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HomeMy WebLinkAbout47142-Z �o��g�FFO1Gy Town of Southold 2/10/2024 a P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44971 Date: 2/10/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 8905 Great Peconic Bay Blvd, Laurel SCTM#: 473889 Sec/Block/Lot: 126.4-17.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/21/2021 pursuant to which Building Permit No. 47142 dated 11/24/2021 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 screened porch and covered entry,to existing_ single family dwelling as applied for. The certificate is issued to D'Addario,James&Janet of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1156 6/30/2023 ELECTRICAL CERTIFICATE NO. 47142 8/31/2022 PLUMBERS CERTIFICATION DATED 11/3/2022 KeNRempe A ize a gnature qdFF c TOWN OF SOUTHOLD Sao. ay BUILDING DEPARTMENT cox TOWN CLERK'S OFFICE IVA • 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#: 47142 Date: 11/24/2021 Permission is hereby granted to: D'Addario, James 100 Sweet Hollow Rd Huntington, NY 11743 To: Construct additions and alterations to existing single family dwelling as applied for and per SCHD approval. ir1ZIT7122=A �pe.rmi to include enclosed front porch alterations and new covered entry porch as per plans provided. At premises located at: 8905 Great Peconic Bay Blvd, Laurel SCTM #473889 Sec/Block/Lot# 126.-4-17.2 Pursuant to application dated 10/21/2021 and approved by the Building Inspector. To expire on 5126/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,348.00 CO-ADDITION TO DWELLING $50.00 �1MENDIGIENT TO PERMIT - - . $G5:60� Total: $1,463.60 Building Inspector FBI/(co TOWN OF SOUTHOLD ay BUILDING DEPARTMENT N g TOWN CLERK'S OFFICE "oy • o SOUTHOLD, NY viol� ya 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#: 47142 Date: 11/24/2021 Permission is hereby granted to: D'Addario, James 100 Sweet Hollow Rd Huntington, NY 11743 To: Construct additions and alterations to existing single family dwelling as applied for and per SCHD approval. At premises located at: 8906 Great Peconic Bay Blvd, Laurel SCTM #473889 Sec/Block/Lot# 126.4=17.2 Pursuant to application dated 10/21/2021 and approved by the Building Inspector. To expire on 6/26/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,348.00 CO-ADDITION TO DWELLING $50.00 Total: $1,398.00 Building Inspector OF SO!/r�,�l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlinl'aD-town.southold.ny.us Southold,NY 11971-0959 OOUNTN,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: James D'Addario Address: 8905 Great Peconic Bay Blvd city,Laurel st: NY zip: 11948 Building Permit#: 47142 Section: 126 Block: 4 Lot: 17.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 53 Ceiling Fixtures 21 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 8 Wall Fixtures 13 Smoke Detectors A Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures 32 CO2 Detectors Sub Panel A/C Blower 3 Range Recpt Gas Ceiling Fan 10 Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt G8S Emergency Fixtures Time Clocks Disconnect 3 Switches 42 4'LED Exit Fixtures Pump Other Equipment: Fridge, Hood, Oven, DW, W/D, 200A Panel 40 Circuit/ 39 Used, minisplit Notes: Inspector Signature: Date: August 31, 2022 S.Devlin-Cert Electrical Compliance Form r.. Town Hall Annex J� Telephone(631)765-1802 54375 Main Road " Fax(631)765-9502 P.O.Box 1179 • ; Southold,NY 11971-0959C��� ' - ® EcIfllv� l BUILDING DEPARTMENT TOWN OF SOUTHOLD NOV 2 8 2022 ED 3OWW OFSOU& f CERTIFICATI.O_N Date: . - Building Permit No. CO, Owner: - (Please print) _Plumber: . 60 . .. (Please rid) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ---- \ - (Plumbers Si re Sworn to before me this day of 1? 20 Y Notary Public,5tA, _v_ ounty ` s,........,�''. 1)eborahorloivski ` 'Notaav'�t Notary Public,State of New York c p*_ go.01OR6290392 PUB Z_ Qualified in Sufolk County �'%N�v'16 Comninion Expires 05/13/202 SOUIyO LI 7 I Li Z # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] --FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]" INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] 'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION f ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:- )A be DATE L 20 2� INSPECTOR = r , . a _ OF SOUIyOIo L-I —7 1 Li Z * TOWN OF SOUTHOLD BUILDING DEPT. coumv 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 [ ] PRE C/O REMARKS: Nifaj, A ol le 0 AA 1A AsTim vmple 11 10 J�/�o i­ DATE 9 20 2� INSPECTOR SOUTyo� # * TOWN OF SOUTHOLD BUILDING DEPT. `ycoutm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL - A M A VEA REMARKS: i '00& �- C DATE 12 Y INSPECTOR -RCHITECT MARK SCHWARTZ &ASSOCIATES _ 28495 :Main Road•PO Box 933•Cutchogue. NY 11933 631.734.4185 1 « ,mksarchitcct.com September 20,2022 Y Southold Town Building Department De SEP 2022 54375 Main Road BUILDING Southold,New York 11971 Re: D'Addario property 8905 Peconic Bay Blvd Laurel,New York - SCTM#1000-126-04-17.2 Permit.#47142 To whom it may concern, I have been on site during the construction phase for this project and the foundation work,framing. strapping,rough plumbing,pressure test and insulation installation have been completed as per plan and meets or exceeds NYS code requirements. Please call this office'with any questions you may have. Sincerely, i Mark Schwartz 516-248-9550 Fax: 516-741-2494 000 ENGINEERS•CONTRACTORS • IAIJRqNDITIONING•HEATING. VENTILAT/NG BUILDING AUTOMAT/ON 134 HERRICKS ROAD, MINEOLA, N.Y. 11501 October 24, 2022 Town of Southold Building Dept. 54375 NY-25 Southold, NY 11971 Re: 8905 Peconic Bay Blvd. To Whom It May Concern, j This is to advise that the basement ductwork at the above referenced location was insulated with 3" duct wrap.The invoice for the materials is attached. Sincerely, r � T01W Tom Annitto Project Manager r- ( OCT 2 7 2022 ;1 I BUILL7jNG DEpl- TOWN OF • IEFFIMEKcY. .- ER Testing Sheet. ' I�:ESOURGES• . . Rater:-•�,•u B iltle'r.:.- rf� St : 3 yt�.�. L Add re r Community: • .. . City .-State: �P'TT-r1'a' C- Lot:.. . Block: Orientation: :: :. SFBE:. Total Heated Space:. 3_Z :Volume: .Z : Blower Door Test Envelope Leakage Retio Goal(:5 x.SFBE)c 0.. is de F an O su e LfanFl • ' Duct Blaster Test Air Handler Location: 1:a Floor. d." J .. � � . ... . . oor Serve . .. Are Served: L 66 r>5. r Outside Airantake:I] (Semi)"Conditioned.Space:[]. Total or Fan Pass or • . NOTES::Date . : . • . . � � . JO Rine fa o e Duct-Blaster.Test: , _r-Air Handle rr .FlooServed:. • Area Served:. ..Outside Air Intake:C).. Ise'mi)Conditioned Space:0: . . . Total or � ": : 'Fah, . . t Pas;'or,,, NOTES:' : . 2 •. 1 • Duct.Blastee T@st Air,Handler,Location: Floor Served: Area.Served: :: .. . . . . . :' 0 utside.Air Intake:0 (Se0ConditionedSpace:.L7 Total.or Fan. Nte 0 deL R; . . e u o ' •.. � Pass.oe• NOTES: Leakage.. . .. DI r '� OCT'3 T 2022 - LLa;:,- 10/31/22, 11 27 AM IMG_2625.jpg All t � �r f •• ) s • s https://mail.google.com/mail/u/0/#inbox?projector=l 1/1 10/31/22, 11:28 AM IMG_2626.jpg IL • va t Ij�T s https://mail.google.com/mail/u/O/#inbox?projector=1 OFERGUSON' INVOICE NUMBER TOTAL DUE CUSTOMER PAGE HVAC 0266320 $201.73 6940 1 of 1 921 SOUTH SECOND ST PLEASE REFER TO INVOICE NUMBER WHEN RONKONKOMA, NY 11779-0000 MAKING PAYMENT AND REMIT TO: FERGUSON HVAC#2676 PO BOX 417592 Please contact with Questions: 631-981-4000 BOSTON,MA 02241-7592 SHIP TO: ,. COUNTER PICK UP 921 SOUTH SECOND ST AERODUCT INCORPORATED RONKONKOMA, NY 11779-0000 134 HERRICKS ROAD MINEOLA,NY 11501 SHIP SELL TAX CODE CUSTOMER ORDER NUMBER SALESMAN JOB NAME INVOICE DATE BATCH WHiSE. WHSE. !0 2687 2687 NY4760 BIDAIRIO COTTAGES JJSi OV13122 11058 ORDERED_ SHIPPED ITEM NUMBER $CRIPTION c UNITPRICE 1JIfI1; AMOUNLr; ,.,., 1 1 F5LDP25 4X25 SLID AIR CONN 30.724 EA 30.72 2 2 SOU77887 8X8X7 RND TO SO DIFF BX 15.188 EA 30.38 1 1 SOU90630 6 30GA ACJ 90 ELL 3.646 EA 3.65 1 11 SOU5864 6X4 3PC RED 9.073 EA 9.07 1 11 J90015280 3X48X50 DUCT WRAP$112 R8 111.896 EA 111.90 INVOICE SUB-TOTAL 185.72 TAX Suffolk Co. 16.01 If paid on or be Dre 04/28/22 you IT ay deduct 5.67 APR 8 1021 Looking for a more convenient way to pay your bill? Log in to Ferguson.com and request access to Online Bill Pay. TERMS: 3%15 DAYS ORIGINAL INVOICE TOTAL DUE 520i.73 All past due amounts are subject to a service charge of 1.5%per month,or the maximum allowed by law,if lower.If Buyer falls to pay within terms,then in addition to other remedies,Buyer agrees to pay Seller all costs of collection,Including reasonable attorney fees.Complete terms and conditions are available upon request or at httpsIAvww.ferguson.com/content/website-infc/terms-of-sale,incorporated by reference.Seller may convert checks to ACH. `Any reference to or incorporation of Executive Order 14042 and/or the EO-Implementing Federal clauses(FAR 52.223-99 and/or DFARS 252.223-7999)Is expressly rejected by Seller and shall not apply as Seller is a materials supplier and therefore exempt under the Executive Order.' 10/27/22 10:24 AM �� �� r^� � IMG 2�� jpg j fiS I NG. 1[ r 6 _ OCT 2 2022 ' TU. https:Hmail.google.com/mail/u/0/#inbox/FMfcgzGgRGfPKpwVgJxMmrmrcjdSDVKk?projector=1&messagePartld=0.1 1/1 10/27/22,10:25 AM 59o � � IMG_2624.jpg 5 ♦fit r j M *� `- I i J F 4 • A -5 i https://mail.google.com/mail/u/0/#inbox?projector=1 1/1 i e s o • e a YOUNDATIO P):,. r� • ° ° e PLUMB e �e`a INSULATIOI�.PtR:N, .-Y,. \\ STATE ENERGY • e 1 1� "TA Ion Wall INUM f° • A - TOWN OF SOUTHOLD-BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 https://www.southoldtownny.gov For Office Use Only Date Received PERMIT NO. Y:Z Building inspector: �IC�D Applications and forms must be filled out in their entirety.Incomplete applications C� CC� will not be accepted. Where the Applicant is not the owner,an Owner's pOCT 2 12021 Authorization form(Page 2)shall be completed. ID BUILDING DEPT. APPLICATION FOR.BUILDING PERMIT Date: TOWN OF SOUTiiOLD OWNER(S)OF PROPERTY: Name: J Sc- I ` TTax Map#:SCTM#1000- 'Z . D - 17. 