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HomeMy WebLinkAbout50526-Z Of SOUryo�o Town of Southold * * P.O. Box 1179 53095 Main Rd `r�ou►m N�'ic Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45941 Date: 02/05/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 535 Birch Ln Cutchogue,NY 11935 Sec/Block/Lot: 83.-1-2 7 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated:'03/01/2024 Pursuant to which Building Permit No. 50526 and dated: 04/09/2024 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 covered entry and finished basement, to existing single family,dwelling as applied for. The certificate is issued to: Michael Gagliano,Denise Gagliano Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50526 01/15/2025 PLUMBERS CERTIFICATION: Tight Lines Plumbing 01/14/2025 L uth iz Si ature 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#: 50526 Date: 04/09/2024 Permission is hereby granted to: Michael Gagliano 22 Argyle PI Rockville Centre, NY 11570 To: Construct additions and alterations to an existing single-family dwelling as applied for to include a new gas burner and egress well in the unfinished basement. Amended 6-25-24to include a heat pump HVAC system as applied for. Ame_rtded125_to egalize a�finshed-_asement and closet addition Premises Located at: 535 Birch Ln, Cutchogue, NY 11935 SCTM#83:1-27 Pursuant to application dated 03/01/2024 and approved by the Building Inspector. To expire on 10/09/2025. Contractors: Required Inspections: FRAMING/STRAPPING, Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $860.50 CO-ALTERATION TO DWELLING $100.00 ELECTRIC $175.00 AMENDMENT TO PERMIT $0 AmFee-7_0U" Total $1,772.50 J& I�jui ldiflq �►`Y��eC{'OR �suFFo� o TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE IS, ao�� � 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#: 50526 Date: 4/9/2024 Permission is hereby granted to: Gagliano, Michael & Denise 22 Argyle Ln Rockville Centre, NY 11570 To: Construct additions and alterations to an existing single-family dwelling as applied for to include a new gas burner and egress well in the unfinished basement. Amended-6-25,2�to inclua_e_a�hea#_pump HVAC sys emf as�appiiedfo At premises located at: 535 Birch Ln, Cutchogue SCTM #473889 Sec/Block/Lot# 83.-1-27 Pursuant to application dated 3/1/2024 and approved by the Building Inspector. To expire on 10/9/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $860.50 CO-ALTERATION TO DWELLING $100.00 ELECTRIC $175.00 �y--AMENDMENT TO-PERMIT-F -_ $0 Q,O Total: $1,135.50 �r Building Inspector o��suFFQ' i, TOWN OF SOUTHOLD a Gym BUILDING DEPARTMENT z TOWN CLERK'S OFFICE oy • 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#: 50526 Date: 4/9/2024 Permission is hereby granted to: Keldany, Marie 535 Birch Ln Cutchogue, NY 119351829 To: Construct additions and alterations to an existing single-family dwelling as applied for to include a new gas burner and egress well in the unfinished basement. At premises located at: 535 Birch Ln, Cutchogue SCTM # 473889 Sec/Block/Lot# 83.-1-27 Pursuant to application dated 3/1/2024 and approved by the Building Inspector. To expire on 10/9/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $860.50 CO-ALTERATION TO DWELLING $100.00 Total: $960.50 Building Inspector oF so�ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 c nit ouffm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Michael Gagliano Address: 535 Birch Ln City: Cutchogue St: NY Zip: 11935 Building Permit#: 50526 Section: $3 Block: 1 Lot: 27 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Harbor System Group License No: 44252ME SITE DETAILS Office Use Only Indoor 517 Basement I✓ Service Solar (— Outdoor 1st Floor FV Pool r Spa 17- Renovation 2nd Floor F Hot Tub r Generator r Survey Attic r Garage Battery Storage (— INVENTORY Service 1 ph Heat Duplec Recpt 56 Ceiling Fixtures 4 Bath Exhaust Fan 3 Service 3 ph r Hot Water Gas GFCI Recpt 13 Wall Fixtures 8 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 71 CO Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors 1 Disconnect Switches 33 4'LED Exit Fixtures Other Equipment: Fridge, DW, Micro, Hood, Oven, W/D Notes: Two Story w/ Finished Basement r January 15, 2025 Inspector Signature: X Date: Sean Devlin Electrical Inspector sean.devlin(C-)town.southold.ny.us 535Bi rchHouseElectric Town Hall Anner. Telephone(631)765-1802 54375 Main Road AFv 11 t.P.O.Box 1179 Vi Southold,NY 11971-0959 JAN 1 5 2025 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 6,nn�2 (o Owner: 71eyil C=21 Q0 &1A—0 I U (Please print) Plumber:::_ l bA- /--,i (W- I U fy),h (Please print) I certify that the solder used in the water supply system Zcontains� s than 10 of I 0%Xo lead. (Plumbers Signature) Sworn to before,me this day of r�kK) 20 SSA k4 ............ STATE OFIVEwy ORK •C) NOTARYpUsUd, Qualliedin co z Notary Public CQounty Suffolk Couoly. ,;-.41AW443138' OE SOUIyo� * # TOWN OF SOUTHOLD BUILDING DEPT. cou 631.765-1802 - INSPECTION o� [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] 00UNDATION 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: A . S K - o [A v t"4e vromAl 0? �m �Lf DATE 0 INSPECTOR OF SOUTyo� 5 * # TOWN OF.S UTHOLD B LDING DEPT. couNr+N�'' 631-765-1802 IN 'P I ON [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ a,'1 RAMING /STRAPPING [ ] .FINAL [ ] . FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ' [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] -ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS_ : 5s -6- vie 24cit DATE INSPECTOR SOUTyo�o TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 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: ok, 0 c0�P�2 DATE INSPECTOR OE 50Ulyolo # TOWN OF SOUTHOLD BUILDING DEPT. coUNn Ni°' 631-765-1802 INSPEC ION [ ] 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 I �M/ RE ARKS- qVrn6v f Fl DATE INSPECTOR raF SOUlyolo # # TOWN OF SOUTHOLD BUILDING DEPT. °ycoo ,0 631-765-1802 cos INSPEC ON > * [ ] FOUNDATION 1ST/ REBAR [ ROUGH PLBG. [ ] FOUNDATION 2ND. [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE..& CHIMNEY f ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION _[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: l IV14, W wgt+a. ' use tile* awl - IV46.1- 4t 44 AMA rD DATE � INSPECTOR Of souTyo� # # .TOWN-OF SOUTHOLD BUILDING DEPT. cou 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: ..�' .d (I 17< VATE *104 INSPECTOR OF SOUK°� * # : TOWN OF.SOUTHOLD BUILDING DEPT. ",oumN 631-765-1802 IN-SPEC 10-N [ ] FOUNDATION 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: NPA w- Inf[VfnblM7 .- D DATE if '3D INSPECTOR OF SOUTyO SO e� 4-0 `4,-5 1�- eA G� * # TOWN OF SOUTHOLD BUILDING DEPT. y'rou 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 j�,ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: AS L10 IAII O'IA Q elf a, o�� wl�I _ G� - ltiro/' +a CC f JIG Iti�Q d Co 410 a a -/a m,7 vo !16 v,,( v/'�b 2 t2w&l I /I eat ' • rn ARr MISJIA-01I on ✓J'� AcJ ,Q �c A 0,!a • SZ r-3 6L ire DATE 1 ZLI. INSPECTOR oe souryO� # # TOWN OF SOUTHOLD BUILDING DEPT. 'rou -631-765-1802 i6o ,z;'�— 1 NSPECTI=ON [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH 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 [ j PRE C/O [ ]. RENTAL REMARKS: Wm la * PO4 o Ida AV DATE tf INSPECTOR OF SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. o �a� 631-765-1802 , ID >-14 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] F NDATION 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: 0�%0 DATE INSPECTOR �o,*pFSOUTyO6 JY # # TOWN -OF _OUTHOLD"BUILDIN D coum, 1--765-1802 I NSPECTION [ . ] 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: Z Ewa &Ao _Q 15��,A;q 7-( o " DATE INSPECTOR OF SO(/jyo�o * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 Qe�c 6� i PE T1 INS C O [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: MW try nvUK� (� c 9w Y(hl& tkl� al4il � Cam' ��s✓I � DATE INSPECTOR SOUTH BAVD ENGINEERING PLLC J AN - 8 2025 Department January 7110, 9 of Southold New Hampton Homes 12 Little Neck Rd, suite 201 Centerport, NY 11721 RE: 535 Birch Lane Cutchogue, NY 11935 Insulation cert To Whom This May Concern: Please accept this letter as my certification, which to the best of my knowledge and information,the insulation installation conforms to the James De Luca Architect plans design- dated 12/18/24 with R-19 batt Insulation in the walls and R-38 batt insulation in the ceiling. If you should require further information regarding this, please do not hesitate to contact me. Regards, of NE{N yo C-2 Qy`ER s 9 9 r � W Fp 093829 A90FESSIONP� Christopher Sanders, P.E. 405 Arcadia Drive West Islip,NY 11795 516-403-7290 1 e` A `3.v r � r �_ -•�^�1+W, -_ °__ �►.. �.+Ca� - _. �<. ~III � - , Z r� v IL ,y � e 4 t. , y ���..-�,b,(,fit �y.. ��♦ � 4 � a .K� '"4.,b ,.Asa .�}�:S� .1.,�.f,� a .T - •���' ,• 1 7 T l ••` :, �,:.�. �, �:��: ,E>.;�, . ��: �. �: Y�, � r ',��-' _ �� V" �� 'I, �R7 L '4 A011mamst wOM © OZ Ln (114 iL I, ,_�� s r i�,,nil l� � �I t � .. ' 1 _�I i ', t ��!. •' -: •�: I ,, n Ir..T 1 °: .. i ' 30 1 Tv1E 110Y t THE 110Y nT1PEo NOM ' _ .i. L TWO 0 0,� o o� o,o� I TYPE a, cs. No 70f]111 U iMOCPN ® W ip - 1015 015" 5Lj Lj m �► rMN�r�I it I !Mir won loom I - -...�.r.rNrMM�M�• t„'� �� • � ,. �t '��* - ' �� �. _ � fJ� J•. .. ,...�,Z �, \� N'�,�. �� s, T7 tf. L `:'��' �. I � i�r— � I ___- ' ~ _ _/ --- .�_� � �. tom` _ 1`,. --- .� � � - i � i �.' �` i .� .. .i. _ 1, �.�. • � • • COMMENTS FOUNDATION FOUNDATION(2ND) WE y: • ROUGH PLUMBING �i��liJ..' M tv � W I Am►�I Ef I •_ • . . �►� �. ���WW w ADDITIONAL C• • i FORD,i TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 has://www.southoldtowmy.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. 5c)�5 tp.- Building Inspector: MAR Applications�an "applications'w ".Owners 0wne Date:2/28/24 (R OF Name:Denise Qclgliano SUM#1000-083-00-01-00-027-000 Project Address:535 Birch Pu!0P9qq,_NYJ.1935 Phone#:3103391706 _ Email:Denise.gagliano47@gmail.com Mailing.Add.ress:2 2 Argyle_F!qcp,_Rockville Centre,_NY , USA CONTACT PERSON - a t Name:.Michael DAn elo 9 -------- ------ Mailing Address:12 Little Neck Road ff_!1721 Phone#:631-626-4005 Email Email info@newhamptonhomescom DESIGN fRQffSS1101qALINFORMATION Name:Jarnes De Luca Mailing Address:M29'r Main-Street.Cold Spring.Harbor, NY 11724 Phone#:631-367-7011 Email:tmmac@hotmaii.com CONTRACTOR FT Name:Michael D'Angp1q, Ma I iling Address:1 21ittle Neck Road,_ q#q_gQ1,,Centerport, NY 1721 Phone#.631-626-4D05_ __ Email info@newhamptonhomes.com DESCRIPTION OF PROPOSED' CONSTRUCTLON ONewStructure RAddition INAlteration 11 Repair 0 Demolition Estimated Cost of Project: Cother $450,000 Will the lot be re-graded? DYes @No Will excess fill be removed from premises? DYes NNO 7 PROPERTY INFORMATION. l Existing use of property:ReSldeCltlal. Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? DYes INNo IF YES,PROVIDE A COPY. Q CheNc BOX After Readpng The owner/contractor/design professlona!Is'responslble'for a!I drainage and;stortn water Issue§as provided by Chapter 236 of the Town Cede ApPE1CAT10N 15 HEREBYBAA�E to the BuIldingDepartmer�t for the issuance;of a Building Permit pursuant.to the 7iuitding Zone y Ordlgance of the Town of Southold,Suffolk,County,Ned►Yark and otherapplipble l aws,Ordinances or Regulations,for the eonstrtitietion of buildings F addftlons,afteratlans orforremoval"or demolition as heieln desedbed The appl7eant,agrees to complywitFi all applicable laws,'ordlnances,.bulkiing housleYg code and.regulatlons and toadmit authoNzedlnspectorsan premises and in,bullding(sl'for rteo3ssary inspections False`statemeritsmade herelnare`. 00i3hable as;a Class A misdemeano pursuant to Seedon:210.45 of-the Newyork State<Penal,LauV _ p ; Application Submitted By(pr n e): •chael D'Angelo BAuthorized Agent ❑Owner Signature of Applicant: MAPo Date• STATE l STATE OF NEW YORK) OF NEW YORK '•Q SS: c + NOTARY pUgUC S < ; Qualified in N a' COUNTY OF � ?n Suffolk County off ,QIMA64CI3 l� bein" t ►6�1t> ` efses and says that(s)he is the applicant (Name of individual signing contract)above med, /�'''�•uuuna��"'� (S)he is the ®h''I7 ire&�1� (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 Af 202-4 Notar—Pubfic PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) i,- Denise Gagliano residing at 535 Birch Lane Cutchogue, NY 11935 Michael D'Angelo do hereby authorize to apply on my behalf to the Town of outhold Building Department for approval as described herein. Del f a alto 02/29/2024 own K t ignatu're Date Denise Gagliano Print Owner's Name 2 C LS Q BUILDING DEPARTMENT-Electrical I pec sffY �O�O C�Gy TOWN OF SOUTHOLD 2r72� o _ Town Hall Annex- 54375 Main Road - Pie%4, 1179 a . Southold, New York 11971-095�ivst,���?Porffn., Telephone (631) 765-1802 - FAX (631) 765-9562414014 pit 1 i jamesh(aD-southoldtownny-gov— sea ndCD-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 5/14/24 Company Name: Harbor Systems Group Inc. Electrician's Name: Jonathan Smith License No.: ME-44252 Elec. email: harborsystemsgroup@gmail.com Elec. Phone No: 631-754-8050 0 1 request an email copy of Certificate of Compliance Elec. Address.: PO Box 261 Northport, NY 11768 JOB SITE INFORMATION (All Information Required) Name: Michael D'Angelo Address: 535 Birch Lane, Cutchogue, NY 11935 Cross Street: Duck Pond Road Phone No.: 631-626-4005 Bldg.Permit#: 50526 email: info@newhamptonhomes.com Tax Map District: 1000 Section:083 Block: 01 Lot: 027 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Add additional 180 SQFT and renovate existing 1400 SQFT. Square Footage: 11,980 Circle All That Apply: Is job ready for inspection?: ❑ YES 7 NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES FV NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑NewService❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals M 1 2 D H Frame Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION )5 I aOl aH i �vSuffO(,�`o BUILDING DEPARTMENT-Electrical Inspector O G�1 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 z Southold, New York 11971-0959 Telephone (631) 765-1802-fAX (631) 765-95d2 iamesh southoldtownny.gov-- seandCcDsoutholdtownn ov APPLICATION.FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1/0.g Company Narne: 144(tl sk-, V- Ae Electrician's Name:, License No.: Elec. email: • 41 1 i Como l:_. Elec. Phone No: GNU (, $ ❑I request an email-copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: 6A if;; i4 Address: Cross Street: 'tI 'I � � Phone No.: (a-4 BIdg.Permit#: 3` 5-51L(a email:,&A �N Tax Map District- , - 1.000" :: Section: Block: Lot:' BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square:,Footage:77 Circle All That Apply: Is job ready for inspection?: YE8 f NO 0 Rough In dFinal. Do you need a Temp Certificate?: YES ffNO Issued On , Temp Information: (All information required) Service SizeF]1 Ph❑3 Ph Size: A # Meters Old-Meter# ❑New Service[]Fire Reco.nnectE]Flood Reconnect Service ReconnectOUnderground.[]Overhead # Underground Laterals 1 2 H Frame El Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: 3 RI(I-144 Switches Outlets - GFI's Surface = y Sconces - ,o HH's - I UC Lts 5 'Fridge - / HW - POOL Fans - Mini Fr. W/D _ I I Panel"-'- 1 �30 / Pump - -1 Exhaust - .3 Oven -ems Sump Heater I _46'r• Smokes DW - Generator Trnsfmr — 1 __ ►z�/ Salt-Gen. - 1 Carbon Micro - Gr_bDi.s __ Wate.(,Bond - 1 S-A:WqL. ,Lights 1IV ,Heat - Pucks HOT TUB/SPA Inst Hot DeHum Transfer- Disc Combo - Cooktop Minisplit Blower AC *, AH _ Hood =. / Blower Service Amps .20PA Have Used Sub Amps Have Used Comments l�1 p„y ,p .. IK�PL�oc�F' ��i It�1 Town.Hall Annex .�° �� Telephone(631)765-1802 54375 Main Road �, - Fax(631)765-9502 P.O.Box 11.79 Southold, NY 11971-0959 ,r BUILDING DEPARTMENT. NOTICE OF UTILIZATION OF TRUSS TYPE'CONSTRUCTION..PRE-ENGINEERED. li . - ;. WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: February 18th; 2024 Owner: Michael and Denise Gagliano 'f Location of Property: 535 Birch Lane Cutchogue, NY 11935 ;$ Please take.notice that the (check applicable line): New commercial or residential structure X Addition to existing.commercial or residential structure. Rehabilitation to an existing commercial or residential structure 4 to.be constructed or performed at the,subject property reference above,will utilize' (check.applicable.line) Truss:type construction (TT) X Pre-engineered wood construction (PW) Timber construction (TC) in-the following location(s) (check applicable line): -Floor framing, including girders and beams (F) ' Roof framing (R) X floor and roof framing (FR) .;q Signature: - .o -Name (person submitting this form): Michael D'Angelo, New Hampton:Homes Capacity(check applicable line): Owner X Owner representative ' TrussReg15.docx Effective 1/112015 ,; �. 41 ell 6=� i3 . _ _� ` � , a ran E ,iri It( 4"'tc: of �A-1-7M ` '�:� Th sew1).p;� s9'I:�s;osa+i And, vieter su�.p1Y L"k d�Y `l'rarc�l� + P,1.Y. }QCl� .� have been ot F ! r�, ;�,,,�„ ;t.,1.C1,L and f ound to bo tit!,,"IfI"cictr '. .,� M AREA: ;? ,�]�,'� ;,'3. _'�. 04% • +" chief of General r.-18;illeeri.zts D1ireD: N rR SE�rvicL�s � 7 } , r�l r `ut R c , (? f nODECr 13 0 �L��p v IVV _.•�' £,M--- iI / m , ,.- 1 SCALE: $Qr I u as ; ritl� cfi, 4AIITMORIM AL1HIw/WN UN ^Du111U, (Jh0.) j i �1 0 THIS WRVEY,IS A VIOLATION Of ` Boom 720 OF THE NEW YORK Sul "AIDS LAW, OPP"OF THIS SURVEY OW NOT WANn ON Ow SURVEYOR'S Item SEAL OR AAtt CTA 00350 SEAL SHALL NOT N CON61Dfm. OR S A VALID TRUE,COPY. -AMF40.ee) 1A1'SROW MOUSE? -MTAY'2'3,1983. ,,4L , 603AN'M WDICAnD HEREON SHALL NUh MY TO THE PERM FOR WHOM THE RW%• IS ECPAND,AND ON HIS BEHALF TO',IN, Mms COWpAW u"OVEtlNMENTAL AL$ V .. INSTITUTION LISTID HEREON,Anr, 90 THE AS&TABS OF THE LielNG Mpt ttalm.auft NTEti ARE MAP Q1'�+-� I....ar 16.... _ Is��a�►'�L ,r • �o to,�TLaHAI IN6TiTUtIcf.N��,at�F ". ><. -MA CX- Of�'..�:,R i4ff-t;.„S AT CUt' CUt rr ; '»*J td':. AT TzcataazIc w�►rI "1 L1YL.,P. c. CUTCHOGUE SIi}rF+.Cp•011PT.cw HKA a• # '/► 1CNT INTilZNT ®' FOR APPROVAL OF COMMMOM $i+lV THIS WATER SUPPLY AND StWAGE welpOaAU SYSTEMS FOR TI+IIS R1901- DATE: tn'cl. r 1 t' ty1�',I�QI� WILL CONF'OOM TO THE 1 .s _ H.S.t4Et=. NO,: 121' so— 141 ST/LkDA012 OF SUFFOLK CO. DEPT. ( . OP.14RALTH, SERVNCiES. , ` APPROVER): i 1 17` _—� t AP C.LCANT ''1 .. a .. �;&.:a+.., .. .,. .�:¢? .x i,.i. 'f. ..1?� .#t`a'•�z...,..E!v"a..._.���.e: �o.....;�t. s_: .. .. .�. .. . l 9tim Co. HLALTH DEPT.APPROVAL H.S. NO. OWNER: AREA: DEED. '- / r' Z. �. L�) r'•/ w: IBC fc_� �- 1� * (_ U • SCALE: `_� , •� l}t _=_�_ l't'IG}Yi:It1tF Yti' IC �, (t r fin_ E. !-o' .-Z�_d. 1�'ei� 3 Vy1ti' �"�"21 x w ►"AUTHORRM)ALTERAPEOM OR AEIDMft O � I •.:.. `4` 70 THIS SURVEY i5 A VIOLATION OF {SECTION 7209 OF THE NEW PORK STATE EDUCATION LAW. ACIPIES OF THIS SURVEY MAP NOT 6EARiNG 1,011AND SURVEYOR'S INKED SEAL OR ti EMROSSED SEAL SHALL NOT EE CONSIDERED 10 BS A VALID TRUE COPY. �Q GUARANTEES INDICATED HEREON SHALL RUN w'Sy ONLY TO THE PERSON FOR WHOM THE SU;,V" t 1$PREPARED,AND ON HIS BEHALF TO TTiI 1TILE COMPANY,GOVERNMENTAL AGENCr WIDING INSTITUTION LISTED HEM04, At i TITLE CBII;TlF. 10 THE ASSIGNEES OF THE LENDING-Ri.• I tUTION,GUARANTEES,ARE NOT TRA:W' t 10 ADDITIONAL INSftfunnnc. I owNEas, STAMP SEAL. CO. _4 , RODISRICK VM TUYL, P. C. LIC.LANDS R E<YElAIl.O1QlSB R' , N.Y. i ` TWAT HOLE SUFF.CO. DEPT.'OF HEALTH X&RVICE6 STA'I' IANT 2v INTENT i b. i FOR APPROVAL OF CONSTIRUCTION ONLY 1 TH$ WATZ* SUPPLY AND SEWAGE Jr DATE: DISPOMAL SYSTEMS FOR THIS RESS[- . 1 _,,.,I� ge�...,, , DEN Cc WILL CONFORM TO THE � H.S. REF. NO.: STAIi1DAAtDN OF SUFI*OLK CO. DffPT, OF H LTH. SERVICE'S. �Gi..oGvGtl� c'r/�lib•�4 APPROVED: APM!LICAN'I tom• DATE OF POOL STAKE SET: JULY 15, 2024 SURVEY OF DATE OF PROPERTY CORNER STAKE OUT: AUGUST 8, 2024 DATE OF FINAL SURVEY: JANUARY 7, 2025 LOT 12 MAP OF BIRCH HILLS TOWN OF SOUTHOLD FILED ON JULY 19, 1967 AS MAP No. 4908 SI TUA TE CUTCHOGUE, TOWN OF SOUTHOLD GLEN COURT SUFFOLK COUNTY, NEW YORK TAX No. 1000-08300-0100-027000 SCALE 1"=30' o OCTOBER 31, 2023 AREA = 21,424 sq. ft. I N52°26'20"E 140.00, 1 N 0.492 aC. tl, rN,r LOT 11 FE�p6YYO��.BE POB MTS 0 S 0.PN <G I SE�25)EE 170.9'S A F3T10EO LIB O N ;14.' tl b So OfE 1.1EI �uPOOL. CQIC.M AD AFE 1.]'E OSI O O V C\(mac/ 21.2, N 19.6 ROPANE TN N ui to CQ COX(0,1 °�" 1�5mRY8,9' 53.2' Z CATE a\ FL LOT(12 p4' —LH P\V �QA 1 HOUSE STORY wPyy v yT� r No.535 A�p GQv TOOP Tax Map Lot 33.1, �LTRIP N/O/F of tr U a`r l� vut TAM cARACE STOOP esTEPs ��` ��O ERTAN YENICAY 8 STEPS cone. 10 25.' H APRON ff RETARH. WALL < W GRAVEL DDRIVEWAYyt fE 0.1E ./SHONE OIRB ly Q r7 o PAVER.'A AY i�7 \ I/) r7 Nm� r- DATE CAP , Z �O �dl f'7 aazw 3*N A PE110E LOT 13 µ,T ) Mrs 1' 0.69'FUUL I I S46°4450"W LEGEND: • REBAR & CAP FOUND — — — OVERHEAD UTILITY WIRES q!D UTILITY POLE EM m ELEC. METER - STAKE SET ® DRAIN GRATE AERIAL LAND SURVEYING, D.P.C. NOTE LOCATIONS AND DaSTENCE OF ANY 53 PROBST DRIVE SUBSURFACE UTIUTIES AND/OR STRUCTURES NOT READILY VISIBLE,ARE NOT CERTIFIED. THE SHIRLEY, NY 11967 CERTIFICATIONS HEREON ARE NOT TRANSFERABLE PHONE: 833-787-8393 E—MAIL: SURVEYSOAERIALLANDSURVEYING.COM ............._.._._....::......_... WEBSITE: WWW.AERIALLANDSURVEYING.CON THIS SURVEY IS SUICT TO ANY EASEMENT OF RECORD AND ANY OTNEA PERTINENT FAC15!NH A TITLE SEARCH MIGHT aSe10SE DISTRICT:1000 LOT:027.000 BLOCK:01.00 SECTION:083.00 UNAUTIHardan/ITERATION OR AOORION TO A SURVEY YAP 8E-4RNO A MAP/FILE NO.: 4908 �T 09 slmlvs 'N z�OF ITH E r�Tic SSTATTE ED OF ARDUUamN ux •Copes kenl 1M od,nd of Mb mmy map not mortal Nd a'igV or Me Iad.u"e,al.ftw..d>hl.a"h...ed rod ehdl mt M MAP OF: "BIRCH HILLS TOWN OF SOUTHOLD" .w"d.aIa w.ea{ C�1 A el en ndwled hr.m.qmr Aae fAb.u"e��a prgared n acmdma.lUr Ne ng Cade of PraaU°e b lad 9re.r.O=W br IAe N.e Yes Sid.M.°daU°n of Pnf.YoM lad SarwY.. Stl M:.U.n.NNI run only b U" TITLE NO.: N/A pnoa.6 ono a w p.ndr m m.Ud. aan9aA q.w"n"Ud uq""r a 1"idnp n.tldHbn. C"llRrntnn.a not t�a.r"ehl.eo aadlwd n.Uwlw.>.a.wa.rt a.n"..' MAP FILED DATE: 4908 COUNTY TAX MAP ID: 1DOO-08300-0100-027000 SITUATED AT: CUTCHOGUE, TOWN OF SOUTHOLD SUBDIVISION MAP LOT&BLOCK 'S: LOT 12 t�E2P Ate. Y w New—York-Title A enc Inc P:f Denise and Michael Ga llano u a w Bank of America JJ013 NO.: 23-1722D ,�� U DATE: OCM13ER 31, 2023 I SURVEY OF LOT 12 MAP OF BIRCH HILLS TOWN OF SOUTHOLD FILED ON JULY 1:9, 1967 AS MAP No. 4908 SI TUA TE CU TCH OGU E, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK TAX No. 1000-08300-0100-027000 GLEN COURT SCALE 1"=30' OCTOBER 31, 2023 0 0 AREA = 21,424 sq. ft. 0 0.492 ac. I N52026'20"E 140.00' i N LOT 11 FE OWE m FE P.0.8. r ZWN p5 FE, 0.1'S 0.5'N i 0.4.FE 3E O WWOOD FENCE Q, FE 2.0'S O O I O Oi O FE 1.1'E N FE 1.3'E 46.0' 21.2' .4 19.6 Of ENCLOSED Ni �1 FE 0.9'E 4+ WOOD v W DECK 1—STORY 8.9' ' 53.2 � WOOD 15.1' OL sTEPs LOT 12 101`, 1 HOSTOUSEY t ` oa� 1-4 No. 535 1 AGO �{ Tax Map Lot 33.1, wooD W lJ N/O/F of DHIM. GARAGE ERTAN YENICAY PROPANE BELOW STOOP CONC. TANK 25.81 �—•� WOOD TIE RETAIN. WALL a w GRAVEL DRIVEWAY IFE O.1'E w/STONE CURB '� Q 0 lid GATE FE O VIpY I 1 FE 0.9' 0.3 N 4'E DaNE z IVN 1.1'E 8'VroODFENCE LOT 13 �pH� Was 0.2'S "40,69' 4'SPUT RAIL S46°44750"W LEGEND: • REBAR & CAP FOUND — — — OVERHEAD UTILITY WIRES UTILITY POLE EM ELEC. METER AERIAL LAND SURVEYING, D.P.C. NOTE: LOCATIONS AND EXISTENCE OF ANY 53 PROBST DRIVE SUBSURFACE UTILITIES AND/OR STRUCTURES NOT READILY VISIBLE,'ARE NOT CERTIFIED. THE SHIRLEY. NY 11967 CERTIFICATIONS HEREON ARE NOT TRANSFERABLE. PHONE: 833-787-8393 E—MAIL: SURVEYSOAERIALLANDSURVEYING.COM _ WEBSITE: WWW.AERIALLANDSURVEYING.COM THIS SURVEY IS-SUBJECT TO ANY EASEMENT OF RECORD AND ANY OTHER PERTINENT FACTS WHICH A TITLE SEARCH MIGHT DISCLOSE DISTRICT:1000 LOT:027.000 BLOCK:01.00 SECTION:083.00 -UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A MAP/FILE N0.• 4908 LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF ARTICLE 134, SECTION 7209. SUBDIVISION 2,OF THE NEW YORK STATE EDUCATION LAW 'Copies from the original of this survey map not marked with an original of the land surveyors Inked seal or his embossed seal shall not be MAP OF: "BIRCH HILLS TOWN OF SOUTHOLD90 considered a valid true copy.' "Certification Indicated hereon signify that this survey was prepared In accordance with the existing Code of Practice for Land,Surveys adopted by the New York State Association of Profeelonal Land Surveyore. Said certifications shall run only to the person for whom the eurvey ie prepared, and an his behalf to the title TITLE NO.: N/A company. governmental agency and lending Institution. Certifications are not transferable to additional Institutions or subsequent owners." MAP FILED DATE: 4908 ' COUNTY TAX MAP ID: 1000-08300-0100-027000 SITUATED AT: CUTCHOGUE, TOWN OF SOUTHOLD SUBDIVISION MAP LOT & BLOCK 'S: LOT 12 0 New York Title A enc Inc U- COPYRIGHT 2023 RALPH HEIL; Denise and Michael Ga Nano AERIAL LAND SURVEYING,D.P.C. Bank of America �oB No.: 2231722 c� DATE: OCTOBER 31, 2023 - I I I , Y \i SECTION OF EXISTING PROPOSED OVERFRAME GABLE, ROOF RAFTERS TO BE REMOVE ANY/ALL COMBUSTIBLE REMOVED MATERIALS PRIOR TO FRANINC t- "-- f----'-- - ---L___ _ EXTEND WALL FRAMING \ 2.6 CT _--___ -I LL UP TO IXISTING y / 0 4e'a REMVEEANO�AFRAME GABLE. !I I RAFTERS i COMBUSTIBLE MATERIALS PRIOR w--- —W�_ _ _-I�-Wf -_--_ I / TO FRAMING l p 1 I I �1 S E%ISTING RR TO IX N C N O Z REMAIN \ rcti �i rccV ^� 211 nl I 1 2 aD ^ p X m 0 m p W W f ¢i I I rc ( o d .. io W E%ISTING CJ TO NEW 2.8 CJNTM7 S . REMAIN R:38 BATT o It li o I 1WI 2'x10'R.R. oEx!STwD IXT. WAL TO O.0 ___-_ I_ IISLOPE 12:12 * a o SOUR w N NEWL WINDOW AIN 2.4 FRAMED __W_ ______� F 1 r----- ww , ' I ,_I vi INTERIOR PARTITION W/hUNIT D BATT INSUL.PosTBedroom BedroomRIDGE: R:15- REMOVED LOW%___Y__ -_____- -I_____ KNEE WALL R:19 EXISTING RIDGETORE ALIGN y I �' ,. EXISTING RIDGE / ADD SOUND BATT INSUL ADD SOUND BATT INSUL. gIDGES ---, TO REMAIN - --- EX FLOOR STRUCNRE IX.ROOK STRUCTURE - li 17 W CRICKET ROOF OI \ ADD DOUBLE ADD D DOUBLE V, ROW OF SOLD BLOCKING BL NG 2'>110'R.R. J' O 16'O.C. A,m 2'x10'R.R. a u. i I t , O 16'O.C. lk Kitchen c w ^ - m SLOPE 12:12 ^ �' 7 _____ h• _ xi SLOPE 12:72 I �p it I Dens ace ;. m® o II it 12'IdD•R.R. xI �e W OPTIONAL Hs,c'o.c. I sbatlr.lz ^ _ SHED DORMER, I E'-' j^' ___ - I w O i� _ PROVIDE L J I 1 ISTRUCTURE EX.FLOOR STRUC RE - - PRICING AND f-----J t ILA I 270 - COORDINATE i L____ O 1 ! I --- L___ _ _ INCLUSION TO 2 L________ _ ___L_.._.... WITH OWNER L-- EXIS'ING ST.BM DOUBLE UP FLR SCOPE ISLAND LOCATION '0 REMAIN JTS UNDER ` EV TRIG FDN j p p..2'K70 R.R. �1P' �! rWALL TO REMAIN CU m NTO TING SLR UnfmiShed BasementSLOPE 12:12 %o WPROPOSED OVERFRAME GABLE,- w u EXISTING GRADING TO REMAIN 0 REMOVE ANY/ALL2'x8'R.R. 2'x8'R.R. ' 2p 2"x8'R.R. w O �/i COMBUSTIBLE MATERIALS PRIOR - - - - - - PROVIDE STACKING O 16'O.C. O 16'O.C. .. C, O 16'O:C. TO FRAMING - RET. BLOCK UNITS TO �"� �� -- 9'GRAVELCREATE EGRESS WELL. SLOPE 6-1/2:12 SLOPE 6-1/2:12 S _ SLOPE 12:1 VERIFY AND BASE O B' SET ON 6'RCA ----- --- MATCH EX. onow Stu LEVELING PAD PITCH HCT. a BUILDING SECTION S3 Scale:1/4"= 1'—O" ROOF FRAMIN_ G PLAN SCALE:1/4"= 11-011 A A - — S3 S i I _ 1 - (2)1-314•x 9.1/'LVL's HEADER 1�--- L/ )1-3/4'%9-1/4"LVL'S HEADER i I Nn I o I N R.O. B.-9 O \ I U p i \EX.CEILING FRAMING TO �. x REMAIN N _ - i n I^ W THROUGHOUT W jyg� PORCH j Z I< - �� 1 PS,2))DER4B O.BM ,. . EXTEND WALL FRA ING UP EX.CLG.HGT, \ TO EXISTING RA FRS Ex.VAULTED —— ie 0 I- I ss•x 16• P.B. o I FLUSH T TOP OF JTS QDa SPACE R.O. t:K q . " Ir I� _ 2 —————— _ N �T - - REMOVE EXIS CEILING JOISTS AND I No a l e J x RR s ON THI R S F IDGE -- \ > m In 2 GJ ,soc a"Oo i j N I IVY•- I I s ���� i �--%' � LL- - - U m A H A S3 x S3 SECOND FLOOR FRAMING PLAN � SECOND FLOOR FRAMING PLAN SCALE:1/4"= 1'-0" n SCALE:1/4"= 1'-0" TRUSS SIGN: PART 1265 TO TITLE 19 OF THE NYCRR 6" OIAMEILR REFLECTIVE RED REFLECTIVE WHITE PANTONE/187e��N,DESIGNATION FOR COMPONENTS THAT THE CONSTRUCTION TWE ARE OF TRUSS T-I DE5IONATIO/i SNAu BE' CONSTRUCT104 NEW ; WlT�€ TSr' Yottt{ CERTIFICATE OF C13P ret sat c >€ NYS WORKERS' COMPENSATION INSURANCE COVERAGE B�oalr'd 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured NEW HAMPTON HOMES INC. 631-626-4005 12 LITTLE NECK ROAD,SUITE 201 1c.NYS Unemployment Insurance Employer Registration Number of CENTERPORT, NY 11721 Insured Work Location of Insured(Only required if coverage is specifically limited to 1 d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) UNITED FARM FAMILY INSURANCE COMPANY TOWN OF SOUTHOLD BUILDING DEPARTMENT 3b.Policy Number of Entity Listed in Box 1a" TOWN HALL ANNEX54375 MAIN ROAD P.O.BOX 1179 3103W6869 SOUTHOLD, NY 11971 3c.Policy effective period 12/20/2023 to 12/20/2024 3d.The Proprietor,Partners or Executive Officers are ❑ included.(only check box if all partners/officers included) ® all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1 a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: George R. Grossmann (Pri ame of. thoriz presentative or licensed agent of insurance carrier) Approved by: 02/22/2024 (Signature) (Date) Title: Agent, LUTCF Telephone Number of authorized representative or licensed agent of insurance carrier: (631)439-4650 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-106.2 (9-17) www.wcb.ny.gov : rfr 7, ....... 11// LL.�� t y. , , '6 p _ 1 N tne- AE i • 11 .. ry 4 4 k r t , 5 » , ry 1 .. F I T I e, a e Icfy SO -6 -L ens IC e N u ii `e. ec Esc . x - i `` - 65 0 , r -- : , , - S"U 0 c rao_ 4107e_ . 024' i r lfs'si oner 04, y. "t` aalt` Workers'. CERTIFICATE OF INSURANCE COVERAGE � Compensation i3oard NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrie la.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured NEW HAMPTON HOMES INC 631-626-4005 12 LITTLE NECK ROAD,SUITE 201 CENTERPORT,NY 11721 1 c.Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage is specifically limited to or Social Security Number certain locations in New York State,i.e.,Wrap-Up Policy) 2. Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL ANNEX 54375 MAIN ROAD 3b. Policy Number of Entity Listed in Box"la" P.O. BOX 1179 DBL547521 SOUTHOLD, NY 11971 3c.Policy effective period 12/20/2023 to 12/19/2024 4. Policy provides the following benefits: © A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: © A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 2/22/2024 By AW, (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (only If Box 413,4C or 5B have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.insurance brokers are NOT authorized to Issue this form. DB-120.1 (12-21) 111111111iiiiiiiiiiiiiiiimiiiii�iiiiiiiiiiii�iii'I�111 DATE(MMIDD/YYYY) CERTIFICATE OF LIABILITY INSURANCE EK 02/22/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. tODUCER CONTACT GEORGE GROSSMANN GEORGE R GROSSMANN,LUTCF a°NN EM;631-439-4650 uc No;631-439-4651 FARM FAMILY CASUALTY INSURANCE COMPANY ADE-MDRESS: 3920 VETERANS MEMORIAL HIGHWAY SUITE 4A INSURER(S)AFFORDING COVERAGE NAIC# BOHEMIA,NY 11716 INSURER A: FARM FAMILY CASUALTY INSURANCE CO. 13803 SURED INSURER B: UNITED FARM FAMILY INSURANCE CO. 29963 NEW HAMPTON HOMES INC. INSURER C: SHELTERPOINT LIFE INSURANCE CO. 81434 12 LITTLE NECK ROAD SUITE 201 INSURER0: CENTERPORT, NY 11721 INSURER E: INSURER F: OVERAGES CERTIFICATE NUMBER: 127065 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. SR ADDL SUBR POLICY EFF POLICY EXP LIMITS 'R TYPE OF INSURANCE INSD WVD POLICY NUMBER IPMOSS YYYY MM/DD/YYYY X COMMERCIAL GENERAL LIABILITY 3102XO617 12/20/2023 12/20/2024 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE F OCCUR PREMISES Ea occurrence) $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X JE PO- POLICY LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ 3 AUTOMOBILE LIABILITY COM3101 C5114 12/21/2023 12/21/2024 (Ea accidel t)SINGLE LIMIT $ 1,000,000 ANY AUTO BODILY INJURY(Per person) $ US SCHEDULED AUTOS AATOONLY AO BODILY INJURY(Per accident) $ X AUTOS ONLY X AUUTOS ONLY PROPERTY DAMAGE $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION FI 3 AND EMPLOYERS'LIABILITY YIN 3103W6869 12/20/2023 12/20/2024 X R T ANY PROPRIETOR/PARTNER/EXECUTIVE F—Y] N/A E.L.EACH ACCIDENT $ 1,000,000 anldtoryIn ) CLUDED7Ma NH E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 NYS-DBL D547521 12/20/2018 CONTINUOUS STATUTORY ?SCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) ERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF SOUTHOLD BUILDING DEPARTMENT THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN TOWN HALL ANNEX 54375 MAIN ROAD ACCORDANCE WITH THE POLICY PROVISIONS. P.O. BOX 1179 SOUTHOLD, NY 11971 AUTHORIZED REPRESENTATIVE Al � ©1988-2015 ACORD CORPORATION. All rights reserved. CORD 25(2016/03) The ACORD name and logo are registered marks of ACORD i t Generated by REScheck-Web Software Compliance Certificate Project Gagliano Residence Energy Code: 2018 IECC Location: . Cutchogue, New York Construction Type: Single-family Project Type: Addition Climate Zone: .4 (5572 HDD) Permit Date: Permit Number: Construction Site: . Owner/Agent: Designer/Contractor: 535 Birch Lane Michael Gagliano James DeLuca Cutchogue, NY 11935 535 Birch Lane JAMES.DELUCA,ARCHITECT Cutchogue, NY 11935 29 Main Street Cold Spring Harbor, NY 11724 6313677011 delucadesigns@hotmail.com Compliance: Passes using UA trade-off Compliance: 0.3%Better Than Code Maximum UA: 344 Your UA: 343 Maximum SHGC: 0.40 Your SHGC: 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minlmum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance,path in REScheck.Each-slab=on-grade, assembly in the specified climate zone must meet the minimum energy code insulation.R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Prop. Perimeter Ceiling: Flat Ceiling or Scissor Truss 703 38.0 0.0 0.030 0.026 21 18 2nd Fir Walls: Wood Frame, 16"o.c. 888 19.0 0.0 0.060 0.060 46. 46. Window 2:Vinyl Frame 124 0.270 0.320 33. 40. SHGC: 0.27 ex. 1st fir walls:Wood Frame, 16"o.c. 1,520 15.0 0.0 0.077 0..060 .94 73 Door:Solid Door(under 50%glazing) 37 0.330 0.320 12 12 Door 1:Glass Door(over 50%glazing) 84 0.270 0.320 23 27 SHGC: 0.27 Window 1:Vinyl Frame 184 0.270 0.320 50- 59 SHGC: 0.27 Floor:All-Wood joist/Truss. 