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HomeMy WebLinkAbout46007-Z �O�OS�FaL,�coGy Town of Southold 6/16/2022 a P.O.Box 1179 0 C* 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43160 Date: 6/16/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1350 Marratooka Rd.,Mattituck SCTM#: 473889 Sec/Block/Lot: 123.-1-3.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/4/2021 pursuant to which Building Permit No. 46007 dated 3/31/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including finished basement(recreation room and bathroom) to existing single-family dwelling as applied for. The certificate is issued to Browne,Kevin&Francine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46007 11/3/2921 PLUMBERS CERTIFICATION DATED 2/17/2022 K th Zdan' j ho ' ed ignature QsuFf i c TOWN OF SOUTHOLD BUILDING DEPARTMENT CO z TOWN CLERK'S OFFICE "may • � . 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#: 46007 Date: 3/31/2021 Permission is hereby granted to: Browne, Kevin 3208 Harvest Rd Wantagh, NY 11793 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 1350 Marratooka Rd., Mattituck SCTM # 473889 Sec/Block/Lot# 123.-1-3.4 Pursuant to application dated 3/4/2021 and approved by the Building Inspector. To expire on 9/30/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $684.80 CO-ADDITION TO DWELLING $50.00 Total: $734.80. Build Inspector pE SO(/jy®l Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.deviinCcitown.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Kevin Browne Address: 1350 Marratooka Rd city:Mattituck st: NY zip: 11952 Building Permit#: 46007 Section: 123 Block: 1 Lot: 3.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: JC Sullivan License No: 36121 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition IX I Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 27 Ceiling Fixtures 3 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 3 Smoke Detectors 4. Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 35 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO 2 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches $ 4'LED Exit Fixtures Pump Other Equipment: Notes: " AS BUILT NO VISUAL DEFECTS " Two Story Renovation/Addition a Inspector Signature: Date: November 3, 2021 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road ,: Fax(631)765-9502 CA P.O.Box 1179 G . Southold,NY 11971-0959Q _ BUILDING DEPARTMENT TOWN OF SOUTHOLD ,CERT_IFI-CATION Date: 1 j'k T1X-. Building Permit No, (' Owner: �1/�eJ (� �D �f�U • (Please print) Plumber:- �"Nok-4t1.0 _ - (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. r (Plu ers Signature) Sworn to before me this r / 7� day of 20 2Z , GENNARO'COZZOUNO Notary Public,Stats of Now York Qualified In Suffolk County No.01006249654 My Commission EWres Oct.11,202-3 Notary Public, 9-lvr-p, -R� -..county 0 41c� �aOF S0(/T�o # * TOWN OF SOUTHOLD BUILDING DEPT. G • O 765-1802 _ I NSPEC ION [ ] FOUNDATION 1ST [ OUGH PLBG. [ ] UNDATION 2ND [ ] INSULATIOWCAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O R ARKS: �voe DATE .INSPECTOR pf SOOIyo� 14 (Poo o-7 # TOWN OF _SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ -J INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ].- FIRE RESISTANT PENETRATION j ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [( ] CODE VIOLATION [ ] PRE C/O REMARKS: � o DATE '� INSPECTOR r # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 STVINSULATIOWCAULKING- b UGH PL13G. FOUNDATION 2ND [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL'(ROUGH)' [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: t1 91, �. - DATEZ716 - INSPECTOR �, �o�aoF souryo� —( b-007 # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ( ] FOUNDATION 1ST [ ] ROUGH PLBG.' [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ]' FIREPLACE-t& CHIMNEY [ j -FIRE SAFETY INSPECTION' [ ] FIRE°RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Cf 1 pG� cdi f� Comp-210 To p (4k-604c o g yr,,,To xAj 2LjD DATE ANSPECTOR ` last so TOWN OF SOUTHOLD BUILDING DEPT. 765-1-802 INSPECTION JA FOUNDATION IST ROUGH PL13G. FOUNDATION'21SID IN_WLATIOWCAULKING - FRAMING/STRAPPING .