2 Physical Address: 89a loaaj RL'V L? Phone#: 3 _ 3 6 Email: d I� Mailing Address: CONTACT TPERSON: Name.: Mailing Address: V C0X 3 3 GH U /v Y 11 935 Phone#: _ �,1 8 Email: rG 'fece U I.'tie. DESIGN:PROFESSIONAL INFOIiiI1MATION: Name: a S a IOU Mailing Address: Phone#: Email: . CONTRACTOR iNIFORMATION ... Name: IC—L-S01) U I L10 to S Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTIaN.:: ❑New Structure Pddition PgAiteration ORepair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? []YeSXBO Will excess fill be removed from premises? gfYes ❑No FRORERTY.INFORMATION Existing use of property: 5'jN Intended use of property: S+ ��-- 1 Date of Purchase: Name of Former Owner: . 1 � Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to 6 this property? ❑Yes PNo IF YES, PROVIDE A COPY. ❑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 buildings)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law.' Application Submitted By(print name): S'G MAuthorized Agent ❑Owner Signature of Applicant: MArev- Date: STATE OF NEW PORK) CONNIE D.BUNCH Notary Public,State of New York SS: No.01 BU6185050 COUNTY OF 12 ffa l.K ) Qualified in Suffolk County Commission Expires April 14,201 � �'�' being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the C G (Contra or,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 5day of_��V 20_11 Notary Public PROPERTY OWNER AUTHORIZATION (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 �• Q Ov Jt%trKt ok Wbkh pt,,111(tox li tittldtod, T`^ I Alv than Anv covprlants Arid ro011r'linhR wlth 1`05E)rlCl to j this pri3pettvt Uyes PNr) It=YCs, pliolvi r A C011Y, 0 000.8"After R aadhwg; l%*owt RA%4it"tt""-44A yiala+srwiii h 1t+pt lobis rat ON dlslllsio and storm water I++ttas as ptourdad by i?aa�%"of tlla►Utcrt Madre, ArFAAA1-hNN 1R tit III 11V M41is hi Ma potM114(4041talalil rbt Ws,ksuatito or o pu11d1ni Ila,lilt put+uant to rim R11IIdWN 1011e tA��a:tiv.0 tho tow,of>kMMMOK kurrvM,t W,t11r,NO"Vritk s11d o;hf1 o4lowd4le I.awa,otdhuoto.s of Riikkuletiolis,for kilo snnsttus(len of kwil1InNs, a�*ceases 8AV.*1kW%t,x Aw twiWwal er"iiulniwi at I.aeai�1a+�1�s.1 Mil olkii1lc10 041vM to tieuply wllh oil r11p11rable laws,ordlnanca+,bu11dlnp r»da, hti,r�14 vAle a-VJ 1 atw ti.6%MiA outtlY 11664 lilt",kr.11 W i koomtla4 sntl ill BV11d1114(II rot 1t11tA+j"llt{p4ttto#t#+poke rtalotllonts Prods horoln aft ""Abh*t 1W C4&M A Hilr 17i1Nli1W Nye ittallt Id klil J1v,1i 110,49 tot lilt Nett1 twA"a'*lhnlel l.aw� w... .,....e,,.e-_.,.—_bs::..,e..... _. .• _._._ .. ..._ .. _.s::.�,a.::.z,..;x�.re+g,,..��...w.�.,Y,�,..-._._,,,..�....�......�..:.-�.�:_s..ez,x::<,s-:.s' _. »».....�:.y:.�,,._..F.r„ascaa��..a .. ;IYrl��t. *ii ISL�tllltt�tE t1�e E3tlit( rl�k1 ttf�r F 11--1, d Authorlted Agont [-lowlier 1 OF NEW YttK CONNIE D.BUNCH JATL Notary Public,State of New York SJ; No.01 BU6185050 COUNTY OF. � � '�) Qualified in Suffolk County Commission Expires April 14,23 boing duly morn.,depos@s and gays that(%)he Is the applicant (Nano of Irldofldual�Il;nlnl;contract)above nomod, kilo -A x 0111ral ur,Agent,Lotllurat#Utrleor,cite,) cif old owner or owners,And iS duly At►thoritod to porfo rn or hovo perforrnt+d tho sal(l work aritl to make and.file this application;that cantaln@(1 In thlli appllcoti(m or@ lruh to the bolt of lilt/her knowl@dge and ballet?rind that the workwill tie performed in the minnor bat forth In the application flla therewith. Sworn braforo 010 thlS / �Yday of _. i, Notary Public POPERTY OUTER AUTHORI7A7I9_N (Where the applicant is not the owner) 1 � (�-f>,1r i`�►tit `f� '1 -' ,1 t l r �� #'\`� O retldinB at I oo _..�._..,�.,�....._.._.._do hereby authorize f V�Oc 1r tom. �C'Vi(A� ��-= ��,10 1pply on n,y behalf to the Town of Southold Building Department for approval as described harcin, owner's Siknnttur! Data Print Uwnees Name BUILDING DEPARTMENT- Electrical Inspector y4 TOWN OF SOUTHO I I`� Town Hall Annex- 54375 Main Ro O Box 1179 Southold, New York 119 - 59APR !� 202 LJ 2 - O'e� Telephone (631) 765-1802 - F 6 ) 7/n`,� �Q{ 02 rogerrC�southoldtownny.gov -- sea nd(cDsout MM.-m, APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: G&S Electric Electrician's Name: Bob Guarriello License No.: 578ME Elec. email:,gsl641@aol.com Elec. Phone No: 516 848 5616 01 request an email copy of Certificate of Compliance Elec. Address.: PO Box 215, Southold, NY JOB SITE INFORMATION (All Information Required) Name: T101rt D Address: Q ©s � c �t� A- y r3>_v+l� Leo r�Gtf.-L Cross Street: Phone No.: Bldg.Permit#: y,7 /ya email: Tax Map District: 1000 Section: 1 a Block: 4 Lot: -7 . BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): WFYOtF, hovsE, f2j�:�Qe L/,4y—lo Al Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO MRough In ❑ Final , Do you need a Temp Certificate?: ❑ YES NO Issued On Temp Information: (AII information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 0 H Frame F1 Pole Work done on Service? F1 Y N Additional Information: PAYMENT DUE WITH APPLICATION r ' Sant�-�� BUILDING DEPARTMENT- Electrical Inspector TOWN.OF SOUTHO Town'Hall Annex '- 54375 Main Ro O Box 1179 Southold, -New York 119 - 59APIR -1 -2022, Fr :. Telephone (631) 765-,1802`� F 6 ) 7%-9502 LL z t� rogerr(a�southoldtownny. ov -- seand(@sout WILDI 16A. ;vr; APPLICATION FOR ELECTRICAL INSPECTION! ELECTRICIAN INFORMATION (Ail Information Required) Date: Company Name: G&S Electric Electrician's Name: Bob Guarriello License No.: 578ME Elec. email:gs1641 @aol.com Elec. Phone No: 516 848 5616 01 request an,email copy of Certificate of Compliance Elec. Address.: PO Box 215, Southold, NY JOB SITE INFORMATION (All Information Required) Name: Li r-5 D '4z 6o -ci-,5` Address: g<Q o5 (PgFce;,,,j LC_ Cross Street: Phone No.: Bldg.Permit#: y7 /cyo2 email: Tax Map District: 1000 Section: a Block: 4 Lot: '7 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 101-roiz, 2-,eo\in ✓,47—l0 Al -,Square Footage:. Circle All That Apply:' Is job ready for inspection?: YES ❑ NO XRough In ❑ Final Do you need a Temp Certificate?: ❑ YESN NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[:]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? D Y ON Additional Information: PAYMENT DUE WITH APPLICATION IX � .,z&. 0 PERMIT# AWds Swit ches LA c 1 s3 Outlets GFI's . Surface 12� Sconces'` ` �• 3 HH's LI C Lts Fans Fridge HW 4Y �( Exhaust � Oven � 40011 Dryer Smokes I 11 DW l Service .Carbon . Micro, Generator: Combo. - - --- ......._. —._.._.... p Transfer _ AC r � i l Z AHD Mini'. f// Special: . (� C.) Comments: G r D Cam-/ rgo, a c Dwyer, Nancy From: Dwyer, Nancy Sent: Wednesday, November 3, 2021 10:03 AM To: 'mksarchitect@optonline.net' Subject: 8905 Peconic Bay Blvd Hi Mark, I'm reviewing the application for the D'Addario addition and alteration. A few things on this pertaining to the drawings: -There's no construction information given for the roof( ridge?sheathing? underlayment, etc.);framing details for the lower roof area receiving skylights -No construction information indicated for the exterior walls -No insulation values indicated anywhere other than in the REScheck -REScheck is missing the entire second floor.. walls,windows? -The building sections are giving conflicting info..section "a" is showing new first floor framing, however the foundation plan shows existing FJ, as well as section "b" -First floor plan is showing both existing and new framing members in various areas, building section is showing only new.. are the old being removed? new sistered? old removed? please clarify your intention Let me know if you have any questions regarding the info I'm requesting. Thanks, Nancy JVazzcy Dwyer Building Permits Examiner Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 i 'q CA-Lc--� AtJ E-�,j_0 E-S:-F I ass. I;� �31 - 7� 4 - 41 �' s 1 F so�r�o/ Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 . Southold,NY 1 1971-0959 D\X BUILDING DEPARTMENT '— January 31 st, 2024 TOWN OF SOUTHOLD James D'Addario 8905 Great Peconic Bay Blvd Laurel, NY 11948 NOTE: Final Board of Health survey needed to issue CO. TO WHOM IT CONCERN: The items marked below are required to obtain your Certificate of Occupancy Chapter 236, Soil stabilization required. h Electrical Certificate. Final Inspection by the Building Inspector (631-765-1802) Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) /Finall Fire Inspection from Fire Marshall. (631-765-1802) X Survey with Suffolk County Health Dept. Approval. ] C-I(�I "T Energy Test Results and Manuals J & S are required. Final elevation certificate from surveyor. Framing Certification from a NYS licensed architect or Engineer Placard required. BUILDING PERMIT: 47142-z additions/alterations � r Y Y Y Y Y Y v L N LU i® //�•�' g p � EDc.E WE ��L MTA s�pN�ND:,Ir \ WETLANDSY Y Y Y � CD D/30/f0 DE��� Y 0 9 Q X _ Y Y Y Y Y -1� �l C� N Abandonment of exisu- 'smiAt,2�s stcm must be in — --+---- +'-- --- + ----------------� � o � ® o comf(}37:1aaci,- ntr dmal'�i?entPE',Au-i ml-Au n3a� "s --------=----- Ii! o a �t "S°2 - ---- U ! i `,y.T`�J•� � a.^u' d ot. 013 �` 20NEAE ----_ --_------- frOLI'Ip3�f'%'�(�:O!'FTl VF YY lQ�� C G�• F "� (el 6) RIGHT OF WAY _-_-_-_ L- • OOD10-1 '••. LL IOryF4 -- �P F-...--. 147.96' ..�..............•...-:. `- O� ..............• oRn W if R1 o �.` ZONE �c9• ^• X `4y`rO ry� J6O ?D W,�••' •• 4 N •7D•.............. GRADE EL .•••'A•••••' DARKBROWN LOAM O oR Q 05 „ C — — — ..•_.. r�`°o �0�¢'�>> A Q, DVIW°1FP1Y m�,o2•., P (N wsER E) °L .�W O ...........{�..