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HomeMy WebLinkAbout51017-Z of soulyo� Town of Southold * * P.O. Box 1179 �0 53095 Main Rd Cnuxr.�' Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46195 Date: 05/28/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 322 Bittersweet Ln Cutchogue,NY 11935 Sec/Block/Lot: 104.-2-7.5 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 06/17/2024 Pursuant to which Building Permit No. 51017 and dated: 08/01/2024 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 deck, to existing single family dwelling as applied for. The certificate is issued to: William Ferris ,Joan Ferris Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51017 12/18/2024 PLUMBERS CERTIFICATION: Ran CUrran 12/13/2024 i w thor d Si ature �ofsouryo`o TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE 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#: 51017 Date: 08/01/2024 Permission is hereby granted to: William Ferris III PO BOX 1174 Cutchogue, NY 11935 To: Construct additions and alterations to an existing single-family dwelling to include a HVAC system as applied for.Am-en ded-5/V25"'to includestructural-achang Premises Located at: 322 Bittersweet Ln, Cutchogue, NY 11935 SCTM# 104.-2-7.5 Pursuant to application dated 06/17/2024 and approved by the Building Inspector. To expire on 01/31/2026. Contractors: Required Inspections: Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $707.50 CO-ADDITION TO DWELLING $100.00 ELECTRIC -Residential $100.00 ELECTRIC -Residential $100.00 Total $1,007.50 Building Inspector ��o�SUF l TOWN OF SOUTHOLD BUILDING DEPARTMENT H a TOWN CLERK'S OFFICE 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#: 51017 Date: 8/1/2024 Permission is hereby granted to: Ferris III, William 320 Bittersweet Ln PO BOX 1174 Cutchogue, NY 11935 To: Construct additions and alterations to an existing single-family dwelling to include a HVAC system as applied for. At premises located at: 322 Bittersweet Ln, Cutchogue SCTM #473889 Sec/Block/Lot# 104.-2-7.5 Pursuant to application dated 6/17/2024 and approved by the Building Inspector. To expire on 1/31/2026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $707.50 CO-ADDITION TO DWELLING $100.00 Total: $807.50 Building Inspector o��oF so�ryol h O Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 1 197 1-0959 �Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: William Ferris III - Address: 322 Bittersweet Ln City: Cutchogue St: ny Zip: 11935 Building Permit#: 51017 Section: 104 Block: 2 Lot: 7.5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Mrs Electric License No: 66915ME SITE DETAILS Office Use Only Indoor W Basement W Service F7 Solar r Outdoor F%O- 1st Floor W Pool r Spa r Renovation W 2nd Floor F— Hot Tub r Generator (® Attic Garage Battery Storage Survey Fr r INVENTORY Service 1 ph (✓ Heat Duplec Recpt 25 Ceiling Fixtures 3 Bath Exhaust Fan Service 3 ph r Hot Water GFCI Recpt 3 Wall Fixtures 4 Smoke Detectors 5 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 14 CO Detectors Sub Panel 60A A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights 26' Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 16 Track Lt 5' Exit Fixtures Other Equipment: Fridge, DW, Oven, Hood, Gas Cooktop, Minisplit, 200A Panel 30Circuit/28 Used, 60A Sub Panel 24 Circuit 17 Used Notes: Kitchen, Den, Service, HVAC & Smokes Inspector Signature: X Date: December 18, 2024 Sean Devlin Electrical Inspector sean.devlinl�D-town.southold.ny.us S.Devlin-Cert Electrical Compliance Form 2 OVF0(�-Co Town Hell Annex 54375 Main Road Teleph P.0,B0X 1179 one(6 1)765-1802 Southold,NY 11971-0959 ly sit BUILDING DEPARTMENT TOWN OF SOUTHOLD APR 1 8 2025 CERTIFICATION Date: Building Pen-nit No. 5 -4 Owner:— F-7c 11.l-j. (Please print) Plumber: V to le-1 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I%lead. (Plumbers Signature) Sworn to before me this LS4'— day of 20 aL lid Deborah A. Kaminski IC C�_T STATE F N YORK ff�'STAT 0 3L 4� -RV'��Ua I E OF NEW YORK Su k k C, Suffolk County 0yo V0 e IKA4987268 Expires: )'3 58 4mon Ex s: Notary Public, County L ff. pire SOUIyO� - # TOWN OF- OUTHOL BUILDING DEPT. �ouMv�� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ R.EBAR' [ ] ROUGH PLBG. j ] FOUNDATION 2ND.. [ ] INSULATION/CAULKING [ ] -FRAMING /STRAPPING [ ] .FINAL ] FIREPLACE & CHIMNEY [ ] .FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION rELECTRICAL (ROUGH) [. ] ELECTRICAL (FINAL) l CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: in, osl n 00ju 41�_ dc/-/- DATE C� INSPECTOR OE SOUTyo� TOWN O -- # P TH L BUfLDIN �DEPT. N � SOU O 631-765-1802 INSPECTI-ON [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND - [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE:RESISTANT CONSTRUCTION - [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [. ] RENTAL REMARKS: DATE -9 INSPECTOR r �o�apF SOUTyO6 # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 © ��- N S:PECT I O N [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I LATION/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: DATE YJ . INSPECTOR dAOU �fly I OF SOUIyO� #. # TOWN OF SOUTHOLD BUILDING DEPT. mm",��' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [- ], UGH PLBG. [ ] -FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING /STRAPPING - [ ] FINAL [ ] FIREPLACE & CHIMNEY j ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: DATE y INSPECTOR g SOUI,yO� # # TOWN OF SOUTHOLD BUILDING DEPT. 'cou 631-765-1802 �o INSPECTION [ ] FOUNDATION 1ST/ REBAR [ UGH PLBG. [ ] . UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING/STRAPPING [ ] .FINAL [. "] FIREPLACE &-CHIMNEY [" ] FIRE SAFETY INSPECTION ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH). [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION � -{ ] RE C/O [ ] RENTAL EMARK vv l DATE 0 3 INSPECTO �F SOUlyolo # # . TOWN OF SOUTHOLD BUILDING DEPT. IOUMV 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] 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 [ ]. RENTAL REMARKS: 3j-,ZAtqoj.nN DATE INSPECTOR OF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. courm,��' 631-765-1802 I-NSPECTION. ' [ ] UNDATION 1ST/ REBAR [ ] '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 [ ] RENTAL REMARKS: � G DATE - INSPECTO OF SOUIyo # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 -INSPECTION - ' [FOUNDATION 1 ST/ REBAR [ ] 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 [ ] RENTAL REM KS: VIA clo v VAS DATE t INSPECTOR e Load Short Form Job: 322 Bittersweet Lane hQ Date: 6/6/24 Addition By: Katelyn Maleski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 322 Bittersweet Lane, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MUZ-HM12NA*** Cond MUZ-HM12NA*** AHRI ref 202680601 Coil MSZ-HM12NA*** AHRI ref 202680601 Efficiency 10 HSPF2 Efficiency 9.9 EER2,20 SEER2 Heating input Sensible cooling 8400 Btuh Heating output 12200 Btuh @470F Latent cooling 3600 Btuh Temperature rise 28 OF Total cooling 12000 Btuh Actual air flow 400 cfm Actual air flow 400 cfm Air flow factor 0.057 cfm/Btuh Air flow factor 0.057 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in'H20 Space thermostat Load sensible heat ratio 0.83 Ca pacity ba lance point 10°F, ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Family Room 310 6970 6980 400 400 Addition 310 6970 6980 400 400 Other equip loads 1802 253 Equip. @ 1.00 RSM 7234 Latent cooling 1462 TOTALS I 310 I 8772 I 8696 I 400 I 400 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2024-Jun-0616:20:58 Fg e 9 AS Right-Suite®Universal 2023 23.0.05 RSU20822 Page Wrl ...ghtsoft HVAC\322 Bittersweet Lane_Cutchogue.rup Calc=MJ8 Front Door faces: N Manual S Compliance Report Job: 322 Bittersweet Lane welghtso Date: 6/6124 Addition By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 322 Bittersweet Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 7234 Btuh Entering coil DB: 75.6°F Outdoor design WB: 71.2°F Latent gain: 1462 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 8696 Btuh Indoor RH: 50% Estimated airflow: 400 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MUZ-HM12NA***+MSZ-HM12NA*** Actual airflow: 400 cfm Sensible capacity: 8400 Btuh 1161/o of load Latent capacity: 3600 Btuh 246%of load Total capacity: 12000 Btuh 138%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 8.0'F Heat loss: 8772 Btuh Entering coil DB: 67.8°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MUZ-HM12NA***+MSZ-HM12NA*** Actual airflow: 400 cfm Output capacity: 12200 Btuh 139%of load Capacity balance: 10 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Meets all requirements of ACCA Manual S. wlr��htsafit� 2024Jun-0616:20:58 I.., A."A-tetal +^� Right-Suite®Universal 2023 23.0.05 RSU20822 Page 1 ck ...ghtsoft HVAC\322 Bittersweet Lane_Cutchogue.rup Calc=MJ8 Front Door faces: N Generated :by REScheltk-:Web Software Compliance Cerrtificite Project. 32,2 Bitterswieet Lane. Eneq(y*Cod6: 2030 IECC Location; Cutchogue,,.New York Construction Type: Single-family Project Type; Ado1111tJon Climate Zone.: 4 (55.72 HOD) Permit Date. Permit Number. Aft Electric false Is[tenevuable false Has Charger false Has.Bat. .y: false: Has Neat Pump: true Construction Site: Owner/Agent., Designer/Contractor:. 302°Bittersweet Lane Joan.&Will Ferris. John Cunniffe Cutchogue NY'11935 wtferrislaw@aol,com 17.HillsideAoad -stony:Brook,NY u70.0 63.1-751-0590 johno0 carchitects.co m Ica e=dff? Gomplianees 0:0%Better_Than Code MaX'imum'UA:: 307 Your UA9 167 Maieimum SHGC: 0.40. Your SHGC: 0.30 T.he%Betteror Worse:Tfidh.'Code index reflects hoW ciose.to comO,11&nce.the:house is'►iased on code'trade-off rules. It.DOES NOT;proVide.an,estimate.'of energy:use'or eostreiatiVeao.a.,minimum<ode home: Slab on grade tradeoffs are no lgnger considered in the tl:or per€ormariee cpmpliance path m EtEScheck;Each slab an gfade< assemfaly"n the speafied;ehmate zone`rnust meek:the minimum.;e+erg.y"coete,:insulatlorl i3?yatue and 6. t'h it Jrements:, Envelope ASsemblle Prop.Gross Area Assembly or Cavity Cont. Prop. Perimeter Ceiling: Cathedral Ceiling 465 30.0 000 0.034 0.026 16 13 Walk Wood Frame,16"o.c. 553 19.0 0;0 0.0.60 0 0.66 23 23 Door: Glass Door.(over W/o glazing) 42 0.300 '0;320 .13 13 SHGCz 0.30 Window:Vinyl Frame 127 0:300 0,320 38 41 SHGC:0:30: Floor All=Wood jo'ist/Truss 386. 210 0:0 0:044: 0047 13 18. Project Ttle:.322 Bittersweet.Lane Report.dote: .0.6/06/24 Data filename: page'1 of10 Compliance Statement: The proposed building design described.%here is consistent with ahe building plans;gpeci#icatiotis,and other :calculations submitted.with the:permit apple tion.'The pro:poeed:building..has been.designed to meetthe:2018 1ECC requirements in :REScheck Version:tMScheck INeb:and to comply'with.the mandatory requirements fisted an the:RE-check Inspection Checklist. Gerson RUbi0i P.E. �,;, Y K G.:e 6l6/2024 Narne-Title Signature Date Project Ttie: 322 Bittersweet Lane Report:date:_ -.06%06/24 Data filename Page 2 of10 RESchOck Software Version S REScheck-Web Inspection Che MIS t Energy Code 2bA iECC .Regwirements;. I00:0%were addresseddCrectly In the RESchecksoftware Text m:the Corsiments/Assumptions"'colurnh is provided py the:user in the:REScheck Requ remerits screen:For oach' requirement the:.user certifies.that a:code.requirement will be met and:.how that is;documented, or that an-exception. 'is.being claimed. Where compliance is itemized:in a.separate.table, a.reference ao that table is provided. f rs�Cf.14 It 4 F am -. Y Plans Yeti l 'e� Y� ��� � h J -, A E YK`y - 6 F• 2. 3 a -, �";�# � Pre�lfrsspecl;iontPlao Review �� � � s _ }��CQmp`lie`s?� �Carminents pssumptlons &'Re iIS a Valdes e - r s L k<Yalu , .,.tea, 3= 3 i 'S INN y. ^� �' 4 S �. 103.1, iConstruction.drawrngs and � � � , � x, ❑Cnmp(ies ;Requirement Will be niet. 103.2. 1doCUmentation demonstratet��❑Does.Not tPAIII leriergycodLi compliance for :the �. � � building envelope.Thermal � � ❑Not Observable i envelope represented:on yP z x ? x I].Not Applicable ; lCpnWuctmon.docUments, I03.1, }Constuctron.dtavvings and4 (]Cgmplies Requirernentwi.11 be_[riet; 103.2; �docurrientation demonstrate R� {} uPOM ❑Does Nat 4033 ;energy'code.compliance for FR3 1 li ting and n echanicai systems �� b k ; ❑Not Observable l Systems serving multiple ❑Not Applicable :I Edweliing units must demonstrate Icompliance with the IEGC IComrrmercial.Trovisions. 332 1, ' Heating and cooling equipment is,' .Heating: Heating; ;❑Goinoiles '.Requirernent.will.be. met; 40% sized perACCA•Manual S based. Btu/#ir Btu/hr C❑Does'Not MR2] ion loads calculated.perACCA Colin I Coolin I o m , g , 9 ,ONot Qbservable , j , n Manu.ol:j or other methods r gtuJfit . F Btu/hr as L approved try the tode:of#icial; ❑Not Applicable. e Additional Comments/Assumptions:. 1 lHighAmpaU.(Tier 1) __``Medium Impact(T'ier:2) ILoW Impact(Tier 3) Project Title: 322'Bittersweet Lane 4.. Report date;. 06%06/2 'Data filename-.. page 3.of10 �, >rauticiatlbn trlspecECotf rs 4 t� ies?, n kCaxnmentsfAssumpt�ans y Cam�st RQ) �• 1.k�F, asp ..'' z. .hi ,#: v,rS s. 20 ' A protective covering is tnstali.ed to I❑Gorriplres ;Requirement i. ll b6miet. f I Q11 z jprotectexposed exterior insulation 1❑pae$Nnt -Y and extends a minimum of 6 in.below �$. ,❑NotObseryabie.; rade: 9• ❑Not Applicable 1 403'9A , Snow=and ice'neiting`system.control's;❑Complies< I'Requirementw:ill-be•met, �01 installed: I❑Does.Not. -° � ❑Not Observable ;11Not.Appl'icable Additional Comments%Assuilnptians: r 1 High. irmpact.(Tier 1) r `Med'ium Impact(T(er2) 3. LOWImpact(Tier.3) Project Title: 322 Bittersweet Lane ReP.ort.date:. :0.6106/24. Data:filename: Page 4-of10 Section s i jt r a a r n icy v € k 1 2 rd t t �., `Plans iler�ll�e�Y F`i"eici'lterffied ratr�ictg Rau tt4 n ltie�ietiiai► Ca iiOO G?ommen►tslAssumptions 9 9 U. ❑Complies ',See the Et►vefope Asseinbfies 403 1.1'; Glazin U factor(area.wei. hted U . ; ; 4fJ2 3 1, laverage}, 1 1. l❑Does Not , abfe for values: 402:3,3, I ' 402:5 j I ;❑Not Observable [FR2]1 { ; ❑Not Applicable i i i 30.3.1.3x [ Com lies 'fte uirementvUi.li be n►et.U factors of fenestration products s $ ❑. p 1:_ q. [FiR4]1 !are determined In accordanc@3 ❑Does Not 4 `wlth the NFRC test procedure or a a�` I kea, y �£ � �NotObservable taken from the default table, ❑Not A licable 402.4,1.1-;Air barrier and thermal barner r z r � xh� p ❑Com lies Requirement'will be met.. [FR23]1 'installed per manufacturer's ❑ I Does Not. 1. iln.Str-u CtlOi'15. "� ❑ , Nbt Observable , ❑Not A iitable , 402,43 1 FenestYat►on that is not site built " rq, ❑Complies ;Requirement wi.li 6e met:, i 9 � t� a r, ❑Does Not 1. [FR20] i►s Ilsted.and labeled as meetin A AAMA/1NDMA/CSA 101/I S 2/A440 � t ;or has 10flltration rates per NFRC y}s `���; n []Not Observable I 1400:that do.not:exceed code ^a M Ts k ❑Not Applicable ; 40z 4 5 yIC-rated recessed lighting fixtures � � x7 ` `� _ p. ;. q❑Corn lies Re uirementl:piill berriet: led: h ousng/uCerior.frish � Dos Not grid labeled.to indlcate.52.0 cfm s s € � �� a leakage at .75 Pa.. � � r`� � ❑Not Observable b ❑N(A Applicable ! fim y ," w'txsT�' sc"afC 'l r';fr''at 15'"r~x.r d ,�". s 403 3;1 {Supply and reeurn.ducts In attics fi r�� ,��,� �r � � ��., z�„�# �,. ❑.Comp[ies Requirementwill be.met. [FR.121 ,insulated> :R-8Vhere duct.is fa�� ' gi ❑Does Not I i> 3 inches sin diameter and >= a � F$?, t�IR-6-where11 , <3:1nches:'5 upply..and ❑Not Oliservafile E far �` u �� y' r ti� 'return ducts in other portions of Not Applicable�� g j dlametedrl;ng 13 inches s and 114.2 for<3,Inches In diameter.. 403.3.2 Ducts,air h'andiers and filter *' r � i,« x❑Complies ;Requirementwill be met: �k'Y.'�B�S. re -k i 1 !boxes r5'+. +fie v `4. 4 ` .. �;+ ''� . [FR13] �boxesare sealed with � �`� � � „ , � Y ��� � ��❑Does Not 'Joints/seams compliant with International.Mechanical°Code or1 " ;> � 4 ❑Not Observable ; �Ihternational Residential:Code;as , �� # �� p � pp ❑Not Applicable ,� P'�,ip, kt a , , �r da i 'applicable, b..x.�'a,\..e.,:.ic?" ,. �;:� _,.�'"ra._- 403 3 5 ,Building cavities are not.used as t � �r - ❑Complies 'Requirement win}be met: [FR15Ja ' ., 1 ❑D ' t oesNo i. ductsorplenums ,. Y t❑Not Observable ❑Not Applic6ble i 4Q3 4 ¢ HVAG.p p►ng:conveyIng fluids. R- r R IOCotnplies �:RequiremenY:wlll be met' [FR7 'above 105-F or chilled fluids 1 I ;❑Do.es Not y ibelow55°F<are insulated to:zR- ; J ❑Not Observable ' 3. ;❑NotApplicalile 403 4 1 `,'Protection of insulation on HVAC ;, t ❑Com Iles :Re ulre►nent will be.met. 1 � X s'.�� �G � c� v rk� � �� �'3��� p.... Y q [FR24] 1plpin9•. Ysp tx � []Does Not ❑N:otObserv.:able []Not Applicable ; . M 403 5 Hot water prpe5 are:in ulated;to ; R= ; R- ;7l omplies YRequirernent:wilPbe met FR28� zR-3. 1 ;❑D6er,.Not a ; Not Observable ; =i QNot Applicable. 