[&fooFINALAcUs) FIREPLACE& CHIMNEY FIRE�SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL)'. CODE VIOLATION PRE C/O I REMARKS: J& �Q MIA Kfto bA �c ­..� ACtz in WCWVI.� ioll -A.Qn. ovk Mvmsga 9-49 - A &Div DATE -Loll112`b24 INSPECTO Zapf SOblyp L/ 0® AN ---a. — - --•-- - # # TOWN OF SOUTHOLD BUILDING DEPT. ���ou►m, ''� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ;[ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ .] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- -[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] rE C/O REMARKS: ta DATE �2 INSPECTOR �o��OF SOpl�o6 TOWN OF.SOUTHOLD BUILDING DEPT. 765-1802 _ INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG.- [ ] FOUNDATION 2ND [. :] INSULATION/CAULKING [ ] FRAMING/STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] ..FIRE SAFETY INSPECTION [ .] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: _Q A mGlV b P L 4&5 P A-SEM C-tiT, `t,/t>f Tw zl s (?moi SEti� P-TCS Gr- T14AT SpI3G� 7NEAI- DATE 4-1-1oZ;L- INSPECTOR l w � r. maw"* r Ifi: 44oc07 J1 AN ov <t� 9 `f rg i r ! iiFsy(,ss F 'a w ' ?•a Ilk- J6. is r ,1 it-' v y„ ii 1 A- ��<. �s ��{� ; . tom, "� F. ': f � �� T � �4� Y.. Y _ ,r r. � �V.. 'i " y, � int, y �. 1/� y w � _ �. �� � r � � � !� i i? a l?t t' .A; tr;►* .rlt . t.C. L .^�,�.f Sr.�fMt >> NC f .� I SAND 33a cC14 5ANU ul +f t t -4 m .� o t OS N Qt -o i <r H p r #, a v kk a o ,� Y w Q a m t(D S� ONE 0 OTORY (�C. � � ?, o. Ld C2 �- C r HO,t �{ i h-- ,�y` � tt it N...,t � � r_�� t•��i 1 1 Q y: `tp �� CG Ci t7 U OQ J Z a_ 1 Lai C_ . to �+LAJ N '"' .ry " •?J L.J C_ , I laJ �/4 t r4 :��r'(„�'[_ ►.� f\�it,•.�._ ft)rML WIMT tS �ATMM OF EV� S[CY10f'7790 Cf MW YOLK AMRf�,�,�•)cu.l[S OfiHl vrrrnP NOT[!A[ING _ 1 _ 111 V ` f,,,,/ • "`,,,,,,J!! fNF tAND SU tY 1'S IIKIp SRA[ON • [Al'o D S NALI NO)if[ONSIDtt! � V To 14 A v rvu!cotr `,l1G.VEYED M { 1 i S GUARAI. •S AIID H[A[ON SIIAI!RUN r y r,l I `tet t ►/ rT 1�. •, t'^"""� _ A^ v�{� ONlT t�1, il.SON TOR Wr �M tll!Sl•'ltYlY `111 ✓� \.t , �.. �(• ^. -' '" {S tt[i MO ON WS KHA I TO IHt �. ,r'• �• ' [ ,:Z Al.'i.u0Y1Rf.M1'N1At AOINCY AND �• _- -- ••-�• .... [ t1�pllf• ll'tWN llStlD H.►IOM AND ?l �,�• ____,-^'r I.�(� ,•,_� - .... 4 •~ TO^[/w,tSitlit:5 4/TN[tRNU1NG 190511• '--� $QW^ LUSTI Akt NOT 11A mf(d5t.1�;'��� � ! Tv 1pIW141,AS711UTIONS OR SUSSf �tN� NY. i o � • • COMMENTS c FOUNDATION FOUNDATION ROUGH FRAMING& PLUMBING w � OEM TOM INSULATION PER N.Y; STATE ENERGY CODE +' a -.'u���� 4 III [MCI I r�O�g11FfOt�r � TOWN OF SOUTHOLD-BUILDING DEPARTMENT N x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�o• �a�� Telephone(631) 765-1802 Fax (631) 765-9502 hQs://www.southoldtowM.gov Date Received APPLICATION FOR BUILDING PERMIT r.r) Ji -e.,'�.� ! �,� ,/•I C'� ice,Y F r Office Use Only I U�, PERMIT NO. Building inspector: MAR — 4 2021 Applications and forms must'be filled out"in their entirety.-Incomplete applications will not be accepted. Where the Applicant is not the owner,an �ls�'''' sir c :' o ,.., --„, Owner's Authorization form(Page 2)shall be completed. =�f'�j` Date: OWNER(S)OF PROPERTY: Name: SCTM#1000- 23• " " 3•q' F.Rgd 9R0w1'J6_ -- . --- - -- --- - -- -- -- .. - - - --- ---Project Address: 13_c.D_ . _M_A_aRgTDO-K.fF__.R1�_.