1,463 21.0 0.0 0.044 0.047 64 69 Project Title: Gagliano Residence Report date: 02/18/24 Data filename: Page 1 of10 Compliance Statement. The proposed building design described here is consistent_with the building.plans,specifications,and other calculation submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck'V rsion : RESc k-W and to compl with he an tory requirements listed in the REScheck Inspection Checklist. Name- e Signat �� e Date 1 Project Title: Gagliano Residence Report dater 02/18/24 Data filename: Page:2 of10 1 C.jREScheck Software Version ::RESche.ck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumpt'ioris" column.is provided by the user in.the REScheck Requirements'screen.For-each 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 to that-table is provided. . Section. Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, . ;Construction drawings and ❑Complies . ;Requirement will be met. 103.2 ;documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the (g� building envelope.Thermal []Not:Observable .; i envelope represented on ❑Not Applicable -.:construction documents. 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for. [PR3]1 lighting and mechanical systems. ❑Not Observable # !Systems serving-multiple. ❑Not Applicable . :dwelling units must demonstrate ;compliance with the IECC I Commercial Provisions. ; 302.1, Heating and.cooling equipment is; Heating: ; .Heating: ;❑Complies ;Requirement will be met. 403.7 sized per ACCA Manual 5 based Btu/hr Btu/hr :[--]Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: V Manual]or other methods Btu/hr Btu/hr ❑Not Observable , approved by the code official. 1 ❑Not.Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) -Project Title: Gagliano Residence Report date:- 02/18/24 Data filename: Page-3.of10'. Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 A protective covering is installed.to ;[]Complies ;Requirement will,be met. . _ [FO1112 protect exposed-exterior insulation !❑Does Not ,J and extends a minimum of 6 in. below ❑Not Observable ggrade. :❑Not Applicable 403.9 ;Snow-and ice-melting system controls;❑Complies :Exception: Requirement is not applicable. [FO12]2 . installed. ;❑Does Not J' tlNot Observable ❑Not Applicable Additional.Comments/Assumptions: : 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3"1 Low Impact(Tier 3j- Project Title: Gagilano Residence Report date: 02/18/24. Data filename: Page 4.of10 Section plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies. Comments/Assumptions " & Req.ID ` 402.1.1,- 'Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ; ElDoes Not ;table for values.- [FR111 ❑Not Observable U ;❑Not.Applicable 402.1.1, ;Glazing U-factor(area-weighted U-= U- I❑Complies ;See the"EhvelopeAssemblies 402.3.1, :average). :❑Does Not It able for values. 402.3.31 I ; 402.5 ❑Not Observable ; [FR2]1. ;❑Not Applicable U ; 303.1.3 ;U4actors of fenestration products ❑Complies ;Requirement will be met, [FR411: ;are determined:in accordance ❑Does Not .: Iwith the NFRC test-procedure or J []Not Observable ; ;taken from the default table. � , ❑Not Applicable 402.4.1.1- 'Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 !installed per manufacturer's ❑Does Not instructions. lU ❑Not Observable , []Not Applicable 402.4.3 .,"Fenestration that is not site built ❑Complies ;Requirement will.be met. [FR20]_ ;is listed and labeled as meeting' f ODoes Not J 1 AAMA/WDMA/CSA 101/I.S.2/A440 :or.has infiltration.rates per NFRC- ❑Not Observable ; - 1400 that do not exceed code ONot.Applicable limits. 402 4.5.;, IC-rated.recessed lighting fixtures ❑Complies :.Requirement will be met. . [FR16]2' sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm LL leakage at 75 Pa. ❑Not Observable ; ONot.Applicable ; 403.3.1 . ;Supply and return ducts in attics ❑Complies Requirement will be met:. .= [FR1211 !insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ ;R-6 where<3 inches. Supply and ❑Not Observable return ducts in other portions of " ❑Not Applicable the building insulated >= R-'6.for ;diameter>=3 inches and R-4.2 ;for<3 inches in diameter: 403.3.2 !Ducts, air handlers and filter n❑Complies• Requirement will be met. - [FR1311. !boxes are sealed with i ( 'S ir{ ❑Does Not (joints/seams compliant with: ;International Mechanical Code or k Iv'` s" Y ❑Not Observable . !International Residential Code,as r; ❑Not Applicable x applicable. 403:3 5 Building cavities are not used as °` :. ❑Complies ;Requirement will be met. [FR15]3 ducts or plenums.. ❑Does Not F ❑Not'Observable ❑Not Applicable 403.4 ' HVAC piping conveying fluids R R- ;❑Complies ;Requirement will be met. [FR1712 labove 105 QF or chilled fluids ; ;❑Does Not 1 below 55.9F are insulated.to aR- ;❑ 3. . ; �. ; . . . Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies ;Requirement'will be met.- [FR2411 piping. JE]Does Not ; []Not Observable: ❑Not Applicable 403.5.3' Hot-water pipes.are insulated to R- R- ;❑Complies ;Requirement will be met. [FR18]2 'aR-3. I❑Does Not I❑Not Observable ❑Not Applicable: 1 High Impact(Tier.1) 2 Medium Impact(Tier 2) ; 3' Low Impact(Tier 3) Project Title: Gagliano Residence Report'date: 02/18/24 Data filename: Page 5 of10 ." Section plans Verified Field Verified # Framing/Rough-In Inspection Value Value, Complies? Comments/Assumptions & Req.ID 403.E Automatic or gravity dampers are ❑Complies Requirement will.be met.. . . [FR1912 �installed on all outdoor air , TDoes Not and exhausts. ❑Not Observable iintakes j ❑Not.Applicable Additional.Comments/Assumptions- 1 High Impact(Tier.1) 2 Medium Impact(Tier 2) 1, 3`1 Low Impact(Tier 31- Project Title! Gagliano Residence Report date: 02/18/24.- Data filename: Page-6.of10 . Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Req.ID 303.1,. All installed.insulation is labeled ❑Complies. - Requirement will.be met. [IN13]2 or the installed R-values Oboes Not -provided. ' G❑Not Observable I ill Not.Applicable 402.1.1, Floor insulation R-value. ; R-- R- ;❑Complies ;See the EnvelopeAsserriblies 402.2.E I ❑ Wood ❑ Wood ❑Does Not ;,table for-values. [IN111 j U ❑ Steel ❑ Steel ;❑Not Observable UNot,Applicable 303.2, 1 Floor insulation installed per . 4 []Complies ;Requirement will-be met.. .-: 402.2.8 ' :manufacturer's instructions and El Does Not. . [IN2]1.: ;in substantial contact with the underside of.the subfloor,or floor ❑Not Observable ;framing cavity insulation is in ❑Not Applicable contact:with the top side of: 1 ;sheathing,or,continuous . . . . . . I insulation is installed on the . underside of floor framing and - extends from the bottom to the ;top of all.perimeter floor framing ' 1 members.. 402.1.1, ;•Wall.insulation R-value. If this is a;. R- R ;❑Complies. ;see the Envelope Assemblies 402.2.5, 1 mass-wail with at least'/2 of the ❑ Wood ;❑ Wood ;Does Not ;tattle for values. 402.2.6 !wall insulation on the wall ❑ Mass ❑ Mass ;❑Not Observable [IN (exterior,the exterior insulation _ t U ;requirement applies(FR10). ❑ Steel ❑ Steel �❑Not Applicable ' 303 Mal l all insulation is.instal.led per ❑Complies ;Requirerrient will be met. [IN4.]i. -- ;manufacturer's instructions. ❑Does Not ❑Not Observable ) : . i,°f J❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Gagliano Residence Report date: 02/18/24 -: .. . . . .Data filename: Page 7.of10. Section Plans Verified . Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, ;Ceiling insulation R-value. R- ' ; R- ;❑Complies. 'SeetheiEnvelopeAssemblies. . 462.2.1, ;- ❑ Wood ;❑ Wood" . ElDoes Not ;'table for values; . 402.2.2, ❑ 402.2.E ; ; Steel j❑ Steel tNot Observable [FI1]1 I I ;❑Not Applicable ; 303.1.1.1, Ceiling.insulation installed per ❑Complies ;Requirement will _be met. . 303.2 manufacturer's instructions. ❑Does Not [FI2]1 :Blown insulation marked every s ❑Not.Observable 300 ft . ❑Not Applicable 402.23 Vented attics with air permeable 113Corhplies ;Requirement will be met: [F[22]2-" insulation include baffle adjacent ❑Does Not Ito.soffit and.eave vents that i l extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ",Attic access hatch and door ; R-" R- ;❑Complies ;Requirement will be met. [FI3]1 ;insulation zR-value of the ❑Does Not" adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ; ACH 50 = ❑Complies Requirement will met. [FI17j1 ach in Climate.Zones 1-2,and ❑Does Not. <=3 ach-in.Climate Zones 3-8. ; ; tlNot Observable ❑Not Applicable 403.3.3 ;Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies :Require ent will"be met. [FI27]1 'determine air leakage with ftz ftz . - :❑Does Not ;either: Rough-in test:Total leakage measured with a ❑Not Observable ;pressure differential of:0.1 inch ;❑Not Applicable 1w.g.,'across the system including: ;the manufacturer's air handler j ;enclosure if installed.attime of ; (test:Postconstruction test:Total ; leakage measured with a pressure differential of 0.1 inch ; ;w.g.across the entire system including the manufacturer's air. :handler enclosure:. 403.3:4 Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ;Requirement Will.be met. [FI4]1 cfm/100 ft2 across the system or ftz ftz :❑Does Not- <=3 cfm/100 ft2'without air:- ; ;handler.@25.Pa..Foc.ro ugh-in ;❑Not Observable; ;tests,verification may need to ;❑Not'Appl!cable occur during Framing Inspection. 403:3.2.1";Air handler leakage designated ❑Complies ;Requirement will be met. [FI24P :by_manufacture'r at<=2%of. ❑Does Not ;design airflow. ❑Not Observable ❑Not Applicable 403.1A Programmable thermostats- ❑Complies ;Requirement will be met. " [FI9]2 J installed for control of primary ❑Does Not heating and cooling systems and initially-set by manufacturer to ONot Observable a code specifications. IE]Not Applicable 403.1.2 Heat pump thermostat installed ❑complies. ;Exception: Requirement.is [FI10]2°..` on heat pumps. } ❑Does Not. 1 not applicable. - i. ❑Not Observable ❑Not Applicable 403.5.1 (Circulating service hot water mplies . ;Exception: Requirement is [FI11]? systems have automatic or []Does Not not applicable. }accessible manual controls. ; N of.Observable . ❑Not Applicable 1 1H.igh lr.ripact(Tier 1) 1, 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 31 Project Title: Gagliano Residence - Report date: 02/18/24 :Data filename: -. - Page 8-of 10• .. Section Plans Verified , Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 403.6.1 All mechanical ventilation system ❑Complies Requirement will be met. [FI25]2 fans not part of tested and listed ❑Does Not. V. HVAC equipment meet efficacy and air-flow limits.per Table ❑Not Observable R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat Complies ;Exception: Requirement ]z heating], is [FI26 trghone-'or -pipe _ ❑Does Not not applicable.. systems have outdoor setback control.to lower boiler water ❑Not Observable ; temperature based on outdoor ❑Not Applicable temperature: 403.5.1.`1 Heated water circulation systems ❑Complies ;.Exception: Requirement is [FIM2 have a circulation pump.The ❑Does Not not applicable: system return.pipe.is a dedicated return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are not present: Controls for .circulating hot water system pumps.start the pump with signal for hot-water demand within the occupancy.Controls. automatically turn off the pump when water is in circulation loop is at set-point temperature and r _ �x•., , i no demand for hot water exists. ',' t 403.5.1.2 Electric heat:trace:systems ❑Complies ;Exception: Requirement is [FI29]2 compl -with.IEEE 515.Jor UL: f ❑Does Not ;not applicable. . 515.Controls automatically adjust the energy input to the ❑Not Observable ; heat tracing to maintain the ❑Not Applicable desired water temperature.in the piping. . . 403.5.2,° j Demand recirculation water- ❑Complies ;Exception: Requirement is [F130]2 systems have controls that ❑Does Not :not applicable. manage operation of the pump and limit the temperature of.the _ []Not Observable water entering the cold water ❑Not Applicable . Piping to<=104QF. ; 403.5.4 Drain-water heat recovery units ❑Complies ;Exception: Requirement is [FI31]z tested in accordance with CSA ❑Does Not !not applicable. B55.1. Potable water-side a pressure.loss of drain water.heat ❑Not Observable ; recovery.units_<3.psi for - ❑NotApplicable. individual units connected to one or two showers. Potable water- side pressure loss.of drain water. ;-- heat recovery units<2 psi for individual units connected to !three or 'more showers. 404.1 . 90%or more of permanent ❑Complies ;Requirement will be met. [F16]1 !fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have -]Complies ;Exception:Requirement is . [F123]3 no continuous pilot light. ❑Does Not. !not applicable. [-]Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑complies ;RequiremenE will be met.. [FIZ]z, - ❑Doe's Not - Not Observable ❑Not,Appl!cable 17 High Impact(Tier.1)- 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Gagliand Residence Report-date: 02/18/24. Data filename: Page 9.of10 1 Section Plans Verified field Verified # Final Inspection Provisions Value Value Complies? an Comments/Assumptions. &Re .ID 303.3 Manufacturer-manuals for ❑Complies Requirement will be met. [FI18)3 mechanical and water heating ❑Does Not system's have been-provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions:. 1 High Impact(Tier.l) 2 Medium Impact(Tier 2) 113 1 Low Impact(Tier 3) Project Title:Gagliano Residence Report date: 02/18/24 Data.filename: . Page.10 of10 2018 IECC .Energy Efficiency- Certificate- Insulation Rating R-Value Above-Grade Wall 15.00 Below-Grade.Wall 0.00 Floor 21.00 Ceiling /Roof. 3,8.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.27 0.27 Door. 0.27 0.27 Heating System: CoolingSystem: Water Heater: Name: Date: Comments i. . . . . . . . . . . . OM NDMENT EASIER . . . THE JOB Connect to Space Savings ■ When jobs call for space savings,you can be confident that the Side-Discharge Connect Series is a great option for your homeowners with a width of only 181/8 inches. Connect with Ease Connect units offer flexibility by being compatible with many of the most popular 24-volt thermostats on the market. Connect to Flexibility The Connect Series consists of only two outdoor models with the ability to shift sizes using a dipswitch giving you inventory flexibility. f� TO: i • THE JOB' Connect to Efficiency The Connect Series features high efficiency inverter heat pumps capable of up to 20 SEER/17 SEER2 and 10.5 - ' HSPF/9 HSPF2. Connect to Quiet Inverter technology allows the unit to operate very —= = quietly,as low as 45 dBs. 9 = _ Connect with Confidence The Connect Series features a 10 year limited parts and compressor warranty(with registration)giving our homeowners additional peace of mind. Connect t t —� (�+ J� 7_ The Conn t r hW Ids alblut Ja apabilities . down to- providing comfort.to hom ers in extreme c 1 ions.JUN 2 1 2024 Building Department T©wn of Southold CONNECT GEAppliancesAirandWater.com ; " GE APPLIANCES �o 01&fir.i Gn a Halermmpany S 0 L U T 1 0 N S CONNECT ECIFICATIONS Specifications Compressor Type: DC Inverter Driven Two-Stage Rotary Voltage/Cycle/Phase: 4� 4 208-230/60/1 r ? Operating Range(OF): _..: -40 -31 -22 -15 -4 0 5 14 23 75 115 130 Outdoor Unit AUH2436ZGDA AUH4860ZGDA UPC 0-84691-85495-1 0-84691-85469-2 Indoor Unit UUY24ZGDAB UUY36ZGDAB UUY48ZGDAS UUY60ZGDAB UPC 0-84691-86343-4 0-84691-86344-1 0-84691-86345-8 0-84691-86346-5 Cooling Capacity Btu/hr. 24,000 36,000 48,000 54,000 Cooling SEER/SEER2 20.0/17.0 18.0/16.0 18.0/17.0 17.0/15.8 EER/EER2 12.5/12.0 10.0/10.0 11.5/11.0 10.5/10.0 Heating Capacity Btu/hr. 24,000 36.000 48,000 54,000 Heating HSPF/HSPF2 10.5/9.0 10.0/9.0 10.5/9.0 10.0/9.0 Electric Backup Heat Kits 5kW/8kW/l0kW 5kW/8kW/10kW 10kW/15kW/20kW 10kW/15kW/20kW MCA 24 24 35 35 MOP 35 35 45 45 Breaker Size A 35 35 40 40 Outdoor Unit Outdoor Noise Level dB 57 57 58 58 Dimension:H x W x D in.(mm) 321/4 x 37 x 181/8 321/4 x 37 x 181/8 53 3/4 x 42 3/4 x 14 5/8 53 3/4 x 42 3/4 x 14 5/8 (820 x 940 x 460) (820 x 940 x 460) (1365 x 1085 x 370) (1365 x 1085 x 370) Carton Dimension:H x W x D in.(mm) 381/4 x 42 3/4 x 221/2 381/4 x 42 3/4 x 221/2 591/4 x 45 3/8 x 19 3/8 591/4 x 45 3/8 x 19 3/8 (972 x 1086 x 572) (972 x 1086 x 572) (1505 x 1153 x 493) (1505 x 1153 x 493) Weight Net/Gross-lbs.(kg) 217.2/240.3(98.5/109) 2lZ2/240.3(98.5/109) 308.6/337.3(140/153) 308.6/337.3(140/153) Airflow CFM 960 1000 1380 1600 Indoor Sound Level de 47 47 51 51 Metering Device TXV TXV TXV TXV Breaker Size A 15 15 15, 15 Indoor Unit Maximum Static Pressure W.C. 1.0 1.0 1.0 1.0 Dimension:H x W x D in.(mm) 481/4 x 211/4 x 211/4 481/4 x 211/4 x 211/4 57 x 24 3/4 x 211/4 57 x 24 3/4 x 211/4 (1226 x 540 x 540) (1226 x 540 x 540) (1448 x 630 x 540) (1448 x 630 x 540) Carton Dimension:H x W x D in.(mm) 501/2 x 26 x 23 3/4 501/2 x 26 x 23 3/4 59 3/8 x 271/4 x 26 59 3/8 x 271/4 x 26 (1283 is 660 x 603) (1283 x 660 x 603) (1508 x 693 x 660) (1508 x 693 x 660) Weight Net/Gross-lbs.(kg) 156.5/169.8(71/77) 156.5/169.8(71/77) 202.8/218.3(92/99) 202.8/218.3(92/99) Control Control Voltage 24VAC 24VAC 24VAC 24VAC Refrigerant Type R410A R410A R410A R410A Liquid O.D.in. 3/8 3/8 3/8 3/8 Suction O.D.in. 3/4 3/4 3/4 3/4 Piping Piping Connection BRAZE BRAZE BRAZE BRAZE Factory Charge lbs.(kg) 9.81(4.45) 9.81(4.45) 14.33(6.5) 14.33(6.5) Maximum Line Length ft.(m) 164(50) 164(50) 98(30) 98(30) Maximum Height ft.(m) 50(15) 50(15) 50 05) 50(15) Compatible Electric Heat Kits UUY24ZGDAB/UUY36ZGDAB r. t AHU# UUY48ZGDAB/UUY60ZGDAB l o Heat Output • • 114 II (`I Kit Model# UAZEHOSA UAZEH08A UAZEHIOA UAZEHISA UAZEH2OA With Breaker(s) 30A 45A 60A 30A+60A 60A+60A OCopyright 2023 GE Appliances,a Haler Company.GE is a trademark of the Appliance Park General Electric Company.Manufactured under trademark license. Louisville.KY 40225 G Appliances has a policy of continuous improvement of its products and geappliances.com •• • • reEcarvoc thn right to rhanna matnrialc and cnarifiiratinnc without nntira Pub No.26-G2302 Rev.01-26-2023 GE APPLIANCES SUBMITTALS Connect Series Rev.Oct.2022 {{ ,: Outdoor Indoor AUH2436ZGDAI / UUY24ZGDAA AUH2436ZGDAI / UUY36ZGDAA a AUH4860ZGDAI / UUY48ZGDAA " 1 AUH4860ZGDAI UUY60ZGDAA AUH2436ZGDA2 / UUY24ZGDAB ' AUH2436ZGDA2 / UUY36ZGDAB �" 1 AUH4860ZGDA2 / UUY48ZGDAB AUH4860ZGDA2 / UUY60ZGDAB g(,ta s ISTV Intertek r GE APPLIANCES a Haler company For more information visit us: www.geappliances.com/ductless GE APPLIANCES Revision History Rev. May 2020- Submittal edition release. Rev.July 2020- Added 48 & 60K units. Rev.Aug.2020- Controller updates. Rev.Sept.2020- Piping updates. Rev. Feb.2021 - 24K Energy Star update. Rev.April 2021 - OD unit diagram updates. Rev. May 2021 - High static systems added. Rev.Oct.2022- Clarification of ODU series generation CONNECT SERIES SUBMITTAL 24K SIDE DISCHARGE HEAT PUMP SYSTEM GE APPLIANCES AUH2436ZGDAl / UUY24ZGDAA Job Name: Approval: Purchaser: Date: Submitted To: Submitted By: Construction: Unit: Reference: Drawing #: Electrical Requirement J Power Supply 1208/23OV, 1 Phase, 60 HZ 16 _ Operating Voltage Range 187-253, VAC Control Voltage � 2 sV�ya� _ w Recommended Fuse/Breaker Indoor:l5A Size Electric Heater: i 8kW: 45A Outdoor MCA/MOP 25A/37A R ^(_ Operating Range I Cooling 15-129°F (-5-54°C) i Heating�-22-75 F(-30-24 C)I Cooling Performance Rated Cooling Capacity 24,000 BTU ACCESSORIES SEER 20 Electric Heat Kit {I EER 12.5 8kW Heater with 45A breaker (Model# UAZEH08W) _ _ Moisture Removal j 6.03 Pt./Hr Heating Performance Rated Heating Capacity i 24,000 BTU HSPF 10.5 Supplemental Electric Heat(optional) 8kW � E�I. ® Maximum Pipe Length 164 ft � c usrEo s Maximum Pipe_ Height Difference 50 ft Intertek Connections The outdoor unit ships with flared soft copper adapters 3/8"(Discharge) I that are swaged for a brazed connection on the exterior 3/4"(Suction) � GE APPLIANCES -_.of the outdoor unit.__-_ _ ,{ a Haier company For more information visit us: www.geappliances.com/ductless Rev.Oct.2022 CONNECT SERIES SUBMITTAL 24K SIDE DISCHARGE HEAT PUMP SYSTEM GE APPLIANCES AUH2436ZGDAI / UUY24ZGDAA Outdoor Unit AUH2436ZGDA Indoor Unit UUY24ZGDAA Compressor DC Inverter Driven Rotary 481/4 x 21 1/4 x 21 1/4 g----.---.--- -- -----.- � Uncrated Dimension (HxWxD) (1226 x 540 x 540 mm) { 32 1/4 x 37 x 18 1/8 i Uncrated Dimension (HxWxD) (820 x 940 x 460 mm) I Crated (HxWxD) 50 1/2 x 26 x 23 3/4 381/4 x 42 3/4 x 221/2 (1283 x 660 x 603 mm) Crated (HxWxD) � h---.--.�_____..- -- --_._-_�.®.�-�-� -w -� (972 x 1086-x 572 mm) j j -� Airflow CFM 940 Outdoor Sound Rating dB 57 _`� Maximum Static Pressure W.C. 1 .5 L� Weight (Ship/Net) 240.3/217.2 Ibs ' Indoor Sound Level dB 1 49 Factory Refrigerant Charge I R-410A(9.26 Ibs) Weight (Ship/Net) 169.8/156.5 Ibs HEATING CAPACITY DATA Air Ternp Maximum Heating Max Heating Power Usage Max Heating Power Usage Capacity -22°F(-30°C) 18,900 3,800 18,700 I 3,920 18,300 3,960 � -150F(-26°C 22,200 3,900 _^ 22,000 4,000 -- -_- 21,500- --4,0040 L- _`50F(-2�1°C)r 24,200 4,000 24,000 4,200 23,500 4,240- 50F(-15°C) 24,200 3,000 24,000 3,350 ! 23,500 3,380 170F(-8°C) 25,000 2,700 24,000 2.900 V 23,500 3,460 _ _ 320F(0°C) 25,000 _ 2,285 - 24,000 _i 2,300 _ 23,500 i 2,530 ! 470F(80C) 27,000 i 1,930 _- 26,000-� 1,980 24,500 2,100 1 60°F(15°C) 29,000 _-�� 2�000 ^- 28,000 2,10_-_O__-_� 26,000 COOLING CAPACITY DATA 7arigroroMM 1111111FAFRPNUIRIWII� Outdoor 70OF • • • �•• AirTotal Capacity Total Capacity Ternp 500F(10°C)) 17,600 -� 1,250 I 7951. l 20,400 V 1320 79% 24,000 1,370 , 79% 650F(180C) 17,600 1,300 80% 20,400 i 1,400 I 80% 24,000 1,450 80% 75°F(�24°C)) 17,600 1,350 �80% 20,400 - 1,520 80% 24,000�f 1,530 j 80% 85°F(30°C)I 17,600 1,520 80% 20,400 1,710�80% 25,000 , 1,870 f 80% 1 95°F(35°C) 17,600 1,900 80% 20,400 1,850 �80% r_25,000 �� 2,150 80% ° ° l�- � ° 20,400 2_50 _ % °S�M 105 F(41 C) 17,600 2;280 79/0 2_ _79_ 24,000 2,340 79/0 -� 1150F(46°C) 17,600 s 2,500 81% 20,400 ^j 2,600 �� 81% _ 24,000 �2,700 i 81% J • Capacity output and power usage are measured approximately at 50%indoor RH. • Capacities are obtained at standard piping length of each outdoor model Specifications are subject to change without notice.©2020 GE Appliances,a Haier Company All rights reserved Rev.Oct.2022 CONNECT SERIES SUBMITTAL 24K SIDE DISCHARGE HEAT PUMP SYSTEM GE APPLIANCES AUH2436ZGDAl / UUY24ZGDAA i . .O O �o O — o � LEW— T� oo®caotm OO boW OO !E9 e! dle [!1/21 O0 ooIte to r0hd. �0 00 O II —352114 JAI ! 4-m10 e 11 5/8" 20" (295) (508) 0 481/4" (1226) O a o0 21 1/4" 21 1/4" (540) (540) ' Rev.Oct.2022 r CONNECT SERIES SUBMITTAL 36K SIDE DISCHARGE HEAT PUMP SYSTEM GE APPLIANCES AUH2436ZGDAI / UUY36ZGDAA Job Name: Approval: Purchaser: Date: Submitted To: Submitted By: Construction: Unit: Reference: Drawing #: ElectricalRequirement -Power Supply 1208/230V,1 Phase, 60 HZ Operating Voltage Range 187-253 VAC Control Voltage 24VAC Recommended Fuse/Breaker door: 15A I Electric Heater: Size 8kW: 45A - y � Outdoor MCA/MOP 25A/37A Operating Range Cooling 5-129°F(-5-54°C) L Heating -22-75°F(-30-240C)I C.1r Cooling Performance Rated Cooling Capacity 36,000 BTU_V_1 ACCESSORIES _�v;Y -- SEER 18 Electric Heat Kit _ EER 11 i 8kW Heater with 45A breaker (Model# UAZEH08W) ? Moisture Removal 6.03 Pt./Hr Performance-Heating Rated Heating Capacity 136,000 BTU _ HSPF 10 supplemental Electric Heat(optionai) Maximum Pipe Length 1 164 ft c �,�� s Maximum Pipe Height Difference 50 ft Intertek Connections ! The outdoor unit ships with flared soft copper adapters 13/8"(Discharge) that are swaged for a brazed connection on the exterior 3/4"(Suction) ' GE APPLIANCES of the outdoor unit. � ._.�____M� a Haler company For more information visit us: www.geappliances.com/ductless Rev.Oct.2022 , . CONNECT SERIES SUBMITTAL 36K SIDE DISCHARGE HEAT PUMP SYSTEM GE APPLIANCES AUH2436ZGDAl / UUY36ZGDAA Outdoor Unit AUH2436ZGDA Indoor Unit UUY36-ZGDAA I Compressor DC Inverter Driven Rotary 48 1/4 x 21 1/4 x 21 1/4 ------- ---- - - --_--� i Uncrated Dimension (HxWxD) Uncrated Dimension (HxWxD) 321/4 x 37 x 181/8 �(1226 x 540 x 540 mm) (820 x 940 x 460 mm) - Crated (HxWxD) 50 1/2 x 26 x 23 3/4 381/4 x 42 3/4 x 22 1/2 _�_!�^� (1283 x 660 x 603 mm) Crated (HxWxD) �-"'--�""��`" (972 x 1086 x 572 mm) Airflow CFM_ 1000 Outdoor Sound Rating dB 57� _ Maximum Static Pressure W.C. 5 -_- ,- Weight (Ship/Net) 240.3/217.2 Ibs Indoor Sound Level dB 49 Factory Refrigerant Charge_R�-410A (9.26 Ibs) Weight (Ship/Net) 169.8/156.5 Ibs ' _J HEATING CAPACITY DATA Air Temp - - Heating Power , Maximum Heating D- -220F(-30°C)j_ 18,600 A 4,060 1_8,400 4,150 �_ 18,000_ 4,190 -150F(-26°C)a 21,300 4,340 21,100 �Y 4,430�J 20,600 � 4,470 I -5°F(-21°C)�w 25,500 i 4,530 r 25,200 4,630 _.__J_ 24,800 r- 4,670 �- 5°F(-150C). _� 31,000 4,200 30,000�y 4,800 1 26,000 1 4,200 170F(-8°C) _� 37,000 4,800 _36,000_ 5,450 31,000 4,800 --32°F(0°C)- - 37,000 _ ^4,200 1 _ 36,000 �- 4,800 -�. 33,000_- 4,850 470F(8°C)I 38,500 3,150 38,000 -j� 3,600 I 33,000 3,100 y 60°F(15°C) v38,500 L 2,900 38,000 _-� 1 3,150- �w30,000 2,700 COOLING CAPACITY DATA Indoor •- Air Temp Power Usage Total Capacity Total Capacity owerUsage,M - -- - -- M---- ME I j 50°F(10°C) _ 23,400 2,200 70% 36,000 2,30,600 _1 2,400 70% i 500 700 _ . _�.._ 65°F(18°C) 23,400 f 2,280 70% 30,600 _ 2,500 70% 36,000 i 2,600 70%1 75°F(24°C)I 23,400 I 2,350 E 70% _ 30,600 _2,600 70% 36,000 2,700 I 70% 85°F(30°C) 23,400 2,400 70% 30,600 ^ 2,800 70% 37,000_ 3,10-00 70% 95°F(35°C)' `v 23,400_1 2,610 _ 70% 30,600 i 3,100 f 70% _ 37,000 3,600 i 70% 105°F(41°C) 23,400 3,680 69% 30,600 4,370 69% 36,000 4,400 69°/� !__ l_ ___ - 1-150F(46 C)I�21,450 3,440 71/0 28,050 4,080 71/0 -33,000_ y 4,100 71/0 • Capacity output and power usage are measured approximately at 50%indoor RH. • Capacities are obtained at standard piping length of each outdoor model Specifications are subject to change without notice.©2020 GE Appliances,a Haler Company All rights reserved Rev.Oct.2022 CONNECT SERIES SUBMITTAL 36K SIDE DISCHARGE HEAT PUMP SYSTEM GE APPLIANCES AUH2436ZGDAI / UUY36ZGDAA . .O J Vfl Q dla ti'3 O o ��oo00 175163/81 J99 1J J o g OO 4110 a 91135 10 11 5/8" 201; (295) (508) r` 0 481/4" (1226) r � 00 21 1/4" (540) (540) Rev.Oct.2022 � . CONNECT SERIES SUBMITTAL 48K SIDE DISCHARGE HEAT PUMP SYSTEM GE APPLIANCES AUH4860ZGDAI / UUY48ZGDAA Job Name: Approval: Purchaser: Date: Submitted To: Submitted By: Construction: Unit: Reference: Drawing #: RequirementElectrical _ Power Supply 208/23OV,1 Phase, 60 HZ _ 1--Operating Voltage Range 187-253 VAC Control Voltage 24VAC j Indoor: 15A Recommended Fuse/Breaker Electric Heater: I Size 15kW: 30A+ 60A i Outdoor MCA/MOP 35A/45A i Operating Range Cooling 5-129°F(-5-54°C) I •� �__���___ Heating -22-75°F(-30-24°C)l Cooling Performance 1 _ Rated Cooling Capacity i 48,000 BTU ACCESSORIES v: w���- ��� -SEER 18� Electric Heat Kit _ EER 11 ' 15kW Heater with 30A and 60A breakers � _ ^ Moisture Removal 6.03 Pt./Hr ^� (Model# UAZEHI5A) PerformanceHe ating Rated Heating Capacity 148,000 BTU HSPF 10.5 Supplemental Electric Heat(optional) 15kW ETA Maximum Pipe Length 98 ft c �,�o s Maximum Pipe Height Difference 50 ft Intertek Connections ( ^� The outdoor unit ships with flared soft copper adapters i 3/8"(Discharge) f I that are swaged for a brazed connection on the exterior 3/4 (Suction) f{ r of the outdoor unit. � GE APPLIANCES i __- a Hafer company For more information visit us: www.geappliances.com/ductless Rev.Oct.2022 CONNECT SERIES SUBMITTAL 48K SIDE DISCHARGE HEAT PUMP SYSTEM GE APPLIANCES AUH4860ZGDAl / UUY48ZGDAA I Compressor DC Inverter Driven Rotary N t ; Uncrated Dimension (HxWxD) 57 x 24 3/4 x 21 1/4(1448 x 630 x 540 mm) Uncrated Dimension (HxWxD) 53 3/4 x 42 3/4 x 14 5/8 ---- -- 59 3/8 x 27 2/8 x 26 j _ (1365 x 1085 x 370 mm) Crated (HxWxD) 1 59 1/4 x 45 3/8 x 19 3/8 f }_ ___- __ ____ (1508 x 693 x 660 mm) Crated (HxWxD) (1505 x 1153 x 493 mm) 1 Airflow CFM 1470 Ij _ Outdoor Sound Rating dB 58 ��-Maaximum Static Pressure W.C. _6- ;�_� Weight (Ship/Net) 308.6/337.3 Ibs ?� Indoor Sound Level dB ) 50 Factory Refrigerant Charge R-410A(13.78 Ibs) !`^ _ Weight (Ship/Net) 1202.8/218.3 Ibs i HEATING CAPACITY DATA Indoor .- Air ' Maximum Heating ■. - - Max Heating ® Max Heating Power ° (- ° ) 26,600 g 5,580 I 26,400 5,700 25,800 5,750 i -150F(-260C) 30,000 5,780 28,500 5,900 27,900 5,960 -50F(-21°C); 34,500 I 6,070 34,200 6,200 33,500 6,260 F__5 F(-15 C)I 43,900 6,470 43,000 6,920 39,700 - -6,,660 I 170F(-80C) 48,500 5,980 48,000 _ 6,880 44,000 6,480 i 320F(0°C) 48,500� Y 5,680� 48,000 ��5,800 v 47,000� i 5,860 47°F(8°C) 48,500 3,850 50,000 _ 4,210 47,500 4,320 60°F(150C) 52,500 4,560� 52,000 4,650 49,000 4,250-J _- - ----_ - I COOLING CAPACITY DATA Indoor .- Power Usage Power Usage Total Capacit i 50°F(10°C) 29,640 2,580 71% j 40,800 3,000 j_71% 48,000 ( 3,400 ? 73% __- 65°F(18°C) 29,800 2,650� 73 { 73% 40,800 _ 3,560 % r 48,000 T 3,750 73% 75°F(24°C) 31,200 2,980 72% 40,800 3,650 72% 48,000 3,850 72% 850F(30°C) 31,200 3,140~� 73% 40,800 ^� 3,850 73% 48,90�- 4,100 -^ 73% ' 95°F(35°C) 31,200 3,480 73% �40,800 `�_ 4,130 73% 48,900 1 4,720 73% 1050F(41°C) 29,800 1 4,020 _ 71% 40,800 5,030 } 71% 48,000 5,300 71%_ C 1150F(460C)I 2�-- 7,270 � 3,880 74% 35,400 �� 4,710 4 74% 43,500 4,860 I 74% • Capacity output and power usage are measured approximately at 50%indoor RH. • Capacities are obtained at standard piping length of each outdoor model Specifications are subject to change without notice.©2020 GE Appliances,a Haler Company All rights reserved Rev.Oct.2022 , . CONNECT SERIES SUBMITTAL 48K SIDE DISCHARGE HEAT PUMP SYSTEM CoE APPLIANCES AUH4860ZGDAl / UUY48ZGDAA .o 0 0 0 L29 2 o0 00 00 � o0 00 00 00 00 00 � o 00 00 h ek o 0 00 00 00 00 00 00 iss r 141 up 1H Val 11 5/8" 20" (295) (508) 0 57" (1448) Q o C�30 24 3/4" 21 1/4" (630) (540) Rev.Oct.2022 CONNECT SERIES SUBMITTAL 60K SIDE DISCHARGE HEAT PUMP SYSTEM GE APPLIANCES AUH4860ZGDAI / UUY60ZGDAA Job Name: Approval: Purchaser: Date: Submitted To: Submitted By: Construction: Unit: Reference: Drawing #: Power Supply 208/23OV,1 Phase, 60 HZ j M*�N Operating Voltage Range 187-253 VAC i Control Voltage 24VAC`—'_ Indoor: 15A Recommended Fuse/Breaker Size Electric Heater: 15kW:30A+ 60A Outdoor MCA/MOP 35A/45A- I Operating • yM L�� Cooling 5-1290F (-5-54°C) Heating -22-75°F(-30-240C)i w CoolingPerformance __ Rated Cooling Capacity 54,000 BTU ACCESSORIES SEER 17 - -Electric Heat Kit 1 EER 10.5 15kW Heater with 30A and 60A breakers Moisture Removal 6.03 Pt./Hr 1 (Model# UAZEHI5A) Heating Performance Rated Heating Capacity 1 54,000 BTU I -m �`•_--- -HSPF 10 _ I Supplemental Electric Heat(optional) p 15kW asnq _ Maximum Pipe Length 98 ft cs ��`M_aximum Pipe Height Difference 50 ft Intertek l Connections The outdoor unit ships with flared soft copper adapters 3/8"(Discharge) I that are swaged for a brazed connection on the exterior 3/4"(Suction) it f the outdo or unit. � GE APPLIANCES i a Haler company For more information visit us: www.geappliances.com/ductless Rev.Oct.2022 CONNECT SERIES SUBMITTAL 60K SIDE DISCHARGE HEAT PUMP SYSTEM GE APPLIANCES AUH4860ZGDAI / UUY60ZGDAA Outdoor U-nit-AUH4860ZGDA Indoor Unit UUY60ZGDAA Compressor DC Inverter Driven Rotary 57 x 24 3/4 x 21 1/4 h ----- - - Uncrated Dimension (HxWxD) (1448 x 630 x 540 mm) 1 Uncrated Dimension (HxWxD) 53 3/4 x 42 3/4 x 14 5/8 -- -- I (1365 x 1085 x 370 mm) Crated (HxWxD) (15 8x 693 x/660 mm) ! Crated (HxWxD) 505 x 11533X 493 mm) _ _ Airflow CFM 1600 __--! 5 ___ _ _ Outdoor Sound Rating dB 58 Maximum Static Pressure W.C. .6 Weight (Ship/Net) 308.6/337.3 Ibs I Indoor Sound Level dB 51 i !� Factory Refrigerant Charge R-410A(13.78 Ibs) Weight (Ship/Net) 202.8/218.3 Ibs ^� HEATING CAPACITY DATA Indoor .- Air Temp I Maximum Heating Max Heating Max Heating Power Usage -220F(-300C) 28,400 I 6,220 _ _ 27,000 l�6,350 j 26,000 6,410 15°F(-26°C) 33,000 u I 6,370 32,000 6,700 �� 31,000 r, 6,560 _5°F(-21°C)i� 38,000 6,610 37,000 ���-✓7,000 ( 35,000 6,820 �------- __ 5°F(-15°C) 45,000 ! 6,960 �� 44,000 7,160 42,000 7,170 17°F(-80C) 5.0,000 000I 6,660 49,000 _7,100 F 45,000 6,870 _ 32°F(0°C) 55,000 ; 6,470 54,000 6,600 52,000 6,660 _ 470F(8°C) !�N 55,000 - 4,400 _ 56,000 y v 5,300 52,000 _?_ 5,050 (150C)! 60,600 5,300 �vv 60,000- � 5,400 50,000 COOLING CAPACITY DATA Indoor .- Air DB • Mo.® Total Capacity mm�mm I 50°F(10°C) 30,500 2,680 70% 45,900 3,900 70% _ 54,000 I `4,120j�69% 650F(180C) �30,500 2,720 69%+�45,900 4,030 -� 70% 54,000 I 4,250 1 70% I 75°F(24°C)I 32,100 3,100 ~70%~ _ 45,900 4,180 70% P 54,000 4,400 70% 85°F(30°C) 32,100 3,250 70% 45,900 4,320 70% 55,000 4,650 �� 70% f 950F(35°C) 32,100 3,600 70% _ 45,900--. 4,790 70%-. 55,000_ L 5,410 70% 105°F(410C) 30,100 4,100 69% 45,900 6,200 69% 54,000 6,650 69% ! 115°F(460C)�, 28,000 _ 4,000 71%_�� 36,000 5,000 71% 46,000 5,700 71%.. -- __.___ • Capacity output and power usage are measured approximately at 50%indoor RH. • Capacities are obtained at standard piping length of each outdoor model Specifications are subject to change without notice.©2020 GE Appliances,a Haler Company All rights reserved Rev.Oct.2022 CONNECT SERIES SUBMITTAL 60K SIDE DISCHARGE HEAT PUMP SYSTEM GE APPLIANCES AUH4860ZGDAI / UUY60ZGDAA . .O O 0 • ®• 'o — — o �oaa 6a ao®od® OO bald OO i a e dle D ro1 OOfin riB handle 'ER l_J0 1141/41jjq 4110 0 e �a 9 11 5/8" 20" (295) (508) 0 57" (1448) U 0 00 • 24 3/4" 21 1/4" (630) (540) Rev.Oct.2022 APPROVED AS NOTED COMPLY WITH ALL CODES OF D •'� _ `� B.P# 50 5210 NEW YORK STATE&TOWN CODES A�REQU19ED AND CONDITIONS OF FEE 50 Bt J SOUtHOLDT01 zm PATO NOTIFY BUILDING DEPARTMENT AT mI{Q m Pm Bm 631-765-1802 8AM TO 4PM FOR THE swmim FOLLOWING INSPECTIONS: N.Y1DM FOUNDATION-TWO REQUIRED nNowwo FOR POURED CONCRETE ROUGH-FRAMING&PLUMBING �� INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE PLUMBER CERTIFICATION REQUIREMENTS OF THE CODES OF NEW ON LEAD CONTENT BEFORE YORK STATE NOT RESPONSIBLE FOR CERTIFICATE OF OCCUPANCY DESIGN OR CONSTRUCTION ERRORS SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. ELECTRICAL INSPECTION REQUIRED PLUMBING Slower door LIrPLUMBING WASTE&VJfAtER'4INES OtED and ductwork TESTING BEFORE 00VERING testing regal a Must provide Manuals TRUSS PLACARDING REQUIRED D,I and S as per NYS Energy Code LIST OF DRAWINGS: a ] Tqcj NOTES AND STANDARDS C1 PLOT PLAN w _y 0 CUTCHOCIU w FRONT & REAR ELEVATIONS Al SIDE ELEVATIONS A2 A. FOUNDATION: D. FINISHES: EXISTING FLOOR PLANS A3 1, DO NOT BUILD UPON FROZEN SOIL. 1. GLAZING IN DOORS, SHOWER DOORS AND ENCLOSURES, ADJOINING DOORS + PROPOSED 1ST& 2ND FLOOR PLANS Aq.2. DO NOT POUR CONCRETE IF AIR TEMPERATURE IS 40 DEGREES OR LESS. MINIMUM 40 DEGREES BATH TUB DOORS + ENCLOSURES, SHALL BE SO SIZED, CONSTRUCTED, TO TREATED OR COMBINED WITH OTHER MATERIALS AS TO MINIMIZE EFFECTIVELY NOTES AND STANDARDS, PLUMBING DIAM. A5 1711 3. CONCRETE THE POSSIBILITY OF INJURY TO PERSONS IN THE EVENT THE GLAZING IS G` L E N COUR - MAINTAINED UNTIL CONCRETE IS CURED.RETE TO BE TRANSIT MIXED, RETEMPERING OR ADDING WATER AFTER TRUCK HAS LEFT CRACKED OR BROKEN. THE PLANT IS STRICTLY FORBIDDEN.4. PROVIDE FRAMEWORK FOR ALL POURED CONCRETE. 