•.. BROWN sun SAND no WATER MFTE0. Sm WALL //�J +•F�IRIGIIY{a•S1STfM PALE BROWN FINE SAND Hy SP EL 10 tn QO y �/ y/✓ A1\ WATER IN PATE BROWN FINE SAND 00 SP S3i aE.W __ •.S. y . NOTE:WATER ENCOUNTERED IB BFIOW SURFACE o S�4 Dail __ O E•1 �yQ r: EL 1.0 - 6 s' ? E4 p TEST HOLE DATA c �U -i' McDONALD GEOSCIENCE p DATE:IV412MG '� O t w�yqy N� L lop �� q,. �' c o 4�C� �` ice.�� ✓ m 2,} c METES AND BOUNDS BY PECONIC SURVEYORS, 12/14 20101,3 49637 SQ. FT. 3 o,'bj1 F o a 11�Y/�l O \c am 'SUFFOLK•COUNTY DEPART MENT OF HEALT H SCRVICES+ ,� lV 4k PERMIT FOR APPROVAL OF CONS'TRUCTfOH FORA 899 ` taE�IDEt4CE.Ot+!LY t .riiHV«F/+t1.��L.Y � ` V Sy3h�O3 ��� f SITE PLAN DATE b 5-/ - SCALE: 1" =40'-0" APPROVED 4 eb`o°`6c� `�� FOR MAXIMLIWI OF�,,�BEDROOMS DRAWN:AAE/Ms QJ JOB 4: EXPIRES-THREE- YEARS YEARS FROM DATE Of APPROVAL ]DB„, IonrzLlxE SNEEr NUMBER: S • nil r7 I q� Y Y• `3 "� I< Y y y JUU 14 2023 Y SUFFOLK CO.HEALTH SERVICES \ y Y y BrFN.� E11i OFFICE OF WA"iYsrT!t=R GiiT. Y F E B — 7 2024 �oF \' 14 � \ v y y Y ` 0 ASO1ZINE^Tm 4 A. y + I y y Y �1 C 'lrfiwn s f Southold Y Y y y � 1- — _-♦ _ _ _ --------M C ZONE AE --� ---------------------- C -------------------- Z -_ .16) RIGHT OF WAY T,f• r --------- E- D ONE •.............. ° •-- oa A •,��� 1 ZONE c X A O b V ? •''••[••• p /(/ GRAN EL I }�:y DARKBROWN IAA. WATER METER / — — — °'" OL a � Cr '•...+'Yy ? _ NOT IN SERVICE) ....... h�rs •� intnro�fi lvn[ni•.. ��N„O ••••,. ••..........�....... BROWN SILTY SAND W Tl a Sm ,' •� 1 y �y 00 z wt o •�y= •!q �� S' PALE BROWN FINE SAND Q U .f 4 e� o. A 2 0 I Q y E-+ A I` � E- EL 15' 0 - O AO Ar}�>7• f fO�+,?i O� 0 " WATER IN PALE OWN FINE SAND 00 BR V SIP 00 17, ............... �p 9?< NOTE WATERENCOUNTEAFDI4 BELOW SURFACE .. 4 a �- �e 0.1.D �fi rs' 3 TEST HOLE DATA /' (/ McDONALD GEOSCIENCE �+ •�S L DATE:II/tR°ID a Q g 12 Oz .• � V� � �Lii `. METES AND BOUNDS BY PECONIC SURVEYORS, 12/14 2010 1 49637 SQ. FT. cc SUFFOLK COUNTY M '= ;EALN SERVICES V oc APPROVAL OF CONSTRUCTED WORKS FOR a A SINGLE FAMILY RESIDENCE E..p Oate: tllN Q. 2023H.S. Ref. No. C�-a,l- t l5lo a The sewage disposal and water supply I facilities at this location have been SITE PLAN Inspected and/or certified by this Department or other agencies and SCALE: 1'L =40'-O" 0b�y 9� and to be satisfactory FOR A N1AYIMUM OF (o BEDROOMS TOTAL a¢5� 4 . V B JO It Q _ JOB P: CRAIG KNEPPER, P.E., CHIEF 611NN113 SHEET NUMBER: OFFICE OF WASTE MANAGEMENT Irz s Hof C�� 2Ne FL � i "Ti tit G 0�-T,41 L- EC� ED �9 � APR _ 4 2022 BUILDING -r0`AlN OF s01, 1X6 T&G VJ TJ1230 2-1/2X9-1/2 1X6 T&G VJ PRIMED PINE 2ND. FLOOR SUBFLOOR WOOD-1 FJ @16"OC 2Nd. FLOOR SUBFLOOR PRIMED PINE ROCKWOOL INSULATION 1 X4 FJ PRIMED PINE 1-1/2X2-1/2 1-1/2X2-1/2 1X4 FJ PRIMED PINE (OVER WEB) FLANGE FLANGE OVER WOOD WEB r SECTION A SECTION 6 J i A POA 21 �I 6LVP •��R .ice..��Y 0 4- [0 4,9 2, OCCUPANCY OR APPROVED AS NOTED USE IS UNLAWFUL GATE: B.P.#��� 0THOUT CERTIFICATE FEE:8 139 By. NOTIFY BUILDING DEPARTMENT AT OF OCCUPANCY 55-1802 8 AM TO 4 PM FOR THE FOLLOWING'INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH FRAMING & PLUMBING 3. INSULATION _ 4. FINAL - CONSTRUCTION .MUST COf�fl'L`r' WITH ALL CODES OF BE COMPLETE FOR C.O. NEW YORK STATE & TOWN CODES ALL CONSTRUCTION SHALL MEET THE AS REQUIRED AND CONDITIONS OF REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR SOUT HOLD TOWN ZBA - DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES N.Y,S.DEC TRUSS PLACARDING REQUIRED RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 E>MCAL vgpecnm REQUIRW OF THE TOWN CODE, UMBER CERTIFICATION; Must provide Msuuals PL C O D, J and S as per CERTIFICATE OF OCCUPNG NYS Energy Code SOLDER SUPPL S STEM CANNOT EXCEED 2110 OF 1% LEAD. Blower door and ductwork testing required. REVISIONS: 36'-8" 36'-8" 6'-6" 29' 7'-8" 6'-6" 29' 7'-8" 6'-11" a� CV EXISTING EXISTING O CRAWL CRAWL W CP O NcoN I M I -a co SERVICE M M Cp zo i O.D. I I H2O I Q A ER 4) O a w EXISTING 3"0 COLUMNS I I Z I EXISTING 3"Ql COLUMNS) EXISTING - EXISTING Q o UP CELLAR I �, UP CELLAR — a � 0 b0 00 EXISTING 6X8 EXISTING 3X10 EXISTING(2)3X6 I EXISTING 6X I EXISTING G(2)3X6 EXISTING I I EXISTING 1 M CRAWL I M CRAWL M N O O 20 I I ao 60 M O bo m op a0 QO ap Pa c� O d I 1 ° `� wgo00 V tt V 5 x U � CJ] I I I \JTJ •� W W 6'-6" 5'-4" 26' 5'-4" 6'-6" 514" 26' 5-4" u V 36'-8" 36'-8" H d EXISTING FOUNDATION PLAN PROPOSED FOUNDATION PLAN r' ?11 b DRAWN: MH/MS SCALE: JOB#: { F 9/12/2022 SHEET NUMBER: r A-2 BUILDING DEPr TOWN OF soul-t-l"I'Lo AM13NDMENT REVISIONS: FFi KTCHEN BEDROOM OFFICE No. 2 No. 1 r — � L O [H[� F+�1l1 BATH VELUX 30X48 0 NO. 1 SKYLIGHTS PLUSH HEARTH L J SCREEN PORCH w/o � 0 CANING O - L - J FAMILY ROOM CLOSET UP O O a -------------------- 0 WALK-IN CLOSET i Q Z a NTRY VELUX 48X48 O COVERED SKYLIGHT OFFICE No. 1 PORCH - a L J MASTER BEDROOM SCREENED 00 m. PORCH 0 1ST. FLOOR PLAN MASTER BATH SCALE: 1/4" = V-0" 0 r N �..� cm m o X L\ U p,tt cri O tt Z � °1 PULL 0 �p `� a DOWN I STAIR I BEDROOM No. 3 `� �ai Lrnoll U f) L - _ - J ,It ��CC C.T) N N G BATH No. 2 0 w d ON () O BEDROOM No. 2 41, DRAWN: MH/MS A' SCALE: N � #:JOB w 9/12/2022 2ND. FLOOR PLAN ° ` $ x SHEET NUMBER: SCALE: 1/4" = 1'-0" A- 3 AMl:\T11MENT i REVISIONS: v V 11/09/21 v 11/19/21 \ v \ v V vEO v v\ BYEN coNs Sf wATE R W \ \ WETLANDS v v AAITs O ETtANOS v V v N 7�/30ir0 AS DELlNEgTEO \ \ v v v v i v v v V v S �5o2'�2 Z F �,�E` `' (eEE) RIGHT OF WAY C0o�zokiF�� -$ _ - _ no ry. •gyp ZONE co'TT \�% � 1 10 pq 270 w �' S ry QQ EXISTING SEPTIC SYSTEM ��., 12 TO BE REMOVED AS PER., Q^� SCDHS REGULATIONS 12 9 0 1 WALL EXISTING SEPTIC SYSTE w <� / \•, 3 TO REMAIN u 8' e J o 3'deep J 14 � � � \ w �� 12 i � TEST HOLE DATA — _ EXISTING SEPTIC SYSTEM `�`'' 11 MCDONALD GEOSCIENCE TO REMAIN 14 A-c 11/4/2010 0 h w ^00 GRADE EL. 15 ' 1 ��� 8'dia EL., 15 15 DARK BROWN LOAM DK TES THOLE w �� �3'deePl -� 14 J 0.5' OL p O w F co rs -,F'N- �> w BROWN SILTY SAND STOO,00 'sssF 9. O� SM 76 r 8'dia \ Qy SF ^- may. 3'deep 9� �2 w V 3' S�0 16 w ry Q' eat co 4 w h of w w Gfj 16' , PALE BROWN FINE SAND !D w 14' 1-4 ..a corO °` ��..00 z C9. 1500Ogal Q WATER IN PALE BROWN FINE SAND "�r C ST - _-1_y U , \ SP p w � 8'dia V 8d 'P O Ll"8dp 0 �� 6e 14' 0 PROPOSED SEPTIC SYSTEM \E\ �oco°���� NOTE: WATER ENCOUNTERED 14' BELOW SURFACE EL. 1 .0 0 O � STORM WATER CALCS: ~Q� N E 2156 SQ.FT. X 2"' RAIN/HR (.167" ) = 360 CF ° 3 - 3' X80 _ �x ^_ o m n F O \ cz v O C o PROPOSED SIZEEL cf) Lf 00 COTTAGE 1 COTTAGE: 1554 SQ. FT. �O O`� PORCH: 420 SQ. FT.. :5 U Cj� 4j0 '�QJ�v COTTAGE 2 COTTAGE: 852 SQ. FT. ¢ u PORCH: 166 SQ, FT. N n E Li \ COTTAGE 3 COTTAGE: 555 SQ. IFT. o � COTTAGE 4 COTTAGE: 555 SQ. FT. 0 0�56, P��� TOTAL: 4102 SQ. FT. co' LOT COVERAGE: 8.26% °6�\G Q 4J� l c0 Q`� V o PRC) POSED SITE PLAN \, E ill 20' -'d SCTM# 1000-126-04-17.2 BUILDIPq(; TOWN Of S®D OLD Q ,Dc ��� -°°`� � �o�tiP��q METES & BOUND FROM S SURVEY BY PECONIC SURVEYORS PC DATED: DRAWN:NK . a . '* � �.,, SCALE: 1/4"=1'-0" 12/14/2 010 � r r° �' JOB#:D'ADDARIO ` oo�6,1b,,`�,Q �► i � DATE:10/19/2021 PERMIT SET O 49637 S Q. F T, {l{ � �" SHEET NUMBER: �� cl �Qi 4 S . 1 s,F — - REVISIONS: 11/09/21 11/19/21 m i 36'-8" 36-8" T-8" 6'-6" ( 29' 7'-8" ' 61-1111 -- --- -- - _ _ _ _ _ _ _ 2-12"0 C PIERS ON 16X8 CONC. #5 BAR @ 12"O.C. FOOTING MIN. 3' BELOW GRADE - -- 2-2X8 ACQ GIRDER '�� '• _ -- •••M 2X8 FJ @ 16"O.C. SOLID BLOCKING N 2X6ACQ DJ @ 16"O.C. I , #5 BAR @ 12"O.C. BETWEEN JOISTS UNDER POST ABOVE i III SOLID BLOCKING — —� — — — — — — TWEEN EXISTING EXISTING III 1 UN ER POSOTISTS ABOVE CRAWL CRAWL III 1 I I � III III ' ICI d III I III REMOVE AND :I 5-1X 91 ML GIRDER REPLACE EX. GIRDER a z I— U , AND POSTS I III NEW BEARING WALL ABOVE O EXISTING 6X8 ABOVE VERIFY ALL FOOTINGS IN FIELD PRIOR (o E EIN FIE D CONS RUCTIION O III 1 INSTALL LALLY COLUMN ON rn 9 - I 2X2X1 FTG UNDER POST ABOVE rn N N I 1 FIRE PLACE EXISTING FILL VOID BETWEEN JOISTS W/ M EXISTING �`� STEEL I BEAM ! ABOVE STEEL I-BEAM SOLID BLOCKING it) REPLACE GIRDER M W/4-1X92ML III I c 1 :II I I M NEW POSTS TO BE ' M HSS 3.5X0.25 TUBE STEEL ON 3'X3'X1' FTG W/3-#5 REBAR , FOOTING TO BE 3'X3'X1' EXISTING Ln EACH WAY W/5#5 REBAR EACH WAY - _ , � EXISTING Lo STEEL I-BEAM � III I STEEL I-BEAM f _ NEW BEARING M WALL ABOVE. � III ,I I I ' I NEW STRUCTURAL BEAM W as � EXISTING 3"O COLUMNS' J'I*l IN TALL LALLY COLUMN ON Q � a 2'X�2'X1'FTG UNDER POST A OVE EXISTING f A _ _ _ _ _ _ FIL-VOIDBETWEENJOISTS _/ EXISTING _ _ _ _ q _ Fb UP EXISTING 3X8 FJ 16"O.C. I - -� - - - UP SO ID BLOCKING _L - CELLAR A6 EXISTING 3X8 FJ 16" O.C. CELLAR A6 Q a a II , - I o 00 Li ---- EXISTING 6X8 EXISTING 3X10 EXISTING(2)3X6 EXISTING 3X10 EXISTING 2 3X6 d" N EXISTING - EXISTING SOLID BLOCKING - SOLID BLOCKING i d M BETWEEN JOISTS BETWEEN JOISTS +i CRAWL UNDER POST ABOVE I CRAWL UNDER POST ABOVE X #-- -- _ ---- Cp GO 00 00 00 O� x O_ __o_ >� Q) E 0 z Ln _\ N 00 C) Ln a) 1 I � U ^_ 0 N (D W kw_ 1 � i 6'-6" 5'-4" 26' 5' 1 -4" 36'-811 36'-8" ------ Uu cn LEGEND < <t EXISTING 0 m r � TO BE REMOVED `�+�• PROPOSED N PROPOSED ® ~ U n� EXISTING FOUNDATION PLAN PROPOSED FOUNDATION PLAN 4 1/4"= 1'-0.. 