103 5}} Autoinatit or gravity darnpers,:are r, y u'` 1 } ❑Complies l.R(jquirementwill'be met. jFR19]?` Installed On:all Outdoor air ❑Does Not 'intakes and '�. j 'a ,.k,a :� - 3 w ❑Not Observable , ❑NOt Applicable. 4 1 Tiigh.lmpact:(Tier 1) 2` Med'ium impact(fier:2) 3 Low Impact(Tier 3) Project Title; 322 Bittersweet Lane Repo..rt.date;. 106/06/24 Data filename.: Page 5 of10 Additional Comments/Assum;ptions: 1 Migh.lnlpact(Tier 1.) _`Medium impacC(Tier 2) 3+ low Impact.(Tior 3) Project Title: 327 Bittersweet Lane Report date:., 06106/24 Data filename:. P.age.6 of10 secti6in ''.a'krt � � Plar�s'Uer�Pied P�eid 1l�rifieci � � �` j � �� tnsitllafitptti`n� eiccta�i, y �,, � � t� > +� >M =� �"� Gutn Ilea?" +�timmieoes/Assump>kions�: s SRC t ; t�9. „ ... t, ; rM x.r��, .�+� ,'. ..w,..s• ,,,:�Y .x;.Ff ._ 4. „°° _'.'_ _x # x i' 111� ` orlthet nlstalllsd R vajus_IabelecC ❑Complies .':Requirement will-be-met.. r s + •.R L§ R k } k;prOVlded. �a� 4 Does N6t ❑Not Observable �. ❑Not-Applicable licable , 40211,. 'Floor°insulation'R-value. R= R- El Complies lseetheEsvelopeAsserri6lies. 402 2.61 1 ti table>for values, ❑ Wood ❑ Wood ❑Does Not [IN1]i l l Steel. I Steel I. �.❑.' ,❑ ,❑,Not Observable., ❑Not Applicable 303.2,, Floorlrisulation installed per l i x &t `, , _ ; '❑Coinplles lR entegU Teri Will:be met: ja 402.2 manufacturers.+nstructions and ❑hoes Not fiW-11 ,fn substantial contact With the �$���� � underside of the subfloor or floor � Pk £ ��" t' El Not Observable l framing cavity,insulation Is ins � � k a '�❑N'ot Applfcable I contact;Hnth the top.side of jsheathing or:contihuous: S insulation is installed on the �� �� � � undersideof floor framing and. r `, z� 'extends from the.bottom to.the top of all perimeter floor framing merpb ers.;. .. 402A.1,. l Wall'insulation R-Value,if this is:a I R- R- I❑Complies ;,see the Enwitope Assemblies 4.02 2:5; 'mass wail with.at least.%.of the I Wgod I Vll�od' I❑Doe5:Not table for values.. 402 2,6 mall insulatlon•on the Wail. I❑. I $ 'DNbt Observable lIN3] ,exterior,the'exteriorihsulation ET Mass Mass o I j requirement applies(FR10): ]�, Steel I❑ Steel Applicable 1 $03.2 'Wall.fnsulatfon isinstalled.per � �; �s ' :❑corn lies ' q p Requirement ll.be met, [IN 4j f manufa:cturep's mstructions,, ly��s� �-�� Y ���;���� ��� � �s r���,���❑Does Not = ❑Not Observable r r Not Applicable i 7Additional'Comme.ntsfAssumptions: 1 Hfgh.lrnpact(Tier lj2;`Medium Impact(Tier2) 3, how Impact(Tier 3j Project Ttle: 322'Bittersweet Lane: Report.date-, `06%06/24. Data filename: Page 7 of10. SECiGAQ[� 1 S : j fQK�,RY k PTa ns vertfiec P�eTd Verified r xy, , rz ;Pilr#aT TnspeStpoin{Provl<slo)ns �/aTue �r' , 11aTue r Gat�PTle � sgg LommentslAsunitipt[ss 402'jA 'Ceiling insulation'R-value: R'- I R I❑Complies Isee, Ihe Envelope Assemblies 4021, { Wood [f Wood ;❑Does.Not 'cable=for values. 402.2.21 I Steel I I Steel I,[]Not Obseable402,2.E v [Fl111 CINotApplicable .,. 1 9 9 ! 1 1 1 1 1 303 1. .1;. Ceiling insulation installed per 4 s k k £ ❑Compliies (Requirement Will be met; rrvE� ; r i 303,2 !manufacturesr' mstruct-ons: i"�� ���-�, � ,����� � � b� � ❑Does Not [FI2j. Blown insulation marked every' `300 ftz: ❑Not Observable ❑Not Applicable q( 2 <'vyVented.aftics with air permeable �r�a �, tl F C7Com,pfles: f3equireinentwill be met. IFi22j fi insulation Include baffle adjacent ❑Do,es Not I to sof5t.and cave vents that2, a extends over Insulation. r !x s . y# : ❑Not Observable QNOt Q licable 1 , .. R 402.14 lAttic:access hatch and;:tloor R- R� ;DCompliies eguirement Will be met: [Fl3]1 finsulatipn zRwalue.ofthe DoesiNot adjacent ;.assembly,. :[]Not Observable ; [].Not Applicable ; 402.4.1.2, i Blower door test @ 56 Pa <=.5 ; ACH 50 = I ACK 5..0_ I❑Complies ;Requirement will be met. WWII- ach'in Climate Zones.1-2 and ;❑Does Not (<=3 ach in C.Ii.rrmate.Zones 3�8., + 1 I I❑Not-Observable ©Not Appfica.rile ! 403:3:3' Ducts;are pressure"tested:to cfm1100 ;_ cfm/100 ,❑Campl(es (gX.eption: Requireiment'is [0I27,1 :determine air leakage with fez ,❑Does..Nbt (not applicable. leither-.Rough-Intest:-Total leakage measured with:a I ][ Not Observable '1 pressure differential of 01 inth, a❑Not Applicable (w g.across the system,including Ithe manufacturer's air handler enclosure-ifInstalled at time of I (test. Postconstruction test:Total' ileakage,m6asured:with a'' 1 pressure differential of 01:inch w g. across:the entire.systern. I I I 1includng the manufacturer's air I R 'handler.endosUre.. I � I 4'03,3.4 f`Duct tightness test-result of:<=4 ; cfm/1.00: cfm/100. I❑Complies ;Exception:Requirement its [Fi4j� )cfm/10Q.ft2 across the system or I W I ft? (❑Does Not Inot applicable, C=3cfm1100 ft2 without air' I Not Observable , handler @ 25 Pa For rough-i;n I I 10 ,. Etests,verification.May need to '[]No Applicable occur during Framing Inspection-, 1 I I 403.3.2.1 IAir handler leakage.designated � � � j "x ❑Complies (Requirement will'be met. [FI2411 I D.Y.manufacturer at<-2%of ' Does Not I design. 7 •`lt �' s`" rt'f i3`�Y r'C"�SF' M1 �i ❑Not Observable ,a. a ' ❑NotAppiicable .I 403 1 K Programmable:thermostats x f'"uzk �# "wa6s $ j❑Complies Requirement Will be met: l id� 1-NA Installed for control of.:peimary. � � � 1 �`.�, ; � 1. ❑Does Not [ heatlhg:and cooling systems and � + k ",fnttialfy set by manufacturer to , r°l '`` a�❑Not Observable. I QNOt A I t code:specif cations. PPlicable1 d 12 Ott Heat pumpahermostatInstolied x "''' � `�1, i 3 ❑Corplies "R q g 4, r i a uirement will be met, f w 4s x a as n ' a ❑D02S Not , IF4I on heat-pumps. r , ,F ! { }; � E " t-, "" .� s�`a-tfvi �1,•., 'x`` Not Observable }, ❑Not.Applicable ; 403 5 1 k CircuI ting service hot water: , " Requiroment,W]l V be met. [l;ll -h systems have- or w �# ksa s � I y i� � ' � �r ❑DOes Not 1 N accessible-manual controls.. In,y ❑Not Observable NONot Applicable r 1 High.lmpact'.(Tier l) 2,`,Medium l.mpact(Tier 2) 1g,, Low Impact(Tier 3) Project Title: 322:Bittersweet Lane Repbrt:date:: .06%06124 Data:filename: Page.8 of30 SeCttQ/1r fI s k v P 4Y 's�,� Pipet Inspectiliorr Rrovtsiona Rtans Uerit��ed` ?�ietclrrl�erified_. Cat�ppes7 ��� CommenttslAsaump�yons ' &=R �> �t t%atue- y Itatue d 4Q3,6ls AI(mechanical ventriation system „��� 4r F a tn` z❑Goinplies 1.1 be met., x lfaris not art of tested'and listed H443E3 s , I!•12 ] i p ❑Does Not s: - �HVAC egdipment meeteffitaCy tRO sand air,flow limits perTatile: � ^$ fi r ❑Not Observable 3 Fyn ❑Not Applicable R403.6�.1 iau4..5+. �r„ .rh.,.1'£'-�. .. kf�'7.4 .r Y..�, "�i,�"f�,�rv'��...� .«. t. b C ^'fir,+ f �'^5 's",�`ti5 .' -: 403 2 ,Hot water b0ilers supplying heat r �� ;�� � i w �❑Compl:ies Requirement'will:be met. jFlz� through one,or two pipe heatingy r7 t' ❑ t � t Does Not � X i Systems have outdo orsetback ElNot Observable i 3 control to lower boiler water � t'r yak s t o f 1 F„,xAC 0]temperdturebaSed-on.outdaor a � t � ❑Not Applicable ; _b temperature, Y � "`° �`'" r r� �"a"`' '��❑Com lle5 eRequirementwlllbe-met. 4035 1 lei Heated water circulation systems p � .� 4�y p z��t i+� 1 jPI28az s have a circulation pump The , kz t ❑goes Not system return pipe is:a.dedlcated returh pipe or a cold water supply E=4 { ray + dNot Observable .1 #pipe.Gravity aril thermos- hon -systems []Not Applicable a s s stems-Eire syphon.circulation Y FI.- .P -,not present. Controls•for '` S% ��circulating.hotwatersystem x pumps start the pump with signal �for,hot water demand within.the s v i.occupancy.Controls " `' - �- x .- yr 't ,s* Y p h dam , €r r ""M z automatically turn off:the um a When water is in circulation loop ` 1 f 4 dye [ is at$et=point'.temPerature and t €r y s no de hot Waiter exists. ' 403'S"12 (Electric heat trace systems' a f �h ij a � ❑Complies Requirement:will:be met. Oboes-Not it t ]x ,comply:with.IEEE 515.:1..or ULs� � fx r i 515..Controls automatically ft � �" + ' j ❑Not Observable. `: R adjust the energy input to-the ❑Not A lieable ; 5 aheat tracing to maintain the , Pp 3 desired:Water'temperature in:the hk Piping.. 403"�2 demand recicculatioh water x _ t ❑Com lies ;Re uirementwili,be met. r $ xrt P q Fl3a]z systems have controls that ssi r a c ❑Does Not j 2 BS s rF ',. mangle opecati on ofF'the pumpr � F � nr x and limit the tem erature of the ,ram � s r r� ;❑Not Observable p s� s water entering.the cold.water ' # QNot Applicable f ;. piping to<= 104 F: ... rrr w {'pink r rt �t 'v ass errs« " 4,03Z5x4� Drain water heat recover.units >� #Z ,y r ,FH ❑Complies Requirement will:be met.. E1 1iitested`'rn accordanceinrith CSA '" � rarwi � VMra,,KJDoes.NQt- �, 11 U 3 B55 1.;Potable waterside I t press rre loss of drain water-heatfi, � � '` [7Not Observable a r "Sxv h` r recovery.units< 3 psi forfi � km # d �IVot Applicable a individual units:conneetecl to one �zkryg i for two showers. Potable water= rs� �side pressureloss of drain water. �} , � 3 j `d s r t'� a jheat recovery units<2 psi'for "c �wk, s � , arndividuaiunIts.connectedto �'' �' t"w�`i .�,:` "i.a8�i `� �"S�'`'S `x'�' ?t't.i•.le 6. * .. . ... a'x„s. r, 'T` `"t�4+r''%":...v-a'*,. {si*'tt":•v"`� t :...., three or more;_"�:� showers.. 404.1 190%or more cif permanent y3i r ` ` r R ❑Complies equirement..will:be.met.. [F16it: ifixtures:have high efficacy:lamps � ' > z 7�Does Not l i 5 ����� ' •fs'�v#w'v K k kynrr S k*����� ti( �❑Not Observable ; lc4 .. .k .>. y, ❑NotApplicable s 404,11 !Fuel gas lighting systems have �� �4 #`� �`w'`�� ��� �'`s �•�"� ,�,�OComplies Requirement..will:be met. il'!z3]3 lno continuous:pilotlight'• q n#z �i #❑Dbes Not ag ' r ❑Not Observabie . l >r ,x ❑Not Applicable .l 401 3 Compliance certificate posted. ts❑Complies Requireriientwi�il:be:met. ❑goes Not o: ��[]Not Obse"rVable -; _ t'❑Not A p p lieable 0 1 Impact.(Tier 1.) 2 Medium impact(Tier2). ltp3= Low impact(Tier 3i Prdlect,Ttle: 322 Bittersweet Lane Rgp'.Ort:date:. 06%06/24 Data filename: ,.Page 9 of 10 manufacturermanuais for � � = ro)]Cornplies ry ,Requirement will be bet. IFI1S IMechahical and water heatffigDBoes Not systems have been provided. iF �r�� x �r���q i� a��� ����s���� MW ONot Observable-w. `. .�a""5" i ?, -c,"`"., �NOt QpI]ifCable Additional Comments/Assumptions;: 111 High:Impact(Tier ) X..MediuM Impact:(TWr:2) 3:: LOW Impact(Tier 3) Project Title: 3221 Bittersweet Lane Report.date. 06%06/24 Data fifename:: Rage 10 oflU 1 .....nergy filef1cInsulation Rating R-Value Above=Grade Wall s;OO Below-GcaHe Wail %00 Floor zi,00 Ceiling/Roof 30.00 ]Ductwork(;uncoriditioned spaces):::. D•. Window 0;$0 :0.30' Door 0.30 0.30 Heating & Cooling Equipment Heating.System; .. ... . Cooling.System: Water-Heater:: Name;. Date:. .Comments WF-7 72 0 EPSON EXCEED YOUR VISION PAGE. 001/001 Fax Last Transmission Jun.16.2024 12:19 Name Fax Receipt No. 8043 Receipt Date and Time Jun.16.2024 12:17 Start /Finish Jun.16.2024 12:17 /Jun.16.2024 12:19 Result Error The phone cable is not connected correctly. Connect one end of the phone cable to the telephone wall jack and the other end to the "LINE" port. See your documentation for guidance on connecting the product to a DSL or ISDN line. Receipt No. Date Time Type ID Duration Pages Result 8043 Jun.16 12:19 Send 39899 00:00 000/001 Unconnected S�yfFO(,q ' TOWN OF SOUTHOLD—BUILDING DEPARTMENT y: Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 hgps://www.southoldtonM.Rov I .. •'°""Date f�eceived� � �: APPLICATION FOR BUILDING PERMIT -- D For Office Use Only PERMIT NO. Building Inspector: '' JUN 17 2024 P Applications and forms must be filled out`in their entirety Incomplete+ r PUMDING DIEI'T• ryapphcatlons iNill riot be accepted 2 Where the Applicant is not the owner,an 'pli�SIl Owner's Authorization farm(Page 2)shall be completed TOE Date: 6.13.2024• OWNERS)OF PROPERTY Name:Joan and William Ferris scTM#1000- 104.00 - 02.00 - 007.005 Pro jectAddress:^ 322.._Bttersweet.Lane. Cu.tchouge NY 11935 Phone#: 631.560.3833 Email:Joan Ferris <do bacon mail.com> Mailing Address: 322 Bittersweet Lane Cutchogue NY 11935 CONTACT PERSON s �.' Name: John Cunniffe,RA Mailing Address: 17 Hillside Road Stony Brook NY 11790 Phone#: 631 751.0590 Email:john@jdcarchitects.com DESIGN t?ROFESSION'AL INFORMATION s Name: John Cunniffe Architect Mailing Address: 17 Hillside Road„Stony BRook NY 11790 Phone#:631.751.0590 :'ohn 'dcarchitects.com�maI! CONTRACTORINFORMATION` r Name: George Ringer Mailing Address: 776C Montauk highway Bayport NY 11705 Phone#: 631.589.8735 TEmaii.,gWrconstruction@aol.com DESCRIPTION OF PROPOSED CONSTRUCTION '' � - � � ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $1so,000 Will-the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY INFORMATION 4 Y i Existing use of property: ReSlden , Intended use of property: Residential .. ._.. Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes A No IF YES, PROVIDE A COPY. 40 Checkit&After Reading The owneP/contractor/design professional�s respons�bie for all drainage and"storm water issues as provided by Chapter 236 of the Town Code APPucATION 1S HEREBY MADE to the;Buddmg•Department for the issuance of a Bwldmg Permd pursuant to the Budding Zone Ordinance of the Town of Southold,Suffolk,county,New York and other applicable Laws,Ordinances or Regulations;for the'construction of bwldings, ' A dditions alterationsororremov reco" plywith ap pw building code, housing code and regulations and to admit authorized inspectors onypr`emises and m building(s)for necessary inspections FFalse statements made.herem are punishable as a Class A misdemeanor pursuant to Section 2i0A5 of the New York State Fenal Law: rY i Application Submitted By( i n e): BAuthorized Agent ❑Owner Signature of Applicant: Date: / STATE OF NEW YORK) SS: COUNTY OF ) John Cunniffe ,RA being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of �un e— , 20_ `-��C(it� VMA-�, ` Notary Public TERIANN RIVEIRO PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC.STATE OF NEW YOR Registration No.01 R10021315, (Where the applicant is not the owner) Qualified in Suffolk County My,Commission Expires a'a I-a8 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) 1, le-A 1 Lt j-17, 4--J (��iding at (Print property owner's name) (Mailing Address) tLt-Vc,4R C,U—C A5 I—API C do hereby authorize (Agent) to apply on my behalf to the Southold Building Department. A /4 /',�),. 4 4 (Owner's S gnature) (Date) (Print O is Name) y ( �0 BUILDING DEPARTMENT-Electrical Inspector Gy. TOWN OF SOUTHOLD o - Town Hall Annex-54375 Main Road-PO Box 1179 o Southold, New York 11971-0959 ti p� Telephone(631)765-1802-FAX(631)765-9502 iamesh0-southoldtownny nov--seand0southoldtownny.Qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION(AD information Required) Date: 10/18/2024 Company Name: Mrs.Electric L.I Electrician's Name: Charles B.Spruyt License No.: ME-66915 Elec.email:Madssa@Mrs8ecWcLi.com Elec. Phone No: 607-287-4949 p I request an email copy of Certificate of Compliance Elec.Address.: 106 Woodland Street,East Islip NY 11730 JOB SITE INFORMATION (An information Required) Name: Ferris Address: 322 Bittersweet Lane.Cutchouge NY Cross Street: Pine Tree Road Phone No.: 631-525-2563 BIdg.Permit#: 51017 email:Gwroonstructbn@aol.com Tax Map District: 1000 Section: Blodc: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Room Addition,Lights and Outlets Square Footage: I 5w Circle All That Apply: I nsp 10130 Is job ready for inspection?: rt/I YES❑NO ❑✓ Rough In Final Do you need a Temp Certificate?: n YES 0 NO Issued On Temp Information: (All information required) Service Size[-]I Phn3 Ph Size: A #Meters Old Meter# ❑New Service[]Fire Reconnect[]Flood Reconnect[]Service Reconnect[]Underground Overhead #Underground Laterals 1 n2 n H Frame n Pole Work done on Service? n Y nN Additional Information: PAYMENT DUE WITH APPLICATION 10 (24 2q- recce ldS �8� 'PJ 10-1t, S- 1 0 l"7 l�/ BUILDING DEPARTMENT-Electrical Inspector, ��0�4 ppGy TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road-PO Box 1179 Southold, New York 11971-0959 Telephone(631)765-1802-FAX(631)765-9502 �amesh(c-southoldtownny gov--seand(&-southoldtowriny.pov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (m Information Req�) Date. i0/1S/2024 Company Name: Mrs-ElectricLl - Electrician's Name: Charles B.SpW License No.: ME-66915 Elec.email:Madsisa@_Mrs8echict-I.com t-I.com ? Elec_ Phone No: 607-287-4949 El 1 request an email copy of Certificate of Compliance Elec. Address.: 106 Woodland Street,East Islip NY 11730 JOB SITE INFORMATION (An Information Required) Name: Ferns Address: 322 Bittersweet Lane,Cutchouge NY Cross Street: Pine Tree Road Phone No.: 631-525-2563 Bldg.Permit#: 51017 email:Gwrconstruction@aol.com Tax Map District: 1000 Section: Biodc: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Room Addition,Lights and Outlets Square Footage: 500 Circle All That Apply. I H e P 10).36 Is job ready for inspection?: YES❑NO ❑✓ Rough In Final Do you need a Temp Certificate?: YES 0 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service0 Fire Reconnect®Flood ReconnectOService Reconnect[]Underground[]Overhead #Underground Laterals n 1 H Frame n Pole Work done on Service? Y nN Additional Information: PAYMENT DUE WITH APPLICATION 10 124 21+ 4)ac OL Of PERMIT# Address: Switches Outlets GFI'sv, Surface Sconces H H' SO" 141/1 UC Lts Fridge ,( HW POOL Fans Mini Fr. W/D Panel Pump Exhaust - Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Waver Bond 'Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minis lit Blower AC 1AH Hood � Blower Service Amps l% Have G,/�secl �Qj Sub Amps ' o Have �J Used Comments (" v IT ICJ Scott A. Russell ��tA\NA\\(G�]EM1ENT SUPERVISOR SOUTHOLD TOWN HALL-P.O.Box 1179 0 ' Town of SO u tj2 O l id 53095 Main Road-SOUTHOLD,NEW YORK 11971 '�y - CHAPTER 236 STORMWATER MANAGEMENT REFERRAL FORM 4s ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT I, ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER_)lit T ^ APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: t� ►� I'�--t- fz Date: •I: U+gnauire' {/1 Contact Information: TJ tL-Nad 8 I elephnae Numbed 0 4. 