceiling Fixtures 4 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt Wall Fixtures 5 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 7 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 2 Combo Smoke/CO 2 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4 4'LED Exit Fixtures Pump Other Equipment: LED Mirror- 1 Notes: Addition Inspector Signature: � Date: December 8, 2021 S. Devlin-Cert Electrical Compliance Form -�•�o��p�SOpT�o!® Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959I�,CDU�� ® BUILDING DEPARTMENT TOWN OF SOUTHOLD JAN BUILDING DEPT. TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. H(01--Qja. Owner. CC)j— P-4 (Please print) Plumber. - (� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. •� 111/ (P bens Signature) Sworn to before me this day of 20_QjtP SUSAN A.RIZZO Notary Public,State of New York No.01 RI6183459 Notary Public, o/f,G �`� County Qualified in Suffolk County Commission Expires March 17,20� - ay �o��OF SOUTbolo � # # TOWN OF SOUTHOLD BUILDING DEPT. �ycou765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [/FOUNDATION FOUNDATION 2ND [ '] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]. ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] RE C/O REMARKS: DATE INSPECTORAu 0 OF SOUTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. `�courm a 765-1802 INS.PECP* N [ ] 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: 10 L DATE 1A INSPECTOR gl �Y► -.7700 C l` e IOW # # TOWN OF SOUTHOLD BUILDING DEPT. o`y�nuuMr 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] 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: `,�,J f ,r,� n. c F� e DATE INSPECTORy -� 4 / OE SOUTyoI # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION ( ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]"-FOUNDATION 2ND INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ].- FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ f ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR OF SOOIyo� � �( '2Z �V `� /Q��✓�/ 1 's� * # TOWN OF SOUTHOLD BUILDING DEPT. CO 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND- [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ I PRE C/O REMARKS: DATE INSPECTOR ---; �o�aOF SOGlyolo # TOWN OF°SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ rULATIOWCAULKING FRAMING /STRAPPING [ AL ftUm610 /PA95 [ ] FIREPLACE&`CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [" ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ PRE C/O EMARKS: Ok94(hvSri P/ �7 av DATE Z � INSPECTOR q(e2l-0\� Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 RCHITECTURE Brooklyn Office:204 251'St,Suite 203,Brooklyn,NY 11232 uc Laurel Office:1075 Franklinville Rd,Laurel NY 21948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 June 16,2021 JUN 1 6 202 )3 T7T n.APT7PT. RE: Candace Corlett T 300 Clearview Rd Southold NY 11971 To Town of Southold Building Department: I conducted a site visit at 300 Clearview Rd Southold NY to inspect the foundation addition.The foundation addition was completed to meet NYS Building Code. Please feel free to contact my office if you have any questions. Sincerely, Anthony P rtillo, RA � 46 ( �, 1 1 1 • ° • C6 1 I FOUNDATION ��' � • 1 • e CV AL PLUMBING' INSULATION.PER N.Y. STATE'ENERGY • , v. Aff 1 ■lam� �1�.�'I . Ai6prrm4i, • 0 I • g1{fF0(X ,zoti°' coG� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 0�0® Baa Telephone (631) 765-1802 Fax(631) 765-9502 Vis://www.southoldtowmy.gov Date Received' APPLICATION FOR BUILDINGPER IT For Office Use Only i a I 4FV PERMIT NO. l(// e9' Building Inspector: APR 5 2021 Applications and forms must be filled out in.their_entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,anrT" Owner's,Authorization form(Page 2)shall be completed. �. Dii Date:April 6, 2021. OWNER(S)OF PROPERTY: Name:Candace Corlett SCTM#1000-90-04-08.3 Project Address:300 Clearview Road, Southold NY 11971 Phone#:917-520-7176 F7;1l-pprieft.candace@g,mail.com Mailing Address:300 Clearview Road, Southold NY 11971 CONTACT PERSON: Name:AMP Architecture Mailing Address: 1075 Franklinville Rd,-Laurel NY 11948 Phone#:516-214-0160 Email: m e - - - - - - ----j--ag---e@amparchitect.com DESIGN PROFESSIONAL INFORMATION:' Name:AMP Architecture - Anthony_ Portillo Mailing Addres s:1075 Franklinville Rd, Laurel NY-1 1-94_8 Phone-#:51-6--2-14--0-1-6-0 _ _ Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION El New Structure ®Addition ❑Alteration ORepair ❑Demolition Estimated Cost of Project: []Other $ Will the lot be re-graded? ❑Yes I@No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:Single Family Re'side'nce Intended use of property:Single_ Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40NOn-Conforming this property? Dyes ©No IF YES, PROVIDE A COPY. R Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.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,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(s)for necessary inspections.False statements made herein are punishable as a.Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): 'Jessia(VkgAuthorized Agent ElOWner Signature of Applicant: Date: STATE OF NEW YORK) " 'SS: V COUNTY OF WP Whof aut - de- Wica RoneC- being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) abov9 named, (S)he is the ��� (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this BARBARA H, TANDY Notary Public, State Of New York No, 01 TA6086001 day of 20,&-( Qualified In Suffolk County Comms 01/13/20 PROPERTY OWNER AUTHORM-AMN (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 - C'I!1 101'•. _ •'II'•�I'' -_ •1'1..1. - _ - __ _, _ _ � _ - ti`,1 I�r - :'�,1 /i�=; _ •'�1 oi�•�;.` - •"�eii°iiii'�:� -- = .`iii•"v'ii°'`..�., _ •"�ie`•S�':':...'- �'iii'�i'� - - �'�,^':.. <g,.m.�:^.9...,5.^<'«71",t^+?•.? .S,! '�'E^ltr�Jr^^'gLry»n�»» .,n.r..�i...»».:.I.vrr,r.»,�.r,rn.,•m.nn.,,...»ar... .prrn. .yn ..P«3.-'?;S:eSr.,•�:b':Ss'nnn;p..'1................ ...•l., a:•:;.G....ri;E,:,�!^.:iv.�?1•.r:':l:C'��'• �` - X311 � ---�� ,el'• `�'. "11? BOARD OF SOUTHOLD TOWN TRUSTEES ,f SOUTHOLD,NEW YORK PERMIT NO.9822 DATE: FEBRUARY 17,2021 ISSUED TO: CANDACE CORLETT PROPERTY ADDRESS: 300 CLEARVIEW ROAD,SOUTHOLD tY y 1tt"' SCTM#1000-90-4-8.3 - t AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on Februa1y 17,202I,and t / in consideration of application fee in the sum of$250.00 paid by Candace Corlett and subject to the Terms and R Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: r :t Wetland Permit to construct additions to the existing 2,440sq.ft.dwelling with covered porch ;- ,' and 905sq.ft. of wood decks consisting of a 6191lx2210:,9101lx2410"(303sq.ft.)first floor r 15i�;'• addition; 5'10"x13'7" (130sq.ft.)front covered porch addition; 77.5 linear feet of front covered ' t !� porch railing addition; 9'0"x10'0"(90sq.ft.)rear deck addition; 60.1 linear feet of rear deck ' railing addition; second story existing open balcony size reduction: existing 185sq.ft. reduction to 118sq.ft. (10'0"x11'6"); and as depicted on the site plan prepared by AMP Architecture r '. LLC,dated December 21,2020 and stamped approved on February 17,2021. eY• �F IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these r, '= ` presents to be subscribed by a majority of the said Board as of the 17th day of February,2021. z. izp _ 1> r '�...• - � 1.11,.• :� _ � (( •utiii L4�+ Uil'S`ii�`i�"uS-u i•NLi i.it:D7]irS•.Yli i:Dru nu�9L •iriS:Yri,ii:._>:r:ufYvi..�iSiii�J u�JYiiu»:J]i0ihr5voaa s - - r "',�A1--An - _ ':.w•', _�''k,sr.+'- _ ..-xJ�'' _.�1� :a - - p`§jV-�3 t,�/.� ....m•:,,}�'/- "�•"-'n"r.,� ;m•"""`. '^�mc:n,...�.gr».na'^°'! \"^or;^;^; �.\�s''"^--..�.,,.... ? -�....�.,m"""�-•fir `��' - ~'�i�li ii:::.'-_ '_ •,ii::::ii• — — •: 1e:11.::iN�L'_= _ �:oiiei iiia:.. _ — '��i::::4;,..._,\ _ .,.