2. THE ELECTRICAL INSTALLATION SHALL CONFORM TO ALL LAWS AND OF THE NEW 5. CONTRACTOR SHALL VERIFY DIMENSION AND LOCATION OF ALL OPENINGS, PIPE SLEEVES, YORK BOARD OF FIRE UNDERWRITERS. ORDINANCES OF THE NATIONAL ELECTRICAL PLANS ELECTRIC CODE. THE LONG ISLAND POWER AUTHORITY, LOCAL MUNICIPALITIES E1 ANCHOR BOLTS, ETC. AS REQUIRED BY ALL TRADES BEFORE CONCRETE IS POURED. AND THE REQUIREMENTS. 6. CONCRETE FOOTINGS AND STRUCTURAL PIERS SHALL BE PLACED ON FIRM, UNDISTURBED SOIL. 3. PROVIDE ONE SINGLE STATION SMOKE DETECTOR AT EACH BEDROOM AND AT PROVIDE ADDITIONAL STEPPED FOOTINGS AS REQUIRED BY OVER-EXCAVATING. 6 7. CONCRETE FOOTINGS, PIERS, SLABS AND FOUNDATION WALLS SHALL OBTAIN A MINIMUM EACH FLOOR AS PER 4. ALL PLUMBING FIXTURES HALL BDEEINDIVIDOUALLYI7. TRAPPED AND VENTED AS FOUNDATION PLAN Sl ULTIMATE COMPRESSIVE STRENGTH OF 3500 P.S.I. AT 28 DAYS. to 8. APPLY A CEMENT STUCCO PARGING FINISH TO ALL EXPOSED EXTERIOR SURFACES OF REQUIRED BY N.Y.S. CODE. CAST IRON PIPE SHALL CONFORM TO THE LOCAL SECOND FLOOR FRAM ? CODE REQUIREMENTS, WITH APPROVED JOINTS, PIPE SUPPORTS AND CLEANOUTS. PLAN N 5 ° 2 0" E 1 .r 0� 0 0 FOUNDATION WALLS NOT SCHEDULED AS BRICK. 5. ALL WINDOWS AND EXTERIOR DOORS TO ADHERE TO N.Y.S. CODE, SECTION P�v� S2 � `� � 9. CONCRETE SLABS TO BE AS�FOLLOWS: �� R308/R310. . 11-11% a) GARAGE SLABS TO BE 6 THICK W/6X6-10X10W W.M. LOCATED 2 FROM TOP OF SLAB CEILING FRAMING PLAN z LOT 11 GOVER RAVEL. E.POLYETHYLENE MOISTURE BARRIEP, OVER 6 LAYER OF CLEAN, COMPACTED E. THERMAL&MOISTURE PROTECTION: ROOF FRAMING PLAN, BUILDING SECTION S FE o.s°� �,� FE >`EE � _ �. 2.6`N 06° DAIS 0.6N PITCH SLAB MINIMUM 1/8" PER FOOT TOWARD OVERHEAD DOORS. 3 b) BASEMENT SLABS TO BE 6" THICK OVER SIX-MIL POLYETHYLENE MOISTURE BARRIER OVER 1, ALL WOOD SHEATHING ON EXTERIOR WALLS AND ROOF SHALL BE COVERED WITH STRAPPING SHEET Sq r ,,(� ONE LAYER OF 15 WATERPROOF BUILDING PAPER. FE 1'3" C�j� 5'WOOD FENCE CC,?« 6"LAYER OF CLEAN COMPACTED GRAVEL. # 0.4'S FE 2.0'S c) PATIOS AND STOOPS ON GRADE TO BE 4" THICK W/6X6-10X10 W.W.M. LOCATED 2" FROM 2• PROVIDE 15 LB. BUILDING FELT OVER SHEATHING AT STONE VENEER. SEALANT SHEET S 3. INSTALL TYVEK OR APPROVED EQUAL HOUSEWRAP BEHIND ALL WOOD FINISHED 5 C TOP OF SLAB OVER 6" LAYER OF CLEAN, COMPACTED GRAVEL. ( Q PROPOSED d) CONCRETE SLABS TO RECEIVE A STEEL TROWEL FINISH. SIDING. FASTEN TYVEK WITH STAPLES OR ROOFING NAILS TO EVERY OTHER 3 OVERFRAME 10 FOOTINGS: STUD 12"-18" O.C. FE 1.1E DORMER . VERTICALLY LAP ALL SEAMS A MIN. 2". TAPE ALL SEAMS AT WINDOW AND DOOR a) STEPPED FOOTINGS WHERE INDICATED ON THE DRAWINGS SHALL HAVE MINIMUM SLOPE OPENINGS, MAKE AN "X" CUT AND FOLD THE TRIANGULAR FLAPS IN AND FE 1 3°E ._ RATIO OF 2 HORIZONTAL TO 1 VERTICAL, M NIMUM LENGTH OF HORIZONTAL STEP NO AROUND THE FRAME. -. LESS THAN 24'. Q.S,Q � ". OPENING. SECURE ON THE INSIDE WITH STAPLES EVERY 6„ AND TRIM EXCESS. -- --- 19,6 PROPOSED EGRESS b) FOOTING DEPTH TO BE SAME AS FOUNDATION WIDTH. THE PROJECTION OF FOOTING BEYOND 4. FLOOR INSULATION OVER VENTED CRAWL SPACES AND OTHER UNHEATED AREAS 21.2' v WINDOW UNIT FOUNDATION WALL TO ENCLOSED j c) PROVIDE 1 X 3 (APPROX) KEYWAY AT TOP CENTER OF FOOTING. 5 1� i���EQUAL ONE-HALF THE FGOTING DEPTH UNLESS OTHERWISE NOTED. TO BE R-19, u.n.o. UNPAGED FIBERGLASS BATTS HELD IN PLACE TYVEK HOUSE W EE 0.9'E OWOOD _ d) PROVIDE 3 #5 S IN FOOTINGS AT REMOVED TREES TO A MINIMUM OF 3 -0 PAST EXTENT WRAP. / "- "- OF ROOT STRUCTURE. DEEP ROOT STRUCTURE TO REMAIN UNDER REINFORCED FOOTINGS. 1-STO Y 3,2= �� � � ' � 5. INSULATION IN THE EXTERIOR WALLS AND CEILINGS OF ALL HEATED SPACES c> 11. WHERE WALLS ARE POURED TO GRADE, AND DAMP-PROOFED, THE CONTRACTOR SHALL � SHALL BE FIBERGLASS BATTS, SIZE AS INDICATED ON DRAWINGS WITH A VAPOR BACKFILL AGAINST THEM WITH CLEAN EARTH. CARE SHALL BE TAKEN TO BRACE WALLS AS BARRIER ON THE HEATED SIDE, PACK ALL SPACES AROUND WINDOWS AND I ' STEPS N �- REQUIRED TO PREVENT CAVE-INS. BACKFILL TO EE FREE OF WOOD TRASH ETC. ¢� fey DOORS WITH INSULATION. ALL INSULATION SHALL BE SIZED, LOCATED AND V LOT 1 a c, 12. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE (EXCEPT SLAB AREAS) INSTALLED IN ACCORDANCE WITH N.Y.S. ENERGY CODE. 1 '2-STOR � �` SHALL BE DAMP-PROOFED WITH AN ELASTIC COAL TAR BASE, SELF PRIMING BITUMINOUS 6. INSULATION IN CATHEDRAL CEILINGS SHALL BE AS INDICATED ON DRAWINGS. HOUSE �" PLASTIC CEMENT. CARE SHALL BE TAKEN TO MAINTAIN THE FREE PASSAGE OF AIR BETWEEN No' `` \ PROPOSED SECOND 13. ALL CONCRETE FLOOR SLABS SHALL BE 6" THICK l NLESS OTHERWISE NOTED ON THE INSULATION AND ROOF DECK. PROVIDE MIN. 1 M" AIR SPACE. FLOOR ADDITIONS DRAWINGS. FLOORS TO BE LEVEL UNLESS OTHERWISE NOTED ON THE DRAWINGS. 5/8" ACE] = AND ROOF LINE DIAMETER FOUNDATION ANCHOR WALL BOLTS © 23" O.C. MAX AND MAX. 1"-0" O.C. FROM 1) THE A.I.A. GENERAL CONDITIONS FOR CONSTRUCTION (A.I.A. DOG. A201) ARE HEREBY ii_�t RECONSTRUCTION CORNERS AND ENDS. MADE AN ADMINISTRATIVE PART OF THESE DRAWINGS, AS IF HEREIN WRITTEN IN FULL. Tax M Lot j ;OOD Vy PROPOSED PORTICO a 2) WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS, BUILDING P REVIEW NOTE: N/G/F of CyIM GARAGE STOOP ROOF WITH B. DRAINAGE AND WATERPROOFING: 3) LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. IT STEPS STRUCTURAL cn IS THE INTENTIONS OF THE DRAWINGS TO PROVIDE FOR A COMPLETE JOB IN ALL PROFANE BELOW BRACKETS BUILDING PLANS EXAMINER SHALL REVIEW THE ENCLOSED DOCUMENT FOR MINIMUM ���`�`� �� �` � CONC. TANK 2 a, 1. ALL FOUNDATION WALLS TO RECEIVE COATING OF 1 f8" T'-IICK DITUMENMODIFIED URETHANE, TOSCOMPLETEDTH� WORKA'ASWINDICATEDLOWED FOR MATERIALS AND OR LABOR FEQUIRED KARNAK OR APPROVED EQUAL. NEW BASEMENT WALLS rO RECEIVE THOROSEAL 4) PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL INSPECT THE SITE ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS OF THE TOWN/ TIE WATERPROOFING IN INTERIOR FACE. AND VERIFY ALL DIMENSIONS AND CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR VILLAGE AS SPECIFIED IN THE 2020 NYSRC 2020 NYSMC AND THE 2020 NYSECCC. RETAIN. � � - a 2. PROVIDE ALTERNATE PRICE TO INSTALL 4" PREFORATED )RAIN PIPE (W/HOLES ORIENTED DOWN) NOTIFYING THE PERSON OR OFFICE RESPONSIBLE FOR THESE PLANS REGARDING AN; THIS REVIEW DOES NOT GUARANTEE COMPLIANCE WITH THAT CODE. THE SEAL OF AND WALL �j � � COVERED WITH 8" GRAVELAND SLOPED TO DRYWELL LOCATE EVEN WITH BOTTOM OF DISCREPANCIES OR VARIATIONS BETWEEN NOTED DIMENSIONS AND FIELD CONDITIONS. NO THE SIGNATURE OF THE DESIGN PROFESSIONAL HAS BEEN INTERPRETED AS AN 1 FOOTING AT BASEMENT FOUNDATION WALLS AS R=QUIFED BY SITE CONDITIONS. CREDITS OR EXTRA'S WILL BE ALLOWED FOR DISCREPANCIES UP TO 2 0 IN ANY � M`�~``°•.-_,-„--"""--�---:;�-�--^` iEr� �; La LIJ 3. VENTILATION - PROVIDE 8,�X16>� METAL SCREENED VENTS (BLOCK VENTS) IN CRAWL SPACES MEASUREMENT. ALL WORK SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE UNIFORM PREVEr;TON ATTESTATION THAT, TO THE BEST OF THE LICENSEE'S BELIEF AND INFORMATION, THE , GRAVES D,c.' WAY n_ AS INDICATED ON DRAWINGS. AND BUILDING CODE NEW YORK STATE ENERGY CODE AND ANY LOCAL CODES, WORK IN THE FE OJT � w/STONE CulN8 �" (j 4. FOUNDATION SILL - MUD�SILL TO BE NO LESS THAN A PRESSURE TREATED 2X6 TO BE ORDINANCES, RULES, AND REGULATIONS HAVING JURISDICTION, CONTRACTOR SHAD- DOCUMENT IS: - ANCHORED WITH 5/8 HOOKED STEEL ANCHOR BOLT:. ARRANGE ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE CERTIFICATE 7 P - 5. CONTINUOUS COPPER OR GALVANIZED SHEET METAL W/ZNC COATING TERMITE SHIELD TYPICAL OCCUPANCY. (' ACCURATE AT ALL SILLS 6) CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING LL ro 6. PROVIDE 1" FIBERGLASS AIR INFILTRATION BARRIER ("CEFTAINTEED SILL SEALER" OR EQUAL) WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIO', ,.ND BETWEEN THE SILL PLATE AND TERMITE SHIELD AT BASEMENTS AND OTHER LIVING MISALIGNMENT ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD PRACTICE, CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF } SPACES. 7) CONTRACTOR SHALL DISCONNECT, CAP AND RE-ROUTE ANY EXISTING WATER, SANI'ip,RY, SUBMISSION. OR UTILITY LINES IN AREA OF NEW FOUNDATION AND SHALL USE HAND EXCAVATION IN AREA'S OF SUSPECTED UNDERGROUND UTILITIES AND SERVICES. IF ANY LINES ARE C. FRAMING: BROKEN OR DAMAGED THE CONTRACTOR WILL REPAIR AND REPLACE THE SAME AT HIS CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW TO THE ! OWN EXPENSE AND ARRANGE FOR PROPER INSPECTION OF HIS WORK. SAFEGUARDING OF LIFE, HEALTH, PROPERTY AND PUBLIC WELFARE. 1. ALL STRUCTURAL CONNECTIONS TO USE TECO GALVANIZE) FASTENERS AND HARDWARE 8) THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALL LOCAL FIRE - GATE 0 f UNLESS OTHERWISE NOTED: DEPARTMENTS REQUIREMENTS AND REGULATIONS, PROOF OF WHICH SHALL BE FURNISHED THE RESPONSIBILITY OF THE LI� f�JSE. � `'� ' FLUSH JOIST CONNECTION U-GRIP TO THE FIRE MARSHAL PRIOR TO THE INSTALLATION OF SUCH MATERIALS AND FE 2.4`E "' ✓"`�{ PRODUCTS. FE O 9'W` .: 0 3,N POST AND BEAM CONNECTION POST-CAP lVIN ' OLr1Iw LOT 13 !� i g POST-PIER CONNECTION ANCHOR BASE 9) MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES, LIGHTING, COURSING, THE MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH FE 1.1'E /S OIAS C 1 2. INSTALL ALL FLOOR FRAMING, 1X3 WOOD CROSS BRIDGING NOT TO EXCEED 8" O.C. DIMENSIONS, HEIGHT, ALIGNMENT, ETC. MOVE AND RE-LOCATE ANY PARTITIONS, WIRING, CHAPTERS 12-24 OF 2020 NYSMC & 2020 NYSRC O 2°G � PLUMBING AND DUCTWORK THAT MAY BE CONCEALED IN WALLS OR CEILINGS BEING 140 . 69 3. SOLID BLOCKING IN ALL EXTERIOR AND LOAD BEARING PARTITIONS, MAXIMUM OF 48 O.C. REVISED, TO PROVIDE A COMPLETE JOB IN ALL RESPECTS 4`SPLIT 4. INSTALL 2X BLOCKING UNDER ALL BEARING WALLS INHERE BEARING WALL DOES NOT ALIGN 10) PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW AND NOTE: ALL NEW MECHANICAL EQUIPMENT SPECIFICATIONS SHALL BE FILED WITH RAIL ' $� W/FLOOR JOISTS. EXISTING AREAS. INSTALL AND REMOVE (AFTER COMPLETION) ALL TEMPORARY BUILDING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION Y 5. IN BEARING WALLS OR PARTITIONS, NO STUD IS TO BE CUT MORE THAN 1/3 ITS DEPTH. SUPPORTS, HEADERS AND DUST SCREENS TO ADEQUATELY SUSTAIN ALL LOADS AND - 6. STUD FRAMING HAVING AN UNSUPPORTED HEIGHT 0= MORE THAN 10'-0" IS TO HAVE SOLID PROTECT EXISTING WORK FROM DAMAGES OF ANY KIND, INCLUDING DUST. THE FUEL GAS SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH 8'-0' 2X STUD BRIDGING, OF SAME SIZE AS STUD WALL, AT INTERVALS NOT TO EXCEED 11) FLASH, CAULK AND SEAL, ALL JUNCTIONS OF NEW AND EXISTING ROOFS, WALLS AND PENETRATIONS TO FORM A WATERTIGHT CHAPTER 24 OF 2020 NYSMC & 2020 NYSRC 7. SILL PLATES IN BEARING WALLS OR EXTERIOR PARTITIONS TO BE NOT LESS THAN (1) 2X ASSEMBLY. ALL FLASHING TO BE 16 OUNCE COPPER SHEETING UNLESS NOTED PLOT PLAN MEMBER OF THE SAME WIDTH AS THE STUDS. OTHERWISE, AND EXTEND AT LEAST 8" ABOVE INTERSECTING SURFACES. THE PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH J 8. STRUCTURAL STEEL TO BE ASTM A36. DETAILED, FABRICATED AND ERECTED AS PER AISC. 12) ALL ELECTRICAL WORK SHALL CONFORM TO RULES AND REGULATIONS OF THE NATIONAL CHAPTERS 25-33 OF 2020 NYSMC & 2,020 NYSRC 9. ALL WOOD FRAMING, INCLUDING JOISTS, BEAMS, POSTS, STUDS, ETC..., TO BE ELECTRIC CODE AND N. Y. STATE BOARD OF FIRE UNDERWRITERS. THE FINAL CERTIFICATE OF APPROVAL MUST BE PRESENTED TO THE OWNER PRIOR TO FINAL PAYMENT. SCALE: 1 -0 » = 20 -0„ DOUGLAS FIR #1 OR BETTER WITH Fb=1000 P.S.I., SINGULAR, Fb=1000 P.S.I., REPETITIVE. 13) ALL STRUCTURAL LUMBER SHALL BE DOUG-FIR #1 GRADE HAVING A MINIMUM STRESS OF ELECTRICAL EQUIPMENT AND WIRING SHALL BE INSTALLED IN ACCORDANCE WITH 10. ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS AND FB 1000 PSI E 1.5 X 10.6 UNLESS NOTED OTHERWISE. DOUBLE STRUCTURES AROUND CHAPTERS 34-43 OF 2020 NYSMC & 21020 NYSRC ALL OTHER REQUIREMENTS OF APPLICABLE U.S. COMMERCIAL STANDARDS FOR THE FLOOR, CEILING AND ROOF OPENINGS. TYPE AND SPECIES OF PLYWOOD AND SO BE ICENTIFIED BY AN APPROVED AGENCY. 14) ALL FOOTINGS, PIERS, PILASTERS, ETC. SHALL HAVE A MINIMUM STRESS OF FC 3500 PSI DISTRICT: 1000 11. THE ENTIRE WORK SHALL BE ACCURATELY FRAMED PLUMB. LEVEL AND TRUE, WELL SPIKED, AT 28 DAYS AND SHALL REST ON UNDISTURBED SOIL HAVING A MINIMUM BEARING BRACED AND ANCHORED TOGETHER TO FORM A RIGID STRUCTURE, AND TO INSURE CAPACITY OF 2 TONS PER SQ. FT. SECTION: 083.00 EVEN 15) PROVIDE ACCESS AND VENTILATE ALL CRAWL AND ATTIC SPACES AS PER CODE. PLANS SUBMITTED WITH THIS APPLICATION CONFORM TO ALL THE APPLICABLE SETTLEMENT AND SHRINKING THROUGHOUT, UNLESS OTHERWISE NOTED ON THE PLAN. (MEASURED IN TOTAL FREE AREA.) BLOCK: 01 .00 ALL FRAMING MEMBERS TO BE 16" O.C. O.N.O 16) THE ENTIRE PREMISES, INSIDE AND OUT, SHALL BE CLEANED OF ALL DEBRIS AND EXCESS REQUIREMENTS OF THE 2020 NYSMC, 2020 NYSRC, AND 2020 NYSECCC. LOT: 021.000 12. DOUBLE JOIST AROUND ALL OPENINGS AND BELOW 4LL PARALLEL WALL PARTITIONS AND MATERIALS, TO THE SATISFACTION OF THE OWNER, INCLUDING LABELS AND PROTECTIVE AT TUB AREA. COATINGS ON ALL MATERIALS. 13. ALL STRUCTURAL WOOD SHALL BE KEPT 2" BACK FROM CHIMNEYS. 17) REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAIVER OF LIENS, SIGNED AS PER SECTION 301 .1 .1 OF IRC, PLANS SUBMITTED WITH THIS APPLICATION 14. PROVIDE ALL LINTELS OR HEADERS NOT INDICATED ON DRAWINGS OVER ALL OPENINGS. BY ALL SUB-CONTRACTORS AND MATERIAL SUPPLIERS, IN ADDITION TO THE GENERAL CONFORM AND ARE DESIGNED IN ACCORDANCE WITH THE AMERICAN FOREST HEADERS ARE TO BE EQUAL TOP FULL WIDTH OF FRAMING (MIN. (2) 2" X 8"). CONTRACTOR.18) ALL ITEMS OF WORK IDENTIFIED ON THE DRAWINGS BY NAME, NOTE OR MATERP1 AND PAPER ASSOCIATION (AF & PE) WOOD FRAME CONSTRUCTION MANUAL 15. JOIST HANGERS, ETC., TO BE TECO OR EQUAL FOR ALL FLUSH STRUCTURAL CONNECTIONS. DESIGNATION ARE NEW UNLESS OTHERWISE NOTED. INFORMATION RECEIVED FROM SURVEY 16. ALL WINDOWS AND DOOR OPENINGS, UNLESS OTHERWISE INDICATED, SHALL HAVE STUDS 19) ALL NEW MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH FOR ONE AND TWO-FAMILY DWELLINGS (WFCM 2018.) DOUBLED ON JAMBS. MANUFACTURERS LATEST PRINTED SPECIFICATIONS AND WITH ALL CODE REQUIREMENTS. PREPARED BY: 17. ALL FLOOR JOISTS SHALL BE CROSSBRIDGED WITH 5/4" K 3" BRIDGING AT MIDSPAN OR 20) ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH BEST STANDARD TRADE AERIAL LAND SURVEYING, D.P.0 INTERVALS NOT TO EXCEED 8' O.C. PRACTICES. ALL TRADES SHALL COOPERATE TO FACILITATE JOB SCHEDULING AND 18. THE TOP AND BOTTOM EDGES OF JOISTS MAY BE NOTCHED NOT TO EXCEED 2". COMPLETION. 2-18-24 ISSUED FOR BUILDING PERMIT T.M.M. 53 PROBST DRIVE 19. TOP PLATES OF EXTERIOR STUD WALLS AND INTERIOR BEARING PARTITIONS MAY NOT BE 21) PROPRIETARY NAMES IDENTIFYING ITEMS OF WORK ARE USED TO DESIGNATE THE LESS THAN (2) 2X MEMBERS OF THE SAME WI)TH OF THE STUDS, LAPPED AT STANDARD OECONSTRUCTION. ITEMS OF EQUAL QUANTITY MAY BE SUBMITTED FOR REVIEW 2- -24 ISSUED FOR PRELIMINARY BID T.M.M. SHIRLEY, NY '11967 AND APPROVAL. CORNERS AND 22) CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ADJOINING REMAINING AREA'S # ; D TE: REVISION DESCRIPTION: BY: (833)-787-8393 INTERSECTING PARTITIONS WITH SPLICE IN UPPER PLATE AT LEAST 32 " FROM SPLICE IN AS A RESULT OF HIS WORK AND SHALL REPAIR ANY DAMAGED SURFACE TO THEIR LOWER PARTITION, BOTH OCURING OVER STUDS. PRE-EXISTING CONDITIONS OR AS MAY BE REQUIRED TO COMPLETE THE ENTIRE SCOPE 20. FOR RESILIENT FLOOR INSTALLATION, UNDERLAYMENT TO BE lh" SANDED FACE APA UNDER OF WORK. G A G L I A N O RESIDENCE LAYMENT INT., INSTALLATION TO BE SAME AS =OR CARPET INSTALLATION. 23) INDICATIONS OF WORK TO BE REMOVED ARE GENERAL ONLY, AND ARE NOT INTENDED TO 21. HARDWOOD STRIP FLOOR TO BE INSTALLED WITHOUT UNDERLAYMENT AND TO BE SET PER SHOW ALL ITEMS WHICH MAY REQUIRE REMOVAL. SUCH ITEMS SHALL BE REMOVED, 535 BIRCH LANE CUTCHOGUE NY 11935 PENDICULAR TO FLOOR JOISTS, ALL HARDWOOD FLOORING TO RECEIVE LAYER OF 15# RELOCATED, AND OR REINSTALLED AS REQUIRED FOR INSTALLATION OF NEW WORK. BUILDING PAPER UNDER FINISH FLOCR, 24) LANDSCAPING TO BE REMOVED AND RELOCATED AS REQUIRED BY THE NEW WORK SHALL 22. ALL WALLS AND CEILINGS SHALL BE FINISHED WITH %" CYPSUM WALLBOARD EXCEPT AS BE HAND EXCAVATED ALLOWING FOR AN ADEQUATE ROOT BALL AS REQUIRED BY PROPER 'f J A M E S DE LUCA ARCHITECT INDICATED OTHERWISE ON DRAWING. USE WATERPROOF TYPE IN AREAS OF MOISTURE. NURSERY PRACTICES. q ! 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 :` y TEL: (631) 367-7011 CLIMATE AND GEOGRAPHIC DESIGN CRITERIA `k .P� -� SUBJECT TO DAMAGE FROM 1, . 5 DATE: PROJECT: DRAWN BY: WIND DESIGN GROUND SEISMIC WINTER ICE BARRIER SNOW LOAD SPECIAL DESIGN DESIGN UNDERLAYMENT FLOOD AIR FREEZING MEAN ANNUAL SPEED(MPH) TOPOGRAPHIIC WIND WIND-BORNE CATEGORY WEATHERING FROST LINE TERMITE TEMP REQUIRED HAZARDS INDEX TEMP EFFECTS REGION DEBRIS ZONE DEPTH COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. COV 1500 OR THE DUPLICATION, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR 30 PSF 130 NO NO ZONE 1 B SEVERE 3'-0" YES 150 YES AS/ FIRM LESS 510 USE OF THESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: gagiiano_proposed 1 28 24.dwg PLOT DATE: Friday, February 23, 2024 A S3 WINDOW NOTES: 1.Roof Composition: 30 year dimensional roof shingles by GAF or equal, color, weight and style to be IT IS THE INTENT THAT ALL WINDOWS TO BE ANDERSEN 400 selected, over 15# building felt on 5/8" cdx plywood sheathing over roof rafters 4'-0" SERIES WITH "TRUE DIVIDED LITE WITH SPACER BAR" (UNLESS (refer to framing plans for sizes & spacing). Provide 36" strip of water / ice OTHERWISE APPROVED BY ARCHITECT). PROVIDE EXTENSION guard at bottom intersection of roof & fascia and at all roof intersections (ie: CIR 31 JAMBS AS REQUIRED. valleys/ crickets). refer to drawings for additional areas. AZEK TRIM IF A DIFFERENT MANUFACTURER IS SELECTED BY OWNER, 2.Ridge Vents: 2W/3H ARCHITECT MUST BE NOTIFIED TO ENSURE COMPARABLE UNITS Shingle style ridge vent, matching style & color of roof shingle. Installed in strict PANEL ARE UTILIZED AND SPECIFICATIONS ARE MAINTAINED accordance with manufacturers specs. Locations as indicated. PROVIDE (2) LAYERS OF ICE ANY DEVIATIONS FROM WINDOW SIZES, GRILLE STYLE OR TW 2842-3 PATTERNS OR ANY HEADER HEIGHTS/ SIZES WITHOUT 3.Collar Ties: AND WATER SHIELD AT LOW ARCHITECT'S APPROVAL WILL NOT BE ACCEPTABLE Install 2"x6"collar ties 32" o.c. u.n.o., Locations as indicated. (Lag bolt every third PITCH CRICKET AREA 411 TDL tie, using %" dia. bolts, in vaulted clg areas). CONTRACTOR NOT TO MAKE ANY CHANGES, SUBSTITUTIONS OR CW 135 I ORDERSWITHOUT APPROVAL F H ER AND 4. offits & Fascia Boards: WITH T THE ROV 0 BOTH THE OWN A S l ARCHITECT AND WILL ASSUME ALL RESPONSIBILITY AND COSTS INCURRED TO / Soffits be Azek t&g - — - CHANGE/ REFLECT THE PROVIDED PLANS �t Provide o1" x 8" fasica board w 5 4" x 2" accent boards to be Azek, 2W/2H L..._ .....i .... ........._._.:....: / / E EXISTING I painted finish to match home. RIDGE HEIGHT PROPOSED OVERF half—round gutters and leaders, location to be determined in field, I I REMOVE ANY/ ALL as required tow village Provide 6" I a P 9 q y / g t new ywe , see hal i`.....:...` ..j.. COMBUSTIBLE MATERIALS PRIOR calculations rovide eifrequdredi in drywell GUTTE L............I...... EXISTING I - ALIGN ALL LOCATIONS OF GUTTERS EADER D LEADERS TO BE REIVEWED TO FRAMING e u n a e r ...........:........ RIDGES RIDGE HEIGHTIN FIELD WITH ARCHITECT PRESENT PRIOR TO INSTALLATION 6.Wall Composition: Provide Hardie shingles, 6" exp to weather, over tyvek house wrap over 1/2" cdx - CONTRACTOR TO COORDINATE MEETING OR ASSUME THE plywood on exist. new 2"x6" wood studs 16" o.c. with R-19 batt insulation & COST OF RELOCATION OF ANY GUTTERS/ LEADERS IF Y HI C NER 5/8" gwb (interior face) tape & spackle (3) coats. CW 135 IF 2W/2H YOR NOTE: AS LE 19 OF THE NEW K PER PAT 1265 TO TITLE a' CODES, RULES AND REGULATIONS NYCR SIGN AND i , R R I ( ) TH A OPTIONAL © I I I I j I (p, ! - I SYMBOL NOTIFYING LOCAL CODE ENFORCMENT AGENCIES THE SHED DORMER, l 4 3 4 — I �. 11„ ....._ PRE L E—ENGINEERED WOOD CONSTRUCTION IS USED IN A PROVIDE 00 " RESIDENTIAL STRUCTURE, MUST BE PLACED TO EXTERIOR OF L .i..... ( STRUCTURE PRICING AND L.............._ COORDINATE : : 2W/3H j I I I I ILJL WITH OWNER I INCLUSION TO SCOPE — — — — — — — — — L OPTION TO REPLACEit CSMT/PICT/CSMT ASSM. IN—KIND WITH FL.ANKERS TO RECEIVE D—H j li I I �_4� VIXEN HILL OR TIMBERLINE STYLE GRILLE W 2-1 4" _ - WITH METAL HARDWARE / / 1 : - -- - -- I I CHECKRAIL DETAIL : : x 1 OPTION TO BE USED IF NEWL. I I . 1 . I I I I. REMOVE I DOUBLE HUNG COMBO EXCEEDS I_ L_'._' J ;__ 'f _ _L... . L— _L — EXISTING WINDOW a ' 1... . �....a._ , . , . . �, _ EXISTING R.O. IN WIDTH. ILL AS CONTRACTOR TO VERIFY HGT & MADTCH F CONDITION Q. TO — — — — — — WIDTH OF EX. UNIT/ OPENING — I : I 1 1 _ i : i CXW 135 TW 2042 DHP31042 TW 2042 4/1 TDL 4/1 TDL PROVIDE STACKING RET. BLOCK UNITS TO EX. To REMAIN CREATE EGRESS WELL CW 14 TW 2842 TW 2842 A 2W/3H 4/1 TDL 4/1 TDL PROPOSED FRONT ELEVATION S3 CIR31 SCALE: 1 /4"= 1 '- 0" 2w/2H TW 2842-2 TW 2842 AP42V 411 TDL j 4/1 TDL 3W/3H �t PROPOSED OVERFRAME GABLE, NEW ROOFING MATERIAL, REMOVE (3) LAYERS, REMO E ANY/ ALL REPLACE ANY DAMAGED SHEATHING AS COMB STIBLE MATERIALS PRIOR REQUIRED AND INSTALL NEW 30 YEAR - -L- - ----� TO FRAMING ASPHALT SHINGLE OVER #15 BUILDING FELT I I I , --- -iII I ' ! : �- -1 �-1--1 - I it _ - - -- - --- ---- it i Jy I 1 i 00 i II I , i . . :.......... ; i : I I : 1 I : : I I I , SIDI NG TO BE ` i REPL ACED, LA . I I . CONTRACTOR TO L 00 PROVIDE VARIOUS 1 _. . : .: .... ............ 1. (.. 1 ._I �. PRICING SOLUTION,._ , 2 18 24 ISSUED FOR BUILDING PERMIT T.M.M. i L.._L.. L.....I. i'. . 2 -�4 ISSUED FOR PRELIMINARY BID T.M.M. I ) # : D trE: REVISION DESCRIPTION: BY: -- --- PROVIDE WOOD FRAMED �r i GAGLIANO RESIDENCE PLATFORM, RISERS WITH "� 535 BIRCH LANE CUTCHOGUE NY 11935 EX. PANELS AND FRAMES TO COMPOSITE DECKING FINISH !'�`�L' �° "t .® REMAIN TW 2842 HP 4 042 TW 2842 TW 2436 3068 AND VINYL RAILING DOWN TO o GRADE. PROVIDE 8x16 CONC � '� ;C D tj J A M E S DE LUCA ARCHITECT 4/1 TDL 411 TDL 4/1 TDL 2W/4H EX. STEPS AND RAILING DOWN `�' " PAD AT FIRST STEP. TO GRADE TO REMAIN, PROVIDE « 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 PRICING ALTERNATE TO �� � '` * �' i 6L:TE REPLACE IN KIND ( 3 ) 367-7011 DATE: PROJECT: DRAWN BY: PROPOSED REAR ELEVATION COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. THE ATION, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR USE OF THESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY SCALE: 1 /4"= 1 '—0 ' PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: gagliano_proposed 1 28 24.dwg PLOT DATE: Friday, February 23, 2024 I I CX 14 I f f I I f f f 6/1 DH STYLE W/2-1/4" I I CHECKRAIL I f I I f f CX 24 f I I 6/1 DH STYLE W/2-1/4" I PROPOSED OVERFRAME GABLE, PROPOSED OVERFRAME GABLE, f CHECKRAIL f I REMOVE ANY/ ALL REMOVE ANY/ ALL 1 COMBUSTIBLE MATERIALS PRIOR COMBUSTIBLE MATERIALS PRIOR I ` AREA OF LAYOVER FRAMING TO f I I TO FRAMING TO FRAMING I \ MATCH EXISTING SHED BEYOND 10 ; I 1, 0„ _... .._ I I . I I I REPLACE SIDING REPLACE SIDING I I I o THROUGHOUT I I THROUGHOUT i I f 1,_9„ 1,_9» I ao NEW WINDOW TRIM n NEW WINDOW TRIM \ DETAIL THROUGHOUT I I. DETAIL THROUGHOUT \ EXISTING UNITS TO BE WINDOW LOCATION TO BE I REPLACED, NEW UNITS TO BE RECENTERED OFF NEW OVERALL CW 14 WHITE IN COLOR INTERIOR AND INTERIOR ROOM SIZE I I PROVIDE WOOD FRAMED PLATFORM, RISERS WITH 2'-9" EXTERIOR, VERIFY EXISTING CO MPOSITE DECKING FINISH SIZES PRIOR TO ORDERING -00 AND VINYL RAILING DOWN TO LL GRADE. PROVIDE 8x16 CONC PAD AT FIRST STEP. EXISTING WOOD STAIRS AND _ RAILING (NOT SHOWN FOR EXISTING UNITS TO BE CLARITY) TO REMAIN REPLACED, NEW UNITS TO BE UNCHANGED WHITE IN COLOR INTERIOR AND CW 14 CW 14 C 13 EX. PANELS AND FRAMES TO EXTERIOR. D-H GRILLE D-H GRILLE 2W/3H REMAIN CONTRACTOR TO VERIFY EXISTING GRADING TO REMAIN EXISTING UNITS TO BE EXISTING OPENING SIZES AND REPLACED, NEW UNITS TO BE COORDINATE WITH NEW UNIT _ WHITE IN COLOR INTERIOR AND EXTERIOR, VERIFY EXISTING — — — — TW 3042-2 TW 3042-2 OVERHEAD DOOR, WOOD TIE SIZES PRIOR TO ORDERING WALLS TO REMAIN 411 TDL 4/1 TDL PROPOSED LEFT SIDE ELEVATION PROPOSED RIGHT SIDE ELEVATION SCALE: 1 /4"= 1 '- 0" SCALE: 1 /4"= 1 '- 0" COPPER FLASHING ASPHALT ROOF SHINGLE OVER # 30 BLDG FELT 5/4" CAP ON 5/8" ROOF s SHEATHING MIS �I� M r 2" BED 1X2 ACCENT BAND OVER MOULDING 1X8 FASCIA BOARD 2y 41a 12 AS PER ELEVATION g IL 5/4 x 3 ACCENT BAND g IL OVER 1X8 FASCIA BOARD 1"X 4" AZEK w TRIM BOARD 6" ALUM. GUTTER, U.N.O., UNIT AS ER PLAN 3z„ PROVIDE 4" SDR-35 Z PIPING TO DRYWELL AS REFER TO PLAN REQUIRED BY TOWN/ AND VILLA;E ELEVATIONS FOR MODEL #'S 2-18-24 ISSUED FOR BUILDING PERMIT T.M.M. AND GRILLE PATTERNS 2 4-24 ISSUED FOR PRELIMINARY BID T.M.M. # : j E: REVISION DESCRIPTION: BY: EXTERIOR GAGLIANO RESIDENCE STUD WALL CONSTRUCITON 2 X SILL " 5315 BIRCH LANE CUTCHOGUE NY 11935 ; , G' lool �� ' 1 -0 JAMES DE LUCA ARCHITECT 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 TEL: (631) 367-7011 A Z E D E T ;° DATE: PROJECT: DRAWN BY: WINDOW TRIM DETAIL FASCI FRIE AIL � -- SCALE: 1 "= 1 '- 0" SCALE: 1 "= 1 '— O" COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. THE DUPLICATION, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR USE OF THESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: gagliano—proposed 1 28 24.dwg PLOT DATE: Friday, February 23, 2024 CLOSET TO BE REMOVED, PROVIDE 29'-B" NEW ENTRY DOOR AND STEPS TO GRADE NEW WINDOW UNITS, REFER NEW WINDOW REPLACE TO PLAN FOR NEW MODEL LOCATION FOR WINDOW UNIT NUMBERS UNIT LOCATIONS NEW WINDOW FIREPLACE M E ALL WALL TO BE SHIFTED IXTU ES AN TO ENLARGE FINISH EXTEND ROOF Ll Bath ADJACENT SPACE Enclosed Porch THRO HOUT DI RMERI BY BATH TO BE BATHROOM CORNER no RENOVATED ° SLIDER TO BE REPLACED WITH PARTITIONS TO BE OPPOSITE REMOVED SHOWN OPERATION HATCHED Bedroom CLOSET TO RELOCATE BEDROOM TO REMOVE DOOR Bedroom BE REMOVED REMOVE SHOWER _ SECOND FLOOR ADDITION AND AND INFILL AND REFRAME WINDOW TO BE BE REPLACED WITH CONVERT SPACE TO DEN OPENING AREA FOR TUB SPACE TO BE d SMALLER UNIT, VERIFY CLEARANCE OPEN TO BELOW EXISTING LOW WALL DIVIDED TO CREATE c� Living Room SEPARATE SPACES WITH EXISTING ROOF LINES. CLOSET TO TO REMAIN, ALTER AS BE REMOVED REQUIRED FOR NEW REFRIG. O PLAN D.W. W.I.C W.I.C. BATHROOM CLOSET TO BE MODIFIED PORTION OF ROOM TO REMOVE ALL ° BECOME DINING AREA FIXTURES AND FINISHED A A OF E N F O Kitchen THROUGHOUT KITCHEN INTERIOR PARTITION TO D 1 0 A D BE RELOCATED TO EXPAND CLOSET AND N op op BATHROOM SPACES N EPANTRY O�^ O ^'� DOOR LOCATION N 110, TO REMAIN, RELOCATE Bedroom WOOD ENTRY CLOSET TO BE REMOVE AND SWITCHES AS STEPS TO MODIFIED RELOCATE TO REQ. REMAIN REAR WALL 8'-7" 4'-1" " 17 -1 ADJUST WINDOW LOCATION FOR NEW CENTERLINE OF ROOM EXISTING FIRST FLOOR PLAN EXISTING SECOND FLOOR PLAN SCALE: 1 /4"= 1 '- 0" SCALE: 1 /4'— 1 '-0" 2-18-24 ISSUED FOR BUILDING PERMIT T.M.M. 2- -24 ISSUED FOR PRELIMINARY BID T.M.M. # : Df E: I REVISION DESCRIPTION: BY: GAGLIANO RESIDENCE S rd 535 BIRCH LANE CUTCHOGUE NY 11935 JAMES DE LUCA ARCHITECT t p $ 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 . TEL: (631) 367-7011 •' DATE: PROJECT: DRAWN BY: COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. T LICATION, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR USE OF THESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: gagliano_proposed 1 28 24.dwg PLOT DATE: Friday, February 23, 2024 A L A S3 S3 29'-8 90 13'-10" 7 -8 5'-0 1 E 1�8" e— -70, 4P-339 ol 8 I-011 10*-7" 6 11 AP42V TW 2842 TW 2842-2 3068 TW 2436 TW 2842 DHP 41042 2 421 1 1 1 1 1 I %] FIRE FLACE 2668 7'-11?! 130--0" rn Bath ................. 2668 en Spac� INFILL Enclosed Porch 00 w lBedroom CN AS C) REQUIRED 0 >< Living Room v S' OPEN TO BELOW cfl C) (D I LL i 0 L I If ,LOS. U- 3 -7" 4 "' '-6 18'-8" BUNK 10 10 ..... .... 2068 BED 8'-10" 3'-10" 2'-0" 4'-0" 0 2668 C14 .. ... ............. FU LL . .......... BED T U — — — oi �c-- EXIST r7 L--J L -J I cV co tub rr—7 ———————— ——————— CD Bedioom TUB/ c� Wth /V— L--JL-- 1-4 W.I.C. SHWR C14 C) cv) Dining Room 1 0 6 C� 0 1 1 Ji 1 2'-0 O� rl 0- _4---------- lo S/ L Kit hen TOW U L=j U T [L I TOW L D.W. S11\ K TR 2868 2468 28" OPENING CW 135 �3 � P.DR. AND BARN 36" 31 F 7 L 0 \RANGZ STYLE DOOR EX. =4 -4 FRIDGE 0 A--- 00 0 PANTRY rl 7q LOC. 0 1 135 Bedroom -- EQ EQ TW 2�142-3 TW 2042 DHP31042 TW 2042 cxw 135 8'-T 7 4'-l" 80-3" S 2068 ST Ll N. PANTRY cw 1 CENTERLINE OF DOOR (sl BELOW ELOW >WINDOW LOCATION F1 1 f INFILL AS TW 2842 REQUIRED TW 2842 3'-41' 170-49* 3'-Otl 51-4 11 5'-40' 3'-0 Ir FIRST FLOOR PLAN SECOND FLOOR PLAN SCALE: 1 /4 1 0 SCALE: 1 /4 1 0 KITCHEN NOTE: KITCHEN LAYOUT FOR ILLUSTRATION PURPOSES ONLY. FINAL KITCHEN LAYOUT PROVIDED BY KITCHEN DESIGNER. KITCHEN DESIGNER/ CONTRACTOR TO FIELD VERIFTY ALL DIMENSIONS PRIOR TO ORDERING/ INSTALLATION OF ANY CAE31NETRY AND APPLIANCES. * PROVIDE WATER FILTRATION SYSTEM TO ALL REQUIRED APPLIANCES FOR KITCHEN AREA.* PARTITION LEGEND: = EXISTING WALLS TO REMAIN = DEMOLISHED PARTITIONS — = PROPOSED WALLS 2-18-24 ISSUED FOR BUILDING PERMIT T.M.M. 7-17 4 //7/- = UPPER CARNETS -24 ISSUED FOR PRELIMINARY BID T.M.M. # E: REVISION DESCRIPTION: BY: GAGLIANO RESIDENCE 535 BIRCH LANE CUTCHOGUE NY 11935 JAMES DE LUCA ARCHITECT l7x� 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 TEL: (631) 367-7011 DATE: PROJECT: DRAWN BY: COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. TH ATION REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR USE OF THESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: gogliono—proposed 1 28 24.dwg PLOT DATE: Friday, February 23, 2024 G AND SUBFLOORINGSECTION R502.2.2 - BLOCKING SECTION F.3o3.7&8 - STAIRWAY ILLUMINATION SECTION 1607.8 LOADS ON HANDRAILS, GUARDS, GRAB BARS, BLOCKING SHALL BE A MINIMUM OF UTILITY GRADE LUMBER OR ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH SEATS AND VEHICLE BARRIERS SECTION R-103 A MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND NO. 4 COMMON GRADE BOARDS. HANDRAILS, GUARDS, GRAB BARS, ACCESSIBLE SEATS, ACCESSIBLE NOTE: AS PER N1102.2.4 (R: 402.2.4) PROVIDE ACCESS HATCH WEATHER TREADS. INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN SECTION R502.1.1.2 - END-JOINTED LUMBER BENCHES AND VEHICLE BARRIERS SHALL BE DESIGNED AND INSULATION: STRIPPED AND INSULATED TO LEVEL EQUIVALENT TO SURROUNDING ARTIFICIAL. LIGHTS SOURCE LOCATED IN THE IMMEDIATE VINCINITY OF APPROVED END-JOINTED LUMBER IDENTIFIED BY A GRADE MAEK CONSTRUCTED FOR THE STRUCTURAL LOADING CONDITIONS SET FORTH WALLS: R19 BATT INSUL EACH LANDING OF THE STAIRWAY. FOR INTERIOR STAIRS THE CONFORMING TO 502.1.1 MAY BE USED INTERCHANGEABLY WITH IN THIS SECTION ROOF: R38 BATT INSUL SURFACES ARTIFICIAL. LIGHT SOURCES SHALL BE CAPABLE OF ILLUMINATING SOLID-SAWN MEMBERS OF THE SAME SPECIES AND GRADE. BETWEEN FLOORS: SOUND BATT TREADS AND LANDINGS TO LEVELS NOT LESS THAN 1 FOOT 1607.8.1 HANDRAILS AND GUARDS. HANDRAILS AND GUARDS SHALL BE NOTE: REFER TO "SHEET S4" FOR AIR LEAKAGE SEALANT DETAILS AND CANDLES (11 LUX) MEASURED AT THE CENTER OF TREADS AND SECTION R9o5.1.2 - ICE BARRIERS DESIGNED TO RESIST A LINEAR LOAD OF 50 POUNDS PER LINEAR LOCATIONS. A THIRD PARTY RATER TO PERFORM BLOWER TEST AND LANDINGS.. EXTERIOR STAIRWAYS PROVIDING ACCESS TO BASEMENT IN AREAS WHERE THE AVERAGE DAILY TEMPERATURE IN JANUARY IS FOOR(PLF) (0.73KN/M) IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE WINDOWS: ANDERSEN 400 SERIES, FORM THE: OUTSIDE GRADE LEVEL SHALL BE PROVIDED WITH AN 257 OR LESS OR WHEN TABLE R301.2(1) CRITERIA SO DEIGNATES, 7. GLASS HANDRAIL ASSEMBLIES AND GUARDS SHALL ALSO COMPLY FDL, AIR REVIEW FOR COMPLIANCE WITH SECTION N1102.4.1 .2 (R402.4.1 .2) AND ARTIFICIAL_ LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF AN ICE BARRIER THAT CONSISTS OF AT LEAST TWO LAYERS OF WITH SECTION 2407 ASTM E779 & ASTM E1827 AND 50 PASCALS THE BOTTOM LANDING OF THE STAIRWAY. UNDERLAYMENT CEMENTED TOGETHER OR OF A SELF-ADHERING EXCEPTIONS: U-FACTOR: 0.27 EXCEPTIONS:- POLYMER MODIFIED BITUMEN SHEET, SHALL BE USED IN LIEU OF 1. FOR ONE- AND TWO-FAMILY DWELLINGS , ONLY THE SINGLE SHGC: 0.27 1. AN ARTIFICIAL LIGHT SCURCE IS NOT REQUIRED AT THE TOP AND NORMAL UNDERLAYMENT AND EXTEND FROM THE EAVE'S EDGE TO A CONCENTRATED LOAD REQUIRED BY SECTION 1707.8.1.1 SHALL NOTE: HOUSE TO BE EQUIPPED WITH PROGRAMMABLE THERMOSTATS ON A BOTTOM LANDING, PROVIDED AN ARTIFICIAL LIGHT SOURCE IS POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE BE APPLIED LOCATED DIRECTLY OVER EACH STAIRWAY SECTION. BUILDING. 