1/4"=1'-0" g . Am DRAWN:NK f a SCALE: 1/4"=F-0" � JOB#: D'ADDARIO DATE:10/19/2021 SHEET NUMBER: PERMIT SET ', OF i< REVISIONS: 11/N/21 11/19/21 fill < m 36'-8" 29' 7'-8" 21'-3" 15'-5" 5 r-6 rr r „ r n r n r n TAT 10-7 5-2 7-9 3-10 3-10 5r-6n r " r n 10-7 5-2 8'-102" 6'-62" 1 -82 3-32 FAT -------- ------------- ----- - - - - - -TW28210 TW28210 TW28210 O-1N I R 21=77777777777777777777771- C? 3-2X4 POST =o o N _I J @16"O.C. ~ 2-CX14(EGRESS) - -� N 3-2X4 POST - --- - - - - ---� -- -- .. O k - I 2-91 FLUSH BEAM s - - 2- FLUSH BEAM i,� ih z 2-2X HDR � 1 2 I - r - -' Il J EXT.WALL ABOVE f - - - - - - -- 10'-3" 10,'-4" 2' 12'-5" O l 10'-3" � - OO 30 I II 00 •- cv 4' 2' 4-5' iv 30 / BEDROOM r � - O fl -- -- ---- -- I o r OFFICE -- O O KITCHEN H E N N BEDROOM c) l� X BEARING WALL Fb c BARING WALL -' -? _ ! - l BEDROOM N o - - - M--■I M �---� I x L — J "v —�✓ 1— _— - - KITCHEN J KNEE WALL ZD ' M l I 7: 2 6 CV CV M 92 TJI 360 @ 12"O.C. ZN N 23 r @ CANTILEVER ( I N 6 1 BEARING WALL _�_- i� -- - - _ rr VELUX 30X48 T-Tr - - 6,_7,r 1, 8' N 12-5 BATH a 6-7 1 -8 3- 4 POST = SKYLIGHTS N INSTALL SOLID BLOCKING `t I I c� co - SCREENED BETWEEN JOISTS OVER o i 26 I 1 - M ---- Fb PORCH M EXT.WALL I I� % N - - & ! I � oo-- BATH I I N -, , f l� 32 X 7 �„ � M F �✓ _ COLUMN PARALLAM C1.1 O I I � BEAM ABOVE r O CLOSET DINING N L _ _ J L _ _ 'N � 1 DINING SCREENED o 00 _ to CANTILEVER ABOVE I �� c' ! d 1 360 z @ 16"O.C. y TJI 360 92 @ 16"O.C. TJI 360921 @ 16"O.C. PORCH �`- r) Wz l -- Q GA r N I - , �J - - - G � r 4-13X92MLW/ I U a ----- 0 0 cV ( 3-1"STEEL FLUSH BEAM ~ ,f z —---- ---- —---- — - - --- -- -- l co O iv y 3'-9" 0 21'-4" l -- ------- -- -- — - - _ W N 10'-3" w D 3' 9" 21 -4 �� Q a a zo FAMILY ROOM lCD ti I II04 l FURR OU TO 5�" BEDROOM A - - - - - 2 �' 2� }-- ---�- - A 10 - - - - - - - �I M I FAM 1 : Y ROOM o \ \ I A6 0 - Nr N SEE DETAILS A-6 " \ \ I E 3-13X18MLW/ I = o ¢ a UP 2-1"STEEL UPSET BEAM I HISS 3X3X4 TUBE \ �t FURR UT EXT.WALL ABOVE STEEL COLUMN ---t-- d x PLANTINGS HISS 3X3X�TUBE . iv I T 52 // STEEL COLUMN - _ - - - - - - - - - - � mLn � p t L-.. 2 TW2846DR - --- 0 x J - - - -- - --I -L - .- I-� - -LI I- - T -I- -� - - - - - - - - - - 1- - - -h J - --- -- -- - v _Y - _ _ - ( co HSS 3X3 1 TUBEI ( I I r'� I r 1rr r 1n .- v 5-4- 5-5- z \ co STEEL COLUMN ' o � _ I l EXISTING CEILING AND ROOF o BATH ENTRY _ - BUILT-IN BENCH III I�J STRUCTURE TO BE _ _ 0 1co PORCH to ml DEMOLISHED �� E l co - c- co r N 1 Q0 I a�1 w --— --------- ---------------- --- --�----- _ 2-TW2846 I 2-TW2846 0 111011 PORCH I I/ PORCH EXISTING PORCH ROOF TO REMAIN. L - - - - - _ - - - - _ _ J GC TO EVALUATE EXISTING ROOF (n LL STRU TURE AND © ARCHITECT ECT OR ANOY CHANGE IN ~ NTACT Emil uO 1 ----- - -- ------ , - - J STRUCTURE U GTU R E ! O - - -- ----- ---- - ----- ---- ---- ---- -- —- - - -- ----- - ---- - -- -- ----- ------- - ----- - ---- uI 3' 2'4" 3'-9" 3'-9" 11' 3'-9" 3'-9" '-4" 3' 5'-2" 4'-92" 5'-2" 21-4" 3' Q 514" 26' 5'-4" ! 5'4" 26' 514" 36'-8" 36'-8" �..,� IN— LEGEND U EXISTING 0 TO BE REMOVED PROPOSED <C EXISTING FIRST FLOOR PLAN PROPOSED FIRST FLOOR PLAN 1/4"= 1'-0" 1/4"= 1'-0" g� „ �w DRAWN:NK. � SCALE: 1/4 �_=1 0rr JOB#:D'ADDARIO ' DATE:10/19/2021 SHEET NUMBER: PERMIT SET A-2_'`. REVISIONS: 11/09/21 11/19/21 1-0 36'-8" 16'-2" I - 16'-2 2'-2" 2-2X4 POST AX251 TW24310 TW24310 TW24310 AX251 2-2x8 HDR 2-2x8 HDR 2-2x8 HDR o M =SIN 1 2" 6: = 1 25'-3- x CLOSET 2 ( N -__ 2X8 CJ @ 16"O.C. I 2-14 X 92 ML U ti N N UPSET BEAM 2X8 CJ @ 16"O.C. i v OVER BEARING a U MASTER —104 WALL BELOW BEDROOMN bo I N x N O U BEARING WALL 0 0 26 M MASTER = x — -- co zo BATH 00 rn LoIoo Fh N N I 3-2X4 OST N 2- 4 POST N r --- 2X8 CJ @ 16" O.C. U Qi 26 - � � CLOSET ' o �tD I - CV N (M 2 r X 0 coto U L.C. 20 N00 o N 3 I9 N CHIMNEY = v �C N — SIZE 2-lax 94 ML X -- ------------ 20 UPSET BEAM 2 2X4 PO 3TU(D C? 1 3'-6" L—D , 7'-3" 26 N 1 T-81 b O M r I RAM O NA �c M a 26 0 �. � N BATH 26 N 3-2X4 POST N u a- o z CLOSET r r O POST 2X4 2 : iV W 1 E:1 A o 6 2-1,X92ML w o DN 2 26 UPSET BEAM A °O ry 2� N � I 2 A6 o Q w w 2 OLIVER m C)O W rlv I 6 CM J 2 Q T LL N I Mt 2X8 CJ @ 16" O.C. X c� N W �r' I I C) ~ N 2-12X4 POST 2- x8 HDR 2-2x8 HDR 2-2xl0 HD 2-2X8 HDR - - -- --- XO _ U AX251 2-TW28310 2-TW28310 AX251 p TEMPERED TEMPERED m Q — — — — — — — — — — — — — — — — — 01,0 p p p O cn LL � U i R19 INSULATION IN ALL p NEW EXTERIOR WALLS a Ln I R30 INSULATION IN NEW a-) 0 U CEILING 0 o Ln ALL NEW EXTERIOR WALLS U TO BE 2X6 W/5/8" PLYWOOD SHEATHING � Q0w U c p i W Q --.. U 2'-2" � T-7" 2'-2" 12'-4-2 12'-4 " < 36'-8" m Cfl � N LEGEND <( EXISTING 0 TO BE REMOVED E _ PROPOSED ® U v Q PROPOSED SECOND FLOOR PLAN � ® DRAWN:NK �• '�`.-°" SCALE: 1/4"=1'-0" JOB#:D'ADDARIO DATE:10/19/2021 G a , SHEET NUMBER: PERMIT SET A- 3 r. r�T REVISIONS: 11/09/21 1 11/19/21 1 Lu 2X10 RR (cb,16"O.C. 2X10 RR 0 16"O.C. F- — — — — — — — - F — — — — — — - 12 12 liov 101 I x — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — - —ii— — — — — — — — iIIEXISTING ROOF TO REMAIN L L 1 1 7 O�V^1 12 L — — — -=� -= — =1 =i — -i DOUBLE RR IIr ui W L co NEWSKYLIGHT Z) ol 0 L 2X12 RR @ 16"O.C. —p-7-- loo ..—..— L x ALT 2-2X10 RR @ 16"O.C. DOUBLE RR II II L- — — — — — IiAl II II — JI F F F 1414II - — — — — — — _ _ _ _ - - - - -II 121 -144 DOUBLE RR -j 7F """1- 414 —1 2j 0 V I L 'o lov J L Z LIJX11Z ML RIDGE ILL- J L -J LWU ui F- — NEW SKYLIGHT L 01 0 0 1 —!?—..— — 10 C) > L L L — -J DOUBLE RR 9 L — — — -1 0 EXISTING ROOF TO L REMAIN L — — — I II I Las F- 12 4© I I DOUBLE RR II II II II II II L C�- ..—... w — — — — — — — — — — — — — — 1 F- — — — — — — — — — — NEW SKYLIGHT :D 0 0 L - - - - - - - - - - L - - - - - - II II F- — — — — — — — — — — - F DOUBLE RR 00 2X12 RR @ 16" O.C. ALT 2-2X10 RR @ 16"O.C. II II II II II III II EXISTING ROOF TO REMAIN 0 L — — — — — — — — — — — — — — — — — -J L Ln 0 ft:� -�j L — — — — � = 7 F 7 F- F -- - - - - - - - - - - - 7-- c) 0 x CL II II II II II II LL Y 0 Ln 00 c, EXISTING ROOF TO EXISTING ROOF TO — 0 III III REMAIN REMAIN 4- Lo :3 r ROOF 00 E CD L J L L LLJ - - - - - - - - - - . . . - - - - - - - -L - - - - - - - - L 0 EXISTING ROOF TO EXISTING ROOF TO REMAIN REMAIN L-ILJ < 0 0 Cn < N n� EXISTING ROOF PLAN u� 1/4":= 1.-0.. CY PROPOSED ROOF PLAN 1/4"= I.-oll DRAWN:NK LE: 1/4" F-0" u SCA JOB#:DIADDARIO DATE:10/19/2021 SHEET NUMBER: PERMIT SET 'OF 0 A-4 REVISIONS: 11/09/21 11/19/21 ME] C/O L— L L-� Ll -PLLI��41 LLLLLLLLjL.I-kV*LlI- L=jA EXISTING SOUTH ELEVATION EXISTING EAST ELEVATION 1/4"=1'-0" O U � 0 0 12 N 4 p r� 12 o `'`. 4 o c m � oL o0') `Jo x a LL- mE 0z + \ 12 12 a� � �\ o lu Ln Ll 00 Q0 E w � 0 -190 V Q O O Q =1E El Ll— LJL— Ll LUL— k bm1 11111 1 1 1 A ' .4=d \ O Q PROPOSED SOUTH ELEVATION PROPOSED EAST ELEVATION An ' .R DRAWN:N,K Y SCALE: 1/4 1-011 bh ` JOB#:D'ADDARIO DATE:10/19/2021 SHEET NUMBER: PERMIT SET L. ...-+... A- 5 REVISIONS: 11/09/21 11/19/21 77 con ® m L L LF- O EXISTING NORTH ELEVATION EXISTING WEST ELEVATION �--� Ow � Pal a O U � �n 0 0 N o 12 12 4 xx a� 4 O � o '23 x 7C5 >-: oL o z Lo a 12 1 1 t Ln _ Li a a_ C� O F=-7 __ ■ ■ Q ul N Q U `) � Q D NORTH ELEVATION �� a - ' PROPOSED WEST ELEVATION PROPOSE O t te DRAWN:NK SCALE: 1/4"=1'-0" 114"= 1'-Ci" 1/4"=1' 9 JOB#:D'ADDARIO f DATE:10/19/2021 SHEET NUMBER: Sm x PERMIT SET "` A- 6 REVISIONS: 11/09/21 11/19/21 12 \ 4 I� 0.0' 12 IF --- RR 166 OG 2,2X� `z J4 2-2X10RR@16"0.C. 2-2X10RR@16"O.G. 2'2X1012RR@ 12 16" ALT2X12RR@16"O.C. ALT2X12RR@16"O.C. c 2-14 X 92 ML 2X8 CJ @ 16"O.C. 2X8 CJ @ 16"O.C. UPSET BEAM .01 V 1 TJI 360 921 @ 16"O.C. TJI 360 92 @ 16"O.C. EXISTING 2X8 CJ 16"O.C. 4-11X92MLW/ 3-11X18MLW/ 3-1"STEEL FLUSH BEAM 2-1 STE L UPSET BEAM TJI 360 921 @ 16"O.C. TJI 360 92 @ 16"O.C. E-� 0 EXISTING 2X8 FJ 16"O.C. W Y1J • .., REPLACE GIRDER ! EXISTING 3X8 FJ @ 16"O.C. EXISTING 3X8 FJ @ 16"O.C. A ( i .. v'1 o I t•s• 7' S '4 ' i l O W PROPOSED SECTION A PROPOSED SECTION B 1/4"=1'0" 1/4" O O N C O X E V O N 3 mIn O �_ o X V O � LL_ Q) E 1 1/4 z \ 1 1/2 ­11/4 1 1/4 Generated by REScheck-Web Software CO 1 1/2 : 1 114 1 1/4 Compliance CertificateGross Area Perimeter • v Window 2 Copy:Wood Frame g 0.300 0,320 2 2 Window 4 Copy:Wood Frame g 0,300 0.320 3 3 LC) r _ +(1) SHGC:0.32 SHGC:0.32 Window 3:Wood Frame Window 4 Copy:Wood Frame - U ^ (n W. C. LAV. LAV. Project D'Addario SHGC:0.32 8 0.300 0.320 2 3 SHGC: 0.32 9 0.300 0.320 3 3 5"X 5"X-Z"THICK Window 3 Copy:Wood Frame Window 4 Copy:Wood Frame 0.300 0.320 3 3 4 SHGC:0.32 8 0.300 0.320 2 3 SHGC:0.32 9 W C 0 Energy Code: 2018 IECC I STEEL ANGLE CLIP- Location: Laurels New York window 3 Copy:wood Frame window 5:wood Frame 0 SHGC:0.32 8 0.300 0.320 2 3 SHGC:5:32 11 0.300 0.320 3 3 QJ p INSTALL TO EACH TUB SH ER Construction Type: Single-family Window 4:Wood Frame Window 5 Copy:Wood Frame SIDE OF BEAM Project Type: Addition 11 0.300 0320 3 3 11 0.300 0.320 3 3 O SHGC:0.32 SHGC:0.32 Climate Zone: 4 (5331 HDDj Window 4 Copy:Wood Frame Window 5 Copy:Wood Frame 11 0.300 0.320 3 3 Permit Date: SHGC:0.32 11 0.300 0.320 3 3 SHGC:0.32 1 1/4 Permit Number: 5:, Window 5:Wood Frame Window 5 Copy:Wood Frame g DIA. CONNECTION BOLTS 2 3 1 1/4 SHGc:0.3z 10 o.3oD 0320 3 3 sHGC:0.3z 11 0.300 0.320 3 3 ASTM A307 GRADE A(60,000 KSI) Construction Site: Owner/Agent: Designer/Contractor: Window 6:Wood Frame Window 5 Copy:Wood Frame SUBFLOOR Wi WASHERS ANDS NUTS 2 C.O. 12 0.300 0.320 4 a 11 0.300 0.320 3 3 1 1/4 8905 Peconic Bay Boulevard SHGC:0.32 SHGC:0.32 3 Laurel,NY 11946 Window 6 Copy:Wood Frame Window 5 Copy:Wood Frame SHGC:0.32 12 0.300 0.320 4 4 SHGC:0.32 it 0.300 0.320 3 3 W 3-18" ML W/UPSET BEAM 3 Window 6 Copy:Wood Frame Window 5 Copy:Wood Frame {- 3 12 0.300 0.320 4 4 SHGC: 0.32 11 0.300 0.320 3 3 • ,. using SHGC:0.32 Window 6 Copy:Wood Frame Window 5 Copy:Wood Frame Compliance:0.7%Better Than Code trade-off Maximum UA: 498 Your UA:.410 Maximum SHGC: 0.40 Your SHGC:0.31 12 0.300 0.320 4 4 SHGC:0.32 11 - SHGC:0.32 0.300 0.320 3 3 The%B¢ber or Worse Than Cate f energy reflects how dose to compliance a minimum-de um house home. don coda bade-off rules. O It00E5 N07 provide an estimate of enerpY use or cost relative to a minimumKode home. Window 7:Wood Flame window 5 Co Wood Frame SHGC:0.32 12 0.300 0.320 4 4 Copy: 11 0.300 0.320 3 3 O SlabAn•grade tradeoffs are no longer considered in the UA or performance Compliance path in REScheck.Each slab-on-grade SHGC:0.32 assembly m the specified climate zone must meet the minimum energy Window 7 Copy:Wood Frame Window 5 Co Wood Frame 1 1/4 y' P rgy code insulation R-value and depth requirements. 