1 ,'15 1 0 /O - w Pro ert Address cation of Ccnstruction Site: Z t ��t2 aus�e.T' S.C.T.M. 1000 District G c r —f - Section Block Lot TO BE COMPLETED BY SOUTHOL•D TOWN ENGINEERING DEPARTMENT ILI �7• Area of Disturbance is less than I Acre. No S P D E S Permit is Required!, ?' K Project does Not Discharge to Waters of the State: No S P D E S Permit is Required!_ of Disturbance is Greater than I Acre &Storm-water Runoff Discharges Directly - Area i`. to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N Y S. DEC Prior to Issuance of a Building Permit.. [] - Area of Disturbance is Greater than I Acre R Storm-water Runoff Flows Through Southold To��tis MS4 Systems to Waters of the State of New York, THE APPLICANT M ST OBTAIN a S P D E S Permit through the Southold Town E(ii¢tneerine Departn1ent Prior to Issuance of a Building Per nit. Date: I 0[ Reviewed By: F-Clt2vi a CU1("P-Tr1C(lrhnha•�nIG 0? � w John Cunniffe Architect v . ae R 3� 2025 April 25,2025 Town of Southold-Building Division Town Annex Building 54375 Route 25 Southold NY 11971 RE: 320 Bittersweet Lane - Cutchogue NY Permit#51017 Dear Senior Building Inspector,Mr.Jarski, Thank you for your inspections and review of the above-mentioned permit. Also, thank you for considering the minor changes to the floor plan during construction that reflects a small bump out bay condition. It was a last minute change helped the homeowner position a small table in the new room. I have attached 4 sets of fully revised plans that identify this change for your consideration and records. The change is bubbled / clouded and numbered. The change would affect zoning in any way and since I had been out to the property during construction numerous times I can attest all the work was done in accordance with the 2020 NYS RC code. It's my understanding there is a final inspection remaining. Could you please have someone contact my office if you find the revisions satisfactory, so I can inform the contractor or homeowner to call for a final inspection. T you, Jo n Cu ' e,RA 1 17 Hillside Road,Stony Brook,NY 11790 Tel:631.751.0590 email-john@jdcarchitects.com 1.Copyright 2024,Alphonse Pesce Jr.,Co.,Inc. Land Surveying,All Rights Reserved. 2.Unauthorized alteration or addition to a survey map bearing a licensed land surveyor's seal is aA( violation of section 7209,sub-division 2,of the New York State Education Law, 3.Only boundary survey maps with the surveyor's embossed seal are genuine true and correct 1� 1 g6o�`ZO A97 copies of the surveyor's original work and opinion. 8 U3 4.Certifications on this boundary survey map signify that the map was prepared in accordance ° r with the current existing Code of Practice for Land p Surveys adopted by the New York State ° o Association of Professional Land Surveyors,Inc. 116 The certification Is limited to persons for whom the O boundary survey map is prepared,to the title ��'x company,to the governmental agency,and to the 7- lending institution listed on this boundary survey map. 5.The certifications herein are not transferable, 2 4E 6.The location of underground improvements or encroachments are not always known and often hh Z must be estimated.If any underground �°x Improvements or encroachments exist or are 1 shown,the improvements or encroachments are tit• not covered by this certificate. 7.The offsets or dimensions shown from the ary TAX .3 foundation to the property lines are for specific ti x �o purpose and use and therefore are not intended to p -o guide the erection of fences,retaining walls,pools, G N planting areas,addition to structures and any y other construction. O� 7� -a b+ �n ti 2 l c32,0•��' EBAR \ GRVS��E PIN 06'_ TAX LOT 7.7 X 03N ORS N REBAR W PIN OZS � h O� +\+ LP Gip\N �1N'A �G'�\•TANKS �\Gt1 aVol 4 x� •a � D ^. 0 66o 10+p0 �o oe ��its 0,q e. �A,,� � , , ��� �� ��fdtf �vOttfa� _ � aya GPI Co OP, 3p. F/�M Fc , tQ "� (o m b o F,00tA kk)(71'0014 d 'I' C-) TAX LOT -{.� 4y��+ TAX LOT r� 7.5 c < h cgY '� �+ 7.4 ASP, V ^ 0.FN ,gyp. ' CONC. 01. S 0.4'E 4' HIGH CHAIN LINK FENCE �� ^�k CONC. 0. MON. o S85 CONC. MON. °46+00»w ON LINE N/S MON• 287.32' o.TS 0.2'S NOTES; -Elevations are shown as X 00.00 and TAX LOT TAX LOT TAX LOT refer to NAVD 88 vertical datum 24 23 22 -Non-visible easements,recorded or unrecorded are not shown. -Underground foundations or substructures not visible are not shown. SURVEY FOR LOCATION: 322 BITTERSWEET LANE, CUTCHOGUE Al ors rs rr� J r. TOWN OF SOUTHOLD COUNTY OF SUFFOLK, STATE OF NEW YORK Professional +.Zttnb 3nrue:yor C1�� P/0 LOTS 51. 52,&53 ON"MAP OF NASSAU FARMS" =��,V66 N.Y.S. Lie.No.0483 5 A 0 C Filed: MARCH 28 1935 Map Number: 1179 11 J 6ST.. 1000 SEC.: 104 BLOCK:2 LOT• .5 .7.6 •5 CIRCLEDALE LANE 1.10 SURVEY DATE:APRIL 10,2024 JOB:24-111 HOLBROOK, NEW YORK 11741 °'� o4 S N® -40 '718-486-5408 631-585-5317 D ��`.- I � `load No: Date: Description: APPROVED AS NOTED MATERIAL DRAWING MARKERS 11-1 1 02.29.2024 For PDF Review THE FOLLOWING ABBREVIATIONS MAY BE USED IN ANY OF THE CONSTRUCTION DRAWINGS, OR MAY BE PATTERN INDICATES SYMBOL DESCRIPTION DA •�- "'a B.P.# �� SUPERSEDED BY SPECIFIC ABBREVIATIONS LISTED ON ANY SUBSET OF THE DRAWINGS.THIS IS A 2 03.06.2024 For Review LIST OF ONLY THE MOST COMMONLY USED ABBREVIATIONS; THE FULL LIST OF ABBREVIATIONS WHICH G FEE- BY' MIGHT BE ENCOUNTERED IS CONTAINED IN PART 2 OF SECTION 01020 OF THE SPECIFICATIONS. � CONCRETE 3 03.07.2024 For Preliminary Pricing 1 NOTIFY BUILDING DEPARTMENT AT 4 04.17.2024 For PDF Review • BUILDING SECTION OR SECTION DETAIL 631-765-1802 8AM TO 4PM FOR THE A101 (OPTIONAL) FOLLOWING INSPECTIONS: 5 06.12.2024 For PERMIT A[1] AMPERE EXH EXHAUST MULT MULTIPLE SUSP SUSPENDED A/C AIR CONDITIONING EXIST EXISTING[4] MWK MILLWORK Sw SWITCH CONCRETE MASONRY FOUNDATION-TWO REQUIRED ABV ABOVE EXP[1] EXPOSED N[1] NORTH SYM SYMMETR(ICAL/Y/ICALLY) FOR POURED CONCRETE COW,'�LY%WM 11LCODES 07 AC[1] ALTERNATING CURRENT EXP[2] EXPAN(DED/SIGN) NEG NEGATIVE SYS SYSTEM ROUGH-FRAMING&PLUMBINGi NI YORK STATE&TOWN CODES ACC ACCESS EXST EXISTING[2] NIC NOT IN CONTRACT T TREAD EXTERIOR ELEVATION INSULATION tS 112QUIRED AND COI`DMONS O AD AREA DRAIN EXT EXTER(NAL/IOR) NO NUMBER T/STL TOP OF STEEL WOOD FINISH A101 FINAL-CONSTRUCTION MUST et 'Jil'�} � ""� ADD ADDENDUM EXTG EXISTING[3] NOM NOMINAL T/CONC TOP OF CONCRETE BE COMPLETE FOR C.O. ADDL ADDITIONAL. F[1] FAHRENHEIT NRC NOISE REDUCTION COEFF. T/CURB TOP OF CURB [2] /� _ \ ADH ADHESIVE FA[2] FRESH AIR NTS NOT TO SCALE T/SLAB TOP OF SLAB [21 ` , ALL CONSTRUCTION SHALL MEET" T/wALL TOP OF WALL 2 � DETAIL MARKER REQUIREMENTS OF THE CODES OF NEW . .� RETAIN STORM WATER RUNOFF 1 _ YORK STATE. NOT RESPONSIBLE FOR fYs.fl PURSUANT TO CHAPTER 236 • ADJ ADJUST(ABLE) FAB FABRICATE OC ON CENTER [ ] WOOD ROUGHING, DISCONTINUOUS AFF ABOVE FINISHED FLOOR FD FLOOR DRAIN OCT OGTAGOII TAN TANGENT(IAL) DESIGN OR CONSTRUCTION ERRORS OF THE TOWN CODE AGG AGGREGATE FIN FINISH(ED) OD OUTSIDE DIAMETER TEL TELEPHONE A101 Pao w r� AHU AIR HANDLING UNIT FIXT FIXTURE[2] OPG OPENING[1] TEMP TEMPERATURE WOOD ROUGHING,CONTINUOUS PLUMBER CERTIFICATIOIN AL ALUMINUM FL[1] FLOOR OPNG OPENING[2] THD THREAD ALLOW ALLOW(ABLE/ANCE) FLCO FLOOR CLEANOUT OPP OPPOSITE THK THICK(NESS) ON LEAD CONTENT BEFORE CLIENTS ALT ALTERNATE FLRG FLOORING OZ OUNCE THRU THROUGH LEGEND LIST OF DRAWINGS CERTIFICATE OF OCCUPANCY William and Joan Ferris 322 Bittersweet Lane ANC ANCHOR(AGE/ED) FLUOR FLUORESCENT PAV PAV(E/ED/ING) TLT TOILET r . �� Cutchogue, NY 11935 TMP TEMPORARY — — EXISTING WALLS TO BE DEMOLISHED THIS LIST IS PROVIDED FOR CONVENIENCE ONLY; NOT GUARANTEED TO .�OLDEfI U,�ED 17 t.►� ATE� ANOD ANODIZED FND FOUNDATION PC[1] PRECAST BE ABSOLUTELY CURRENT. SUPPLY SYSTEM CANNOT AP ACCESS PANEL FP FIREPROOFED/ING) PC[2] PIECE TOL TOLERANCE ARCH ARCH ITECT(U RAL)[11 FPM FEET PER MINUTE PCF POUNDS PER CUBIC FOOT TOC TOP OF CURB [1] EXISTING DOORS TO BE DEMOLISHED ARCHITECTURAL EXCEED 2110 QF 1% LEAD. PROJECT TOS TOP OF SLAB[1] ASSY ASSEMBLY FT FOOT PED PEDESTAL Ti SYMBOLS, LEGEND, PLUMBING RISER&PRICING NOTES AUD AUDI(O/TOFIY/TORIUM) FTG[1] FOOTING PERF PERFORAT(E/ED/ION) TOT TOTAL EXISTING WALLS TO REMAIN T2 NAILING SCHEDULE PLUMBING RISER DIAGRAM AND CODE DATA PLUMBING -X provides wi nclborne. cidoris pro+ c.+Ion panels AUTO AUTOMATIC, FTR FINNED TUBE RADIATION PH PHASE TOW TOP OF WALL[I] T3 BRACE WALL CONNECTION CODE DATA ALL PLUMBING WASTE ,, r TRANS[1] TRANSFER[2] v r Ci`J Y 2020 ��JidA I�f►al Code of M5 Sfr. K-301-2, .1:2 AWG AMERICAN'VVIRE GAUGE FJT FUTURE PL[ij PLATE(D) WAT ER ATER LINES NEED BD BOARD FX FIRE EXTINGUISHER PL[21 PROPERTY LINE TRANS[2] TRANSFORMER[2] EXISTING DOORS TO REMAIN A1.0 PROPOSED PLAN FOUNDATION PLAN TESTING B'EFOFE COVERING BEL BELOW GA GAUGE PLAM PLASTIC LAMINATE TRANS[3] TRANSMIT(TER/TAL)[2] A1.1 PROPOSED FIRST FLOOR PLAN AND ROOF PLAN BET BETWEEN GAL GALLON PLAS PLASTER TUB TUB(E/ING) 'T� PROPOSED WALL CONSTRUCTION BIT BITUMINOUS GALV GALVANIZED[2] PLBG PLUMBING TV TELEVISION (� A2.0 PROPOSED ELEVATIONS AND BUILDING SECTIONS Itnus +rLACAti i a-autRED (n BLDG BUILDING GB[1] GYPSUM BOARD PLY PLYWOOD TYP TYPICAL II \ B U U VALUE <THERM.CONDUCT.> Illl \I U BILK BLOCK GC GENERAL CONTRACT(OR) PNL PANEL NEW DOORS 0 BLKG BLOCKING GEN GENERATOR POL POLISHED) UH UNIT HEATER ELECTRICAL BM[1] BEAM GL GLA(SS/ZED/ZING) PR PAIR UNF UNFINISHED INSPECTION REQUIRED C '(z BO BY OTHERS GPM GALLONS PER MINUTE PREFAB PREFABRICATE(D)[2] UON UNLESS OTHERWISE NOTED TYP I CAL SYMBOLS a)UV ULTRAVIOLET CD N cy)LO BOT BOTTOM GRAN GRANITE PRTN PARTITION[2] gg BPL BEARING PLATE GYP GYPSUM PT[1] POINT V[1] VALVE SYMBOL INDICATES dar. doet -1 cz T- BRG BEARING HB HOSE BIBB PTD[2] PAINTED V[2] VOLT rnd du��,*Vr . Q - T= BRS BRASS HD[1]] HEAVY DUTY PVC POLYVINYL CHLORIDE VAC VACUUM �. V♦ Z BRZ BRONZE HDW HARDWARE PVMT PAVEMENT VAR VARIES O COLUMN LINE LABEL, MAJOR testing requirccL � � � BS BOTH SIDES HEX HEXAGONAL QD QUICK DISCONNECT VCT VINYL COMPOSITION TILE ,� DATUM ELEVATION t m o BTU BRITISH THERMAL UNITS HM HOLLOW METAL QUAD QUADRUPLE(X) VENT VENTILAT(E/TION) 0'-0"= EXISITNG FIRST FLOOR FINISHED FLOOR �lUn� ;�•, dC 1' IP41t1C1s CV �- p BTUH BTU/HOUR HOR HORIZONTAL QUAL QUALITY VEST VESTIBULE (n CV =3 BVL BEVEL(ED) HP[1] HIGH POINT R[1] RISER VERT VERTICAL 15 REVISION NUMBER-SEE KEY IN TITLE BLOCK D,J c nd S as per Cn C: C[i] COURSE[i] HP[2] HORSEPOWER R[2] RADIUS VID VIDEO ITYS Enemy Cade ■_ 0 C[2] CELSIUS HP[3] HIGH PRESSURE R[4] R VALUE <THERM.RESIST.> VIF VERIFY IN FIELD 55E DOOR LABEL-SEE DOOR SCHEDULE, SPEC. SECTION 08701 CAB CABINET[2] HT HEIGHT RA RETURN AIR VOL VOLUME '0 CB CATCH BASIN HTG HEATING RCP[1] REFLECTED CEILING PLAN VP[1] VENEER PLASTER (D 70 70 CBT CABINET[11 HTR HEATER RD111 ROUND VP[2] VENT PIPE O GLASS TYPE-SEE SPEC. CEM CEMENT HVAC HTG,VENT,&A/C RD[2] ROOF DRAIN VS VERSUS LL Q CFM CUBIC FEET PER MINUTE HW[1] HEAVY WEIGHT REF[1] REFERENCE <POINT:> W[1] WIDTH SD SMOKE DETECTORS CI CAST IRON HIW[2] HOT WATER REF[2] REFRIGERATOR W[2] WATT D SMOKE AND CARBON CIR CIRCLE HYD HYDRAULIC REINF REINFORCED/ING/MEN:)I2] W/ WITH CO MONOXIDE DETECTORS CKT CIRCUIT ID INSIDE DIAMETER REPL REPLACE W/O WITHOUT CL[1] CENTERLINE IN INCH REQD REQUIRED WB WET BULB HD HEAT DETECTOR CLG CEILING INC INCREMENTAL REQT REQUIREMENT WC[1] WATER CLOSET CUT CONTROL JOINT INCL INCLUDE(D) REV REVISE/ED/ION) WC[2] WATER COOLED CLL CONTRACT LIMIT LINE INS INSULATE/ED/ION) RIGID RIGID WCO WALL CLEANOUT CONSTRUCTION CODE STATEMENT This drawing and design layout is an instrument of services CM[1] CENTIMETER INT INTERIOR RH[2] RELATIVE HUMIDITY WD WOOD THIS DESIGN CONFORMS WITH THE RESIDENTIAL and the property of John Cunniffe,Architect.This drawing CM[2] CIRCULAR MIL INV INVERT RM ROOM WI WROUGHT IRON and design layout may not be reproduced or reproductions CMT CERAMIC MOSAIC TILE IPS IRON PIPE SIZE RNF REIN FORCED/ING/MENT) WK WEEK CONSTRUCTION CODE OF NEW YORK STATE - 2020 hereof used without the expressed written consent of John [�] AND ALL STEEL WORK UNDER ASCE 7-16 � Cunniffe,Architect. CMU CONCRETE MASONRY UNIT JC JANITOR'S CLOSET RO[i] ROUGH OPENING WL WIND LOAD 2020 IRC NYS ECC NYS COL COLUMN JT JOINT S[1] SIDE WM WIRE MESH It is a violation of the law for any person unless acting under COMM COMMUNICATION K KILO-<THOUSAND> SAF SAFETY WO WITHOUT the direction of a licensed architect,to alter any item in any COMP COMPRESSED/ION/IBLE) KG KILOGRAM SAN SANITARY WP WATERPROOF(ED/ING) JOHN CUNNIFFE, RA way. If any item on this document is altered,the altering CONIC CONCRETE KO KNOCKOUT SAT SATIN WPT WORKING POINT architect shall affix to such items his or her seal and signature and notation"Altered by"followed by the architects'name, CONN CONNECTION[2] KSI KIPS PER SQUARE INCH SC SOLID CORE WR WATER REPELLENT date or alteration,and specific description rc the alteration. CONST CONSTRUCT(ION) KW KILOWATT SCH SCHEDULE WS[2] WATERSTOP CONT CONTINU(EIOUS) KWH KILOWATT HOUR SCRN SCREEN WSHR WASHER All dimensions and existing conditions shall be checked and CONTR CONTRACT(OR) L[1] LENGTH SD[1j SOAP DISPENSER WT WEIGHT ENERGY CODE COMPLIANCE STATEMENT verified by the Contractor before proceeding with the work. CORR CORRIDOR LAM LAMINATE(D) SD[2] STORM DRAIN WWF WELDED WIRE FABRIC CSK COUNTERS(INK/UN K) LAV LAVATORY SDL SADDLE XFMR TRANSFORMER[1] I HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL JOHN CUNNIFFE - ARCHITECT CTJT CONSTRUCTION JOINT LB POUNDS SEC SECOND(S) YD YARD STATES THAT TO THE BEST OF MY KNOWLEDGE BELIEF AND PROFESSIONAL ZN ZINC JUDGEMENT, THESE PLANS AND OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE Cup] CUBIC LL LIVE LOAD SECT SECTION 2020 NYSECCC AND ANY AND ALL SUPPLEMENTS. John Cunniffe-Architect CUH CABINET UIJIT HEATER LP[1] LOW POINT SEP SEPARAT(E/TION) 17 Hillside Road CUST CUSTOM LP[2] LOW PRESSURE SERV SERVICE Stony Brook, New York 11790 CW COLD WATER LT LIGHT SF SQUARE FEET T 631 751 0590 CWK CASEWORK: LVL LEVEL SHT SHEET JOHN CUNNIFFE, RA DB[1] DECIBEL LW LIGHT WEIGHT SHTG SHEETING DC DIRECT CURRENT M[1] METER Sip] SQUARE INCHES c,RED ARC, DEG DEGREES M[2] MOMENT<BENDING> SIAM SIAMESE CONNECTION EXISTING CONSTRUCTION STATEMENT c,�G'���D- CUH 'S'/�� DF DOUGLASS FIR MAN MANUAL SIM SIMILAR DIA DIAMETER MATL MATERIAL[2] SK SKETCH DIM DIMENSION MAX MAXIMUM SLNT SEALANT THIS OFFICE AND ITS ACTING ARCHITECT FIND THE EXISTING FOUNDATION WALLS DL DEAD LOAD, MECH MECHANIC(AL) SLV SLEEVE AND 2x4 WALL STUDS AND PLATES TO BE SUITABLE FOR ADDITIONAL LOADING PER DN DOWN MED MEDIUM SMP SIMPLE(X) NYS BUILDING STANDARD AND CODES- 2020 UNIFORM CODE SUPPLEMENT J'j, 030893 DO DITTO <THE SAME> MEM MEMBRANE SOL SOLID APPENDIX J SECTION 803.1. I -9 OF DPR DAMPER MET METAL[1] SPEC SPECIFY/ICATION) DR DOOR MFR MAN U FACTURE(ER/ER'S) SPKL SPRINKLER DTL DETAIL MFG MANUFACTURING SPKR SPEAKER DUP DUPLEX MH MANHOLE SPL SPECIAL JOHN CUNNIFFE, RA PROJECT NUMBER: DW DISHWASHER MIL[1] THOUSANDTHS OF AN INCH SQ SQUARE SCALE: AS NOTED DWG DRAWING MIN[1] MINIMUM SS STAINLESSSTEEL[i] EL ELEVATION MIN[2] MINUTE ST[1] STEEL MECHANICAL EQUIPMENT STATEMENT DRAWING: ELEC ELECTRIC(AL) MISC MISCELLANEOUS ST[2] STORM ELECTRICAL, MECHANICAL SUB CONTRACTOR AND GENERAL CONTRACTOR ARE ELEV ELEVATOR MK MARK ST STL STAINLESS STEEL[2] Symbols, Legends and Pricing Notes RESPONSIBLE TO CONFORM TO CURRENT 2020 BUILDING AND ENVIRONMENTAL EMER EMERGENCY MM MILLIMETER STC SOUND TRANSMISSION COEFF. CODES AND ANY CURRENT SUPPLEMENTS IN RELATIONSHIP TO THE INSTALLATION EMT ELECT. METALLIC TUBING MO[1] MASONRY OPENING STD STANDARD REFI`F2 T O ALL ERS RA {NG INFORMATION PROXIDED. ENGR ENGINEER(I-D/ING) MOT MOTOR STL STEEL DRAWING NUMBER: EP ELECTRICAL PANEL MRB MARBLE STM STEAM EQ EQUAL MTL[2] METAL[2] STOR STORAGE EW EACH WAY MTR[1] MOTOR STR STRUCTUR(E/AL) INSULATION & EC MPLIANCE T1 EXG EXISTING[i] MUL MULLION SUP SUPPLY PROPOSED CKD1NS�2x6WALLS=PROPOSED CACE WAL S = R5 ON EXTERIOR PROJECT NORTH PROPOSED FAMILY RM.AND KITCHEN FLOOR -R21 BAIT PROPOSED FAMILY RM. ROOF -R30 VENTED OPOSED KITCHEN. ROOF -CLOSED CELL R30 NON VENTED r ' I A TABLE R602.3(1) TABLE R602.3(1) ALLOWABLE DEFLECTION OF No: Date: Description: FASTENING SCHEDULE FASTENING SCHEDULE-continued RAFTER AND TRUSS CONNECTION FORCES. STRUCTURAL MEMBERS p NUMBER AND TYPE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENERa,b,c SPACING AND LOCATION EXPOSURE B ULTIMATE DESIGN WIND SPEED V(MPH)- 140 STRUCTURAL MEMBER ALLOWABLE 1 02.29.2024 For PDF Review ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENERa,b,c SPACING AND LOCATION Floor Roof 24 2 (� DEFLECTION 2 03.06.2024 For Review 3-16d box(3 1/2"x0.1351;or RAFTER SPACING ROOF SPAN ROOF PITCH ROOF PITCH"subfloor to joist or girder 4-8d box(2 1/2"x0.113")or 2-16d common(3 1/2"xo.ts2") Blind and face nail RAFTERS HAVING SLOPES GREATER THAN 3 03.07.2024 For Preliminary Pricing 3-8d common(2 1/2"x0.131");or < 5:12 > 5:12 ry g 1 Blocking between ceiling joists or rafters to top plate Toe nail 3-16d box(31/2"x0.1351;or 3-1/2"WITH NO FINISHED CEILING L/180 3-10d box(3"x0.128");or 25 2"planks(plank&beam-floor&roof) At each bearing,face nail 12 162 150 4 04.17.2024 For PDF Review 2-16d common 3 1 ATTACHED TO RAFTERS 5 06.12.2024 For PERMIT 3�"xo.131"nails 2"x0.162") 18 209 194 4-8d box(2 1/2"x0.113");or 3-16d common(3 1/2"x0.1621 24 255 237 INTERIOR WALLS AND PARTITIONS H/180 3-8d common 2 1/2"x0.131" ;or 26 Band or rim joist to joist 4-10 box(3"x0.128'),or 2 Ceiling joists to top plate ( ) Per joist,toe nail > > 4-3"x0.131"nails;or End nail 28 319 295 66 3-10d box(3"x0.128");or 16 O.C. 3-3"x0.131"nails 4-3"x14 ga.staples,7/16"crown 32 351 325 FLOORS AND PLASTER CEILINGS L/360 36 351 325 Nail each layer as follows:32"o.c g joist not attached to p , p 4-1od box(ion(3 8");or 20d common(4"x0.i92");or 42 399 370 Ceiling parallel rafter,laps over ALL OTHER STRUCTURAL MEMBERS 3 3-16d common(3 1/2"x0.162'�;or Face nail at top and bottom and staggered. 