2. IN GROUP 1-3, F, H AND S OCCUPANCIES, FOR AREAS THAT PATIO DOORS: ANDERSEN 400 SERIES, DAILY SCHEDULE FOR EACH ZONE OF HEATING AND AIR CONDITIONING AS 2. OWNER-OCCUPIED ONE-FAMILY DWELLINGS NOT SUPPLIED WITH ARE NOT ACCESSIBLE TO THE GENERAL PUBLIC AND HAVE AN FDL, AIR, U-FACTOR: 0.29 PER COMPLIANCE WITH SECTION N1103.1 .1 (R: 403.1 .1 .) OF THE 2018 IECC ELECTRICAL POWER IN ACCORDANCE WITH SECTION RE3301.5 SECTION R8o6.1 -VENTILATION REQUIRED OCCUPANT LOAD LESS THAN 50, THE MINIMUM LOAD SHALL SHGC: 0.20 SECTION IW8. - HAZARDOUSLOCATIONS ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE BE 20 POUNDS PER FOOT (0.29KN/M) NOTE: AS PER N1103.3 (R: 403.3.) DUCTS FOR SUPPLY IN ATTIC SPACES GLAZING IIN DOORS AND EVCLOSURES FOR HOT TUBS, WHIRLPOOLS, CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF 1608.8.1.1 CONCENTRATED LOAD. HANDRAILS AND GUARDS SHALL BE BOILER: EXISTING TO REMAIN TO BE INSULATED TO R-8. ALL OTHER DUCTS OUTSIDE THERMAL SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS. GLAZING IN RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS SPACE BY VENTING OPENINGS PROTECTED AGAINS THE ENTRANCE DESIGNED TO RESIST A CONCENTRATED LOAD OF 200 POUNDS ENVELOPE R-6. DUCTS SHALL BE "ROUGH-IN PRESSURE TESTED" TO SNOW. VENTILATING OPENINGS SHALL BE PROVIDED (0.89KN) IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAT OF RAIN OR HOT WATER HEATER: EXISTING TO SHOW COMPLIANCE WITH N1103.3.3 (R: 403.3.3 THIRD PARTY RATER TO 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WITH CORROSION-RESISTANT WIRE MESH, WITH 1/8 MINIMUM TO 1608.8.1.2 INTERMEDIATE RAILS. INTERMEDIATE RAILS ALL THOSE REMAIN PROVIDE TEST RESULTS REPORT TO CODE OFFICIAL WALKING SURFACE 1/4 MAXIMUM OPENINGS. EXCEPT THE HANDRAIL), BALUSTERS AND PANEL FILLERS SHALL BE SECTION 1t302.6 -FIRE SEPARATIONS SECTION R602.8 - FIRE BLOCKING DESIGNED TO RESIST A CONCENTRATED LOAD OF 50 POUNDS (0.22KN) AIR CONDITIONERS UNDER SEPARATE NOTE: AS PER N1103.3.2 (R: 403.3.2. DUCTS, AIR HANDLERS, FILTER WHERE PARITITIONS ARE USED TO SEPARATE IN ATTACHED GARAGE FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. PERMIT, ALL EQUIPMENT ) FROM A LIVING SPACE OR ITS ATTIC, THE PARTITION ASSEMBLY DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM MANUFACTURE SPECIFICATIONS TO BE BOXES SHALL BE SEALED. JOINTS AND SEAMS SHALL COMPLY WITH SHALL HAVE A 3/4 HOUR FIRE-RESISTANT RATING. AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A SECTION R8o7-ATTIC ACCESS SUBMITTED TO BUILDING DEPARTMENT SECTION M-1601 .4.4 OF 2020 NYS CODE, SEE SHEET S4 FOR TYPICAL TOP STORY AND THE ROOF SPACE. FIRE BLOCKING SHALL BE PRIOR TO INSTALLATION TO SHOW DETAILS SECTION l[,310 - EMERGENCY AND RESCUE OPENINGS PROVIDED IN WOOD-FRAME CONSTRUCTION IN THE FOLLOWING R807.1 - ATTIC ACCESS. BUILDINGS WITH COMBUSTIBLE CEILING OR REGARDLESS OF THE WINDOWS SHOWN ON THESE PLANS, PROVIDE LOCATIONS: ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC COMPLIANCE WITH C104.2.6.1 NOTE: MECHANICAL VENTILATION FOR RANGE HOOD AND BATHROOM FANS AT LEAST ONE WINDOW IN EACH SLEEPING ROOM AND THE 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS. AREAS THAT HAVE A VERTICAL HEIGHT OF 30 INCHES (762mm) OR BASEMENT FOR EMERGENCY ESCAPE. MINIMUM OPENING 5.0 SF ON INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR GREATER OVER AN AREA OF NOT LESS THAN 30 SQUARE FEET (2.8m2). SHALL BE IN COMPLIANCE WITH N1103.6 (R: 403.6.) AND CONTAIN 1ST FLOOR AND 5.7 SF ON OTHER FLOORS. MIN. H=24", MIN W=20", LEVELS. CONCEALED HORIZONTAL FURRED SPACES SHALL THE VERTICAL HEIGHT SHALL BE MEASURED FROM THE TOP OF THE AUTOMATIC OR GRAVITY DAMPERS TO SEAL WHEN NOT IN USE MAX 44 AFF ALSO BE FIREBLOCKED AT INTERVALS NOT EXCEEDING 10 FEET.. CEILING FRAMING MEMBERS TO THE UNDERSIDE OF THE ROOF FRAMING BATTS OR BLANKETS OF MINERAL OR GLASS FIBER SHALL BE MEMBERS. SECTION R311.7.2 - HEADROOM ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING THE ROUGH-FRAMED OPENING SHALL BE NOT LESS THAN 22 INCHES NOTE: AT MOST, 75% OF INSTALLED LIGHTING FIXTURES TO BE THE MINIMUM HEADROOM IN ALL PARTS OF THE STARIWAY SHALL PARALLEL ROWS OF STUDS OR STAGGERED STUDS. BY 30 INCHES (559mm BY 762mm) AND SHALL BE LOCATED IN A NOT BE LESS THAT 6 FEET 8 INCHES MEASURED VERTICALLY FROM 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. WHERE LOCATED IN THE SLOPED PLANE ADJOINING THE TREAD NOSING OR FROM THE AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP A WALL, THE OPENING SHALL BE NOT LESS THEN 22 INCHES WIDE BY 30 FLOOR SURFACE OF THE LANDING OR PLATFORM CEILINGS AND COVE CEILINGS. INCHES HIGH (559mm WIDE BY 762 mm HIGH). WHERE THE ACCESS IS 3. IN CONCEALD SPACES BETWEEN STAIR STRINGERS AT THE TOP LOCATED IN A CEILING, MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC AND BOTTOM OF THE R ENCLOSED SPACES UNDER STAIRS SECTION E�,314/R315/AJ5o1.6/AJ6o1.8/AJ7o1.3/ UN.AJ801.3- SHALL COMPLY WITH R UN. SPACE SHALL BE 30 INCHES (762mm) AT SOME POINT ABOVE THE SMOKE AND CO ALARMS 4. AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT CEILING ACCESS MEASURED VERTICALLY FROM THE BOTTOM OF CEILING FRAMING CARBON MONOXIDE ALARAMS TO BE PROVIDED ON EACH LEVEL WITH AND FLOOR LEVEL, TO RESIST THE FREE PASSAGE PF FLAME MEMBERS. SEE SECTION FOR ACCESS REQUIREMENTS WHERE IS LOCATE IN ATTICS. SLEEPING ROOMS OR FUEL BURNING EQUIPMENT. AND PRODUCTS OF COMBUSTION. MECHANICAL EQUIPMENT S LO SMOKE ALARMS TO BE PROVIDED IN EACH SLEEPING ROOM, OUTSIDE 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE EACH SLEEPING ROOM AND ON ALL FLOORS §RR1001.16. SECTION R702.7-VAPOR RETARDERS 6. FIREBLOCKING OF CONICES OF A TWO-FAMILY DWELLING IS Chapter 10 - Fireplaces IN ALL FRAMED WALLS, FLOOR AND ROOF/ CEILINGS COMPRISING REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. R1001 - R1006 Chimneys and Fireplaces ELEMENTS OF THE BUILODING ENVELOPE, A VAPOR RETARDER SHALL • BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION All installations of chimneys and fireplace to adhere to the SECTION R405.2.2 -VAPOR RETARDER following sections of Chapter 10 of Residential Building Code of New York A 6-MIL.-THICK POLYETHYLENE MOISTURE BARRIER SHALL BE WATER CLOSET State including but not limited to: APPLIED OVER THE POROUS LAYER WITH THE BASEMENT FLOOR OR BIDET CONSTRUCTED OVER THE POLYETHYLENE. 15IN WALL 15IN WALL WALL R1001 : Masonry Fireplaces R1004: Factory-Built Fireplaces R1002: Masonry Heaters R1005: Factory-Built Chimneys SECTION IZ4o6.1 - CONCRETE AND MASONRY FOUNDATION DAMPROOFING. R1003: Masonry Chimneys R1006: Exterior Air Supply EXCEPT WHERE REQUIRED TO BE WATERPROOFED BY R406.2, FOUNDATION WALLS O 30 IN. THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACES LOCATED BELOW Tub J GRADE SHALL BE DAMPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED _�_( 21 IN.' 21 IN,GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8" PORTLAND CEMENT CLEARANCE 30 IN. PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE CLEARANCE 21IN CLEARANCE WALL MIN. R402.4.2 FIREPLACES. NEW WOOD-BURNING SECTION R403.6 MECHANICAL VENTILATION CLEARANCE FIREPLACES THAT ARE DESIGNED TO ALLOW AN (MANDATORY). THE BUILDING SHALL BE PROVIDED DAMPROOFED WITH A BITUMINOUS COATING, 3 POUNDS PER SQUARE YARD OF ACRYLIC OPEN BURN AND NEW 1AOOD-BURNING FIREPLACE WITH VENTILATION THAT MEETS THE REQUIREMENTS MODIFIED CEMENT, 1/8" COAT OF SURFACE-BONDING MORTAR COMPLYING WITH ASTM .TUB UNITS THAT ARE DESIGNED TO ALLOW AN OPEN OF THE THE 2020 NYS RESIDENTIAL CODE OR C 887 OR ANY MATERIAL PERMITTED FOR WATERPROOFING IN §R406.2. CONCRETE 241N.CLEARANCEIN BURN SHALL HAVE TIGHT-FITTING FLUE DAMPERS OR WITH OTHER APPROVED MEANS OF VENTILATION. WALLS SHALL BE DAMPROOFED BY APPLYING ANY ONE OF THE ABOVE LISTED FRONT OF OPENING TIGHT-FITTING DOORS. TIGHT-FITTING DOORS USED OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE DAMPROOFING MATERIRALS OR ANY ONE OF THE WATERPROOFING MATERIALS LISTED IN SHOWER ON A FACTORY-BUILT FIREPLACE LISTED AND AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE R406.2 TO THE EXTERIOR OF THE WALL. WALL LABELED IN ACCORDANCE WITH UL 127 OR ON A WHEN THE VENTILATION SYSTEM IS NOT OPERATING. FACTORY-BUILT FIREPLACE UNIT LISTED AND LABELED IN ACCORDANCE WITH UL 127 SHALL BE R 307. 1 MINIMUM FIXTURE CLEARANCES TESTED AND LISTED FOR SUCH FIREPLACE OR FIREPLACE UNIT. TIGHT-FITTING DOORS USED ON A MASONRY FIREPLACE SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 907. 4" ROOF NEW WOOD-BURNING FIREPLACES THAT ARE DESIGNED VENT Jli TO ALLOW AN OPEN BURN AND NEW WOOD-BURNING FIREPLACE UNITS THAT ARE DESIGNED TO ALLOW AN OPEN BURN SHALL BE PROVIDED WITH A SOURCE ATTIC SPACE OF OUTDOOR COMBUSTION AIR AS REQUIRED BY THE FIREPLACE CONSTRUCTION PROVISIONS OF THE 2020 INTERNATIONAL BUILDING CODE (AS AMENDED), THE BATH 2020 NEW YORK RESIDENTIAL CODES, AS - RELOCATED APPLICABLE. LAV I 4" ROOF 4„ IWC � J�VENT TUB SECOND FLOOR 2" 3" 2" 41 C0 3" BATH M. BATH RELOCATED KITCHEN - --T - I - RENOVATED RENOVATED 2" „ ( LAV 2" 4 2" I 2'1 13„ 3 SINK DW 4„ LAVS I2 WC WC TUB 1" FIRST FLOOR HWR 2» 3„ 2„ CO CO 2» 3„ 2„ 4 CO 1 3„ CO 2-18-2 ISSUED FOR BUILDING PERMIT T.M.M. I 3"_ -4-24 ISSUED FOR PRELIMINARY BID T.M.M. 2 CRAWL SPACE 2 # LAUNDRY ATE: REVISION DESCRIPTION: BY: WA HER PUMP GAGLIANO RESIDENCE 535 BIRCH LANE CUTCHOGUE NY 11935 O CONNECT TO EXISTING �J BSMT FLOOR SANITARY SYSTEM, No J A M E S DE LUCA ARCHITECT INCREASE IN BEDROOM COUNT I c ;� j 29 MAIN STREET COLD SPRING HARBOR NEW YORK 2 CO ;. .�s ii 7 4 TEL: (631) 367-7011 B I N G RISER DIAGRAM DATE: PROJECT: DRAWN BY: PLUM ����� � ilk Scale: n . t. S. COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. THE D CATION, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR USE OF THESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: gagliano._proposed 1 28 24.dwg PLOT DATE: Friday, February 23, 2024 SDZCM..................... ...... zl _s_/ cfm SID.... ........................ ..... .... .. is L _j EXISTING ELECTRIC TO REMAIN, ADD FIXTURES AS PER OWNER'S v DIRECTION AT WALK-THROUGH, INVOICE ADDITIONALLY ........... 7- .......... (P L SD El _J "'—S- -s- cr-- ...................... 100 L ;VPEN PEN$r & Wp cfm v SD/C __o 'ADD — -I I )s", L HF ........... d- .............. Q_A8d C fm 7 r--j ID s L &S .......... _j .......... Li ........... FIRST FLOOR ELECTRICAL PLAN SECOND FLOOR ELECTRICAL PLAN SCALE 1 /4 1 '- 0" SCALE: 1 /4 1 0 Fc)q ELECTRICAL NOTES:- - ALL HI-HATS TO BE 4" LED CANS, WHITE BAFFLES AND TRIM CEILING EXHAUST FAN (SEE PLANS FOR CFM RATING) ELECTRICAL FIXTURES LEGEND 100 CFM ELECTRICAL CONTRACTOR TO DO PRELIMINARY WALK-THROUGH KITS =tQ GARAGE DOOR OPENER FOR ALL OUTLET, SWITCH AND FIXTURE LOCATIONS PRIOR TO - PROVIDE WHOLE HOUSE SURGE PROTECTOR -C'i DUPLEX OUTLET; GFI IN KITCHEN AND BATHROOMS; INSTALLING ROUGH-IN BOXES W/ OWNER OR OWNER'S - BASEMENT TO HAVE SEPARATE 100 AMP SUB PANEL 48" A130VE SLAB IN GARAGE. SD• SMOKE DETECTOR: CARBON MONOXIDE (SD/CM) REPRESENTATIVE - PROVIDE CABLE AND PHONE JACK & USB OUTLET IN EACH - ELECTRICAL CONTRACTOR TO DO WALK-THROUGH FOR ROUGH-IN BEDROOM, OFFICE, LIVING SPACES, LAUNDRY ROOM, AND AS 220V OUTLET FOR DRYER PHONE LOCATION KK LOCATION SIGN OFF W/ OWNER OR OWNER'S PER PLAN. REPRESENTATIVE DECORA STYLE SWITCHES BY "LEVITON" CABLE CABLE LOCATION - PROVIDE 2Y2" CONDUITS OUT TO FRONT & REAR YARD FOR - ELECTRICAL CONTRACTOR TO DO WALK-THROUGH FOR SWITCH `Ulm" DENOTES DIMMER FUTURE LIGHTING CONTROLS PRIOR TO RUNNING SWITCH LEGS W/ OWNER OR "3" DENOTES 3 WAY SWITCH LOW VOLTAGE (PIN SPOT) - PROVIDE TIMER SWITCH IN BASEMENT FOR LANDSCAPE LIGHTING "4" DENOTES 4 WAY SWITCH OWNER'S REPRESENTATIVE - PROVIDE WALL OUTLETS TO CODE: COORDINATE WITH INTERIOR 0 CEILING FAN LOCATION - ELECTRICAL CONTRACTOR TO VERIFY ALL LOCATIONS FOR USB DESIGN HEIGHT AND ORIENTATION ABOVE FINISHED FLOOR OE: uar HI-HAT OWNER TO SELECT, WATTAGE AND MANUFACTURER +_.1 CHARGING OUTLET LOCATIONS WITH OWNER PRIOR TO ROUGH-IN IN BASEBOARD OR ABOVE, HORZ/VERT) FSE FLOOR DUPLEX OUTLET W/ OWNER OR OWNER'S REPRESENTATIVE - PROVIDE LIFT MOTORS AT ALL HANGING FIXTURES IN CATHEDRAL f--)- WALL SCONCE : OWNER TO SELECT MANUFACTURER EXTERIOR SPOT LIGHT LOCATION - OUTLETS NOT TO BE INSTALLED TO INTERFERE WITH CEILINGS 0 HANGING FIXTURE : OV/NER TO SELECT MANUFACTURER BACKSPLASH TILE WORK OR VANITY MIRROR LOCATIONS. VERIFY - PROVIDE IN BID TO INSTALL ALL OWNER PROVIDED FIXTURES, HF 7_5 FLOURESENT FIXTURE ALL LOCATIONS AT WALK-THROUGH FANS, SCONCES, ETC. i+ EXTERIOR WALL MOUNTED FIXTURE, FIXTURE TO BE - ALL SWITCHES TO BE LUTRON AND LUTRON MAESTRO DIMMERS. WATERPROOF, OWNER 70 SELECT MANUFACTURER NOTE: OWNER TO VERIFY WITH ELECTRICAL CONTRACTOR WHICH LEGS SMOKE DETECTING ALARM DEVICES SHALL BE PROVIDED OF 3 & 4-WAY SWITCHES TO BE ON DIMMERS. 0 SURFACE MOUNTED FIXTURE; OWNER TO SELECT OUTSIDE EACH SLEEPING AREA, IN EACH SLEEPING ROOM AND sm MANUFACTURER ON EACH FLOOR LEVEL (SHOWN ON PLANS AS SD) AS PER STATE CODE R: 317/ AJ102.3 2-18-24 ISSUED FOR BUILDING PERMIT T.M.M. -4-24 ISSUED FOR PRELIMINARY BID T.M.M. # ATE: REVISION DESCRIPTION: BY: GAGLIANO RESIDENCE 535 BIRCH LANE CUTCHOGUE NY 11935 x JAMES DE LUCA ARCHITECT 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 TEL: (631) 367-7011 DATE: PROJECT: DRAWN BY: COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. THE DUPLICATION, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR USE OF THESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: gagliono-proposed 1 28 24.dwg PLOT DATE: Friday, February 23, 2024 5'-8„ q — — — — — — — — — — — 12" SONO TUBE PIER S3 FOOTING W/ 4x4 POST — — AND CB44 POST SEATS 2x8 DJ, 16"OC — W/ (2) 2x8 GIRDER o N EXISTING BURNER TO BE _ REPLACED WITH HIGH N EFFICIENCY GAS FIRED UNIT BY — WEIL MCLAIN OR EQUAL — of o EXISTING PORCH FRAMING TO Utility Room — � � REMAIN UNCHANGED x Unfinished Cellai Space N 9 — 40 — H � 7)U U Of of p O O x x N N Garage CW 14 Ex. Crawl Sp. d- - I PROVIDE STACKING RET. BLOCK UNITS TO CREATE EGRESS WELL 4' 9 A S3 FOUNDATION PLAN Scale: 1 /4"= 1 '-0" FOUNDATION NOTES: SECTION R4o5.2.2 - MOISTURE BARRIER 1. EXCAVATE FOR ALL FOOTINGS, FOUNDATION WALLS, AND A 6-M'IL-THICK POLYETHYLENE MOISTURE BARRIER SHALL BE SUCH OTHER WORK AS MAY BE NECESSARY TO THE APPLIED OVER THE POROUS LAYER WITH THE BASMENT FLOOR DEPTHS AS SHOWN ON THE DRAWINGS. ALL TRENCHES FOR CONSTRUCTED OVER THE POLYETHYLENE. FOOTINGS, FOUNDATIONS, ETC. SHALL HAVE LEVEL, SOLID AND UNDISTURBED BOTTOMS. SECTION R4o6.1 - CONCRETE AND MASONRY FOUNDATION DAMPROOFING. 2. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN EXCEPT WHERE REQUIRED TO BE WATERPROOFED BY R406.2, FOUNDATION WALLS SOIL AT MINIMUM BEARING BEARING SOIL CAPACITY OF (1) THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACES LOCATED BELOW ONE TON PER SQUARE FOOT WITH A MINIMUM OF 4'-0" GRADE SHALL BE DAMPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED COVER. 3. ALL CONCRETE SHALL BE 3,500 P.S.I. GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8" PORTLAND CEMENT 4. WHERE THE WALLS ARE POURED TO GRADE, AND WATER PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE PROOFED, THE CONTRACTOR SHALL BACKFILL AGAINST DAMPROOFED WITH A BITUMINOUS COATING, 3 POUNDS PER SQUARE YARD OF ACRYLIC THEM WITH CLEAN EARTH. CARE SHALL BE TAKEN TO MODIFIED CEMENT, 1/8" COAT OF SURFACE—BONDING MORTAR COMPLYING WITH ASTM BRACE AS REQUIRED TO PREVENT CAVE—INS. BACKFILL TO C 887 OR ANY MATERIAL PERMITTED FOR WATERPROOFING IN §R406.2. CONCRETE BE FREE OF WOOD, TRASH, ETC. WALLS SHALL BE DAMPROOFED BY APPLYING ANY ONE OF THE ABOVE LISTED 5. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS DAMPROOFING MATERIRALS OR ANY ONE OF THE WATERPROOFING MATERIALS LISTED IN BELOW GRADE (EXCEPT SLAB AREAS) SHALL BE WATER R406.2 TO THE EXTERICR OF THE WALL. PROOFED WITH AN ARCHITECT APPROVED PRODUCT 6. ALL CONCRETE FOOTINGS TO BE PROVIDED WITH (3) #5 REINF 7. ALL WALLS TO BE REINFORCED WITH (2) #4 BAR © TOP, MID ** NOTE ** HGT, AND BOT OF WALL & VERTICAL #4 BAR @ 32"OC R:302.13- FIRE PROTECTION OF FLOORS 8. ALL CONCRETE SHALL 'BE AIR ENTRAINED. TOTAL AIR TJI FLOOR ASSEMBLIES SHALL BE PROTECTED WITH CONTENT (PERCENT BY VOLUME) SHALL NOT BE LESS 1/2 GWB MEMBRANE ACROSS ENTIRE BASEMENT CEILING OR ROCKWOOL INSULATION BATTING THAN 5 PERCENT OR MORE THAN 7 PERCENT BETWEEN JTS 9. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE A.C.Q. LUMBER. 2-18-24 ISSUED FOR BUILDING PERMIT T.M.M. 2-4-24 ISSUED FOR PRELIMINARY BID T.M.M. STRUCTURE NOTES: # ; DATE: REVISION DESCRIPTION: BY: PROVIDE FIREBLOCKING AS PER CODE R302.11 =: G A G L I A N O RESIDENCE 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND PROVIDE DRAFTSTOPPING IN FLOOR ASSEMBLIES AS REQUIRED R302 POSTS ABOVE. ?�'. j;. <* 535 BIRCH LANE CUTCHOGUE NY 11935 DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND 4 -• . , ,•�1, STAIRWELL OPENING. (PROVIDE TECO JOIST HANGERS AS REQ'D) ..d; w JAMES DE LUCA ARCHITECT 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 LVL, GIRDERS, ETC. SHALL BE SUPPORTED DOWN TO THE FOUNDATION, FTG'S AND OTHER STRUCTURAL GIRDERS 1' ? TEL: (631) 367-7011 OR HEADERS AS NECESSARY 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS FROM DATE: PROJECT: DRAWN BY: SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY SECONDARY ROOF SYSTEMS, GARAGES OR COVERED PORCHES, ETC. COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. THE DUPLICATION, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR USE OF THESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. L*1 FILE NAME: gagliono_proposed 1 28 24.dwg PLOT DATE: Friday, February 23, 2024 A A S3 S3 *4 k# (2) 1-3/4"x 9-114 LVL's HEADER (2) 1-3/4")( 9-1/4" LVL's HEADER *4 41* II V) 44 11* F- 8) j f2 0 -Q,� BLK g, _J. 00 x 0 0 04 7 7 cl) to x w 0 co 04 _j _j co EX. CEILING x FRAMING TO v 04 REMAIN THROUGHOUT x w .. ........... .. ..... cn PORCH r m ROW OF DBIL (UPSET 2) 1-3/4"x 9-1/4 EXTEND WALL FRAMING UP BLOCKING LVL's HEADER, B.O.BM @ *4 TO NG EX. CLG. HGT. EXISTI RAFTERS 5.5"x 16" P.B. t EX. VAULTED C) FLUSH TO TOP OF JTS SPACE R.O. BLK"g x JOISTS AND REMOVE EXIS t G CEILINt. *4%* 10 —Uii? RR's ON THIS I Ec_QF RIDGE 0 > En :T w i 00 "o > LU C 0 > •�- EW 2 x8 04 CD c v L: j: 0 0 0 w CLG JTS z 0 a _j x 00 LL. o r- 04 • <= > U) co " 04 16OC O 9 z 0 00 x 04 —C4 —C4 C4 w _00 I LL UJI Ej� *40 1 1 0 Jr cq F 71 F1'7 0 0 11 co co x A 04 A S3 X S3 UJI SECOND FLOOR FRAMING PLAN SECOND FLOOR FRAMING PLAN SCALE: 1 /4 1 $- D)p SCALE: 1 /4 1 '-0 TRUSS SIGN: PART 1265 TO TITLE 19 OF THE NYCRR 611 DIAMETER REFLECTIVE RED - REFLECTIVE WHITE PANTONE #187 DESIGNATION FOR STRUCTURAL COMPONENTS THAT THE CONSTRUCTION TYPE ARE OF TRUSS TYPE DESIGNATION SHALL BE Los CONSTRUCTION '1-, '11', "111', 'IV". OR STRUCTURAL NOTES HEADER SCHEDULE ROOF FRAMING LEGEND TO INDICATE THE CONSTRUCTION CLASSIFICATION Z2 STROKE 10. PLYWOOD SHEATHING AT FLOORS TO BE -1/,,"APA RATED 48/24. ALL MATERIAL FOR WOOD FRAMING TO OF THE STRUCTURE UNDER 1. THE STRUCTURAL COMPONENTS FAVE BEEN DESIGNED TO 5.THE STRUCTURAL WOOD FRAMING MEMBER SHALL BE STAMPED HAVE A MINIMUM FB OF 1000 PSI SECTION 602 OF THE BCNYS SUPPORT THE FOLLOWING LIVE LOADS AS REQUIRED BY THE NEW AND GRADED AS FOLLOWS: SLOPED ROOFS SHALL BE SHEATHED WITH 5/8" APA RATED 24/0 A. RAFTERS: YORK STATE RESIDENTIAL BUILDING CODE AND REGULATIONS: RAFTERS & JOISTS: DOUGLAS FIR N0.2 OR HEM FIR NO. 2 EXTERIOR GRADE AND WALLS WITH '/2" NOMINAL LUMBER SIZE SPANS 2" X 109' RR, @ 16" 0.C. LIVE LOADS: DEAD LOADS: STUDS: DOUGLAS FIR NO. 2 OR HEM FIR NO. 2 11. FLITCH BEAMS SHALL BE CONSTRUCTED OF CONTINUOUS FULL (2) 2X6 UP TO 4'0 STICKER TO BE AFFIXED TO ELECTRICAL BOX ON FLOOR FRAMING, INCLUDING THE EXTERIOR OF THE STRUCTURE INDICATING 'IF GIRDERS AND BEAMS SLOPED ROOFS 20 PSF ROOF AND CEILING 15 PSF LENGTH STEEL PLATES BOLTED TO WOOD MEMBERS WITH Y2" DIA., (2) 2X8 4'0 6'0" B B. RAFTERS: THAT TRUSS TYPE, PRE-ENGINEERED WOOD OR "R" ROOF FRAMING TERRACE/FLAT ROOF 60 PSF EXTERIOR WALLS 15 PSF 6.LVL'S AND TJI'S SHALL BE AS MANUFACTURED BY TRUSS JOIST BOLTS 24" O.C. STAGGERED. (2) 2X1 0 6'0 8'0" 299 X 891 RR, @ 1699 O.C. TIMBER CONSTRUCTION HAS BEEN USED FLOORS 40 PSF INTERIOR WALLS 10 PSF MAC MILLIAN CORP. LVL MEMBERS TO BE 1 1/4" X WIDTHS OR FRI) FLOOR AND ROOF FRAMING SOLID PSL MEMBERS OF THE SAME SIZE. PROVIDE TJI BLOCKING 12. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ELEVATIONS. (2) 2X1 2 8,0,�—10,o 2.CONCRETE SHALL BE NORMAL WEIGHT WITH A MINIMUM BETWEEN JOISTS OVER ALL INTERIOR BEARING WALLS AND DO NOT SCALE THESE DRAWINGS. NOTIFY ARCHITECT OF ANY C. RAFTERS: COMPRESSIVE STRENGTH OF 3500 PSI IN DROPPED BEAM SUPPORTS. DISCREPANCIES BETWEEN DRAWINGS. *NOTE: ALL SIZES CALLED OUT ON ANY OF THE 2" X 6 99 RR, @ 16" 0.C. 28 DAYS. 7.PROVIDE TWO STUDS EACH END OF ALL BEAMS UNLESS NOTED 13. PROVIDE SOLID BLOCKING BENEATH ALL BUILT UP POSTS. FOLLOWING DRAWINGS WILL SUPERCEDE THIS 3.ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED INORGANIC OTHERWISE. SCHEDULE. SOIL AT HAVING AN ALLOWABLE BEARING OF 2500 PSF. 14. PROVIDE 2" CLEARANCE FROM WOOD FRAMING TO MASONRY &STRUCTURAL WOOD FRAMING USED IN EXTERIOR APPLICATIONS OR FIREPLACES. RIDGE BEAMS, HIPS, VALLEYS: 2-18-24 ISSUED FOR BUILDING PERMIT T.M.M. 4.EXTERIOR FOOTING SHALL BE AT LEAST 3'-0" BELOW GRADE OR IN CONTACT WITH MASONRY OR CONCRETE SHALL BE CCA 1 3 ON ROCK. PLACE FOOTING ON INORGANIC UNDISTURBED SOIL OR PRESSURE TREATED LUMBER. 15. ALL STEEL BEAMS AND FLITCH PL'S TO BE ASTM A36 STEEL. /4" X 11 7/8'9 MICRO LAMS, U.N.O. 12-4-24 ISSUED FOR PRELIMINARY BID T.M.M. SOLID ROCK WITH A MINIMUM BEARING CAPACITY OF 2500 PSF. PROVIDE VENTING AT ALL RIDGES STEP FOOTING 1' VERTICAL ON 2' HORIZONTAL. 9.PROVIDE PREFABRICATED GALVANIZED STEEL HANGERS AT ALL 16. PROVIDE 1" +/— NON SHRINK GROUT BELOW ALL BEARING AND FDATE: REVISION DESCRIPTION: BY: FLUSH FRAMED MEMBERS. HANGERS SHALL BE THE BASE PLATES. APPROPRIATE SIZE FOR THE SUPPORTED MEMBER WITH THE SPECIFIED NUMBER OF FASTENERS. G A G L I A N O RESIDENCE 535 BIRCH LANE CUTCHOGUE NY 11935 NOTE:- NOTE: AS PER PART 1265 TO TITLE 19 OF FRAMING PLANS TO BE USED AS A JAMES DE LUCA ARCHITECT DIAGRAM, CONTRACTOR TO FIELD VERIFY THE NEW YORK CODES, RULES AND Z 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 REGULATIONS (NYCRR) THE SIGN AND TEL: (631) 367-7011 N ALL BEAM AND HEADER LENGHTS PRIOR SYMBOL NOTIFYING LOCAL CODE ENFORCMENT TO ORDERING. FIELD, FLOOR PLAN DIMENSIONS AND LAYOU-S SUPERCEDE AGAENIES THE PRE—ENGINEERED WOOD CONSTRUCTION IS USED IN A RESIDENTIAL DATE: PROJECT: DRAWN BY: FRAMING PLANS STRUCTURE, MUST BE PLACED TO EXTERIOR OF STRUCTURE COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. THE DUPLICATION, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR USE OF THESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY -JAMES DE LUCA ARCHITECT. FILE NAME: goglianO—lDroposed 1 28 24.dwg PLOT DATE: Friday, February 23, 2024 - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- A i I I S3 V SECTION OF EXISTING PROPOSED OVERFRAME GABLE, ROOF RAFTERS TO BE REMOVE ANY/ ALL COMBUSTIBLE REMOVED MATERIALS PRIOR TO FRAMING N 1L-cr . . ...... .... ...... ...... ..... .... ----- 2x6 CT IF------- -- -------- PROPOSED OVERFRAME GABLE, EXTEND WALL FRAMING 0 48"OC 44 10# UP TO EXISTING REMOVE ANY/ ALL RAFTERS COMBUSTIBLE MATERIALS PRIOR — — — TO FRAMING Ld — —I w LL- z EXISTING RR TO Cq 0 0 z 04 CN 0 REMAIN 04 U) i L 04 w 00 C5 x w a x d w nz 00. \-- EXISTING CJ TO NEW 2x8 CJ 00 'Of 00 x x Ld < C-4 C5 LL- x w REMAIN R:38 GATT C-4 I LL C14 IN to Lad(Mn F of X to w 0 11 w w 2"xlO" R.R. EXISTING EXT. I x ® X X w 0- U) A 0 w w V) V) 0 16" 0.C. WALL TO REMAIN 1 11 NEW 2x4 FRAMED w 0 = 0 7------ --- INTERIOR PARTITION 0 V) v x n NEW WINDOW W/ >� I >C 0 LLJ SLOPE 12:12 SOUND GATT INSUL,: w UNIT EXISTING RR TO REMAIN , 1 I i OST Bedroom Bedroom co RIDGE IL —R:15 REMOVED LOW --- -- -------- - KNEE WALL ALIGN 'II EXISTING RIDGE EXISTING RIDGE TO REMAIN — — — — — — — RIDGES - - - — — I I TO REMAIN t/ADDSOUNDBATT INSUL. ADD SOUND D BATT INSUL.,R:19\ r- '4 - -- — — — — — —— — — — — — — — — — — — — — — — — — — — - — - — - — — — —L17 — EX. FLOOR STRUCTURE EX. FLOOR STRUCTURE .F-L-] LLI ROOF ADD DOUBLE ADD DOUBLE OF CRICKET D- RO SQ11 ROW OF SOLID BLD�CKING BLOCKING r >E7 x R.R.2": C,4 >1 1 0 116" O.C. x1 0" R.R. I 10 1*1 A 16" O.C. IiIl itchen K --———————— N 4- "0 1 SLOPE 12:12 < 0� (3 v Den Space x x (D 10" R.R. Ld x V) C C? C-4 0 w Ld SLOPE 12:12 C14 0 1 2"x Xi 1 00 OPTIONAL e !6 16" 01 I C- SHED DORMER, r'h b-pi r." e) I I ' I —I'i w -I r PROVIDE -7 7--J-- EX. FLOOR STRUCTURE EX. FLOOR STRUCTURE 2"x of PRICING AND COORDINATE I ­ 0 L L --- 7-7 I . _j I WITH OWNER L L--------I— EXISTING STL BM DOUBLE UP FLR INCLUSION TO -- - I -- --.­ ----� �E TO REMAIN vl� SCOPE UNDER wI/ I I -,- EXISTING FDN ISLAND LOCATION 2"A 0" R.R. C C14 WALL TO REMAIN 0 16" O.C. EXISTING SLAB 00 Unfinished Basement x :12 U) 01 EXISTING GRADING GRADIN�GTO REMAIN I TO REMAIN SLOPE 12 91 ax rio Ld PROPOSED OVERFRAME GABLE, A 0 REMOVE ANY/ ALL 2"x8" R.R. >� 0 1 It x 04 (n COMBUSTIBLE MATERIALS PRIOR < PROVIDE STACKING 2"x8" R.R. 8 R.R. �x I 2"X8 Uj 0 16" O.C. 0 16" O.C. S3 TO FRAMING k 16" O.C. 1 0 16" sl r- RET. BLOCK UNITS TO SLOPE 6-1/2:12 SLOPE 6-1/2:12 SLOPE 12:12 1 T6" GRAVEL CREATE EGRESS WELL,1 SLOPE 12:12 VERIFY AND BASE @ 8"MATCH EX. SETON 6" RCA — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — BELOW SILL LEVELING PAD PITCH r HGT. A BUILDING SECTION �i S3 Scale: 1 /4' — 1 0 ROOF FRAMING PLAN 1� ) SCALE: 1 1 0 STRUCTURAL NOTES HEADER SCHEDULE ROOF FRAMING LEGEND 1. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED TO 5.THE STRUCTURAL WOOD FRAMING MEMBER SHALL BE STAMPED 10. PLYWOOD SHEATHING AT FLOORS TO BE 3/4"APA RATED 48/24. ALL MATERIAL FOR WOOD FRAMING TO SUPPORT THE FOLLOWING LIVE LOADS AS REQUIRED BY THE NEW AND GRADED AS FOLLOWS: SLOPED ROOFS SHALL BE SHEATHED WITH 5/8" APA RATED 24/0 HAVE A MINIMUM F13 OF 1000 PSI A. RAFTERS: YORK STATE RESIDENTIAL BUILDING CODE AND REGULATIONS: RAFTERS & JOISTS: DOUGLAS FIR N0.2 OR HEM FIR NO. 2 EXTERIOR GRADE AND WALLS WITH Y2" NOMINAL LUMBER SIZE SPANS 2" X 10" RR, @ 16 O.C. LIVE LOADS: DEAD LOADS: STUDS: DOUGLAS FIR NO. 2 OR HEM FIR NO. 2 11. FLITCH BEAMS SHALL BE CONSTRUCTED OF CONTINUOUS FULL (2) 2X6 UP TO 4'0" SLOPED ROOFS 20 PSF ROOF AND CEILING 15 PSF LENGTH STEEL PLATES BOLTED TO WOOD MEMBERS WITH 1/2" DIA., (2) 2X8 4'0'�-6'0" B. RAFTERS: TERRACE/FLAT ROOF 60 PSF EXTERIOR WALLS 15 PSF 6.I­VL'S AND TJI'S SHALL BE AS MANUFACTURED BY TRUSS JOIST BOLTS 24" O.C. STAGGERED. (2) 2XI 0 6'0"-8'0" 2" X 8 99 RR, @ 16" O.C. FLOORS 40 PSF INTERIOR WALLS 10 PSF MAC MILLIAN CORP. LVIL MEMBERS TOWIDTHS OR SOLID PSL MEMBERS OF THE SAME SIZE. PROVIDE TJI BLOCKING 12. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ELEVATIONS. (2) 2X1 2 8,0,!--10,0 2.CONCRETE SHALL BE NORMAL WEIGHT WITH A MINIMUM BETWEEN JOISTS OVER ALL INTERIOR BEARING WALLS AND DO NOT SCALE THESE DRAWINGS. NOTIFY ARCHITECT OF ANY C. RAFTERS: COMPRESSIVE STRENGTH OF 3500 PSI IN DROPPED BEAM SUPPORTS. DISCREPANCIES BETWEEN DRAWINGS. *NOTE: ALL SIZES CALLED OUT ON ANY OF THE 2 91' X 6 91' R R, @ 16" 0.C. 28 DAYS. TPROVIDE TWO STUDS EACH END OF ALL BEAMS UNLESS NOTED 13. PROVIDE SOLID BLOCKING BENEATH ALL BUILT UP POSTS. FOLLOWING DRAWINGS WILL SUPERCEDE THIS 7)�:­ALIC(DWTRlACT�DR-LTU EUBMIJONTHEDIWCOAD INORGANIC OTHERWISE. SCHEDULE. -A O1E�00 PSF. 14. PROVIDE 2" CLEARANCE FROM WOOD FRAMING TO MASONRY &STRUCTURAL WOOD FRAMING USED IN EXTERIOR APPLICATIONS OR FIREPLACES. RIDGE BEAMS, HIPS, VALLEYS: 2-18-24 CWPH:�DF�W@AEN�TALPFPA LOPF 3'-0" BELOW GRADE OR IN CONTACT WITH MASONRY OR CONCRETE SHALL BE CCA 3 ISSUED FOR BUILDING PERMIT T.M.M. TODtA30LIDING-,4DERARriTMEMTIrf6RnRCTL([ND(�.ICRBED SOIL OR PRESSURE TREATED LUMBER. 15. ALL STEEL BEAMS AND FLITCH PL'S TO BE ASTM A36 STEEL. /49" X 11 7/819 MICRO LAMS, U.N.O. 2-t-24 ISSUED FOR PRELIMINARY BID T.M.M. SOLID ROCK WITH A MINIMUM BEARING CAPACITY OF 2500 PSF. PROVIDE VENTING AT ALL RIDGES -A, —1 - STEP FOOTING 1" VERTICAL ON 2' HORIZONTAL. 9.PROVIDE PREFABRICATED GALVANIZED STEEL HANGERS AT ALL 16. PROVIDE 1" +/- NON SHRINK GROUT BELOW ALL BEARING AND E: 10#00- REVISION DESCRIPTION: BY: FLUSH FRAMED MEMBERS. HANGERS SHALL BE THE BASE PLATES. APPROPRIATE SIZE FOR THE SUPPORTED MEMBER WITH THE SPECIFIED NUMBER OF FASTENERS. G A G L I A N O RESIDENCE 535 BIRCH LANE CUTCHOGUE NY 11935 NOTE: NOTE: AS PER PART 1265 TO TITLE 19 OF FRAMING PLANS TO BE USED AS A JAMES DE LUCA ARCHITECT THE NEW YORK CODES, RULES AND DIAGRAM, CONTRACTOR TO FIELD VERIFY or REGULATIONS (NYCRR) THE SIGN AND 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 ALL BEAM AND HEADER LENGHTS PRIOR 1; TO ORDERING. FIELD, FLOOR PLAN SYMBOL NOTIFYING LOCAL CODE ENFORCIVIENT TEL: (631) 367-7011 it Tl I DATE: PROJECT: DRAWN BY: DIMENSIONS AND LAYOUTS SUPERCEDE AGAENIES THE PRE—ENGINEERED WOOD FRAMING PLANS CONSTRUCTION IS USED IN A RESIDENTIAL STRUCTURE, MUST BE PLACED TO EXTERIOR OF STRUCTURE COPYRIGHT DE LUCA DESIGNS, INC. ACC TRIGHTS RESERVED. THE DUPLICATION, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR USE OF THESE DRAWINGS, ANY PORTION THEREOF, OR THE: PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: gagliano—proposed 1 28 24.dwg PLOT DATE: Friday, February 23, 2024 -------- -- ------__-_...___...... --__--.._--..-M.,,___...._. -.._.-.--- -,.-._...---_._..__....- ..-._--,_--__,-___-_._ ... __-_.,_ -,. _�,_-___ _,._,._ .__.,....__._-_._--._..- �. Table A-3.4 Uplift Strap Connection Requirements(Roof-to-Wall, Table 3.10 Roof Sheathing Attachment Requirements for Wind RIDGE TENSION STRAP I`.�x44'eo0tII1110us- ,`.,', :•. . Table 3.1 Nailing schedule Exp®sure Ex osure ISTA-a8, TTSE -8D NA.ILS '' j _ Wall-to-Wall,and Wall-to-Foundation) Loads _ �Ee !�U `#�-� °-o• . `'Truss ot.Celiing aoiot Number of Number of (Prescri five Alternative to Table 3.4) IN EACH END AT EACH *a�i�� � ' p ROOF RAFI•ER, REFER r - • ..:Sable lEnd•Trtte P Dead Load Assumptions:RooflCeiling Assembly DL=15 psf 700- .wind 3.4 i f�•6 DG• 210d-t its- '. j Box Nails Nail S acin TO TABLE FOR# OF 1 JointDescr'iption Common Nails g� yr Speed3-secondgust(mph} 110 115 120 130 140 150 160 170 18D 195 NAILS REQUIRED �2- 1torJ5 t � ! ROOF FRAMING.,' "`,, Rafter to Top Plate (Toe-n ailed) (see Table 3AA 7°0 yr.Wind Speed 110 115 120 130 140 150 160 170 180 195 (see Table 3.4A) per rafter 3 second gust(mph) STR CTURAL SHEATHING i' ,��EFLEGTE� : Ceiling Joist to Top Plate (Yoe-nailed) (see Table 3.4A) (see Table 3.4A) per joist E F E F E F E F E F E F E F E F E F E F '�Dt�WI'i fEA•Si'it•/ O'8d'Naits.' Roof Span Number of d Common Nails or 10d Box Nails Rafter russ i Ceiling Joist to Parallel Ref er(Face Waited) (see Table 3.9A} (see Table 3,9A) each tap framing Sparing(in.) . . (ft.) in Each E d of 1-i/4"x 20 gage Strap ' I Framin Rafter russ ;fi Ceiling Joist Laps over Partitions(Face-nailed) (see Table 3.9A} (see Table 3.9A) each lap 8 JT z , . r.-• ;,i Sheath(ng Location Maximum Naii Spa ng for 8 Common Nails or lOd Box Nails{Inches,o.c) : rT. Collar Tie to Rafter(Face-nailed) (see Table 3.6) (see Table 3.6) per tie 12 1 1 1 2 2 2 2 3 3 a Specific Spacing(in.) . Blocking to Rafter(Toe-nailed) 2-8d 2-10d each end 16 1 1 1 2 2 2 3 3 4 4 Gravity,G ( • 8d•C er;tYalleat9fl"aa.. ,j 20..., 1 ., ,. .1'. ... 2 2' ':i: "�1•:,< .;:3,,. •> :.4" ' r�:A ' S:Ty`> RAFTER' n n I Rim Board to Rafter{End-nailed) 2-16d 3 16d each end , ,„ v. <, _., r b,,,_,.,,,., 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 1 2•x4,BI0o1c 3h811ed-t0 each •i '_ . . ,124',:t ;,. :'.:1,s: z..,2,+; ;`3" "'34.'<%'' ,.4`'?. `=S'„'. b 16 12 . .. 16 ,1 6.,2<,<.::. 2 d.I�Re . WALL FRAMING. . -.. ,,. 0.49 6 12 6 1 6 12 22 6 12 6 12 6 12 6 12 6 )�r brp'Ce`1et)t1t,4;=1d I R4.i','F;. ,,:< 4' ?': ' ,- ;y r '=y ','.::`r 19.2 12 6 12 6 r 28', 1`- 2; 2; '<'' ";:<`' .`r 6 12 6 2 6 12 6 12 6 12 6 12 12 .: „, _`>. , Top Plate to Top Plate (Fare-nailed) 2 16d 2-16d per foot "' " '""'' Top Plates at Intersections Face-nailed} 4-16d 5-16d oints-each side 32 1 2 2 2 3 4 4 S 6 7 24 6 12 6 12 6 2 6 12 6 1 6 12 6 12 6 z2 6 12 6 12 ,� '�Og� Interior Zone j I ( I „ 36 2 2 2 3 3 4 5 6 7 8 12 5 2 6 12 6 12 6 12 b 12 12 6 12 6 22 6 6 12 T't'PIGAL CORNER -8a Canter Nails af7"tea sb tge stiraR.; , . Stud t0 Stud (Fate-nailed} 2-16d 2-16d 24 O.C. 1 Prescriptive limits are based on assumptions in Table 3.4. 0.42 i6 6 1 6 12 12 6 12 6 12 6 2 6 12 6 12 6 L2 6 12 I - : ;10=8d Nails - • Header to Header(Face-nailed) 16d 16d 16"o.c.along edges 19.2 6 1 6 12 6 12 6 12 6 12 6 6 12 6 12 12 6 12 TIE-DOWN PLAN DETAIL l: ' . I 2 Tabulated uplift connection requirements assume a roof and ceiling assembly dead load of 9 psf(0.60 x 15 psi=9 psf). If a ceiling assembly Top or Bottom Plate to Stud (End-nailed) (see Table 3-SA) (see Table 15A) per stud is not present or if the ceiling assembly is not connected to the roof assembly,the tabulated number of nails shall be increased by 1 nail at 2a 6 12 6 12 6 12 6 12 6 12 6 12 12 6 6 6 6 6 I " RIDGE SEAM SGAi.Et � frMwall J3tuds, each end of the strap. 12 6 12 1 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 t ' Bottom Plate to Floor joist,,Bandjoist,Endjoist 2-16d1a 2-16d''z per foot 0.49 16 6 12 6 2 6 12 6 12 6 12 6 6 6 6 6 6 6 6 i • • • • or Blocking(Face-nailed) 3 Minimum ASTM A653 Grade 33 steel strap. 29.2 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 4 4 RIDGE TENSION STRAP DETAIL • " • .. . . • ' FLOOR FRAMING .. :, 4 and tfi } P n connectio se a roo p n q Ito twice tfi t k rafter I gt .Th i k rafter! gt includes the overh B gt perimeter Edge Zone • For jack rafter uplift " ns u f s a a ua e'ac en h e'ac en h an Jere h z4 6 12 6 2 6 6 6 6 6 6 6 b 6 4 4 4 4 4 • ' , � i e acks a . 12 6 12 1 6 12 6 12 6 6 6 6 6 6 6 6 6 6 ��V 6 .' . } ••" i Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-10d per joist 16 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 4 4 4 4 ' ���•� •"r-�••� �'�" ' '"�� ' BridgingtoJoist(Toe-nailed) 2-8d 2-1od each end Table 3.SA Top and Bottom Plate to Stud Lateral Connections Ex ��ur�, °'42 ' . • .. • ' a :.,':�iPREDEFLEGTED Fl !11'�`9.I tt -Cell ti .braeln able endwalt •' ' . . 19.2 6 12 6 6 6 6 6 6 6 6 6 4 4 4 4 4 3 3 ^ - 1.- " �'' Blocking to Joist(Toe-nailed) 2-Sd 2-lOd each end for Wind Loads p 24 6 6 6 6 6 6 4 4 4 4 4 4 4 4 3 3 3 3 - • •*..:` xr= V"(EA.Sim i � .;'..•�_•.•:�,L,�. •e - -- I �. i Blocking to Silt or Top.Piate(Toe-nailed) 3-16d 416d each block •. .__„ . (Prescriptive Alternative to Table 3.5) Gable Endwall Rake or 0.49 - 6 6 6 6 6 6 4 4 LS'r-A. 18 '@ �t-6" O_C: P'IZOVET>E • N . Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist - Rake Truss with up to V Joist on Ledger to Beam(Toe-nailed) 3-8d 3-S0d per joist 6-1od NAILS der EACH END �3F ' • ' - Band Joist to Joist(End-nailed) 3-16d 4-16d per Joist Rake Overhang 0.42 6 6 6 6 4 4 4 3 " 700-yr.Wind Speed STIZAIP IN"r0 STUD t 'I"StP ANGtICR BOLT t- STfi 1/2 i3EARl{JG Band Joist to Sill or Top Plate(Toe-nailed) 2-16d 3-16d per foot 110 115 120 130 140 ISO 160 170 I80 195 . 3-second gust(mph) ARD SHEATHING EACH STUD) PLATE .. . ROOF SHEATHING Stud Rafter/Truss •• v� • Wood Structural Panels 8d 10d (see Table 3.10) 1 z Sheathing Size Minimu Numb of 8d Common Nails Per Support t"!^ 1/ :2 CDX EXTERIOR ,: I Spacing Wall Height(ft) Required Number of 16 tommo Nails or 40d Box Nails per Stud to Plate Connection' Sparing(in.) t. • Diagonal Board Sheathing SHEATHING TO BE - I 1 CAW P pPort (in.) IXIOorLarger heat tz-19.2 2 2 z 2 2 z 2 z 2 z NAILED TO SOX Iy 1"x6"or 1"x$" 2-8d 2-10d ersu 8 2 2 2 2 Z 2 2 2 1x10 or Larger Sheathing 12-19.2 3 3 3 3 3 3 3 3 3 3 • 1"x10"or wider 3-8d 3-10d per support . - . . - ' CEILING SHEATHING. '' • ' . ;„ 10 2 2 2 2 2 2 3 . . •,r,.." - ..,;..>,.. -.r--r �.,,.,x.-.., E - Naii sparing at panel edges(in.) .,• + . 2`x c;- > 2" 2..:' >2 3'.' j"2• '': F Nait s Bn i i . f pa gat ntermed ate su orts in the anal field in. G sum Wallboard Sd coDlers Sd coolers 7"ed a SO' ie d '< Pp P ( i Yp g / r ' ti P •� 16 "2Ya= 2" ''3. WALL HFA RING - ''' S T ,, ,a':., ., a .:'i�. �. z'...,:Y,. ' 1 For roof sheathin within 4 feet of the erimeter ed of the roof in i i 16`'=x3 g p ge cud ng 4 feet on each side of the roof Bak the 4 foot Brim _ . ..,.. t Wood Structural Panels 8d 10d (see Table 3.11) 18 2 2` ' 2` ,_:.3>< `..