- M.47T1TU4_K__N� Phone#: Email_ f�(�/38oyZ I$7-I_�i_µoTM�}11 Gfl�v1--; Mailing Address: 135-D 1L4A1z1Lq'ook4 R, P14-0-11-06k N 119�2 CONTACT PERSON:" Name: V.,WcevT_'_ Mailing Address: - - - - ..- ------- - 9_._1�iX.Kt�rvv P� __awwv „✓- N -���`�D- -- ----- - - - -- - -- Phone#: Email: V1.1, SLG/2 3 e,Gkq/G.6&0 DESIGN PROFESSIONAL INFORMATION: Name: - V/NGE.,k.r-- - g2.ELL/ 4-- -- Mailing Address: q K/,eKI,A,�9__TD2 G/� C�✓Ln/ N l/7�0 Phone#: 16-l6_42 8_f 6"¢8 Email: VL(/C �LG�23 CONTRACTOR INFORMATION: Name: Mailing Address: _/l S - "I&I,oy-_ _571"R6e-T._._ 5,4 P_02T -NYPhone#: G, 3J_$$$_ S8!58 - - Email: LORIObNCoR-? 0 A0I- .60WI DESCRIPTION OF PROPOSED CONSTRUCTION u ❑New Structure Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes 5TNo Will excess fill be removed from premises? ❑Yes No 1 PROPERTY INFORMATION Existing use of property:_ AgSt'Pam �f2.-On/&_F�±s,�1. Intended use of property_�rs/®�n�L- Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to A- 13 „ 8 this property? ❑Yes No IF YES, PROVIDE A COPY_ f Check Box After'Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to adinitrauthorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): ❑Authorized Agent Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTYOF N6_53A_ -\ ) L(&-IC P being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this -tsI L day of , , 201-L p N otgsgfgR l i py Notary Public, Sta eOLLOY No. 01 M04704474 Of New York AT ' 5io 4lnfiExpiresajanu C unt 20 PROPERTY OWNER AUTHORIZ (Where the applicant is not the owner) ,Z7 I, &OW) �I�1 e W(�© (n� (n residing at )3S YQ I 1 OLI-V 6kA00 a 4 ac k 11 -n do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. -4 e A _3142 I Owner's Signature Date Print Owner's Name 2 V�" \} �u¢¢pil' IUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD 4 ... 'JX, f ; 1* Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 TeJ6pbo'ne (631) 765-1802 - FAX (631) 765-9502 .. ro.-Qgfr � outholdtownny.gov seand(v�southoldtownny.gov APPLICATI.Ok FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: UL,&,-S Name: ►S v i J , � R License No.: 36 t� email: Phone No: 1 f - cl S % I request an email copy of Certificate of Compliance Address.: 1 co It; ragI- r- -i"0^ -J 17 7 ,& JOB SITE INFORMATION (All Information Required) Name: ecn 1 ,i Address: n A-fi 6 K/If A t-`o 4`uk�k P, l of S a; Cross Street: Phone No.: Bldq.Permit#: LJ ��'v'1 email: 1 ofnpo-,-3 �p@&01 Tax Map District: 1000 Section: 3 Block: Lot: 3 a BRIEF DESCRIPTION-OF WORK (Please Print Clearly) Check All That Apply: Is job ready for inspection?: ❑YES ❑NO ❑Rough In ❑Final Do you need a Temp Certificate?: ❑YES ❑NO Issued On Tamp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A #Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead #Underground Laterals ❑1 2 H Frame ❑Pole Work done on Service? ❑Y N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx �,�/ ���j -- PERMIT# Address: Switches Outlets - f --- — — - Gfft- Sconces HH's UC-Lts Fans: Fridge HW Exhaust fi. .Oven Drydr. p. :Service Srn4os:.. : l . C. p okto Combo firarsfer. . AC : AH` Nli.ni Comments: i Town Hall Annex ' G �, �° Telephone(631)765-1802 54375 Main Road . Fax(631)765=9502 P.O:Box 1179 _SdtT ,NY 11971-0959 AP BUILDING DEPARTMENT NOTICE_.OF.UTILIZATION:.OF_TRUSS TYPE:-CQ STRDCTtON..PRE-EWGINEERED:. -.. WOOD.CONSTRUCTION ANM[t,TIMBER`CONSTRUCTION. . i Y Omer: .... . __.f..,a,�.✓_ �k..wN'S____ __.._.. . . .. Location of Property::_ /....-350..:__. .T�ok.A... �..._..::/ �lT.TlTd ,e'! :.A/ ......._ Pleatake notice that the(check applicable line): s New commercial or residential structure Addition to eAsting commercial or residential structure l _ . . Rehabilitatiomto art eAsting°°oommerdal or residentialstructure i to be constructed or performed at the subject property reference above will utilize (cFiecl applicable line): � ... ,� . .. Tniss type construction(TT) I . ..i Pre-engineered wood construction (P'W) f Timber construction(TC) in the llowing location(p)(check applicable line); Floor framing„including,girders and beams.