\:.:ei: :::::..., .._�SeS::: i��y` ' Glenn Goldsmith,President �Qf soUjy Town Hall Annex A. Nicholas Krupski,Vice President ,`O� ��� 54375 Route 25 P.O. Box 1179 Eric Sepenoski l [ Southold,New York 11971 Liz Gillooly cn :. Elizabeth Peeples Q Telephone(631) 765-1892 Fax(631) 765-6641 . L. BOARD OF TOWN TRUSTEES r TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE TC; 18980 `.. Date: February 1 1 2022 J. CHIS CERTIFIES that thg construction of additions to.the existing 2,440sq:ft dwellmwith covered porch_and 9.G5 ft of wood decks consisting of a 6'9"x22'0 ':9'0''x24'0"(303sa ft 1 first floor'additon 5'10"x13'7"�130sq ft) front covered porch addition- 7T5. feet of front covered porch raihri�addttion, 9'.0"xl oy,(90� ft:)rear.:deck addition 60 l linear:feet of rear deck,r`ailink,addition Secoh' c to .existing open b, y size.reduction .ex stingy185sa`ft red]c6n,to &q.ft. 010'0 At' 300:Clearview Road 8outhold Suffolk County.Tax Map 4'1000:490' 744 .. Conforms to the appLca.;Qn fora Tru§tees Permrt heretofore filed m this office Dated December 23 2020 pursuant to which Trustees Wetland Permit#9822 Dated February 17 .2021 was issued.and conforms.ao all the requirements and-cond tions of the applicable provisions of law.. .The projec't for which this:cerfificafe isbeing issued is for the construction of.additions�to.the existing.2 440sq:ft.dw611ing.with covered torch and.905sgft'.'of wood decks consisting of.a.6'9"x22'0:, 9'0"x24'0'' (303sq.ft:) first floor addition=5'10"x13''7" (130sq ft:) front covered porch addition;77:5 linear feet of front covered. porch railing addition 9'0"x10'0"':('90sq'ff)rear deck addition 60.1'linear feet of rear:deck railing-addition• second story existing'open balcony size reduction: existing 185sq:ft reduction` . . to 118sq.ft. (10'0"x1176'')..' The certificate is issued to Candace Corlett owner of the aforesaid property. Authorized Signature Phone: (631)444-0365 • FAX:(631)44"360 Website:www.dec.state.ny.us Edn M.Crotty Commissioner LETTER OF NON-JURISDICTION: TIDAL WETLANDS ACT Apdi 1, 2003 Candace M. Corlett 84-36 Kendrick Place Jamaica Estates, Ny 11432 Re: Coreitt Property -300 Clearview(toad Southold, NY 11971 DEC# 1-4738-03091/00004 Dear Ms. Corlett: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The portion of your property which is located landward of the ten foot(MSL)elevation contour on a gradual, natural slope as shown on the survey prepared by Stanley J. Isaksen,Jr. last revised August 19,2002,is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore,in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit Is required under the Tidal Wetlands Act . Please be advised, however,that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15'to 20'wide construction area) or erecting a temporary fence, barrier, or hay bale berm, Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely, George Hammarth Permit Administrator cc: Land Use Ecological Services BMHP I Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, Candace Corlett residing at 300 Clearview Road, Southold (Print property owner's name) (Mailing Address) do hereby authorize AMP Architecture (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signature) (bate) 67-1�Y �4 (Print Owner's Name) 99:,9 D BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD _ C ) lbwn Hall Annex- 54375 Main Road - PO Box 1179 �• �50xyrOLD Southold, New York 11971-0959 O� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cr-southoldtownny.gov - seand(@-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 08/30/2021 Company Name: Owen's Electric Inc. Name:Owen Schnitzer License No.: 3372-ME email: owen@owenselectric.us Phone No: 6317746249 ❑✓ I request an email copy of Certificate of Compliance Address.: 300 Clearview Road Southold JOE SITE INFORMATION (All Information Required) Name: Owen Schnitzer Address: 300 Clearview Road Southold Cross Street: Bayview Phone No.: 6317746249 . Bldg.Permit#:.46122 email: owen@owenselectric.us Tax Map District: 1000 Section: Block: - Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Addition and crawl space Addition and crawl space Addition and crawl space Check All That Apply: Is job ready for inspection?: ❑✓ YES ❑NO ❑✓ Rough In ❑Final Do you need a Temp Certificate?: ❑YES ✓❑NO Issued On 08/30/2021 Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A #Meters Old Meter# F1New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals ❑1 ❑2 ❑H Frame[—]Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION /2\ CV Electrical Inspection Form 2020.x1sx e ��� PERMIT# Address: Switches I Outlets ' 1 GFI's I Surface l : Sconces H H's I UC Lts Fans `.�. Fridge Exhaust I Oven W/D Smokes DW Mini: .: Carboni IVlicro.. :Generator- Combo 1 _ . . Cooktop :...._. __. Transfer 1 AC AH Hood Service Have m Used` Comments: Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 CO tkli Southold, NY 11971-0959 � BUILDING DEPARTMENT t NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: April 6, 2021 Owner: Candace Corlett Location of Property: 300 Clearview Road, Southold NY 11971 Please take notice that the (check applicable line): New commercial or residential structure V Addition to existing commercial or residential structure 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) V 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) V Floor a d roof framing ) Signature: Name (person submitting this form):. AMP Architecture - Jessica Magee Capacity(check applicable line): Owner V Owner representative TrussReg15.docx Effective 1/1/2015 'i ii !1 � .. � �I i I� i �I • it I I i it OF SO(/ryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 0 �Q BUILDING DEPARTMENT TOWN OF SOUTHOLD January 18, 2022 Candace Cortett 300 Clearview Road Southold, New York 11971 TO WHOM IT CONCERN: The items marked below are required to obtain your Certificate of Occupancy Chapter 236, Soil stabilization required. Electrical Underwriters Certificate. Final Health Department survey. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Storm Shutters required for all glazing Energy Test Results and Manuals required Final elevation certificate from surveyor. Spray FoamAnsulation Certification from a NYS licensed architect or Engineer BUILDING PERMIT: 46122-Z additions to dwelling 1 SITE PLAN HATCH KEY: CIL - - - _ PROPOSED BUILDING ADDITION Q PROPOSED ACCESSORY STRUCTURE r, M p Z O ^�, w = N PROPOSED 2ND STORY - � W r'I NQ L /wy >- I..L 0 Z -� P J R0�IE��fi 5�0fE : FA . O ----- - --- ---- (- 00 LO IIX ------------ --------------------------------- --- Z m �6QQ •QQ PROJECT LOCATION &SCOPE O FF,OFOSED 1 STORY ADD 1 T 1 ON TO EXIST 1 NC DNELL I NC SITE PLAN & ZONING DATA z ; p Q w GENERAL NOTES --------------- - - - --- -- � 00 Z ENERGY TABLE STRUCTURAL DESIGN CHARTS O i FR4JECT I ZONING DATA f Z >; d• TAx'MAP# _,_ _.._,_._._ __�___ __ I .®® HOLDOWN, ANCHOR BOLT, N (000-a0-04-08.3 LL, w O STRAPPING, & NAILING DETAILS to cr ri ZONIN5 DISTRICT R-40 NON-CONFORMING 1 FASTENING SCHEDULE p = Ln = .. ►. ♦ !� LOT AREA O.a ACRES ♦ RTIFIGATE OF OCCUPANCY - 21463; 10/23/62 -Q®Q'.®® FRAMING GRAPHICS OVE FAMILY DWELLINS -_-_ - - -_ _- BEAM CONNECTION PATTERNS CERTIFICATE OF OCCUPANCY - Z332a• 12/02/68 w ASGE55CRY BUILDING FIREBLOCKING DETAILS CERTIFICATE OF OCCUPANCY - ! �P A7DITION5 TO DWELLING Z51551; 12/13/05 -- -- --- - -- -- --- -- - - - -- ------- �p�� PROPOSED DEMOLITION PLANS w X �O ♦ I FEMA FLOOD ZONE it _- I I, FTT- _II ' U J D_G DISTRICT NON-JURISDICTION jl -- -- ----- ----- s - --- - - - - - \ TRUSTEES APPROVAL SGTM# 1000-a0-4-8.3 _ Q � A- 102 .00 PROPOSED FOUNDATION PLAN f.. . HABITABLE SPACE EXISTING > PROPOSED _ � 02 FIRST FLOOR AREA = -- - -- -- - --- - - --- - -- W�'Cti-�,LD«N��N Off,\3' 1600 S.F. 1,610 S.F. TOTAL BEDROOM COUNT l PROPOSED FIRST FLOOR PLAN 4 PROPOSED SECOND FLOOR PLAN ♦ LOT CO\/ERAGE -- - -- j -�Q j •QQ PROPOSED EXTERIOR ELEVATIONS ♦ I, D=5GRIPTION (FOOTPRINT) AREA COVERAGE -- TOTAL LOT AREA 38,88x.0 S.F. - -' E45TINS DWELLING W/ COVERED 2,440.0 S.F. 63Y- -�Q� •QQ PROPOSED EXTERIOR ELEVATIONS I PORCH I BUILDING SECTION � ♦ EXISTINca WOOD DECKS II x05.0 S.F. 2.390 II I - - - - - ! PLUMBING RISER DIAGRAMS ---- -- EXISTING ACCESSORY BUILDING 285.0 S.F. I I ` PROPOSED DWELLING ADDITIONS C 525.0 S.F. 139b --jQ QQ DESIGN DETAILS ' TOTAL AREA OF ALL STRUCTURES cr s II 4155.0 S.F. it 10.1% I "MAXIMUM LOT COVERAGE ALLOWED - 20% F' f ♦ I ' o PHOTO #4 PHOTO #5 'rRUss KACARDING REQUIRED N i REQUIREt� SETBACKS - MAIN BUILDING - -- ' 00� Z 0N� PHOTO #2 \O�q1 ! z= 00� Z ` CORNER LOT REQUIRED EXIST. PROPOSED COMPLIES ry ♦ - - - -- -- I' - _ - - III- APPROVED �{:� i��t,viYM D � I CI ril 1 STORU 1�!ATE€� MU;!OFF u FRONT YARD 50.0 50.6 1 50.6 YES l I : - o.o = - YES it == -- - __' - - --_ ___ --- - _.. - - __ --- - _ -- -_ - - NOTES � Si�EGI�IG�TIONS � - - -- _- ���i���If�TIONS -_ - __- _ _-__- --- --=�I CARPENTRY HA BE DOUGLAS FIR LARCH #2 d BETTER (Fb = 8-75) UNLE55 THE ROVISIONS OFTTHHIIS STA DARD ARE NOT INTENDED TO PREVENT THE USE FOUNDATION. CONCRETE, AVD MASONRY ---" - - - -- -- - -- a Q ED I. ALL LUMBER 5 LL THE P I I. GONTRA..TORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT --- --- --- ---- - - -_ _-_-- __-_ --_- __--__ ___-_ U IT IS.THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS GONSTRUGTION DOCUMENT BIND r _ II TOGETHER AT ALL TIMES. IT IS AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, 11 -- - - - __-- - ___ _ __ -__---_- _ - - OTHERWISE NOTED. PRESGR BED HEIREI� WHEN ITODGAN BE SH WN A�D T�E AUHORITY HAVING SUB-GONTRAGTORSVIN GH A MANNERFTORASSDURErTHAT THE OONDITIONS OF BD. BOARD INSUL. INSULATION---- --- - - Ii Q I� Q SPEGIFIGATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK -- - - -- l _- -_ - --_ -_ - --_- . - - ___ _ ---I[ ..