•3<""' 4 4"`' zone attachment requirements shall be used. y j������ L "`'� `" /'N` T . Struaurai Fiberboard Parer+is 2 For wind speeds greater than 230 mph,blocking is required which transfers shear load to two additional Joists(3}oists total). •• '---.,,, , 1/2'. 11 ga.gale. roofing nail - 3"edge/6"field 20 2 2 2 2 3 3 3 4 _ . . - --..-..__. ._..---------------_.- ---_---....._ ------- ` 't'YPiGAL ! fORNER (0.120"xi-1!2"long x 7/z6"head) 1 Prescriptive limits are based on assumptions in Table 3.5. Table 3.11 Wall Sheathing and Cladding Attachment ` : . 2 Tabulated framing loads and connection requirements shall be permitted fo be multiplied by 0.92 far framing not located Exposure � • • a . • TIE-DOWN SECTION DETAIL ;. � 25/32" 11 ga.gals. roofing nail - 3"edge/6"field Requirements for Wind Loads . (0.120"xz-3/4'long x 3/8"head) within 8 feet of corners. . . ', • ',•'• S„t(iALEt NM __ r Gypsum Wallboard Sd Coolers Sd Coolers 7"edge/10"field Table A-3.6 Ridge Tension Strap Connection Requirements for Ex osure R 700-yr.Wind Speed 3-second gust(mph) 110 ,IS 120 130 140 150 160 170 180 195 •' ! ` Hardboard 8d 8d (seeTabie3.11) Wind p v . - r , Particleboard Panels 8d 8d (see manufacturer) STR CTURAL SHEATHING P. 'i, •` 2•-16ri COMMON • (Prescriptive Altemative to Table 3.6) _ , , • Diagonal Board Sheathing E F E F E F E F E F E F E F E F E F E F It "51MP50NN �U .4 NAIL5 ® 6* G;G. (2) � . Dead Load Assumptions:Roof/Ceiling DL=15 psf studs adn FOiZ'RILL LENGTH 1"x6"or 1"x8" 2-Sri 2-10d per support Sheathing Locationr P g Maximum Natl Sp sing for 8 Common Nails or 10d Box Nails(inches,o.c.1=' ~ ' tpS ' 1"x10"orwider 3-8d 3-10d per support 700•yr Wind Speed (inches,o.c.) 15E , 110 115 120 130 140 150 160 170 180 195 • . • . " ,. FLOOR SHEATHING,: r�°,:,:=,`;", . "'' 3secondgust(mph) 12 12 6 12 6 6 12 6 12 6 12 6 12 6 12 6 12 6 12 '� I_,�TA 3(i�@ 16" O C PROVIDE I OF ��TUD J� Ah'I Interior Zone 16 6 2 6 12 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 ' i i ' Wood Structure!Panels. Roof Pitch Roof Span Number of 8d Co on Nat15 r 10d Box Nails in each end of i-1J4"Strapr 4's'8'r 24 6 12 6 6 12 6 12 6 12 5 12 6 12 6 6 6 6 6 6 6-YOGI NAILS @EACH END OF :I • - ' TRUCNI?At. - 1"aless Sd 16d 6"edge/12"field ft -�� STRAP INTO STUD T'YP I� Fi����•� 12 6 12 2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 '' ^---•r i greater than 1' 30d 16d 6'edge/12"field 12 i i 1 2 2 2 2 3 3 a S EACH S • Perimeter Edge Zone 16 6 6 12 6 12 b 12 6 12 6 12 6 12 6 12 6 12 6 6 t Diagonal Board Sheathing 16 1 1 2 2 2 3 3 4 4 5 ��� '1 BLOGK�N6 (� • • . 1"x6"or I"x8" 2-8d 2-10d per support ti ." ., 24 12 6 12 6 2 6 12 6 12 6 12 6 6 6 6 6 6 6 6 T}.(RE, EP..P=in, END r wi r 3-8d 3-30d ersu oR i WALL I"xi0"o de P PP fir. p i 3:12 q'.;., . ..L-,$ 3'- ' ',:4.`.-':: .:,A'' R H T i , .h 2 2< S. Fi., 7: 60A S EA H NG or CAP SIDING i p ., t,' . Nailing requirements are based on wall sheathing nailed 6 inches on-center atthe pane!edge.Alternative nailing schedules shall - `- „ ,£ p,>` -^ Sheathing Size Rafter/Truss spacing - e .,• i„ be used where wall sheathin nailin is reduced.For exam le,If wall sheathin is nailed 3 inches on-center at the anel ed a to 3z .2 3 a 5 6 7 8 9 Minimum Nu bar of sd ommon Nails or 10d Box Nails Per Support J 8 B p 8 p g ((nches,o.c.) a �:, 'Q!• OF FLOOR JOIST �Cp(jPi� obtain higher shear cz pacifies,nailing requirementsfor structuratmembers shall be doubled,oralternate connectors shall be 36 3 3 a 5 6 6 7 8 used to maintain Lhe load path. 12 1 1 1 1 2 2 2 2 3 3 ix6 or ix8 Sheathing 12-24 2 2 2 2 2 2 2 2 2 2 I; - z 16 1 1 1 2 2 3 3 4 Ixi°orLargerSheathing 12-24 3 -, 3 3 3 3 3 3 3 3 -" ,. ,�,,- ,r,..-•--;,_ _,,,;, . , r When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to ";,_ _ ,,.„,.,,, r . 1-16d nail nP+r fncx- 2b 1. ,2. 2; <2`.,, Z.«M,�M.,. ,a,' ...` ,� r . 3 4':^ 4 , 4:12 4' ?q,` ;q.' E Naii spacing at panel edges(in.} in arm e r s ne e r:. `" ;-ti: F Nail spacing at' t edict suppo t in the pa t fl id(in.) �� •G Table 3.2A Sill Plat®to Foundation Connections Resisting 2s:,;<: .;:,-,z ,:2 ?,'- w3. ` 3a a, s s °>°?'; _ , p;., P Exposure w. _ NG ON �/►�.�+ �;rr ��• iF ART _.. is - MIN B Shear Loads from Wind* 32 2 2 z 3 a 4 s b 6 7.. -•FRAMING SUi2FACE - '`: AiT I RS r 36 2 2 3 3 4 5 5 6 7 g 1 For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall be use]. -- (Prescriptive Alternative to Table 3.2) _ <•, - -, :r ' 2 Tabulated nail spacing assumes sheathing attached to stud framing members with 0.4:25 G<0.49. < '04 STUD ABON71 F� BELOW . - =: f->. _ 12 1 1 1 1 1 2 2 3 +rr„ `:.`'c• .!' ._ �. r.., : , •:•i;,; ,_ •L';..,_.,.: a e.: 3 For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. - _ :.j, . �,:,:-_.,.,,f' ;�e_k'_ %;� ` 700-r.Wind ed 3-second ust m h 370 135 120 S30 ao 50 16 1 1 1 1 2 2 2 `FLV OR FRAMING -_ - •1•.,� :.r S a 1 i 160 370 180 195 + <•: .. 3 3 ,.. ., . - - 20 .2 9 _ a " 1<c, , s �� q. i r 4" t...� o..•• .%#. �'•. . . Builder Dimension .$,, ,. . ,.5 :>, ,3,'.. �( . Ci' �r,• •.i Anchor Bolt Foundation "'" `.- r 2 e'• Per endicularto Sill N mber Bolts R uired in Sill Plate c :< ;'°, `'; 2.z t �' 3":'',, & S' r --,_---- - --- -- _ -.._ Size Su ortin P M s ♦ 0 • pP g r. . 1 -..28. . I'.a,. .,,> 2 ,..:z„',,. .::..2:. 3' 3" 4 `4.,=- S' late ft _ < . 12. . 2.. _<2. 2 : 2 . .ra2, ,,3:- ,,..> , <., -,. , . - pE ....t�.r„ =���� n�d� �4or� iS" >>_, .: °- ,, .,:,2'•. ' ,2",,,':'2.'' 3 ' ;1 :;.: 3': ,'.,As :4' s". . 36 2 2 2 3 3 4 6 7 eTRU6Tl�R14t. P::Ga1�UiY1N ►4NCHDi�I _..".2"0. 3;', 2.: s g: $::. 4'.' `^.4'r{: 'S ';'H5 4c.. 12 1 1 1 1 1 1 2 2 2 2 i _ ,: . -,. 24 3 3 3 4 4 5 5 6 `, 28 3 4 4 S 6 6 7 8 16 1 1 1 1 2 2 2 2 3 3 32 4 4 4 5 6 6 7 B 4 20,t 2 1, "rf� '� �' ter., t',q &' _ - - ' R r ...4.. - 2' <2 2, :2`n'` u 3 �4•' .. .. oof&i Floo >x;- rx` r` ¢� SCALE: NTS. ,.4 b,,.. : , _. 6 6'` 9. a. ::;' 24r: 1''s' 2. :r:t ,- ti=- . \Z. 1,:z.:r ,r z ,F 40 4 5•>. .5,s.. .r6 8 5> , - 1.::`, EXTERIOR WALL - s" �` :A• ' %5; It`* 0* y %.t, .,( �:•''' 3. ;':3" ::.,... n 54 u' �c'.x arlkCsl si4 z z iy> z 3. a< �4 s SHEATHING •� }„1 .60 6. 6. ,..7,. ,8,° _.9� .h 10 11 h 13 ' _'`14': �17 i F" � � ,I.N,n108t y . 70 7 7 8 9 10 12 13 15 17 20 36 2 2 2 2 3 3 4 4 5 6 ;.' ' '- -' t » 80 7 8 9 10 12 13 5 17 19 22 12 1 1 1 1 2 2 2 2 " b� S+"x'" if}tlak3k ^'%.?�' '"'�'• , r, `! . ._, :.c 20 3 s ;<4 a., s:. s•,' .LSTA 16 O.C_ PROVIDE c ;7_r' 9 3 O w 7 i6 1 1 2 2 2 2 2 3 .......... ' . 1' SW&ST'ds t :lt .wt Y" .CYp I s%( �,a 24"r 5:: 6' 7. ::1 �t. ,, t•. J \ C d ' o OF ..,- ww.. « 6-� d NAILS CH END - a; , r `4 x .28 '7' 9•� 0'�'^• '� r'. 1 c h .. �. ..;fir x H , S8 7:1 -12:12 v'A Ffxeadxl 2 `i 1' `'i.. 3z s s 6 7 a 9 io 1i` "ia� _ '-'S7:1ZAP I1V'.['O STUD ( T'Y.E' � pad .; Jt DU r ;' ., H DTT2Z 6 5 6 6 7 8 9 10 2 3 '�`'28.'.'. ;j' 2.°.'''� .,2''` to. ;.d,Sv 3 1 1s 2• 3`: ';-i. - A ffa6eS Raaf a z Floors _ EACH STUDS INSTALL BE- Ft70ta u.5.Patents 40 6 6 7 8 9 10 1 1 14 17 2 ` � � „ •' aciulrlOj ;,.`Fi, ,.<, 32 2 2 2 2 3 3 3„ 4 4 S` llOYtl►f so 7 8 8 10 11 13 _ 4 16 18 21 .TWEEN MUD SILL AND TOP }Or(P{FSBS '' 6` r .�.,n.^'x` '` - 6.112,495 and 36 2 2 a ,,8 9` "":Yi' 13` .,.., 2 2 3 3 4 4 5 6 r' FaSt011gr r< v'r�..t �.' t �'4 S,979,130 60 f0 ' 15'" 1.. ;19". :"127:.`'<..'.2S'A's- { •r, ;.: C �'' _' : 1 Tabulated connection r2 uirements shall be ermitted to be mu U led b 0.70 for framin no I f et of it in OF FOUNDATION WALL ra ,r 70. k i0" 10'V li': 1$' S5""".< <iT,. :20`°` 2. r25 • 29 q P P Y 8 t ocated with n 8 e bud g OOtYtSgia ) to i{ :, z ` 1 80 11 12', i3'; 15 r` 17 ':20" ::43^ 25"`" 8' 33'. corners. ..:....•.,.........,,.�.......,... T< o,- •: 28 . 5 6 6 7 8 i 11 12 1 16 2 Tabulated connection requirements are based on total uplift minus the roof assembly dead load of 6 psf(0.6 x to psf a 6 psf). TERMITE SHIELD _.._ .. a n,i i.2dt:�r • � s K H P P g g p p 8 PY ''. 's, +.+4 r _ rr,, 32 6 7 7 8 io 1 i2 1a 15 18 3 Tabulated connection. uirements are based on a 12 inch rid a stra s acin ,for different rid a stra s acin ,multi I the tabulated - O'V E1;L SILL SIF T 11 N, 'fT`_'"'�''�• 'w ' ' 36 7 7 9 11 12 14 15 17 20 values b the a ro riate multi tier below: " A-�R ' n ; (�` R fl B P P g(' ) 12 16 192 24 48 - -• i. 1. ;_',s h :'',�-` ,.`" 4 40 8 10 12 13 15 17 19 22i<; %- ' oot&3 oore "�, Rid a Stra S acin m. H �;":. a 'So : _2 ,.$ 13'r: ..'.SS -, �' :,19 -. 1 2 -,,. 28...., as ap r w :,' s __ , $ DIA_ ANCHOR BOLT 4' 72 iS: " Multiplier 2.00 1.33 1.60 2.00 4.00 e - 5� ' ' _ .y 60 1~5 1g r.2D`.,rt ::23% .';,25, 28 3; _._. _ . rug. ss :_ t 14 7 :'3 4 When the tabulated number of nails required in each end of the strap is equal to 1 and the framin is attached(n accordance with °s< 70 :`-'' z3.<. i3 1 ? : zs :.:ao:;-1:.;,:a3 , s 1 " C7 MIN. EMBEDMENT :: .. M< 80`:.':'�;-�; 14" '-'16 ,, -20: 23•`: 26'*, 30-;` ',%'34`: =38' R4'- Table 3.1,the ridge strap and additional Waiting is not required. Horizontal HDU Offset _� W/ 3"x 3" BP WASHER , -s.. a Typical HDU Tie Vertical HDU Installation • anchorage required to resist lateral loads shall be determined is the f undauo design per Section 1.1.4. 5 When a collar tie is used in lieu of a ridge strap,the number of 10d common nails required in each end of the Collar tie need not exceed ` (}y' _ Between Floors Installation (Plan View) the tabulated number of 8d common nails in a steel strap,or the number of 12d box nails in each end of the collar tie need not exceed •: ..� _ 2 3 OC 'i See ootnote 7. the tabulated number of 10d box nails in a steel strap. r ••-, ;��w„ ' Table 3.2B Bottom Plate to Foundation Connections(Anchor p ■■ 1"• . •_, • '' . ;, ""'t ... . • Ex ®�u re 6 1-1/4"20 gage ridge strap shall be of ASTM A653 grade 33 steel or equivalent. . • , Bolts Resrstin Lateral and Shear Loads from Wind GRATA - - , r,::;... :_ :,:h ,ti'-. 7 For ack rafter u I ft connections,use a roof span a ual to twice the ack rafter len th.The ack rafter len th includes the overhan J P 4 J 8 I B g • . . ,rs ,<.,�. 'w:j°.,. *,t f.:.,r., 5- %','.•cYs : w. x.. k:-0lmen ton .:'S:a >r>;.... 4'- r,: a:E;Y.,^:Ailaiatiletejirlo"Lo" '$. ^3(: ..'f., 'Y.,.: .f .J.:.7f1A�{itlillit.. I) tl�k I4 . red C _:; -:, •. : �, : ( .�' m , a .. "ram. =.1f. >,-,_ :��,.,.. aS ra �-,' t' P ri i e Alternative to Table 3.2 n he' s a <-' - - ,- resc t v ) e e a t ,. �.... ( P1rth Jack p.t. _ ;a f. �'�'{< . "-,,: ,,,•,:, jilt k N. )`= ';;<:, :,. sty z..,,.,,:: irate I- y•� :' p; +`,:;(. .' ,. nv- �...« :. �,' ; ,: "•.Xc: �.11 4": K .'�i'• 'x-' e s ': .a s :11{ b A :w; n fJ 's'j #N° Rafte r Ceiiin Joist Heel Joint Connection Re uirements '�'r Table 3.9A ri:, o:.<.. :.,_, . '-r / g q >.I?.,: 3... :k': :: �., ,�� .,:a:r,.,i ��'i.>Iettyct�ati�at:��'- .1►7�•i. i',f,.[ � .+sue, `.az': ,r :"a; �c.., :5;. :•,>�g.= �4,.-.7 =.. ,pP. ICJ -w.• .�7.�:�M`y" s?• 4 O ISM 5 , 1..+ : �/"{c p Q f �y n ?iir its . �� . •� +�ln. .t':t.C.. ::- Zvi•,. '•L'('(-:-.� .�fl ,..,. ,�,T. Ili 1J Ya.lx��"i,� ..d r, ^ 13 jjs SPkj.F , *�Ilnvia>)ie,i 81d For Ex osures B&C and all wind S Beds C ' five Altemative t0 Table 3.9 :e, '.+^• :`.� - «•- $2`=y.<- G ,.. . A Pies n ) �.. & rattle.,-. : jn°=G „ r ¢;'.f : �_ Jill.'/ ' o F " ,"i'. rr"C' %?1� •tr'r'. '`T'? ` ."h Y. .�: ar ,<+....;, y;. ..:.. ✓xr";%.':- ,.a .r:. in, ?y, r?, i t - .w ,w..,?M� - 5- _ _ _ ax' Anchor B it - - M Imum o ::�: ,,v k' t' 6 a. F( rn • i .g `/. flfl t� ,5,,, _ -;:y .mom' ���. `"A. ;�T."l. .4 ,l. Ji'a, ..,+�: ',:;�p�PatiT�:/n`fs.. � z�:r>•<#;3<.,,.:.< ,� 21)5,°`>f.::x.., 0 �:".�.,�� Anchor Boit Diameter(in.) l,ts,a Roof live Load Ground Snow Load , . ,,�,n,-,,,,•„ �„ ?���,�;• ;� ,�,;�;, 1'}i� S acin (in.) - <_ oz'4;. _..., ...- 7 1{ Jtau� �J' i" t' �(b: i" ' j m",y' ti; i?:. . 1 2" 31 20 sf 30 sf SO sf 0 sf y ,�_ .y -�> ryt 1! -1.5�,'•' 1 y c.�tc� yj 4 qC �yRK f! y� �. ?:^I��. ,:,'�, .7;7, Y , e���f4.. a.,;';J'�, 's�;.,,i M:r1;Y'a7V,,},_. 7t ?4' 2`nr;.,7t:,;`'^�',,�. .:�.1?i'3,?'S,'�',;`visn�UVK%`�',�'i 1:1'<r��.��%V:.��':i>^�':;�,3'. L5/8„ -�'�48 Roof S an(ft) "1. .. . '• •. . .'i• - 12 24 36 12 Za 36 12 24 36 12 24 36 ��..tt • 1 Prescriptive limits are based an assumptions in Table 3.2. Rafter P Y �•T �'i1 HDU�0TT2Z HOIdOWI1S Rafter Slo a Re uired Num r of I6d Common or 40 Box Nails er Heel Joint Connection1z a`s r 1 •f�3 L W' IT. .' :'•., �`�.L .T,t C� �±{ s, ;�: ' 2 When anchor bolts are used to resist uplift,lateral,and shear loads,the maximum anchor bolt spacing shall not exceed P Spacing(in.) q P L_-. <V '' . the lesser of the tabulated values for uplift loads(Table 3.2C)or lateral and shear loads(Table 3.2B). For other anchor 22 3 5 8 3 6 9 5 9 13 6 12 17 :s`>=«"=�^.. :i'•4'`:•�'• :. .:;'.a••.;:, ••. ;:,•-,. . ...:.E...r. s-•:_.��_-• ,•• __ _ • Use ail specified fasteners.See General Notes. bolt limitations see Section 3.2.1.7 and 3.2.2.3. 16 4 7 8 4 8 12 12 17 8 1s _ + • For use in vertical and horizontal applications. 3 Tabulated anchor bolt spacings for shear loads assume walls are sheathed in accordance with section 3.4.4,2. For other 3'12 19.2 8 12 s 30 14 7 14 21 9 18 27 a The HDU requires no additional washer,the DTT requires a standard cut washer(included)be installed ` wall sheathing types the tabuliated anchor bolt spacings shall be multiplied by the appropriate sheathing type adjustment 24 10 1 6 12 18 9 17 26 12 23 34 between the nut and the seat. factor in Table 3.17D,but in no case shall anchor bolt spacings exceed 6 feet on center. . • To tie multiple 2x members together,the Designer must determine the fasteners required to join the 12 3 4 3 5 7 4 7 SO 5 9 13 4 lateral connections shalt be designed to resist the loads in Table 3.5. � members to act aS One Unit Without Splitting the WOOd,See SDS Screw information, 4:12 lb 3 5 8 3 6 9 5 13 6 17 ''- • See SB and SSTB Anchor Bolts for anchorage options. 24 3 6 9 4 7 11 6 1 16 7 14 21 .___.___.______-_._.__.,_-_..-.,_-- .....__,__-- ___...-_.__.___.__,-__--,-_.___-.___-__._._-_-__. _... ..._-.T.-._-...__.______... ... . SDS screws install best with slow-speed,high-torque drill with a 3/8"hex head driver. za 4 s 11 5 9 13 7 13 19 9 17 26 _,--r,_._......: ` .i�: • Refer to Anchor Desioner SoftwareTM for ACI 318 for anchoring so)utions. Table 3.2C Still or Bottom Plate to Foundation Connections Exposure B 12 3 3 s 3 4 6 3 6 8 4 7 11 •i, (Anchor Bolts)Resisting Uplift Loads from Wind 16 3 a 6 3 s 7 a 7 1 9 is . 5:12 For holdowns, er ASTM test standards,anchor bolt nuts should be finger-tight (Prescriptive Altemative to Table 3.2) 19.2 3 5 7 3 6 9 s 9 i 6 11 17 `, `� - »-- t plus 1/3 to 1!2 t n with a hand wrench,with consideration given to possible future 24 3 9 4 7 11 6 11 16 7 14 21 . 700 yr.Wind Speed 3 second gust(mph) 110 11S 120 130 140 150 160 170 180 19S r : - W00 nk- . Ca aken to not over-torque the nut.Impact wrenches • 12 3 4 3 3 4 3 4 6 3 5 8 - - , . �..•,,., . :. x ;••' .. , ,, ' - :" ._,: .,; `, <•'. _ _ . . k <. .. should not be used. . ::.1 :.: Sh. d ri re should be 5 3 4 s 3 5 4 7 10 -t':, _:d-:!1 _' - ,_ .. -. 16 3 3 fl f1Cf.00i1tt8CIS'a rafter 0 0 0 at, 5 ;~ r Sill or Bottom Plate to Foundation Anchor PEate r:� t Ub %top'pfate3 8% $Wale. ;,� , J 7r VT • Foundation Su ortin Ma Imum nchor Bol S acin in. .;,' , PP 8 t P g( ) 4: t.c i` M; c't:r<,..:w Bolt Connection Resistor Size 19.2 4 5 3 4 6 3 6 9 8 12 . g 3 ililAT$�IIAL:1$ e: �� t 4' a. ... .` ... "' to 3 s 7 3 s a 4 s 11 s 10 1s FINtBH:f1CM-Qahia Ued:Ori!� HCP4-gt nimd r:'7 '. "` Y: ERI�� 8 End Zones �_ • u <���::=..•. `PROVIDE. C1�-AT •EACH' EXT 1-3stories 72 71 57 43 30 27 24 22 12 3 3 3 3 3 3 3 3 5 3 4 6 IN all:'•�.Ose:an's - ' . sI 'el.Jat'.Lii ':' -•. - ,,. • .•' .. ' -COVNER .INTER I . S71)i_Ut.. • pEClfied" tieis;.Sye°Gel)eral:Ndtesr '.3 ,.IACAfiat':; `T:_ a SECTION ! 2x4 4 Interio es 16 3 3 4 3 3 a 3 6 3 5 8 r^ '•Affach_HCP'to':oDuble:top.pi s�rddmei�tfndregtilreii.foiW" l*eaoads,•': 71GR Zitil ;a.+ "`M' 6`HCPZ 1l •�► �1 1�� _. i-3 stories 72 72 66 50 41 35 1 26 23 9:22 7 9 . .. State ra -•'IFiSTtQl.AYION- lllr�tiVS - ti I ' uplift Loads 19.2 3 3 4 3 4 5 3 5 3 R 1118rand-comp{a3tB: ing;•RafteT f*..•be•si0ped;t�.?i5":•' i' e• .r 8' red �,.. �'O E Zones 2a a 3 4 6 3 6 s a a 1z CODZ ;...* ag :l'..orCodeL Ke)(:Cbatt, 1' 2x6 1-3 stories 72 72 68 Si 42 36 2 2 26 23 s 2•f �' ` kr''.: • F • -: . Interior es 12 3 3 3 3 3 3 4 3 3 5 '" ; P !tea I - ,•<. •'•�, ,F.. 'r.` T .w. r•Pi.r'�i�rGlr•L�+.�•F�jr/'V'i 1-3 stories 2 72 7 60 42 37 34 31 16 3 3 3 3 3 3 3 5 3 4 6 tinite-Fir-t aii�! 9 12:12 "so.Pifle spitice P1oe�:.. t.y;,: ;°y ,, . EXACT$lZEJ t . 19.2 3 3 3 3 3 4 3 4 6 3 s , :Fasteners' ll ! ` ..-IUibbrabte`; :,�`" ''..: ;.�•:'t;_1 , Member .'lYiedel1.�' P •"All able ;Loa t.>x 'Guile'' �`'v ; .a ;: 24 3 3 4 3 3 5 3 5 7 3 6 9 ^g ': ..,• Avp:;". .;:1 @tedsz.c.:. ;; ., ?,• :t. `. :+ Table 3.4A Rafter and/tzr Ceiling Joist to Top Plate Lateral and i Heel joint connections are not re uired when the ride is su orted b a loadbearin wall,header or rid a beam designed to . 1 .. . 'u�.';,.:'1�:$c 1!i�:::;.:.33 dt iBf1 10 Shear Connection Re uirements Exp®sure i q g PP v g g J. To".=-S; :90' :,,.: , q resist the applied loads. `'Rafters'..: Pt@te5'':. ':..:.';.,• .ti lift'.<. ::•F, zoplift '--F'.:. ` :v u:N`"""�...,,• I ` (Prescriptive Alternative to Table 3.4) 2 When Intermediate support of the rafter is provided by vertical struts or purlins to a loadbearing wall,Lhe tabulated heel joint 2x' -HCP2 -i:6-3Udx1'� 6-10t�X1 fi '2i7i7. `605 '.': t3!)'.. :: 0 260' )' '' �P2r� ( "' `'` -�Q QI°1�iiNS PM .. - 9. ; ';.:.:':..'::- CPq fill WINDQW(OR connection requirements shall be permitted to be reduced proportionally to the reduction in span. 4x'":: ICP4:`{ $=10d &1 336T '1000°''265• `86fJ t23D'. • 3 Equivalentconnectlonsarerequiredforcetiingjoisttoceilingjoistlapsplices. 1:Loadema ltdtbait(rCased;torsttortiMIbadin Ii LXTM VOM 2-18-24 ISSUED FOR BUILDING PERMIT T.M.M. 700-yr.Wind Speed Y 9%'.'.: ... ': {.':.:;.,; CFx.:I• 110 Sis 120 130 140 150 160 170 180 195 .2:T6eNcp,m •be;3nstai[o.,an.the�insiAe'arid"t e-61teid olie'vvail`QW12_tiattiptfo, . `:;,i=-:' P s 118r, - 3-second gust m h) 4 Tabulated heel joint connection requirements do not include the additional weight of the ceiling assembly. :Y , ,, . . , a +•�•.`~'fIC.d tin ,f ••• • . . 2_ -2 •glwnilrussand"achleire iwtco3he toadi;aatiacriY•;.".:;.:.•; - .'. y,'':�: - 4 4 ISSUED FOR PRELIMINARY BID T.M.M. Wall S Tabulated heel Joint connection requirements assume ceilingjoists or rafter ties are located at the bottom of the attic space. li.Sr7'atBltt3,$80; 15 T ical`HGP tnsfa(tation Rafter/Ceiling Joist Number of 8d Corn on Nails or 10d Box Nails(Toenailed) 3:,Uplift IWiiinclUdo'a r3.3%-and*6Gt:Inddse for 8arthqua_ke orwfnd:{Qadirig;-, •: .. Hei t When ceilingjoists or rafter ties are located higher in the attic space,no attic storage is assumed,and the tabulated heel joint no t e allONr C' ' first:Oads • `'' S acin in. R it Ea 1' i,z,a,a '$)if6Q fnoreas_ ed,redU 9,Where o I gOv9n1'_t;`' .s•� � ,,�: , p g( ) e u ed in c Rafter a or Cei m Joist to To Plate Connection s '. �'> t' !, '''"'' ~'s }� • ATE ft. q / g P connection requirements shall be increased by the following factors: + . s '` ' • ,. ' • - 7r REVISION DESCRIPTION: BY; 8 2 2 2 2 3 3 3 3 Ceiling Height/Top -, a ',% `, c stmsron 12 Heel Joirrt Connection . ' -r ' ,.. ,. +i =V"59" N ., G A G L I A N O R E S I D E N C E SO 2 2 2 2 3 3 3 3 Plate-to-Roof Ridge .t e,)y f yF 8 2 2 2 3 3 3 3 3 „ Height(Hr/Ha) Adjustment Factors ��•.1 OFAit ttHlst i " 10 2 2 2 3 3 3 3 4 T T gaug - i/3 1.50 Ii4AtERlA.:1fi e. flNtSH:Galvanized 1i ; :.s;;rp-f' P,-`%:; 9 3 3 3 4 s s s s "� 1/3 I.so !INStALiMON:•Utte all spectfled fasteners.See General Notes. Uss Pate Sir+,=K Y:;>+1 � ?:q;, 4s' I (' ' 5 3 5 B:I R G U E NY 11 z-.�.•,r�; CH LANE CUTCHO 10 3 3 3 4 5 5 5 5 1 4 1.33 •On end of rid e-use o onal diamond holes to secure the HAC. $ . "'a'' '.'`%: '°{:,"f' $ t '� 1• 1/5 1.25 Bend face flanges back flush with ridge,and complete nailing,, i�: �1:' ��, L{ fix,. 1 Prescriptive limits are based on assumptions in Table 3.4. ss•o-a, 4 > '', '' (( / �+!'« i i Ili rallei to r rs the sum of h toenail in th r f li i 1/6 1.20 r On face of ridge-adjust to correct height and install nails, ' typical BRC s' I (, � J A M E S D E L U C A A R C H I T E C T 2 When ceil ng joists are nst< ed pa afte t e s e a ter and ceg ng io st shall equal or exceed t✓ ND 3 iAL l t�f 'r 1/10 1.11 •Double bevel-cut hip members to achieve full bearing capacity. Iftwilathm HRC1.81 1; `'`. �t 'P the tabulated number of nails required. - '< �._• wa T4fE?. . "l 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11Z24 3 To avoid splitting,no more than 2 toenails shall be installed in each side of a rafter or ceiling joist when fastened to a 2x4 Note:Lateral deflection of the rafter below the rafter ties may exceed 3/4 inch when rafterties are located above one-third of The HRC maybe sloped m 45 wilt!no reduction in toads. en ilia end a the to late-to-roof rid a het ht,H CODI i3:See a 10 for Code Listen K8 Chart Ot a N e (� . .,_ top plate or 3 toenails in each side when fastened to a 2x6 top plate. p p g g a,or when He is greater than 2 feet and may require additional consideration. g y . , dg " TEL: (631) 36�- 7011 4 Where top plate-to-ridge heights exceed 10',they shall be adjusted as follows: Copyright©American Wood Council.Downioadedlprinted pursuant to License Agreement.No reproduction or transfer authorized. D8U Fi .Phta loe-Fir s.,-" 0 f" I AMERICAN WOOD COUNCIL INedel Member Size Fadeeera DOwa @@ J k, f i j A Allowalde Leads lovable Loads Code /' :«; �' e ., ` �. 1^ > y 4e .'.. _ DATE: PROJECT: DRAWN BY: Wall Neighs 8' 10' lla. Carrying . Eeah Upflft Uplift FIOor saorr Roof Uplln Flear Snrnit Roof Ret. < �z�?.= r• r•. 3`': _ Nf Ritrge Member m � 83 1 1� 1 1 133 � 1 115 125 �: ;°s��,5 't�" -sz � \ ���:`�„< Top Plate to Ridge :x3 ,' r - :P.e< i . Adjustment Factor Or , ";--, Height(ft) HRC1,81 1t'Yia 1sy;wide i6-10dx1fe 210dx1Y4 5950 240 2Bd' 720 ea0 800' 210 250 625 720 7e0 9 k:•.r "i F • :wily. i Is, 1.00 1.00 '1.JUlowabteloadsshomareforeachhip.TOWloadcarried LUplfftWdsin°ludea33%and60%increaseforearthgtlakeorwind lr _ COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. Is' i.1s 1.2s 'bytirocorriectorIsdoublethisnumbec boding;noturrilertrirxeaseaAarred;redtRewhereotherloadsgovem. Optiolral THE DUPLICATION, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR zo' 1.40 1so _ 8.R°ailoadsarel2S%oftloorioadseniessiknitedbyoritercrttarfa HRC1.t11instatiatlon" USE OF THESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: gagliano_proposed 1 28 24.dwg PLOT DATE: Friday, February 23, 2024 I n ,�„ :,•ayr n^y x. eM• :..7y? r'l '"*" "ta4:7:z;- �t d.r.v.+°3^•,r$�ss.:e'-:„3a,.x'.r"a.tr'.w`'r'r>.°%"+''°arPo%:s`o,�,, `r�:m.s:'tl�,o.��v'.t3•i�r ::i a s .� .,e1. a�:''+z;:';"'4., .i•'dd.r-.. s_ I,ti,,,'',.!"..ti.{. .•.1,a r�rem+r'`R.4_:1'yr,.ra'..;'q:hF;;;.t�om.., Sheet 603 f m "3 "+ 7 .yx.. •.:_��h�%��.;w'.�e:�.3<..; '^.s'..x;r,,,3 3.i+ t%� ;6:' Y;i._,.._1.''-r".-f''e..'�•.A$7 :iii t �':s",S;Y .�;'•i.'} dfG.;+.E3`.'Z;:•; LOCKING AT DE Duct Sealing SRODICAUBTYATSHOWER = _= Air Handler Air Sealing Ductwork, furnaces and air handlers should be - _-- AT EXTERIOR WALL sealed against air leakage.The only place air should be able to leave the supply duct system CONTINUOUS BEAD OF — SEALANT and the furnace or air handling unit is at the CEILING GYPSUM BOARD SAIR BARRIER supply registers. The only place air should be CONTINUOUS BEAD able to enter the return duct system and the OF SEALANT Mastic CONTINUOUS BEAD furnace or air handling unit is at the return _ PREFAB FIREPLACE UNIT n- grilles. A forced air system should be able to be pressure tested the way a plumber pressure tests OF SEALANT a plumbing system for leaks. Builders don't INSULATED EXTERIOR CONTINUOUS MINIMAL a` accept leaky plumbing systems,so they should STUD WALL TILE SURROUND FINISH EXPANDING FOAM AT not accept leaky duct systems. CEMENT BACKER BOARD INSTALL INTERIOR SHEATHING WINDOW PERIMETERPRIOR TO INSTALLATION OF Supply systems should be sealed with mastic in order to be airtight.All openings (except supply INSULATED EXTERIOR PREFAB FIREPLACE UNIT registers),penetrations,holes and cracks should STUD WALL I be sealed with mastic or fiberglass mesh and THIN-PROFILE WALL mastic. Fabric/rubber duct tape (common duck SHEATHING tape developed for temporary repair of cotton WINDOW UNITAS duck tarps and raingear has thousands of uses. Sealing ducts is not one of them) should not be AIR BARRIER Rigid Duct Air Sealing used: after hot and cold cycling,the adhesive CONTINUOUS MINIMAL dries out and fails. Tapes meeting UL 181A or EXPANDING FOAM AT 181B may provide reasonable performance. WINDOW PERIMETER 'These must be applied only to clean,dry,and MANUFACTURED dust-free surfaces. Sealing of the supply system SHOWER PAN CONTINUOUS BEAD OF CONTINUOUS BEAD includes sealing the supply plenum,its SEALANT OF SEALANT attachment to the air handler or furnace,and the CONTINUO Mastic air handler or furnace itself.Joints,seams and OFADHESI US BEAD VE openings on the air handler, furnace or EXPANDING FOAM CONTINUOUS BEAD ductwork near the air handler or furnace should WOOD FRAME OF SEALANT be sealed with both fiberglass mesh and mastic FLOOR ASSEMBLY --- WOOD FRAME due to greater local vibration and flexure.Flex Talke-off from Rigid Air Sealing FLOOR ASSEMBLY Mastic Return systems should be"hard"ducted and sealed with mastic in order to be airtight. Building cavities should never be used as return ducts. Stud bays or cavities should not be used for returns. Panned floor joists should not be ��°. a CONTINUOUS BEAD used.Panning floor joists and using stud cavities °. 4. � OF SEALANT as returns leads to leaky returns and the creation of negative pressure fields within interstitial AIR SEALING BEHIND SHOWER WITH THIN-PROFILE SHEATHING ° ° ° E spaces. Carpet dustmarking at baseboards,odor problems,mold problems and pollutant transport problems typically occur when, Green B u i Id i ngAdvisor.corn Scale: 1112"=V-0" 5,01007 AIR SEALING AT PLATFORM FOR MANUFACTURED CONCEPTUALAIR SEALING STRATEGY 11 building cavities are used as return ducts. ©BuildingGreen LLC 2008 FIREPLACE ASSEMBLY UPPER WALL SECTION Green BuildingAdvisor.com n 5w02003 This Information Sheet has been prepared by Building Science Corporation for the Department of Energy's "'" Scale: 111Z'=1'-0" 5m01012 Green Build i i gAdviso r.Co m Building America Program,a private/public partnership that develops energy solutions for new and existing ©BuildingGreen LLC 2008 Scale: 314"=1'�" homes.The views and opinions of authors expressed herein do not necessarily state or reflect those of the N1411C ItH CEMENT BACKER BOARD ©BuildingGreen LLC 2008 United States government or any agency thereof. us. r h r. 4r e and�__E� jibm" TUB SURROUND FINISH - For more information about Building America go to www.buildingamerica.gov I TUB UNIT u CONTINUOUS BEAD OF SEALANT TUB SURROUND CONTINUOUS BEAD OFADHESIVE The longituchnal seams and transverse joints in sheet Floor Boot Air Sealing (BEYOND) CONTINUOUS BEAD metal ducts should be sealed.The inner liner of insulated plastic flex duct should be sealed where flex CONTINUOUS BEAD OF OF SEALANT ducts are connected to other ducts,plenums,junction SEALANT WINDOW UNITAS AIR BARRIER boxes and boots/registers. r — 4& PROVIDE BLOCKING AT The recommended procedure to connect insulated - FLOOR TRUSS ASSEMBLY CONTINUOUS MINIMAL i x STUD CAVITY EXPANDING FOAM AT flex duct to a metal collar is as follows: AT EXTERIOR WALL -�� 1. brush a thick coat of mastic around the Joint between boot and INSULATED EXTERIOR WINDOW PERIMETER collar; subtloorsealed vfth mastic STUD WALL CONTINUOUS BEAD or fiberglass medr and mastic CONTINUOUS BEAD OF SEALANT 2. slide the inner liner over the collar; or caulk THIN-PROFILE WALL Mastic SHEATHING OF SEALANT CONTINUOUS BEAD 3. tie wrap the collar with a tensioning tool(nor ust'b hand); CONTINUOUS BEAD OF OFADHSIVE CONTINUOUS CONTINUOUS BEAD y ) SEALANT 7OF SEALANT 4. pull the outside liner over the boot; Ceiling Boot Air Sealing CONTINUOUS BEAD 5, tape the outside liner to the boot with OF SEALANT appropriate tape; Mastic EXPANDING FOAM INTERIOR GYPSUM WALLBOARD AS AIR BARRIER 6. brush mastic over the tape bridging from the WOOD FRAME outside liner vapor barrier to the vapor FLOORASSEMBLY - barrier of the boot. CONCEPTUALAIR SEALING STRATEGY AT UPPER FLOOR BAND JOIST CONTINUOUS BEAD When flex ducts are used, care must be taken to o OF SEALANT prevent air flow restriction such as those resulting GreenBuildingAdvisor.Com from"pinching" ducts or from kinks caused by SCale: 1112"=1'0° 5,02011 CONTINUOUS SILL SEALER b BuildingGreen LLC 2008 Joint between boot and , � � -FULL WIDTH OF MUDSILL bending therm at a tight radius. ceiling drywaA sealed with masfic or �1�mesh and mastic orConnections between grilles,registers and ducts at \� \` FOUNDATION WALLAS _- -.- / : AIR BARRIER ceilings, floors or knee walls typically leak where the /��//�� a ' . CONCRETE SLAB AS boot:does not seal tightly to the grille or gypsum ATTIC INSULATION board.Air from the attic,basement,or crawlspace Rigid to Flex Air Sealing AIR SEALING BEHIND TUB WITH THIN-PROFILE SHEATHING!1 SECTION j�� AIR BARRIER can leak in or out where the ducts connect to the / ° ° �\ boot. Green Buildin Advisor.com " ■ WOOD TRUSS FRAMING /// ° o a j// / /�j If the gap between boots and gypsum board opening 9 r ©BuildingGreen LLC 2008 Scale: 1112 -1 0 SHEATH INTERIOR OF �/� or subfloor openings is kept to less than 3/8-inch,a ATTIC ACCESS TO +1 bead of sealant or mastic may be used to seal the gap. OF INSULATION LEVEL :`r• 3 Where gaps are larger than 3/8-inch, fabric and mastic W — 1"RIGID INSULATION CONCEPTUALAIR SEALING STRATEGY ll should both be used.The optimum approach is to MANUFACTURED RECESSED LIGHT ENCLOSURE LOWER WALL SECTION keep the gaps to less than 3/6-inch and use a bead of ATTIC INSULA110N sealant.This requires careful coordination with the ATTIC TRUSS Green BuildingAdvisor.com Scale: 314"=14" 5,02002 drywall contractor to make sure that the rough ACCESS PANEL ©BuildingGreen LLC 2008 openings for the boots are cut no more than 3/a-inch DRAWACCESS PANEL SNUG bigger than the actual boot size on all sides. WITH PERIMETER SCREWS ENERGY NOTES: TRIM AS REQUIRED 1. ALL CONSTRUCTION SHALL COMPLY WITH 2O18 IECC. FINISH CEILING 2. N1101.14 COMPLIANCE CERTIFICATE TO BE POSTED NEXT TO BURNER LOCATION 3. ATTIC AND CRAWL SPACES ACCESSES TO BE WEATHERSTRIPPED AND INSULATED TO LEVEZ A L EQUIVALENT TO THE INSULATION THE SURROUNDING SURFACES - AIR SEALING AT ATTIC HATCH II FINISH SCREWS I 2-i8f 4 ISSUED FOR BUILDING PERMIT T.M.M. 4 .INSULATION COMPONENTS OF THE BUILDING THERMAL ENVELOP SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 — — — - ISSUED FOR PRELIMINARY BID T.M.M. 5. TESTING—RESIDENCE SHALL BE TESTED AND VERIFIED HAVING LESS OR EQUAL TO 3 AHC50 IN CLIMATE ZONE 4A WT � I—_ 5,02022 6. DUCTS— SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MIN. R:8 ©3" OR GREATER DIAM. AND = GreenBUlldingAdVISOr.COm Scale: 1112°=1'-0" # • `'E� REVISION DESCRIPTION: BY: R:6 A DUCTS LESS THAN 3' DIAM. p BuildingGreen LLC 2008 7. DUCT SEALING—ALL DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED G A G L I A N O RESIDENCE 8. DUCT TESTING— DUCTS SHALL BE PRESSURE TESTED TO DETERMINE ANY AIR LEAKAGE EXPANDING FOAM SEALANT AT PERIMETER 9. MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS LESS THAN 1057 OR GREATER THAN 557 SHALL BE LLCONTINUOUS BEAD OF SEALANT INSULATED WITH MIN R:3 ,,- � 535 BIRCH LANE CUTCHOGUE NY 11935 10. MECHANICAL VENTILATION— SHALL MEET IBC/ IMC DRYWALL CEILING 11. EQUIPMENT SIZING— AS PER ACCM MANUAL S BASED ON LOADS CALCULATED PER ACC MANUAL J AS BY HERS RECESSED LIGHTING FIXTURE JAME 'S DE LUCA ARCHITECT RATER 12. LIGHTING—A MIN. 75% OF PERMANENTLY INSTALLED FIXTURES MUST HAVE HIGH—EFFAICIANCY LAMPS. '► °ra a 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 13. ALL PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 ENERGY EFFICIENCY, IMC, IECC. AIR SEALING AT RECESSED LIGHTING IN ATTIC TBC_D-13 , TEL: (6 31) 3 6 7-7 011 CONTRACTOR TO SUBMIT ALL CALCULATIONS AND MECHCANICAL EQUIPMENT SPECIFICATIONS FOR APPROVAL BY LOCAL JURISDICTION. 14. ADDITIONS, ALTERATIONS OR RENOVATION, SHALL COMPLY WITH 2O15 IECC. ALTERED PORTIONS OF EXISTING 5 - 02041 DATE: PROJECT: DRAWN BY: BUILDINGS IS EXCEPT (FROM THIS REQUIREMENT Green Buil din gAdvisor. com Scale: 1 1/2" = l'-O" 15. PROVIDE MINIMUM of ONE (1) PROGRAMMABLE THERMOSTAT FOR EACH SEPARATE HEATING AND COOLING SYSTEM ®BuildingGreen LLC 2008 IN ACCORDANCE WITH SECTION CONTROL SYSTEMS 16. ALL EXTERIOR WALL/ FLOOR/ CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE WITH TABLE COPYRIGHT DE L DESIGNS, INC. AC RIGHTS RESERVED. THE DUPLICATION, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR R402.4.1.1. APPLY FRESH BEAD OF CAULK TO TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING GWB USE OF THESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: gagliano_plroposed 1 28 24.dwg PLOT DATE: Friday, February 23, 2024 e d M�rirzv_IDBEWIT Road LIST OF DRAWING a 1 L" y ,r......... wCj j JAN 9 C. NOTES AND STANDARDS 202 C1 PLOT PLANW "YO (Curll" c H. 00JU y a aK FRONT & REAR ELEVATIONS Al SIDE ELEVATIONS A2 A. FOUNDATION: D. FINISHES: EXISTING FLOOR PLANS A3 1. DO NOT BUILD UPON FROZEN SOIL. 1. GLAZING IN DOORS, SHOWER DOORS AND ENCLOSURES, ADJOINING DOORS + PROPOSED 1ST& 2ND FLOOR PLANS Aq. 2. DO NOT POUR CONCRETE IF AIR TEMPERATURE IS 40 DEGREES OR LESS. MINIMUM 40 DEGREES BATH TUB DOORS + ENCLOSURES, SHALL BE SO SIZED, CONSTRUCTED, TO BE MAINTAINED UNTIL CONCRETE IS CURED. TREATED OR COMBINED WITH OTHER MATERIALS AS TO MINIMIZE EFFECTIVELY NOTES AND STANDARDS, PLUMBING DIAM. A5 GLEN C U` U R T3. CONCRETE TO BE TRANSIT MIXED, RETEMPERING OR ADDING WATER AFTER TRUCK HAS LEFT THE POSSIBILITY OF INJURY TO PERSONS IN THE EVENT THE GLAZING IS THE PLANT IS STRICTLY FORBIDDEN. CRACKED OR BROKEN. 4. PROVIDE FRAMEWORK FOR ALL POURED CONCRETE. 2. THE ELECTRICAL INSTALLATION SHALL CONFORM TO ALL LAWS AND OF THE NEW 5. CONTRACTOR SHALL VERIFY DIMENSION AND LOCATION OF ALL OPENINGS, PIPE SLEEVES, YORK BOARD OF FIRE UNDERWRITERS. ORDINANCES OF THE NATIONAL ELECTRICAL PLANS E1 ANCHOR BOLTS, ETC. AS REQUIRED BY ALL TRADES BEFORE CONCRETE IS POURED. ELECTRIC CODE. THE LONG ISLAND POWER AUTHORITY, LOCAL MUNICIPALITIES 6. CONCRETE FOOTINGS AND STRUCTURAL PIERS SHALL BE PLACED ON FIRM, UNDISTURBED SOIL. AND THE REQUIREMENTS. K0 PROVIDE ADDITIONAL STEPPED FOOTINGS AS REQUIRED BY OVER-EXCAVATING. 