12 0.300 0.320 4 4 Copy; 11 0300 0.320 3 3 1 1/4 SHGC:0.32 SHGC:0.32 Q '"11/2 1 1/4 Window 7 Copy:Wood Frame 12 000 0.320 4 4 Window 5 Copy:Wood Frame 11 0.300 0.320 3 3 0 1 114 SHGC:0.32 3 SHGC:0.32 Envelope Assemblies Window 8:Wood Frame 13 0.300 0.320 4 4 Window 5 Copy:Wood Frame SHGC:0.32 SHGC:0.32 11 0.300 0.320 3 3 _ SINK Gross Area Cavity Cont. Prop. Req. Prop. Req. Window 8 Copy:Wood Frame 13 0.300 0.320 4 4 First Floor:Ail-Wood JoisUTruss 1,546 30.0 0.0 0.033 0.047 51 73 LAV. - SHGC:032 N W.C. Window 9:Wood Frame BumpouC All-Wood Jolstlrruss 8 30.0 0.0 0.033 0.047 0 0 14 0.300 0.320 4 5 4-92 ML W/3-1"STEEL FLUSH D.W. W.M. 13rr Second Floor Ceiling;Flat Ceiling or Scissor Truss 7,292 30A 0.0 0.035 0.026 45 34 SHGC:0.32 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other EXISTING 2 RI CJ- FIELD LD Kitchen:Flat Ceiling or Scissor Truss 55 30.0 0.0 0,035 0.026 2 1 Window 9 Copy:Wood Frame calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. VERIFY IN FIELD I F.A.I. 1a 0.300 0:320 4 s P � i SHGC:0.32 SH ER First floor:Wood Frame,16"o.c. 1,403 19.0 0,0 0.060 0.060 54 54 Second Floor:Wood Frame,16"o.c. 1,235 19.0 0.0 0.060 0.060 60 60 Front Door:Solid Door(under 50%glazing) 24 0.300 0.320 7 8 Window 1:Wood Frame Door 2:Solid Door(under 50%glazing) 24 0.300 0.320 7 8 SHGC:0.32 6 0.300 0.320 2 2 Name-Title Signature Date U od F W 1 C dow rame opy: o Slider.Glass Door(over 50%glazing) Win 6 0.300 0.320 2 2 1 1/4 SHGC:0.30 40 0.260 0.320 10 13 SHGC:0.32 2 3 Slider:Glass Door(over 50%D.30glazing) Window 1 Copy:Wood Frame 6 0.300 0.320 2 Z UPSET BEAM CONNECTION Sor3:Glas 40 0.260 0.320 10 13 SHGC:0.32 1 1/2 (C.O' Slider:Glass Door(over 50%glazing) Window 1 Copy:Wood Frame 6 0.300 0,320 2 2 Q SHGC:0.30 40 0.260 0.320 10 13 SHGC:0.32 2 Window 2:Wood Frame 3 Door 3:Glass Door(over 50%glazing) 40 0.260 0,320 10 13 SHGC:0.327 0.300 0.320 2 2 SHGC:0.30 Window 3:Wood Frame G.Q.I Door 5:Glass Door(over 50%glazing) 40 0.260 0.320 10 13 SHGC:0.32 8 0.300 0.320 2 3 SHGC:030 3 Door 7:Glass Door(over 50%glazing) Window 3Copy:Wood Frame g 0.300 0.320 2 3 SHGC:0.30 40 0.260 0.320 10 13 SHGC:0.32 Window 1:Wood Frame Window 3 Copy:Wood Frame g 0.300 0.320 2 3 SHGC:0.32 5 0.300 0.320 1 2 SHGC:0.32 Window 1 Copy:Wood Frame Window 4:Wood Frame 9 0.300 0,320 3 3 4 SHGC:0.32 5 0.300 0.320 1 2 SHGC:0.32 Window 2:Wood Frame Window 4 Copy:Wood Frame 9 0.300 0.320 3 3 _ SHGC:0.32 8 0.300 0.320 2 2 SHGC:0.32 SLOPE 1/4" PER FOOT PITCH TO DRAIN Project Title:D'Addario Report 10/OS/21 a�. DRAWN:NK 1 P Project Title:D'Addario Report date: 10/08/21 Project Title:D'Addario , a' '" date: 10/08/21 TO APPROVED Data filename: Page 1 ofll Data filename: Page 2 ofll Data filename: (� � * ge 3 ofll SCALE: 1/4"=1'-�" 4"C.I. SEPTIC SYSTEM ., °� JOB#:D'ADDARIO - TRAP HOUSE �,_ � ��- DATE:10/19/2021 PLUMBING SCHEMATIC j f t SHEET NUMBER: `' PERMIT SET � � N.T.S. - 7 REVISIONS: 11/09/21 11/19/21 Ll qp 00 / 00 \ 1 00 IND I F— 7 1 \ \ I I II` l f f i C� \ OWo O � n I z _ 50 dt L 1E I L N — — — — — — — — — O x ° o _v x O O cr) LL- i ) dt o n Ln ` — (D 0-) n E � N CO I N �W C O W U ¢ v 0 <cr) a l � � N cn PROPOSED FIRST FLOOR PLAN PROPOSED SECOND FLOOR PLAN .r Ire 0.A�a DRAWN:N,K tw + SCALE: 1/4 =1 0 „ JOB#: D'ADDARIO DATE:10/19/2021 SHEET NUMBER: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° ° ENDWALL RAFTER WALL STUD CRIPPLE STUD o BOTTOM PLATE RIDGE • LEDGER BATHTUB ° ° HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION I ILOCATION JUSP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / g 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC WALL STUD THROUGH—ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP—SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) ' WALL SHEATHING RAFTERS MAINTAIN VENTILATION SIDEWALL FLASHING WOOD JOIST FOUNDATION - -', -'� TOP PLATE , BLOCKING BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER STAPPING TO BE ATTACHED TO WALL STUDS (�48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS FINISH WALL —L MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. ONTIN. SCREENED VENT SHALL BE COVERED WITH CORROSION- 4" — 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS �, RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION 8" — 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR SOFFITED EAVEGAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / ��„ ACTION 4" — 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS x ga. 14" 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS , EACH RAFTER 8" — 12" RAFTER RT20 1-1/8" 20 TYDOWN ANCHOR CONNECT TO SOFFITED EAVE DETAIL — ' , � ON ALL OPENINGS .' ,' KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL , , ROOFING LAPS BASE ' FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST �—i TOP PLATE GIRDER/HEADER SIDE WALL FLASHING 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48 OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" — 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE—MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. INSTALL 4'0' O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8° — 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONFORM TO SLOPE ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS PLATES TO EACH STUD DBL. SILL PLATE �— TERMITE SHIELD SUB FLOOR SILL GASKET WOOD JOISTS CONC, SLAB NEOPRENE ' TYP. CONC. FOUNDATION A GASKET . � � 2x6 /2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR 6 MIL. POLY ' V-1 I BOLTED TO STEEL BEAM WITH GRANULAR FILL STEEL COLUMN 1/2 " DIA. BOLTS @ 48" o.c. STAG. 6MIL POLY ON EXTERIOR V ' `, p `� ' s 4 I ° 4 D ° e ROOF JAC K u CONC. SLAB ' '� - r. __ \� �� �� STEEL BEAM C ANCHOR BOLT EMBEDMENT: �� I '.` ' POURED CONCRETE: 7" I 4" x 1/4' x 8" STEEL V p COMPACT FILL =D BLOCK WALL: 15" ROOFING LAPS ,�. TOP AND BOTTOM PLATE KEYWAY FOOTING D V /� ° ° ° p r FLASHING AT ' / ' 4 J WITH 1 2' x 6" ANCHOR BOLT e n e• n CONC. FTG. •p Q'p G D' SIDES AND TOP ` s ; 4 ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS `� 1/2" GROUT (USP LBPS58 OR BP583) p � REINFORCING BAR ',' 3" STEEL COLUMN FOUNDATION 5/8" DIA. ANCHOR BOLT DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL BRACING. TYPICAL C FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12" CONC. FTC. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB—ON—GRADE ROOF JACKS & VENTS DETAIL SUB FLOOR CONC. SLAB DOOR FRAME 6X6 10/10 WWM COMPACT FILL ' DOOR GE G JOIST USE 2X8 STEEL BEAM FOR B LOC KOUT ';•� 4" SLAB tt P.T. PLATE �` W/ 6X6 WMM I I SLOPE ACE ` A_ • 4 a e• 1 �" e 4 DRIVEWAY --' NOTCH JOIST AND ADJUST HEIGHT 1/2" AIR S� (WITH A NAILING PLATE IF NEEDED) AT END AND �• " •,p ° ° n ° :a , °° , ° TO BE APROX. 1/2" OR HIGHER THAN ES OF WOOD AM TO ALLOW FOR SHRINKAGE -10-- --Ai BEAMS C GRADE ' 4 - . --'--; ° 4 e 4 e C r. - e e < > '° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) T� 6X6 W.W.M. 4 -. a �' e • _III 4 MIN. D .e�C .D ed eC '" �'� �`p ^'� p `NOTCH BEAM FOR MUDSILL IF REQUIRED >' -- MAXIMUM — p p e '^ —SUBFLOOR •� <, REINFORCING BAR O pa NOTCH EQUALS 1/4 DEPTH OF BEAM '1 A D• s De , • • C �� REINFORCING BAR a D DRAIN TILE I�/--►I i ° 4 L•\• 4 ° 4s ° _ 12„ SHEET METAL / 30# FELT UNDER BEAM AT POINT � A a � � STEEL BEAM e OF CONTACT WITH CONCRETE OR CONC. BLOCK _ITi_ Imo_ I e•° C 3" PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET +"" 4 " l 3 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 4"MAX. DEC GIRDER'(ING DECKING 4"DIA.MAXIMUM EXTERIOR WALL DECK IOiST DECK JOIST 1/2"DIAMETER LAG SCREWS, CONTINUOUS FLASHING,EXTENDED THROUGH-BOLTS WITH WASHERS PAST JOIST HANGERS,CAULKED TO (2) 1/2"GALV. OR S.S. - OR 5"LEDGERLOK SCREWS PREVENT WATER INTRUSION LEDGER FLOOR A CARRIAGE BOLTS WITH GIRDER rn AND JOIST FLUSH ON TOP JOIST WASHERS AND NUTS RIM BOARD CAULK TO PREVENT WATER SiMPSON CBS w INTRUSION LEDGER AND ANCHOR DECKING 1/2"DIA.EXPANSION BOLTS, JOIST FLUSH ON TOP EPDXY OR ADHESIVE(PER CONCRETE POST FLOOR "MIN. MANUFACTURE INSTRUCTIONS) • �• JOIST 1-5/8"MIN. w/WASHERS AND NUTS d PIER 5"MAX. MIN. DECK JOISTS ��4 DECKING DECK/PORCH RAILING .�.� DECKING DECKING Q'.•••' JOIST HANGER �° �;•A Vie.♦ •a,••° DECK JOISTS �C•• .4 ' 2X ACQ LEDGER BOARD FOUNDATION WALL .4 e'w a •+,� NOTE: f�'Sae.• 4a DECK JOIST DECK JOIST BLOCK FOUNDATION p • .a RAILING FOUNDATION p��• TO BE FILLED WITH d�i JOIST HANGER POST WALL •� GROUT AT ANCHOR •.�Pet•�• LOCATIONS 2X ACQ LEDGER BOARD SIMPSON DTT2Z HOLD-DOWN GIRDER GIRDER RIM BOARD LEDGER BOARD TO RiM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL (MIN.2X8) DECKING 2"MIN. THROUGH-BOLTS 5"MAX. DECK JOIST 0 THROUGH-BOLTS SHALL HAVE A DIAMETER OF 1/2".PILOT HOLES FOR THROUGH-BOLTS 2"MIN. SHALL BE 17/32"TO 9/16"IN DIAMETER.THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT HEAD AND NUT. SIMPSON CC SIMPSON CBS (2) 2X BLOCKING AT EACH POST CARRIAAGG E B BOLOLTS W WITTHH ATTACHED WITH lOd THREADED EXPANSION AND ADHESIVE ANCHORS ANCHOR ANCHOR WASHERS AND NUTS NAILS TOP AND BOTTOM 12"OC STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD POST CONCRETE IN 2 ROWS TO A CONCRETE OR SOLID MASONRY WALL AS SHOWN IN LEDGER DETAIL.EXPANSION PIER POST-TO-DECK CONNECTION AND ADHESIVE ANCHOR BOLTS SHALL HAVE A DIAMETER OF 1/2".MINIMUM SPACING AND 2"MIN. 5-1/2"MIN.FOR 2XB EMBEDMENT LENGTH SHALL BE PER THE MANUFACTURER'S RECOMENDATIONS.ALL ® O ® 6-1/2"MIN.FOR 2X10 ANCHORS MUST HAVE WASHERS 5"MAX. 7-i/2"MIN.FOR 2Xi2 ® ® 4 ® LAG SCREWS 3/4"MiN. LAG SCREWS SHALL HAVE A DIAMETER OF 1/2".LAG SCREWS SHALL HAVE PILOT HOLES „ I.•J2"MIN. LEDGER LAG SCREW,THROUGH BOLT, DRILLED WITH 5/16"DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. 