----- _ -- ----- 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE �BASE FLOOD ELEVATION - INT. - -- INTERIOR W N 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR ___ GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE I - - _ _---_ ----- - - J 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL ; BLDG. BUILDING l K , KIPS (1000 LBS) F- e-1 GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT I - -__ -= �= ____ ___-_ ____ ___-_ ____ __I ____- _ -- -- - - • W 1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"xb" (THI5 DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/5Q. FT., U.O.N. APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AD THIS P5 FORMAT, AS BM BEAM 11 MANU. SPE=.5 J', MANUFACTURER'S SPEGIFIGATIONS W �; APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MN. OF 4'-O" BELOW GRADE, UNLESS B.O BOTTOM OF II M XIMUM Z 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4• AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TECO' OR - __ BOT. - I O OM EC - -Ji MA - OTHERWISE NOTED ----_ I�-- O ALL DIMENSIONS, CONDITIONS, AND AF'PLIGABLE INFORMATION OF EXISTING ! - EQUAL. I. IDENTIFICATION: ALL 50LID-SAWN LUMBER, GLUED LAMINATED TIMBER, _ - ��B TT _ - __ - = _ � - - �� - ----_ - � _-_- -"_ - --� ----_-' STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. MEGH. �LMEGHANIGAL -j _ >_ 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, 6TYPSUM,RHARD50ARD AND SBTRUGTURAL 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. ------ J 3. ALL WORK SHALL CONFORM To NATIONAL, STATE, AND LOCAL GOES B.O.W. BOTTOM OF WALL MIN. I MINIMUM l F- Ls7 FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS - - - - - - -- _ --- - -- ---- 1L__ __ __ ___ __ _ _ _ _ -- -- - - -- AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN I.I THROUGH 1.8. UNTIL I TIER OF FRAMING IS IN PLACE. _ - Q O b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, G.J. I CEILING JOIST J ___ ___ _ .I EASEMENTS ARE THE RESPONSIBILITY NAVD88 - - ]NORTH AMERICAN VERTICAL-DATUM OF-Ig88- a- 4. ALL UNNOTED OR NON VISIBLE UO,N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 'T. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. r JI �' In = OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED COL. COLUMN 1 NYC, BG NEW YORK CITY BUILDING GODS I 'c- m I _ __ _ __ _ ___ --- --- - -_.1-_ - - -_ -1. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC,. TO BE FILLED Ir - - - ---- -' ! Z 5. ANY OMISSIONS OR DISGREPANGIE°i OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN AGGREDITATION PROGRAM, SUCH A5 THE SOLID WITH CONCRETE. CONT. __ CONTINUOUS - -��O.G. - - 11 ON CENTER Q SHALL BE CLARIFIED WITH THE ARGHITECT/ENGINEER BEFORE PROCEEDING 5. MIN. HEADER TO BE (2) 2"x10 UNLESS OTHERWISE NOTED. AMERICAN LUMBER 5TANDARD5 COMMITTEE OR EQUIVALENT. THE - - -- -- - WITH THE WORK. GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE G-003. DBL. - DOUBLE - - 1 OCG. OCCUPANCY 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE l - _ - __- - I --------- -- _ -__ -- - - - __ -- -- 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IREQUIIREMENTS OFUSDDEPARTMENT OHF COMMERCE P520-99E 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 =__ __ - __ II PBFE _ lI PRELIMINARY BASE FLOOD ELEVATION Q W UNLE55 APPROVED BY THE ARGHITEGT/ENGINEER. P•T• DIM• DESIGN FLOOD ELEVATION DAYS OF 4,000 P.5.1., U.O.rL D J -- ---- -_ 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIMENSION �[P. GONG. POURED CONCRETE -� OO RIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS -_ _ - - - - - - - 'I #SOL=DONN DETAILS TYF:'1 SAL NX L. N0/STRAFE= N0 REOU I REMENTS FOR - - — ----- - - ASTENINO SCHF—DULE A -_— - -- — ` ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER U F L< I F T, SHEAR/ $ LATERAL N I N D RES TA N�E I NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 6-005 FOR STRAPPING AND NAILING REQUIREMENTS, W Z O W = N ALL STRAPPING TO BE ly4"x 20 GAUGE -- "SIMPSON" EQUIVALENT - 052AND ROUGH OPENING FRAMING REQUIREMENTS) _j 0 (COILED STRAP) ! ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE W FUSE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL ;! (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.0 W >- Ix S � ! - DESCRIPTION AND QUANTITY FASTENER U) Z HC�LDOWN ,4 HOEDOWN � CONNECTION � - --- --- --- - i FASTENER SPEC.J'I NA I L. N� OR I D _ _ `� - - - - - - - --- ------ SPACING- - J = Z --_ _ --- - ---- ROOF =GE I L I NC 1-R,4M I NCc - ---__- ----- — j _j FOR NEW d EXIST. FOUNDATIONS O OI.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd - -- - -...----_= - - - ---_--_-- --- - - --- _-__-______-== - O ENDWALL ENDWALL RAFTER TO TOP PLATE (TOE-NAIL)- -- - - _-� --- SEE PAGE G-003--'I PER RAFTER iI 0- O O COMMON NAIL w/o PRE13ORED HOLES. (3) 2x FULL (3) 2x FULL CORNER STUD """'"�� AT RAFTER TO RIDGE �h 2 2.WOOD 15 A55UMED TO BE D,F,#2 d BTR. IN DRY USE L0 w HEIGHT 5TUD-� HEIGHT STUD CONNECTED TO R.R. --. - - - - CORNER STUD 2' cv TRANSFER SHEAR / � - - \ CONNECTED TO 3ESHOU�D THE WOOD IN USE PRESENT A SPLIT POTENTIAL -- ------.--- I SEE PAGE 6-003 --- - -- -- - -- z m __ '�. CONNECTION: CEILING J015T TO TOP PLATE (TOE-NAIL) I - �� PER JOIST 0 TRANSFER SHEAR J J �E �y (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL -- --- - - - "SIMPSON" HDQS l r" 2-Ibd COMMON FOR STRAP �N 3 F S8 d COMMON • : : : HOLE ET NEW MEMBER CEILING JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE 5-003 EACH LAP / i 5 5 LOCATIONS NOTED p J NAILS a 6' O.G. NAILS EA. D O TRAP. 1 2-Ibd COMMON HO DO G ® f � � � 4.No MIXING OF NAIL SIZES OR TYPES ALLOWED W NAILS ® b' O.G. ON PLANS C O.G. IF BLOCKED M• FOR ROOF SLOPES UNDER 5:12 WITH ?. 5.SEE SECTION b FOR ANY REQ'T TOG II __ _____ ______ G.J. G.TIES I CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) q-Ibd COMMON - (, EACH LAP Q J CORNER I P050GKED j :•.;.. • • CORNER POST ROOF SPANS OF 24' OR GREATER, TIGHTLY BOND THE END OF THE NAIL TO A q0" ANGLE,SEE ----- --- --------. �I J00 LINCH THE NAILS(TO -- - ----- ------- -- ---- -- - COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE G-003 PER TIE i i GRAPHIC BELOW) if > d' O �~ "• `•••- 8 d COMMON NAILS SIMPSON' HDQS ---------_ _--. 6. HOL LOCATIONS NOTED j. EA. END OF STRAP FOR ROOF SEGDTION52.45 PLRAEGEMENTOFNAILS b SPKES tLE COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) - - - 2-8d COMMON I- EACH-END - ---- ' SLOPES OF 5:12 AND GREATER. SE TIO --- - -- -- -- - - -. ON PLANS RIM BOARD TO RAFTER (END-NAIL) --2-Ibd COMMON EACH END Q Z 4 I i f CONNECTION BI B2 AT RAFTER TO TOP PLATE TO STUD jl J N WALL ERP�MINO w cfl HOEDOWN INSTALLATION OPTIONS: LO w � I - I GCNNEGTION. J f FOR STRAP - B d COMMON NAILS ® .r.'��"W .......... .- - - - --- -- - -- - ------------ FOR NEW P. GONG. FOUND.'s ~• "~ �2 TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-Ibd COMMON ' PER FOOT Q HOLDOWN CAST IN PLACE w/-1/5"41) THREADED ROD `�. -_ -- - --- - _-_ -_- - ___ J O .. .-."•-~'•' EA.END OF STRAP: f - - - ------- - ---- - - - ' TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-Ibd COMMON JOISTS - EA. 5 FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s • • seE WHEN IN TOWN OF ISLIP OR NAILING (+ IDE NOTE - - CONCRETE w/D SIIMPSON"ROD SE HIGH 5TRE OTH EPDXY-DRILLED) EMBEDDED 12" INTO , �� " I • • MAX. NAIIL NO GRID ABOVE UTMETRY' EXCEEDS THAT ILIZE IN � / � � STUD TO STUD (FACE-NAIL) 2-I6d COMMON ;_ SIMPSON # H2A (OR EQUAL) RAFTER TIE :.:` ----- --- - - ------------- - �, - - - --- 24' c2.G. W HEADER TO HEADER (PAGE-NAIL) Ibd COMMON HIGH 51TRENGTHACRYLIC ADHESIVE) USE "SIMPSON' AT --- - --- • FOR TOENAILING - 8 d COMMON NAILS I6-O.C. ALONG EDGES' FOR EXIST. /NEW G.M.U. (GONG. BLOCK) USE SAME }i • -- ---------- _ - t .. ! i TOP or BOTTOM PLATE TO STUD FILL TOP 2 COURSES SOLID S CAST IN PLACE HOEDOWN ".••. ; FOR G.J. TO R.R. - G{ I6 d COMMON NAILS BOTTOM PLATE TO FLOOR J015T(BAND J1018T 2-Ibd COMMON - JI PER STUD -- 'i W s CONNECTION - I 2-Ibd COMMON PER FOOT ------ p4/7/5'4) THREADED ROD REQUIREMENTS FOR 12 i _ APPLICABLE) FOR EA. PLATE TO STUD ABOVE 8 OR BELOW ENDJOIST, or BLOCKING (FACE NAIL) V HOEDOWN 'G' HOEDOWN 'D' RAISED G.J.'s(WHEN ....