(F):: Roof framing(R) Floor and roof framing (FR) Signature:... _.. ._.. . i Name'(person submitting this form):,. /-Ucl �/_,...�/� Capacity(check applicable line): Owner Owner representative TnwReg15.docx Effective U112015 r t Generated by REScheck-Web Software Compliance Certificate Project Brown Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Mattituck,NY Browne Vincent Lucarelli PassesCom.pliance: trade-off Compliance: 3.9%Better Than Code Maximum Uk 127 Your Uk 122 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house Is based an code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling: Flat Ceiling or Scissor Truss 733 38.0 0.0 0.030 22 'Ceiling 1:Cathedral Ceiling 194 30.0 10.0 0.034 7 Wall:Wood Frame, 16"o.c. 1,050 19.0 3.5 0.049 44 Window 2:Wood Frame 152 0.320 49 SHGC:0.40 Floor:All-Wood joist/Truss 10 19.0 0.0 0.047 0 Compliance Statement: The proposed building design described here is consistent with the building lans,specifications,and other calculations submitted with the permit application.The proposed building has been des' ed to me the 2018 IECC requirements in REScheck Version: REScheck-Web and to comply with the mandatory eq ' eme is 1' d in the check Inspection Checklist. Name-Title Signature Date ERED,q� aOH/Vz C'y� U n 0 7 n > m --I (!1 , -7�� X282 9 6 DFNEW�0 Project Title: Brown Residence Report date: 02/20/21 Data filename: Pagel of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions"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/Assarimptionsj Sc Req. 103.1, ;Construction drawings and ❑Complies 103.2 :documentation demonstrate ❑Does Not [PR111 energy code compliance for the l - 10building envelope.Thermal []Not Observable I• i envelope represented-on ❑Not Applicable�:; construction documents. 103.1, !Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for A [PR3]1 ;lighting and mechanical systems. s❑Not Observable J Systems serving multiple ❑Not Applicable dwelling units must demonstrate -compliance with the IECC Commercial Provisions. 302.1; a Heating and cooling equipment is: Heating: Heating: ;❑Complies ; 403.7 . sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]z on loads calculated per ACCA ; Cooling: Cooling: �❑Not Observable sManual J or other methods Btu/hr Btu/hr approved by the code official. ;❑Not Applicable Additional Comments/Assumptions:, 11 High Impact(Tier 1) 1'2-1 Medium Impact(Tier 2) 1.3'J Low Impact(Tier 3) Project Title: Brown Residence Report date: 02/20/21 Data filename: Page 2 of 9 :•Section , - - _ , Foundation Inspectioq Complies?_,L Comments/Assumptions';, &Req.ID_ ;A protective covering is installed to f❑Complies [F011]2:'; :;protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below - ;grade. ❑Not Observable ❑Not Applicable -403:9 '. ;Snow-and ice-melting system controls;❑Complies [FO12]1 ;:']installed. ❑Does Not ❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 1:,2'1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Brown Residence Report date: 0220/21 Data filename: Page 3 of 9 Plans Verified `Tield Verified;' Framing/Rough-ln.lnspection Complies?; %Comments/�4ssumptons , &.Req:ID Value Value .1 1 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). T❑Does Not table for values. 402.3.3, 402.5 ; ;❑Not Observable [FR2]1 ;❑Not Applicable 303.1.3 ;LI-factors of fenestration products : '°;s "'- .'