3. PROVIDE ONE SINGLE STATION SMOKE DETECTOR AT EACH BEDROOM AND AT 7. CONCRETE FOOTINGS, PIERS, SLABS AND FOUNDATION WALLS SHALL OBTAIN A MINIMUM EACH FLOOR AS PER N.Y.S. CODE SECTION R317. ULTIMATE COMPRESSIVE STRENGTH OF 3500 P.S.I. AT 28 DAYS. 4. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS FOUNDATION PLAN Si Lo 8 CEMENT STUCCO REQUIRED BY N.Y.S. CODE. CAST IRON PIPE SHALL CONFORM TO THE LOCAL A �` T PLAN, N52026 20 � E 140. 00) N FOUNDATION WALLS NOT SCHEDULED T A POSED EXTERIOR SURFACES OF EDULEDAASBRICK CODE REQUIREMENTS, WITH APPROVED JOINTS, PIPE SUPPORTS AND CLEANOUTS. SECOND FLOOR FRAMING P.L , S2 9. CONCRETE SLABS TO BE AS FOLLOWS: 5. ALL WINDOWS AND EXTERIOR DOORS TO ADHERE TO N.Y.S. CODE, SECTION a GARAGE SLABS TO BE 6 THICK W/6X6-10X10W.W.M. LOCATED 2�• FROM TOP OF SLAB R308/R310. CEILING FRAMING PLAN OVER POLYETHYLENE MOISTURE BARRIER OVER 6 LAYER OF CLEAN, COMPACTED ROOF FRAMING IT 6'E FE FIE FE �� LOT 11 p,O D. � E. THERMAL&MOISTURE PROTECTION: G PLAN, BUILDING SECTION S 0.5'S O.1'S PITCH SLAB MINIMUM 1/8" PER FOOT TOWARD OVERHEAD DOORS. 3 FE 1,3'E o � VWOOD FENCE � � � � b) BASEMENT SLABS TO BE 6" THICK OVER SIX-MIL POLYETHYLENE MOISTURE BARRIER OVER 1. OALL NE WOOD SHEATHING ON EXTERIOR BUWALL AND RROOF SHALL BE COVERED WITH STRAPPING SHEET S4 ,.� 6 LAYER OF CLEAN, COMPACTED GRAVEL.0.4 S FE 2.r S STONE VENEER. � c) PATIOS AND STOOPS ON GRADE TO BE 4" THICK W/6X6-10X10 W.W.M. LOCATED 2" FROM 3. INSTALLPROVIDE LDING TYVEK OR IAPPROVEDTEQUAL HOUSEWRAPOVER SHEATHINGABEHIND ALL WOOD FINISHED SEALANT SHEET S5 0 TOP OF SLAB OVER 6' LAYER OF CLEAN, COMPACTED GRAVEL. SIDING. FASTEN TYVEK WITH STAPLES OR ROOFING NAILS TO EVERY OTHER 0 '� � PROPOSED DORMER d) CONCRETE SLABS TO RECEIVE A STEEL TROWEL FINISH. �� �� STUD 12"-18" O.C. FE 1.1'E c� Q0 10. FOOTINGS: VERTICALLY LAP ALL SEAMS A MIN. 2". TAPE ALL SEAMS AT WINDOW AND DOOR a) STEPPED FOOTINGS WHERE INDICATED ON THE DRAWINGS SHALL HAVE MINIMUM SLOPE OPENINGS, MAKE AN "X" CUT AND FOLD THE TRIANGULAR FLAPS IN AND Q0 FE 1,3T I i_ RATIO OF 2 HORIZONTAL TO 1 VERTICAL, MINIMUM LENGTH OF HORIZONTAL STEP NO AROUND THE FRAME. 4 0' LESS THAN 24". OPENING. SECURE ON THE INSIDE WITH STAPLES EVERY 6" AND TRIM EXCESS. -, 1 , PROPOSED EGRESS b) FOOTING DEPTH TO BE SAME AS FOUNDATION WIDTH. THE PROJECTION OF FOOTING BEYOND 4. FLOOR INSULATION OVER VENTED CRAWL SPACES AND OTHER UNHEATED AREAS _ 21.2 ;•t WINDOW UNIT FOUNDATION WALL TO EQUAL ONE-HALF THE FOOTING DEPTH UNLESS OTHERWISE NOTED. a) ENCLOSED c) PROVIDE 1 l " X 3 1/2" (APPROX) KEYWAY AT TOP CENTER OF FOOTING. TO BE �-FE O9'E C,I WOODR-19, u.n.o. UNPAGED FIBERGLASS BATTS HELD IN PLACE W/TYVEK HOUSE d) PROVIDE 3 #5 S IN FOOTINGS AT REMOVED TREES TO A MINIMUM OF 3'-0" BECKPAST EXTENT WRAP. 1-STO ,YS, ' WZ OF ROOT STRUCTURE. DEEP ROOT STRUCTURE TO REMAIN UNDER REINFORCED FOOTINGS. 5. INSULATION IN THE EXTERIOR WALLS AND CEILINGS OF ALL HEATED SPACES A5pl11. WHERE WALLS ARE POURED TO GRADE, AND DAMP-PROOFED, THE CONTRACTOR SHALL SHALL BE FIBERGLASS BATTS, SIZE AS INDICATED ON DRAWINGS WITH A VAPOR '7kBACKFILL AGAINST THEM WITH CLEAN EARTH. CARE SHALL BE TAKEN TO BRACE WALLS AS SW EIS 1� --- ""- "" BARRIER ON THE HEATED SIDE, PACK ALL SPACES AROUND WINDOWS AND LOT 12 ¢``'g� REQUIRED TO PREVENT CAVE-INS. BACKFILL TO BE FREE OF WOOD, TRASH, ETC. DOORS WITH INSULATION. ALL INSULATION SHALL BE SIZED, LOCATED AND 12. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE (EXCEPT SLAB AREAS) INSTALLED IN ACCORDANCE WITH N.Y.S. ENERGY CODE. 1Y2--STOR SHALL BE DAMP PROOFED WITH AN ELASTIC COAL TAR BASE, SELF PRIMING BITUMINOUS 6. INSULATION IN CATHEDRAL CEILINGS SHALL BE AS INDICATED ON DRAWINGS. HOUSE PLASTIC CEMENT. CARE SHALL BE TAKEN TO MAINTAIN THE FREE PASSAGE OF AIR BETWEEN 'p' No. S 4`- PROPOSED SECOND 13. ALL CONCRETE FLOOR SLABS SHALL BE 6" THICK UNLESS OTHERWISE NOTED ON THE INSULATION AND ROOF DECK. PROVIDE MIN. 1 %" AIR SPACE. ;� a FLOOR ADDITIONS m DRAWINGS. FLOORS TO BE LEVEL UNLESS OTHERWISE NOTED ON THE DRAWINGS. 5/8" ACO - AND ROOF LINE DIAMETER FOUNDATION ANCHOR WALL BOLTS 0 23" O.C. MAX AND MAX. 1"-0" O.C. FROM 1) THE A.I.A. GENERAL CONDITIONS FOR CONSTRUCTION (A.I.A. DOC. A201) ARE HEREBY +---P RECONSTRUCTION � CORNERS AND ENDS. MADE AN ADMINISTRATIVE PART OF THESE DRAWINGS, AS IF HEREIN WRITTEN IN FULL. BUILDING PLAN REVIEW NOTE: Tax Chap Lot _r3.1t WOOD PROPOSED PORTICO 2) WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. N/CCf/F ofi CARAGI; STOOP ROOF WITH B. DRAINAGE AND WATERPROOFING: 3) LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. IT CHIM. & STEPS STRUCTURAL cn IS THE INTENTIONS OF THE DRAWINGS TO PROVIDE FOR A COMPLETE JOB IN ALL E TAN YENICAY ' PROPANE BELOW BRACKETS RESPECTS AND NO EXTRA'S WILL BE ALLOWED FOR MATERIALS AND OR LABOR REQUIRED I CONC. TANK 25,8' 1. ALL FOUNDATION WALLS TO RECEIVE COATING OF 1/8" THICK DITUMENMODIFIED URETHANE, TO COMPLETE THE WORK, AS INDICATED. BUILDING PLANS EXAMINER SHALL REVIEW' THE ENCLOSED DOCUMENT FOR MINIMUM ' 't KARNAK OR APPROVED EQUAL. NEW BASEMENT WALLS TO RECEIVE THOROSEAL 4) PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL INSPECT THE SITE ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS OF THE TOWN/ WOOD TIE ` " -~ WATERPROOFING IN INTERIOR FACE. AND VERIFY ALL DIMENSIONS AND CONDITIONS. CONTRACTOR SHALL BE RESPONSTLE FOR VILLAGE AS SPECIFIED IN THE 2020 NYSRC, 2020 NYSMC AND THE 2020 NYSECCC. 2. PROVIDE ALTERNATE PRICE TO INSTALL 4 PREFORATED DRAIN PIPE (W/HOLES ORIENTED DOWN) NOTIFYING THE PERSON OR OFFICE RESPONSIBLE FOR THESE PLANS REGARDING ANY WAIN COVERED WITH 8" GRAVELAND SLOPED TO DRYWELL, LOCATE EVEN WITH BOTTOM OF DISCREPANCIES OR VARIATIONS BETWEEN NOTED DIMENSIONS AND FIELD CONDITIONS. NO THIS REVIEW DOES NOT GUARANTEE COMPLIANCE WITH THAT CODE. THE SEAL OF AND FOOTING AT BASEMENT FOUNDATION WALLS AS REQUIRED BY SITE CONDITIONS. CREDITS OR EXTRA'S WILL BE ALLOWED FOR DISCREPANCIES UP TO 2'0" IN ANY THE SIGNATURE OF THE DESIGN PROFESSIONAL HAS BEEN INTERPRETED AS AN lzj LL1 3. VENTILATION - PROVIDE 8"X16" METAL SCREENED VENTS (BLOCK VENTS) IN CRAWL SPACES MEASUREMENT. ATTESTATION THAT, TO THE BEST OF THE LICENSEE'S BELIEF AND INFORMATION, THE GRAVEL DRIVEWAY ° AS INDICATED ON DRAWINGS. 5) ALL WORK SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE UNIFORM PREVENTION WORK IN THE FE 0.1`E w/STONE CURB a 4. FOUNDATION SILL - MUDSILL TO BE NO LESS THAN A PRESSURE TREATED 2X6 TO BE AND BUILDING CODE, NEW YORK STATE ENERGY CODE AND ANY LOCAL CODES, ORDINANCES, RULES, AND REGULATIONS HAVING JURISDICTION. CONTRACTOR SHALL DOCUMENT IS: �- ANCHORED WITH 5/8" HOOKED STEEL ANCHOR BOLTS. ARRANGE ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE CERTIFICATE OF 5. CONTINUOUS COPPER OR GALVANIZED SHEET METAL W/ZINC COATING TERMITE SHIELD TYPICAL OCCUPANCY. ACCURATE I`r} AT ALL SILLS 6) CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL 6. PROVIDE 1" FIBERGLASS AIR INFILTRATION BARRIER ("CERTAINTEED SILL SEALER" OR EQUAL) WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION AND ° BETWEEN THE SILL PLATE AND TERMITE SHIELD AT BASEMENTS AND OTHER LIVING MISALIGNMENT ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD PRACTICE. CONFORMS WITH ,GOVERNING CODES APPLICABLE AT THE TIME OF I`~w SPACES. 7) CONTRACTOR SHALL DISCONNECT, CAP AND RE-ROUTE ANY EXISTING WATER, SANITARY, SUBMISSION. ° r4,) OR UTILITY LINES IN AREA OF NEW FOUNDATION AND SHALL USE HAND EXCAVATION IN C. FRAMING: AREA'S OF SUSPECTED UNDERGROUND UTILITIES AND SERVICES. IF ANY LINES ARE CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW TO THE OWNBROKEXPEENSE OR AAND ARRANGE FORMAGED THE APROPERCTOR WILL INSPECTION REPAIR ANDOF HIS WORK.REPLACE THE SAME AT HIS SAFEGUARDING OF LIFE, HEALTH, PROPERTY AND PUBLIC WELFARE. HEgGE 1. ALL STRUCTURAL CONNECTIONS TO USE TECO GALVANIZED FASTENERS AND HARDWARE 8) THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALL LOCAL FIRE GALE FE Of UNLESS OTHERWISE NOTED: DEPARTMENTS REQUIREMENTS AND REGULATIONS, PROOF OF WHICH SHALL BE FURNISHED THE RESPONSIBILITY OF THE LICENSEE. FLUSH JOIST CONNECTION U-GRIP TO THE FIRE MARSHAL PRIOR TO THE INSTALLATION OF SUCH MATERIALS AND I O. 2.4'E '_1' t 'NNN POST AND BEAM CONNECTION POST-CAP PRODUCTS. FE b.9' t0,3'N D POST-PIER CONNECTION ANCHOR BASE 9) MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES, LIGHTING, COURSING, THE MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH 3.2 N G v�OOD FENCE LOT to G , , , . E AND RE-LOCATE ANY PARTITIONS, WIRING, CHAPTERS 12-24 OF 2020 NYSMC & 2020 NYSRC �� 1.1EIMENSIONS HEIGHT ALIGNMENT ETC MOVE 2. INSTALL ALL FLOOR FRAMING, 1X3 WOOD CROSS BRIDGING NOT TO EXCEED 8" O.C.o.C. p,2.'S 3. SOLID BLOCKING IN ALL EXTERIOR AND LOAD BEARING PARTITIONS, MAXIMUM OF 48" O.C. PLUMBING AND DUCTWORK THAT MAY BE CONCEALED IN WALLS OR CEILINGS BEING 140 . 69 REVISED, TO PROVIDE A COMPLETE JOB IN ALL RESPECTS 4'SPLIT 4. INSTALL 2X BLOCKING UNDER ALL BEARING WALLS WHERE BEARING WALL DOES NOT ALIGN 10) PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW AND NOTE: ALL NEW MECHANICAL EQUIPMENT SPECIFICATIONS SHALL BE FILED WITH FLAIL W/FLOOR JOISTS. EXISTING AREAS. INSTALL AND REMOVE (AFTER COMPLETION) ALL TEMPORARY BUILDING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION 4 a /� 0 5. IN BEARING WALLS OR PARTITIONS, NO STUD IS TO BE CUT MORE THAN 1/3 ITS DEPTH. SUPPORTS, HEADERS AND DUST SCREENS TO ADEQUATELY SUSTAIN ALL LOADS AND } 6. STUD FRAMING HAVING AN UNSUPPORTED HEIGHT OF MORE THAN 10'-0" IS TO HAVE SOLID PROTECT EXISTING WORK FROM DAMAGES OF ANY KIND, INCLUDING DUST. THE FUEL GAS SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH 2X STUD BRIDGING, OF SAME SIZE AS STUD WALL, AT INTERVALS NOT TO EXCEED 11) FLASH, CAULK AND SEAL, ALL JUNCTIONS OF NEW AND EXISTING ROOFS, WALLS AND CHAPTER 24 OF 2020 NYSMC & 2020 NYSRC PENETRATIONS TO FORM A WATERTIGHT 7. SILL PLATES IN BEARING WALLS OR EXTERIOR PARTITIONS TO BE NOT LESS THAN (1) 2X ASSEMBLY. ALL FLASHING TO BE 16 OUNCE COPPER SHEETING UNLESS NOTED PLOT PLAN OTHERWISE, AND EXTEND AT LEAST 8" ABOVE INTERSECTING SURFACES. MEMBER OF THE SAME WIDTH AS THE STUDS. 12) ALL ELECTRICAL WORK SHALL CONFORM TO RULES AND REGULATIONS OF THE NATIONAL THE PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH 8. STRUCTURAL STEEL TO BE ASTM A36. DETAILED, FABRICATED AND ERECTED AS PER AISC. ELECTRIC CODE AND N. Y. STATE BOARD OF FIRE UNDERWRITERS. THE FINAL CERTIFICATE CHAPTERS 25-33 OF 2020 NYSMC & 2020 NYSRC EL 9. ALL WOOD FRAMING, INCLUDING JOISTS, BEAMS, POSTS, STUDS, ETC..., TO BE EOF L APPROVAL MUST BE PRESENTED TO THE OWNER PRIOR TO FINAL PAYMENT. SCALE: 1 "-0" = 20'-0" DOUGLAS FIR #1 OR BETTER WITH Fb=1000 P.S.I., SINGULAR, Fb=1000 P.S.I., REPETITIVE. 13) ALL STRUCTURAL LUMBER SHALL BE DOUG-FIR #1 GRADE HAVING A MINIMUM STRESS OF ELECTRICAL EQUIPMENT AND WIRING SHALL BE INSTALLED IN ACCORDANCE WITH 10. ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS AND FB 1000 PSI E 1.5 X 10.6 UNLESS NOTED OTHERWISE. DOUBLE STRUCTURES AROUND CHAPTERS 34-43 OF 2020 NYSMC & 2020 NYSRC ALL OTHER REQUIREMENTS OF APPLICABLE U.S. COMMERCIAL STANDARDS FOR THE FLOOR, CEILING AND ROOF OPENINGS. TYPE AND SPECIES OF PLYWOOD AND SO BE IDENTIFIED BY AN APPROVED AGENCY. 14) ALL FOOTINGS, PIERS, PILASTERS, ETC. SHALL HAVE A MINIMUM STRESS OF FC 3500 PSI DISTRICT: 1000 11. THE ENTIRE WORK SHALL BE ACCURATELY FRAMED PLUMB. LEVEL AND TRUE, WELL SPIKED, AT 28 DAYS AND SHALL REST ON UNDISTURBED SOIL HAVING A MINIMUM BEARING BRACED AND ANCHORED TOGETHER TO FORM A RIGID STRUCTURE, AND TO INSURE CAPACITY OF 2 TONS PER SO. FT. SECTION: 083.00 EVEN 15) PROVIDE ACCESS AND VENTILATE ALL CRAWL AND ATTIC SPACES AS PER CODE. PLANS SUBMITTED WITH THIS APPLICATION CONFORM TO ALL THE APPLICABLE BLOCK: 01 .00 SETTLEMENT AND SHRINKING THROUGHOUT, UNLESS OTHERWISE NOTED ON THE PLAN. (MEASURED IN TOTAL FREE AREA.) ALL FRAMING MEMBERS TO BE 16" O.C. O.N.O 16) THE ENTIRE PREMISES, INSIDE AND OUT, SHALL BE CLEANED OF ALL DEBRIS AND EXCESS REQUIREMENTS OF THE 2020 NYSMC, 2020 NYSRC, AND 2020 NYSECCC. LOT: 027.000 12. DOUBLE JOIST AROUND ALL OPENINGS AND BELOW ALL PARALLEL WALL PARTITIONS AND MATERIALS, TO THE SATISFACTION OF THE OWNER, INCLUDING LABELS AND PROTECTIVE AT TUB AREA. COATINGS ON ALL MATERIALS. 13. ALL STRUCTURAL WOOD SHALL BE KEPT 2" BACK FROM CHIMNEYS. 17) REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAIVER OF LIENS, SIGNED AS PER SECTION 301 .1 .1 OF IRC, PLANS SUBMITTED WITH THIS APPLICATION 14. PROVIDE ALL LINTELS OR HEADERS NOT INDICATED ON DRAWINGS OVER ALL OPENINGS. BY ALL SUB-CONTRACTORS AND MATERIAL SUPPLIERS, IN ADDITION TO THE GENERAL CONFORM AND ARE DESIGNED IN ACCORDANCE WITH THE AMERICAN FOREST HEADERS ARE TO BE EQUAL TOP FULL WIDTH OF FRAMING (MIN. (2) 2" X 8"). CONTRACTOR. 15. JOIST HANGERS, ETC., TO BE "TECO" OR EQUAL FOR ALL FLUSH STRUCTURAL CONNECTIONS. 18) ALL ITEMS OF WORK IDENTIFIED ON THE DRAWINGS BY NAME, NOTE OR MATERIAL AND PAPER ASSOCIATION (AF & PE) WOOD FRAME CONSTRUCTION MANUAL 16. ALL WINDOWS AND DOOR OPENINGS, UNLESS OTHERWISE INDICATED, SHALL HAVE STUDS DESIGNATION ARE NEW UNLESS OTHERWISE NOTED. FOR ONE AND TWO-FAMILY DWELLINGS (WFCM 2018.) INFORMATION RECEIVED FROM SURVEY 19) ALL NEW MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH DOUBLED ON JAMBS. MANUFACTURERS LATEST PRINTED SPECIFICATIONS AND WITH ALL CODE REQUIREMENTS. PREPARED BY: 17. ALL FLOOR JOISTS SHALL BE CROSSBRIDGED WITH 5/4" X 3" BRIDGING AT MIDSPAN OR 20) ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH BEST STANDARD TRADE 12-18-24 AS BUILT DRAWINGS T.M.M. AERIAL LAND SURVEYING, D.P.0 INTERVALS NOT TO EXCEED 8' O.C. PRACTICES. ALL TRADES SHALL COOPERATE TO FACILITATE JOB SCHEDULING AND 18. THE TOP AND BOTTOM EDGES OF JOISTS MAY BE NOTCHED NOT TO EXCEED 2". COMPLETION. 2-18-24 ISSUED FOR BUILDING PERMIT T.M.M. 53 PROBST DRIVE 19. TOP PLATES OF EXTERIOR STUD WALLS AND INTERIOR BEARING PARTITIONS MAY NOT BE 21) PROPRIETARY NAMES IDENTIFYING ITEMS OF WORK ARE USED TO DESIGNATE THE 2-S Y B TY M QUANTITY STANDARD OECONSTRUCTION. ITEMS OF EQUAL QIAE SUBMITTED FOR REVIEW 2 LESS THAN (2) 2X MEMBERS OF THE SAME WIDTH OF THE STUDS, LAPPED AT 4- 4 ISSUED FOR PRELIMINARY BID T.M.M. SHIRLEY, NY 11967 CORNERS AND AND APPROVAL. DATE: REVISION DESCRIPTION: BY: INTERSECTING PARTITIONS WITH SPLICE IN UPPER PLATE AT LEAST 32 " FROM SPLICE IN 22) CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ADJOINING REMAINING AREA'S • (833)-787-8393 LOWER PARTITION, BOTH OCURING OVER STUDS. AS A RESULT OF HIS WORK AND SHALL REPAIR ANY DAMAGED SURFACE TO THEIR # . PRE-EXISTING CONDITIONS OR AS MAY BE REQUIRED TO COMPLETE THE ENTIRE SCOPE 20. FOR RESILIENT FLOOR INSTALLATION, UNDERLAYMENT TO BE lh" SANDED FACE APA UNDER OF WORK. G A G L I A N O RESIDE N C E LAYMENT INT., INSTALLATION TO BE SAME AS FOR CARPET INSTALLATION. 23) INDICATIONS OF WORK TO BE REMOVED ARE GENERAL ONLY, AND ARE NOT INTENDED TO 21. HARDWOOD STRIP FLOOR TO BE INSTALLED WITHOUT UNDERLAYMENT AND TO BE SET PER SHOW ALL ITEMS WHICH MAY REQUIRE REMOVAL. SUCH ITEMS SHALL BE REMOVED, 535 BIRCH LANE CUTCHOGUE NY 11935 PENDICULAR TO FLOOR JOISTS, ALL HARDWOOD FLOORING TO RECEIVE LAYER OF 15# RELOCATED, AND OR REINSTALLED AS REQUIRED FOR INSTALLATION OF NEW WORK. r. }:.. BUILDING PAPER UNDER FINISH FLOOR. 24) LANDSCAPING TO BE REMOVED AND RELOCATED AS REQUIRED BY THE NEW WORK SHALL � ' •��' r , y fezy�. 1• i °� BE HAND EXCAVATED ALLOWING FOR AN ADEQUATE ROOT BALL AS REQUIRED BY PROPE D A M E S DE LUCA ARCHITECT 22. ALL WALLS AND CEILINGS SHALL BE FINISHED WITH GYPSUM WALLBOARD EXCEPT AS INDICATED OTHERWISE ON DRAWING. USE WATERPROOF TYPE IN AREAS OF MOISTURE. NURSERY PRACTICES. . . 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 .aJ TEL: (631) 367-7011 CLIMATE AND GEOGRAPHIC DESIGN CRITERIA WIND DESIGN SUBJECT TO DAMAGE FROM DATE: PROJECT: DRAWN BY: GROUND SEISMIC � �� '- WINTER ICE BARRIER SNOW LOAD SPECIAL DESIGN DESIGN UNDERLAYMENT FLOOD AIR FREEZING MEAN ANNUAL SPEED(MPH) TOPOGRAPHIIC WIND WIND-BORNE CATEGORY WEATHERING FROST LINE TERMITE TEMP REQUIRED HAZARDS INDEX TEMP EFFECTS REGION DEBRIS ZONE DEPTH COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. cov 1500 OR THE DUPLICATION, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR 30 PSF 130 NO NO ZONE 1 B SEVERE 31-011 YES 150 YES AS/ FIRM LESS 510 USE OF THESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY DAMES DE LUCA ARCHITECT. FILE NAME: gagliano-_proposed 1 28 24.dwg PLOT DATE: Sunday, December 22, 2024 A S3 WINDOW NOTES: 1.Roof Composition: 30 year dimensional roof shingles by GAF or equal, color, weight and style to be IT IS THE INTENT THAT ALL WINDOWS TO BE ANDERSEN 400 selected, over 15# building felt on 5/8" cdx plywood sheathing over roof rafters 4'-0" SERIES WITH "TRUE DIVIDED LITE WITH SPACER BAR" (UNLESS (refer to framing plans for sizes & spacing). Provide 36" strip of water / ice OTHERWISE APPROVED BY ARCHITECT). PROVIDE EXTENSION guard at bottom intersection of roof & fascia and at all roof intersections (ie: CN 13 JAMBS AS REQUIRED. valleys/ crickets). refer to drawings for additional areas. IF A DIFFERENT MANUFACTURER IS SELECTED BY OWNER, 2.Ridge Vents: AZEK TRIM 2W/3H ARCAREH UTILIZED MUST BE SPECIFICATIONS OSENSURM COMPARABLE BLE UNITS Shingle style ridge vent, matching style & color of roof shingle. Installed in strict PANEL accordance with manufacturers spec's. Locations as indicated. ANY DEVIATIONS FROM WINDOW SIZES, GRILLE STYLE OR PROVIDE (2) LAYERS ICE PATTERNS OR ANY HEADER HEIGHTS/ SIZES WITHOUT 3.Collar Ties: AND WATER SHIELD ATT LOW CX 14-3 ARCHITECT'S APPROVAL WILL NOT BE ACCEPTABLE Install 2"x6"collar ties 32" o.c. u.n.o., Locations as indicated. (Lag bolt every third PITCH CRICKET AREA 3W/3H CONTRACTOR NOT TO MAKE ANY CHANGES, SUBSTITUTIONS OR tie, using %" dia. bolts, in vaulted clg areas). .._...... ORDERS WITHOUT THE APPROVAL OF BOTH THE OWNER AND CW 135 o INCURRED T CHANGE/ REFLECT THE PROVIDE COSTS offits Fascia Boards 0 / D PLANS Soffits be Azek t&g ii i Providetol" x 8" fasica board w/ 5/4" x 2" accent boards to be Azek, ARCHITECT AND WILL ASSUME ALL RESPONSIBILITY AND EXISTING 2W/2H '......, . _..- ...:...... ....':..-L painted finish to match home. RIDGE HEIGHT I i i ! _..I a_... ...:. i .. .._ ... u ersLeaders:PROPOSED OVERFRAME GABLE,- Provide 6" half round t.......................:....:.._..: ..... provide underground piping eas required by�town/ovillage btodnew drywell,nseel drywell i calculations if required. _ MATERIALS PRIOR AALL1LOCERoNS of GENDER D LEADERS TO BE RENEWED TO FRAMING RIDGES IN FIELD WITH ARCHITECT PRESENT PRIOR TO INSTALLATION 6.Wall Composition: l N • � I � � l 1 � Provide Hardie shingles, 6" exp to weather, over tyvek house wrap over 1/2" cdx ...i CONTRACTOR TO COORDINATE MEETING OR ASSUME THE _........�..._i...; �_ ..L.......I. .i . with R-19 batt insulation & i ! I I I '! �i ; plywood new 2"k6" wood studs 16" o c CO OF RELOCATION F ANY GUTTERS/ LEADERS IF 5/8" gwb on r8face) tape & spackle (3) coats. r-1 — — — REQUIRED BY ARCHITECT OR OWNER CW 135 I : I^ -1_I_.I NOTE: AS PER PART 1265 TO TITLE 19 OF THE NEW YORK I ------- ---- --'- - - CODES, RULES AND REGULATIONS (NYCRR) THE SIGN AND OPTIONAL -I — SYMBOL NOTIFYING LOCAL CODE ENFORCMENT AGENCIES THE I 4 3 4 - i PRE-ENGINEERED WOOD CONSTRUCTION IS USED IN A SHED DORMER, _ _. ....... ... _ - - -- - -- - - RESIDENTIAL STRUCTURE, MUST BE PLACED TO EXTERIOR OF PROVIDE _ i PRICING AND — - CN 13 STRUCTURE I f COORDINATE I I f - - - -�-1--�--1-------- - - �I I 2W/3H i . ; WITH OWNER I 1-1-1- L 'LAI INCLUSIONTO _._ . _...._. ....... .__......_ . ........._ SCOPE — _... .. ...... . .. — _ — - .......! . .. . _ . �� � I - III l llI f I ...._.� ..L...._ ....- _..__ I..... ...................._ ..__ , I L _- i.._._.......1._ i...... I i .... PROVIDE WOOD SHUTTERS BY .... 1 . L l 1 1 I. l_ i_. !6 I I VIXEN HILL OR TIMBERLINE ._...L.. _.... _..__...._i........i...._.....i_......_....._1....__!..... .... I..i.;:.,_. I ! WITH METAL HARDWARE i I ` I I � 1 . J . I � _I I L I_ . __ L- I ; ........ ... ....................... I I _' i- I- i } ,"; _..._ .,.. :. I .. ...__ _. ., REMOVE EXISTING WINDOW , . i..........L..._ _ 1 _L _: ...... :L:_:_ _� — 1. L_ �_1_I l_ 11__1 L _'. (_. -- - I , ! f , I I 'I I i i I AND INFILL AS R E Q .__ _. _L 1 _L 1 .J _, f_ __�f I l i 1 l _I L I 1...1 I l MATCH CONDITIONS J� L� ; — — ....__.a.._..1._...,. I. _.. ._ .. _ ...7 i I � --�- - 1-�-. I. �.._I-- -'-... '. .I... ' i i f CXW 135 CW 15 P4050 CW 15 2W/3H 2W/3H PROVIDE STACKING RET. BLOCK UNITS TO EX. To REMAIN CREATE EGRESS WELL CW 14 CXW 145 CXW 145 2W/3H 3W/3H 3W/3H PROPOSED FRONT ELEVATION SCALE: 1 /4"== 1 '-0" 3 CN 13 2W/2H CX 14-3 C 24 C 24 3W/3H I 2W/3H 2W/3H PROPOSED OVERFRAME GABLE, NEW ROOFING MATERIAL, REMOVE (3) LAYERS, I REPLACE ANY DAMAGED SHEATHING AS REMO E ANY/ ALL .I I._--` -- COMB STIBLE MATERIALS PRIOR REQUIRED AND INSTALL NEW 30 YEAR - --' TO FRAMING TO SHINGLE OVER #15 BUILDING FELT LLL i ; ...:.....:..... _ ..: . L_ . . I.1 .1_......... _ ... i..._.._.._... f f i ' li.: I I i i ! _ ......... _ I I .....__.......... i I i I i i. f I I , I I i I f ; ........... ......:...... .............. ! I _.... .............. : I SIDING TO BE o 12-18-2 REPLACED, I 4 AS BUILT DRAWINGS T.M.M. CONTRACTOR TO CO PROVIDE VARIOUS 2-18-24 ISSUED FOR BUILDING PERMIT T.M.M. PRICING SOLUTIONS 2-4-24 ISSUED FOR PRELIMINARY BID T.M.M. # : DATE: IleREVISION DESCRIPTION: BY: a _ :# GAGLIANO RESIDENCE 535 BIRCH LANE CUTCHOGUE NY 11935 N PROVIDE WOOD FRAMED + . PLATFORM, RISERS WITH � �, ��� D A M E S 1) E LUCA ARCHITECT EX. PANELS AND FRAMES TO COMPOSITE DECKING FINISH . :' Y �' 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 REMAIN CXW 15 P6050 CXW 15 C 13 3068 AND VINYL RAILING DOWN TO TEL: (6 31) 3 6 7-7 0 1 1 3W/1H 6W/1H 3W/1H 2W/3H 2W/4H GRADE. PROVIDE 8x16 CONIC S.F.GRILLE S.F. GR LLE S.F. GRILLE PAD AT FIRST STEP. DATE: PROJECT: DRAWN BY: PROPOSED REAR ELEVATION - OPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. T DUPLICATIO EPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR USE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY SCALE: 1 /4"_ 1 '— O PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: gogliano_proposed 1 28 24.dwg PLOT DATE: Sunday, December 22, 2024 --- ---- -- - - -... ....._..... { . ..................................... .................. .. ................ ................._.. ... ... . ............. { � . 1 . .................:. 1 { { I I { _I PROPOSED OVERFRAME GABLE, ME GABLE, {. .... ... ..... 1 - I REMOVE ANY/ ALL REMOVE ANY/ ALL { -- - -- - - COMBUSTIBLE MATERIALS PRIOR COMBUSTIBLE MATERIALS PRIOR 1 . .. TO FRAMING TO FRAMING 00 .. . I { I. i i l _ f ,�• I I I � { I n i I I PROVIDE WOOD FRAMED 2 _g PLATFORM, RISERS WITH COMPOSITE DECKING FINISH 00 AND VINYL RAILING DOWN TO GRADE. PROVIDE 8x16 CONC PAD AT FIRST STEP. i EXISTING WOOD STAIRS AND RAILING (NOT SHOWN FOR CLARITY) TO REMAIN EXISTING UNITS TO REMAIN. UNCHANGED IF UNITS ARE TO BE REPLACED, C 13 NEW UNITS TO BE WHITE IN EX. PANELS AND FRAMES TO COLOR INTERIOR AND EXTERIOR. 2W/3H REMAIN PROVIDE PRICING TO REPLACE EXISTING GRADING TO REMAIN EXISTING UNITS TO REMAIN. IF ALL UNITS THROUGHOUT UNITS ARE TO BE REPLACED, —• —H6ttS-� EON�R-AET6f�—TO— — NEW UNITS TO B E WHITE I N — — — — — COLOR INTERIOR AND EXTERIOR VERIFY EXISTING OPENING SIZES AND COORDINATE WITH NEW CXW 25 CXW 25 OVERHEAD DOOR, WOOD TIE UNIT SIZES WALLS TO REMAIN 3W/3H 3W/3H PROPOSED LEFT SIDE ELEVATION PROPOSED RIGHT SIDE ELEVATION SCALE: 1 /4"= 1 '-0" SCALE: 1 /4"= 1 '- 0" COPPER FLASHING— ASPHALT ROOF SHINGLE OVER # 30 BLDG FELT 5/4" CAP— _ ON 5/8" ROOF s z SHEATHING M r- 2" BED— 1X2 ACCENT BAND OVER MOULDING 1X8 FASCIA BOARD 12 2- A1N AS PER ELEVATION 5/4 x 3 ACCENT BAND y , cc OVER 1 X8 FASCIA BOARD 1"X 4" AZEK— w TRIM BOARD Cn „ , Q 6 ALUM. GUTTER, U.N.O., UNITAS ER PLAN 3 ,,2 F- PROVIDE 4" SDR-35 PIPING TO DRYWELL AS REFER TO PLAN— REQUIRED BY TOWN/ AND VILLAGE ELEVATIONS 12-18-2 4 AS BUILT DRAWINGS T.M.M. FOR MODEL #'S 2-18-24 ISSUED FOR BUILDING PERMIT T.M.M. AND GRILLE 4 ISSUED FOR PRELIMINARY BID T.M.M. PATTERNS # : DATE: REVISION DESCRIPTION: BY: 4,,, t— EXTERIOR GAGLIANO RESIDENCE UD WALL CONSTRUCITON 535 BIRCH LANE CUTCHOGUE NY 11935 2 X SILL— J A M E S D E L UCA ARCHITECT 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 �i RyYb. r TEL. (631) 367-7011 DATE: PROJECT: DRAWN BY: WINDOW TRIM DETAIL FASCIA FRIEZE DETAIL SCALE: 1 "— 1 '— 0" COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. SCALE: 1 "= 1 '— O" E DUPLICAZD PRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR U OF WINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PRO D UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: gogliano_proposed 1 28 24.dwg PLOT DATE: Sunday, December 22, 2024 CLOSET TO BE REMOVED, PROVIDE 29'-8" NEW ENTRY DOOR AND STEPS TO GRADE NEW WINDOW UNITS, REFER NEW WINDOW LOCATION FOR REPLACE TO PLAN FOR NEW MODEL UNIT LOCATIONS NEW WINDOW WINDOW UNIT NUMBERS FIREPLACE M ALL WALL TO BE SHIFTED IXTU S AN TO ENLARGE FINISH EXTEND ROOF Bath ADJACENT SPACE Enclosed Porch THRO HOUT DORMER BY FILLING IN BATHROOM CORNER FolBATH TO BE c RENOVATED SLIDER TO BE REPLACED WITH PARTITIONS TO BE OPPOSITE REMOVED SHOWN OPERATION HATCHED Bedroom UP CLOSET TO RELOCATE BEDROOM TO BE REMOVED REMOVE DOOR REMOVE SHOWER Bedroom _ SECOND FLOOR ADDITION AND AND INFILL AND REFRAME , WINDOW TO BE BE REPLACED WITH CONVERT SPACE TO DEN OPENING AREA FOR TUB SPACE TO BE I SMALLER UNIT, VERIFY CLEARANCE Living Room OPEN TO BELOW DIVIDED TO CREATE N WITH EXISTING ROOF LINES. CLOSET TO EXISTING LOW WALL SEPARATE SPACES BE REMOVED TO REMAIN, ALTER AS REQUIRED FOR NEW LINEN CLOSET PER — - - - - - - - - - - - - PLAN REFRIG. O W.I.C D.W. CLOSET TO W.I.C. BATHROOM BE MODIFIED PORTION OF ROOM TO REMOVE ALL BECOME DINING AREA FIXTURES AND FINISHED Kitchen THROUGHOUT A A F E N F 0 KITCHEN INTERIOR PARTITION TO D 1 0 A D BE RELOCATED TO LA EXPAND CLOSET AND N PANNrRv O BATHROOM SPACES Op o 00 � DOOR LOCATION N I TO REMAIN, EXISTING ATTIC SPACE TO BE RELOCATE CONVERTED TO ADDITIONAL WOOD ENTRY CLOSET TO BE REMOVE AND SWITCHES AS Bedroom WALK-IN CLOSET SPACE OFF STEPS TO MODIFIED RELOCATE TO REQ. 8'-7" 4'-1" 17'-1 BEDROOM REMAIN REAR WALL " ADJUST WINDOW LOCATION FOR NEW CENTERLINE OF ROOM EXISTING FIRST FLOOR PLAN EXISTING SECOND FLOOR PLAN SCALE: 1 /4"— 1 '- 0" SCALE: 1 /4"= 1 '- 0" 12-18-24 AS BUILT DRAWINGS T.M.M. 2-18-24 ISSUED FOR BUILDING PERMIT T.M.M. 2-4-24 ISSUED FOR PRELIMINARY BID T.M.M. # : DATE: REVISION DESCRIPTION: BY: GAGLIANO RESIDENCE ,. .,.. .. , .w 535 BIRCH LANE CUTCHOGUE NY 11935 JAMES DE LUCA ARCHITECT 6 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 a F TEL: (631) 367-7011 DATE: PROJECT: DRAWN BY: COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. T ICATION, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR USE OF THESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: gogliono_-proposed 1 28 24.dwg PLOT DATE: Sunday, December 22, 2024 A S3 S3 29 -8 13'-10" 7 8 5'_0 8�1 4'-3 10'-7$' 6'-11 AL- e_ 3068 TW 2436 TW 2842 DHP 41042 2 242L7 C1 24 C 1 24 CX 14-3 % L FIRE PLACE 668 .'y 7' 1 BathCl - • 0) 00 C� t en Spac� INFILL Enclosed Porch JBedroom 00 -2668 --- AS C14 C) REQUIRED x Cf) Living Room ... ....... S S; Lo OPEN TO BELOW Co C) LOS. U_ r 18'-8" 30-71' 49-61 79-30' 1 1 BUNK 01.1 0 .......... ...... 2068 BED B IN 20-0 4'-0" 8'-10" 10 0 BED 2668 U 04 I FULL .... ........ . .. .... ..... ....... ........ ...... Ll N. EXIST 0 . ... ...... ......... BED V I F. 0 tub Co C� I Bedioom L__J L__J Bath TUB I W.I.C. 0 • SHWR V__ U-) C14 C) 7, Co Dining Room 60 0 ... .. .... ... ..... ..t -6 EL_j 0 1 1 --i668 L • L2'-O O» (o to 0) TOW LS/ Lj �L 11 7 Kit chen .1 LINE Walk-in CL4*157-i- 6-6 2068 I N 0 !ILSI 16'-9" -IV D.W. Sl� K TR 2868 2468 28" OPENING I V<-) :7//' CW 135 __% L_ I 36" P.DR. AND BARN L 36-0 F�71 --%-. i -J= �2 N N F3 FRIDGE 0 G STYLE DOOR EX 0 PANTRY 7-1 7A- _n 00 N, LOC. o I z CW 135 CX 14-3 1 -0-) x ffff�w_ Bedroom - ,% I — — — — — -- -- 0 TW 2042 DHP31042 TW 2042 CXW 135 1 EQ 8'-T 7 EQ e- 4'—1 1 7'�1 //F7\ 8'-3" 1 11 \ EL CENTERLINE 40 OF DOOR > 30 ==� 30" 1 E,'-8 S3 " access ( ADJUST a BELOW access dr dr WINDOW attic tti LOCATION attic attic CN 13 INFILL AS TW 2842 REQUIRED TW F842 3t-4" 17'—4" 3'—0 5'-4" 5'—4" 3�'—0 FIRST' FLOOR PLAN SECOND FLOOR PLAN SCALE: 1 /4' _ 1 o" SCALE: 1 /4 1 0 KITCHEN NOTE: KITCHEN LAYOUT FOR ILLUSTRATION PURPOSES ONLY. FINAL KITCHEN LAYOUT PROVIDED BY KITCHEN DESIGNER. KITCHEN DESIGNER/ CONTRACTOR TO FIELD VERIFTY ALL DIMENSIONS PRIOR TO ORDERING/ INSTALLATION OF ANY CABINETRY AND APPLIANCES. * PROVIDE WATER FILTRATION SYSTEM TO ALL REQUIRED APPLIANCES FOR KITCHEN AREA.* PARTITION LEGEND: = EXISTING WALLS TO REMAIN = DEMOLISHED PARTITIONS = PROPOSED WALLS 12-18-24 AS BUILT DRAWINGS T.M.M. = UPPER CABINETS 2-1 -24 ISSUED FOR BUILDING PERMIT T.M.'M. 2-48-24 ISSUED FOR PRELIMINARY BID T.M.M. # DATE: REVISION DESCRIPTION: BY: GAGLIANO RESIDENCE 535 BIRCH LANE CUTCHOGUE NY 11935 _'X, JAMES DE LUCA ARCHITECT 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 0 TEL: (631) 367-7011 DATE: PROJECT: DRAWN BY: COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. TH"ED CA REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR I P SE D S UPL�DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY E OF ITED U NLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: gagliano—proposed 1 28 24.dwg PLOT DATE: Sunday, December 22, 2024 SECTION R3o3.7&8 - STAIRWAY ILLUMINATION SECTION R502.2.2 - BLOCKING AND SUBFLOORING SECTION 16o7.8 LOADS ON HANDRAILS, GUARDS, GRAB BARS, ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH BLOCKING SHALL BE A MINIMUM OF UTILITY GRADE LUMBER OR SEATS AND VEHICLE BARRIERS SECTION R-103 A MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND NO. 4 COMMON GRADE BOARDS. HANDRAILS, GUARDS, GRAB BARS, ACCESSIBLE SEATS, ACCESSIBLE NOTE: AS PER N1102.2.4 (R: 402.2.4) PROVIDE ACCESS HATCH WEATHER TREADS. INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN SECTION R502.1.1.2 - END-JOINTED LUMBER BENCHES AND VEHICLE BARRIERS SHALL BE DESIGNED AND INSULATION: STRIPPED AND INSULATED TO LEVEL EQUIVALENT TO SURROUNDING ARTIFICIAL LIGHTS SOURCE LOCATED IN THE IMMEDIATE VINCINITY OF APPROVED END-JOINTED LUMBER IDENTIFIED BY A GRADE MAEK CONSTRUCTED FOR THE STRUCTURAL LOADING CONDITIONS SET FORTH WALLS: R19 BATT INSUL EACH LANDING OF THE STAIRWAY. FOR INTERIOR STAIRS THE CONFORMING TO 502.1.1 MAY BE USED INTERCHANGEABLY WITH IN THIS SECTION ROOF: R38 BAIT INSUL SURFACES ARTIFICIAL LIGHT SOURCES SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN 1 FOOT SOLID-SAWN MEMBERS OF THE SAME SPECIES AND GRADE. BETWEEN FLOORS: SOUND BATT 1607.8.1 HANDRAILS AND GUARDS. HANDRAILS AND GUARDS SHALL BE NOTE: REFER TO "SHEET S4" FOR AIR LEAKAGE SEALANT DETAILS AND CANDLES (11 LUX) MEASURED AT THE CENTER OF TREADS AND SECTION R905.1.2 - ICE BARRIERS DESIGNED TO RESIST A LINEAR LOAD OF 50 POUNDS PER LINEAR LOCATIONS. A THIRD PARTY RATER TO PERFORM BLOWER TEST AND LANDINGS. EXTERIOR STAIRWAYS PROVIDING ACCESS TO BASEMENT IN AREAS WHERE THE AVERAGE DAILY TEMPERATURE IN JANUARY IS FOOR(PLF) (0.73KN/M) IN ACCORDANCE WITH SECTON 4.5.1 OF ASCE WINDOWS: ANDERSEN 400 SERIES, FORM THE OUTSIDE GRADE LEVEL SHALL BE PROVIDED WITH AN 257 OR LESS OR WHEN TABLE R301.2(1) CRITERIA SO DEIGNATES, 7. GLASS HANDRAIL ASSEMBLIES AND GUARDS SHALL ALSO COMPLY FDL, AIR REVIEW FOR COMPLIANCE WITH SECTION N1102.4.1 .2 (R402.4.1 .2) AND ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF AN ICE BARRIER THAT CONSISTS OF AT LEAST TWO LAYERS OF WITH SECTION 2407 ASTM E779 8c ASTM E1827 AND 50 PASCALS THE BOTTOM LANDING OF THE STAIRWAY. UNDERLAYMENT CEMENTED TOGETHER OR OF A SELF-ADHERING EXCEPTIONS: U-FACTOR: 0.27 EXCEPTIONS: POLYMER MODIFIED BITUMEN SHEET, SHALL BE USED IN LIEU OF 1. FOR ONE- AND TWO-FAMILY DWELLINGS , ONLY THE SINGLE SHGC: 0.27 1. AN ARTIFICIAL LIGHT SOURCE IS NOT REQUIRED AT THE TOP AND NORMAL UNDERLAYMENT AND EXTEND FROM THE EAVE'S EDGE TO A CONCENTRATED LOAD REQUIRED BY SECTION 1707.8.1.1 SHALL NOTE: HOUSE TO BE EQUIPPED WITH PROGRAMMABLE THERMOSTATS ON A BOTTOM LANDING, PROVIDED AN ARTIFICIAL LIGHT SOURCE IS POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE BE APPLIED DAILY SCHEDULE FOR EACH ZONE OF HEATING AND AIR CONDITIONING AS LOCATED DIRECTLY OVER EACH STAIRWAY SECTION. BUILDING. 2. IN GROUP 1-3, F, H AND S OCCUPANCIES, FOR AREAS THAT PATIO DOORS: ANDERSEN 400 SERIES, 2. OWNER--OCCUPIED ONE-FAMILY DWELLINGS NOT SUPPLIED WITH ARE NOT ACCESSIBLE TO THE GENERAL PUBLIC AND HAVE AN FDL, AIR, U-FACTOR: 0.29 PER COMPLIANCE WITH SECTION N1103.1 .1 (R: 403.1 .1 .) OF THE 2018 IECC ELECTRICAL POWER IN ACCORDANCE WITH SECTION RE3301.5 SECTION R8o6.1 -VENTILATION REQUIRED OCCUPANT LOAD LESS THAN 50, THE MINIMUM LOAD SHALL SH GC: 0.20 SECTION W8.4- HAZARDOUS LOCATIONS ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE BE 20 POUNDS PER FOOT (0.29KN/M) R CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF NOTE: AS PER N1103.3 (R: 403.3.) DUCTS FOR SUPPLY IN ATTIC SPACES GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS,SAUNAS, .TEAM ROOMS, BATHTUBS AND SHOWERS. GLAZING IN RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE 1608.8.1.1 CONCENTRATED LOAD. HANDRAILS AND GUARDS SHALL BE BOILER: EXISTING TO REMAIN TO BE INSULATED TO R-8. ALL OTHER DUCTS OUTSIDE THERMAL ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS SPACE BY VENTING OPENINGS PROTECTED AGAINS THE ENTRANCE DESIGNED TO RESIST A CONCENTRATED LOAD OF 200 POUNDS ENVELOPE R-6. DUCTS SHALL BE "ROUGH-IN PRESSURE TESTED" TO WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAT OF RAIN OR SNOW. VENTILATING OPENINGS SHALL BE PROVIDED (0.89KN) IN ACCORDANCE WITH SECTION 4.5.1 of ASCE 7. HOT WATER HEATER: EXISTING TO SHOW COMPLIANCE WITH N1103.3.3 R: 403.3.3 . THIRD PARTY RATER TO 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WITH CORROSION-RESISTANT WIRE MESH, WITH 1/8" MINIMUM TO ( ) REMAIN PROVIDE TEST RESULTS REPORT TO CODE OFFICIAL WALKING SURFACE 1/4" MAXIMUM OPENINGS. 