�". _2 -ICCOMMON NAILSAT G.J. TO G.J. CONNECTION: 1,= _ - _ -- - --_----- ----- --- - - =1i- --__ ___ =-__• _�' -- __-__ -__ _; U `' J FOR G.J. TO G.J. - q 16d COMMON NAILS FLOOR ER4MINO -__. - -- _- --- -_ -- ___--._- - ---.._-- .__-- ------- PEI; - _. FOR NEW B EXIST. ,- - - ---_ FOR NEWLY POURED CONNECTION GI G2 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-bd COMMON l;i PER JOIST FOUNDATIONS • ---------- -- - - - FOUNDATION ® ONE STORY ONLY� • - - (3) 2x FULL BRIDGING TO JOIST(TOE-NAIL) 2 bd COMMON . EACH END ' HEIGHT STUD CORNER STUD {, - - --- -------- - - ----- - �I-- - --- ------ ---- ; CONNECTED TO I ;I �I - --------- ' 'I TRANSFER SHEAR "SIMPSON" HDaa AT STUD TO FLOOR ASSEMBLY EACH END (3) 2x FULL ° � _- I 2-ad COMMON--- I � ',�� ;;•. HOEDOWN ANCHOR ■ 11- 2-Ibd COMMON „~ HEIGHT STUD �2 -""'"' """'""" BLOCKING TO SILL or Q JOIST TOE-NAIL � ----- ---jl------- ------ "" . a TO STUD GONNEGTI ON: -- -- -- - -- ---_-_.-- -- ---- 5-I6d COMMON EACH BLOCK �. LOCATIONSON NOTED NAILS a 6 O.G. +� -^ € TOP PLATE (TOE-NAIL) PLANS, IO O.G. IF BLOCKED FOR STRAP - 3 8 ClL -I---------------------------- - ----------------- CORNER POST COMMON II- -EDGER STRIP TO BEAM (FACE-NAIL) 5-I6d COMMON EACH JOIST NAILS ® EA. END OF STRAP II l; _ ----------------.-__-_-- .,, i (TOE-NAIL) I �--------- -- - - ----II t I I JOIST ON LEDGER TO BEAM 3-bd COMMON PER J015T FOR EA. PLATE TO STUD ABOVE d OR -------- - - - ---- I -- - - - ---- - --- - 2-Ibd COMMdN i --i'r - ----- o BELOW - 2 16 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER •JOIST NAILS ® 6 'O.G. i I I I �.. .... ..._. ---- - ---2-I6d COMMON------�--- - - --- I I BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) PER FOOT I i{ ' - ------- ------- - - - ---- ---------- ---- -- - - -- --- I i � i - • II, :I I ROOF 5HEATHINO jl • ! I, STRUCTURAL PANELS: - --- - - -- - - - -- - = ,� PERIMETER ED,_E ZONE I 1 BLOCKING a ad COMMON . 6" EDGE / 12" FIELD I INTERIOR ZONA 'SIMPSON" STHDI4RJ CONNECTION DI D2 SOLID b" EDGE / b" FIELD HOLDOWN INSTALLATION OPTIONS: I ® EA.BAY bd COMMON FOR NEW P. GONG. FOUND.'e I I /1 ! „„„ „ •• • GAB UP TO q” RAKE OVERH AKE OR RAKE-TRUSS w/ ii--- ad COMMON - - ii 4" O.G. -_-- HOEDOWN CAST IN PLACE w/1/8"� THREADED ROD I I II = i � u :.�••••"'"'" AT STUD TO FLOOR ASSEMBLY TO SILL .�'' '� GE I L i NO SHEATH I NO ., I FOR EXIST. P. GONG. OR NEWLY GURRED FOUND-'s g1 I/2" MIN. ; PLATE(5) CONNECTION: D2ff - 1/95"-P THREADED ROD (PRE-DRILLED) EMBEDDED 12 INTO ET HIGHS NGTH EPDXY - -- CONCRETE w/ "SIMPSON" 5 TRE II -_-- GARNER � t � � •• ,� i GYPSUM WALLBOARD 5d COOLERS T' EDGE / 10" FIELD ADHESIVE), 4 FOR TEMP.'S O"F-40-F USE "SIMPSON' AT o c - --- - - -- JL-- - - -- (HIGH 5TRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR �/ FOR STRAP - 3 8 - -- - I -- o d COMMON NAILS ® EA. f - --- _ __-- _-- SPECIFIED ON I EN7 OF STRAP (WRAP STRAP UNDER SILL PL.) FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE WALE SHEATH I NO FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN i` •. 'o o FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - - __ �� - � '•• d COMMON NAILS '• ; JUEA. � STRUCTURAL PANELS= ___=_ ------ _--_-- _-- �_-__--__-- - 11 =-_= �6EDGE / 12 FIELDI w/-!/8 THREADI-D ROD _ IPJ_ ad COMMON IIALTERNATE CONFIGURATION - ABOVE STUD TO -- -.-_- --- _-- - -- - 1" EDGE / 10 FIELD _. ._.."......_. STRAP w/(3J GYPSUM WALLBOARD .-- - - -__---_-__:__._ ,_--_=5d-COOLERS - __--___OE 1 - --FL�GR CONNECTION w/ # LPT4 51MPSON (OR '�I /� }� I/� � I/� I,�I � Ip� I,�IOORIDR ' 'I�l>�i1L= II Vim//57RII�lL/ Y `4I Vl./QY`�/D EQ)AL) ® PLATFORM TO SILL PLATES ............... NAILS R EA.END - - ---' z ALTERNATE USE1=LOOR SHEATHINO (SU7.JI=LOOK) 5T D RE- LTERNATE EA.STRAP TOJOIST-(FOR NOTATION: - -- - - ---- - -- - - - -- --= -- o�-- --- A - NUMBER OF ad NAILS a EA. END OF STRAPPING (201a WFGM, TABLE 3.1,P. laq) GONNEGTI ON E ..... SIMPSON H2sN I STRUCTURAL PANELS: I- I-- _ B - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (20195 WFGM,TABLE 3.235,P. 251) or LESS: G - NUMBER OF FULL HEIGHT KING STUDS a EA. SIDE OF HEADER(20195 WFGM,TABLE 3.230, P. 252; „.......• „- - • GREATER THAN I": 10 COMMON b" EDGE / 12" FIELD �'� - _ ---- ' ..-"'""„.............~.„ IOd COMM 6 EDC-�E 12 FIELD D � �� - ALTERNATE AS PER TABLE 3.23D,P. 2q3) ' - I- -------____� _- -11 I—D D NUMBER OF 2018 WFGMT ABLE 5.71, 1-. 1519NAILED THROUGH ADJACENT KING STUD TO END OF HEADER a EA. SIDE ~•,... ..: • I - -- -- - - - J --- - - --- NAILING REOUIREMENT5 ARE BASED ON WALL 5HEATHING NAILED b D.G. AT THE PANEL EDGE. A i -- III E - UMBER OF JACK STUDS a EA. END OF HEADER(2015 WFGM, TABLE 3.22F,P.256) I AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. a l F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK SND TO END OF 51LL(5) a EA. 51DE PLATE(S) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3” O.G. AT THE PANEL EDGE TO OBTAIN HIGHER I �-G * SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD'PATH. PROJECT: I I (DOES NOT APPLY TO DOORS) (2ola WFGM, TABLE 3.95,P. Iql) WHEN WALL 5HEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF I FOR STRAP - 3 8 d COMMON NAILS a EA. ...... NAILS SHALL BE PERMITTED To BE REDUCED TD I-I&D NAIL PER FOOT. ............. s - FOR RODF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF INGL DIN I END OF STRAP (WRAP STRAP UNDER SILL PL.) U G 4 ON EACH CO R L ETf ROUGH OPENING FRAM f=ASTENINO SCC PDR WN OW/DOOR OPENINGS _ SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE - .. _.. USED. �F FOR EA. PLATE TO STUD ABOVE s OR BELOW - (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) 2 16 ADDITION A 1 - I --- - d COMMON NAILS I -- NOTATION - A B G D E F C -- - 1 ROUGH I I I I r i I I i II i' OPNG I I' 300 CLEARVIEW ROAD 2'-0' 2 I I I I I 2 SOUTHOLD, N.Y. 11971 4 I 12 IIII 2 1 2 I I aI� S�L� � I �� O� TOS ���T� OABLE ENDWALL PROVIDE (2) 2 xl0 HDR (MIN.) U.O.N. b-O 'll 5 BRAG I NO/STRAPP I NO DRAWING TITLE: (B) - REOUIRE5 SILL PLATES OF 2 x95 (MIN.) 1 --_ - - -- 3 3 -- - - - ----- 1 I I TOP PLATE I - - _ - BLOCKING 2 FOR RAA PROVIDE HOLDOWN ANCHOR BOLT - - - - - LENGTH -- f 8 O 7 2 3 - 4 4 4 }— SPLICE TOP PLATE WINDSPEXPOSURES BGNTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK ® BLOCKING m 12" o.G. FOR WIND - EXPOSURES BBG - 4'-0" O.G. TO AGHEIVE RAKE O.H. STRAPPING, & NAILING DETAILS ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF I - - - - FASTENING SCHEDULE 1 I III II I , - -- ! BUILDING MINIMUM 5PLIGE BUILDING MINIMUM SPLICE 1,2-,4 - DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) ' I i TYP. STRAP w/(3) ad NAILS EA. END PAGE: 12'-O" 2--O"/2'-b" 121-011 jl 3'-O" OF EA. STRAP Aowlr& A011b, 0 Awl& Ag%k ON& J I `��I I O R f5O Ls I S�E� F I Cl A T O `l 51-011/51-11, ff IN I6'-O I' 4'-O" -- { ATTI C ■ 20'-0" 4'-0"/5--0" 11 2U v 0'-01, 5-O - SPEGIFIGATION (2018 WFGM TABLES 3.2A 3.28, P. 15'1-160) 24 O' BLocKINe 2 BAYS 4-O"/5-O" 24-O" 6'-o" BACK a 4'-O" O.G. CORNER sa" CONDITION FOR ALL STRUCTURES: - -I DATE: 01/29/21 3 OF 10 •. . /8",P ANCHOR BOLTS a 39" O.G. - - - 5 28-O 5' II 5:2'-0" I N SECOND FLOOR I ZD 5( ,I Lu ' 1'-O"/b'-q" 36'-0" NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATECON LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 401-011 8-O'/0'-O' 40'-0° I. MIN. -f" EMBEDMENT INTO CONCRETE PROVIDEIAN EQON IUIVALNO IENTNUMBER OF NAILS ILS PER FOOT. OR SHORTER SPLICE F r BLOCKING 2 BAYS �^ , END w/ 3" SQUARE WASHERS AND END NUT SETUP; I - BACK ® 4'-0" o.G. �,�, • ::; ,' , , 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50-o 101-011/121-61, 50-oilI3'-O" r CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. IE FILL IN EXPOSURE B TYP. STRAP w/(3) N TOP TWO GOUR5E5 50LID I 8d NAILS EA. ENDS 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-O" 12'-O"/15'-O" 60'-O" I6'-O" OF EA. STRAP �, `" t;;" .