48 447 414 L/240 partitions(see Section R802.5.2 and Table R802.5.2) 4-3"4.131"nails 10d box(3'k0.128");or 24"o.c.face nail at top and bottom EXTERIOR WALLS WITH PLASTER OR Built-up girders and beams,2-inch lumber 3"x0.131"nails staggered on opposite sides 4 Ceiling joist attached to parallel rafter(heel joint) Table R802.5.2 Face nail 27 layers STUCCO FINISHES H/360 (see Section R802.5.2 and Table R802.5.2) And: lice h splice each at and ends a 128");or 4-10d box(3"x0. 2-20d common(4"x0.192');or F EXTERIOR WALLS-WIND LOADS a. Face nail Collar tie to rafter,face nail or 1 1/4'5QO ga.ridge strap to 3-10d box(3"x0.128");or WITH BRITTLE FINISHES L/240 5 rafter 3-10d common(3"x0.148");or Face nail each rafter 3�"xo.131"nails 4-3'ko.131"nails 4-16d box(3 1/2"x0.135");or EXTERIOR WALLS-WIND LOADS a. 3-16d box nails n is(3 O.148;or 3-16d common(31/2"x0.162");or WITH FLEXIBLE FINISHES L/120 3-10d common nails(3"xo.148"); 2 toe nails on one side and 1 toe nail 28 Ledger strip supporting joists or rafters At each joist or rafter,face nail 6 Rafter or roof truss to plate or ono opposite side of each rafter or 4-10d box(3"x0.128");or pp 4-3"x0.131"nails MINIMUM SPECIFIED COMPRESSIVE STRENGTH MINIMUM SPECIFIED COMPRESSIVE STRENGTH 4-10d box(3"x0.128');or truss' OF CONCRETE NOTE: L-SPAN LENGTH, H = SPAN HEIGHT 4-3"x0.131"nails 2-10d box(3'W.128"),or 2-8d common CLIENTS 29 Bridging or blocking to joist (2 1/2"x0.131";or 2-3"x0.131")nails Each end,toe nail a.THE WINDOW LOAD SHALL BE PERMITTED TO BE TAKEN TO William and Joan Ferris 4-16d(3 1/2"x0.135");or 3-10d common(3"x0.148');or SPACING OF FASTENERS AS THE O.T.TIMES THE COMPONENT AND CLADDING LOADS 322 Bittersweet Lane 4-10d box 3"x0.128" ;or Toe nail DESCRIPTION NUMBER AND TYPE OR LOCATION OF CONCRETE CONSTRUCTION Cutchogue, NY 11935 ( ) ITEM Intermediate WEATHERING POTENTIAL FOR THE PURPOSE DETERMINING DEFLECTION LIMITS HERE IN 4-3"xo.131"nails OF BUILDING ELEMENTS TYPE OF FASTENER a,b,c Edges supporttse,e 7 Roof rafters to ridge,valley or hip rafters or roof rafter (inches)^ (inches) b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN TWICE THE to minimum 2 NEGLIGIBLE MODERATE SEVERE ridge beam 3-16d box 3 1/2"x0.135');or Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing LENGTH OF THE CANTILEVER. 2-16d common(3 1/2"x0.162");or End nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing) 3-10d box(3"x0.128");or BASEMENT WALLS, FOUNDATIONS AND OTHER PROJECT 3-3114.131"nails 6d common(2"x0.113')nail(subfloor,wall)' CONCRETE NOT EXPOSED TO THE WEATHER 2,500 PSI 2,500 PSI 2,500 PSI 30 3/8"-1/2" 8d common(2 1/2"x0.1311)nail(roof;or RSRS- 6 12' Wall 01 (2 3/8"x0.113")nail(roof)I TABLE P.301.5 16d common(3 1/2"xo.162') 24"o.c.face nail 8d common nail(2 1/2"0.131');or RSRS-01; f BASEMENT SLABS AND INTERIOR SLABS ON MINIMUM UNIFORMLY 8 Stud to stud(not at braced wall panels) 10d box(3"x0.1 i6" 28'j;or 31 19/32"-1° o.c.face nail (2 3/8"x0.113")nail(roof)I 6 12 GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 PSI 2,500 PSI 2,500 PSI DISTRIBUTED LIVE LOADS IN POUNDS PER SQ. FOOT 3'k0.131"nails . 32 1 1/8"A 1/4" 10d common(3"4.148")nail;or 16d box(3 1/2"4.135");or 8d(2 1 E LIVE LOAD /2"A0.131")deformed nail 6 12 9 Stud to stud and abutting studs at intersecting wall corners 3"x0.131"nails 12"o.c.face nail (at braced wall panels) Other wall sheathings BASEMENT WALLS, FOUNDATION WALLS, 16d common(31/2"x0.162") 16"o.c.face nail 1 1/2"galvanized roofing nail,7/16"head EXTERIOR WALLS AND OTHER VERTICAL 2,500 PSI 3,000 PSI 3,000 PSI 1/2"structural cellulosic fiberboard g g CONCRETE WORK EXPOSED TO WEATHER UNINHABITED ATTICS WITHOUT LIMITED STORAGE 10 16d common 3 1/2'ko.162" 16"o.c.each edge face nail 33 diameter,or 1 1/4"long 16 ga.staple with 7/16"or 3 6 ( ) g sheathing 0 10 Built-up header(2"to 2"header with 1/2"spacer) I"crown 16d box(3 1/2"x0.135'� 12"o.c.each edge face nail PORCHES, CARPORT SLABS AND STEPS UNINHABITED ATTICS WITH LIMITED STORAGE 20 25/32"structural cellulosic 1 3/4"galvanized roofing nail,7/16"head diameter, 3 6 EXPOSED TO THE WEATHER AND GARAGE 2,500 PSI 3,000 PSI 3,500 PSI +_J 11 Continuous header to stud 4-8d common((2 5-8d box 1/ 2 1/2"x0.131");or Toe nail 13'.;or 34 fiberboard sheathing or 1 1/2"long 16 ga.staple with 7/16"or 1"crown SLABS HABITABLE ATTICS WITH FIXED STAIRS 30 CZ 4-10d box(3"x0.128') d 1 1/2"galvanized roofing nail;staple galvanized, L tf) 35 1/2"gypsum sheathing 7 7 N 1 1/2"long;1 1/4"screws,Type W or s BALCONIES (exterior)AND DECKS 40 � c M 16d common(3 1/2"xo.162") 16"o.c.face nail (A)AT 28 DAYS PSI '�"r CIJ d 1 3/4"galvanized roofing nail;staple galvanized, _1 T 12 Top plate to top plate 10d box 3"x0.128' ;or 36 5/8'gypsum sheathing 7 7 B SEE TABLE 301.2 1 FOR WEATHER POTENTIAL FIRE ESCAPES 40 +� ( 12"o.c.face nail 1 5/8"long;1 5/8 screws,Type W or S ( ) ( ) N 3"x0.131"nails (C) CONCRETE IN THESE LOCATIONS MAY BE SUBJECT TO FREEZING AND THAWING N >' Wood structural panels,combination subfloor underlayment to framing DURING CONSTRUCTION SHALL BE AIR ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE ( )D GUARDS AND HANDRAILS 200 � Z 8 16d common(3 1/2"x0.162'�;or Face nail on each side of end joint 6d deformed(2"x0.120")nail;or U) a)13 Double top plate splice 12-16d box(3 1/2"x0.135");or (minimum 24"lap splice length 37 3/4"and less 8d common(2 1/2"x0.131")nail 6 12 (D) CONCRETE SHALL BE AIR ENTRAINED,TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE) C N :3 a)box(3"x0.128'1;or SHALL NOT BE LESS THAN 5%OR MORE THEN 7% GUARD IN-FILL COMPONENTS 50 _ a each side of end joint) p 12-3"x0.131"nails 8d common(21/2"xo.131")nail;or E SEE SECTION 402.2.2 FOR MAXIMUM CEMENTITOUS MATERIAL CONTENT m 0 38 7/8"1" 8d deformed(2 1/2"x0.120")nail 6 12 ( ) PASSENGER VEHICLE GARAGES 50 '^ N F FOR GARAGE FLOORS WITH A STEEL TROWELED FINISH, REDUCTION OF THE TOTAL AIR CONTENT (continued) ( ) v! N TABLE R602.3(1)-Continued 39 1 1/8"A 1/4" 10d common(3"x0.148")nail;or 6 12 (PERCENT BY VOLUME OF CONCRETE) TO NOT LESS THAN 3%OS PERMITTED IF THE SPECIFIED � 0 U c FASTENING SCHEDULE 8d deformed(2 1/2"x0.120")nail COMPRESSIVE STRENGTH OF THE CONCRETE IS INCREASED TO NOT LESS THAN 4,000 P.S.I. ROOMS OTHER THEN SLEEPING ROOMS 40 O ■� ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER a,b,e SPACING AND LOCATION For SI:finch=25.4 mm,1 foot=304.8 mm,1 mile per hour=0.447 m/s,1 ksi=6.895 MPa. �� SLEEPING ROOMS 30 L� .-1 16d common(3 1/2"xo.162') 16"o.c.face nail 14 Bottom plate to joist,rim joist,band joist or blocking(not at braced wall panels) 16d box(3 1/2" .135");or 3"x0.131"nails 12"o.c.face nail STAIRS 40 x0 Bottom plate to joist,rim joist,band joist or 3-16d box(3 1/2"x0.135");or 3 each 16"o.c.face nail I 15 2-16d common(3 1/2"x0.162");or 2 each 16"o.c.face nail (I blocking(at braced wall panel) 4-3` 0.131"nails 4 each 16"o.c.face nail 4-8d box(2 1/2"x0.113");or i 3-16d box(3 1/2"x0.135');or TABLE R301.2 (1) 4-8d common(2 1/2"x0.131");or Toe nail 4-10d box(3"x0.128");or CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA 16 Top or bottom plate to stud 44"4.131"nails I �-3'DIA.VENT THRU ROOF 3"DIA.VENT THRU ROOF-� ROOF ROOF WIND DESIGN SUBJECT TO DAMAGE FROM FLOOD 3-16d box m n(3 1.135'.;or SEISMIC WINTER ICE BARRIER AIR MEAN 2-16d common(3 1/2"xo.1s2");or GROUND This drawing an End nail HAZARDS g d design layout is an instrument of services 3-10d box(3"x0.128");or SNOW WIND DESIGN DESIGN UNDERLAYMEN FREEZING ANNUAL 3-3"x0.131"nails TOPOGRAPHIC SPECIAL WIND WINDBORNE CATEGORY EATHERING FROST LINE TERMITES and the property of John Cunniffe,Architect.This drawing LOAD SPEED DEPTH TEMPS REQUIRED INDEX TEMP and design layout may not be reproduced or reproductions 3-10d box(3"x0.128');or ATTIC MPH EFFECTS REGION DEBRIS ZONE TYPE X hereof used without the expressed written consent of John 17 Top plates,laps at corners and intersections 2-16d common(3 1/2"x0.162");or Face nail 20PSF MODERATE Cunniffe,Architect. 3-3"x0.131"nails < 140 YES F.E.M.A. & NO NO NO C SEVERE 3'-0" TO HEAVY 11 d. 3611 N.F.I.P. FLOOD N/A 52.1 d. 3-8d box(2 1/2"x0.113");or MAP No. It is a violation of the law for any person unless acting under 18 1"brace to each stud and plate 2-8d common(2 1/2"x0.13111);or Face nail 36103CO359 H the direction of a licensed architect,to alter any item in any 2-10d box(3'x0.128");or way. If any item on this document is altered,the altering 2 staples 1 3/4" MANUAL J DESIGN CRITERIA architect shall affix to such items his or her seal and signature and notation"Altered by"followed b the architects'name, 3-8d box(2 1/2"x0.113");or FAMILY ROOM MODIFIED KITCHEN Y Y 2-8d common 2 1/2"x0.131";or ALTITUDE DESIGN HIGH date or alteration,and specific description of the alteration. 19 1"x6"sheathing to each bearing ( ) Face nail DISH ELEVATION LATITUDE WINTER SUMMER CORRECTION INTERIOR DESIGN TEMPERATURE TEMPERATURE 2-1 a box "cro128");or WASHER HEATING COOLING FACTOR TEMPERATURE COOLING DIFFERENCE All dimensions and existing conditions shall be checked and 2 staples,1"crown,16 ga.,1 3/4"long BAR SINK SINK , 3-8d box(2 1/2"x0.113");or 40'N 12.5 DEG 84 DEG 1 70' 75 (db 63 wb) 57.5 verified by the Contractor before proceeding with the work. 3-8d common(2 1/2"x0.131');or WIND WIND 3-10d box(3"0.128");or COOLING TEMPERATURE VELOCITY VELOCITY COINCIDENT DAILY WINTER SUMMER JOHN CUNNIFFE -ARCHITECT 3 staples,1"crown,16 ga.,1 3/4"long FIRST FLOOR DIFFERENCE HEATING COOLING WET TUB RANGE HUMIDITY HUMIDITY 20 1"x8"and wider sheathing to each bearing Wider than 1"x8" Face nail 9 15 7.5 71.5 M 30% 45-55% 4-8d box(2 1/2"x0.113");or John Cunniffe-Architect 3-8d common(2 1/2"4.131");or 3-10d box(3"4.128");or TO SEPTIC 17 Hillside Road 4 staples,I"crown,16 ga.,1 3/4"long SYSTEM Stony Brook, New York 11790 f-EXISTING HOUSE TRAP T 631 751 0590 Floor 4-8d box(2 1/2"x0.113");or 21 Joist to sill,top plate or girder 3-8d common(2 1/2"4.131");or Toe nail C RED AR 3-10d box(3"x0.128");or CRAWL SPACE AkI �y 3450.131"nails � p. Cul 8d box(2 1/2"x0.113") 4"o.c.toe nail 22 Rim joist,band joist or blocking to sill or top 8d common(2 1/2"x0.131");or plate(roof applications also) 10d box(3"4.128");or 6"o.c.toe nail 1 3"x0.131"nails PLUMBING RISER DIAGRAM kj, � �'9 030893 �L 3-8d box(2 1/211x0.113");or SCALE: N.T.S 23 1"x6"subfloor or less to each joist 2-8d common(2 1/2"x0.1311;or Face nail Ojr 3-10d box(3"x0.128");or 2 staples,1"crown,16 ga.,1 3/4"long (continued) PROJECT NUMBER: SCALE: AS NOTED DRAWING: NAILING SCHEDULE PLUMBING RISER DIAGRAM AND CODE DATA DRAWING NUMBER: T2 PROJECT NORTH II No: Date: Description: 1 02.29.2024 For PDF Review 2 03.06.2024 For Review 3 03.07.2024 For Preliminary Pricing 4 04.17.2024 For PDF Review 5 06-12.2024 For PERMIT I vv BRACED WALL UNES AND PANEL CALCULATIONS AS R60210 WIND ADJUSTMENT FACTORS USED PER TABLE R502.10.3(2) 1.00(EXPOSURE CATEGORY B,1 STORY STRUCTURE) — 1.00 ROOF ATV-(r 0.90 WALL HEIGHT ADJUSTMENT ANY STORY BWL B PB 1.00(2)BRACED WALL LINES C � —I ADJUSTMENT FACTOR WILL BE USED_W5 o ° CONTINUOUS RIM FULL HEIGHT BLOCKING II OR END JOIST CONTINUOUS ALONG LENGTH CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING CLIENTS MINIMUM LENGTH OF INDIVIDUAL BRACED WALL PANELS PER TABLE 802.10 5 OR END JOIST MEMBER DIRECTLY ABOVE ® 16" O.C. ALONG I OF BRACED WALL PANEL William and Joan Ferris BRACED WALL PANEL BRACED WALL PANEL METHOD CS-WSP:AT3'FIRST FLOOR WALLA0.IACENTTOBI'WINDOW REQUIRES 24•x.B75_23.1'BRA(E TH. METHOD CS—GB: METHOD CS-WSP:AT B'FIRST FLOOR WALL ADJACENT TOW DOOR REQUIRES 35'x"75_34.2' W TH. FASTENERS AS PER TABLE R702.3.5 —I I— 322 Bittersweet Lane _ _ _ _ — IT I 8" OC AT THE EDGE AND IN THE FIELD FOR NAILS a. I \ Cutchogue , NY 11935 2-16d NAILS EACH SIDE PROPOSED Ch II II I 16" OC FOR SCREWS ( 1 5/8" TYPE W OR S ) DECK T L"j PROFj¢sED U NAILS TO BE 13 GAUGE 1 3/8" LONG 19/64 HEAD, -, Tn FAMILY OOM. 0.098 DiAMA 1/4" LONG ANNUALAR—RINGED, MINIMUM TOTAL LENGTH OF INDMDUAL BRACED WALL PANELS REQUIRED ALONG EACH BRACED WALL N As R TABLE b0 U 5D COOLERS OR GYPSUM BOARD NAILS 8d 0 6' O.C. ALONG R002.10.3(1) Sd 0 6" O.C. ALONG TOE NAIL 3-8d NAILS I (I I I I 0.086 DIAM.X 1 5/8" LONG 9/32" HEAD. BRACED WALL PANEL Sd ® 6" O.C. ALONG AT EACH BLOCKING MEMBER FOR FIRST FLOOR: II BRACED WALL PANEL BRACED WALL PANEL 8d BRACED O.C. ALONG BWL(A)METHODCS-WSPWITH20'-0SPACINGREQUIRES6x.975_4B' PROJECT II I I I BRACED WALL PANEL +5'-0'OF CS-WSP PROVIDED-COMPLIES METHOD CS—WSP: II II II I AS PER TABLE R602.3(3) BRACED WALL PANEL BRACED WALL PANEL BWL(e)METHODC&WSP WITH 2a-0'SPACING REQUIRES 5'x975-x" I II II EXTERIOR SHEATHING ATTACHED +9-0'OF CS.WSP PROVIDED-COMPLIES BRACED WALL PANEL BRACED WALL PANEL � � WITH 8d COMMON NAILS — (0.131X2.5" LONG) 3-16d 0 16" OC ALONG BWL(1) METHOD CS-WSP PRO DED SPACING REQUIRES S'x.WS_IB I II II I AT 6" O.C. ON EDGE AND 12" O.C. BRACED WALL PANEL 3-16d 0 16" O.C. ALONG 3 — l6d ® 16" OC ALONG +5'-0'OF CS WSP PROVIDED•COMPLIES BRACED WALL PANEL 3-16d 0 16" O.C. ALONG 3-16d 0 16" O.C. EACH BWLA N U BWLA IN FIELD BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER 6�OF CAS-WSP WITHPRO DED SPACING REQUIRES F x.975_4.9 COMPLIES Cs- cs- WSP WSP END RIM OR CONTINUOUS RIM OR 2-6" END JOIST 2-6" ND JO 16-4 1/2" I I BWL1 BW2 � 'A 2-16d NAILS EACH SIDE c/, FULL HEIGHT BLOCKING ADDITIONAL FRAMING CONTINUOUS ALONG LENGTH MEMBER DIRECTLY BELOW \—FULL HEIGHT BLOCKING O II II OF BRACED WALL PANEL BRACED WALL PANEL 0 16" O.C. ALONG 2x4 or 2x6 STUD WALL `v BRACED WALL PANEL — — — I— 2-2xBOTTOM PLATE LO ^, /L FIGURE R602.10.8(2) FIGURE R602.10.8(1) BRACE WALL PLAN -I T FASTENING REQUIREMENTS FOR BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN �� z BRACED WALL PANEL AS PER PARALLEL TO FLOOR CEILING PERPENDICULAR TO FLOOR CEILING '� Cn CD FRAMING FRAMING � a� TABLE R602.3.(3) CO o 1 2 3 0 (0 c� :3U) .LLLLLLLLLLLLLL� O Simpson 1-1/4" golv.x20 gage L � H2A Stud To Rafter • coil strap with (5) 8d common Connector ,\ SIMPSON H2A nails in each end at each rafter. at each Rafter. With Typical Metal —_ WINDOW HDR <. �5� 8d x 1-1/2" nails in Rafter 2 8d x 1-1/2" nails in plate Strapping 4 Ft Perimeter 5 8d x 1-1/2" nails in Stud at Openings Zone Panel Field PROVIDE ® STRUCTURAL RIDGES 4" O.C. Nailing—See Nailing Each rafter on Each side Horizontally attached Nail spacing Schedule Dwg-1 of Ridge to have a plywood sheathing shall have Solid Blockinn Simpson LSU skewable hanger. 