4 MAX. OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 1-1/2"UNTHREADED SHANK.LENGTH MUST PENETRATE BEYOND y� RIM BOARD A MINIMUM 1/2".LAG SCREWS AND WASHERS MUST BE GALVANIZED OR S.S. CONCRETE TIT LEDGERLOK SCREWS PIER LEDGERLOK SCREWS SHALL BE A MINIMUM LENGTH OF 5".LEDGERLOK SCREWS SHALL NOT 4"DIA.MAXIMUM BE USED FOR MASONRY,CONCRETE,BRICK VENEER,STUCCO,SIDING,OR RIGID FOAM LEDGER BOARD FASTENER SPACING AND CLEARANCES INSULATION.SCREWS SHALL BE A MiNiMUM DISTANCE OF 3-3/4"FROM ENDS AND 1-3/4" FROM TOP AND BOTTOM EDGES. 24"X24"X12"CONC. FTG. HANDRAIL NOTES: Y BELOW GRADE All required handrails shall be of one of the following types (ALT.: BIGFOOT FOOTING) or provided equivalent graspability. z 1).Type 1.Handrails with circular cross section shall have an outside diameter of at least 1-1/4 inches and not greater m 36"MIN. than 2 inches.If the handrail Is not circular it shall have a perimeter dimension of at least 4 inches and not greater than 6-1/4 inches with a maximum cross section of FLOOR SHEATHING NAILING AT 1/2"DIAMETER LAG SCREWS, ATTACH TO I-JOIST 1/2"DIAMETER LAG SCREWS, dimension of 2-1/4 inches. 6"MAXIMUM ON CENTER TO THROUGH-BOLTS WITH WASHERS WITH A MINIMUM THROUGH-BOLTS WITH WASHERS JOISTS WITH HOLD DOWN OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN OF(19)8d NAILS OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN 2).Type 11.Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a STAIR RAILING • • • • • • • • • • distance of 3/4 inch measured vertically from the tallest SOLID SAWN • • • FLOOR JOISTS • DECK i � I JOISTS • DECK i � portion of the profile and achieve a depth of at least 5/16 JOIST . . . . . • . . . . . JOIST i inch within 7/8 Inch below the widest portion of the i i profile.The required depth shall continue for at least 3/8 1-1/2"SPACE THREADED ROD MAY BE THREADED ROD MAY BE inch to a level that is not less than 1-3/4 Inches below the MINIMUM SLOPED UP TO 1:12 MINIMUM 2X6X36" SLOPED UP TO 1:12 tallest portion of the profile.The minimum width of the AWAY FROM THE HOUSE ATTATCHED TO JOIST AWAY FROM THE HOUSE handrail above the recess shall be 1-i/4 Inches to a GIRDER WEB WITH(16)10d NAILSL GIRDER maximum of 2-3/4 inches.Edges shall have a minimum HANDRAILS JOIST HANGER AND CLINCH JOIST HAVG R radius of 0.01 inches. BALUSTERS 10d THREADED NAIL OR#10 WOOD SCREWS, LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) 16"oc EQUALSTAGGERED GREATEREDIN 2 ROWAN LONG. STAGGERED IN 2 ROWS OPEN BALUSTER ATTACHED TO WALL HANDRAIL CONNECTION • ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH iF BEAM IS CONSTRUCTED WITH 3 MEMBERS (2)THREADED NAILS OR SCREWS AT EACH END OR OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS 6 FT.MIN.EXTENT OF BLOCKING ATTATCHED OUTSIDE MEMBER TO THE SPLICE END;SPLICES SHALL BE LOCATED ONLY OVER SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN INSIDE MEMBERAS SHOWN. INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL ATTACH BLOCKING TO DECK WITH 1/2"DIAMETER LAG SCREWS, BEAM ASSEMBLY DETAIL PROVIDE AN EQUIVALENT GRIPPING SURFACE 10d NAILS AT 4"O.C.STAGGERED THROUGH-BOLTS WITH WASHERS OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN • 7GIRDER DECK STAIR TREAD JOIST RIM BOARD THREADED ROD MAY BESLOPED UP TO 1:12STRINGER MINIMUM 1-1/2'THICK FLOOR JOISTS LAWAY FROM THE HOUSE BLOCKING.BLOCKS MUST (SOLID OR WOOD-1) FILL BAY AND FIT SNUGLY JOIST HANGER JOIST GIRDER/HEADER STRINGER TO DECK/PORCH CONNECTION LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE iN (2) LOCATIONS IN DECK) SPLICED JOISTS OVER HEADER/GIRDER - CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACH JOIST GROUND WIND SEISMIC FROST WINTER ICE SHIELD NAILING SCHEDULE SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD NAiL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS JOINT DESCRIPTION QTY. SPACING NOTES STRINGER JOIST TO: 4-$d COMMON PER TOE ®16" C MODERATE SLIGHT TO SILL,TOP PLATE OR GIRDER JOIST NAIL 20 PSF 130 B SEVERE 3 FT. 11 NONE - � (2)THRU- TO HEAVY MODERATE BRIDGING EACH TOE BOLTS TO JOIST 2 8d COMMON EACH NAIL BLOCKING EACH TOE PB44 POST L JOIST 2-8d COMMON END NAIL WOOD JOIST ANCHOR PIER 16"TREAD Jr s 1). ALL FRAMING,CONSTRUCTION, COMPLIANCE TO BE PER 2015 IRC,2016 NYS UNIFORM SUPPLEMENT BLOCKING TO: 3-16d COMMO EACH TOE SILL OR TOP PLATE BLOCK NAIL 1 s-•+�.4 2). ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. LEDGER STRIP 3-16d COMMOIN EACH FACE GIRDER/HEADER CONC.SLAB •.�q• TO BEAM JOIST NAIL (AS REQ.) 4 . L WOOD JOIST ., JOIST ON LEDGER 3- PER TOE `�•�. ,e4 44 Bd COMMO 3). ALL FASTENERS, HANGERS,AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. TO BEAM JOIST NAIL �, 8"dia. Y DECK PIER BAND JOIST PER END , „ '® CONC. ` ! PER PLAN 3-16d COMMO g-0 • „•• 4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. TO JOIST JOIST NAIL 4 PIER FLUSH JOISTS WiTH HEADER/GIRDER •~4• P"�®•° BAND JOiST TO: 2-16d COMMO PER TOE NAIL a%"• '®'�"• 5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. SILL OR TOP PLATE FOOT ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 4`1` 4 THE PROPER STEEL CONNECTOR. «¢ i°y a° 6). FLASH ALONG HOUSE WALL, OVER LEDGER WITH MIN. 10"FLASHING. IF ABLE,SET FIR JOISTS APROX.i/4"HIGHER THAN LVL HEADERS • ." > TO ALLOW FOR SHRINKAGE. A p, L4 WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS: GENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QW SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOE-NAIL TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA UNIFORM CODE intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TOE-NAIL ( ) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMO JOIST AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES g y p g g p p FRAMING ELEMENTS State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL DESIGN DEAD LOAD{PSF)R301 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 01.7 sound and a weatherproof completed product, shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WAALLSLLS 15 RAFTERS GREATER THAN 3:12 PITCH IJ180 UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR(LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING) 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND ATTICS WITH FIXED STAIRS 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE INTERIOR(LIGHT FRAME) STEEL WALLS 5 FLOORS U360 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wail studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS (B"THICK) 80 CEILINGS(PLASTER,STUCCO) L/360 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE GUARDS AND HANDRAILS 20o FIRE ESCAPES 40 (GYPSUM) L/240(CONCRETE WALLS (6"THICK) s5 CEILINGS accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 EXTERIOR WALLS PLASTER,STUCCO) H/360 3). Dimensions shall take precedent over scaled drawings. 2 - 16d COMMON PASSANGER VEHICLES 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 20001bs ( (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL EXTERIOR WALLS (BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) L/600 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE E 2 - 16d COMMONPER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE P PP 2 - 16d COMMON O.C. NAIL Sym.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6). TYPE Il EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOR FRAMING. LOAD CATEGORY DEPTH TEMP. REQUIRED HAZARDS MPH Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL (MPH) 2). Al! footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 3}. Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE 4 - 8d COMMON - concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#5 re-bar, 111" long at 12" o.c.. Use approved epoxy for installation. SHEATHING LOCATION NOTES 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 3000 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O. . 8d COMMON 6" O.C. SEE NOTES: 1,3 g P• TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 B to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 3 - 16d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. ( BOTH FIELDS) anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD 60 maximum lifts (layers). p p g along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 1 Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF T For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL 3}. Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION QTY. SPACING Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. JOINT DESCRIPTION Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. where needed. GYPSUM 5d COOLERS 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD Bearingwall headers to have 2 jack studs and 2) full length studs on each side of all WALLBOARD 10" O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3 ( ) j ( � 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7)• All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES openings between 41 and GO and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC PLUMBING NOTESe used. anchors where applicable to all connecting joists. 