••j .9 HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT $` LATERAL LOADS SHALL BE MULTIPLIED BY H/a; ;' PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 10'-O" 14'-O" 10'-O 1q'-o" FIRST (P i u " (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR sp- 5. ANCHOR BOLTS ARE TO BE BETWEEN 6 4 12 80-01. I6-o' b0'-O" 22'-O" A� �' �j� FROM ENDS AND CORNERS (TWO a CORNERS) q'WALL - 1.125 : ®( (SEE DIAGRAM TO LEFT) IO'WALL- 1.2s4t II'WALL - 1.615 BLOCKING 2 BAYS 12'WALL- 1.5 THIS COLUMN w/MULTIPLIER BACK a 4'-O" O.G. 4. COORDINATE W HOLDOWN LOCATIONS FOR lo'-o" WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL I. 1 MISCELLANEOUS FRAMING ORAPHICS CONTINUOUS BUILT-UF 0IRDERS 3 OR MORE SUFFORTS a� (THAT EXCEED FRAMING STANDARDS, IT 15 REIO'D FOR FRAMER TO HAVE A REE3LOC, I NC FOR �L.ATFORM WOOD FRAM I NC a U WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE (FOR ENOINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEC.'S FOR ADDITIONAL INFO.) ,� 20 AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL GODS) - = BETWEEN 1/b ASSEMBLY REQUIREMENTS: CONNECTION a 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED J = CN PATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER - Lu UNDER LOAD BEARINO WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE - I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES NON-LOAD ;BEARING WALL OFFSET FROM SUPPORT A I(2)ROWS IOd NAILS m 12"O.G. p AS FIRE-STOPPING. Q w MAX. 32" LOCATED BETWEEN ONE SIXTH AND ONE QUARTE >_ R THE SPAN LENGTH FROM AN INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE t { 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST mz STUD5 STUD B II(5)ROWS loci NAILS o 12"O.G. SERVES A5 FIRE5LOPPING. H ,I I P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE � (n Z SUBFLOOR 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE —� (2)ROWS I/2" BOLTS m 12"O.G.STAGGERED; I JOINTED GN THE SAME 51DE OF THE SUPPORT. SUBFLOOR G DBL.m ENDS TWO-PIECE I J = PLATE SERVE AS FIRESTOPPING. �. J D 1(2)ROWS I/2" Q BOLTS® Ib"O.C. - - - - BUILT UP GIRDER P MAX. 32" NAILING: LO SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE � I it I SOLE PLATE - -- SIDE WITH IOd NAILS, TWO NEAR EACH END OF JOIST SERVES A5 FIRE5TOPPING. 0 __- - __ _--. EACH PIECE, OTHERS STAGGERED WITH A DISTANCE O � E (2)ROWS 1/2" m BOLTS o 24 O.G. BETWEEN I/b 'A tj 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING (2)ROWS 3-3/8"TRUSSLOGK SCREWS m 12"o.c. a v4 of A OF I6 INGI-E5 BETWEEN NAILS IN A HORIZONTAL III' jl j L L' F sGREWED ON(1)SIDE OF MEMBER LINE; OR ORDERS ARE TO BE NAILED FROM EACH II l II III I OR OF NONCOM-BUSTIBLE FILL. z d' m (2)ROW5 3-3/5"TRUSSLOGK SCREWS m Ib"O.G. SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH =I I' it; i -- I'I! I 0 I I II '� kF SCREWED ON 0)SIDE of MEMBER-- - -- I I- -- 8 _I II II ' -� - „ 6. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE Q ' P B 1ST,OTMAIL55 A HORIZONTALDISTANCE OF 32 �! - -- , i-' AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN = I - _-- i; JOISTS SERVE AS FIRESTOPPING. �- - - - - - l I - II, Z JOIST i H (`-BREWED oN(8"5 DE opoc�B Se-RENS m 24"o.G.- THREE-PIECE II I' .I; !� I I I ---- �'� .', � -_-� _ - ' 1 '' I I I' "1. FOR PLATFORM W MAXIMUM OFFSET (2)ROWS 5"TRU55LOCK 5-011 o I2 O.G. I --- - - II-I FRAME CONSTRUCTION: THE SOLE AND SCREWED ON BOTH SIDE OF MEMBER BUILT UP GIRDER MAX.32" THREE-PIECE GIRDERS ARE TO 8E NAILED w/ 20d _ I 1'' '' I;f A. I- I j 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q -� JOIST DEPTH, d NAILS ON EA. 51DE w/ TWO NEAR EA. END OF EA. 11� MATCHED 51ZE OF BLOCKING FIRESTOPPING AND K II(2)ROWS 5"TRUSSLOGK SCREWS m Ib' o.c. 4 - "' - - --- PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE ;' It I SERVE A5 FIRESTOPPING. J OO -- - it SII „ h t 3 UNDER NON-LOAD BEARIN (2 ROWS 5 TRU55LOGK SCREW5 0 24 O.G. L_- I 8. THE HEADER SERVES AS FIRE-STOPPING. Z BLOCKING I OTHERS 5-Ar w/ A DISTANCE OF NOT MORE i ' '' I PARTITIONS ® 32' O.C. STUD L SGREWEv ON BOTH 51DE OF MEMBER a 1/4 OF A THAN 32" BETWEEN NAILS IN A HORIZONTAL LINE. — BETWEEN I/6 I" _- - - --- _I - - 1 _1 f a. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL r'I DOUBLE PLATE Nom FOUR-PIECE CIDERS ARE TO BE A55EMLED A5 I __I___10_-_ I BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO J GANTILE�ERED FLOOR I.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN AND NAILED w/ 20d NAILS AS SPECIFIED __I . 6 - STRINGER TO SERVE A5 FIRESTOPPING. Q Z CEILING BRACING I PLAN SHALL USE CONNECTION PATTERN A WHEN e, OR SMALLER FOR THE THREE-PIECE GIRDER. - _ -- _-- k-j 4-,' I I' GABLE ENDWALL _ IO. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR N a CONNECTION PATTERN 'B'WHEN 10"OR LARGER J i FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH W (D SND 2.WHEN SGREWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANGHORIN6: 2 I. I _ __ -!„ 11 l APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL � m TA OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER P GIRDERS ARE TO BE SECURELY ANCHORED TO ' I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH LO SOLE PLATE 2"x4"CONTINUOUS GABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR ;` i! FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF 0 Q SUBFLOOR LATERAL BRACE ® 60.0. TRUSS BOLTED TO STEEL COLUMNS. THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 ,J 0 AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE BAND (2) lod NAILS TRUSS OR I LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED J015T C I AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL p` �I I ' IGf� PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON N A I L INS F A I TE R I `l S FOR 5 1 D E LOADED E3E A M� 0--t.-Il . F L U J I I B��M�) NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE Lu J= AS FIRESTOPPING. l0)8d -LOCATIONS REGUIRUN6 FIRE5TOPPING- NAILS 0 < _ FIRE- _ WOOD FIRE-STOPPING FIRESTOPPIN6 STOPPIN6 FIRE �— STOPPING FIRE- FIRE- FASTENING RECOMMENDATIONS FOR SIDE-LOADED, I,' STOPPING STOPPING SOLE W MULTIPLE-PIECE MEMBERS rm H JOIST * 5d COOLER NAILS o 10" O.G. NAILED' BOLTED = J 2 ROWS Y2" O 12'O.G. • O.G.5r565ERED' _ - - ----- - - - - VERTICAL "4EL COMMON BOUTS•24" BOLTS BOLTS FIRESTOPPIN6 WHEN 20 L1.STRAP - • e 12"O.G. a 12"O.G. 0 b"O.G. COVERING 15 APPLIED BLOCKING 2'x4" BLOCK NAILED TO EA.BRACE I 2 Rows Ibd 11 I to UNDERSIDE of Q S ROWS Ibd Z ROW514' 2 ROWS J4" N/(4) IOd NAILS COMMON STUD g TWO ROW5 12"O.G. THREE ROW5 12"O.G. JO15T5 GYPSUM BOARD DOUBLE PLATES . (10) 5d NAIL BEAM SELECTION w/ STD. NAILING LOCATION I LOCATION 2 LOCATION 3 ` 5d COOLER NAILS® 10" O.G. LOCATION 4 JOIST SHALL BE LOCATED DIRECTLY DENOTES ENDWALL STUDS AS NOTED IN NOTES 7 $ 8 s NONCOMBUSTIBLE .r DENOTES ALT.FOR USE OF DRYWALL 5GREW5 FIRESTOPPIN6 LALTERNATE a'•i OVER STUDS,UNLE55 TOP PLATE 15 4"m EDGE/12"a FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDGES SOLE WOOD FIREETOPPIN6 OF GIRDER DESIGNED TO CARRY THE LOAD sGREWs ab - 0'a" TYPE W OR 5 FIRE5TOPPIN6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAGGERED TWO ROWS b"o.c. LOCATION 5 LOCATION 6 d" FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL 4* INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. I 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 © NONCOMBUSTIBLE FIRES TOPPING 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 APPROX.I INCH THICK BOTH SIDE OF THE MEMBER MAY DOUBLED FOR W O.G.OR TRIPLED Fft I NNE TIONS M BE b.VALUES FOR NAILING GO G FOR 4"O.G.NAIL SPACING. OG TION 7 STD NAILING FOR TOP LOADED MULTIPLE-PIECE SEAM5: STRAPPING w/ 1.2 ROW5 OF Ibd COMMON NAILS(I2"O.CJ FOR DEPTHS I2"OR LESS FIRESTOPPIN6 4 8d NAILS LOCATION 8 LOCATION a . .Ill pill 10 1 d EA.END® R.R. b.s ROWS of Ibd COMMON NAILS(I2.O.C)FOR DEPTHS OF 14",Ib'a IL'. LOCATION 10 it FULL WIDTH z KING 2"x BLOC 0 H i II II W �ONSTRUGTION DETAILS I$ Vel ND LOAD FATH CONNECTION DETAILS _ i I I TOP PLATE DRILL 2'l INTO ROOF — I DECK FOR 5TRAPPING INSTIL. NOT TO SCALE INTERSECTION DETAIL EXIST.OR NEW R.R.BELOW NEW R.R. SET w/ UPPER TOP PLATE LAPS 4 IOd III p' ONTINUoU5 LOWER TOE NAIL NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'g I� i ALIGN NFA a EX. II R.R.AS SHOWN KING STUDS -- I ll PLAN VIEW NOTE: SIMILAR® 'SHED' WOOD JOIST WOOD JO Is - - CRIPPLE STUD,,___ - - --- ROOF,R.R. IN LINE � it BLOCK I NO -- JOIST HANOER HEADER -- I GENERAL REc�U I REMENTS FOR GENERAL REG2U I REMENTS FOR - - - •--<_; z INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS OI RDER/HEADER - � I • . • ' -- WOOD O I RDER JACK STUDS 0 WOOD JOIST -- - - - - - - - ---- -- - - - l -- - > I MAIN MEMBER --- � o �w I �n• 30. � Q I i i —� JOIST FRAM I NO OVER WOOD OI RDER JOIST FRAM I NO FLUSH WITH OI RDER/HEADER TYP I GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: DIAM.X 5 APPROX. 