0 all Plywood Joints , SIMPSON H2A Solid blocking between at each Rafter. With 1-1/4"x20 Gage Metal Coil \� W 8d x 1-1/2" nails in Rafterrafters attached to top Strap with (5)-8d common nails plate with 8d nails 0 6" o.c. 8d x 1-1/2" nails in plate in each end. catch ack studs along length of braced wall 8d x 1-1/2" nails in Stud and window or door Header. ° Comer Holdowns panel. Typical each side and ALL Look Out Blocks ° windows and doors. ° Refer to plans Gable End Wall and the property of John Cunniffe,Architect.This drawing Less than ° for locations or Equol °° This drawing and design layout is an instrument of services if required to 12" RIM JOIST BLOCKING BETWEEN RAFTERS ® BRACED WALL PANELS and design layout may not be reproduced or reproductions IRC 602.10.8.2(1) NTS RAFTER—TO—STUD CONNECTOR & hereof used without the expressed written consent of John Solid sawn joist and rafter Sill Strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS—LOOKOUT BLOCKS Cunniffe,Architect. See details on NTS NTS RAFTER TO RIDGE STRAP IRC 802.3.1 It is a violation of the law for an notching and boring IimiNTs this page. TYPICAL ELEVATION IN LIEU OF RIDGE STRAPS y person unless acting under WALL TO HEADER STRAPPING NOTE; Sd COMMON NAILS ARE PROVIDE MIN, 2x4 COLLAR TIES 0 EACH RAFTER the direction of a licensed architect,to alter any item in any LOCATED IN THE UPPER THIRD way. If an item on this document is altered,the altering 4 5 NTS 6 7 2-1/2" LONG $ 9 OF THE ATTIC SPACE AND ATTACHED Y• Y g TO THE RAFTERS WITH 4-8D NAILS architect shall affix to such items his or her seal and signature EACH END and notation"Altered by"followed by the architects'name, date or alteration,and specific description of the alteration. 3"SQ.x 5/16"WASHERS 1-1/4"x20 gage G-185 &END NUT SETUP All dimensions and existing conditions shall be checked and Galvanized Strap DOUBLE SILL PLATE ON verified by the Contractor before proceeding with the work. with (5)-8d common nails at each stud, wrap under sill COPPER TERMITE SHIELD NOTCH and nail to back of each sill. W/SILL INSULATION 3'-0" D.C. (110 MPH) 611 MIN Strap may be attached OVER Z DEPTH <1/4d the plywood OR directly to 5/8"DIA.ANCHOR g 2'-6"o.c. (120 MPH) 12 MAX JOHN CUNNIFFE - ARCHITECT HOLE EDGE Studs. DISTANCE WE) BOLTS(TYP.) s j� r II=1I I=111= John Cunniffe-Architect _I I 17 Hillside Road STUD POURED CONCRETE " I I I� — Y FOUNDATION WALL -. ;; ,..; 1- I Z Stony Brook, New ark 11790 PLATE a T 631 751 0590 HOLE DISTANCED>5/8" Use 1-1/4" Metal a SECTION CO T Coil Strap 20 Gage �4!i(5) 8d common nails NOTE: PLAN ED ARC in EACH END at EACH Stud. 1.USE 5/8"DIA ANCHOR BOLTS W/MINIMUM 7"EMBEDMENT INTO ID• CIUJAi y/ FOUNDATION—SILL—STUD CONCRETE W/3"SQUARE x 5/6"WASHERS AND END NUT ASSEMBLY. Sd ® 6" o.c. Along STRAPPING 2.ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACEDCC A Braced Wall Panel BY HOLD DOWNS FOR SHEAR WALLS. FIGURE R602.10.8(1) Applies to Garage Wall and 3.ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MINIMUM TO Stta d notching and boring limits. Slab on Grade Construction 12"MAXIMUM FROM ENDS CAN CORNERS NTS STRAPPING IN CONTACT WITH CONCRETE OR MASONRY WALL TO WALL STRAP SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION ��'9 030893 OR GALVANIZED STEEL COATED WITH A MINIMUM of Al NTS 1.8 OZ. OF ZINC PER SQUARE FOOT OF STEEL, DETERMINED 10 1 1 12 BY USING THE ASTM A 90 TRIPLE SPOT TEST. 1 3 14 OF 1-1/4"x20 gage G-185 ALL THRESHOLD CAREFULLY PROJECT NUMBER: FLASHED & CAULKED TO I Hot Dipped Galvanized Strap a a with (5)-8d common nails PREVENT. I COMPOSITE RAILING a a o at each stud, wrap under sill WATER INTRUSION I TOP AND BOTTOM RAILING EM. VINYL RAIL SCALE: AS NOTED and nail to back of each sill. I eAp HDU5 o Strap may be attached OVER CONTINUOUS FLASHING I AND COLUMN COVER AND DRAWING: o ° W (8) 1/4"x1-1-1/2" the plywood OR direct) to EXTENDED I COLUMN CAP. MEET RCNYS a SDS SCREWS s. y I FOR CODE ALLOWABLE LOAD: 1,825 LBS Studs. PAST JOIST HANGER A PRSSURE REATED COMPOSITE OR GALV. DECK HANGER WOOD DECKING X4 TREATED POSTS BRACE WALL CONNECTION CODE DATA SIMPSON LUS26 0 2X6 LAG BOLTED TO JOIST SIMPSON LUS28 02X8 AS PER MANUFACTURES 1/2" THREADED ROD SPECIFICATIONS. / 3-16d 0 16" O.C. Along SIMPSON LUS28 ® 2X10 0 1 2" DIA.WASHERS. BOLTS W COUPLER NUT AND Braced Wall Panel 2xJOISTS I LOCK WASHERS. 1 2 ANCHOR BOLT o FIGURE R602.10.8(1) DRAWING NUMBER: o ° 0 2xRIM JOIST ° SIMPSON DDT GALV. V V�OUC�T,, DECK TENSION TIE AT TIE MIN 2 LOCATIONS ------SIMPSON H2.5 AT Preservative—treated — EACH JOIST �� barrier required for LFTA • connectors in contact '0.0 °1 with treated wood WITH 1 NAILS II a, SIMPSON BC • ALLOWABLE LOAD: 1,205 LBS II o o ° o 2 X P.T. LEDGER; ONE SIZE GREATER oOST GIRDER THAN JOIST AND NO GREATER CONNECTOR : o° o:a°: v °' THAN THE DEPTH OF BAND JOIST PROJECT NORTH SIMPSON CORNER TYPICAL HOLD—DOWN BETWEEN ATTACH TO BAND JOIST WITH TABL7 R50�2LAG SCREWS PER IRC Up of lag screw shall fully extend beyond HOLDOWN ® BOX FRAMING FIRST AND SECOND FLOOR FOUNDATION—SILL—STUD the inside face of the band joist. ALLOWABLE LOAD: 1,8525 LBS STRAPPING LEDGER BOARD ATTACHMENT TO BAND JOIST DECK AND RAILING DETAIL 16 NTS 17 NTS 18 19 N.T.S. 20 N.T.S. i FOUNDATION AND CONSTRUCTION NOTES No: Date: Description: 1) INTERIOR AND EXTERIOR FOOTINGS,SLABS,AND WALLS SHALL BE 3000 PSI CONCRETE 1 02.29.2024 For PDF Review UNLESS OTHERWISE NOTED.GARAGE SLABS SHALL BE 3,500 PSI. 2 03.06.2024 For Review 2) FOOTINGS BELOW COLUMNS TO BE 24"X24"X12"UNLESS OTHERWISE NOTED. 3 03.07.2024 For Preliminary Pricing I I 3) CONTRACTOR TO VERIFY SOIL BEARING CAPACITY TO BE NOT LESS THAN 2000 PSF. 4 04.17.2024 For PDF Review NO FOOTINGS OR SLABS ARE TO BE CAST ON UNCONTROLLED FILL,LOOSE SOIL,ORGANIC MATERIAL,FROZEN GROUND,MUD,CLAY OR OTHER UNSUITABLE MATERIALS. IF ANY OF 5 06.12.2024 For PERMIT I — —1 L_ — — — — — — _ _ — — — — — — — — — — — — — — — THESE SITUATIONS ARE PRESENT IT SHOULD BE BROUGHT TO THE ATTENTION OF THE 1 � ENGINEER. 4) CONCRETE SHALL BE AIR-ENTRAINED WITH AN AIR CONTENT NOT LESS THAN 5%OR r - - - - - - - - - - - - - - - - - -I I 1 I I MORE THAN?°k. 1 I I I 5) IF CONCRETE IS DELIVERED IN AN OUTDOOR TEMPERATURE LOWER THAN 40 DEGREES F _ _ _ _ _ _ _ _ _ _ _ _ IT SHOULD BE HEATED TO INSURE THAT IT WILL ARRIVE AT THE JOB SITE HAVING A I- 1 I 1 I I TEMPERATURE OF NOT LESS THAN 60 DEGREES F OR GRATER THAN 85 DEGREES F. I 1 I 1 KS AS THOUGH THE TEMPERATURE OF THE AMBIENT AIR WILL FALL BELOW FREEZING OFOR 3 CONSECUTIVE DAYS,OLD WEATHER CONCRETE SPECIFICATIONS WILL NEED TO BE FOLLOWED.CONTACT ENGINEER IF THIS IS GOING TO OCCUR. I I I I I i I I I I 7)THE ADDITION OF ANY ADMIXTURES TO CONCRETE SHALL BE APPROVED BY THE ENGINEER. I 1 1 I I I 1 1 I I I 1 8) ALL REBARS TO BE GRADE 60 KSI STEEL AND SHALL BE FREE OF RUST,SCALE AND I I I I I I I DIRT. CLIENTS I William and Joan Ferris EXISTING GARAGE I I 9) ALL REBARS SHALL BE SECURELY TIED IN PLACE AND ADEQUATELY SUPPORTED. ALL 322 Bittersweet Lane EXISTING SLAB I EXISTING UNFINISHED I 1 REBAR SPLICES TO BE MINIMUM 40 BAR DIAMETER. REBAR SHALL BE CONTINUOUS I FOR SCREEN PORCH I 1 SLAB I Cutchogue, NY 11935 I I BASEMENT TO REMAIN I ( I I THROUGH CORNERS WITH SPLICES LOCATED NOT CLOSER THAN 3'FROM CORNERS. I ( I I 1 10) ALL FOOTINGS ARE TO HAVE THEIR REBAR PLACED NO CLOSER THAN X TO THE SUPPORTING SOIL. 1 4"CONCRETE SLAB, 3,500 PSI (1 PROJECT I OVER 6 MILL VAPOR I 11) NO WEIGHT SHALL BE PLACED UPON FOOTINGS OR WALLS UNTIL 7 DAYS AFTER BARRIER AT BASEMENT I I PLACEMENT AS LONG AS THE CONCRETE STRENGTH HAS REACHED 2500 PSI OR BY I ( SLAB ELEVATION I 1 ENGINEER'S APPROVAL. I I I ( I I I 12) CONTRACTOR TO NOTIFY ENGINEER FOR INSPECTION OF FORMED FOOTING AND 3 PROPOSED CRAWL SPACE I FOUNDATION WORKAND SHALL INCLUDE WATERPROOFING AND OUT-SULATION BOARD. I 3 3 A2 0 1 4"CONCRETE SLAB 3,500 PSI I I A1.o A1.o I OVER 6 MILL VAPOR I I I (2)2 x 8—DR _ _ I I 13) BACK FILLING AGAINST FOUNDATION SHALL NOT TAKE PLACE UNTIL FIRST FLOOR IS — — -� I I ANCHORED TO FOUNDATION. BACKFILL MATERIAL SHALL BE CLEAN COURSE SAND. — I BARRIER AT BASEMENT SLAB ELEVATION EQUIPMENT USED FOR BACKFILLING SHALL NOT COME CLOSER TO THE WALL THAN THE HEIGHT OF THE BACKFILL. (n — — — — — — — — — — — — — — — — — — — — — I- 1 14) ALL FOOTINGS TO REST ON VIRGIN UNDISTURBED SOIL. IF SOIL IS DISTURBED, r III I I 1 p PROP. PROP. 1 A1.o r N I MECHANICAL COMPACTION TO 95%RELATIVE COMPACTION IN SOIL LIFTS NOT EXCEEDING 6" I TL LALY COLUMN 1 3 oCRAWL CRAWL 1 e o I I ■ II III I o ND FOOTING I I 1 I � 'OSPACE SPACE 1 15) CONCRETE WALL DESIGN ASSUMES BACKFILL IS WELL DRAINED. II III III wl I _, III EDETAILNo.2 I � � - - - - - - - - - - - - - - - - - - - - - - - - - - - -� 1Cz j o T T IS SHEET 1 1 1 x " ,, " L— II III o W 111 >I I 1 I I 1 — N — — — — — 16) ANCHOR BOLTS TO BE 5/8 X 12' J SHAPED,HOT DIPPED GALVANIZED OR (D N LO IIC�II — — — J — — — — — - — — — — — — — — — — — — — — — — — — — STAINLESS STEEL LOCATED 32" ON CENTER UNLESS OTHERWISE NOTED AND A MAXIMUM OF Ca co II III ¢ °III I I ( v I I I FLUSH 12"FROM ALL CORNERS. PROVIDE NOT LESS THAN TWO(2)ANCHOR BOLTS ON ANY ONE J III 0 o III I I I— III J 1 I I — —— — SILL.ANCHOR BOLTS TO HAVE NUT AND WASHER TIGHTENED TO SILL.WASHERS SHALL BE A +- r 11 III III I I I MINIMUM OF 3/16"X 3"X 3"SQUARE PLATE WASHERS UNLESS OTHERWISE SHOWN. III PROPOSED I 1 I � w BOLTS TO BE LOCATED DOWN THE CENTER OF THE SILL PLATE.DEVIATION OF MORE THAN � 3 Z I11 1 I 11 E 1 c�j >> 1-1/2"IS NOT BE ACCEPTABLE. ^♦ c) CD II 1 I I PON. o+ W (D 0 17) PROVIDE(1)#4 REBAR CONTINUOUS REINFORCING AT TOP OF ALL FOUNDATION WALLS. C m O I PROPOS DI'I CONC TE SLAB — 1 $ OV Q EDGE. PROVIDE CONTINUOUS #4 REBAR FROM BOTTOM OF WALL TO TOP OF WALLTO TOP cc -�2x8 ACID FLR JSTS ll ll F min OF WALL EVERY 36". N �., 11� 16"o.c. 2x8 ACQ FLR JSTS I I ,�OOPS I U �' I III III 16"o.c. 1 I OVER 6MILLIWAPOR ARRIER 1 M U III o l I I III I 1 L_ — — — — — r 18) PROVIDE(3)#4 REBAR CONTINUOUS REINFORCING IN WALL FOOTINGS PLACED 3" cc:o w w 2x FLR JOISTS R 0 OIL VENT FROM SOIL AND 4"FROM OUTSIDE FOOTING EDGE UNLESS OTHERWISE SHOWN. ■�� O I I III III I 2x 8 FLR JOISTS I � C7 a 16"o.c. A D INTAKE L� 11 III Q o II I I F_ —1 16"o.c. 1 H RE r 19) PROVIDE ROLL ON BITUMINOUS DAMP PROOFING MEMBRANE AT ALL NEW FOUNDATION WALLS L II III 0 o III I I I � 1 3 A2.0 V II III III ZII I L J I ■1�. II III N III W I IIIf� 8"REINFORCED POURED IN PLACE ---HDU9 l'ARNER HOLDIIbOWNS 1 CONCRETE WALL 3,500 PSI OVER 8"DEEP REINFORCED 1 III 1 SPREAD FOOTING-T-0"BELOW GRADE R5 RIGID INSULATION OVER BITUMINOUS — — — — — — — — DAMP PROOFING I HOSE BIB MATCH EXISTING BILCO COVER 4'-3" 4'-3" + /-V.I.F 71, 3'-10 1/2" This drawing and design layout is an instrument of services 6'-5" 6'-7" 16-2 3/4" 12-4 1/2" and the property of John Cunniffe,Architect.This drawing and design layout may not be reproduced or reproductions hereof used without the expressed written consent of John Cunniffe,Architect. It is a violation of the law for any person unless acting under 1 the direction of a licensed architect,to alter any item in any PROPOSED FOUNDATION PLAN way. If any item on this document is altered,the altering architect shall affix to such items his or her seal and signature SCALE: 1/4" = 1'-0" and notation"Altered by"followed by the architects'name, date or alteration,and specific description of the alteration. All dimensions and existing conditions shall be checked and verified by the Contractor before proceeding with the work. JOHN CUNNIFFE -ARCHITECT i John Cunniffe-Architect 17 Hillside Road Stony Brook, New York 11790 T 631 751 0590 "ANCHOR BOLTS SEE DETAIL No. 14/SHT PROVIDE COPPER TERMITE SHIELD AND SILL SEALER GALL 811 RE� ARC Uk NEW 4"CRAWL.,PACE SLAB _ — FOR UTILITY MARK OUT OVER 6 MILL VAPOR BARRIER / PRIOR TO THE START OF � d ° COLD ROLL ON \ =_ ANY EXCAVATION WORK s BITUMINOUS DAMP PROOFING / 0 _ a $" ANDV RIGID INSULATION \ ° J9 30893 OF NE`N 2'-0"X2'-0"x12"DEEP CONCRETE FOOTING ° d NO.4 REBAR EVERY 48"O.C. - ° _ (3)EQUALLY SPACED No-4 PROPOSED SLAB -_ B °1. LEGEND REBARS IN EACH I ° \/ DIRECTION 3"FROM d ° I I� a d ° J ttt-- PROJECT NUMBER: REINFORCED CCNC.FOOTING \\ BorroM ° ° d N 3,500 PSI WITH 0) CONT.No.4 ° ° o /j / EXISTING WALLS TO BE DEMOLISHED SCALE: AS NOTED REBAR AND No.4 REBAR EVERY 24" \ \ DRAWING: 3-1/2"LALLY COLUMN n ° EXISTING FOUNDATION WALL ° c \1'-4" / / / / PRIMED ° a ° o.c.REBAR T FFONT FACE OF F. a _ c0 CONC. \\\\\\ EXISTING DOORS TO BE DEMOLISHED PROPOSED FOUNDATION PLAN d #5 REBAR EPDXY SET TO EXISTING F.W.EXTENDING 7' 2'-0 11 EACH SIDE EVERY 10"VERTICAL _ EXISTING WALLS TO REMAIN NEW F.W. DRAWING NUMBER: 2 FOUNDATION PINNING DETAIL 3 FOUNDATION PINNING DETAIL 4 FOOTING / F.W. DETAIL EXISTING DOORS TO REMAIN SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" PROPOSED WALL CONSTRUCTION A1 , 0 NEW DOORS PROJECT NORTH �' II { I No: Date: Description: EXISTING I I 1 02.29.2024 For PDF Review LIVING ROOM II 2 03.06.2024 For Review 3 03.07.2024 For Preliminary Pricing EXIST, BATH 4 04.17.2024 For PDF Review EXISTING HALL ROOM 5 06.12.2024 For PERMIT O — �Ir 36" REF EXISTING KITCHEN EXISTING GARAGE EXISTING (WOOD FLOOR) SCREENED IN PORCH ON MASONRY FLOOR REMOVE CEILING TREATMENTS I COOK TOP EXHAUST AND WALLBOARD —I 3'-8" I POP UP VENT AND REPLACE WITH L CLIENTS EXISTING NEW WALLBOARD PR EE I LOPOSED O I ao I AND DUCT TO RIM JOIST/EXTERIOR William and Joan Ferris �" FAMILY ROOM IISLAND 10 O M � I Cut Boers weet NY 11935 Lne s'xs' IOOI o 9 ' FI U � — 3 - - - - - - - - - - - - - - - - - - - - � 2'-4" 10'-8" 2-11 1/4" 4 x 6 A2.0 „ WOOD W�LL I I I I PROJECT POSTS 4 x 6 OVEN I I I WOOD 3) .75 x 9.5 LVL's WIT g1H'STEEL DROPPED _ _ _ (2)1_75 x 16"LVL UPSET — —POSTS L REMOVE STEPS J _2) 2 x 6 RAFiTER TIESco C = — = = ={{ }_ _ _ — _ _ I o E.P. I I I I x � I m of o LO I I I I N II w II I X � CV � - - - � > fD O O VELLUX01 30"x 481, I I I EM U 0 13'-111/2" I- - - - -� I ( O R E � -1--+ 1, 7 _ (2) 2 x 6 R�14ER TIES / N O cz C - - - - �I I� - - - - � / \ RELOELEC. ^�^,, cv o� PROPOSED RE SE METER HERE C0 0) _ IEXISTINGJ T 2 �O PROPOSED �* Q FAMIL`I'ROOM po� o \ / A2.o DECK EXTENSION \BI O / '�' Q N >- WOOD F ORING - J \ / CD TREX DECKING �� / > p Z J W v N _L (2) 2 x 6 R�AF�ER TIES— _ M U C _ - - - - - - - - � x O C m O II V) w `^ v I I vJ N 4 o X f- - - - -I c� 4 N A2 0 U I VELLUX I z A2.0 �/� q V N I 30"x 48" I I V Cl) ■ O N L - - - -� II X L v CXj UU _ -t2) 2 x 6 RAIFITER TIES— — _ - - - - � r - - - - � HDU5CORNER l HOLD DOWN 14 DEEP PLANT JOG SH F+30'ABOVE FLO U. (2)2x10 HDR (2)2x10(HIGH) (2)2x10 HDR WALL CONSTRUCTION HOSE BIB ASSEMBLY: HDU5 CORNER WHITE CEDAR R&r SHINGLES HOLD DOWNS Y"APA SHEATHING 2x6 WALL STUDS 16"o.c. R19 BATT " PAINTED WALL BOARD 16-2 3/4" 12-0 1/2" This drawing and design layout is an instrument of services and the property of John Cunniffe,Architect.This drawing 1 3 and design layout may not be reproduced or reproductions A2.o A2.o hereof used without the expressed written consent of John 1 PROPOSED FIRST FLOOR PLAN Cunniffe,Architect. It is a violation of the law for any person unless acting under SCALE: 1/4„ —— 1,-0„ the direction of a licensed architect,to alter any item in any way. If any item on this document is altered,the altering architect shall affix to such items his or her seal and signature and notation"Altered by"followed by the architects'name, date or alteration,and specific description of the alteration. All dimensions and existing conditions shall be checked and EXISTING GABLE ROOF verified by the Contractor before proceeding with the work. ROOF OVER EXISTING SHED TO REMAIN EXISTING SCREEN PORCH DORMER ROOF JOHN CUNNIFFE - ARCHITECT TO REMAIN TO REMAIN John Cunniffe-Architect EXISTING ATTACHED GARAGE 17 Hillside Road ROOF TO REMAIN Stony Brook, New York 11790 T 631 751 0590 '�F-FtED ARC' 4 o J ,: LLI LL LL ��'9 030893 4P OF NE`iJ VELLUX 30"x48" LEGEND PROJECT NUMBER: I EXISTING WALLS TO BE DEMOLISHED SCALE: AS NOTED DRAWING: CORE VENT RIDGE VENT PROPOSED FIRST FLOOR PLAN 600 SERIES. EXISTING DOORS TO BE DEMOLISHED STRAP EVERY SRAFTER OVER RIDGEAN R F PLAN 2 x R jj1 - E EXISTING WALLS TO REMAIN K STYLE GUTTER AND DOWNSPOUTS �\ DRAWING NUMBER: ROOF ASSEMBLY: ((// \1 EXISTING DOORS TO REMAIN VELLUX 30 YEAR ASPHALT SHINGLE ROOFING 30"x 48" 15"FELT PAPER /ICE AND WATER SHIELD TO CODE Al , e" PROPOSED WALL CONSTRUCTION EXTERIOR GRADE SHEATHING RAFTER BAFFLES 2 x 12 ROOF RAFTERS 16"o.c. R30 BATT INSULATION J"PAINTED WALL BOARD NEW DOORS PROJECT NORTH 2 PROPOSED ROOF PLAN SCALE: 1/4" = V-0" II No: Date: Description: 1 02.29.2024 For PDF Review 2 03.06.2024 For Review 3 03.07.2024 For Preliminary Pricing 4 04.17.2024 For PDF Review 5 06.12.2024 For PERMIT o° G�\aG — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - -TO REMAIN- - - - - - - - - EXISTING SHED CLIENTS DORMER William and Joan Ferris TO REMAIN TURN UP 12"ICE 322 Bittersweet Lane 12 AND WATER ICutchogue, NY 11935 9D SHIELD FLASHING — — UNDER SHINGLES / r77 Fr'7 — — — — — — — EXISTING ATTACHED GARAGE 8"REINFORCED POURED IN PLACE TO REMAIN CONCRETE WALL 3,500 PSI / OVER 8"DEEP REINFORCED PROJECT / SPREAD FOOTING-3'-0"BELOW GRADE CX13 l CX13 PROVIDE R10 RIGID INSULATION AND EXTERIOR OF FOUNDATION/CRAWLSPAC FIXED FIXED FULL HEIGHT. R SE CX145 CX1 5 CX145 CX145 WI OW ❑ ❑ ' �! ❑ / \ / RELO ELEC. METER HERE O " . j 5 cis N LID co= = - - - ♦� J 70 Z u) l/`J M W U Cn CID U 1 PROPOSED REAR ELEVATION O 2 PROPOSED SIDE ELEVATION �i- L SCALE: 1/4" = V-0" SCALE: 1/4" = 1'-0" (D 71 Q KEY NOTES — SEE ELEVATIONS This drawing and design layout is an instrument of services and the property of John Cunniffe,Architect.This drawing and design layout may not be reproduced or reproductions O GAF ARCHITECTURAL SHINGLES -30 YEAR hereof used without the expressed written consent of John Cunniffe,Architect. CORE VENT RIDGE VENT 2 It is a violation of the law for any person unless acting under 600 SERIES. SBS OR MAIBEC WHITE CEDAR SHINGLES TO MATCH HOUSE O the direction of a licensed architect,to alter any item in any STRAP EVERY way. If any item on this document is altered,the altering j RAFTER OVER RIDGE architect shall affix to such items his or her seal and signature ALL NEW PVC RAKE BOARDS, FASCIA AND VINYL VENTED SOFFITS and notation"Altered by"followed by the architects'name, / r O WHERE APPLICABLE date or alteration,and specific description of the alteration. 