7/16" O5B 3" O.C.00 EDGE bd COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD Sd COOLERS 10 O.C . FIELD 2 Verify septic stem with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1.3/4" thick microiams ( height to match floor joists) around stairwell and/ r )• fy P y g � p Pp FLOOR SHEATHING: other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTIOE183d 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10-0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P fY SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANEL 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR, HVAC SYSTEM NOTES V OR LESS OMMO 12" O.C. FIELD (5.7 SQ.FT.2ND.FLOOR) 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF NOTES:ES: NYS Residential Code R302.11-FIREBLOCKING REQUIRED under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3}. HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. ELECTRICAL NOTES: shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wail sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or approved equal Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. zN a , and R315 of IRC. �° f tt 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G OR APPROVED EQUAL.INSTALL WITH CAP be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. AND BASES.USE WITH FLASHING CAPS TO COVER TOP REVISIONS: v v 02/10/22 v _v \ v v Q., v _v v yEN-oFFREs \ WETLANDS v V CpNSVL ANTS ONwET�ANpg A \ y v v 9/30/�0 s D�C{NEgTED � \ V \ y V V i v v v V v S� j5o2�,2 - - - OJ� or� ZONE AE - - - - -- - - -- -- — (el 6) RIGHT OF WAY 00,0 oivF -___ g►— 1 NF 8 _`� 1 - - - - -- -- - - - 10 - - - �PGP� �o ' - - - - 147.96' o - _ $ cb --- ctj q< 2 10 3 , ' oEXISTING SEPTIC SYSTEM \ 1�2 N � TO BE REMOVED AS PER, Gj Q .� SCDHS REGULATIONS 12 V0��7.g, \ l 0 � \ / WALL EXISTING SEPTIC SYSTE w TO REMAIN 14 w 12 TEST HOLE DATA ' - `� EOSCIENCE Q MCDONALD G EXISTING SEPTICSYSTEM( 1z\ \ O TO REMAIN ` 14 _ ���� 1,� �.. �o ��, 11/4/2010 00 O 86, � �(/ o m GRADE EL. 15 a _ J DARK BROWN LOAM TESTHOLE C 8'dia 1 v Q EL. 15' w �� �eep \ 14 J 0.5' OL w Fco�S A FR yFyRy h w BROWN SILTY SAND S'To 000 < 76 g S'�c 9 .O� S M 76A / 8' e \ Ry O�2 7 w t� \ 'p2 ^c �dee� �/� O Ov'^� 31 /oN sc� `�\ 61 Of co Qj /. w A C w PALE BROWN FINE SAND W �c�j• SP w w �V - - - / 14' lb o V v a �� 1500 gal. c OST Q - _ — WATER IN PALE BROWN FINE SAND O S P a a 8LP 00 O &dia i ".� 14 � 8 ee � LP 9:2� 8'd�ep ��Q� LP PROPOSED SEPTIC SYSTEM EP `� NOTE: WATER ENCOUNTERED 14' BELOW SURFACE co ' EL. 1.0 0 00v STORM WATER CALCS: �QJcN 2156 SQ.FT. X 2" RAIN/HR (.167" ) = 360 CF - 3 - 3' X80 � o -E m o a o c�05 � � PROPOSED SIZE � EL C' �oA Q� O o�� A COTTAGE 1 COTTAGE: 1554 SQ. FT. Q o�O o PORCH: 420 SQ. FT. s Q) Cj Fj0' JQ'v COTTAGE 2 COTTAGE: 852 SQ. FT. \ PORCH: 166 SQ. FT. co \ COTTAGE 3 COTTAGE: 555 SQ. FT. o COTTAGE 4 COTTAGE: 555 SQ. FT. '0001.��� ' $��tiP TOTAL: 4102 SQ. FT. Em'� \ '# P Noo �G LOT COVERAGE: 8.26% F o PROPOSED SITE PLAN 1 " = 20' \ gooIN �G QJ� FEB 1 5 2022 M-�I REVISIONS 2/10/22: BUILDING DEPT SCTM# 1000—126-04-17.2 TOWN OF SOUTHpLD � \ -BACK DECK FOOTINGS \ -FRONT PORCH FOOTINGS AND STRUCTURE ��� , '�'0�,�P`G� -FIRST FLOOR BEDROOM EGRESS WINDOWS �P G� METES & BOUNDS FROM G QJ��� -FRONT OFFICE CEILING STRUCTURE SURVEY BY P ECO N I C SURVEYORS PCDATED: DRAWN:NK SCALE: 1/4"=I'-0" 12/14/2010 JOB#:D'ADDARIO �P � DATE:SHEET NUMBER: \ �opO�\G 49637 SQ. FT. PERMIT AMENDMENT S . 1 Q REVISIONS: 02/10/22 1-0 m Q i 36'-8" 36-8" 6'-6" 29' 7'-8" 6'-6" I- 29' 7'-8" — ----- — ----------- #5 BAR @ 12"O.C. f 1 a� 2-10"0 CONC. 2X8 FJ @ 16"O.C. SOLID BLOCKING i FILLED #5 BAR @ 12"O.C. BETWEEN JOISTS SONOTUBE FTGS UNDER POST ABOVE III ; SOLID BLOCKING — — — — — EXISTING EXISTING BETWEEN JOISTS III III UNDER POST ABOVE CRAWL CRAWL III II 11 I II O III REMOVE AND 5-1'X 92 ML GIRDER REPLACE EX. GIRDER AND POSTS III I NEW BEARING WALL ABOVEcj O EXISTING 6X8 ABOVE I VERIFY ALL FOOTINGS IN FIELD PRIOR TO W Zo CONSTRUCTION 1 — ( III INSTALL LALLY COLUMN ON � I III FIRE PLACE 2'X2'X1' FTG UNDER POST ABOVE � j Zo N M N I I FILL VOID BETWEEN JOISTS W/ c� EXISTING STEEL I-BEAM _ ( ABOVE EXISTING SOLID BLOCKING co STEEL I-BEAM REPLACE GIRDER Lo co W/4-1a X 92 ML M _ M co M 0 NEW POSTS TO BE ' M HSS 3.5X0.25 TUBE STEEL ON 3'X3'X1' FOOTING TO BE 3'X3'X1' _ FTG W/3-#5 RE BAR i EXISTING W/5#5 REBAR EACH WAY EXISTING 'l; EACH WAY III I STEEL I-BEAM STEEL I-BEAM zo NEW BEARING iv) WALL ABOVE NEW STRUCTURAL BEAM O I � o 8X16 PIER UNDER I 2-74 ML FLUSH UNDER WALL ABOVE IN TALL LALLY COLUMN ON EXISTING 3"0 COLUMNS Z EXISTING I A - _ _ _ - - 2'X 'X1'FTG UNDER POSTA OVE EXISTING _ c� EXISTING 3X8 FJ 16"O.C. FILL VOID BETWEEN JOISTS/ _ UP A6 UP SO ID BLOCKING CELLAR V � EXISTING 3X8 FJ 16"O.C. r CELLAR I I EXISTING 6X8 EXISTING 3X10 EXISTING(2)3X6 `t EXISTING 3X10 EXISTING(2)3X6 c) -2X8 I - — - - - J I Ep - EXISTING - EXISTING BX16CMUPIER ETI CN SOLID BLOCKING - 8X8 PC PIER SOLID BLOCKING ON 24X30X12 FTG BETWEEN JOISTS M N M M ON 2X2 FTG BETWEEN JOISTS CRAWL 3-7a ML UNDER POST ABOVE X M CRAWL UNDER POST ABOVE aoc POST ABOVE FLUSH BEAM o ------ � i 2X8 DJ 16"O.C. - m N 60 � � � 00 X co co OP 00 CO LL GI � Q �t o z Ln 2-2X8 m Q -- — 0-) U co LLJ 0 I (LoLj - '"---6'-61 -------- 51 /11 26' 51 A 1, —— ------ -- — - --- --._. -_.-.._. - - — — 36'-811 36'-811 o cn LEGEND Q EXISTING I m Q TO BE REMOVED PROPOSED N PROPOSED ' ` U EXISTING FOUNDATION PLAN PROPOSED FOUNDATION PLAN 1/4"= 1'-0" 1/4"=1'-0" •�4V M DRAWN:NK SCALE: 1/4"=P-0" JOB#:D'ADDARIO DATE:12/15/21 SHEET NUMBER: ' PERMIT AMENDMENT, REVISIONS: --6-2—/1-0/22 361-811 361-811 29' 71-811 21'-3" ---5'-6 l-1"' 6'-62L ot 101-711 51-211 71-9s' 31-1 O'l—I 31-1011 51-6"--- 101-711 51-2" 81-12()—,--- 1'42"' T-3-21" 51-1 Otl -- — — — — — — — — — - yl� TW2821 0 TW2821 0 TW2821 0 7O N ! -7- 1714 3-2X4 POST 0 21 1 1 x 2X8tJ @ 16'�O.C. 3-2X4 POST CX14 CX14 FLUSH BE C? 2-2X2- FLUSH BEAM ICHDR 7 Lj� 6 2 EXT.WALL ABOVE AM C? N 10'-311 21 121-511 Lr) I? Lo oo 10-41 121-811 121-51' 00 30 II 00 30 I I EXISTING 2X8 CJ 16"O.C. I a (D ! / ! ` O c� L- — - 00 ZD BEDROOM 41 c� L OFFICE 2 00 KITCHEN VELUX30X48 co 0 I BEARING WALL SKYLIGHTS BEDROOM CD C? BARING WALL V BEDROOM C? 6: x L KNEE WALL KITCHEN c� C? 92-1 TJ1 360 @ 12"O.C. 16 C14 CANTILEVER BEARING WALL VELUX 30X48 0) co 71-711 6'-7" 1 -811 11� 121-511 61-7" 3-2 4 POST SKYLIGHTS iv iv INSTALL SOLID BLOCKING BATH :r co 00 00 BET\AEEN JOISTS OVER 0- x SCREENED EXT.WALL 6 F V 04 C? PORCH cy) cf) zo I x zo BATH —71 L 3-21 X 7 28 ce) PARALLAM c� r COLUMN lcl� CLOSET DINING I N BEAM ABO zo DINING SCREENED A 0) zo L -J L C? ZY) CANTILEVER ABOVE1 7 zo C) 2XI 0 9 16"O.C. 2X10 @ 16"O.C. 2XI0 @ 16"O.C. PORCH T) Z 3-,L�T 04 r7;�7 6 43-2 2) BEAM ABO L= I (2X 1 0 @ 16"O.C. J L t04 ------ 4-14 x 91-2 M L W/ VELUX 30X48 = "3-1 STEEL FLUSH BEAM c� SKYLIGHTS 100 0 CV -Iw .16 F zo 31911 211-411 x- 10'-3" 31911 211-411 �1� co FAMILY ROOM N L 1-4 FURR OUI cV TO 5-21" 28 ZD BEDROOM Lo -—-—-—- A oc) ce) FAMILY ROOM A6 CD x c� E 2- ML FLUISH Cc) 2- 12 X 16 ML 4 TRANSOM WINDOW Lo UPSET BEAM -1 PLANTINGS FURR OUT U EXT.WALL ABOVE PARALLAM x I I * —,- F- TC 5-2"'. COLUMN — -- — — — — 0 15X3.5 PA OX4' 2-2X10 HDR Ln F Q0 ------ - -0- -�-- - I O 0- u L 2-1JX16 ML HEADEk-��J TW2846 x ALT 2-2X1 2 W1 1/2"STEEL 3.5X3.5 Ll� V)4 T— -T- --- --- -Y PARALLAM L- u 70 VELUX r48 VELUX 30X48 Q) F7 f 1-8 — (o 0 COLUMN F- — SKYLIGHTS V z LIG S 2 6 F 5'-4 5'-5 0 61-611 21-211 cf) 2 Q) 00 u EXISTING CEILING AND ROOF �o STRUCTURE TO BE 0 1 co BATH ENTRY bo PORCH FF- bo 't ENTR Y QFFICF 1 DEMOLISHED E (D) U Ln L 4� ' cc E Q) IDO 0 3-TW28 3-TW2846 41-81' 1011 �/- EXISTING PORCH CEILING co 41-8"PORCH AND ROOF STRUCTURE TO GC TO EVALUATE EXISTING NEW ROOF BE DEMOLISHED L ROOF STRUCTURE IF TO REMAIN OR REPLACE, ^ LLj L---j L--j CONTACT ARCHITECT FOR ANY < CHANGE IN STRUCTURE u 0 un T-911 21-411 31 51-211 1 51-211 21-411 31 (J� 31 21-411 31-9" 31-911 31-911 V2 < 51-411 26' 51-411 51-411 26' 51-411 361-811 361-811 N LEGEND m < EXISTING TO BE REMOVED E PROPOSED EXISTING FIRST FLOOR PLAN PROPOSED FIRST FLOOR PLAN 1/4" 11-01, 1/4" V-011 DRAWN:NK SCALE: 1/4"=F-O" JOB#:D'ADDARIO DATE:12/15/21 SHEET NUMBER: . ..... PERMIT AMENDMENT [A-2 REVISIONS: 02/10/22 mQ 36'-8" W I N DOW SCHEDULE r-2° 16'-2" - I 16'-2" 2'-2" ROOM AMOUNT WINDOW TYPE SIZE 3 TW2846 21°X49 ENTRY DOOR REUSE EXISTING 36X68 1 VELUX SKYLIGHT 26X4° rot",�® 3 TW2846 21°X49 1 OFFICE 2 TW2646 28X49 - - - - - - - - - - - - - - - - — _ �Qj T/'1 1 CTR4010 1°X4° � V1 1 VELUX SKYLIGHT 26X4° _ AX251 TW24310 TW24310 TW24310 12-2X4 POST AX251 1 TW2846 210X49 --- ------------------ FAMILY ROOM 2-2x8 HDR 2-2x8 HDR 2-2x8 HDR 1 TW21046 3°X49 _ DINING 2 TW2646 26X49 1 TW21046 30X49 - --- '�z s bo M =TIN 10 12 1 25'-32" x KITCHEN 1 TW2046 2X4 3 TW28210 21 OX31 i -- X00 6 X 2X8 CJ @ 16"O.C. 2-12 X 92 ML r 10X3, N ti MASTER 2 N ,� UPSET BEAM U BATH 1 2 TW18210 1 - CLOSET 2X8 CJ @ 16"O.C. 2 TW2446 26X49 OFFICE 2 08 M T1 OVER BEARING SLIDER FWG5068 5X6 Q U O 2-2X4 POST MASTER WALL BELOW BEDROOM 2 TW1846 110X49 - - - --- BEDROOM SCREENED PORCH 3 VELUX SKYLIGHT 2X40 TIN r, d' 2 TW24310 26X41 N r T 1 STAIRWELL 1 AX251 24X28 T. BEARING WALL 2 TW38310 31°X41 MASTER ~� 2 TW28310 210X41 0 2° 0 4 8 BATH 26 x OLIVER ROOM 1 AX251 2 X2 _ l 3 CX14 28X40 =o 'il 2X8 CJ @ 16"O.C. N U _ s ° -' -- 0 00 = N 3-2X4 p�OST 1% RAMONA ROOM 3 CX14 2X4 L� �- x BATH 2 1 AW31 30X24 N N N CIO 4 CX14 26X40 v 26 _ MASTER BEDROOM 1 AX251 24 j?X2s - x ' CLOSET 3 TW24310 26X41 o N I N &4 2 1 � � I X MASTER BATH 2 TW20310 2 X4 Lo v 10 ' M 1 AX251 2zX21 1 Nil L.C. VERIFY 2° 2° 0 1 TW20310 2X4 MASTER CLOSET 4 s 319 0 CHIMNEY' Z� = 2-2X4 PO G� SIZE 2-13 X 9j ML 2 x - --- -- -- -- ------ tY UPSET BEAM 3'-6° L_C 2° N 61-32,. 0 20 0 71-311 26 TbN 17'-82" OCR W M -1 I RAMONA U z � � BATH 2 26 x w¢ X N 3-2X4 POST �h n Z a O CLOSET L L T- 2-2X4 POST 00 SIN ! y a lC) ti ! 