1608.8.1.2 INTERMEDIATE RAILS. INTERMEDIATE RAILS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL FILLERS SHALL BE SECTION R302.6 -FIRE SEPARATIONS SECTION R602.8 - FIRE BLOCKING DESIGNED TO RESIST A CONCENTRATED LOAD OF 50 POUNDS (0.22KN) AIR CONDITIONERS UNDER SEPARATE NOTE: AS PER N1103.3.2 R: 403.3.2. DUCTS, AIR HANDLERS, FILTER WHERE PARITITIONS ARE USED TO SEPARATE IN ATTACHED GARAGE FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED IN ACCORDANCE WITH SECTION 4.5.1 of ASCE 7. PERMIT ALL EQUIPMENT ( ) FROM A LIVING SPACE OR ITS ATTIC, THE PARTITION ASSEMBLY BOXES SHALL BE SEALED. JOINTS AND SEAMS SHALL COMPLY WITH SHALL HAVE A 3/4 HOUR FIRE-RESISTANT RATING. DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM MANUFACTURE SPECIFICATIONS TO BE SECTION M-1601 .4.4 OF 2020 NYS CODE, SEE SHEET S4 FOR TYPICAL AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A SECTION R8o7-ATTIC ACCESS SUBMITTED TO BUILDING DEPARTMENT TOP STORY AND THE ROOF SPACE. FIRE BLOCKING SHALL BE DETAILS SECTION R�10 - EMERGENCY AND RESCUE OPENINGS PROVIDED IN WOOD-FRAME CONSTRUCTION IN THE FOLLOWING R807.1 - ATTIC ACCESS. BUILDINGS WITH COMBUSTIBLE CEILING OR PRIOR TO INSTALLATION TO SHOW REGARDLESS OF THE WINDOWS SHOWN ON THESE PLANS, PROVIDE LOCATIONS: ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC COMPLIANCE WITH C104.2.6.1 NOTE: MECHANICAL VENTILATION FOR RANGE HOOD AND BATHROOM FANS AT LEAST ONE WINDOW IN EACH SLEEPING ROOM AND THE 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS. AREAS THAT HAVE A VERTICAL HEIGHT OF 30 INCHES (762mm) OR BASEMENT FOR EMERGENCY ESCAPE. MINIMUM OPENING 5.0 SF ON INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR GREATER OVER AN AREA OF NOT LESS THAN 30 SQUARE FEET (2.8m2). SHALL BE IN COMPLIANCE WITH N1103.6 (R: 403.6.) AND CONTAIN 1ST FLOOR AND 5.7 SF ON OTHER FLOORS. MIN. H=24", MIN W=20", LEVELS. CONCEALED HORIZONTAL FURRED SPACES SHALL THE VERTICAL HEIGHT SHALL BE MEASURED FROM THE TOP OF THE AUTOMATIC OR GRAVITY DAMPERS TO SEAL WHEN NOT IN USE MAX 44" AFF ALSO BE FIREBLOCKED AT INTERVALS NOT EXCEEDING 10 FEET.. CEILING FRAMING MEMBERS TO THE UNDERSIDE OF THE ROOF FRAMING BATTS OR BLANKETS OF MINERAL OR GLASS FIBER SHALL BE MEMBERS. SECTION FW1.7.2 - HEADROOM ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING THE ROUGH-FRAMED OPENING SHALL BE NOT LESS THAN 22 INCHES NOTE: AT MOST, 75% OF INSTALLED LIGHTING FIXTURES TO BE THE MINIMUM HEADROOM IN ALL PARTS OF THE STARWWAY SHALL PARALLEL ROWS OF STUDS OR STAGGERED STUDS. BY 30 INCHES (559mm BY 762mm) AND SHALL BE LOCATED IN A NOT BE LESS THAT 6 FEET 8 INCHES MEASURED VERTICALLY FROM 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. WHERE LOCATED IN THE SLOPED PLANE ADJOINING THE TREAD NOSING OR FROM THE AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP A WALL, THE OPENING SHALL BE NOT LESS THEN 22 INCHES WIDE BY 30 FLOOR SURFACE OF THE LANDING OR PLATFORM CEILINGS AND COVE CEILINGS. INCHES HIGH (559mm WIDE BY 762 mm HIGH). WHERE THE ACCESS IS 3. IN CONCEALD SPACES BETWEEN STAIR STRINGERS AT THE TOP LOCATED IN A CEILING, MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC SECTION R:314/RB15/`AJ5ol.6/AJ6ol.8/AJ7ol.3/AJ801.3- AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SPACE SHALL BE 30 INCHES 762mm AT SOME POINT ABOVE THE SHALL COMPLY WITH R314.8 ( ) SMOKE AND CO ALARMS 4. AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT CEILING ACCESS MEASURED VERTICALLY FROM THE BOTTOM OF CEILING FRAMING CARBON MONOXIDE ALARAMS TO BE PROVIDED ON EACH LEVEL WITH AND FLOOR LEVEL, TO RESIST THE FREE PASSAGE PF FLAME MEMBERS. SEE SECTION M1305.1.3 FOR ACCESS REQUIREMENTS WHERE SLEEPING ROOMS OR FUEL BURNING EQUIPMENT. AND PRODUCTS OF COMBUSTION. MECHANICAL EQUIPMENT IS LOCATE IN ATTICS. SMOKE ALARMS TO BE PROVIDED IN EACH SLEEPING ROOM, OUTSIDE 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE EACH SLEEPING ROOM AND ON ALL FLOORS §RR1001.16. SECTION 02.7-VAPOR RETARDERS 6. FIREBLOCKING OF CONICES OF A TWO-FAMILY DWELLING IS Chapter 10 - Fireplaces IN ALL FRAMED WALLS, FLOOR AND ROOF/ CEILINGS COMPRISING REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. R1001 - R1006 Chimneys and Fireplaces ELEMENTS OF THE BUILODING ENVELOPE, A VAPOR RETARDER SHALL BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION All installations of chimneys and fireplace to adhere to the SECTION Ft405.2.2 -VAPOR RETARDER following sections of Chapter 10 of Residential Building Code of New York A 6-MIL-THICK POLYETHYLENE MOISTURE BARRIER SHALL BE WATER CLOSET State including but not limited to: APPLIED OVER THE POROUS LAYER WITH THE BASEMENT FLOOR OR BIDET CONSTRUCTED OVER THE POLYETHYLENE. 15IN / A' 15IN WALL WALL R1001 : Masonry Fireplaces R1004: Factory-Built Fireplaces IF R1002: Masonry Heaters R1005: Factory-Built Chimneys SECTION R4o6.1 - CONCRETE AND MASONRY FOUNDATION DAMPROOFING. R1003: Masonry Chimneys R1006: Exterior Air Supply EXCEPT WHERE REQUIRED TO BE WATERPROOFED BY R406.2, FOUNDATION WALLS O 30IN. THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACES LOCATED BELOW Tub GRADE SHALL BE DAMPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED _f_( GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8" PORTLAND CEMENT T2CLEARANCE 11N.' 211N 30IN.PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE 21 IN CLEARANCE WALL MIN. R402.4.2 FIREPLACES. NEW WOOD-BURNING SECTION R403.6 MECHANICAL VENTILATION DAMPROOFED WITH A BITUMINOUS COATING, 3 POUNDS PER SQUARE YARD OF ACRYLIC CLEARANCE FIREPLACES THAT ARE DESIGNED TO ALLOW AN (MANDATORY). THE BUILDING SHALL BE PROVIDED MODIFIED CEMENT, 1/8" COAT OF SURFACE-BONDING MORTAR COMPLYING WITH ASTM OPEN BURN AND NEW WOOD-BURNING FIREPLACE WITH VENTILATION THAT MEETS THE REQUIREMENTS C 887 OR ANY MATERIAL PERMITTED FOR WATERPROOFING IN §R406.2. CONCRETE TUB UNITS THAT ARE DESIGNED TO ALLOW AN OPEN OF THE THE 2020 NYS RESIDENTIAL CODE OR WALLS SHALL BE DAMPROOFED BY APPLYING ANY ONE OF THE ABOVE LISTED 24 IN,CLEARANCEIN BURN SHALL HAVE TIGHT-FITTING FLUE DAMPERS OR WITH OTHER APPROVED MEANS OF VENTILATION. FRONT OF OPENING TIGHT-FITTING DOORS. TIGHT-FITTING DOORS USED OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE DAMPROOFING MATERIRALS OR ANY ONE OF THE WATERPROOFING MATERIALS LISTED IN SHOWER ON A FACTORY-BUILT FIREPLACE LISTED AND AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE R406.2 TO THE EXTERIOR OF THE WALL. WALL LABELED IN ACCORDANCE WITH UL 127 OR ON A WHEN THE VENTILATION SYSTEM IS NOT OPERATING. FACTORY-BUILT FIREPLACE UNIT LISTED AND LABELED IN ACCORDANCE WITH UL 127 SHALL BE R 307. 1 MINIMUM FIXTURE CLEARANCES TESTED AND LISTED FOR SUCH FIREPLACE OR FIREPLACE UNIT. TIGHT-FITTING DOORS USED ON A MASONRY FIREPLACE SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 907. 4" ROOF NEW WOOD-BURNING FIREPLACES THAT ARE DESIGNED TO ALLOW AN OPEN BURN AND NEW WOOD-BURNING VENT Jli FIREPLACE UNITS THAT ARE DESIGNED TO ALLOW AN OPEN BURN SHALL BE PROVIDED WITH A SOURCE ATTIC SPACE OF OUTDOOR COMBUSTION AIR AS REQUIRED BY THE FIREPLACE CONSTRUCTION PROVISIONS OF THE 2020 INTERNATIONAL BUILDING CODE (AS AMENDED), THE BATH 2020 NEW YORK RESIDENTIAL CODES, AS RELOCATED APPLICABLE. 2 3» 2 LAV I 4" ROOF 4„ WC J�VENT TUB SECOND FLOOR L-,J I 2" 3" 2" CO 3" BATH M. BATH RELOCATED _ KITCHEN - -7 - I RENOVATED RENOVATED 2„ 3„ ( � 4" 2" 2'1 I3 4 4„ LAV SINK V) DW LAVS I2„ WC WC TU B FIRST FLOOR HWR 12-18-24 AS BUILT DRAWINGS T.M.M. 2" 3„ 2„ 2" 2» 3„ 2" CO 1 I CO 3„ I CO 2-18-24 ISSUED FOR BUILDING PERMIT T.M.M. 3� 2-4-24 ISSUED FOR PRELIMINARY BID T.M.M. 2„� 2„ CRAWL SPACE # ; DATE: LAUNDRY REVISION DESCRIPTION: BY: WA HER PUMP GAGLIANO RESIDENCE LFL O CONNECT TO EXISTING 535 BIRCH LANE CUTCHOGUE NY 11935 BSMT FLOOR J° SANITARY SYSTEM, NO '�, , •�.'� ' ° � ✓ ��, �k,�R JAMES DE LUCA ARCHITECT c f�k9,.�t INCREASE IN BEDROOM COUNT ; °� 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 CO I:E TEL: (631) 367-7011 PLUMBING RISER DIAGRAM =.�� �'',;� � DATE: PROJECT: DRAWN BY: Scale: rI . t. S. COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. THE DUPL ON, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR THESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: gagliona_proposed 1 28 24.dwg PLOT DATE: Sunday, December 22, 2024 / ...................._......................_.......... S . qp .............._..._._..._.__...... -- D CM � i \ S� I S— cfm I �...._................ ,... i \' I� EXISTING ELECTRIC TO REMAIN, 01111 I — ADD FIXTURES AS PER OWNER'S �_ I DIRECTION AT WALK—THROUGH, O' IV— INVOICE ADDITIONALLY ........................... .... ' — ; ........ . ..............................._.. -....._..........._.. ........... ....._ T L..................... ...__.... 1................_..... I \ Q SD i� .. 'I / - II_............... 1....__mil S-4 101 loo e / I A PEN PENQ WP ' C o I P ��I \ SD/CM1 / �W \ III I _(VADD Od- 1 cfm _ _dt1 _ _. �k SD H _T_ .......... i ................... II i ,.................................. �..---............. ................... FIRST FLOOR ELECTRICAL PLAN SECOND FLOOR ELECTRICAL PLAN SCALE: 1 /4"= 1 '-0" SCALE: 1 /4"= 1 '- 0" ELECTRICAL NOTES: ELECTRICAL FIXTURES LEGEND ® CEILING EXHAUST FAN (SEE PLANS FOR CFM RATING) — ELECTRICAL CONTRACTOR TO DO PRELIMINARY WALK—THROUGH — ALL HI—HATS TO BE 4" LED CANS, WHITE BAFFLES AND TRIM 100 CFM KITS FOR ALL OUTLET, SWITCH AND FIXTURE LOCATIONS PRIOR TO GARAGE DOOR OPENER INSTALLING ROUGH—IN BOXES W/ OWNER OR OWNER'S — PROVIDE WHOLE HOUSE SURGE PROTECTOR � DUPLEX OUTLET; GFI IN KITCHEN AND BATHROOMS; — BASEMENT TO HAVE SEPARATE 100 AMP SUB PANEL 48" ABOVE SLAB IN GARAGE. SD SMOKE DETECTOR: CARBON MONOXIDE REPRESENTATIVE (SD/CM) — PROVIDE CABLE AND PHONE JACK & USB OUTLET IN EACH -@F — ELECTRICAL CONTRACTOR TO DO WALK—THROUGH FOR ROUGH—IN 220V OUTLET FOR DRYER, PHON-0 PHONE LOCATION BOX LOCATION SIGN OFF W/ OWNER OR OWNER'S BEDROOM, OFFICE, LIVING SPACES, LAUNDRY ROOM, AND AS —g— PER PLAN. CABLE REPRESENTATIVE — PROVIDE 2Y2' CONDUITS OUT TO FRONT & REAR YARD FOR DECORA STYLE SWITCHES BY <LEVITON —� CABLE LOCATION — ELECTRICAL CONTRACTOR TO DO WALK—THROUGH FOR SWITCH "DIM" DENOTES DIMMER FUTURE LIGHTING CONTROLS PRIOR TO RUNNING SWITCH LEGS W/ OWNER OR 11 31, DENOTES 3 WAY SWITCH LOW VOLTAGE (PIN SPOT) ' — PROVIDE TIMER SWITCH IN BASEMENT FOR LANDSCAPE LIGHTING «4" DENOTES 4 WAY SWITCH OWNERS REPRESENTATIVE — PROVIDE WALL OUTLETS TO CODE: COORDINATE WITH INTERIOR O CEILING FAN LOCATION — ELECTRICAL CONTRACTOR TO VERIFY ALL LOCATIONS FOR USB DESIGN HEIGHT AND ORIENTATION ABOVE FINISHED FLOOR (IE: vr�uon HI—HAT OWNER TO SELECT, WATTAGE AND MANUFACTURER CHARGING OUTLET LOCATIONS WITH OWNER PRIOR TO ROUGH—IN IN BASEBOARD OR ABOVE, HORZ/VERT) FLOOR DUPLEX OUTLET W/ OWNER OR OWNER'S REPRESENTATIVE — PROVIDE LIFT MOTORS AT ALL HANGING FIXTURES IN CATHEDRAL � WALL SCONCE : OWNER TO SELECT MANUFACTURER — OUTLETS NOT TO BE INSTALLED TO INTERFERE WITH EXTERIOR SPOT LIGHT LOCATION CEILINGS BACKSPLASH TILE WORK OR VANITY MIRROR LOCATIONS. VERIFY HANGING FIXTURE OWNER TO SELECT MANUFACTURER - PROVIDE IN BID To INSTALL ALL OWNER PROVIDED FIXTURES, HF FLOURESENT FIXTURE ALL LOCATIONS AT WALK—THROUGH FANS, SCONCES, ETC. i+ EXTERIOR WALL MOUNTED FIXTURE, FIXTURE TO BE — ALL SWITCHES TO BE LUTRON AND LUTRON MAESTRO DIMMERS. WATERPROOF, OWNER TO SELECT MANUFACTURER NOTE: OWNER TO VERIFY WITH ELECTRICAL CONTRACTOR WHICH LEGS SMOKE DETECTING ALARM DEVICES SHALL BE PROVIDED OF 3 & 4—WAY SWITCHES TO BE ON DIMMERS. 13 SURFACE MOUNTED FIXTURE; OWNER TO SELECT OUTSIDE EACH SLEEPING AREA, IN EACH SLEEPING ROOM AND SM MANUFACTURER ON EACH FLOOR LEVEL (SHOWN ON PLANS AS SD) AS PER STATE CODE R:317/ AJ102.3 12-18-24 AS BUILT DRAWINGS T.M.M. 2-18-24 ISSUED FOR BUILDING PERMIT T.M.M. 2-4-24 ISSUED FOR PRELIMINARY BID T.M.M. # ; fl DATE: REVISION DESCRIPTION: BY: GAGLIANO RESIDENCE 535 BIRCH LANE CUTCHOGUE NY 11935 ;q JAMES DE LUCA ARCHITECT 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 6)1(63 TEL. 3 7 7011 t' � a DATE: PROJECT: DRAWN BY: I LA COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. i&UE DUPLIC N, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR US ESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: gagliono_proposed 1 28 24.dwg PLOT DATE: Sunday, December 22, 2024 Ie 5'-8" 5-8" 12" SONO TUBE PIER S3 I 12" SONO TUBE PIER S3 NG W/ 4x4 POST F-T— AND FOOTING POST SEATS AND— — I I I I I I I AOTICB44 POST SEATS — - - 2x8 DJ, 16"OC — I I I I I I 2x8 DJ, 16"O — - 24'-6" W/ (2) 2x8 GIRDER o I I I I I I I W/ (2) 2x8 IRDER o N I N I EXISTING E k 0BE EXISTING URNER 0 BE o REPLACEDHI H REPLACED WITH HI HEFFICIENC` ED EFFICIENCY ED UNIT BY WEIL MCLAIN OR — I UNIT BY WEIL MCLAIN 0 EQUAL _ EQUAL _ _ I _ w EXISTING PORCH FRAMING TO I � CLO ET 0 — � — w EXISTING PORCH FRAMING TO j r REMAIN UNCHANGED - REMAIN UNCHANGED Utlllty Room — o I Utility Room LOCKABLE o 'I x I STOR. N M Basement Space Basement Space UP 2868 SD/CM 00 PROVIDE HEAT HEAT 00 N caI DETECTOR I DETECTOR 3068 PER CODE — a — -�p — I PER CODE 3,9,. 3,-5„ 3,-0„ Gym Storage Gym Storage wo lif o CK o W o LJi Cp Lei. (O Li J cfl I � 12c�o 1„ o o 6,-9„ o x x x x N N N N 1-1 Garage Garage 1868 CLOSET CW 14 EX. Crawl Sp. CW 14 PROVIIIE STACKING EX. Crawl Sp. I I RET. BLOCK UNITS TO 4 CREAT EGRESS WELL PROVIDE STACKING PROVIDE STACKING RET. E LOCK UNITS TO RET. E LOCK UNITS TO CREA EGRESS WELL CREATE EGRESS WELL 4' g„ 4, g„ A A S3 S3 17'-2" 17'-2" FOUNDATION PLAN BASEMENT PLAN Scale: 1 /4"= 1 '- 0" SCALE: 1 /4"= 1 '- 0" FOUNDATION NOTES: SECTION]R405.2.2 -MOISTURE BARRIER 1. EXCAVATE FOR ALL FOOTINGS, FOUNDATION WALLS, AND A 6-MIL--THICK POLYETHYLENE MOISTURE BARRIER SHALL BE SUCH OTHER WORK AS MAY BE NECESSARY TO THE APPLIED OVER THE POROUS LAYER WITH THE BASMENT FLOOR DEPTHS AS SHOWN ON THE DRAWINGS. ALL TRENCHES FOR CONSTRUCTED OVER THE POLYETHYLENE. FOOTINGS, FOUNDATIONS, ETC. SHALL HAVE LEVEL, SOLID AND UNDISTURBED BOTTOMS. SECTION 1R4o6.1 - CONCRETE AND MASONRY FOUNDATION DAMPROOFING. 2• FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN EXCEPT WHERE REQUIRED TO BE WATERPROOFED BY R406.2, FOUNDATION WALLS SOIL AT MINIMUM BEARING BEARING SOIL CAPACITY OF (1) THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACES LOCATED BELOW ONE TON PER SQUARE FOOT WITH A MINIMUM OF 4'-0" GRADE SHALL BE DAMPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED COVER. GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3 8" PORTLAND CEMENT 3. ALL CONCRETE SHALL BE 3,50 P.S.I. / 4. WHERE THE WALLS ARE POURED TO GRADE, AND WATER PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE PROOFED, THE CONTRACTOR SHALL BACKFILL AGAINST DAMPROOFED WITH A BITUMINOUS COATING, 3 POUNDS PER SQUARE YARD OF ACRYLIC THEM WITH CLEAN EARTH. CARE SHALL BE TAKEN TO MODIFIED CEMENT, 1/8" COAT OF SURFACE-BONDING MORTAR COMPLYING WITH ASTM BRACE AS REQUIRED TO PREVENT CAVE-INS. BACKFILL TO C 887 OR ANY MATERIAL PERMITTED FOR WATERPROOFING IN §R406.2. CONCRETE BE FREE OF WOOD, TRASH, ETC. WALLS SHALL BE DAMPROOFED BY APPLYING ANY ONE OF THE ABOVE LISTED 5. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS DAMPROOFING MATERIRALS OR ANY ONE OF THE WATERPROOFING MATERIALS LISTED IN BELOW GRADE (EXCEPT SLAB AREAS) SHALL BE WATER R406.2 TO THE EXTERIOR OF THE WALL. PROOFED WITH AN ARCHITECT APPROVED PRODUCT 6. ALL CONCRETE FOOTINGS TO BE PROVIDED WITH (3) #5 REINF 7. ALL WALLS TO BE REINFORCED WITH (2) #4 BAR @ TOP, MID ** NOTE ** HGT, AND BOT OF WALL & VERTICAL #4 BAR @ 32 OC R:302.13•- FIRE PROTECTION OF FLOORS 8. ALL CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR TJI FLOOR ASSEMBLIES SHALL BE PROTECTED WITH 1/2" GWE3 MEMBRANE ACROSS ENTIRE BASEMENT CONTENT (PERCENT BY VOLUME) SHALL NOT BE LESS CEILING OR ROCKWOOL INSULATION BATTING THAN 5 PERCENT OR MORE THAN 7 PERCENT 12-1H-24 AS BUILT DRAWINGS T.M.M. BETWEEN JTS 9. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE A.C.Q. LUMBER. 2-18-24 ISSUED FOR BUILDING PERMIT T.M.M. 2-4-24 ISSUED FOR PRELIMINARY BID T.M.M. STRUCTURE NOTES: # ; DATE: REVISION DESCRIPTION: BY: PROVIDE: FIREBLOCKING AS PER CODE R302.11 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND G A G L I A N O RESIDENCE POSTS ABOVE. PROVIDE: DRAFTSTOPPING IN FLOOR ASSEMBLIES AS REQUIRED R302 535 BIRCH LANE CUTCHOGUE NY 11935 DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND `��';� aL:.4, STAIRWELL OPENING. (PROVIDE TECO JOIST HANGERS _` ~., 2. S R STRUCTURAL COL'S THAT SUPPORT ANY HEADERS W I '� :A. J A M E S D E LUCA ARCHITECT q " 29 MAIN STREET COLD SPRING HARBOR NEW YORK ii724 LVL, GIRDERS, ETC. SHALL BE SUPPORTED DOWN TO THE y FOUNDATION, FTG'S AND OTHER STRUCTURAL GIRDERS �, .° •:a - T E L: (6 3 i) 3 6 7-2 o i i OR HEADERS AS NECESSARY �r 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS FROM PROJECT: DRAWN BY: SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY LL SECONDARY ROOF SYSTEMS, GARAGES OR COVERED PORCHES, ETC. COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. ION, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR USE OF THESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. L* FILE NAME: gagliano_.proposed 1 28 24.dwg PLOT DATE: Sunday, December 22, 2024 A S3 I (2) 1-3/4"x 9-1/4 LVL's HEADER (2) 1-3/4"y 9-1/4" LVL's HEADER - -�" N ` —- I I I --� t I ` i (2) 1-3/4"x:11-7/8" LVL's FLUSH READER 0 0 F- CO _j 00 .0 ; 8 K g A, C-) x 0 . ..... ........... ... ............ 2 C14 . ....... ....... .... 7.17 i I 1� _j x co X 0 L) 0 _j 00 C4 w (0 EX. CEILING cox "(0 v C11 FRAMING TO . ............. w OC) L C-4 REMAIN ........ ..... .. ..... ...... F1 LL THROUGHOUT Cn PORCH _j U- ROW OF DBL (UPSET 2) 1-3/4"x 9-1/4" IM I EXTEND WALL a 0 FRAMING UP BLOCKING LVL's HEADER, B.O.BM 44 11* -TO EXISTING RAFTERS EX. CLG. HGT. 5.5"x 16"[A.P.B. EX. VAULTED FLUSH T TOP OF ITS 0 In SPACE x R.O. BLKg REMOVE EXISjj G CEILIN JOISTS AND 10 C U RR's ON THIS EcQF RIDGE 0 Imo- w 00 ..... ....... ... .. to > uj x :7 0 >_j . ............. ..... 0 C EW -2 x8 _j L 0 L I-- I CLG JTS ............. . ..... ........ ..... .... .. ....... .............. Lj _j . z C) _j co I X , w : 0- 1 __ !� w 00 U) x U--j o C141 > 9 z 10 00 C14 16"OC C:) LL_ I >� -1 go x _j LL 04 04 04 C14 Ld co I C-fi _j 2_2�8 A In Lu 0 a . . 0 >� El INV CNI ---r----------I LLI I I L *4 Ih# p 0 C.) i II _j 0 00 CD x A Cq A S3 S3> II w II SECOND FLOOR FRAMING PLAN SECOND FLOOR FRAMING PLAN SCALE: 1 /4 1 -0 SCALE: 1 /4 - 1 - 0 TRUSS SIGN: PART 1265 TO TITLE 19 OF THE NYCRR 611 DIAMETER REFLECTIVE RED — REFLECTIVE WHITE PANTONE #187 ,-- DESIGNATION FOR STRUCTURAL COMPONENTS THAT THE CONSTRUCTION TYPE. ARE OF TRUSS TYPE DESIGNATION SHALL BE CONSTRUCTION "I", '1]", '111", "IV", OR "V" F Vol STRUCTURAL NOTES HEADER SCHEDULE ROOF FRAMING LEGEND TO INDICATE THE CONSTRUCTION CLASSIFICATION e2 STROKE 10. PLYWOOD SHEATHING AT FLOORS TO BE -'/,"APA RATED 48/24. ALL MATERIAL FOR WOOD FRAMING TO OF THE STRUCTURE UNDER 1. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED TO 5.THE STRUCTURAL WOOD FRAMING MEMBER SHALL BE STAMPED HAVE A MINIMUM FB OF 1000 PSI SECTION 602 OF THE BCNYS SUPPORT THE FOLLOWING LIVE LOADS AS REQUIRED BY THE NEW AND GRADED AS FOLLOWS: SLOPED ROOFS SHALL BE SHEATHED WITH 5/8" APA RATED 24/0 A. RAFTERS: YORK STATE RESIDENTIAL BUILDING CODE AND REGULATIONS: RAFTERS & JOISTS: DOUGLAS FIR N0.2 OR HEM FIR NO. 2 EXTERIOR GRADE AND WALLS WITH %" NOMINAL LUMBER SIZE SPANS 2" X 109' RR, @ 16" O.C. LIVE LOADS: DEAD LOADS: STUDS: DOUGLAS FIR NO. 2 OR HEM FIR NO. 2 11. FLITCH BEAMS SHALL BE CONSTRUCTED OF CONTINUOUS FULL (2) 2X6 UP TO 4'0 STICKER TO BE AFFIXED TO ELECTRICAL BOX ON Pf FLOOR FRAMING, INCLUDING THE EXTERIOR OF THE STRUCTURE INDICATING "F GIRDERS AND BEAMS SLOPED ROOFS 20 PSF ROOF AND CEILING 15 PSF LENGTH STEEL PLATES BOLTED TO WOOD MEMBERS WITH Y2" DIA., (2) 2X8 4'0 6'0" B. RAFTERS: THAT TRUSS TYPE, PRE-ENGINEERED WOOD OR "R11 ROOF FRAMING TERRACE/FLAT ROOF 60 PSF EXTERIOR WALLS 15 PSF 6.LVL'S AND TJI'S SHALL BE AS MANUFACTURED BY TRUSS JOIST BOLTS 24" O.C. STAGGERED. (2) 2X1 0 6'0 8'0" 299 X 899 RR, @ 1699 O.C. TIMBER CONSTRUCTION HAS BEEN USED FLOORS 40 PSF INTERIOR WALLS 10 PSF MAC MILLIAN CORP. LVL MEMBERS TO BE 1 3/4" X WIDTHS OR "FR" FLOOR AND ROOF FRAMING SOLID PSL MEMBERS OF THE SAME SIZE. PROVIDE TJI BLOCKING 12. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ELEVATIONS. (2) 2X12 8'0"—10'0 2.CONCRETE SHALL BE NORMAL WEIGHT WITH A MINIMUM BETWEEN JOISTS OVER ALL INTERIOR BEARING WALLS AND DO NOT SCALE THESE DRAWINGS. NOTIFY ARCHITECT OF ANY C. RAFTERS: COMPRESSIVE STRENGTH OF 350D PSI IN DROPPED BEAM SUPPORTS. DISCREPANCIES BETWEEN DRAWINGS. *NOTE: ALL SIZES CALLED OUT ON ANY OF THE 2" X 6`9 RR, @ 16" O.C. 28 DAYS. 7.PROVIDE TWO STUDS EACH END OF ALL BEAMS UNLESS NOTED 13. PROVIDE SOLID BLOCKING BENEATH ALL BUILT UP POSTS. FOLLOWING DRAWINGS WILL SUPERCEDE THIS 3.ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED INORGANIC OTHERWISE. SCHEDULE. SOIL AT HAVING AN ALLOWABLE BEARING OF 2500 PSF. 14. PROVIDE 2" CLEARANCE FROM WOOD FRAMING TO MASONRY 12-18-24 AS BUILT DRAWINGS T.M.M. &STRUCTURAL WOOD FRAMING USED IN EXTERIOR APPLICATIONS OR FIREPLACES. RIDGE BEAMS, HIPS, VALLEYS:4.EXTERIOR FOOTING2-18-24 ISSUED FOR BUILDING PERMIT T.M.M. SHALL BE AT LEAST 3'-0" BELOW GRADE OR IN CONTACT WITH MASONRY OR CONCRETE SHALL BE CCA 1 3 ON ROCK. PLACE FOOTING ON INORGANIC UNDISTURBED SOIL OR PRESSURE TREATED LUMBER. 15. ALL STEEL BEAMS AND FLITCH PL'S TO BE ASTM A36 STEEL. /499 X 11 7/899 MICRO LAMS, U.N.O. 2-4-24 ISSUED FOR PRELIMINARY BID T.M.M. SOLID ROCK WITH A MINIMUM BEARING CAPACITY OF 2500 PSF. PROVIDE VENTING AT ALL RIDGES STEP FOOTING 1' VERTICAL ON 2' HORIZONTAL. 9.PROVIDE PREFABRICATED GALVANIZED STEEL HANGERS AT ALL 16. PROVIDE 11, +/— NON SHRINK GROUT BELOW ALL BEARING AND # : 1, DATE: A REVISION DESCRIPTION: BY: FLUSH FRAMED MEMBERS. HANGERS SHALL BE THE BASE PLATES. APPROPRIATE SIZE FOR THE SUPPORTED MEMBER WITH THE SPECIFIED NUMBER OF FASTENERS. G A G L I A N O RESIDENCE 535 BIRCH LANE CUTCHOGUE NY 11935 NOTE: DAMES DE LUCA ARCHITECT NOTE: AS PER PART 1265 TO TITLE 19 OF FRAMING PLANS TO BE USED AS A THE NEW YORK CODES, RULES AND DIAGRAM, CONTRACTOR TO FIELD VERIFY MAIN STREET COLD SPRING HARBOR NEW YORK 11724 29 REGULATIONS (NYCRR) THE SIGN AND kt ALL BEAM AND HEADER LENGHTS PRIOR TEL: (631) 367-7011 SYMBOL NOTIFYING LOCAL CODE ENFORCMENT ol TO ORDERING. FIELD, FLOOR PLAN AGAENIES THE PRE—ENGINEERED WOOD DIMENSIONS AND LAYOUTS SUPERCEDE DATE: PROJECT: DRAWN BY: FRAMING PLANS CONSTRUCTION IS USED IN A RESIDENTIAL STRUCTURE, MUST BE PLACED TO EXTERIOR OF STRUCTURE COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. THE�DCATION, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION TION OR USE OF THESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: 9agliano—proposed 1 28 24.dwg PLOT DATE: Sunday, December 22, 2024 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A SECTION OF EXISTING ROOF RAFTERS TO BE PROPOSED OVERFRAME GABLE, REMOVE ANY/ ALL COMBUSTIBLE REMOVED MATERIALS PRIOR TO FRAMING N 7 .................. . ..... ..... ..... ...... ..... ......... 2x6 CT T EXTEND WALL FRAMING @ 48"OC PROPOSED OVERFRAME GABLE, UP TO EXISTING 44 4*1 *4 REMOVE ANY/ ALL RAFTERS - - - - - - - - - - (2) UPSET COMBUSTIBLE MATERIALS PRIOR - - - - - - — TO FRAMING — — — — —I'T 12" LVL'S u- IT C14 C'4 0 I.: O� z z EXI C-4 STING RR TO 0 &!/ V 0� O� REMAIN D C14 C; C-4 Co I T 0 1. 1 1 0 i 4: Lu 200 C5 x 2 00 'ir M'x (3 -00 uj \---- NEW 2x8 CJ x 2(o 00 CS u- \-- EXISTING CJ TO x LLJ < C-4 x r(o Co cr_ W m: .......... A: 104 104 a�01) _7j 104 (L REMAIN R:38 BATT 01 0 -_j .0 C Ld ui 2"AO" R.R. LL- >�to w 0 j EXISTING EXT. x ir LLj _j V) x (n WALL TO REMAIN w A 0 16" O.C. w cn uj @ -01 NEW 2x4 FRAMED _T------ -------1 � f-------------- 0 0 INTERIOR PARTITION W v x NEW WINDOW 0 Lu w SLOPE 12:12 SOUND BATT INSUL.: UNIT I 11 i _00 .... ......... Bedroom Bedroom POST , 8 RIDGE1 RE 4- lo R:15 MOVED LOW -- ------ --- V L------ KNEE WALL ALIGN R:19 EXISTING RIDGE TO REMAIN - - - - - - - - BOGE-5 - - - EXISTING RIDGE ADD SOUND BATT INSUL.'\ ADD SOUND BATT INSUL.CV 7 - -- - - - - - -- - - - - - - - - - - - - - - - - — - — - — TO REMAIN EX. FLOOR STRUCTURE EX. FLOOR STRUCTURE ROOF Wi I *4 1q* (D ADD DOUBLE ADD DOUBLE CRICKET 01 1 RC ROW OF SOLID BLDKING CK BLOCKING ii ' F97 ®)70" R.R._ 16" 0.C. 04 xi 0" O.C_ A itchen er 16" . . CC) F————— SLOPE 12:12 ix C 00 F, h;co Den Space 04 0 2*00*.. R.R. 11 L------------------------- xH -- ----------------------- Cn 6 16" 0.1. 1 OPTIONAL w C14 7w] 0 x w I I SLOPE 12:12 C5 a_ �I "I I It— I too-,- C')I I . I. . I >� a SHED DORMER, 6�-p (n 12 J_ W PROVIDE PRICING AND EX. FLOOR STRUCTURE EX. FLOOR STRUC RE 0 2"A R.R.-';— 01 n-r- WITH OWNER COORDINATE L L INCLUSION TO L EXISTING STL BM DOUBLE UP FLR JTS UNDER w SCOPE C&I TO REMAIN ISLAND LOCATION I - EXISTING FDN - ----------- 2"A 0" R.R. a 0 C-4 WALL TO REMAIN I I r , 00 0 16" O.C. A�� I x 10 LLJ 0 EXISTING SLAB Basement .00 0 C%4 0- 0 TO REMAIN X SLOPE 12:12 Fr . -i (n _q_ 04 x EXISTING GRADING TO REMAIN o A ,I- x 2"x8" R.R. 2"x8" R.R. 6- ;� -1, -1 < 0 16" O.C. ® 1 6" O.C. S3 "xe-R.R. x 2"x PROVIDE STACKING 0 x x 0 01 _ w 1 2"x R.R.RA 0 le', C. o i O.C. RET. BLOCK UNITS TO < > > CREATE EGRESS WELL, SLO 1 6" GRAVEL SLOPE 6-1/2:12 SLOPE 6-1/2:12 SLOPE I iL2:1 SLP VERIFY AND 2 12:12 BASE @ 8" SET ON 6" RCA - - - - - MATCH EX. BELOW SILL LEVELING PAD PITCH HGT. BUILDING SECTION S3 Scale: 1 /4"= 1 '- 0" ROOF FRAMING PLAN SCALE: 1 /4"= 1 Y- 0)) STRUCTURAL NOTES HEADER SCHEDULE ROOF FRAMING LEGEND 1. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED TO 5.THE STRUCTURAL WOOD FRAMING MEMBER SHALL BE STAMPED 10. PLYWOOD SHEATHING AT FLOORS TO BE 'W'APA RATED 48/24. ALL MATERIAL FOR WOOD FRAMING TO SUPPORT THE FOLLOWING LIVE LOADS AS REQUIRED BY THE NEW AND GRADED AS FOLLOWS: SLOPED ROOFS SHALL BE SHEATHED WITH 5/8" APA RATED 24/0 HAVE A MINIMUM FB OF 1000 PSI A RAFTERS: YORK STATE RESIDENTIAL BUILDING CODE AND REGULATIONS: RAFTERS & JOISTS: DOUGLAS FIR NO.2 OR HEM FIR NO. 2 EXTERIOR GRADE AND WALLS WITH 1/2" NOMINAL LUMBER SIZE SPANS 2" X 10" RR, @ 1699 O.C. LIVE LOADS: DEAD LOADS: STUDS: DOUGLAS FIR NO. 2 OR HEM FIR NO. 2 11. FLITCH BEAMS SHALL BE CONSTRUCTED OF CONTINUOUS FULL (2) 2X6 UP TO 4'0" SLOPED ROOFS 20 PSF ROOF AND CEILING 15 PSF LENGTH STEEL PLATES BOLTED TO WOOD MEMBERS WITH 1h" DIA., (2) 2X8 4'0 6'0" B. RAFTERS: TERRACE/FLAT ROOF 60 PSF EXTERIOR WALLS 15 PSF 6.LVL'S AND TJI'S SHALL BE AS MANUFACTURED BY TRUSS JOIST BOLTS 24" O.C. STAGGERED. (2) 2X10 6'0 8'0" 2" X 8" RR, @ 16 O.C. FLOORS 40 PSF INTERIOR WALLS 10 PSF MAC MILLIAN CORP. LVL MEMBERS TO BE 1 3/4" X WIDTHS OR SOLID PSL MEMBERS OF THE SAME SIZE. PROVIDE TJI BLOCKING 12. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ELEVATIONS. (2) 2X12 8'0"-10'0 2.CONCRETE SHALL BE NORMAL WEIGHT WITH A MINIMUM BETWEEN JOISTS OVER ALL INTERIOR BEARING WALLS AND DO NOT SCALE THESE DRAWINGS. NOTIFY ARCHITECT OF ANY C. RAFTERS: COMPRESSIVE STRENGTH OF 3500 PSI IN DROPPED BEAM SUPPORTS. DISCREPANCIES BETWEEN DRAWINGS. *NOTE: ALL SIZES CALLED OUT ON ANY OF THE 28 DAYS. 7.PROVIDE TWO STUDS EACH END OF ALL BEAMS UNLESS NOTED 13. PROVIDE SOLID BLOCKING BENEATH ALL BUILT UP POSTS. FOLLOWING DRAWINGS WILL SUPERCEDE THIS 2 X 6 R R, @ 16 0.C. 7)5-.­ALIC6WM�JACD3R_LTU &ffiUI1DqH9IW0I@AD INORGANIC OTHERWISE. SCHEDULE. _Al�bh AbF iAXIP��.b�b)TWIqAttNftlfo'POO PSF. 14. PROVIDE 2" CLEARANCE FROM WOOD FRAMING TO MASONRY 12-18-24 AS BUILT DRAWINGS T.M.M. &STRUCTURAL WOOD FRAMING USED IN EXTERIOR APPLICATIONS OR FIREPLACES. RIDGE BEAMS, HIPS, VALLEYS: CQ%fNfRDF Wf1WMTALP'EP)P &Wr 3'-0" BELOW GRADE OR IN CONTACT WITH MASONRY OR CONCRETE SHALL BE CCA 3 2-18-24 ISSUED FOR BUILDING PERMIT T.M.M. TCDN3OLIDING-91ERARFTMEaTIRRC@RcTL(NDC.10RBED SOIL OR PRESSURE TREATED LUMBER. 15. ALL STEEL BEAMS AND FLITCH PL'S TO BE ASTM A36 STEEL. /499 X 11 7/8" MICRO LAMS, U.N.O. 2-4-24 ISSUED FOR PRELIMINARY BID T.M.M. SOLID ROCK WITH A MINIMUM BEARING CAPACITY OF 2500 PSF. PROVIDE VENTING AT ALL RIDGES STEP FOOTING 1' VERTICAL ON 2' HORIZONTAL. 9.PROVIDE PREFABRICATED GALVANIZED STEEL HANGERS AT ALL 16. PROVIDE 1" +/- NON SHRINK GROUT BELOW ALL BEARING AND # : DATE REVISION DESCRIPTION: BY: FLUSH FRAMED MEMBERS. HANGERS SHALL BE THE BASE PLATES. 'A APPROPRIATE SIZE FOR THE SUPPORTED MEMBER WITH THE SPECIFIED NUMBER OF FASTENERS. ------ G A G L I A N O RESIDENCE 535 BIRCH LANE CUTCHOGUE NY 11935 9P e" NOTE: NOTE: AS PER PART 1265 TO TITLE 19 OF ' FRAMING PLANS TO BE USED AS A THE NEW YORK CODES, RULES AND J A M E S DE LUCA ARCHITECT DIAGRAM, CONTRACTOR TO FIELD VERIFY 29 MAIN STREET COLD SPRING HARBOR NEW YORK ALL BEAM AND HEADER LENGHTS PRIOR REGULATIONS (NYCRR) THE SIGN AND 0 11724 TEL: (631) 367-7011 SYMBOL NOTIFYING LOCAL CODE ENFORCMENT TO ORDERING. FIELD, FLOOR PLAN AGAENIES THE PRE—ENGINEERED WOOD DATE: PROJECT: N BY: DIMENSIONS AND LAYOUTS SUPERCEDE CONSTRUCTION IS USED IN A RESIDENTIAL FRAMING PLANS STRUCTURE, MUST BE PLACED TO EXTERIOR 61) OF STRUCTURE COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. TION REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR USE OF THESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: gogliono—proposed 1 28 24.dwg PLOT DATE: Sunday, December 22, 2024 _,.__...__.._-,_-..___�,..,___._.___.____.,_.___._ __,_-,_.....-___._....__...._ _.__.._..__„_-,,,_.- ... ..._•,._.... ____.__. _,-... ..,_,-_.,.__,__._.__,-.-.,_._ --.. 1 --- Table A-3.4 Uplift Strap Connection Requirements(Roof-to-Wail, Exposure B Table 3.10 Roof Sheathing Attachment Requirements for Wind [� RIDGE TEI�TSIQN STRAP :`.�ZX4'Qontlnumv& ; t•. ' ' Table3.1 Nailing Schedule �! Ex ®sure B I.STA-18 T-TSE -8D NAILS teralibrass' tQ'1ao. j ; Wall-to-Wall,and Wall-to-Foundation) Loads "~a.r Truss ortraUing.Jol$t IN EACH END AT EACH "2=16t�GOMP40N - • Numberof Numberof (Prescriptive Alternative to Table 3.4) .. ROOF.RAFTER, REFER s v - ` Gable End;Tru�. I TO TABLE 3.4 FOR# OF �'� O•G• :: ,` Z-10d_Nallsl-: i Joint Description Common Nails Box Nails Naii Sp" acing Dead Load Assumptions:Roof/Ceiling Assembly DL=15 psf 700-yr.Wind Speed 3-second gust imph) 110 115 120 130 140 150 160 170 180 195 NAILS ItEQLJIRED �2 � vr ` '� '. T ' " I. . �F�. :ROOFFRAMING_':. ... ::;, :r::i,'.'. - :.'`';._.,' . :,:, . . 700-yr.Wind Speed ,PRWI i rZD ' . r Rafter to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per rafter 110 11S 220 130 140 ISO 160 170 180 195 SYR CTURAL SHEATHIN i 3 second gust(mph) ;)' r�� Ceiling Joist to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3AA) per joist E FIE F E F E F E F E F E F E F E F E F HOLD DOI^U'I(EA.5ICO 0-Et. Nails • I CeilingJoist to Parallel Rafter Face-nailed ) ( ) p Framing Spacing in. Roof Span Number of d Common Nails or 10d Box Nails Rafter ruse • j� ( ) (see Table 3.9A see Table 3.9A each la fig p g( ) 34 /1 :t ` CeilingJoist Laps over Partitions(Face-nailed) (ft.) in Each E d of 1-i/4"x 20 gage Strap t Framing Rafter ' . . ' r i p ( ) (see Table 3.9A) (see Table 3.9A) each lap g Rafter/Truss Sheathing Location Maximum Nail Spa fig for 8 Common Nails or 1)d Box Nails(inches o.c.)i ` Collar Tie to Rafter(Face-nailed) (see Table 3.6) (see Table 3.6) per tie u 1 1 1 2 2 2 2 3 3 4 Specific Spacing(in.) Blocking to Rafter(Toe-nailed) 2-8d 2-10d each end 16 1 1 1 2 2 2 3 3 4 4 Gravity,G $d Cooter:AEd(in.'st 10^os1.; • - 1' S-Y`. Y'.,;'t z:"+:a' <,.•i• !'£.yx` z S`+5`:-',,w ;'"''` -.q- ."Y1C,+,'"°�,".�` .,°,, y� ��. 'I,' . '� 4sc Z�.Ar i ER 11'' !! Rim Board to Rafter(End-nailed) 2-16d 3 16d each end i Y6, 2`';,, = :'3..•-:f,,, - ;> 12 6 22 6 12 6 12 fi 12 6 12 6 12 E 12 12 2°x4- look irallodto sash 11 t y. 6 6 12 6 e . i t'' I-z, e% , 5'a ce 6`.::;." 1 :2` a bra milth'4- d e :, ::4 «. 6 r1:1_ '. "t2` '"2 3,z.,i., 3,,.'„ +i' i6 12 6 12 1 Zb .RBII 6 1 6 12 12 6 12 , WALL FRAMING, z':.:., 3:4`,'.:N' E 12 6 12 6 12 6 2 0.49 I .-�' d;s' `.i 19.2 1 2 ,.:: I 4'^;' .x'' 6 12'2 6 E 2 8-' 1 6 12 6 12 12 "B rd' Top Plate to Top Plate (face-nailed) 2-26d 2-16d per foot 24 6 12 " I To Plates at Intersections Face nailed 4-16d 5 16d 32 1 2 2 2 3 4 4 5 6 7 Interior Zone 6 12 6 2 6 12 6 1 6 22 E 12 6 12 6 12 6 12 • : ? i p ( } joints-each side 32 6 2 6 12 6 12 6 12 6 12 12 6 12 6 22 6 6 2z ( 6d Cooler Nsits Ht'7'•O a. ' • ' ZtJ tfr?6o Ofmi 36 2 2 2 3 3 4 5 6 7 8 TYPICAL CORNER ., Stud to Stud (Face-nailed} 2-16d 2-lbd 24"o.C. 1 Prescriptive limits are based on assumptions in Table 3.4. 0.42 26 6 1 6 12 12 6 12 6 12 6 2 E 12 6 22 12 6 22 - ;' ;iD-Bd Nails{ Header to Header(Face-nailed) 16d 16d 16"o.c.along edges P .' .' 2 Tabulated uplift connection requirements assume a roof and ceiling assembly dead load of 9 psf(0.60 x 15 psf-9 psf). if a ceiling assembly 19.2 6 1 6 12 6 12 6 12 6 12 6 E 12 6 12 12 6 12 T'E"-1/�/►u• 1 !`-ter• OETAII IL j '' i Top or Bottom Plate to Stud (End-nailed) (see Table 3.5A) (see Table 3.5A) per stud is not present or if the ceiling assembly Is not connected to the roof assembly,the tabulated number of nails shall be increased by 1 nail at 24 6 12 6 12 6 12 6 12 6 12 6 12 12 6 6 6 6 6 RIDGE T3EAM �j(NZ,NM . . . . . endwall Studm, i z , each end of the strap. 12 6 12 1 6 12 6 12 6 12 6 12 12 6 6 6 6 6 6 !I . 1 Bottom Pate to Floor joist,Bandjoist,Endjoist 2-16d 2-16d per foot 16 6 12 6 2 6 12 6 12 6 12 6 6 6 6 6 6 6 6 ' • . or Blocking(Face nailed) 3 Minimum ASTM A653 Grade 33 steel strap. 0'49 29.2 6 12 6 12 6 12 6 12 6 6 6 6 E 6 6 6 6 6 4 4 RIDGE �TENSION S'TRE-P DETAIL • 'i " '. . ' i t „ .: FLDOR FRAMING''.:,: ;; 4 connections,use a roof pan equal to twice the jack rafter length.T j k rafter length includes the overhang length perimeter g Zone ' ` ' .• <, ...: :_... „' "'<; and t j span. CL- ,g - For jack rafter uplift ns u fs ua e'ache jack en an len h "<:: Ede 24 6 12 6 2 6 6 6 6 6 6 6 6 6 4 4 4 4 4 ! ., i : r,<-"':- he acks a 12 6 12 1 6 12 fi 12 6 6 6 6 6 6 6 6 fi 6 �_��,�6 � i •• ` Joist to Snl,Top Plate or Girder(Toe-nailed) 4-Sd 4-loci per joist 16 6 22 6 12 6 12 6 6 6 6 6 6 6 6 4 4 4 4 z Bridging to Joist(Toe-nailed) 2-8d 2-1od each end Table 3.SA Top and Bottom Plate to Stud Lateral Connections O.a2 19.2 6 22 6 6 6 6 6 6 6 6 6 4 4 4 4 4 3 3 - ,: c_;:,_.•il��fl l" +TED . -F! Plit r�.Ba ;`rre r�Il�,;Itir��C��M�;•j�A�1�d1®11dW.. .. I Exposure ,';�,...j..: --- Blocking to Joist(Toe-nailed) 2-8d 2-10d each end for Wind Loads 24 6 6 6 6 6 6 4 4 4 4 4 4 4 4 3 3 3 3 _ ' HOt p DOWN( ►.51DFJ ._. 1 ., ! Blockingto Silt or To Plate(Toe-nailed) 3-16d 416d each block '' --•• •: Ledger Strip to Beam(Face-nailed) 3 16d 4-16d each joist (Prescriptive Alternative to Table 3.5) Gable Endwail Rake or 0.49 - 6 6 6 6 6 6 4 4 L.S►T1� 1�. 1�J" �.C: PF�v��E i, ? . Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist Rake Truss with n to 1' fi-lOd NAILS Gex") EACH END OF .' Rake Overhang 0.42 6 6 6 6 4 4 4 3 • 0 AW_+UR SOLT -\ Band Joist to Joist(End-nailed!) 3 16d 3-16d per Joist 700-yr•Wind Speed .