30° w/THE MAIN MEMBER a STARTED APPROX. }� THE LENGTH OF THE NAIL FROM THE MEMBER END, C 0 R L ETT I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A a0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER,FOR THI5 APPLICATION, SHALL BE AT LEAST 51X TIMES THE DIAM. OF THE NAIL RAFTER - ----- - - -- ` ADDITION 5. TO AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN6 JOI5T WALL STUD WALL STUD -- --- --- WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE BOTTOM PLATE - IN EA. SIDE WHEN FASTENED TOA 2'x6" TOP PLATE. BATHTUB SUB FLOOR 300 CLEARVIEW ROAD DOUBLE JOIST DOUBLE JOIST_ _ TOP PLATE •• SOUTHOLD, N.Y. 11971 GH I M. CHASE SECUR I NO © STD. SIDE WALL DRAWING TITLE: L STUD _ _ _ ___ _____ , , FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEAR I NO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION H/ STUDS TO ATTIC FLOOR $ BLK'G TO R/L SIDES w/STRAPPING TO R/L SIDES) PAGE: WIND RESISTANT CONSTRUCT ON CONNECTORS TOP PLATE ® O -moi[A N GHIM. CHASE WALL z v - - - - - - - - - ---- - -- _. -- -, - - � �� � CONNECTION LOCATION: I PART NUMBER: -- - -NOTES: - -- ----- - �' uu4w00 13-0)to `' Ri DOE-TO-RAFTERS G520 (9 21 " I APPLY TO EACH PAIR OF RAFTERS11 Q 3� W - - - - - - -- - - --- -- -- 113_j ® RAFTER-TO-WALL H-7 -- APPLY TO EACH RAFTER - - -- �z I a z Q - - DATE: 01/29/21 4 OF 10 ROOF = Z 1 ° o RAFTER-TO-=LATE H8 or H2.5 APPLY TO EACH RAFTER z I II a -- - APPLY TO EACH WALL STUD RECD BLOCKING PLATE-TO-WALL STUD CS20 ® 18 TO ALIGN w/ STRAPPING Q W ® EA. LEVEL ABOVE ® Q 2ND FLOOR WALL-TO-IST. FLOOR WALL LFTA or C520 © S6" APPLY TO EACH WALL STUD THE FIRST FL. tu V ® Ij HEADER-TO-JACK STUD G520 @ 12" I �h7 Ja APPLY TO EACH JACK STUD FLOOR/01-5. III I �9 '�•. C� H5 APPLY TO EACH CRIPPLE STUD "A - - -- - - -------- --- - - I; t ' CRIPPLE STUD-TO-HEADER y^ SHEAR WALL HOLDDOWN ANCHOR r� 4,, I 55TB I APPLY TO EACH SIDEWALL ENDtp I ST. F GOR-UNDER-S G520 NRAP UNDER DOUBLE SILL PLATE L ILL PLATE I I SIDE VIEW ALAN VIEW (USE WITH 3 SQUARE WASHERS) !: OF USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. II a 0 NERA\L 5)'M50L <E) : Q U'. _ ED NEW PARTIAL HEIGHT - EXISTING TO BE DEMOLISH - WOOD FRAME (L.G. STL. LLJ d� O WHEN APPLICABLE) J N EXISTING TO REMAIN W rl NEW FOUNDATION WALL NEW WOOD FRAME (L.G. LLJ >- STL. WHEN APPLIGAB'_E) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL 0 � Z POST FOR 4" WALLS J _ WOOD FRAME (L.G. STL. — F- J WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL F- Ln POST FOR b" WALL5), U.O.N. d7 Q NEW 2-HR FIRE RATED O Q Q WOOD FRAME (L.G. STL. d Ln m WHEN APPLICABLE) Z Clr m O H Z � Q LL1 J J 00 ZT-1 (D J t i r-I O Z >: 4 EXIST. WOOD Q Z ri DECK J N Li. W CD Lo w e-I 1` = Lo ui - - - - 1 , ' U Lu F— V U J I _ EX15T. WOOD EXIST. OPEN DECK BALCONY j - - - - - - - - - -- --- - - r - — — — EXISTING 5EGOND STORY I I BALCONY TO BE REMOVED "�- EXIST. DN. } LJ t I I - - - I ' I EX15T. ---- ----I EX15T. SECOND ENTIRE EXISTING 5UNROOM 1 BATHROOM STORY - TO BE DEMOLISHED I 1 '°) III BALCONY ' I I - EXISTING DOOR ! I TO BE 'I I EX15T. KITCHEN REMOVED - - EXIST. = 5UNROOM - - - --- 1 I I I I EX15T. I I I EXIST. LIVING BEDROOM EXIST. - - - - -- - - - - BEDROOM -EX15T. - ----- ------ ROOM � EXIST. BATHROOM i I EXIST. EXIST. -- ---- ,_ z I I �I I —-- -- � REF. 0 0 I I U --— -- —— `,I EXISTING EXIST. D X ST. --� T WINDOW TO BE N ---- - � - I REMOVED 0 - - EXIST. j - EXIST. BATHROOM o EXE EX15T. - CL. DN. ROJECT P I I CORLETT EXIST. f -- - - BEDROOM BEDROOM ADDITION --EX15T. EX15T.ROOMING GL. - EX15T. I I DN. EX15T. 300 CLEARVIEW ROAD GL. ' III SOUTHOLD N.Y. 11971 EXIST. -- -- -- I---I STUDY I I - - � i � i - EX15T.P - - -- ------ DRAWING TITLE: PROPOSED DEMOLITION PLANS I I fi ROFOSED FIRST FLOOD' I7EMOL I T I ON FLAN SCALE: 1/4" = P-O" I EXIST. { EXIST. AGE. a Jim to A-J.VM - - ■ I 'I I EX15T. COVERED it DATE: 01/29/21 5 OF 10 PORCH �I I EX15T. 5 a - SOF PJE'`��� � ROFOSED FIRST FL�OOR DEMOLITION FLA �I. SCALE: 1/4" = P-O" i OENERAL SY1"f 50L <EY : Q � U _ EXISTING TO BE DEMOLISHEDNEW PARTIAL HEIGHT D Z O r. WOOD FRAME (L.G. STL. ED EXISTING TO R1=MAIN WHEN APPLICABLE) W = N NEW WOOD FRAME (L.G. NEW FOUNDATION WALL ; Q e W >_ STL. WHEN APPLICABLE) Z NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" STRUCTURAL WOOD FRAME 'L.G. STL. POST FOR 4" WALLS 0 WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURALLo J NEW 2-HR FIRE RATED POST FOR b" WALLS), U.O.N. O (3) O WOOD FRAME ('L.G. 5TL. 0- lcr WHEN ADPL I CA13LE) >- O FOUNDATION PLAN NOTES --- -- - - - - -- _-- -- -- -- Q W J TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: oo O • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD d SILL SEAL Z (fl • ANCHOR BOLTS AS PER PACE 6-003 J rI H • P. GONG. FOUND. WALL_ AS PER DETAIL UPONz '0 • P. GONG. FOOTING AS PER DETAIL • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR Q Z • S.O. FOOTING 5'-0" BELOW GRADE MIN. cc • 1/2" EXPAN51ON JOINT ® PERIMETER OF SLAB (WHEN LL APPLICABLE) EXISTING PORCHO uj • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS/ FOUNDATION TO _ Lo STOOPS (WHEN APPLICABLE) • REMAIN MASON TO ACCOUNT FOR FINISH STONE ON THIN SET FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) I d � O O HOLDONN: HOLDOWN 'D' A5 PER PACE 6-003 8'-4y2 4 8 W O BEAM POCKET (TYP) b l� � NEW 3)P.T. 2"X10" I- DROPPED BM. W TYP. STL. COL.: EXISTING PORCHF- FOUNDATION TO I I I I U O SEE NOTED DETAIL AS PER PLAN p = J REMAIN U J ONEW &"0 SONOTUBE' FILLED SOLID w/ P. GONG. UPON 12"xl2"x5" DEEP PAD FTG. AS PER NOTED DETAIL FOR WOOD STAIRS ® GRADE: z IA-501 �'� [� 4" THK. P. GONG. PAD &" WIDE x REQ'D LENGTH UPON 6" GRAVEL UNDER 2"x12" P.T. STAIR 5TRIN6ER5 MAX. 16" O.G.,U.O.N. (MIN. 3 STRIN6ER5) TYPICAL LEDGER BOARD: I O I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS ! O 2. SECURED w/(2) 5/5" 9 x 5" LONG H.D. GAL. LAO BOLTS ® 16" O.G. 5. INSTALL H.D. 6ALV. JOIST HANSER5 BY 'S]MPSON' (OR EQUAL) 4. PRO OVER TOP EDGE OF DLEDDER UNDERNEATH SIDING d BENT 5. SEE NOTED DETAIL I UNDER-FLOOR AREA VENTS Oa NEW VENT w/ MIN. I S.F. INET VENTILATION OPENING PER 2020 IRC R405; INSTALL AS PER MANU. SPECS WITHIN 5'-0" OF BUILDING CORNERS NEW 06 = CRAWLSPAGE x _ O4 I6"xa" DEEP P. GONG. CONTINUOUS FOOTING AS PER NOTED DETAIL ('TYP) lu - EXISTING u O10 15"xlb"xl2" DEEP P. CONS. PAD FOOTING ZFOUND MTAION TO AS PER NOTED DETAIL (TYP.) to EXTERIOR CRAWL SPACE ACCE55 HATCH: it PROVIDE 22"X30" LOGK.ABLE GRAWLSPAGE HATCH. _ _ _ j i I I I - --- -- � ' NEW DRP. (2) Q.5 LVL - - -9 -- O 4 3 I a N - i UNDER-FLOOR _ VENTILATION I x FLOOR cV — AREA 480 S.F. ® i Z w % REO. S.F. PROV. w EXISTING FIREPLACE LL z I � TO REMAIN VENT 3.2 S.F. I0.5 S.F. U IX6 — --- --- -- Np Lu N EXISTING I -- ----I--- -- - - � - - - - W ® FOUNDATION TO a Q REMAIN EXISTING CHIMNEY TO - -- - - -- -- - - - - -- - . I REMAIN T- 4'-4" PROJECT: EXIST. (5) 2X10 T V e— EXISTING OIL TANK TO p BE RELOCATED TO C 0 R L E1�T I'-O" ,_0 SIDE YARD ®X _j `Q i I I I O ADDITION lu I I- NEW (2) P.T. 2"Xlo" -1- dR�Pf � f NEW (5) P.T. 2"XIO p - - DROPPED BM. _ - --- L • I I � -- I I 300 CLEARVIEW ROAD 6 z Nla-by SOUTHOLD, N.Y. 11971 - x ® EX1571N6 PORCH - � /-\ FOUNDATION TO , ---� REMAIN DRAWING TITLE: N ' O i tV Exl UQ Q PROPOSED FOUNDATION PLAN I I I�RELOCATED OIL TANK I � PAGE: Aft 102EXISTING PORCH 0&moo* FOUNDATION TO REMAIN - DATE: 01/29/21 6 OF 10 i I P FROFOSEI7 FOUNDATION FLAN 1,C 10 S.F. EX I ST I NO UNF I N I SHED SPACE; 550 S.F. FROPOSED UNF I N I SHEER SP G ADDITION SCALE: 1/4" = I'-O" FN - II I }� ' �,/ ( ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; ALL FINISHES TO MATCH EXISTING WINDOWS; INSTALL AS PER MANU. 5PEC.'s. SEE G E I �l E R��� I �E3O L <E* : i DG)OR SGHEDUL� _ ry . . - - - - -- - - E PAGE "0-005" FOR NAILING STRAPPING DETAILS FLAN NOTES CL - - { - _- DOOR NOTE: DOOR " MATERIAL Q U WINDOW CHART H � NEW PARTIAL HEIGHT - i __ ._ . ______ . .---_ .______,.__.__.,_ _ -. _---.__.._____._. .___ ____ _ _ __ Oi I. INSTALL NEW INTERIOR DOORS WHEN GALLED D _ EXISTING TO BE DEMOLISHED TAG DESCRIPTION h - OUT ON PLANS B .IELD-WEN' (OR, EQUAL). W Q EGRESS Y z WOOD FRAME (L.G. STL. c cn NOTES i' 2.DOOR TYPE TO SELECT W = N WHEN APPLICABLE) p O E� 1 Q i ROUGH OPENING WINDOW DIMENSION 4 CLEAR 3.INSTALL AS PER MANU SPEG.'s - i O OPENING F- EXISTING TO REMAIN - # ri (: TAG TYPE MODEL I WID Ii 3. PROVIDE (2) 2 xa HDR., U.O.N. W TH REG-D: 20 NEW FOUNDATION WALL I O -----------. -_. . 3 - -.__--..--_ -. --____-._-_._.-- EI 4.SEE PAGE 0-003 FOR ALL OTHER FRAMING Q W _ _ _ __.. . _ . __. - - - - - - - - -----� _.__.. WIDTHv HEI(t,HT WIDTH HEIGHT �H GHT REG-D:24" -_- :-_ =. .._ - - - --- - S.F. NEW WOOD FRAME G. - --I, ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. STL. WHEN APPLICABLE) FIRST FLOOR ._. Y_ .___.__ _...____._...._-._. _ A DOUBLE HUNG TW3046 - oPEN REG2'D 5.� MIN. (2) 2x4 STRUCTURAL - STAIR RAILING NOTE_ - - - -- ___ _:. . ,. ,. = - - --J1 O T to _ _ --- = L:___ 1. ALL NEW STAIRS SHALL HAVE MAX. 1-5/4"3/4" Rf O MATCH EXIST NG -- - - - -- 2 J = Z NEW I-HR FIRE RATED _ ___ -- _- _ _ WOOD FRAME (L.G. STL. POST FOR 4" WALLS 3'-O" 6'-b" SPINDLE SPACING - ` B HUNG TW3046 3'-2 ' 4'-8 t MIN 10" Tr RISERS SHALL BE CLOSED J ' , • 1 SLIDERS (2) DOUBLE '' OI � - SINGLE ; .:._ WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL = _ - - -_' _ -_ - _ _ 2. I 3' I `1 b 42" HI SINGLE POCKET FRENCH POCKET - { I GH GUARDRAIL d � Q ' _ _. .