1 X T- d A T- II \2A2 6 2- 14 X 9-2'ML � o DN UPSET BEAM A °O + - c� - - - - - - - - - -— - - - - - - - - - - - -'�— A6 Q W IN m 2 OLIVER r - A6 6 M wCD -tti J ~ - _ o_ w�N N ' 2X8 CJ @ 16"O.C. W ti U LC) N ~ 2- 8 HDR c" 2-,2X4 POST 2-7 a ML HDR 2-2x8 HDR 0 2-2x8 HDR AX251 2-TW28310 2-TW28310 AX251 - �-- x o TEMPERED TEMPERED m o - — — — — — — — — — o-) o x o a a n i z 0 Lo \ m o 00 0 o n u E 0 7) U DO 0 m I+ U 2'-211 12'-41�� 7'-711 12' 41 2'-2" 0 2 ( 2 36'-8" Q N LEGEND m Q Q EXISTING 0 TO BE REMOVED = PROPOSED ® U U u� Q 75 PROPOSED SECOND FLOOR PLAN 1/4"= 11-0" „, .:i DRAWN:NK SCALE: 1/4"=P-0" w JOB#:D'ADDARIO DATE:12/15/21 SHEET NUMBER: PERMIT AMENDMENT A. 3 t�}I` REVISIONS: 02/10/22 2X10 RR @ 16"O.C. Q 2X10 RR (CD-16"O.C. — — — — — FI — — — — — — — — — — -- 12 -i 12 7 1107 10 V 1 II II X fi — — — — — — — — -1 I- — — — — — — — - F L MTV r- J — — — — — — — — — — — — — -- — _ — _ — — _ — I� EXISTING ROOF TO �^ REMAIN OR REPLACE- I i VERIFY IN FIELD li it L12 O 1 _ DOUBLE RR _ J I Q 4 � � 12L ci �� — — — — � W . � W NEW SKYLIGHT .m 2X12 RR @ 16"O.C. J J I I X ALT 2-2X10 RR @ 16"O.C. DOUBLE RR I � N 11 LJ 1;T 118 ML RIDGE � I - - - - 11 II I I O II F — — — -- - — — — — — — — — — — — — — — - - II � I! � I II II II II L - - - - - - � r - - - � — — — — — — — — � — L DOUBLE RR L= J�- L = II 12 0 ��� li - - - - L _ _ LL _ __ LJ W�.. W m NEW SKYLIGHT .m II 7 I — � - - � I IL — J Imo.. �� . �.. II � _ - - _ I DOUBLERR W _ — -- = L — — — - - - JI II I � o — -- — — — — 7 — — — LL— — — I EXISTING ROOF TO REMAIN OR REPLACE- DJ L J I ( VERIFY IN FIELD 12 4 DOUBLE RR. � . II II � I 11 II II — __ , F- — — _ - - — — � I W= w co NEW SKYLIGHT :j WP-4 O O v� II L - ol— II II II II II II I � DOUBLE RR 2X12 RR @ 16"O.C. ALT 2-2X10 RR @ 16"O.C. II II II Ix o EXISTING ROOF TO N — — — — J VER FY N F ELD CE L L — — J L I - oX _ __ -�� _ _ _ ___ 1 � 7F_ - - = 1L - -- - - - - - - - - — — — — — - - - - - - - - - - - - - -- - mom, � o .- II II II II — �I - - - — - -� - - — — — — — - - - -�— 00- ;;;DOUBLE RR, DOUBLE RR; = X @ 12 II II II II 4p oz T, :� iD W W N �_ 113 X 11Z ML RIDGE J co J 0 12 > > o 0 4 [__� w p: ' I o 0 L � Q) DOUBLE RR: >C 12 c� p 4 ( I II I 11 p N OUBLE RR: 0 L N � LL— — — — — — J L _ J L — — — — — — — — — — — — —JJ w O cl- 1 � 1 W ' ` Q VO O cn V) Q N EXISTING ROOF PLAN 1/4"= 1'-0" U "' O PROPOSED ROOF PLAN # DRAWN:NK SCALE: 1/4"=1'-0" i JOB#:D'ADD ARID DATE:12/15/21 SHEET NUMBER: PERMIT AMENDMENT A-4 � .. - REVISIONS: 02/10/22 ® ® O Ll L-1 L �l L--j L-] 0 w EXISTING SOUTH ELEVATION EXISTING EAST ELEVATION 1/4"=1'-0" 1/4"= T-0" Ow � O a U � 0 0 N _ O 1 - � 2 O a 4 -_s x — O N - mLn os 0 6 o ----- X @> 6 Y Q) E o Ln \ 12 12 � .. � Q — O cn +- Fz � � Ln -D � u �'ov cc 0 Q O O Cn Q u N U � Q PROPOSED SOUTH ELEVATION PROPOSED EAST ELEVATION 4 DRAWN:NK 1V' + SCALE: 1/4"=P-0" JOB#:D'ADDARIO DATE:12/15/21 SHEET NUMBER: PERMIT AMENDMENT C1 � A- 5 - r REVISIONS: 02/10/22 EE . Li 1111 lill Hill IF PTA 0 CC C� E-� w EXISTING IN NORTH ELEVATION EXISTING WEST ELEVATION �--�Ow � O 4 O v d F�1 a a 0 00 0 N N E � � O 12— 12 X U 4 o � � O o � Q � o Ln m 00 u .. 12 12 o Ln C � ) w Q) I 11L]LAi L-11 IL 11 w V � O O U� L L 10 00 ❑ - ❑tea C� PROPOSED NORTH ELEVATION PROPOSED WEST ELEVATION ` DRAwN:Nx ti SCALE: 1/4"=1'-0" 4 JOB#:D'ADDARIO DATE:12/15/21 SHEET NUMBER: PERMIT AMENDMENT A- 6^►►-.— REVISIONS: 02/10/22 12 12 1pRRq�@16'OG q�'2k10 Q4 2-2X1 ORR @ 16"O.C. 2-2X1 ORR @ 16"O.C. 2'2 ZX12RR T 2k12RR@ 16„ ALT 2X12 RR @ 16"O.C. ALT 2X12 RR @ 16"O.C. PLC. RR @ 16,OC. •C 2-14 X 92 ML 2X8 CJ @ 16"O.C. 2X8 CJ @ 16"O.C. UPSET BEAM OC. mmmm 2X10 @ 1 "O.C. �^ 2X1oRR16' V l 2X10 @ 16"O.C. - 2X10 @ 16"O.C. f EXISTING 2X8 CJ 16"O.C. EXISTING 2X6 CJ 16"O.C. 4- 11X92MLW/ 2-14X16ML 3-1 STEEL FLUSH BEAM UPSET BEAM 2X10 @ 16"O.C. O N I.H I T�t� 2 0 .-- EXISTING 2X8 FJ 16"O.C. W �y r REPLACE GIRDER ' EXISTING 3X8 FJ @ 16"O.C. EXISTING 3X8 FJ @ 16"O.C. W/4-14 X 9-2' M L 14 .• ( t I g . . .. . . .. :. i O W laaa� 0 ° W W frryll n Ivi PROPOSED SECTION A PROPOSED SECTION B 0 1/4"= 1'-0" 1/4"= 1'-01, O 00 0 cv E o ° 3 m 1E O 0) o x ° ° � cr) LL_ U 11/4 6 z � 1 1/2 1 1/4 1 1/4 Generated try REScheck-Miele Software � °J 0° � Q 1 1/2 1 1/4 1 1/4 Compliance Certificate .5 o ° Perimeter R-Value R-Vaiue U-Factor U-Factor LIA UA I R-Value R-Value U-Factor U-Factor UA LIA C AD/ I I Per meter :5J �, 1= Window 2 Copy:Wood Frame Window 4 Copy:Wood Frame - I` Q) SHGC:0.32 8 0.300 0.320 2 2 SHGC:0.32 9 0.300 0.320 3 3 L17 3 -� LAV. LAV. LAV. CO Window 3:Wood Frame Window 4 Copy:Wood Frame °� U 3 W.C. W.C. Project D'Addario SHGC:0.32 8 0.300 0.32D 2 3 SHGC:0.32 9 0.300 0320 3 3 DO 0 5"X 5"X "4 THICK Window 3 Copy:Wood Frame 6 0300 0.320 2 3 Window 4 Copy:Wood Frame -0 . D STEEL ANGLE CLIP- Energy Code: 2o18lECC SHGC:0.32 SHGC:0.32 9 0.300 0.320 3 3 N � I 0) Laurel,New York Window 3 Copy:Wood Frame Wi ndow S:Wood Frame e o INSTALL TO EACH TUB SH Location: Laur ER 8 0.300 0.320 2 3 11 0.300 0.320 3 3 � Construction Type: Single-family SHGC:0.32 SHGC:0.32 C SIDE OF BEAM Project Type: Addition Window 4:Wood Frame 11 0.300 0.320 3 3 Window 5 Copy:Wood Frame 11 0.300 0.320 3 3 ° Climate Zone: 4 (5331 HDD) SHGC:0.32 SHGC:0.32 Permit Date: Window 4 Copy:Wood Frame 11 0.300 0.320 3 3 Window Copy:Wood Frame 11 0.300 0.320 3 3 �- SHGC:0.32 SHGC:0..32 5" Permit Number: a DIA. CONNECTION BOLTS 1 1/4 window s:woad Frame Window 5 Copy:Wood Frame 1 1/4 SHGC:0.32 10 0.300 0.320 3 3 SHGC:0.32 11 0.300 0.320 3 3 ASTM A307 GRADE A(60,000 KSI) 2 3 :Onstruction Site: Owner/Agent: Designer/Contractor: Window 6:Wood Frame Window 5 Copy:Wood Frame SUBFLOOR W/WASHERS ANDS NUTS 2 -1 1/4 (C''O' 8905 Peconic Bay Boulevard SHGC;0.32 12 0.300 0.320 4 4 SHGC:0.32 11 0.300 0.320 3 3 3 Laurel,NY 11948 window 6 Copy:Wood Frame Window 5 Copy:Wood Frame � 12 0.300 0.320 4 4 11 0.300 0.320 3 3 w 3-18"ML W/UPSET BEAM SHGC:0.32 SHGC:0.32 3 3 Window 6 Copy:Wood Frame 12 0300 0320 4 4 Window 5 Copy:Wood Frame Forn• Passes . . - �- SHGO 0.32 SHGC:0.32 11 0,300 0.320 3 3 Q Window 6 Copy:Wood Frame Window 5 Copy:Wood Frame Compliance.8.7%BetterTfiaeCode MaximumUA: 458 YourUA:416 Maximum SHGC: 0.40 Your SHGC:0.31 12 0,300 0.320 4 4 11 0.300 0.320 3 3 The%Bette or Warne Than Code index reflects how close to compliance the house Is based on code trade,uff rules. SHGC:0.32 SHGC:0.32 O it OOss HOT Provide an estimate of energy use or cost relative to a minimum-code home. Window 7:Wood Frame Window 5 Copy:Wood Frame SHGC;0.32 12 0.300 0.320 4 4 11 0,300 0.320 3 3 Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade SHGC:0.32 (10 O assembly in the specified climate zone must meet the minimum energy Window 7 Copy;Wood Frame Window 5 Co Wood Frame 1 1/4 y P rgycoda insulation Rwalue and depth requirements. SHGC;0.32 12 0.300 0.320 4 4 SHGC:0.32 PY- 11 0.30o D.320 3 3 1 1/4 Q 11/2 Window 7 Copy:Wood Frame window s Co wood Frame 0 1 1/4 12 0.300 0:320 4 4 11 0.300 0.320 3 3 1 1/4 SHGC:0.32 SHGC:0.32 Envelope Assemblies Window 8:Wood Frame 13 0.300 0,320 4 4 Window 5 Copy:Wood Frame SHGC:0.32 SHGC:0.32 11 0.300 0.320 3 3 SINK Window B Copy:Wood Frame 13 0.300 0.320 4 4 First Floor:All-Wood Joist/Truss 1,546 30.0 0.0 0.033 0.047 51 73 CV LAV. Pro �. SHGC:0.32 N T 1 W.C. Window 9:Wood Frame Bumpout:All-Wood Joistlrlvss 8 30.0 0.0 0.033 0.047 0 0 EXISTING 2X10 CJ-GC TO 4-9z ML W/3-1"STEEL FLUSH D.W. W.M. I Second Floor Ceiling:Flat Ceiling or Scissor 1,292 30.0 0.0 D.035 0.026 45 34 SHGC: 1a o.300 0.32o a s 00 3' Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other VERIFY IN FIELD Kitchen:Flat Ceiling or Scissor Truss 55 30.0 0.0 0.035 0.026 2 1 Window 9 Copy:Wood Frame calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in Q F.A.I. 9 14 0.3D0 0.320 4 5 REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. SHGC:0.32 SH ER First Floor.Wood Frame,lb"o.c. 1,403 19.0 0.0 0.060 O;O6D 54 54 Second Floor:Wood Frame,16"o.c. 1,235 19.0 0.0 0.060 0.D60 60 60 Front Door:Solid Door(under 50%glazing) 24 0.300 0.320 7 e. Window 1:Wood Frame = SHGC: 6 0:300 0.320 2 2 Name-Title Signature Date U Door 2:Solid Door(under 50%glazing) 24 0.300 0.320 7 6 � Slider:Glass Door(over 50%glazing) Window 1 Copy:Wood Frame 6 0.300 0.320 2 2 1 1/4 SHGC:0.30 40 0.260 0.320 10 13 SHGC:0.32 2 3 Slider:Glass Door(over 50%glazing) Window 1 Copy:Wood Frame 6 0.300 0.320 2 2 UPSET BEAM CONNECTION 40 D.260 0,320 10 13 SHGC:SHGC:0.30 C[ 1 1/2 I C. Slider:Glass Door(over 50%glazing) Window 1 Copy:Wood Frame 6 0.300 0.320 2 2 Q SHGC: 40 0.2fi0 0,320 SO 13 SHGC:0.32 2 3 Window 2:Wood Frame Door 3:Glass Door(over 50%glazing) 40 0.260 0.320 10 13 SHGC;0.32 7 0.300 0.320 2 2 Door 5:Glass Door(over 50%glazing) Window 3:Wood Frame B 0.300 0.320 2 3 C.O. SHGC:0.30 40 0.260 0,320 10 13 SHGC:0.32 3 Door 7:Glass Door(over 50%glazing) Window 3Copy:Wood Frame g 0.300 0.320 2 3 SHGC:0.30 40 0.260 0,320 10 13 SHGC:0.32 Window 1:Wood Frame Window 5 0.300 0.320 1 2 SHGC:3 Copy: Wood Frame 8 0.300 0.320 2 3 SHGC:0.32 d F W 4 Window :Wood Frame Window 1 Copy:Wood Frame Win 9 0.300 0.320 3 3 4 SHGC:0.32 5 0.300 0.320 1 2 SHGC:0.32 �j,;.,;,•,;w Window 2:Wood Frame Window 4 Copy:Wood Frame 8 0.300 0.320 2 2 SHGC: 9 0.300 0.320 3 3 SHGC?0.32 rr a SLOPE 1/4"PER FOOT PITCH TO DRAIN - - Project Title:D'Addar(o Report date: g10/08/21 Data Project itle: Addar(o Report date: a 20of11 Data filename:Title:D'Addar)o ` DRAWN:NK - " TO APPROVED Data filename: Page 1 of11 9 li SCALE: 1/4' =1 0 4"C.I. SEPTIC SYSTEM "'k .h JOB#:D'ADDARIO TRAP HOUSE DATE:12/15/21 SHEET NUMBER: PLUMBING SCHEMATIC PERMIT AMENDMENT N.T.S. - 7 REVISIONS: 02/10/22 — — — — -- — — — — — — — — — — — — qp 00 00 [� I I 00 IzQ I I O I O O �3 Q� f _ — — — 7 Q__ E-1 IL — — — dt J Q L I W W a I oc — _ sD N N E � O 0 O X ^_ U O C O — — — — — — — — — -- — — — -- — — — — — — — - m � O O � O X � o z LF)cl� 00 O c Ln o-) U a cn ' 0 E � w 0 "' PROPOSED FIRST FLOOR PLAN PROPOSED SECOND FLOOR PLAN �--� w SYMBOL KEY V u W O RECESSED LIGHT -o WALL-MOUNTED LIGHT N HANGING LIGHT a FLOURESCENT LIGHT $ SINGLE POLE SWITCH $o SINGLE POLE SWITCH - DIMMER z $, THREE-WAY SWITCH cn $= THREE-WAY SWITCH - DIMMER DUPLEX RECEPTACLE GFCI DUPLEX RECEPTACLE so SMOKE DETECTOR & CARBON MONOXIDE DETECTOR ® EXHAUST FAN-LIGHT COMBO CEILING FAN ' DRAWN:NK SCALE: 1/4"=1'-0" tin JOB#:D'ADDARIO � DATE:12/15/21 SHEET NUMBER: PERMIT AMENDMENT r