-STRAP INTO STUD t 'I•YY ( ./ STIJ 1!1 f3EARiNCx " Band Joist to Sill or Top Plate(Toe nailed) 2-16d 3-26d per foot 110 115 120 130 140 1507 50 160 170 180 195 EACH STUDS PLATE ' ROOF SHEATHING . . SHEATHING (see 3.10) Y foni'1 ARD r 3-second gust(mph) , ' :, Stud - : Wood Structural Panels 8d 10d Sheathing Size Rafter/Truss Minimu Numb of 8d Common Nails Per Support i••"c- Ili CDX F' CrJl' .RIOR .. i Spacing Wall Height(ft) Required Number of 16 Commo Nails or 40d Box Nails per Stud to Plate Connect Spadr (in.) p • Diagonal Board sheathing , • SHEATHING TO BE i . 1"x6"or i"x8" 2-8d 2-10d per support (in.) lx6 or ix8 Sheathing it-29.2 2 2 2 2 2 2 2 2 2 2 I . : .. NAILED TO BOX NUM 1"x10"or wider 3-8d 3-10d per support 3 3 3 . • . • . . . ' CEILING SHEATHING, 1 or Larger Sheathing 8 2 2 2 2 2 2 2 2 8 g 12.19.2 3 3 3 3 3 3 3 - 10 2 2 2 2 2 2 3 . ..,.;.r,.^..,,.,,,,.•, -;.,.,,. E Nail spacing at panel e , w.., :1 i >„ ,.., .. ,.:, ' h 12'"I',",-` 2., 3': 2, z":, :2' 2' =2' 3:-.` 3- . Gypsum Wallboard Sd coolers coolers "f I «s''?.,..a :;'"- '' .i :' F Naii acin at Intermediate orts in the an t fi Id in. .yp 5d coo e s 7 edge/20 field ,,, x V, sp g supp p e e ( ) . '.r:, _ 11". n I IT P ;...., ,,,'... 4. a', 16 14,:,. :, .. ;.. ; ...,.r., e. .. , ..... .Y.u, '.v „S''WALL SHEATHING ` -" ; For . 1 Fo roof sheathing within 4 feet f h r''f%�' ee o the perimeter r- ere edge of the oof,including i r i c do 4f n u t f Ei'- 8 feet o each side a the roof P g e oo pea k,k the i ,:�2- :2''.�. `Z',.°r",°- 3 �:3: Q�•: P perimeter e s'. ,. a . Wood Structural Panels Sd loci see Table 3.11 '"`'•-�.. ( ) i8„ :,.:,2 2 a.2s M 3, 3 q� -.,q r zone attachment requirements shall be used. • 0 w CHM wu ____ , ' Structural Fiberboard Panels 2 For wind speeds greater than 130 mph,blocking is required which transfers shear load to two additional joists(3 Joists total). n1W �_` 1/2" li ga.gaiv. roofing nail - 3"edge/6"field 20 2 2 2 2 3 3 3 4 (0.120"xi-1/2"long x 7/16"head) 1 Prescriptive limits are based on assumptions in Table 3.5. - -� _ •• . .' i ( ( , `i�YPIGAL C.GIRNEF2 Table 3.11 Wall Sheathing and Cladding Attachment Expt'1'.sure - TIE-17GWN SEGTIQN DETAIL 6: i 25/32" 11 ga.gale. roofing nail - 3"edge/6"field 2 Tabulated framing loads and connection requirements shall be permitted to be multiplied by 0.92 far framing not located Requirements for Wind Loads It` ' • (0.120"xi-3/4"long x 3/8"head) within 8 feet of corners. ', • ..,.. SCAM (;'((al'IE _- . i i Gypsum Wallboard 5d coolers Sd coolers 7"edge/10"field . Table A-3.6 Ridge Tension Strap Connection Requirements for Exposure "(11-yr.Wind Speed 3 second gust(mph) 110 lie 120 13o rat) iso 160 170 190 19s Roof '� j! I ' Hardboard 8d 8d r ' (see Table 3.11) Wind Particleboard Panels 8d 8d (See manufacturer) STR CTURAL SHEATHING - " .. ♦�•f . (Prescriptive Alternative to Table 3.6) 2•-Ibd f✓VMMON Diagonal Board Sheathing E f E F E F E F f F E F E F E F E F E F r I "ilM Nv 'ID U A NAILS 0 6" O.G. 2)U HEADER OR Dead Load Assumptions:Roof/Ceiling DL=15 psf s FOR'FU!-L LEN�'i'N i BEAM i"x6"or 1"x8" 2-8d 2-loci per support Stud Spacing '• � ' Sheathing Location' 8 Maximum Nall Sp dng for 8 Common Nails or 10d lox Nails(inches,o,t.)r't . - . J 1"x10"or wider 3-8d 3 lOd per support 70o-yr,Wind Speed (inches,o.c.) :. ' . r. , FL 120 225 u0 130 Sao iso 260 170 180 195 Interior zone `•� 6 ss:Q- I OF STUD • FLOOR ;;:!;' ;;'%'>: :,';; '.,;F", `_:':. <:,:f; "- 3-secondgust(mph) 12 12 6 12 6 6 12 6 12 6 12 b 12 6 12 6 12 6 12 �L„STA 3 O G� i C. 'PROVIDE i I TRIiGTtIP,AI 16 6 2 6 12 12 6 12 6 12 6 12 b 12 6 12 6 12 6 12 � _ r ' Wood Structural Panels Roof Span , sa,s,ls,gr 24 6 22 6 6 12 6 12 6 12 5 12 6 12 6 6 6 6 6 6 6-1oc1 NAILS @ F..ACH END OF :j .• 1"or less 8d lOd 6"edge/12"field Roof Pitch _ Number of Sd Co on Nails r loci Box Nails in each end of 1-1/4 Strap __ Sip IrD S'1'IJD C Z'Yh (� ' F1FSEtLA55 rester than 1" lOd 16d 6"edge/12"field 12 6 12 2 6 12 6 12 6 12 6 12 6 1z 6 12 6 12 6 12 •a. EACH S1'>4 J7D►� •• ' 8 12 1 1 1 2 2 2 2 3 3 4 .- Diagonal Board Sheathing i6 2 1 2 2 2 3 3 4 4 5 Perimeter g Zone - , 1"x6"or i"x8" .. 2-8d 2-10d er sU on ill ;€"" »,,`' ':;``<" `<'g -, '.�;'' ? '. ." '" .:'"s • "^' 24 12 6 12 6 12 6 12 6 12 6 12 6 62 6 6 6 6 6 6 ED imp Ede $ P Pp ,20 2 :•2: 2 r i' iWL.v�itW ® �ry�A�� ,�.1 , . `'' END W/41.L 1"x10"or wider B- i .8d 3-10d per ,,-!. •r:' J1 support E ' 1 P PP D =: ",2 4r- a';' [ '' aOAR SNEATHINGorLAPSIDING 1 <, : 1. - 1• 2< 4 Nailing requirements are based on wall sheathing nailed 6inches on-center atthe anei ed e.Alternative nailin schedules shall "` -'> -° 'g G B P 8 g ,.,_ - .e ''`:. -.».�*.,....,.>.., - , ' a.� . ,a. .._..,..:.t Sheathing Size Rafter/Truss Spacing . 1 •r- a . be used where wall sheaf hin nailing Is reduced,For example,if wall sheathing is nailed 3 inches on-center at the panel edge t0 32 2 3 4 5 6 7 8 9 Minimum Nu ber of Sc Common Nails or 10d Box Nalls Per Support . E •s. OF FLOOR JOIST "=Pl ER g g p g P g (inches,o.c.) a obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shall be 36 3 3 4 5 6 6 7 8 - used to maintain the load path. u 1 1 1 1 2 2 2 2 3 3 1x6 or 2x8 Sheathing u-24 2 2 2 2 2 2 2 2 2 2 ,♦ 1:.' . r z When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to 16 1 1 2 2 2 3 3 4 3x10 or Largersheathing i2-za 3 3 3 3I _I 3 3 3 3 3 3 ..-•_,,,•.-•.-.-_-.:.......,.,:. ,. . . ®- :A, 1-16d nail nor font- 2U'M ','1'. ;2; i` 5: Z' '2,.:' 3 %:'; ,:' :,' r E - Nail spacing at panel edges(in.) ' 4:12 24, 2: '2-, -2".v ,2` 3:.:, "'" 5.: b`'+,,'_ . Table .2A 1 1 :`j'``'`: F Nails acin at intermediate su orts in the anel field in. , .3 Sill Plate to Foundation Connections Resisting P g PP P t ) a, 'i 1 g :.ss. ;i.. z ART * EXp®Sure is M N. BF NG ON . Shear Loads from Wind �.- .<, ,<.. .. ,,_�: K. 32 2 2 2 3 4 4 5 6 6 7 _FRAMING SURFACE NE ;;� .---(Prescriptive Alternative to Table 3.2) 36 2 z 3 3 a 5 s s 7 8 1 For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall be used. `-� :� :.«,:,_- 2 Tabulated nail spacing assumes sheathing attached to stud framing members with 0.425 G<0.49. .SiTI1D ABO�F BELO�r '�. <;^ ";'' ""'. 12 1 1 1 1 1 2 2 3 +r•r •,s :r��'t: r ' ,� 16 1 1 1 1 2 2 2 3 3 3 For exterior panel siding galvanized box nails shall be permitted to be substituted for common nails. -FLOOR Fyk.4.M rNts'• -- '"b"f ''4"^""'� ••• • ..+.., 'r ' 700-r.Wind S ed 3-second ust m h 110 115 120 130 140 350 160 170 180 195 - - -­ -- - - . ,. Bwidm Dimension _ M-�' '� r ;I 2. O„� it x ii�s h"♦,.,i' r . �,. DjJ 1 .`.... 2 L J�IIV?'' _ Anchor Bolt Foundation 8 :�`" .. " e' tta4 5:12 , .,.. , reni dr it - -- - -- -'- . Pe d u a to 51 N tuber o Bolts R uired in S111 Plate :-24"• '"1''.c" ": '-"r•. '2' � 'Y 'x`3 ,§,, • + y _ P eq 7 ' " ! ; Size Supporting ,I Z, , ..,,. ;., r._. ,'• ,• pP fig < . late its,..,. <.,, r2• 3 , . _,.. le - �. 2 .7 2 . 2 ,. .,:2., -,.,3> , ,.,3'•,, .;-3a s'4:' , - . . ,..a ,:, . . ,2• 2', 3, , 3, �'4.': +'$ 36 2 2 2 3 3 4 6 I 4', , :, 7 2a 2. 2 4 :.4--t a:: Q* �i �[ �1r()�� _ 24,,._, 3 3 :..3, �'; 4° F w: 12 1 1 1 1 1 1 2 2 2 2 5 5 6 ��Mi !tr 1�1i�1ViiO� fi1a 28 3 4 4 5 5 5 7 w.8. •16 1 1 1 1 2 2 2 2 3 3 ` V I I�M� N�t �`. _...,. bCALE. N TIS. 32 4 4 4 5 6 6 7 8 9 :20 „1, 4'" :-•s> a rc, w 3 �' r• a.,.'� '. , Roof&1 Floor - .. " °. + a^- 5 s; 4." ', W"'4 ',b ':a?, 36. -" `,; ll.Y 6:12 t' �. 2a; ;x`. .3 8 l 1 12;' i x _. :.• Q' OR WAL t„50 .,' '�:' S. 5 6. 2.,: ,8 ;5 1.� .`:11. di', s:a�4 32. 2 F2. 2 ,Z. �( Vertical rw. 6D 6 6 7 8 9 10 11 13 14 17 3 4 4 5 SHEATHING = 70 7 7 8 9 LO 12 13 15 17 20 36 2 2 2 2 3 3 4 4 5 6 .' , -' �w�" I=. i `�L; 80 7 8 9 30 12 13 5 17 19 22 12 . . ,1 1 1 1 2 2 2 2 itVzksecg o 20. a< 3 ,° - 4: 5 5;. 7;, 9" ;i 16 1 .LSTA 3 0 16 O : » *. t p 1. 1 2 2 2 2 2 3 .. " .C. PROVIDE 1 u ----- it :: f 24 iY 4 -y"« I �:'SP,:y r, 'Y' � y "C",, a�arr, y�,m, , , r,' .., a,<i ems, ., 6 ' ..: - < Y: :+'.,4;�, .'pa.`• <.9 20 +71 d✓ Giv. y is ', 1 i " s+ 6-loci NAILS CH END OF G pp ••-I • cow •. . 1' t� s a ;;', threadrA 7:12-12:12 24' •'1''- 32 5 5 6 7 8 9 10- 12 14 ��t """'S INrj 0 STUD TY,Q r sad HDU D TT 6 9 13 is • ,. 2Z "f. f8 r e t'' ��: •. r }(OfrCs Y Roof&2Floors _ - ..�;,; .< 0 4 ao 6 6 7 8 9 10 i 1 is v , EACH STUDa INSTALL BI✓- to ur1 g 32 2 µ2 •2" �2- 3" <,3.: n3- <>4; W 4 ;5° � `�", '� _ U.S.Patents s0 7 8 8 10 11 13 a 16 18 21 des 'Y r,;� - 6.112,495 and =,y,�11 11'";. , <," ;', s; 36 2 2 2 2 3 3 4 4 5 6 r' 'IWEEN MZTL) SILL AND TOP Puritus r `= "61 ' c 'f<' - 5,eJ79,130 �0'<.r". "'' `'$ :- <`B''. 0 11',. `13''...YS` '.1y. 19,. .,;;25," '2g-e-; (C'glaiie �fi.a sr ',. %;;-y; r, 1 Tabulated connection requirements shah be permitted to be mu up ed by 0.70 for framing not located within$feet of building QF FO Xn, 1:>ATIO1-T WAIrL i pin' ) 3 i" }i ,"f, ;: ? yZ-14 , 70 SQ.Y' .30; #y' i3;', <.15.Z<;, t . ;WHO°. .,'22'k "25„`> ;29• g 80 11" =12 33 15 37...- "x.20 ;23 €7S"' 8.'".' '.33:z;, corners. ;, �1'';f, �I` s3 ,�., A 28 5 6 6 7 8 1 11 12 16 2 Tabulated connection requirements are based on total uplift minus the roof assembly dead load of 6 sf(0.6 x 10 psf=6 psf). TERMI'1- SHIELD .._.-- :"' `' ,'%` '' '` ' "` '''°�'`� •a C' ' �' 1p:-.0. p rrrr, 2zg .'32 6 7 7 8 10 1 22 24 25 18 3 Tabulated connection requirements are based on a 12 inch ridge strap spacing,for different ridge strap spacing,multiply the tabulated •• OVEIR SILL SR-AT=R-R .:, w &tckis �,' ' `:M_"36 7 7 9 11 1214 JS 1720 values b the a ro riate multi lier below: . 'i,Roof&3 Floors 40 �' 8 10 12v 33 �15 27 � 19 22 Ridge Strap Spacing(in.) 22 16 19 2 24 48 i ' ''50 .iP' . " 33. '`35 `;17 19,,,' ;,;, L 2d`: 28 - Multiplier 1.00 1.33 1.60 2.00 4.00 I„ " f t;s. 60.< 1; .,12;; 1<3 ;15.:` ,,.20 -,2 ;95:;, ::`'28>,. - `,.. _ - / „-'-'.',"' ,- ;,:":' - ,' '.,",'` 4 When the tabulated number of nail re uir In " rtli» ,_. , IA_ ANCHOR BOLT 41' ,. 70 13, .14.,,, -,16 f7`; ' 13`I;,;26;% .'30 a '-33';'. ,,.3 7 s q ed each end of the strap is equal to 1 and the framing is attached in accordance with , C7 MIN. EMBEIaME�� Horizontal HDU Offset `'':80 "` •14' ' '•'ib'' ;'.'17. '26 23'_ t,26'� `•.3D:-'' "r�;."- :.JS`�. ,w�'44� Table 3.2,the ridge strap and additional nailing is not required. as » ii •,,,, Typical NDU Tie Vertical HDU 'F"'< 2_ W/ 3 x 3 BP WASHE7LZ Iq♦ . a Installation Anchorage required to resist lateral loads shall be determined in the f undatio design per Section 1.1A. 5 When a collar tie is used in lieu of a ridge strap,the number of 10d common nails required in each end of the Collar tie need not exceed 0 Between Floors Installation (Plan View) the tabulated number of 8d common nails in a steel strap,or the number of 12d box nails in each end of the collar tie need not exceed ' 2 3 OC wit See footnote 7. ■■ h tabulated number of d x i 1 r ' Table 3.26 Bottom Plate#ai Foundation Connections(Anchor Exposures 6 the 2 ed numb o 30 box nails in a steel strap. . . • 1- 4"20 a ridge errs shall be of ASTM A653 de 33 steel ore equivalent. I 1/ gap 8 p are q - ,-.--7•, Lateral and Shear Loads from Wind .,{,, -err`-+y^z- .i..H,.w •'�%r'r ,- Bolts Resisting, G12A7�E 4 h.•. �� ...n..-n= . 7 For jack rafter uplift connections,use a roof an equal to twice the jack rafter length.The jack rafter length Includes the overhang sr .: 3 r"v 4 f":r's'. `^kac.. r "<:.:.'x: •., s r:-,.,:. ,,,- I P span 4 1 g 1 8 8 w `s,,a. ,. I:A,inn,)on A.,' v�: i� .-,.,.,aijP( t( .r,,nl<AtluwalDlif'Teis(oa'.La:'d ' i' ;F`•Y". -,s:r iTI tilt: 13 an(J� . `-:1.: i<�� 1:. S" ,..lA:.:'�%A'.a:Y-:,::•.ti•1�'`s'; a FGn�r'&?s. P ri Alternative to Table 3.2 r, tt.. :. c's`r••resc rive .�-'` ,,;.•,.•.- �" '` ( ) and the' a :; u.o- e-s.".,,5. p - `'' +,r•T• 'lr:` ;;`r _,r,•,,,-.:.,,. .r,: "� 'p;`C:I'll .`:,r.;. :,v.i -.;�?� ,..e. .�•: pl teP8d1 1dSk span. ,- 'ae: iii;' <', •z•<:'..••.,;_^ e ,.,:. 1 .. t5'' .r•��:+' 'z v`t:.;;.a..::i i'";•• :.` .)' •a„ ?7»,":r•'i` :�.-�s:..-.h :>•,'...., x;..r' _n> ::WeQd ;. at4 tryy c, {� y ,tom 4.-Lidy•� $-�.,.+..�� ,,,ya. ".s y7-:' ,f` s -'S4• '1 �'�-.' 'tier, �. :'�.'.t;:;r �,;, �,;.: :',F,1; :m.- �:�: ,t( 1'l.:^ ,.a� uI? 4111 ii Table 3.9A Rafter Ceilin Joist Heel Joint Connection Requirements .Fi Vie:,, �;�`-_ ,;. ::���, •,r. / g q 1 Si�• {' t". .F1^%: ��y, i)itx{il�:'.� r/' :sit'•::.,,ki<✓'',; .9� VQt :.,a7i� .r ,y IGR vim. r, �:. hl- t(., ({� >" _fix .... . f.S SPFN1 l)b�t5�>tye.LAgd, For Exposures B&C and all Wind Speeds r5s:5:>.. 'q, �-:; .,,, s>s $°.+, °� ,+; (Prescriptive Alternative to Table 3.9 S yr 4 x. • , �"`''�t'.v':+ y!�? `..9-' / } =.S l�,,r ,>�.', ��. '+Yl:t•.�, .t. ..,,'\�.' t. a.},. Maximum Anchor Solt • -i' "i�� r o • ;? < 11 rt.. • t) .ice,`"'�- "3 (�.�F Q�m ,r /} ({ fi, Iq] •{[y y�� ` q{jy�rw�(; n �yrc, /� � .?] ..y,'$r�',1�4,;n,.`-'3. ..p�.� &•F�. %R.t - Y:...15. = i:��i;-.?���4:tY, V„V.�AI F'"P.:R�i -�.P'rF - rJ 'C'. :Y Anchor Bolt Diameter(in J t�sn Roof live load Ground snow Laad , , F !'°e S°j. •�52 ,3.:.. ;4 .5.:,,,. ;�2i3 J-ii;;r,,,.,�.;;�;0��;'j�4:- .�' Spacing(in.) ."- I. s.x y, .i•' �- r • L) 5.....--, .. ;:3i ,:-'g ,` �' 'c1 rs#i Y °< r r _',,1' :,"!,t' ,s,: ;' . 1 2" 31 20 psf 30 psf 50 psf 70 psf � �. 'u''tS` ' ' i} )'," 5/8'. 48 Roofs an(ftj :e. t: "° )1 r .,' is a::(t16S";v" 1;r• 0`1 .s4 12 24 36 12 24 36 12 24 36 12 24 36 HDU/DTT2Z Holdowns 1 Prescriptive limits are based on assumptions in Table 3.2. T%-V- PICAL r 7 I ,- T"..C.-. -W-at, '}`���- _. I.Rafter Slope Rafter Required Num r of 16d Common or 40 Box Nails per Heel Joint Connections"'4's •"? r,.�: . 'L:/ -.2 When anchor bolts are used to resist uplift,lateral,and shear toads,the maximum anchor bolt spacing shall not exceed Spacing(in.) y r Nthe lesser of the tabulated values for uplift loads(Table 3.2C)or lateral and shear loads(Table 3.2B). For other anchor 12 3 5 8 3 6 9 5 9 13 6 12 17 . . ......... ... . .,,-_....._.-..... ....,' i. :; ...•..fy.^Gs.-.-tiAi:,:h-':Th:r.::n::i'._,..,.�,:'-'-,` .-..'.:_..,•.� ..:.[:.,r:W'= 'n...:• _.. _r i • Use all specified fasteners.See General Notes. bolt limitations see Section 3.2.1.7 and 3.2.2.3. 16 4 7 10 a 8 12 12 17 8 is • For use in vertical and horizontal applications. 3 Tabulated anchor bolt spacings for shear loads assume walls are sheathed in accordance with section 3.4.4.2. For other 3'12 19.2 8 12 5 10 14 7 14 22 9 18 27 • The HDU requires no additional washer,the DTT requires a standard cut washer(included)be installed wall sheathing types the tabulated anchor bolt spacings shall be multiplied by the appropriate sheathing type adjustment 24 10 1 6 12 18 9 17 26 12 23 34 between the nut and the seat. factor in Table 3.17D,but in no case shall anchor bolt spacings exceed 6 feet on center. `, • TO tie multiple 2x members together,the Designer must determine the fasteners required to join the iz 3 a 3 s 7 a 7 10 s 9 13 members to act as one unit without splitting 4 Lateral connections shall be designed to resist the loads in Table 3.5. plittin the wood.See SD S Screw information. 4:12 • See SB and SSTB Anchor Bolts for anchorage options. 16 3 5 8 3 6 9 5 13 6 1? 19.2 3 6 9 4 7 11 6 1 16 7 14 21 ______.__.____-_-_.__-___-..-_ ..._-.___ -_,_,..-_-,.__,.- ---_.___.-__..._._..__-,-_-._..__-.--.. ---. .--._,.�-,._,...--.______.... .. • SDS screws install best with a low-speed,high-torque drill with a 3/8"hex head driver. 24 4 8 it 5 9 13 7 13 19 9 17 zs � - --;,_._.,,, +r': :• Refer to Anchor Designer Softwarelm for ACI 318 for anchoring solutions. Table 3.2C Sill or Bottom Plate to Foundation Connections 12 3 3 5 3 4 6 3 6 8 4 7 11 , •ti Exposure .1, / K/ (Anchor Bolts)Resisting Uplift Loads from Wind 16 3 4 6 3 s 7 4 7 1 9 1a • - . ' 5:12 (Prescriptive Alternative to Table 3.2) 19.2 3 5 7 3 6 9 5 9 1 6 11 17 or h Ido per ASTM tee stand ds,anchor bolt nuts should be finger-tight � - _ ... ... . F o cons, t ar �! :•* oaf• ' -, .; , plus 1/3 to 1/2 turn with a hand wrench,with consideration given to possible future 24 3 9 4 7 11 6 11 16 7 14 21 1 ,' wood shrinkage.Care should be taken to not over-torque t e nut Impact wrenches 700 yr.Wind Speed 3-second gust(mph) 120 125 uo 130 140 150 160 170 180 195 3 4 3 3 4 3 a 6 3 5 8 - . .. , •. .1 .. . :,. :..._ 1.::' should not be used. 16 3 3 5 3 4 5 3 5 4 SO H MCP.f:OntleClS' r D r .1'�T Sill or Bottom Plate to Foundation Anchor Plate a f ills Of: toll ahl 't0 at•S 5 al)oil. ;i:':'. ;r OTE' • .: :' . P .. 9 •ice Supporting 7:12 ''' g5R FoundationSu Ma imum nchorBoltS Spacing in. i 'she''=--, �•;r:<',• �:•� PP g P B( ) c Bolt Connection Resisting Size 19.2 3 4 5 3 4 6 3 b 9 8 12 11AATB�{i1tt::1:$:paaga: - .: • ij "'q' • . . a„ -� . ., PROVIDE i , T ,:(:.'-= C �-I. It . H EXTERICUR 24 3 5 7 3 5 8 4 $ 11 5 SO 15 FIIiISH:flCt 4 VtVad(zied orZ+ HCP4 > niisd: r' 'w1 . 8 End Zones _ "g •:. �•'• '; ,'- _ 1-3 stories 72 71 57 43 30 27 24 22 p ..� ' `j� ���p i T. N `"- �- LEI 12 3 3 3 3 3 3 3 3 5 3 4 6 1Nt?I}I:UITriI[�t'•:liSeW s 8Cifl8d sfeners' x,Tielie `,Ndtesli• Mf' 1 � r ,: RS EC'TI . I 2x4 • �; I. s interio es 16 3 3 4 3 3 4 3 6 3 5 8 '-M1dC11;N �0:s�0Utile_tOp'j; S;'bjfdamedth'716tnegtsire, fortati18.1 ds••': ''}�(.)4r(OpJ 'r,t B$1Cp2 ! •H __ ._ .. .. . _ .... �Q�, • 0�2.NER I�TTE Uplift Loads 1.3 stories 72 72 66 50 41 35 1 26 23 19.2 3 3 4 3 4 5 3 5 7 3 9 litstaii laftir atld'eomp.i te: ing;fiBfter fray be.s(opeil 5";' i- 1N E•' ! 8'End Zones 24 4 3 4 6 3 6 9 4 $ 1z 1•CODESi.`$ee ge�lQfor Code t.letl 'K ..*Cliafls. �". ` ��` . . 1-3 stories 72 72 68 51 42 36 2 2 26 23 - F.� 4 ~ i . •I`,r :, " 'Y?''1. • .,F .... ' .. . 2x6 �' a . Interior es 12 3 3 3 3 3 3 4 3 3 5 •w' } :r. �:�.�- l'.• 5=F wit 1-3 stories z 7z 7 60 4z 37 3a 31 16 3 3 3 3 3 3 3 5 3 4 6 • .. DnIII - $pnicq.:nis=Rr . `"_ 4 1. 12:12 'So.Ptae;;' :di:y,. ': '.t" T gl� - 19.2 3 3 3 3 3 4 3 4 6 3 5 Faetenets n j :911togrebib•' ' r;,1-..-i)f Mem66r .1n"el; :Jlllintrtibis :;` ;L' t;:.-. -,Coa9' -;' = -x ;1 , -a '; ... • . 0 _....._..--- 24 3 3 4 3 3 5 3 5 7 3 6 9 ...-' ,:' 1 , a ` filio. ;i'10.r,' '- ,.. � ',::':;.1C8Q3t.-. :.• c:• y:r,.:,Y :'' . i :� :Ref.`•: w <:;:.... y •. 3, o %Table 3.4A Rafter and/or Ceiling Joist to Top Plate Lateral and 1 i r not re uired when the rid a is supported ort d b a loadbearin wall header or ridge a beam feel fief to ::,. Xis 'J di 7611 '" 4'r''' ' _ Exposure Heel joint connections are q g PP e V g dg g I ,,,,To' -T0' i $t 138 r . Shear Connection Requirements resist the applied loads. REiRi)rs'.: . tee`. '_;'•>' 111t=: ::F> lift "•F 344,:({ ' (Prescriptive Alternative to Table 3A 2 When intermediate support of the rafter is provided by vertical struts or puriins to a loadbearing wall,the tabulated heel joint 2)i''•.HCP2s I<8,30dx1H 810dx1'f/a '201?:%805%:_;301}, r 0 ?50";':: • 'i ' � `"( ''` 11�3t 12-18-24 AS BUILT DRAWINGS I e.::; cPA : .: W NGS T.M.M. connection requirements shall be permitted to be reduced proportionally to the reduction to span. ••4x"`"rdiCP4 `:ji- 8=loci:`: $1 -- 8367-"'10W0 :-265' +!...sea . ,: ., , ' 1:•' i .' . .. 3 Equivalent connections are required for ceiling joist to ceiling joist lap splices. 1.Loadgma ilotfie'iferessedforsttOrt - VOIEviORVoli 2-18 24 ISSUED FOR BUILDING PERMIT T.M.M. 700-yr.Wind Speed 110 115 120 130 140 150 360 170 180 195 y ;erm'lcedin :;',,.. ,.;,., 2•xhe NCPcau bBdnshafigdan.the inside;and"tht-put6)diio,is a 3aif`ialt)iiaYlat tipti0m.. 3-second gust(mph) 4 Tabulated heel joint connection requirements do not include the additional weight of the ceiling assembly. r `j -• ,;.1"4l:Sfmn8r)-' 2_ _2 omattB� id ai 'tvrr I load PaW ., 4 4 ISSUED FOR PRELIMINARY BID T.M.M. Wall of C n ail Od Bo it 5 Tabulated heel joint connection requirements assume ceiiingjoists or rafter ties are located at the bottom of the attic space. y;jJpiflt lOatJsinciud8 a a3%'aild 8096:1ncrsas6 for§arttigtiake orwjnd:luadtii U S::tate�It ,380�i5 Typ(cal'HGPdti3ldUettOR Rafter/Ceiling Joist Number 8d om o Nails or 1 x Nails(Toenailed) 0+ Height When ceilin 'oists or rafter ties are located higher in the attic space,no attic storage is assumed,and the tabulated heel joint `.:�o '" 1 g:ali i rather:oafs` ' '' :: :'4�.,-,r•, :: s;i,,•::•_1.•.r• ' ' Spacing(in.) g Required in Ea Rafter a or Ceiling Joist to To Plate Connection)z a+ g1 1..jlh x f�ICteaS: owed,raoijo.�y1 re- (• •94+wnV_ .t:' f .,.- 'x - DATE: (ft.) q / g P connection requirements shall be Increased by thefollowl gfactors: �' 1S`='` • E� REVISION DESCRIPTION: BY: 8 2 2 2 3 3 3 3 Ceiling Height/Top = " ' v " I • 12 a 1 ; :{i a 4;0 ,} 3lDit10atiH®tp IO 2 Z 2 2 3 3 3 3 g Heel Joint Connection 1 ��A$ Plate-to-Roof Ride • • ( # + " 1 arf.'','- muEBeN TT .�.._. B 2 2 2 3 3 3 3 Height H H Adjustment Factors eltla5 La 1 3 g ( dR, j I a GAGLIANO RESIDENCE 16 x. iki ft�+ `*; •u-.:has'' " `~ ,._ 10 Z 2 2 3 3 3 3 4 I 1/2 2.0o JItAtERtILL 16 gaoge. FitiISH:Galvanized 1 m ' •,' e.,t;%: : i'3► , T T U.S.UPatent :a>r;rrt"•^...''-'�'•.�'.< -7f t;;; '. ,` 535 BIRCH LANE CUTCHOGUE NY 11935 8 3 3 3 4 5 S 5 5 He 1/3 1.50 'INSTAt1ATION:•line all specified fasteners.See General Notes. s,aee,718 }- ::�4 I':a .�"S`"�{:; P, -` �.,4 24 ,r, y;'='-, 1a 3 3 3 4 s 5 5 s 1/4 1.33 •On end of ridge-use optional diamond holes t0 SBCIJrB the Hl C. ` -, 4., :: . ,.: 1 Prescriptive limits are based on assumptions in Table 3.4. iJ5 1.25 Band face flanges back flush corn,ridge,and complete nailing} jwN tia - d 1'f� �G,4 hx'*µ44 J A M E S D E LUCA A R C H I T E T •Dn face of rid e-ad ust to correct feel ht and install nags. ``' I I r:„': , M'4C 1/6 1.zo A I A ", 2 When ceiling joists are installed parallel to rafters,the sum of the toenails in the rafter and ceiling joist shall equal or exceed „• 1S►pleai HRC i,-.•'� i�D fAl. cis,'., •",s�.`�•a°'^, �"'� 1/10 1.11 ' •Double bevel-cut hip members to achieve fug Bearing rap sly. t Installation HRC1.81 a :: .' the tabulated number of nails required. • ar - u•_.1•- rQl� . .',{ '� '''' 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 3 To avoid splitting,no more than 2 toenails shall be installed In each side of a rafter or ceiling joist when fastened to a 2x4 Note:Lateral deflection of the rafter below the rafter ties may exceed 3/4 inch when rafter ties are located above one-third of •The HRC may bi sloped to 45 ttitith no reduction in loads. 1• aA tie end � - i •NSJ, 5 a ¢' top plate or 3 toenails in each side when fastened to a 2x6 top plate. the top plate-to-roof ridge height,Ha,or when He is greaterthan 2 feet and may require additional consideration. COBB,See Page 10 for Code LGt;ting Key Chart 0f a ridge T I . . r4 w J.y^\ .,: �f a T E L• (6 31) 3 6 7-7 0 11 4 Where top plate-to-ridge heights exceed 10',they shall be adjusted as follows: Copyright®American Wood Council.Downloaded/printed pursuant to License Agreement No reproduction or transfer authorized. (Oga F{rLaietdBB.Pioe �lee-Fir » �`a.J _ AMERICAN w00D COUNCIL M81ab0r 81ze Fasteners Dews L lUlf>*alto Loads t * ` '°Y.. 6 `Ar•'+'f� Model Cede >, s= a ''4 •- Arg y emu: "4' -,;',:• �' DATE: PROJECT: DRAWN BY: Wall Height 8' 10' lie. Carryrng . Each ftin Upilft Flaar Show Roof U lift F118T (115) Roof Ref• ;a+: ' z „ °+;+ t. .5 .">'` W Ridge Un . • ifs. Top Plate to Ridge Member N! $8 a 1e0 1 i 175 128 xx nF t.':z f F; I "" Adjustment Factor 2x Or ;yam Height(ft) HRC1.81 1ts5e iq'�wide 1&10diii 211 i1i 59M 240 00 72D OW 91i 210 250 825 720 780 9 ,i��,v s . ., 1. '�1. W r 10' 1.00 1.00 Z UpOft 10$d6 Ittohlda a 93'6 and 60%hlcnase for eetNi or wind vr� is, 1.15 1.25 �I.Albwabteloadsshownareforeachhip.ToWloadcartlef 11 _ COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. 20' 1.40 1.50 byftconnectorIs double this numbet loading;noturtlerhimasel allowed;reduce whim other loads govem. Optional 3 - LICATI REPRODUC110N, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR 1 3.Red 11011tedbyothercriteria. NRC1.81Instailation" -AINfPURS�OH DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY 4 IBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: gagliano_proposed 1 28 24.dwg PLOT DATE: Sunday, December 22, 2024 �S';r"',n.E�?. '1 t4vr.,s,,,;�'S,a ..�•'-',"r��:w='�.`.•;;rtyx Y ,-t°pr��,,..r..�;r...�y m,�,vsTM� r �' 'n �i,'G,`I•QS'..J4 :12i��¢1>f. 'l� .. ..1N.a".iMR1 t £' Y of f M Sheet 603 �� �- gin.. ,�' aW.,,. �;h• ,.. w.'.�`., ,"E: e ..:. J .' .t.."<' da ..:.`..'"`<;.,=,• -.4ku .�.: .d'S; .� Rt:"ti K't-a'3i�� '.3..". �a,;e X� cul— xx.��k°�,` �a". :>Sz '•:'. ^i r° 'r.F'• ,^�•+:�.�F :.�.M1��:.,.;,,aa,'�`}��' '` �;i+1 '� `�" ' .�..1»�'.� ,' .` ... PRO ,iy °F' . ... .u;•�4.:..., .-�.7�' .�1.s'.""�."an"}';'.iT a .t: ... '� BLOCKING AT Duct Sealing STUDID CAVITY ATSHOWER Air Handler Air Sealing Ductwork, furnaces and air handlers should be AT EXTERIOR WALL - sealed against air leakage.The only place air should be able to leave the supply duct system CONTINUOUS BEAD OF and the furnace or air handling unit is at the SEALANT CEILING AS AIR GYPSUM BOARD supply registers.The only place air should be CONTINUOUS BEAD able to enter the return duct system and the OF SEALANT Mastic furnace or air handling unit is at the return grilles.A forced air system should be able to be PREFAB FIREPLACE UNIT - - CONTINUOUS BEAD pressure tested the way a plumber pressure tests 1_7� OF SEALANT a plumbing system for leaks. Builders don't INSULATED EXTERIOR CONTINUOUS MINIMAL accept leaky plumbing systems,so they should STUD WALL TILE SURROUND FINISH EXPANDING FOAM AT not accept leaky duct systems. CEMENT BACKER BOARD INSTALL INTERIOR SHEATHING WINDOW PERIMETER Supply systems should be sealed with mastic in PRIOR TO INSTALLATION OF order to be airtight. All openings (except supply INSULATED EXTERIOR PREFAB FIREPLACE UNIT registers),penetrations,holes and cracks should STUD WALL be sealed with mastic or fiberglass mesh and THIN-PROFILE WALL " mastic. Fabric/rubber duct tape(common duck SHEATHING tape developed for temporary repair of cotton WINDOW UNITAS duck tarps and raingear has thousands of uses. AIR BARRIER Sealing ducts is not one of them) should not be Rigid Duct Air Sealing used: after hot and cold cycling,the adhesive CONTINUOUS MINIMAL dries out and fails. Tapes meeting UL 181A or EXPANDING FOAM AT 181B may provide reasonable performance. MANUFACTURED WINDOW PERIMETER 4 .z These must be applied only to clean,dry,and ''' • .a "`i dust-free surfaces. Sealing of the supply system SHOWER PAN CONTINUOUS BEAD OF CONTINUOUS BEAD �nncludes sealing the supply plenum,its SEALANT OF SEALANT attachment to the air handler or furnace,and the CONTINUOUS BEAD Mastic air handler or furnace itself.Joints,seams and OFADHESIVE openings on the air handler, furnace or EXPANDING FOAM CONTINUOUS BEAD ductwork near the air handler or furnace should WOOD FRAME OF SEALANT be sealed with both fiberglass mesh and mastic FLOORASSEMBLY WOOD FRAME Flex fake-off from Rigid Air Sealing due to greater local vibration and flexure. FLOOR ASSEMBLY Mastic Return systems should be"hard" ducted and sealed with mastic in order to be airtight. Building cavities should never be used as return ducts. Stud bays or cavities should not be used for returns. Panned floor joists should not be `'6°. CONTINUOUS BEAD . " used.Panning floor joists and using stud cavities °. a ' OF SEALANT as returns leads to leaky returns and the creation a of negative pressure fields within interstitial AIR SEALING BEHIND SHOWER WITH THIN-PROFILE SHEATHING ° ° spaces. Carpet dustmarking at baseboards,odor oa problems,mold problems and pollutant GreenBuildin Ad visor.COm AIRSEALINGATPLATFORMFORMANUFACTURED CONCEPTUALAIRSEALINGSTRATEGYII transport problems typically occur when g Seale: 1112"=T-0" 5wO 1007 building cavities are used as return ducts. ©Buadingcreen LLC Zoos FIREPLACE ASSEMBLY UPPER WALL SECTION Green BuildingAdvisor.com5 01012 GreenBuildin Advisor.com This Information Sheet has been prepared by Building Science Corporation for the Department of Energy's °" Scale: 1112 =1-0 g 5w02003 _ ' " Scale: 3(4"=1'-0" Building America Program•a privateipublic partnership that develops energy solutions for new and existing ®BuildingGreen LLC 2008 ©BuildingGreen LLC 2008 homes.The views and opinions of authors expressed herein do not necessarily state or reflect those of the CEMENT BACKER BOARD. United States go,mrnment or any agency thereof. ��T.W�=.��.��-rya TUB SURROUND FINISH For more information about Building America go to www.buildinoamerica.gov 11 TUB UNIT —� CONTINUOUS BEAD OF SEALANT TUB SURROUND CONTINUOUS BEAD OFADHESIVE The longitudinal seams and transverse joints in sheet Floor Boot Air Sealing (BEYOND) CONTINUOUS BEAD metal ducts should be sealed.The inner liner of insulated plastic flex duct should be sealed where flex CONTINUOUS BEAD OF OF SEALANT ducts are connected to other ducts,plenums,junction f SEALANT WINDOW UNITAS AIR BARRIER boxes and'boots/registers. PROVIDE BLOCKING AT FLOOR TRUSS The recommended procedure to connect insulated 7 F STUD CAVITYAT TUB ASSEMBLY CONTINUOUS MINIMAL flex duct to a metal collar is as follows: -' AT EXTERIOR WALL EXPANDING FOAM AT PERIMETER yr, INSULATED EXTERIOR 1. brush a thick coat of mastic around the y i Joint between boot and u 3� collar; o��as���� STUD WALL CONTINUOUS BEAD CONTINUOUS BEAD OF SEALANT 2. slide the inner liner over the collar; caulk�'k THIN-PROFILE WALL Mastic SHEATHING OF SEALANT CONTINUOUS BEAD 3. tie wrap the collar with a tensioning tool(not CONTINUOUS BEAD OF OFADHESIVE just by hand); SEALANT CONTINUOUS BEAD OF SEALANT 4. pull the outside liner over the boot; Ceiling Boot Air Sealing CONTINUOUS BEAD OFSEALANT 5. tape the outside liner to the boot with appropriate tape; Mastic EXPANDING FOAM INTERIOR GYPSUM WALLBOARD AS AIR BARRIER 6. brush mastic over the tape bridging from the WOOD FRAME outside liner vapor barrier to the vapor FLOORASSEMBLY - CONCEPTUALAIR SEALING STRATEGYAT UPPER FLOOR BAND JOIST barrier of the boot. CONTINUOUS BEAD When flex ducts are used,care must be taken to 5,02011OF SEALANT prevent air flow restriction such as those resulting GreenBUlldingAdVISOr.COm $Cale: 1112"-1'-0' CONTINUOUS SILL SEALER from pinching ducts or from kinks caused by "Pinching" Jointbetweenbootand ®BuildingGreen LLC 2008 // -FULLWIDTHOFMUDSILL bending them at a tight radius. Ceiling drywall sealed with mastic or fiberglass mesh Connections between grilles,registers and ducts at and mastic or caulk \` \` FOUNDATIONBER WALLAS -. , : AIR BARRIER ceilings, floors or knee walls typically leak where the , oof does not seal tightly to the grille or sum _ � //\//\ a � � CONCRETE SLAB AS b g y g� gyp ATTIC INSULATION /\\/\\ ° a AIR BARRIER board.Air from the attic,basement,or crawlspace Rigid to Flex Air Sealing AIR SEALING BEHIND TUB WITH THIN-PROFILE SHEATHING Y SECTION can leak in or out where the ducts connect to the 1'-0 boot. Mastic WOOD TRUSS FRAMING �\ ° o \/\/\/\X Green BuildingAdvisor.com \/ = " 01009 SHEATH INTERIOR OF Scale: 1112" If the gap between boots and gypsum board opening w d ®BuildingGreen LLC 2008 ATTICACCESSTO or subfloo:r o enin s is kept to less than 3/8-inch,a �+ bead of sealant or mastic may be used to seal the gap. _. +1 OF INSULATION LEVEL Where gaps are larger than 3/s-inch, fabric and mastic - — 1"RIGID INSULATION CONCEPTUAL AIR SEALING STRATEGY ll should both be used.The optimum approach is to 1' MANUFACTURED RECESSED LIGHT ENCLOSURE keep the gaps to less than 3/8-inch and use a bead of ATTIC INSULATION LOWER WALL SECTION sealant.This requires careful coordination with the ATTIC TRUSS drywall contractor to make sure that the rough Green BuildingAdvisor.Com 5,02002 openings for the boots are cut no more than 3/8-inch f ACCESS PANEL ©B�;,d;�gGreen LLC 200$ Scale: 314"=1'-0" P 1 DRAWACCESS PANEL SNUG bigger than the actual boot size on all sides. WITH PERIMETER SCREWS ENERGY NOTES: TRIM AS REQUIRED 1. ALL CONSTRUCTION SHALL COMPLY WITH 2O18 IECC. FINISH CEILING 2. N1101.14 COMPLIANCE CERTIFICATE TO BE POSTED NEXT TO BURNER LOCATION 3. ATTIC AND CRAWL SPACES ACCESSES TO BE WEATHERSTRIPPED AND INSULATED TO LEVEZ A L EQUIVALENT TO 12-1 -24 AS BUILT DRAWINGS T.M.M. THE INSULATION THE 'SURROUNDING SURFACES 2-1H-24 ISSUED FOR BUILDING PERMIT T.M.M. 4 .INSULATION COMPONENTS OF THE BUILDING THERMAL ENVELOP SHALL BE INSTALLED IN ACCORDANCE WITH THE - - AIR SEALING HATCH ll FINISH SCREWS — — - 2-4-24 ISSUED FOR PRELIMINARY BID T.M.M. CRITERIA LISTED IN TABLE 402.4.1.1 5. TESTING—RESIDENCE SHALL BE TESTED AND VERIFIED HAVING LESS OR EQUAL TO 3 AHC50 IN CLIMATE ZONE 4A5=02022 6. DUCTS— SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MIN. R:8 ©3" OR GREATER DIAM. AND = — Green BuildingAdvisor.COm Scale: 11/2"=N' # : DATE: REVISION DESCRIPTION: BY: R:6 A DUCTS LESS THAN 3" DIAM. — ©BuildingGreen LLC 2008 7. DUCT SEALING—ALL DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED 8. DUCT TESTING— DUCTS SHALL BE PRESSURE TESTED TO DETERMINE ANY AIR LEAKAGE LL EXPANDING FOAM SEALANT AT PERIMETER G A G L I A N O RESIDENCE 9. MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS LESS THAN 105-F OR GREATER THAN 55-F SHALL BE — INSULATED WITH MIN R:3 J CONTINUOUS BEAD OF SEALANT 535 BIRCH LANE CUTCHOGUE NY 11935 10. MECHANICAL VENTILATION— SHALL MEET IBC/ IMC DRYWALL CEILING -9F °'` 11. EQUIPMENT SIZING— AS PER ACCM MANUAL S BASED ON LOADS CALCULATED PER ACC MANUAL J AS BY HERS RECESSED LIGHTING FIXTURE � '° ; � .� � JAMES DE LUCA ARCHITECT RATER k 12. LIGHTING—A MIN. 7 5;o OF PERMANENTLY INSTALLED FIXTURES MUST HAVE HIGH—EFFAICIANCY LAMPS. 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 13. ALL PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 ENERGY EFFICIENCY, IMC, IECC. AIR SEALING AT RECESSED LIGHTING IN ATTIC TBC-D-13 l y ��� "-� �� . � ', TEL: (631) 367-7011 CONTRACTOR TO SUBMIT ALL CALCULATIONS AND MECHCANICAL EQUIPMENT SPECIFICATIONS FOR APPROVAL BY LOCAL JURISDICTION. .,1 14. ADDITIONS, ALTERATIONS OR RENOVATION, SHALL COMPLY WITH 2O15 IECC. ALTERED PORTIONS OF EXISTING 5 - 02041 �^ ""�'�: "� DATE: PROJECT: DRAWN BY: BUILDINGS IS EXCEPT FROM THIS REQUIREMENT GreenBuildingAdvisor. com Scale: 1 1/2" = 1'-O" 15. PROVIDE MINIMUM OF ONE (1) PROGRAMMABLE THERMOSTAT FOR EACH SEPARATE HEATING AND COOLING SYSTEM ®BuildingGreen LLC 2008 IN ACCORDANCE WITH SECTION CONTROL SYSTEMS 13 16. ALL EXTERIOR WALL/ FLOOR/ CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE WITH TABLE COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. R402.4.1.1. APPLY FRESH BEAD OF CAULK TO TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING GWB THE DUPLICATION, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR USE OF THESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: gagliano—proposed 1 28 24.dwg PLOT DATE: Sunday, December 22, 2024 ,