___ „ __.. _ . _ l NOT TO ALLOW PA55AGE OF A 4" 0 SPHERE; Q P05T FOR 6 WALLS), U.O.N. 02 CUSTOM ' ! Q Q DOOR 2_8 6-8 DOOR NEW 2-HR FIRE RATED -_ = G EYEBROW 1 . SEE BELOW II 36 HIGH HANDRAIL 6 SPINDLE SPACING NOT Q ME G. STL. • • TO ALLOW PA55AOE OF A 4" 0 SPHERE L`7 WOODHEN APPLIGABLE) f 03 SINGLE 2'-O" 6'-b" I • j - it 3. ORIPPABLE RAIL AS PER CODE 1, m 04 SINGLE I _ WINDOW NOTE: Q ! 3 I. ALL NEW WINDOWS E DOORS SHALL BE ANDERSEN Z4 400 SERIES CASEMENT, DOUBLEHUNG, OR GLIDING � I I (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR 'Z I b'_4y4" Y SUBSTITUTIONS, 5EE NOTE #q IN "CLASS WINDOW5 Q W _ ----- -- -_- -- -_- -- -- AND DOORS" ON PAGE 0-002 IF CASEMENT J WINDOWS - ALL II WNDWS SHALL HAVE J 00 STRAIGHT ARM HINGE WHEN ? �. Q 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE Z Q Q TILT WASH 3.ALL GLAZING WITHIN 18 OF FF TO BE TEMP. 6L. J 4.517E PAGE 0-003 FOR FRAMING ELEMENTS AROUND , WINDOWS (TYP. FOR ALL) U.O.N. Z >: 4 r Q z �ri EGRESS NOTE: Ix EXIST. WOOD IN COMPLIANCE WITH NEW YORK STATE BUILDING U. W c� DECK CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF (o Lo Lu t EGRESS SHALL BE FOLLOWED: N = T-i Q .. - Q NET CLEAR OPENINO........... 5.7 S.F. � J Q NET CLEAR HEIGHT............... 24' MINIMUM NET CLEAR WIDTH................. 20" MINIMUM NEW WOOD FLOOR: E --- - -- f O I. NEW J" PLYWOOD 5U5FLOOR BENEATH (GLur= d 5GREW); W SCREW PERIMETER OF SHEATHINS 4" O.G. 4 12" O.G. - ---- - - - - - C p � INTERIOR. � EXIST. v�y�� r 2.NEW FIN15HEP FLOOR PER H.O. SELECTION U DN. ---- 2 - O t (f 1 '' II 'V NEW TILE FLOOR: _ W 1. NEW TILE FINISH (H.O. TO SELECT) UPON �_ V 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON 3.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON U -� 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); it NAT. LIGHT V'� � ;� 511 PERIMETER OF SHEATHING 4" O.G. 8 12" O.G. a Q VENT NOTE: NEV4 V400DNEW /� 111 NEW GUTTER TO Q INTERIOR. rx: L 11 AK , MATCH EXITING (TYP) CONNECT TO GYPSUM WALL BOARD: ;a -O , DECK DN. LIGHT RE ......Ib.O S.F. I EXTENSION O EXISTING DRYWELLS O6 INSTALL MOISTURE RESISTANT GYPSUM BOARD IN ALL ,. VENT REQ'D......... 9.0 S.F. TMP•J BATHROOMS, AND CONCRETE BOARD IN SHOWERS AND TUB s ;. O EXIST. WOOD 61.0 S.F. ABOVE Cr I SURROUNDS - LIGHT PRO .......... DECK - ---- ---l o'-b .. --- ------ - - - --- H VENT PRO...... 40.0 S.F. B G I -- - - - - - -- - � :22-6 HEATING/COOLING: — O PROVIDE NEW BASEBOARD HEATING TO CONNECT TO �-.,. 2'-O" 12'-O" 5'-6" r ` — — — — — — — — PROVIDE E NEW FLOOR VENTS TO CONNECT TO BASEMENT EXI5T. HVAC UNIT W DN. ..,., 177, 21 N QQ' NEW EXHAUST FAN AS PER NYC, MECH. .I = O8 CODE; INSTALL AS PER MANU. SPECS I VAULTED N tel• rylry a CEILING ABOVEw v z II I 0 MODIFIED OPEN in = IN 0 BALCONY 02 - NEW DEN _ q 3 ® 105 S.F. (2) 2"X10" HDR. —� Z -j 225 S.F. - R IY U EPDM FLAT ROOF I II EX. MEMBRANE; IN OSCUPPERS EXIST. N N I I I'I 1 I N,I � I KITCHEN • I - 11 b 75 LVL RIDGE EXIST. LIVING - W BEARING WALL , 10-0 ROOM 4 S.F. — IL N r I I I � 0 0 0 0! Df i V ; - I ! �,�/ - 04 "Y2 w o EXIST. ®z XX II II B BEDROOM w < N 'd`I iv I r' Z Qf N ry V - - v NEW I = I . 6 NEW OFFICE (2) 2 XIO HDR. I -- -- -- -- N"BATTHR00T 160 S.F. _ 0 I - z — --— — — _ (V —( W u, CEILING o Z IQi - ® VAULTED 3 - Az REF. O ABOVE -----�- - {- --- - -G - cf� 11r P' I - ALLEXIS°TIN INTERIOR FIRST D(�N i lL 0 �i -�_- FLOOR AREAS TO REMAIN AS ISh& Ll: . .0 0� `ry1 ,, I I -- - lo - - - - - 1/ — - - - - - - - - —I a I I 8'-O EXIST. -- I I I BATHROOM iu O EXIST. EXIST. Q PROJECT: DN. I I - - 2 0 x CORLETT - - A 2 °11 B II I II 1' �'� T "1:12 ry '7:12 _ - I - ABOVE NEW I w - EXISTING CHIMNEY NEW COVERED DN. � I - - ADDITION TO REMAIN �� NEW 2"xa" z � I PORCH O R.R. ® 16" O.G. 145 S.F. i EXIST. 0- - - - - - - J — EXIST. EXIST. DINING l ROOM BEDROOM 300 CLEARVIEW ROAD i I DN. III II - I I I I EXIST. - EXIST. I SOUTHOLD, N.Y. 11971 COVERED 4:12 STUDY I PORCH I DRAWING TITLE:___ --- --- EXIST. cv NAT. LIGHT & „ I Q - UP ,- VENT NOTE: NEW 2"x a ROOF PITCH TO PROPOSED FIRST FLOOR PLAN j - , R.R. ® I6 O.G. MATCH EXISTING I Q LIC-HT REO'D ...... 12.15 S.F. I COVERED PORCH PROPOSED SECOND FLOOR PLAN VEVT REQb........• 6.4 S.F. a LICHT PRO .......... 41.2 S.F. VEb1T PRO...... 23 5.F. - - - - EXIST. EXIST. PAGE: AVI owk 0 9 1h FROPOSED SECOND FLOOR PLANE N A-1.0SCALE: 1/4" = 1'-0" ■ EXIST. DATE: 01/29/21 7 OF 10 COVERED PORCH 1 I EXIST. �- L DN. - ---- - - - - - - q C 0. a i f a.. NE.��'� I X i�fi�OFOSED F I�:ST FLOOR PLAN !-- - - - -- 1,610 S.E. EXISTING HAE31TA5LE SFAGE; 550 S.E. fi ROFOSED HA5ITA5LE SFAGE ADDITION SCALE: 1/4" = 1'-0" I i CL ELEVATION NOTESU a � o - o ONEW SIDING Lu INSTALL NEW SIDING TO MATCH EXISTING;H.O. TO APPROVE SELECTION; INSTALL AS PER MANUFACTURER J _ � SPECS. W NEW 5/4"x2" 'AZEK' O5: EQ. : rl / ( Q W }- O I) ALL NEW TRIM TO MATCH EXISTING 2) PROVIDE AT ALL WINDOWS/DOORS (TYP) Z 5) PROVIDE AT ALL HOUSE EDGES (TYP) � Z NEW AZEK (OR EQUAL) DECORATIVE MOLDING ® CLo J O FRONT PORCH, STYLE 'r0 MATCH EXI5TIN5 � d7 Y I O0 Lo cr NEW COLUMN POST WRAP BY AZEK (OR EQUAL), a OO STYLE TO MATCH EXISTING Z d' OD O OEXTERIOR CRAWL SPACE ACCESS HATCH: PROVIDE 22"X30" LOCKABLE CRAWLSPACE HATCH. I Z a W HATCHED AREAS INDICATE NEW WORK (TYP.) 'J J OO Z Cfl J r-I Z }' j ZN LLJ I II I I ._. -- ... ._._..._._-_. �._..._w ___ Lo T-i - ....... ...................... ...... .._ ..................__......._....__........... _.._.._.. _ M _._ LoJ Lu BELLY BAND ® BUILu LD. () V[-, B I , II I I I I I I I _ - I EX15T. STAIR W/NEW Q NEW WOOD STAIR W _. WOOD RAILING kn I I I II I� I I I I I II i I I. I I II I I I III I I I I I I ' rr I I (I i I Iv' II I I I I I I i I I I I II I II I I II I Ili II I' I I I I I I i I !� II I I I I it iI I I I I I I it I I I I I I IIII I I i II I I it i i I I I I I I I I li I I i I I I III I I I I I III' I iI i I I IIII I III I Ili I I III I �I I I i I I� iI I; I II I I' I II II II II I I " I I II I I III I I I IIII � I II I I I I II �'Il I II I i l I I I II � I I I I EXISTING COVERED PORCH 3 — W/ NEW WOOD RAILING III I I I - i I I - I NEST ELEVATION (FRONT) SCALE: 1/4" = 1'-0" I ui I I i I � I I I I I I I I II II I I z I I O U I I II ui I � I I w i PROJ ECT: CORLETT ADDITION Ex. tD - il,ll 300 CLEARVIEW ROAD I IIII _ - -- ......... -_-_::..._...::... ::: .. .. ... .... I - -- I .. .� . W ..�..�._.....a.....�_a.__..�.-..._ .�.._.....___._._.._...� .. �.. ... .�_ � II S0UTH0LD N.Y. 71 Al . ._............ . . .......... . .._.._........_._ I DRAWING TITLE:...._. _. ... _ I ..........._.._........_.._..___..... _ ._....._......_....._._ ..,...._. I IPROPOSED EXTERIOR ELEVATIONS II a I I , I II , G II Il - I EX. I 1 i 1I1I I I I �L il I - I OX. I - - -I NEW WOOD PAGE: I I I 2 EXISTING WOOD DECK W RAILING 0201 NEW WOOD STAIR ■ 00 Hill -71 DATE. 01/29/21 III II8 OF 10 -- I — IIII � 3 EAST ELEVATION REAR SCALE: 1/4" = I'-O" f -- OF N�' � II II � Q ELEVATION NOTES Q F_ OI NEW SIDING W Z N INSTALL NEW SIDING TO MATCH EXISTING,H.O.TO Lu P Z Q APPROVE SELECTION; INSTALL AS PER MANUFACTURER SPECS. Q W NEW 5/4"x2" 'AZEK' (Of2 EG-): O 1) ALL NEW TRIM TO MATCH EXISTING 2) PROVIDE AT ALL WINDOW5/DOOR5 (TYP.) o Z s) PROVIDE AT ALL HOUSE EDGES (TYP) J Z NEW AZEK (OR EQUAL) DECORATIVE MOLDING O FRONT PORCH, STYLE TO MATCH EXISTING Lo m NEW COLUMN POST WRAP BY AZEK (OR EQUAL), I II 4 O c STYLE TO MATCH EXI_�TINO 'C't DO I II 0 EXTERIOR CRAWL SPACE AOOE55 HATCH: II 5 22"X50" LOCKABLE GRAWLSPACE HATCH. PROVIDE O Z W - Q J HATCHED AREAS INDICATE NEW WORK (TYP.) I I 00 IL I J I > Q 4" FRESH AIR VENT Z b7 Q L THROUGH ROOF PROVIDE "ABESGO FF200 FR J I I I j EXPANDING FOAM" (OR EQUAL) Z �„ Q 3..1 AT ALL PENETRATIONS IN FIRE I RATED WALLS AND Q Z T-11 i FLOOR5/GEI1LING5. PRODUCT _j N -- h CONFORMS TO ASTM E 814, LL- W 0 IIS - I ASTM E 84, AND UL 14.70 I X X EX. Lf) I II I _ -- - - . 12 - ' 5 — --- - ---- 0J FULL BATH __ NOTE: i. ALL PLUMBING WORK I I - I SHALL CONFORM TO I I 11 I w ' I I _. .....................___...____._..____---___..-...._._.. I I .I I � I m.�.;�....:::::r::.::::::_ow..:..:.:.::....::::.::.:.._....� -- 1 I LOCAL PLUMBING GORE W I .m.._. , I I I � I _.�.r.�.__._m�__..._�...__ .b�.W...�WwWu..�...�-...u.�...._.......... ....�.�..��... � I I I IIOUT I II II , I II _...._ __ ._.._..___... _.._......_. .._.. j - AS REQ D .. ��.,.. _ .�._.......