«:.. - "j i❑Complies [FR4]1 .are determined in accordance I' `,�❑Does Not with the NFRC test procedure or €, y, ,{❑Not Observable taken from the default table, 3 r ;❑Not Applicable 402.4.1.1 :Air barrier and thermal barrier `'`❑Complies FR231 [ ] installed per manufacturer's ❑Does Not instructions. J []Not Observable ❑Not Applicable •402:4.3 ;fenestration that is not site built ;` } ,❑Complies [FR20]1 is listed and labeled as meeting "' ` , s'❑Does Not U AAMA/WDMA/CSA 101/I.S.2/A440 ` ❑Not Observable or has infiltration rates per NFRC ;400 that do not exceed code ❑Not Applicable ;limits. 402t4.5�`. '.h IC-rated recessed lighting fixtures i❑Complies [FR16j?..`; sealed at housing/interior finish =•" ❑Does Not and labeled to indicate<_2.0 cfm -]Not Observable ' 3leak age at 75 Pa. , ,J❑Not Applicable 403.3.1 . ;Supply and return ducts in attics ❑Complies ; [FR12]11 insulated>=R-8 where duct is '❑Does Not V ;>=3 inches in diameter and>_ ! R-6 where<3 inches.Supply and J[]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. j 403.3.2 ;Ducts,air handlers and filter ❑Complies [FR13]1 boxes are sealed with ❑Does Not 40Djoints/seams compliant with ±, ❑Not Observable International Mechanical Code or ; International Residential Code,as ❑Not Applicable applicable. 4'03:3:5;;•.i Building cavities are not used as a �❑Complies [FFt15]3 j ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable i HVACpiping conveying fluids R- R- ;❑Complies ; [FR17]2,,_;;above 105°F or chilled fluids ❑Does Not arh... - '. ..E. , =,. .-below 55 9F are insulated to?R- F :,L—,3 ; ,❑Not Observable ; 1❑Not Applicable 403.4.1 ;Protection of insulation on HVAC }_ ' ' ❑Complies [FR24]1 piping. a❑Does Not V ❑Not Observable ' �E]Not Applicable 4031:5.3:�"s Hot water pipes are insulated to R- R- ;❑Complies ; [F[11812, -2:11-3.->_R-3. I ❑Does Not ;❑Not Observable ❑Not Applicable 403:6,x;. -';Automatic or gravity dampers are _ ❑Complies [F 12 installed on all outdoor air ❑Does Not .;,intakes and exhausts. _ '-I []Not Observable ; IE]NotAppiticable ! 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3'11 Low Impact(Tier 3) Project Title: Brown Residence Report date: 0220/21 Data filename: Page 4 of 9 Additional Comments/Assumptions: 1 High Impact(Tier 1) -12 Medium Impact(Tier 2) 3- Low Impact(Tier 3) Project Title: Brown Residence Report date: 0220/21 Data filename: Page 5 of 9 Section. - Plans Verified` - Field Verified:; `' Insulation ection Value Value Complies?' J'C&nm6nti;iAssuMpeiq6!�- filsp &`Req.ID 303.1 IAII installed insulation is labeled ;[]Complies [iN131?,...Jorthe installed R-values ;❑Does Not _,!.provided. ❑Not Observable y ❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R ; R- ❑Complies ;See the Envelope Assemblies 402.2.6 EJ'Wood ;F1 Wood ❑Does Not ;table far values. [IN111 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable I 303.2, ;Floor insulation installed per ;❑Complies 402.2.8 ;manufacturer's instructions and {❑Does Not [IN2)1 in-substantial contact with the i U underside of the subfloor,or floor ❑Not Observable framing cavity insulation is in 1❑Not Applicable contact with the top side*of f ;sheathing,or continuous insulation is installed on the underside of floor framing and j extends from the bottom to the = top of all perimeter floor framing ; members. ; 402.1.1, ;Wall insulation R-value.If this is a; R- ; R- ;❑Complies ;See the Envelope Assemblies 4023.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood j❑Does Not ;table for values. 402.2.6 wall insulation on the wall ;0 Mass ❑ Mass ❑Not Observable [IN3)1 ;exterior,the exterior insulation l ;requirement applies(FR10). ;E] Steel 1 E] Steel Z❑Not Applicable 303.2 ;Wall insulation is installed per ❑Complies [IN411 manufacturer's instructions. G CIDoes Not �❑Not Observable - ?❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Brown Residence Report date: 0220/21 Data filename: Page 6 of 9 `SectionE Plans Verified Field.Verified al Inspection-Provisions :'Complies? Comments/Assumptions' &Req ID Value Value, - 402.1.1, ;Ceiling insulation R-value. ; 'R-- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, itable❑ Wood :❑Does Not ;table far values. 402.2.2, 402.2.6 ❑ Steel ❑ Steel ❑Not Observable [Fill' I ;❑Not Applicable 303.1.1.1,;,Ceiling insulation installed per ❑Complies ; 303.2 manufacturer's instructions. ;.. 113Does Not [F12]1 Blown insulation marked every 300 ft2. ❑Not Observable ; ❑Not Applicable 402:2:3; I'Vented attics with air permeable 4 .' ❑Complies ; [FI22]2«, insulation include baffle adjacent ` ❑Does Not to soffit and eave vents that _ extends over insulation. F`�❑Not Observable ; ❑Not Applicable 402.2:4 ;Attic access hatch and door R- R- ;❑Complies [FI3]1 ;insulation>_R-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 ; 11`117]1 ach in Climate Zones 1-2,and ; 1 :❑Does Not <=3 ach in Climate Zones 3=8. QNot Observable ![:]Not Applicable 403.3.3 ;Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies ; [F127]1 !determine air leakage with f:7 ft2 ❑Does Not either.Rough-in test:Total ;leakage measured with a i❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g.across the system including the manufacturer's air handier enclosure if installed at time 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 [FI4]1 ;cfm/100 ft2 across the system or ft2 ftz :❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa.For rough-in i❑Not Observable tests,verification may need to ;❑Not Applicable •occur during Framing Inspection. I 403.3.2.1 ;Air handler leakage designated [1`124]1 'by manufacturer at<=2%of t. ❑Complies - 1❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403:1:1:':aProgrammablethermostats t�. ;❑Complies installed for control of primary t s❑Does Not i heating and cooling systems and initially set by manufacturer to ti ' ;❑Not Obseryable tt ❑Not Applicable code specifications. f, h' y 403:1.2;',°, Heat pump thermostat installed if❑Complies {,FI1012: . °ion heat pumps. �. = :' ❑Does Not J❑Not Observable 1_ '❑Not Applicable 403:5.T-'s Circulating service hot water ; = ❑Complies [F[llJ2 systems have automatic or IDDoes Not accessible manual controls. ❑Not Observable ; '❑Not Applicable 11 High Impact(Tier 1) 2LL. Medium Impact(Tier 2) 1,1 Low Impact(Tier 3) Project Title: Brown Residence Report date: 02/20/21 Data filename: Page 7 of 9 Section Plans Verified FieVerified # Final Inspection Provisions :,„_, Complies?,., :Comments/i4ssumptions" &Req.ID Value Value. ` 40'36511,` 3All mechanical ventilation system ` , ❑Complies �I fans not part of tested and listed " []Does Not HVAC equipment meet efficacy i = j and air flow limits per Table `J'❑_Not Observable ; ,2403.6.1. ❑Not Applicable 4D3"2,z 'Hot water boilers supplying heat ,. - 1,13Complies [Fi2`6]?,'-.,;through one-or two-Pipe heating j n,.: ,..j❑Does Not systems have outdoor setback control to lower boiler water (❑Not Observable ; ;temperature based on outdoor ^ ❑Not Applicable _i- e , temperature. ;403.5:1:1-,Heated water circulation systems1 []Complies `_'�have a circulation pump.The �` 1❑Does Not a system return pipe is a dedicated pipe _ .,❑Not Observable return or a cold water supply ; pipe.Gravity and thermos- "❑Not Applicable Y4•`:,;,',,;', syphon circulation systems are not present.Controls for { circulating hot water system 3 pumps start the pump with signal i for hot water demand within the ' =.,occupancy.Controls .'. ¢automatically turn off the pump „,,3 when water is in circulation loop ; is at'set point temperature and i no demand for hot water exists. ,403'.