2'.x 8 ROOF RAFTERS MATCH AND 2 x 6 CEILING JOISTS HOUSE 12 O ALL WINDOWS AND DOORS SHALL BE NEW ANDERSEN 4 All dimensions and existing conditions shall be checked and NO VENTING AVAILABLE co 9D ROOF ASSEMBLY: 400 SERIES UNLESS OTHERWISE NOTED. -SEE SCHEDULE. verified by the Contractor before proceeding with the work. PROVIDE CLOSED CELL SPRAY n 30 YEAR ASPHALT SHINGLE ROOFING SHOWN WITH CASING- PROVIDE 1 x 4 PVC CASING AND AZEK FOAM TO R30 � 15"FELT PAPER /ICE AND WATER SHIELD TO CODE HISTORIC SILL WITH HORNS.' EXISTING 2 2 x6 RAFTER TIES SECOND FLOOR 8"EXTERIOR GRADE SHEATHING JOHN CUNNIFFE - ARCHITECT RAFTER BAFFLES EXIST.2 x 8 FJ"s 2 x 12 ROOF RAFTERS 16"o.c. O TREX DECKING TREADS AND RISERS R30 BATT INSULATION WALL CONSTRUCTION (2)1.75 x 16"LVL SIMPSON H2A John Cunniffe-Architect EVERY RAFTER "PAINTED WALL BOARD 17 Hillside Road co ASSEMBLY: / / UPSET AND LAGGED TO Stony Brook, New York 11790 WHITE CEDAR R&r SHINGLES / � / � EXISTING RIM JOIST � in/ / r VINYL VENTED SOFFITS T 631 751 0590 )'2"APA SHEATHING PROVIDE HANGERS TO o 2.x6 WALL STUDS 16"o c. ALL FLOOR JOISTS F219 BATT WALL CONSTRUCTION ED ARC, PAINTED WALL BOARD / \ // ASSEMBLY: PROPOSED WHITE CEDAR R&r SHINGLES �Gj 0. CUiyLLL�il� ,�,� J. Yz'APA SHEATHING EXISTING FANAILY ROOM 2x6 WALL STUDS 16"o.c. FIRST FLOOR EXTENSION R19 BATT — — — — I" PAINTED WALLBOARD � R21 BATT EXIST.2 x 8 FJ"s 2 x ROOF RFTS,ER 6"o.c. R21 BATT PROPOSED 4"CONCRETE SLAB -d 030893 8"REINFORCED POURED IN PLACE PROPOSED �F OVER 6MILL VAPOR BARRIER CONCRETE WALL 3,500 PSI CRAWLSPACE PROPOSED � CRAWLSPACE OVER 8"DEEP REINFORCED I -1 SPREAD FOOTING-3'-0"BELOW GRADE L -�,� - PROVIDE R10 RIGID INSULATION AND C REINFORCED POURED IN PLACE EXTERIOR OF FOUNDATION/CRAWLSPACE WALL � � CONCRETE WALL 3,500 PSI PROJECT NUMBER: OVER 8"DEEP REINFORCED FULL HEIGHT. I I SPREAD FOOTING 4-0"BELOW GRADE SCALE: AS NOTED EXISTING BASEMENT R5 RIGID INSULATION OVER BITUMINOUS DAMP PROOFING DRAWING: ——— ——--�——-- PROPOSED ELEVATIONS AND BUILDING SECTIONS DRAWING NUMBER: 3 PROPOSED BUILDING SECTION AT KITCHEN ADDITION 4 PROPOSED BUILDING SECTION THROUGH FAMILY ROOM SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" A2 , 0 PROJECT NORTH I a I, No: Date: Description: MATERIAL DRAWING MARKERS �, � �, 1 02.29.2024 For PDF Review THE FOLLOWING ABBREVIATIONS MAY BE USED IN ANY OF THE CONSTRUCTION DRAWINGS, OR MAY BE PATTERN INDICATES SYMBOL DESCRIPTIONS �� �I SUPERSEDED BY SPECIFIC ABBREVIATIONS LISTED ON ANY SUBSET OF THE DRAWINGS.THIS IS A 'l 2 03.0 .2024 For Review LIST OF ONLY THE MOST COMMONLY USED ABBREVIATIONS;THE FULL LIST OF ABBREVIATIONS WHICH -f a5 K' 3 03.07.2024 For Preliminary Pricing MIGHT BE ENCOUNTERED IS CONTAINED IN PART 2 OF SECTION 01020 OF THE SPECIFICATIONS. CONCRETE - °a � BUILDING SECTION OR SECTION DETAIL No f� � 5 06.12.2024 For PDF Review A1o1 For PERMIT A[1] AMPERE EXH EXHAUST MOLT MULTIPLE SUSP SUSPENDED (OPTIONAL) © 09.08.2024 Amended PERMIT A/C AIR CONDITIONING EXIST EXISTING[4] MWK MILLWORK SW SWITCH CONCRETE MASONRY For Window Bay ABV ABOVE EXP[1] EXPOSED N[1] NORTH SYM SYMMETR(ICAL/Y/ICALLY) AC[1] ALTERNATING CURRENT EXP[2] E:XPAN(DED/SIGN) NEG NEGATIVE SYS SYSTEM ACC ACCESS EXST EXISTING[2] NIC NOT 1N CONTRACT T TREAD EXTERIOR ELEVATION AD AREA DRAIN EXT EXTER(NAL/IOR) NO NUMBER T/STL TOP OF STEEL WOOD FINISH A101 ADD ADDENDUM EXTG EXISTING[3] NOM NOMINAL T/CONC TOP OF CONCRETE ADDL ADDITIONAL F[1] FAHRENHEIT NRC NOISE REDUCTION COEFF. T/CURB TOP OF CURB[2] � 1 ADH ADHESIVE FA[2] FRESH AIR NTS NOT TO SCALE T/SLAB TOP OF SLAB [2] 1 DETAIL MARKER ADJ ADJUST(ABLE) FAB FABRICATE OC ON CENTER T/WALL TOP OF WALL[2] WOOD ROUGHING, DISCONTINUOUS 1 \ , /) AFF ABOVE FINISHED FLOOR FD FLOOR DRAIN OCT OGTAGON(AL) TAN TANGENTIAL) AGG AGGREGATE FIN FINISHED) OD OUTSIDE DIAMETER TEL TELEPHONE A101 AHU AIR HANDLING UNIT FIXT FIXTURE[2] OPG OPENING[i] TEMP TEMPERATURE WOOD ROUGHING,CONTINUOUS AL ALUMINUM FL[1] FLOOR OPNG OPENING[2] THD THREAD CLIENTS ALLOW ALLOW(ABLE/ANCE) FLCO FLOOR CLE:ANOUT OPP OPPOSITE THK THICK(NESS) William and Joan Ferris ALT ALTERNATE FLRG FLOORING OZ OUNCE THRU THROUGH LEGEND LIST OF D RAW I N G S 322 Bittersweet Lane ANC ANCHOR(AGE:ED) FLUOR FLUORESCENT PAV PAV TLT TOILET E/ED/ING) THIS LIST IS PROVIDED FOR CONVENIENCE ONLY; NOT GUARANTEED TO Cutchogue , NY 11935 ANOD ANODIZED FND FOUNDATION PC[1] PRECAST TMP TEMPORARY = T EXISTING WALLS TO BE DEMOLISHED BE ABSOLUTELY CURRENT. AP ACCESS PANEL FP FIREPROOFED/ING) PC[2] PIECE TOL TOLERANCE ARCH ARCHITECT(URAL)[1] FPM FEET PER MINUTE PCF POUNDS PER CUBIC FOOT TOC TOP OF CURB[1] EXISTING DOORS TO BE DEMOLISHED ARCHITECTURAL PROJECT ASSY ASSEMBLY FT FOOT FED PEDESTAL TOS TOP OF SLAB[1] T1 SYMBOLS, LEGEND, PLUMBING RISER&PRICING NOTES AUD AUDI(O/TORY/TORIUM) FTG[1] FOOTING PERF PERFORAT(E/ED/ION) TOT TOTAL EXISTING WALLS TO REMAIN T2 NAILING SCHEDULE PLUMBING RISER DIAGRAM AND CODE DATA AUTO AUTOMATIC FTR FINNED TUBE RADIATION PH PHASE TOW TOP OF WALL[i] T3 BRACE WALL CONNECTION CODE DATA AWG AMERICAN WIRE GAUGE FUT FUTURE PL[1] PLATE(D) TRANS[1] TRANSFER[2] BD BOARD FX FIRE EXTINGUISHER PL[2] PROPERTY LINE TRANS[2] TRANSFORMER[2] EXISTING DOORS TO REMAIN A1.0 PROPOSED PLAN FOUNDATION PLAN BEL BELOW GA GAUGE PLAM PLASTIC LAMINATE TRANS[3] TRANSMIT(TER/TAL)[2] A1.1 PROPOSED FIRST FLOOR PLAN AND ROOF PLAN -, 0 BET BETWEEN GAL GALLON PLAS PLASTER TUB TUBE/ING) PROPOSED WALL CONSTRUCTION TV TELEVISION A2.0 PROPOSED ELEVATIONS AND BUILDING SECTIONS CN (n BIT BITUMINOUS GALV GALVANIZED[2] PLBG PLUMBING �.:I BLDG BUILDING GB[1] GYPSUM BOARD PLY PLYWOOD TYP TYPICAL r F� r BLK BLOCK GC GENERAL CONTRACT U U VALUE <THERM.CONDUCT.>CONTRACT(OR) PNL PANEL NEW DOORS O BLKG BLOCKING GEN GENERATOR POL POLISH(ED) UH UNIT HEATER C ; BM[1] BEAM GL GLA(SS/ZED/ZING) PR PAIR UNF UNFINISHED cz BO BY OTHERS GPM GALLONS PER MINUTE PREFAB PREFABRICATE(D)[2] UON UNLESS OTHERWISE NOTED TYPICAL SYMBOLS L- N � BOT BOTTOM GRAN GRANITE PRTN PARTITION[2] UV ULTRAVIOLET � � CZ CD BPL BEARING PLATE GYP GYPSUM PT[i] POINT V[1] VALVE SYMBOL INDICATES � J BRG BEARING HB HOSE BIBB PTD[2] PAINTED V[2] VOLT '`� N Z BRS BRASS HD[1] HEAVY DUTY PVC POLYVINYL CHLORIDE VAR VARIES VAC VACUUM O COLUMN LINE LABEL, MAJOR c�'LnCD BRZ BRONZE HDW HARDWARE PVMT PAVEMENT N BS BOTH SIDES HEX HEXAGONAL QD QUICK DISCONNECT VCT VINYL COMPOSITION TILE DATUM ELEVATION CZ m o BTU BRITISH THERMAL UNITS HM HOLLOW METAL QUAD QUADRUPLE(X) VENT VENTILAT(EMON) 0'-0"= EXISITNG FIRST FLOOR FINISHED FLOOR �F U BTUH BTU/HOUR HO'R HORIZONTAL QUAL QUALITY VEST VESTIBULE /� � M U BVL BEVELED) HP[i] HIGH POINT R[1] RISER VERT VERTICAL 15 REVISION NUMBER-SEE KEY IN TITLE BLOCK V C[i] COURSE[1] HP[2] HORSEPOWER R[2] RADIUS VID VIDEO O C[2] CELSIUS HP[3] HIGH PRESSURE R[4] R VALUE <THERM. RESIST.> VIF VERIFY IN FIELD 55E DOOR LABEL-SEE DOOR SCHEDULE, SPEC. SECTION 08701 CAB CABINET[2] HT HEIGHT RA RETURN AIR VOL VOLUME CB CATCH BASIN HTG HEATING RCP[1] REFLECTED CEILING PLAN VP[1] VENEER PLASTER CBT CABINET[1] HTR HEATER RD[1] ROUND VP[2] VENT PIPE O GLASS TYPE-SEE SPEC. U. < CEM CEMENT HVAC HTG,VENT,&A/C RD[2] ROOF DRAIN VS VERSUS CFM CUBIC FEET PER MINUTE HW[1] HEAVY WEIGHT REF[1] REFERENCE <POINT> W[1l WIDTH SD SMOKE DETECTORS CI CAST IRON HW(2] HOT WATER REF[2] REFRIGERATOR W[2] WATT SMOKE AND CARBON W/ WITH CO CIR CIRCLE HYD HYDRAULIC REINF REINFORCE(D/ING/MENT)[2] MONOXIDE DETECTORS CKT CIRCUIT ID INSIDE DIAMETER REPL REPLACE W/O WITHOUT CL[1] CENTERLINE IN INCH REQD REQUIRED WB WET BULB HD HEAT DETECTOR CLG CEILING INC INCREMENTAL REQT REQUIREMENT WC[1] WATER CLOSET CUT CONTROL JOINT INCL INCLUDE(D) REV REVIS(E/ED/ION) WC[2] WATER COOLED CLL CONTRACT LIMIT LINE INS INSULATE/ED/ION) RGD RIGID WCO WALL CLEANOUT CONSTRUCTION CODE STATEMENT This drawing and design layout is an instrument of services WD WOOD and the property of John Cunniffe,Architect.This drawing CM[i] CENTIMETER INT INTERIOR RH[2] RELATIVE HUMIDITY THIS DESIGN CONFORMS WITH THE RESIDENTIAL and design layout may not be reproduced or reproductions CM[2] CIRCULAR MIL INV INVERT RM ROOM WI WROUGHT IRON CONSTRUCTION CODE OF NEW YORK STATE - 2020 hereof used without the expressed written consent of John CMT CERAMIC MOSAIC TILE IPS IRON PIPE SIZE RNF REINFORCED/ING/MEN-0[1] WK WEEK AND ALL STEEL WORK UNDER ASCE 7-16 � Cunniffe,Architect. WL WIND LOAD CMU CONCRETE MASONRY UNIT JC JANITOR'S CLOSET RO[1] ROUGH OPENING 2020 IRC NYS ECC NYS COL COLUMN JT JOINT S[i] SIDE WM WIRE MESH It Is a violation of the law for any person unless acting under WO WITHOUT the direction of a licensed architect,to alter any item in any COMM COMMUNICATION K KILO- <THOUSAND> SAF SAFETY way. If any item on this document is altered,the altering COMP COMPRESS(E:D/ION/IBLE) KG KILOGRAM SAN SANITARY WP WPT WORKING WORKING POINT OOF(ED/ING) JOHN CUNNIFFE, RA architect shall affix to such items his or her seal and signature and notation"Altered by"followed by the architects'name, CONN CONNECTION[2] KSI KIPS PER SQUARE INCH SC SOLID CORE CONC CONCRETE KO KNOCKOUT SAT SATIN WR WATER REPELLENT date or alteration,and specific description of the alteration. CONST CONSTRUCT(ION) KW KILOWATT SCH SCHEDULE WS[2] WATERSTOP All dimensions and existingconditions shall be checked and WSHR WASHER CONT CONTINUE/ORS) KILOWATT HOUR SCRN SCREEN ENERGY CODE COMPLIANCE STATEMENT verified by the Contractor before proceeding with the work. CONTR CONTRACT(OR) L[1]L[i] LENGTH SD[1] SOAP DISPENSER � WEIGHT CORR CORRIDOR LAM LAMINATE(D) SD[2] STORM DRAIN WWF WELDED WIRE FABRIC CSK COUNTERS(IIVK/UNK) LAV LAVATORY SDL SADDLE XFMR TRANSFORMER[i] I HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL JOHN CUNNIFFE -ARCHITECT CUT CONSTRUCTION JOINT LB POUNDS SEC SECOND(S) YD YARD STATES THAT TO THE BEST OF MY KNOWLEDGE BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS AND OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE CU[1] CUBIC LL LIVE LOAD SECT SECTION ZN ZINC 2020 NYSECCC AND ANY AND ALL SUPPLEMENTS. John Cunniffe-Architect CUH CABINET UNIT HEATER LP[1] LOW POINT SEP SEPARAT(E/TION) 17 Hillside Road CUST CUSTOM LP[2] LOW PRESSURE SERV SERVICE Stony Brook, New York 11790 CW COLD WATER LT LIGHT SF SQUARE FEET 04 T 631 751 0590 CWK CASEWORK LVL LEVEL SHT SHEET JOHN CUNNIFFE, RA DB[1] DECIBEL LW LIGHT WEIGHT SHTG SHEETING DC DIRECT CURRENT M[1] METER SI[1] SQUARE INCHES ��RODCU�c'Sij, DEG DEGREES M[2] MOMENT<BENDING> SIAM SIAMESE CONNECTION EXISTING CONSTRUCTION STATEMENT DF DOUGLASS F'IR MAN MANUAL SIM SIMILAR DIA DIAMETER MATL MATERIAL[2] SK SKETCH DIM DIMENSION MAX MAXIMUM SLNT SEALANT THIS OFFICE AND ITS ACTING ARCHITECT FIND THE EXISTING FOUNDATION WALLS DL DEAD LOAD MECH MECHANIC(AL) SLV SLEEVE AND 2x4 WALL STUDS AND PLATES TO BE SUITABLE FOR ADDITIONAL LOADING PER DN DOWN MED MEDIUM SMP SIMPLE(X) NYS BUILDING STANDARD AND CODES- 2020 UNIFORM CODE SUPPLEMENT ��'9 030893 DO DITTO <THE SAME> MEM MEMBRANE SOL SOLID APPENDIX J SECTION 803.1. OF DPR DAMPER MET METAL[1] SPEC SPECIFY/ICATION) DR DOOR MFR MANUFACTURE(ER/ER'S) SPKL SPRINKLER DTL DETAIL MFG MANUFACTURING SPKR SPEAKER JOHN CUNNIFFE, RA PROJECT NUMBER: DUP DUPLEX MH MANHOLE SPL SPECIAL DW DISHWASHER MIL[1] THOUSANDTHS OF AN INCH SQ SQUARE SCALE: AS NOTED DWG DRAWING MIN[1] MINIMUM SS STAINLESSSTEEL[1] MECHANICAL EQUIPMENT STATEMENT DRAWING: EL ELEVATION MIN[2] MINUTE ST[1] STEEL ELEC ELECTRIC(AL) MISC MISCELLANEOUS ST[2] STORM ELECTRICAL, MECHANICAL SUB CONTRACTOR AND GENERAL CONTRACTOR ARE ELEV ELEVATOR MK MARK ST STL STAINLESS STEEL[2] RESPONSIBLE TO CONFORM TO CURRENT 2020 BUILDING AND ENVIRONMENTAL Symbols, Legends and Pricing Notes EMER EMERGENCY MM MILLIMETER STC SOUND TRANSMISSION COEFF. CODES AND ANY CURRENT SUPPLEMENTS IN RELATIONSHIP TO THE INSTALLATION EMT ELECT. METALLIC TUBING MO[1] MASONRY OPENING STD STANDARD REFER TO ALL HERS RATING INFORMATION PROVIDED. ENGR ENGINEERED/ING) MOT MOTOR STL STEEL DRAWING NUMBER: EP ELECTRICAL PANEL MRB MARBLE STM STEAM EQ EQUAL MTL[2] METAL[2] STOR STORAGE EW EACH WAY MTR[i] MOTOR STR STRUCTURE/AL) INSULATION & ECC COMPLIANCE '�' 1 EXG EXISTING[1] MUL MULLION SUP SUPPLY PROPOSED CONDITIONS. 2x6 WALLS= R19 BATT PROPOSED CRAWLSPACE WALLS= R5 ON EXTERIOR PROJECT NORTH PROPOSED FAMILY RM.AND KITCHEN FLOOR -R21 BATT PROPOSED FAMILY RM. ROOF -R30 VENTED PROPOSED KITCHEN. ROOF -CLOSED CELL R30 NON VENTED TABLE R602.3(1) TABLE R602.3(1) ALLOWABLE DEFLECTION OF No: Date: Description: FASTENING SCHEDULE FASTENING SCHEDULE-continued RAFTER AND TRUSS CONNECTION FORCES. STRUCTURAL MEMBERS NUMBER AND TYPE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER°'b'0 SPACING AND LOCATION 1 02.29.2024 For PDF Review ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER°,b'6 SPACING AND LOCATION Floor EXPOSURE B ULTIMATE DESIGN WIND SPEED V(MPH) - 140 STRUCTURAL MEMBER ALLOWABLE DEFLECTION 2 03.06.2024 For Review Roof 3-16d box(3 1/2"x0.135");or RAFTER SPACING ROOF SPAN (FT) ROOF PITCH ROOF PITCH 4-8d box(21/2"x0.113")or 24 2"subfloor to joist or girder 2-16d common(31/2"x0.162") Blind and face Wait < 5:12 > 5:12 RAFTERS HAVING SLOPES GREATER THAN 3 03.07.2024 For Preliminary Pricing 3-8d common(2 1/2"x0.1311;or 3-1/2"WITH NO FINISHED CEILING L/180 1 Blocking between ceiling joists or rafters to top plate Toe nail 3-16d box(3 1/2"xo.135");or 4 04.17.2024 For PDF Review 3-10d box(3'x0.128');or 25 2"planks(plank&beam-floor&roof) At each bearing,face nail 12 162 150 ATTACHED TO RAFTERS 3-3`4.131"nails 2 16d common(3 1/2„x0.162'� 18 209 194 5 06.12.2024 For PERMIT 3-16d common(3 1/2"x0.162') 24 255 237 INTERIOR WALLS AND PARTITIONS H/180 © Qg,Q$,2024 Amended PERMIT 4-8d box m 1/(2 / 1 . or" 4-10 box(3"x0.128"),or 3-8d common(21/2"x0.131 );or 26 Band or rim joist to joist End nail 28 287 266 2 Ceiling joists to top plate Per joist,toe nail 4-3"x0.131"nails;or 16"O.C. 32 319 295 For Window Bay 3-3'x box(3 ails 8'),or 4-3"xl4 ga.staples,7/16"crown FLOORS AND PLASTER CEILINGS L/360 3-3"x0.131"nails 36 351 325 4-10d box(3"x0.128');or 20d common(41'4.1921;or Nail each layer as follows:32"o.c 42 399 370 3 Ceiling joist not attached to parallel rafter,laps over 3-16d common(3 1/2'5c0.1621;or Face nail at top and bottom and staggered. 48 1 447 414 ALL OTHER STRUCTURAL MEMBERS L/240 partitions(see Section R802.5.2 and Table R802.5.2) 4-314.131"nails 10d box(3"4.1281;or 24"o.c.face nail at top and bottom EXTERIOR WALLS WITH PLASTER OR Ceiling joist attached to parallel rafter(heel joint) 27 Built-up girders and beams,2-Inch lumber 3"x0.131"nails staggered on opposite sides STUCCO FINISHES H/360 4 (see Section R802.5.2 and Table R802.5.2) Table R802.5.2 Face nail layers And: 2-20d common(4"x0.192");or Face nail at ends and at each splice EXTERIOR WALLS-WIND LOADS a. 4-10d box(3"xo.128� or 3-10d box(3"x0.1281;or p WITH BRITTLE FINISHES L 1240 5 Collar tie to rafter,face nail or 1 1/4"x20 ga.ridge strap to 3-10d common(3"x0.148');or Face nail each rafter 3-3114.131"nails rafter 4-3'k0.131"nails 4-16d box(3 1/2"xo.135');or EXTERIOR WALLS-WIND LOADS a. L/120 4-10d box(3" 0.128�;or 3-16d box nails(31/2"xo.135');or 3-16d common(31/2"x0.1621);or WITH FLEXIBLE FINISHES 3-10d common nails(3"x0.148'J; 2 toe nails on one side and 1 toe nail 28 Ledger strip supporting joists or rafters At each joist or rafter,face nail 6 Rafter or roof truss to plate or on opposite side of each rafter or 4-3"x0.131"Ha MINIMUM SPECIFIED COMPRESSIVE STRENGTH nails MINIMUM SPECIFIED COMPRESSIVE STRENGTH 4-10d box(3"x0.128');or truss' OF CONCRETE NOTE: L-SPAN LENGTH, H = SPAN HEIGHT CLIENTS 4-3"x0.1310 nails 29 Bridging or blocking to joist 2-10d box(3"x0.128"),or 2-8d common Each end,toe nail William and Joan Ferris (2 1/2'xo.131 ;or 2-3"4 THE WINDOW LOAD SHALL BE PERMITTED TO BE TAKEN TO 322 Bittersweet Lane 4-16d(3 1/2"x0.135");or AS THE O.T.TIMES THE COMPONENT AND CLADDING LOADS Cutcho ue, NY 11935 SPACING OF FASTENERS 3-10d common(3"x0.148");or 9 Toe nail DESCRIPTION NUMBER AND Intermediate TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL FOR THE PURPOSE DETERMINING DEFLECTION LIMITS HERE IN 4-10d box(3"x0.1281;or ITEM Roof rafters to ridge,valley or hip rafters or roof rafter 4-3"x0.131"nails OF BUILDING ELEMENTS TYPE OF FASTENER°,b,o Edges h supports°.