___ . _............... v._....... � I I 1 IL CLEAN I , _ _u..._.... ._.............................._ ......_._ .. N I LL_ 12•• B � i 3' W W. PROVIDE F.A.I. F- ` C� {I - 1- „ I = J I ISHOWER U J ' I I I I � II I l -- I I ' I I III I O O G.O. 3 I i ILII i ' I i II � II EXISTING WOOD DECK W/ II � G.O. I _ NEWWOOD AILING „ i I I I R 4 ' I III � I' li I Iia - . I FI 4 HOUSE I I I I I I I I MAIN DRAIN G.O. I I I-I � I l I I II I I I I I li � I I •I I I I' I w ..�.� I i I Ili I U I n �- III 4 I TO I � SIEPTI G II I L I I II I I I I ' I I 'I I � I I III ii I h , I �I III I�I I i l II STEM I � I , - 711 I I I . l III I I i II I I I I I I I I I I I II I t I I II. I I ' r - I I EXISTING COVERED PO RCH NEW WOOD RAILING 1I I ' r I I I I , I I I i�LUMB I NO RISER SER - SOUTH EL�YATI01� i� I C HT S I I7EDRAIN / NASTE / VENT I SCALE: 1/4" = I'-O° SCALE: NTS I I III I I I II I I I Ii I I BUILDING SECTION NOTES i ! I NEW ROOFING NOTE TYP. : 01 1. INSTALL NEW ARCHITECTURAL ROOF 5HINOLES (30 YR. MINIMUM FINISH TO MATCH EX15TINO ), 2. INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL I AND AT VALLEYS OVER to 5. INSTALL 15 # BUILDING FELT (U.O.N.) OVER z w 4. 1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 5. GAP 5HINOLE OVER RIDGE 4 HIPS (AS REO'D) o� 6. PROVIDE RIDGE `/ENT (AS REQ D) 'I. FLASH ALL VALLEYS w B.INSTALL DRIP EDGE AS REQ'D PER MANU. SPEC.'s AS fi Q. INSTALL ALL I 2 Lii TYPICAL ROOF $ GEILINO CONSTRUCTION: j Q I I O NEW ROOFING A5 NOTED • I/2" GDX PLYWD SHEATHING (BLOCKING 0 ALL PLYWD SEAMS) PROJECT- 0 R.R., G.J., 8 G.T. AS NOTED ON PLANS (® 51-ANSOVER& INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N) • PROVIDE s" SPRAY FOAM (R-21);PLUS R-50 BATT INSULATION;TOTAL R-51 CO R LETT TYPICAL EXTERIOR ALL CONSTRUCTION TYP. : W O UPON "TYVEK" HOUSE WRAP (OR EQUAL) II I ADDITION • UPON 1/2" GDX PLYWD. 5HEATHIN5 OLOGKIN5 ALL PLYWD SEAMS) • 2"x6" STUDS ® 16" O.G. W DBL. TOP PLATEIL -- - --- • PROVIDE 2" SPRAY FOAM (R-14);PLUS R-11 BATT ° INSULATION;TOTAL R-25 ° 300 CLEARVIEW ROAD • 5/8" GYPSUM BD. WALL FINISH SOUTHOLD, N.Y. 11971 4 NEW SIDING NOTE YP.): 'I 12 -------- ------------------- PROPOSED RIDGE HEIGHT Q NOTE 1. INSTALL NEW 5IDIN(5 TO MATCH EXI5TINO• H.O. ----- ---- O ELEV. +18.0' - ALL PLUMBING WORK TO APPROVE FINAL SELECTION 5 SHALL CONFORM TO I I ! .__ 2. TYVEK HOUSE WRAP (OR EQUAL) LOCAL PLUMBING CODE DRAWING TITLE: 5. INSTALL. ALL AS PER MANU. SPEC.s NEW ATTIC - - ---- --- 0 2 4. PROVIDE ALL N5'ES5ARY TRIM FOR - ---._- - -- - PROPOSED EXTERIOR ELEVATION - - -- - PROPER INSTALLATION 5. 51DINO SHALL EXTEND TO TOP OF LEGEND PROPOSED BUILDING SECTION FOUNDATION WALL HOT A%TER TYPICAL FLOOR CONSTRUCTION: CONNECT TO EXIST. f------- SUPPLY PLUMBING RISER DIAGRAMS O NEW F.J. PER PLAN - = i U EXIST. EXTERIOR Q SHEATHING W Z O EXI5T, 51DIN5 MATERIAL 5/4"xb" ! J� BUILDING PAPER E HOUSE WRAP TO FULLY OVERLAP FLASHING DECK BOARDS P.T. DEGK JOISTS AS W/-TO ` Q NOTED ON PLANS W NEW STUD WALL CAP FOR 5/4" x REalD Z DRAINAGE 5/4"xb" COMPOSITE DEGKIN& (U.O.N. ON PLAN/ HEIGHT P.T. RISER � w Z FLOOR SYSTEM AS - J = 5/4"xb" P.T. - - - -- -- -- - - -- - Y Z FLASHING SECTION/DETAILS) NOTED ON PLAN DECK BOARDS Lo 2"x BLOCKING ® EA. 0 6) 0 NEW STL. GAP PL. 'A' FLOOR WOOD BEAM 5TRINCER TO MATCH SIZE O O AS NOTED ON A DED TO COL.;SEE PLAN . - �_FLASHIN& WEL , OF P.T.P DRIP EDGE P.T. DECK JOIST GAP PL. DETAILS DECK JOISTS vm" m COUNTER AS PER PLAN NEW 5-1/2" OD. SGH •440 JOISTS AS PER PLAN FASTENED w/(2) FLASHING HOT DIP&ALV. STL.. COL. FBLOCKINOASTEN STRINGER TO Z NEW BASE PLATE A' 5 8" x 5" LON& HEAVY DUTY CAL. WELDED TO COL.;SEE (ASTM A125) AS PER FASTENER (MIN. 6 0 LAC BOLTS ® 16" O.G. INTO MUD SILL METAL SALV. JOIST HANGER BASE PL. DETAILS FOR FOUND. PLAN BY 51!(S i• FASTENERS) I=- 0 RIM BD.;WHEN ® FOUND. WALL FASTEN BY '51MP50N' (OR EQUAL) ® BOLTING STEEL (OR EQUAL) � hYPJ Z w/(2) 5/8"� x 5" LONG APPROVED EA. JOIST W MASONRY ANCHORS ® 16- O.G. PROVIDE GOLD JOINT NEW 4" P. 4" THK. x 8" WIDE x WIDTH 2"xl2" P.T. STRINGERS ® I6" Q GONG. SLAB OF STAIR P. GONG. PAD O.G. (MIN. 3 STRINGERS ® 'J OO "Z" FLA5HIN5 AT GONG. SEAMS (TYPJ 1. EA. STAIRWAY) > d' 0 NEW FOUNDATION WALL 2'xb P.T. BLOCK IN BETWEEN - NOTE: 0 a ;r EA. IN5ER FASTENED TO X ALL DECKING SHALL BE FASTENS `--- :. k" ''` _ WS BY s; .� tea.. �. "DEG CONNECTION -- "` >' 3 I/2" CONCRETE SCREWS BY r TED DEGKIEO AL) Z LDDC i� "E ---- __ 1 "GALIBURN" (OR EQUAL) - MIN. J N w O _ (3) SCREWS PER BLOCK W W m 4 &RAVEL BASE IN. TE OR EQUAL j NEW (Z #5 HOR. Lo cc Tq '4-301.00 REBAR UPON SCALE: I" = I'-O" �`3' ... ...... 2) #' GRADE - GRADE 1 -- E HOR. REBAR (4 TOTAL) - 0 Q NEW I5"xlb"x12" DEEP P. GONG. PAD I FTG. (MIN. 4,000 PSI) v.__.._i..... _ - ___._.._..__._ : IS)OTA'51ED FILLLu 8 PROVIDE 5" (MIN.) GONG. COVER OF ALL REBAR WITHIN P. GONG. EXTERIOR 1�1O0I� STAIR DETAIL w FOUND. WALLS 4 P. GONG. FT5'5. PROVIDE STRAPPING d NAILING AS PER CONNECTION 'D' IN TYPICAL NAILING/STRAPPING SCALE: 3/4" = i'-O" 0 PROVIDE'. INSULATION REGUIREMENT5 FOR UPLIFT, U W BETWEEN CAVITIES SHEAR, $ LATERAL RESISTANCE" PER ENERGY TABLE ON PACE 6-005 ® EA. STUD. = J (WHEN APPLICABLE) NEW (2) 2"xb" P.T. SILL PLATES J FLOOR SYSTEM AS UPON TELL SEAL UPON COPPER S-�'EEL GOLUMI� 4 SOOT 11�C �ETA I L � NOTED ON PLAN TERMITE SHIELD -- ----- -- - - --- �-301.00 - SCALE: 3/4" = 1'-0" \\ NEW 5/8"(P HOOKED ANCHOR BOLTS ® 51" O.G. w/ 5" SQUARE a WASHER 4 ENDNUT c , z MIN. 4" BETWEEN EDGES OF #4 HOOKED VERT. REBAR ® 48" O.G. .,I(�\, I-I/2" SQUARE BALUSTER II a GRADE (STYLE TO SELECT) #4 HOR. CONT. REBAR 0 TOP 4 BOTTOM OF WALL (2 TOTAL) .. ........... 1 __..........__ II ." SIMPSON H2.5A RAFTER <1I __ __X_.,... 1 ... ..... TIE (OR EQUAL) W P. GONG. FOUND. ALL 11 Q i __. . • i (MIN. 4,000 PSI) II 11 _. 1, ..___._._......_........._ ? 5/4"xb" P.T. PECK P. GONG. CONT. FTG. z BOARDS (MIN. 4,000 P51) _..........j.�...._......._..._..'... ......._. - 8 u (4) 3/8" H.D.G. LAC Iq _ i (5) #5 HOR. CONT. REBAR II O BOLTS (PREDRILLED) 4" P. GONG. 5LAB <, a I (2) I/2"� HOT DIPPED &ALV. . n _ D f � _e \ BOLTS ® EA POST w/OVERS P PLAN - IE 4 }} ZED I '�. ..,.ri '�..)� � ,'�.•ff " }, a GAJ = PER z � —WASHERS 8 END NUT PREBORE INTO BEAM, POST, PECK T N11L>POLY . }� __..�_.__. � _._.._._................. \ / I � RIM BOARD ASSEMBELY _.._...__MOISTURE FRETAFRDER � ( � _.......___._._.._.... - --- \\'- P.T. BEAM AS NOTED It _......_...._......._...... 1 4" &RAVEIL BASE; 3" 3 "'" I 3/8° THK. PL. SOLID BLOCK ® 12 O.G. ____._..___. _ $ ..._'............._..._...._ i ; _._.._..___. i ......_._.._.. I __...______.__ 1 I 3/8" THK. H.D. ! I /q i (2) 51MPTON DJTI4Z (1) 1/2"(P HD. &ALV. THRU _._.....__... PROV. GLEAN ______.__.__.._ _...___._._..__ 1 GA-V. PL. ..... E ......_.................... 3 COMPACT FILL € I 1 DECK J015T TIE ® BOLT w/OVERSIZED WASHER E E ......_. E_.._..._.... €.... ... } _.. I ............................. . ° I� EA. POST d END NUT PREBORED INTO } P05T $ DECK JOIST TIE GAP PLATE 'A' "SIMPSON" ABA44 � ® COLUMN BASE �I OUN1�}�T 101 ILL I7T I L FOR CONNECTION OF STL. COL. TO (2) I-3/4" WIDE ry 4"x4" P.T.POST j;p FF LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER 11 &RADE j �.-301.00 SCALE: 3/4" = I'-O" 8°m 'soNOTUBE' FILLED ii 2 1 � SOLID w/ P. GONG. tl z (MIN. 4,000 PSI) 9 j1 z Lu 8 I I 1 1 O --- I O TG (SEE (4) 3/5" H.D.G. LAG . YP. ROOFINw --� (2) #4 HORREBAR BOLTS (PREDRILLED) I � SECTION NOTES) - - - _�— i (2) #5 BENT TYP. ROOF CONSTRUCTION / 12 x12"x8" P. GONG. PAD �� LL REBAR (SEE SECTION NOTES) N l_ i I FTG. (MIN. 4,000 PTU 0 j '51MP50W H2.5A RAFTER TIE �2- �\ EX7E I Oil l OOD J7EG< DF-7AI PROJECT: SCALE: 3/4" = I'-O" CORLETT 3/8" THK. PL. Y4 I " THK. H.D. ADDITION G.J. A5 PER PLAN ii GALV L. FASCIA BOARD I�2 GAF PLATE 'S' - - ----- --- BEAM AS PER PLAN FOR CONNECTION OF STL. COL. TO (3) 1-3/4" WIDE 300 CLEARVIEW ROAD LVL LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE SOUTHOLD i N.Y. 11971 DIMENSIONAL LUMBER OR 5.25" WIDE PSL 511MPSON' PG64 NEW "51MPSON" LU526 1(FOR 5 PLY BM) GALVANIZED JOIST SIMPSON" 5052-2/4 DRAWING TITLE: (FOR :2 B PLY M) HANGER DESIGN DETAILS Y4 PAGE: P.T. P05T AS Am ov% 0 �A A-lbL AV% PER PLAN PF ff Mil a w O.D. SGH. 40 HOT e DIP DAL\/. 5TL. COL. (ASTM A123) Ae PER PLAN WELDED TO PL. 8"x8"x3/8" THK, DATE: 01/29/21 10 OF 10 5IMPSON" �Idc STL. BASE PL. POST BASE PER P05T SIZE (4) 1/2" HOOKEC ANCHOR P.T. DEGKIN& BOLTS EMBEDDED INTO ......,..„tea FOOTING M IN. 4' w/ OVER5IZED ,A '- WASHER AND Et4D NUT SETUP I P.T. D.J. AS PER PLAN C E3A5E PLATE A OFN - GIVES Err) FORCH DETAIL STEEL GOLUMN CAP BASE FLATS DETAILS IA-50 1.OJ SCALE: 3/4" = 1'-011 -301.00 SCALE: 3/4" = I'-O"