° 7 (inches) (inches) NEGLIGIBLE MODERATE SEVERE b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN TWICE THE to minimum 2"ridge beam 3-16d box 3 1/2"xO.135"}�•or Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing LENGTH OF THE CANTILEVER. 2-16d common(3 1/2"xo.1621;or End nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] BASEMENT WALLS FOUNDATIONS AND OTHER PROJECT 3-10d box(3"x0.1281;or ' 3-31x0.131"nails 6d common(2"x0.113")nail(subfloor,wall)' CONCRETE NOT EXPOSED TO THE WEATHER 2,500 PSI 2,500 PSI 2,500 PSI 30 3/8"-1/2" 8d common(2 1/2"x0.13111)nail(roof);or RSRS- 6 12f Wall 01 (2 3/8114.113")nail(roof)i TABLE R301.5 16d common(3 1/2"4.162") 24"o.c.face nail 8d common nail(2 1/2"x0.131");or RSRS-01; , BASEMENT SLABS AND INTERIOR SLABS ON MINIMUM UNIFORMLY 8 Stud to stud(not at braced wall panels) 1 Od box(3"x0.128");or 31 19/32"-1" (2 3/8"x0.113')nail(roof)I 6 12 GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 PSI 2,500 PSI 2,500 PSI DISTRIBUTED LIVE LOADS IN POUNDS PER SO. FOOT 3"x0.131"nails 16"o.c.face nail 10d common(XxO.148)nail;or 6 712 16d box(3 1/2"x0.135"};or 32 1 1/8"-1 1/4" 8d(2 1/2"x0.131')deformed nail 12' o.c.face nail USE LIVE LOAD 9 Stud to stud and abutting studs at intersecting wall corners 3"x0.131"nails Other wall sheathings BASEMENT WALLS, FOUNDATION WALLS, (at braced wall panels) EXTERIOR WALLS AND OTHER VERTICAL 2,500 PSI 3,000 PSI 3,000 PSI 16d common(31/2"4.162") 16"o.c.face nail 1 1/2 galvanized roofing nail,7/16"head UNINHABITED ATTICS WITHOUT LIMITED STORAGE 10 1/2"structural cellulosic fiberboard "g g CONCRETE WORK EXPOSED TO WEATHER � 16d common(3 1/2"x0.162') 16"o.c.each edge face nail 33 sheathing diameter,or 1 1/4"long 16 ga.staple with 7/16"or 3 6 0 10 Built-up header(2"to 2"header with 1/2"spacer) 1"crown UNINHABITED ATTICS WITH LIMITED STORAGE 20 16d box(3 1/2"x0.135") 12"o.c.each edge face nail PORCHES, CARPORT SLABS AND STEPS J 25/32"structural cellulosic 1 3/4"galvanized roofing nail,7/16"head diameter, EXPOSED TO THE WEATHER AND GARAGE 2 500 PSI 3 000 PSI 3 500 PSI 5-8d box(2 1/2"x0.113");or 34 fiberboard sheathing or 1 1/2"long 16 ga.staple with 7116'or 1"crown 3 6 HABITABLE ATTICS WITH FIXED STAIRS 30 11 Continuous header to stud 4-8d common(2 1/2"x0.1311;or Toe nail SLABS 4-10d box(3"x0.128") 1 1/2"galvanized roofing nail;staple galvanized, CD a) M 35 1/2"gypsum sheathingd 1 1/2"long;1 1/4"screws,Type W or S 7 7 BALCONIES (exterior)AND DECKS 40 C 16d common(3 1/2"x0.162') 16"o.c.face nail (A)AT 28 DAYS PSI _3 `- 36 5/8"gypsum sheathingd 1 3/4"galvanized roofing nail;staple galvanized, 7 7 B SEE TABLE 301.2 1 FOR WEATHER POTENTIAL FIRE ESCAPES 40 '- 12 Top plate to top plate 10d box(3"x0.1281;or 1 5/8"long;1 5/8' screws,Type W or S ( ) ( ) • < W 3"x0.131"nails 12' o.c.face nail (C) CONCRETE IN THESE LOCATIONS MAY BE SUBJECT TO FREEZING AND THAWING U } Wood structural panels,combination subfloor underlayment to framing GUARDS AND HANDRAILS 200 D DURING CONSTRUCTION SHALL BE AIR ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (D) 8-16d common(3 1/2"x0.1621;or 6d deformed 2"x0.120" nail;or L � Face nail on each side of end joint ( ) 6 12 (D) CONCRETE SHALL BE AIR ENTRAINED TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE) � a� 12-16d box(3 4.12 ");or;or minimum 24"lap splice length 37 3/4"and less 8d common(2 1/2"x0.i31'�nail GUARD IN-FILL COMPONENTS 50 � m 13 Double top plate splice 12-10d box(3"x0.128"};or ( g SHALL NOT BE LESS THAN 5%OR MORE THEN 7% cc � m O 12-3114.131"nails each side of end joint) 8d common 2 1/2"x0.131"nail;or L ( ) E SEE SECTION 402.2.2 FOR MAXIMUM CEMENTITOUS MATERIAL CONTENT 38 7/8"1" 6 12 ( ) U 8d deformed(2 1/2'x0.12o1 nail PASSENGER VEHICLE GARAGES 50 CV +3 (F) FOR GARAGE FLOORS WITH A STEEL TROWELED FINISH, REDUCTION OF THE TOTAL AIR CONTENT (n (V � (continued) /1 M V TABLE R602.3 1 -continued 39 1 1/8"-1 1/4° 1od common(3"x0.148'1 nail;or 6 12 (PERCENT BY VOLUME OF CONCRETE)TO NOT LESS THAN 3%OS PERMITTED IF THE SPECIFIED V ( ) 8d deformed(21/2"x0.120")nail COMPRESSIVE STRENGTH OF THE CONCRETE IS INCREASED TO NOT LESS THAN 4,000 P.S.I. ROOMS OTHER THEN SLEEPING ROOMS 40 O FASTENING SCHEDULE For SI:finch=25.4 mm,1 foot=304.8 mm,1 mile per hour=0.447 m/s,1 ksi=6.895 MPa. SLEEPING ROOMS 30 L � ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER a,b•c SPACING AND LOCATION 16d common(31/2"x0.162') 16"o.c.face nail Bottom plate to joist,rim joist,band joist or STAIRS 40 70 14 blocking(not at braced wall panels) 16d box(3 1/2"x0.1351;or 70 3"x0.131"nails 12"o.c.face nail Bottom plate to joist,rim joist,band joist or 3-16d box(3 1/2"x0.135");or 3 each 16"o.c.face nail 15 blocking(at braced wall panel) 2-16d common(31/214.162");or 2 each 16'o.c.face nail 4-3"x0.131"nails 4 each 16"o.c.face nail 4-8d box(2 1/2"x0.113");or 3-16d box(3 1/2"x0.135');or TABLE R301.2 (1) 4-8d common(2 1/2"xo.1311;or Toe nail CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA 4-10d box(31'x0.1281;or 4-3"xo.131"nails I (f---3"DIA.VENT THRU ROOF 3"DIA.VENT THRU ROOF---*I 16 Top or bottom plate to stud ROOF ROOF WIND DESIGN SUBJECT TO DAMAGE FROM 3-16d box(3 1/2"x0.135");or SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN GROUND This drawingand design layout is an instrument of services 2-16d common(31/2"xo.162");or End nail SNOW DESIGN DESIGN UNDERLAYMEN HAZARDS FREEZING ANNUAL and the property of John Cunniffe,Architect.This drawing 3-10d box(3"x0.128'1;or WIND TOPOGRAPHIC SPECIAL WIND WINDBORNE CATEGORY NEATHERING FROST LINE TERMITES REQUIRED INDEX TEMP 3-3"x0.131"nails LOAD SPEED EFFECTS REGION DEBRIS ZONE DEPTH TEMPS TYPE X and design layout may not be reproduced or reproductions P 3-10d box(3"xo.128");or hereof used without the expressed written consent of John 17 Top plates,laps at corners and intersections 2-16d common(3 1/2"x0.162");or Face nail ATTIC 20PSF MODERATE YES F.E.M.A. & Cunniffe,Architect. 3-3"xo.131"nails < 140 NO NO NO C SEVERE 3'-0" TO HEAVY 11 d. 36" N.F.I.P. FLOOD N/A 52.1 d. MAP No. It is a violation of the law for any person unless acting under 3-8d box(21/2"x0.113");or 36103CO359 H the direction of a licensed architect,to alter any item in any 2-8d common(2 1/2"x0.131');or Face nail way. If any item on this document is altered,the altering 18 1"brace to each stud and plate 2-10d box(3"x0.128"};or 2 staples 1 3/4" MANUAL J DESIGN CRITERIA architect shall affix to such items his or her seal and signature and notation"Altered by"followed by the architects'name, 3-8d box(2 1/2"x0.113');or FAMILY ROOM MODIFIED KITCHEN ALTITUDE DESIGN HIGH date or alteration,and specific description of the alteration. 2-8d common(2 1/2"x0.131');or Face nail DISH ELEVATION LATITUDE WINTER SUMMER CORRECTION INTERIOR DESIGN TEMPERATURE TEMPERATURE 19 1"xs"sheathing to each bearing 2-10d box(3"4.128');or WASHER HEATING COOLING FACTOR TEMPERATURE COOLING DIFFERENCE All dimensions and existing conditions shall be checked and 2 staples,1"crown,16 ga.,1 3/4"tong BAR SINK SINK 40'N 12.5 DEG 84 DEG 1 70' 75' (db 63'wb) 57.5 verified by the Contractor before proceeding with the work. 3-8d box(21/2"x0.113');or WIND WIND 3-80d box(3(21/ "o131'},or COOLING TEMPERATURE VELOCITY VELOCITY COINCIDENT DAILY WINTER SUMMER DIFFERENCE WET TUB RANGE HUMIDITY HUMIDITY JOHN CUNNIFFE -ARCHITECT 3 staples,1"crown,16 ga.,1 3/4"long FIRST FLOOR HEATING COOLING 20 1'x8"and wider sheathing to each bearing Wider than 1"x8" Face nail 9 15 7.5 71.5 M 30% 45-55% 4-8d box(2 1/2"x0.113");or LJohn Cunniffe-Architect 3-8d common(2 1/2"x0.1311;or - = M 17 Hillside Road 3-10d box(314.128');or TO SEPTIC Stony Brook, New York 11790 4 staples,1"crown,16 ga.,1 3/4"long SYSTEM EXISTING HOUSE TRAP T 631 751 0590 Floor 4-8d box(2 112"x0.1131;or 21 Joist to sill,top plate or girder 3-8d common(2 1/2"4.131');or 3-10d box(3'x0.128");or Toe nail ��c.RE CARC',S, 3-3"x0.131"nails CRAWL SPACE \�o��0' U,yN����j�C� 8d box(2 1/2114.113") 4"o.c.toe nail 22 Rim joist,band joist or blocking to sill or top 8d common(2 1/2"x0.1311;or plate(roof applications also) 10d box(&W.128");or 6"o.c.toe nail 3"x0.131"nails 1 PLUMBING RISER DIAGRAM 3-8d box(2 1/2"x0.1131);or SCALE: N.T.S ��q 030893 23 11'x6"subfloor or less to each joist 2-8d common(2 1/2"x0.1311;or Face nail OF 3-10d box(3"x0.128');or 2 staples,1"crown,16 ga.,1 3/4"long (continued) PROJECT NUMBER: SCALE: AS NOTED DRAWING: NAILING SCHEDULE PLUMBING RISER DIAGRAM AND CODE DATA DRAWING NUMBER: T2 PROJECT NORTH No: Date: Description: 1 02.29.2024 For PDF Review 2 03-06.2024 For Review 3 03.07.2024 For Preliminary Pricing 4 04.17.2024 For PDF Review 5 06.12.2024 For PERMIT © 09.08.2024 Amended PERMIT For Window Bay BRACED WALL LINES AND PANEL CALCULATIONS AS R602.10 WIND ADJUSTMENT FACTORS USED PER TABLE R802.103M 1.00(EXPOSURE CATEGORY B,1 STORY STRUCTURE) — 1.00 ROOF AT&-V BWL B BWL B 0.90 WALL HEIGHT ADJUSTMENT ANY STORY 1.00(2)BRACED WALL LINES C ADJUSTMENT FACTOR WILL BE USED"Sr CLIENTS CONTINUOUS RIM FULL HEIGHT BLOCKING CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING FOOT OR END JOIST CONTINUOUS ALONG LENGTH OR END JOIST MEMBER DIRECTLY ABOVE ® 16" O.C. ALONG MINIMUM LENGTH OFINDMDUAL BRACED WALL PANELS PER TAKE 802.105 I I I William and Joan Ferris OF BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL METHODCS-WSP:AT B'FIRST FLOOR WALL ADJACENT TO WINDOW REQUIRES 24'x.975�23.4•BRAE LL NGTH. METHOD CS-WSP:AT 9 FIRST FLOOR WALL ADJACENT TO 84'DOOR REWIRES 35.975"34.2'BRAC W L NGTH. 0, a 322 Bittersweet Lane METHOD CS—GB: -- FASTENERS AS PER TABLE R702.3.5 N �2—t6d NAILS EACH SIDE PROPOSED Cutchogue, NY 11935 IT I 8" OC AT THE EDGE AND IN THE FIELD FOR NAILS T d I 16" OC FOR SCREWS ( 1 5/8" TYPE W OR S ) --�-- DECK r `7 PROPdSED U NAILS TO BE 13 GAUGE 1 3/8" LONG 19/64 HEAD, a FAMav'nooM. MINIMUM TOTAL LENGTH OF INDIVIDUAL BRACED WALL PANELS REQUIRED ALONG EACH BRACED WALL AS TABLE 00 I II 0.098 DIAM.1 1/4" LONG ANNUALAR—RINGED, U I 50 COOLERS OR GYPSUM BOARD NAILS 8d 0 6" O.C. ALONG Reaz.msn) 0.086 DIAMA 1 5 8 LONG 9 32" HEAD. 8d ® 6" O.C. ALONG TOE NAIL 3-8d NAILS FOR FIRST FLOOR: C / " / BRACED WALL PANEL 8d 0 6" O.C. ALONG BRACED WALL PANEL 8d ® 6" O.C. ALONG AT EACH BLOCKING MEMBER I PROJECT BRACED WALL PANEL BRACED WAIL PANEL SWLW METHOD CS-WSP WITH 2O4r SPACING REQUIRES B'xA75-4.a METHOD CS—WSP: +8'-0'OF CS•WSP PROVIDED-COMPLIES I I I I I I AS PER TABLE R602.3(3) BRACED WALL PANEL BRACED WALL PANEL BWL B)METHODCS•WSP WITH2O-I SPACING REQUIRESSxB75-4.a I I I 11 EXTERIOR SHEATHING ATTACHED BRACED WALL PANEL I WITH 8d COMMON NAILS BRACED WALL PANEL BRACED WALL PANEL +b'4"OFC9-WSP PROVIDED-COMPLIES (0.131x2.5" LONG) 3-1Cd ® ILL OC ALONG BWL(1) METHOD CS-WSP WITH 30-0'SPACING REQUIRES Fx.975"4.8 M N I I I I I I AT 6" O.C. ON EDGE AND 12" O.C. BRACED WALL PANEL 3-16d ® 16" O.C. ALONG 3 — 16d ® 16' QC ALONG +5'-0 OF CS-WSP PROVIDED•COMPLIES N IN FIELD BRACED WALL PANEL BRACED WALL PANEL 3-16d ® 16" O.C. ALONG 3-16d 0 16" O.C. EACH BWL A U BWL A BRACED WALL PANEL BLOCKING MEMBER BW4 tm METHOD cs.WWSPPR�OVIDED BCOMP�WIREssxsrs-4's CS- CS- I I II II II WSP WSP CONTINUOUS RIM OR ' END JOIST CONTINUOUS RIM OR 2-9 16-4 1/2" END JOIST BWL1 BW2 /A 2-16d NAILS EACH SIDE C I FULL HEIGHT BLOCKING ADDITIONAL FRAMING \ O CONTINUOUSOF BRACED ALONG ALL PNEL TH MEMBER DIRECTLY BELOW `—FULL HEIGHT BLOCKING � }J II II I 2x4 or 2x6 STUD WALL BRACED WALL PANEL ® 16" O.C. ALONG CZ WALL PANEL /� 2-2x80TTOM PLATE W ( LO -- — "0 �+ CZ FIGURE R602.10.8(2) FIGURE R602.10.8 1 BRACE WALL PLAN T FASTENING REQUIREMENTS FOR BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN •(n z BRACED WALL PANEL AS PER PARALLEL TO FLOOR f CEILING PERPENDICULAR TO FLOOR f CEILING � TABLE R602.3.(3) FRAMING FRAMING CIO m o 1 2 3 U) p Simpson 1-1/4" gatv.x20 gage H2A Stud To Rafter coil strap with (5) Sd common Connector SIMPSON H2A nails in each end at each rafter. 1) T7 at each Rafter. With `0 Typical Metal �5� 8d x 1-1/2" nails in Rafter /V Strapping WINDOW HOR 2 8d x 1-1/2" nails in plate 4 Ft Perimeter U.at Openings 5 8d x 1-1/2" nails in Stud 4" O.C. Zone Panel Field PROVIDE ® STRUCTURAL RIDGES Horizontally attached Nail spacing Schedule Sailing Each rafter t h Each side plywood sheathing Schedule Dw 1 of Ridge to hove o g Simpson LSU skewable hanger. shall have Solid Blocking 0 all Plywood Joints SIMPSON H2A Solid blockingbetween at each Rafter. With rafters attaced to to / 1-1/4"x20 Gage Metal Coil ((5)) Sd x 1-1 2" nails in Rafter p (2) 8d x 1-1 2" nails in late Strap with (5)-8d common Waifs plate with 8d nails ® 6" o.c. (( )) / p in each end. catch jack studs , along length of braced wall 5 8d x 1-1/2" nails in Stud and window or door Header. Comer Holdowns panel' Typical each side and ALL Look Out Blocks windows and doors. ° Refer to plans Less than Gable End Wall ° This drawingand design layout is an instrument of services far equations or Equal if required to 12" and the property of John Cunniffe,Architect.This drawing RIM JOIST BLOCKING BETWEEN RAFTERS 0 BRACED WALL PANELS and design layout may not be reproduced or reproductions IRC 602.10.8.2(1) NTS RAFTER—TO—STUD CONNECTOR & hereof used without the expressed written consent of John Solid sawn joist and rafter Sill Strapping ZJACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS—LOOKOUT BLOCKS Cunniffe,Architect. See details on NTS RAFTER TO RIDGE STRAP IRC 802.3.1 notching and boring limits. this page. VTYPICAL ELEVATION NTS IN LIEU OF RIDGE STRAPS It is a violation of the law for any person unless acting under NTS WALL TO HEADER STRAPPING PROVIDE MIN, 2x4 COLLAR TIES ® EACH RAFTER the direction of a licensed architect,to alter any item in any NTS NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD OF THE ATTIC SPACE AND ATTACHED 4J 6 ::7 2-1/2" LONG $ 9 way. If any item on this document is altered,the altering TO THE RAFTERS WITH 4-8D NAILS architect shall affix to such items his or her seal and signature EACH END and notation"Altered by"followed by the architects'name, date or alteration,and specific description of the alteration. 3"SQ.x 5/16"WASHERS All dimensions and existin conditions shall be checked and 1-1/4"x20 gage G-185 &END NUT SETUP g Galvanized Strap verified by the Contractor before proceeding with the work.with (5)—Bd common Waifs DOUBLE SILL PLATE ON at each stud, wrap under sill COPPER TERMITE SHIELD 11 sirunail il y be back of each cOVER W/SILL INSULATION Z 3'-0"II O.C. (110 MPH) 611 MIN NOTCH the plywood OR directly to 2-6 O.C. (120 MPH) 12 MAX JOHN CUNNIFFE -ARCHITECT DEPTH <'1/4d HOLE EDGE Studs. 5/8"DIA.ANCHOR DISTANCE >5/ BOLTS(TYP.) 'r `. _ John Cunniffe-Architect STUD POURED CONCRETE II I I� II I 17 Hillside Road _/ I_ O Z Stony Brook, New York 11790 ° FOUNDATION WALL , T 631 7510590 PLATE n ' C° HOLE EDGE U° DISTANCE >5/8" Use 1-1/4" Metal `< SECTION Coil Strap 20 Gage (5) 8d common nails NOTE. PLAN �,FZED ARC In EACH END at EACH Stud. 1.USE 5/8"DIA ANCHOR BOLTS W/MINIMUM 7"EMBEDMENT INTO �\Gj ��0• CU/yN/��r/� FOUNDATION—SILL—STUD CONCRETE W/a"SQUARE x 5/6"WASHERS AND END NUT ASSEMBLY. 4 8d ® 6" o.c. Along STRAPPING 2.ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED ..{ Braced Wall Panel BY HOLD DOWNS FOR SHEAR WALLS. Applies to Garage Wall and 3.ONE ANCHOR EOLT IS TO BE LOCATED BETWEEN 6"MINIMUM TO FIGURE R602.10.8(1)Stud notching and boring limits. Slab on Grade Construction 12"MAXIMUM FROM ENDS CAN CORNERS NTS STRAPPING IN CONTACT WITH CONCRETE OR MASONRY .� WALL To WALL STRAP SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION ,� 030893 OR GALVANIZED STEEL COATED WITH A MINIMUM OF •9 OF NE`I'I NTS 1.8 OZ. OF ZINC PER SQUARE FOOT OF STEEL, DETERMINED 10 11 12 BY USING THE ASTM A 90 TRIPLE SPOT TEST. 13 14 4"x20 gage G-1$5 ALL THRESHOLD CAREFULLY PROJECT NUMBER: 1-1 / 9 FLASHED do CAULKED TO I Hot Dipped Galvanized Strap Xat each o LING a with (5)-8d common nails PREVENT. I SYSTEMCOMP�SVINYITE L RAILING AS NOTED 0 o and nail to backaof under sill each silt. WATER INTRUSION I IP AND SCALE: oCONTINUOUS FLASHING �I AND COLUMN�COVER RAIL HDU5 o Strap may be attached OVER DRAWING: 00 0 W (8)) 1//4"x1-1-1/2" the plywood OR directly to EXTENDED I COLUMN CAP. MEET RCNYS SOS 5Cf2EWS I FOR CODE ALLOWABLE LOAD: 1,825 LBS Studs. PAST JOIST HANGER COMPOSITE OR GALV. DECK HANGER WOOD DECK HEATED JAI x4 TREATED POSTS BRACE WALL CONNECTION CODE DATA SIMPSON LUS26 ® 2X6 LAG BOLTED TO JOIST SIMPSON LUS28 02X8 AS PER MANUFACTURES SPECIFICATIONS. 1/2" THREADED ROD 3-16d ® 16" O.C. Along p COUPLER NUT AND Braced Wall Panel SIMPSONLU X1 2xJOISTS I LOCK DIA. GALV BOLTS W/ 1/2" ANCHOR BOLT o FIGURE R602.10.8(1) LOCK WASHERS. DRAWING NUMBER: o a ° o ° — SIMPSON DDT GALV. 2xRIM JOIST DOUBLE DECK TENSION TIE STUD E TIE MIN 2 LOCATIONS -----SIMPSON H2.5 AT T3 Preservative—treated EACH JOIST barrier required for SIMPSON L'A • connectors in contact h a° °p SIMPSON BC with treated wood WITH (16) 10D NAILS 1I °o °° ° v° 2 X P.T. LEDGER; ONE SIZE GREATER DST GIRDER ALLOWABLE LOAD: 1,205 LBS „ , �,. 17 o°o THAN JOIST AND NO GREATER CONNECTOR C • , a THAN THE DEPTH OF BAND JOIST PROJECT NORTH A'TTACHp qTO BAND JOIST WITH SIMPSON CORNER TYPICAL HOLD-DOWN BETWEEN TABU/ ;Ali:2IAG SCREWS PER IRC Up of lag screw shall fully extend beyond HOLDOWN @ BOX FRAMING FIRST AND SECOND FLOOR FOUNDATION—SILL—STUD the inside face of the band joist. ALLOWABLE LOAD: 1,8525 LBS NTS STRAPPING LEDGER BOARD ATTACHMENT TO BAND JOIST DECK AND RAILING DETAIL 16 NTS 1 7 18 19 N.T.S. 20 N.T.S. I I No: Date: Description: FOUNDATION AND CONSTRUCTION NOTES I I I 1 02.29.2024 For PDF Review - I 1) INTERIOR AND EXTERIOR FOOTINGS,SLABS,AND WALLS SHALL BE 3000 PSI CONCRETE —I L. — — — — — — — — — — — — — — — — — — — — — — — UNLESS OTHERWISE NOTED.GARAGE SLABS SHALL BE 3,500 PSI. 2 03.06.2024 For Review I 2) FOOTINGS BELOW COLUMNS TO BE 24"X24"X12'UNLESS OTHERWISE NOTED. 3 03.07.2024 For Preliminary Pricing 3) CONTRACTOR TO VERIFY SOIL BEARING CAPACITY TO BE NOT LESS THAN 2000 PSF. 4 04.17.2024 For PDF Review i— NO FOOTINGS OR SLABS ARE TO BE CAST ON UNCONTROLLED FILL,LOOSE SOIL,ORGANIC 5 06.12.2024 For PERMIT ( I I MATERIAL,FROZEN GROUND,MUD,CLAY OR OTHER UNSUITABLE MATERIALS. IF ANY OF THESE SITUATIONS ARE PRESENT IT SHOULD BE BROUGHT TO THE ATTENTION OF THE © 09.08.2024 Amended PERMIT I F- _ _ — — — — —— — — — I I I i ENGINEER. For Window Bay I I I 4) CONCRETE SHALL BE AIR-ENTRAINED WITH AN AIR CONTENT NOT LESS THAN 5%OR I I I i I I i MORE THAN 7%. I I I I I I 5) IF CONCRETE IS DELIVERED IN AN OUTDOOR TEMPERATURE LOWER THAN 40 DEGREES F I I I I I IT SHOULD BE HEATED TO INSURE THAT IT WILL ARRIVE AT THE JOB SITE HAVING A i I 1 I I I TEMPERATURE OF NOT LESS THAN 60 DEGREES F OR GREATER THAN 85 DEGREES F. 6) IF IT LOOKS AS THOUGH THE TEMPERATURE OF THE AMBIENT AIR WILL FALL BELOW FREEZING FOR 3 CONSECUTIVE DAYS,COLD WEATHER CONCRETE SPECIFICATIONS WILL NEED I I i 1 f I i TO BE FOLLOWED.CONTACT ENGINEER IF THIS IS GOING TO OCCUR. EXISTING SLAB I I EXISTING GARAGE I 7)THE ADDITION OF ANY ADMIXTURES TO CONCRETE SHALL BE APPROVED BY THE EXISTING UNFINISHED FOR SCREEN PORCH I i SLAB I ENGINEER. BASEMENT TO REMAIN I 1 8) ALL REBARS TO BE GRADE 60 KSI STEEL AND SHALL BE FREE OF RUST,SCALE AND CLIENTS I I I I I 1 I DIRT. William and Joan Ferris 4"CONCRETE SLAB, 3,500 PSI I I 9) ALL REBARS SHALL BE SECURELY TIED IN PLACE AND ADEQUATELY SUPPORTED. ALL 322 Bittersweet Lane 1 I I OVER 6 MILL VAPOR Cutcho I I I I BARRIER AT BASEMENT I ( REBAR SPLICES TO BE MINIMUM 40 BAR DIAMETER. REBAR SHALL BE CONTINUOUS gue, NY 11935 I I SLAB ELEVATION I ( THROUGH CORNERS WITH SPLICES LOCATED NOT CLOSER THAN 3'FROM CORNERS. 10) ALL FOOTINGS ARE TO HAVE THEIR REBAR PLACED NO CLOSER THAN 3"TO THE 1 PROPOSED CRAWL SPACE I SUPPORTING SOIL. 1 ( I i@— 3 30 I4"CONCRETE SLAB 3,500 PSI A1.0 IOVER 6 MILL VAPOR I 11) NO WEIGHT SHALL BE PLACED UPON FOOTINGS OR WALLS UNTIL 7 DAYS AFTERPROJECT R 2 X 8 — — J I BARRIER AT BASEMENT PLACEMENT AS LONG AS THE CONCRETE STRENGTH HAS REACHED 2500 PSI OR BY L - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - — - - - - - - -DROP - - — SLAB ELEVATION I I I ENGINEER'S APPROVAL. T r �_ I 1 12) CONTRACTOR TO NOTIFY ENGINEER FOR INSPECTION OF FORMED FOOTING AND II PROPCN�ED I I I I 2 N I I FOUNDATION WORKAND SHALL INCLUDE WATERPROOFING AND OUT-SULATION BOARD. i I CRAWL SPACE I I I o o PROP. PRO . ( I A1,0 0 I I 13) BACK FILLING AGAINST FOUNDATION SHALL NOT TAKE PLACE UNTIL FIRST FLOOR IS III III CRAWL CRAWL I ANCHORED TO FOUNDATION. BACKFILL MATERIAL SHALL BE CLEAN COURSE SAND. I ( z1 STL LALY COLUMN-II a I I I I ;°SPACE SPACE — — — — — — — — — — — — — — — — — — — — — — — — — — —1 EQUIPMENT USED FOR BACKFILLING SHALL NOT COME CLOSER TO THE WALL THAN THE (n II III III w I 1 >1 1 io AND FOOTING p I 1 HEIGHT OF THE BACKFILL. = 11 III III SEE DETAILNo.2 IIo I I I — — —(� - - - -J - - - - - -cc — - - - - - - - - - - - - - - - - - - - - - - - J 4 I III LL w I II I I THIS SHEET I I o I - FLUSH 14) ALL FOOTINGS TO REST ON VIRGIN UNDISTURBED SOIL. IF SOIL IS DISTURBED, 0 °� II III p a III I � I i L — \ \ — — — — —� — MECHANICAL COMPACTION TO 95%RELATIVE COMPACTION IN SOIL LIFTS NOT EXCEEDING 6" II III Q0III I I N� II I I I I I 'U.: j 15) CONCRETE WALL DESIGN ASSUMES BACKFILL IS WELL DRAINED. Cz II III 00 III I I pv nn\\ LO II 111 III I L I _f i I I I O+ 16) ANCHOR BOLTS TO BE 5/8"X 12""J"SHAPED,HOT DIPPED GALVANIZED OR W N g) I I I STAINLESS STEEL LOCATED 32 ON CENTER UNLESS OTHERWISE NOTED AND A MAXIMUM OF � _ T III III I I PROPOSED 4"c6NCRETE SLAB 1 I ( I 1 I U Q 12"FROM ALL CORNERS. PROVIDE NOT LESS THAN TWO(2)ANCHOR BOLTS ON ANY ONE r r' II III III I " 3,00dPsl _'ED SILL.ANCHOR BOLTS TO HAVE NUT AND WASHER TIGHTENED TO SILL.WASHERS SHALL BE A I O 1 1 I I I co " " "MINIMUM OF 3/16 X 3 X 3 SQUARE PLATE WASHERS UNLESS OTHERWISE SHOWN. O Z �� 11 I I OVER 6MILL VALOR BARRIER 3 I 1 I I I N BOLTS TO BE LOCATED DOWN THE CENTER OF THE SILL PLATE.DEVIATION OF MORE THAN Cl) N 2x8 ACQ FLR JSTS 1 I I I M 11 1 — — — r 1-1/2"IS NOT BE ACCEPTABLE. C: 1 16"o.c. 2x8 ACQ FLR JSTS I 2x 8 FLR JOISTS 2x 8 FLR 081 S , II III 11- 16"o.c. I I 12"o.c. III I o °) 12" .c. RELO OIL VENT r 17) PROVIDE(1)#4 REBAR CONTINUOUS REINFORCING AT TOP OF ALL FOUNDATION WALLS. m ,0 —I— I I AND INTAKE EDGE. PROVIDE CONTINUOUS #4 REBAR FROM BOTTOM OF WALL TO TOP OF WALLTO TOP '�1 CM III 111 7 TIT�I — 3 OF WALL EVERY 36". � N � I BE — — �. � � HERE A2.0 �,r� U II III � III 111 ZI 1 I O 1 I 18) PROVIDE(3)#4 REBAR CONTINUOUS REINFORCING IN WALL FOOTINGS PLACED 3" I I IIIcc w 1— �o i 6 FROM SOIL AND 4"FROM OUTSIDE FOOTING EDGE UNLESS OTHERWISE SHOWN. O II III U. w lit >1 II III O a. a f 1IX I 19) PROVIDE ROLL ON BITUMINOUS DAMP PROOFING MEMBRANE AT ALL NEW FOUNDATION WALLS 11 III 1 I n III M EINFORCED POURED IN PLACE o 00111 I CONCRETE WALL I1I1 IIIIII � IIIIII I I III v 3,500 PSI � OVER 8"DEEP REINFORCED HDU�I ORNER I SPREAD FOOTING-T-0"BELOW GRADE 11 I HOLRIQOWNS R5 RIGID INSULATION OVER BITUMINOUS 11 I - - - - - - - - - - - - - - - - �j 1 DAMP PROOFING HOSE BIB MATCH EXISTING BILCO COVER 6-7" 6'-7" 2-4 1/4" This drawing and design layout is an instrument of services and the property of John Cunniffe,Architect.This drawing and design layout may not be reproduced or reproductions 4'-3" 4'-3" +/-V.I.F 3'-10 1/2° hereof used without the expressed written consent of John Cunniffe,Architect. 16-2 3/4" 12-4 1/2" It is a violation of the law for any person unless acting under the direction of a licensed architect,to alter any item in any 28'-71/4" way. If any item on this document is altered,the altering architect shall affix to such items his or her seal and signature and notation"Altered by"followed by the architects'name, date or alteration,and specific description of the alteration. 1 PROPOSED FOUNDATION PLAN All dimensions and existing conditions shall be checked and verified by the Contractor before proceeding with the work. SCALE: 1/4" = 1'-0" JOHN CLINNIFFE -ARCHITECT John Cunniffe-Architect 17 Hillside Road CALL 811 Stony Brook, New York 11790 FOR UTILITY MARK OUT T631 751 0590 PRIOR TO THE START OF ED ARC, J"ANCHOR BOLTS SEE DETAIL No. ANY EXCAVATION WORK ���o�a D' CUN _.% 14/SHT lv ) PROVIDE COPPER TERMITE SHIELD AND SILL SELLER o ° NEW 4"CRAVIL SPACE SLAB LEGEND 030893 OVER 6 MILL VAPOR BARRIER 'q OF NE`tJ COLD ROLL ON _ _ EXISTING WALLS TO BE DEMOLISHED BITUMINOUS DAMP PROOFING �/ I811 I AND1"RIGID INSULATION EXISTING DOORS TO BE DEMOLISHED R ?A)EWEI) FOUNDATION PLAN 2'-0"X2'-0"x12"DEEP CONCRETE FOOTING ° ° ° NO.4 REBAR EVERY 48"O.C. , = SCALE: AS NOTED (3)ECUALLY SPACED No.4 ° PROPOSED SLAB ° \ = 8 EXISTING WALLS TO REMAIN DRAWING: REBARS IN EACH p n ° a DIRECTION 3"FROM ° ° L BOTTDM ° REINFORCED CONC.FOOTING So / 3,500 PSI WITH (3) CONT.No.4 ° ° % // /\\/ EXISTING DOORS TO REMAIN . O 3-1/2'LALLY COLUMN a ° EXISTING FOUNDATION WALL a a REBAR AND No.4 REBAR EVERY 24" PRIMED ° Q ° o.c.REBAR 3 FRONT FACE OF \1_4" ° ° #5 REBAR EPDXY SET TO ° ° Q CONC. PROPOSED WALL CONSTRUCTION EXISTING F.W.EXTENDING T DRAWING NUMBER: 21 -�/011 EACH SIDE EVERY 10"VERTICAL NEW F.W. NEW DOORS 2 FOUNDATION PINNING DETAIL FOUNDATION PINNING DETAIL 4 FOOTING / F.W. DETAIL PROJECT NORTH SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" P i EXISTING LIVING ROOM No: Date: O I I e• Description: II 1 02.29.2024 For PDF Review EXIST. 2 03.06.2024 For Review EXISTING BATH 3 03.07.2024 For Preliminary Pricing HALL Roots 4 04.17.2024 For PDF Review 5 06.12.2024 For PERMIT © 09.08.2024 Amended PERMIT For Window Bay 36"REF EXISTING KITCHEN EXISTING GARAGE EXISTING (WOOD FLOOR) SCREENED IN PORCH ON MASONRY FLOOR REMOVE CEILING TREATMENTS I COOK TOP EXHAUST AND WALLBOARD -J 3'-8" I POP UP VENT AND REPLACE WITH L� I AND DUCT TO RIM JOIST/EXTERIOR EXISTING NEW WALLBOARD PROPOSED D p CLIENTS FAMILY ROOM IISLAND 1 00 10 I 16'x 6' 1 1 � I William and Joan Ferris O D O I 322 Bittersweet Lane — - — — — — Cutchogue, NY 11935 3 2'-4" 10'-8" 2'-111/4" WOOD A2.0 POSTS 4 x 6 WXLL I I I I WOOD OVEN I I 1 PROJECT 3)1.75 x 9.5 LVL's WITH�(1] "STEEL D OPPED _ _ (2)1-75 x 16"LVL UPSET — —POSTS I I 1 LREMOVE STEPS I I I I I N ( I I _ - - - - �1 I II � � � r _ �2) 2 x 6 RAFTER TIES I � I I I I o co C - - - - � 1- - - -� m of o � � E.P. N X II w� MC14 I I to > fD O O I II VELLUX EM 30"x 48" I 1 1 C 13'-11 1/2" L — — — —I I 1 11 RN O ,0 = o _ (2) 2 x 6 RAFTER TIES_ // RELO ELEC. FiT RE SE METER HERE `V L- 0 .00 2 0 PROPOSED a r J �EXISTING I �PROPOSED zJ � (D N0 BI DECK > 3:FAMIL` ROOM -LL LL � �— TREX DECKING r. > EXTENSION �` ` 1 W \ / r ci w ■� , . CD `n WOOD F� ORING °� I-''W x (D }' II I ' � ) w = Z _ (2) 2 x 6 RAFTLER TIES— g Cn C - - - - }— N N O 0 N I — — 4 to ( M L Cz m U rVELLUX I I I I r X 130"x 48" I I I 6 C: cr) U N l._ - - - -I I t h s ■ x 6 RAF�rER TIES LO 141 DEEP PLANT JOG SH LF+30'ABOVE LO Q (2)2x10 HDR (2)2x10(HIGH) (2)2x10 HDR HOSE BIB HDU5 CORNER HOLD DOWNS 16-2 3/4" 2'-6" 9'-10 1/2" 28'-7 1/4" This drawing and design layout Is an Instrument of services and the property of John Cunniffe,Architect.This drawing A2.0 and design layout may not be reproduced or reproductions 1 PROPOSED FIRST FLOOR PLAN hereof used without the expressed written consent of John Cunniffe,Architect. SCALE: 1/4" = 1 J-0" It is a violation of the law for any person unless acting under the direction of a licensed architect,to alter any item in any way. If any item on this document is altered,the altering architect shall affix to such items his or her seal and signature and notation"Altered by"followed by the architects'name, date or alteration,and specific description of the alteration. EXISTING GABLE ROOF All dimensions and existing conditions shall be checked and ROOF OVER EXISTING SHED TO REMAIN verified by the Contractor before proceeding with the work. EXISTING SCREEN PORCH DORMER ROOF TO REMAIN TO REMAIN JOHN CUNNIFFE -ARCHITECT EXISTING ATTACHED GARAGE John Cunniffe-Architect ROOF TO REMAIN 17 Hillside Road Stony Brook, New York 11790 THIS TRIANGULAR SECTION T 631 751 0590 IS A"LAY OVER" WITH FALSE BASTARD VALLEY D ARC, CUH �'/Jt� J r 8 w Q . 03089.3 I VELLUX r a: OF I 30"x 48" x to LEGEND us 01 PROJECT NUMBER: F _ s 5D)SER ES. EXISTING WALLS TO BE DEMOLISHED SCALE: AS NOTED DRAWING: lj EXISTING DOORS TO BE DEMOLISHED PROPOSED FIRST FLOOR PLAN ' I T_]E141111) AND ROOF PLAN 1'6' ox. 30 6 EXISTING WALLS TO REMAIN DRAWING NUMBER: VELLUX K S LE GUTTER AND DOWNSPOUTS EXISTING DOORS TO REMAIN 30"x 48" PROPOSED WALL CONSTRUCTION ■ 1 ROOF ASSEMBLY: 30 YEAR ASPHALT SHINGLE ROOFING 15"FELT PAPER /ICE AND WATER SHIELD TO CODE J"EXTERIOR GRADE SHEATHING NEW DOORS PROJECT NORTH RAFTER BAFFLES 2 x 12 ROOF RAFTERS 16"o.c. 2 PROPOSED ROOF PLAN J" BATE INSULATION P � PAINTED WALL BOARD SCALE: 1/4" = V-0" I i No: Date: Description: 1 02.29.2024 For PDF Review 2 03.06.2024 For Review 3 03.07.2024 For Preliminary Pricing 4 04.17.2024 For PDF Review 5 06-12.2024 For PERMIT — --- - -- A 09-08.2024 Amended PERMIT For Window Bay aoF e� _ _ _ _ _ _ _ _ _ _ _—_ CLIENTS—_ _ - — - - - - - - - - � —TO REMAIt�I- — William and Joan Ferris - - EXISTING SHED 322 Bittersweet Lane DORMER TO REMAIN TURN UP 12"ICE 3 Cutchogue, NY 11935 12 6 AND WATER / 91 SHIELD FLASHING / — — UNDER SHINGLES ❑ _ EXISTING ATTACHED GARAGE PROJECT � � TO REMAIN 2 � // �---�r CX13 CX13 FIXED FIXED 5 RE ED WI OW �� �� ❑ � I I CX145 CX145 CX145 CX145 4 U RELO ELEC. O nhnmr)WHITE CEDAR METER HERE -E--+ -19 = = = = = _ — — — — — — — — — — — — — — — — — — — — — — — P — — IF 70 Z (Z m Cq U C- 1 PROPOSED REAR ELEVATION 2 PROPOSED SIDE ELEVATION i SCALE. 1/4 — 1 -0 SCALE: 1/4" = 1'-0" � 70 LjL Q KEY NOTES - SEE ELEVATIONS This drawing and design layout is an instrument of services and the property of John Cunniffe,Architect.This drawing CORE VENT RIDGE VENT and design layout may not be reproduced or reproductions 600 SERIES. O GAF ARCHITECTURAL SHINGLES -30 YEAR hereof used without the expressed written consent of John STRAP EVERY Cunniffe,Architect. RAFTER OVER RIDGE It is a violation of the law for any person unless acting under MATCH O SBS OR MAIBEC WHITE CEDAR SHINGLES TO MATCH HOUSE the direction of a licensed architect,to alter any item in any 2 x 8 ROOF RAFTERS HOUSE 12 way. If any item on this document is altered,the altering AND 2 x 6 CEILING JOISTS M 9D architect shall affix to such items his or her seal and signature NO VENTING AVAILABLE r ROOF ASSEMBLY: O ALL NEW PVC RAKE BOARDS, FASCIA AND VINYL VENTED SOFFITS and notation"Altered by"followed by the architects'name, 30 YEAR ASPHALT SHINGLE ROOFING date or alteration,and specific description of the alteration. PROVIDE CLOSED CELL SPRAY � 15' FELT PAPER /ICE AND WATER SHIELD TO CODE WHERE APPLICABLE FOAM TO R30 12 /� EXISTING j/ 2 2 x 6 RAFTER TIES "EXTERIOR GRADE SHEATHING ALL WINDOWS AND DOORS SHALL BE NEW ANDERSEN O All dimensions and existing conditions shall be checked and 4 / SECOND FLOOR RAFTER BAFFLES 400 SERIES UNLESS OTHERWISE NOTED. -SEE SCHEDULE. verified by the Contractor before proceeding with the work. .__ 2 x 12 ROOF RAFTERS 16"o.c. SHOWN 2x EXIST. 8 FJ"s R30 GATT INSULATION WITH CASING- PROVIDE 1 x 4 PVC CASING AND AZEK SIMPSON H2A "PAINTED WALL BOARD HISTORIC SILL WITH HORNS. WALL CONSTRUCTION EVERY RAFTER � (2)1.75 x 16"LVL � JOHN CUNNIFFE -ARCHITECT ASSEMBLY: UPSET AND LAGGED TO O TREX DECKING TREADS AND RISERS WHITE CEDAR R&r SHINGLES EXISTING RIM JOIST r VINYL VENTED SOFFITS / \ / 17HillsidennRoad Cunniffe-Architect y"APA SHEATHING PROVIDE HANGERS TO 2x6 WALL STUDS 16"o.c. 4 ALL FLOOR JOISTS o R19 GATT °0 WALL CONSTRUCTION Stony Brook, New York 11790 PAINTED WALL BOARD \ / iI WHITE CEDAR R&r SHINGLES T 631 751 0590 PROPOSED FAMILY ROOM Y2'APA SHEATHING 2x6 WALL STUDS 16"o.c. EXISTING EXTENSION R19 BAIT ��REB ARC — FIRST FLOOR " PAINTED WALLBOARD \� 0. CAI R21 ATT EXIST.2 x 8 FJ"s 2 x ROOF RFTS'ER 6"o.c. R21 GATT �� PROPOSED 4"CONCRETE SLAB ' e 8"REINFORCED POURED IN PLACE PROPOSED PROPOSED OVER 6MILL VAPOR BARRIER CRAWLSPACE CONCRETE WALL 3,500 PSI ' 1 Q CRAWLSPACE 030893 OVER 8"DEEP REINFORCED L �0 8"REINFORCED POURED IN PLACE SPREAD FOOTING 4-0"BELOW GRADE I CONCRETE WALL 3,500 PSI OF Nt`' PROVIDE R10 RIGID INSULATION AND OVER 8"DEEP REINFORCED EXTERIOR OF FOUNDATION/CRAWLSPACE WALL 1 SPREAD FOOTING 4-0"BELOW GRADE FULL HEIGHT. R5 RIGID INSULATION OVER BITUMINOUS EXISTING BASEMENT DAMP PROOFING PROJECT NUMBER: — — SCALE: AS NOTED DRAWING: PROPOSED ELEVATIONS AND BUILDING SECTIONS 3 PROPOSED BUILDING SECTION AT KITCHEN ADDITION 4 PROPOSED BUILDING SECTION THROUGH FAMILY ROOM SCALE: 1/4" = V-0" SCALE: 1/4" = 1'4' DRAWING NUMBER: A2mO PROJECT NORTH