- :,L2;;Electric heat trace systems (( ❑Complies [F129]?.; .: comply with IEEE 515.1 or UL i ❑Does Not ^, ­,515 Controls automatically j adjust the energy input to the 3❑Not Observable❑Not 1Applicable heat tracing to maintain the ,'desired water temperature in the+ t 9piping. I 403'5.2, S Demand recirculation water _ '❑Complies ' [F130]2'-- systems have controls that .' ❑Does Not ri manage operation of the pump and limit the temperature of the : 1[]Not Observable water entering the cold water ❑Not Applicable piping to<=1049F. S.. 403:5.4, j Drain water heat recovery units } „ _ . ;OComplies [F131]?.;`:.;tested in accordance with CSA l . `'❑Does Not 855.1.Potable water-side +pressure loss of drain water heat [ . ❑NotDbservable ; ;.recovery units<3 psi for ❑Not Applicable individual units connected to one +i, •' :a ;:;';or two showers.Potable water- side pressure loss of drain water €, ? '3 heat recovery units<2 psi for individual units connected'to ( i i'three or more showers. 404.1 ;90%or more of permanent '[]Complies [FI611 fixtures have high efficacy lamps. r ❑Does Not ❑Not Observable ; �• J❑Not Applicable 404:,LT—,- Fuel gas lighting systems have #❑Complies [F123]3: no continuous pilot light. . _ ❑Does Not . •�❑Not Observable ; 1❑Not Applicable 401.3:p;' `,J Compliance certificate posted. , _ . ❑Complies ; 2` ❑Does Not j❑Not Observable ❑Nat Applicable 1 High Impact(Tier 1) :2 Medium Impact(Tier 2) 3= Low Impact(Tier 3) Project Title: Brown Residence Report date: 0220/21 Data filename: Page 8 of 9 77, Section Plans Verified Field Verified Final Inspectiod,Fiirovisioris Complies? _.Comriients/Assumptions_ 6c Req.ID Value Value. 383.3 Manufacturer manuals for jpComplies [FI1813 '::{,g mechanical and water heating 3 Does Not -i systems have been provided. i pNot Observable ,i 3 Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 1,�2'1 Medium Impact(Tier 2) '3 Low Impact(Tier 3) Project Title: Brown Residence Report date: 02/20/21 Data filename: Page 9 of 9 �J( 2018 IECC Energy Efficiency Certificate Insulation Above-Grade Wall 22.50 Below-Grade Wall 0.00 Floor 19.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor S;HGC Window 0.32 0.40 Door Cooling Heating System: Cooling System Water Heater: Name: Date: Comments aiE Gi ..?' .�, �/ Si/ 4 — r�F.e? `.. �L•a'?••'tC�"�e:. ft � of .T/, :,zF. 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'�' ''� {�osaltie:Ai.n XPlres. www ��� J•::' ,�1{:�r� �• '� _' 3 y 1 ,�y+•>•...,.,,..``... ... �`.. GOS11�3550 8f _n p h'�.y„; .' ,.. .. .... .- "�. ... ' ACoR" CERTIFICATE OF LIABILITY INSURANCE F DATE A E(MMIDDN Y) 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 endorsement(s). PRODUCER CONTACT NAME: RWG Brokerage Corp. RWG Brokerage Corp PnHrcN o t: (631)757-7474 Fa No): (631)757-7488 54 BROADWAY,PO Box 352 E-MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC# GREENLAWN NY 11740 INSURER A: SOUTHWEST MARINE&GENERAL INSURANCE 1 12294 INSURED INSURERS: Loridon Builders&Remodelers LLC. INSURER c: 118 Grady Street INSURER D: INSURER E: Bayport NY 11705 INSURER F: COVERAGES CERTIFICATE NUMBER: 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. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR POLICY NUMBER MM/DD/YYYYl (MM/DDNYYYl LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE �X OCCUR DAM GE TO RENTED 100,000 PREMISES Ea occurrence $ MED EXP(Any one person) $ 5,000 A GL2019RLH00086 02/10/2020 02/10/2021 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY LK PRCTO ❑LOC PRODUCTS-COMP/OP AGG $ 2,000,000 JE OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED AUTOS ONLY AUTOS I BODILY INJURY(Per accident) $ HIRED NON-OWNED I PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? N/A E.L.EACH ACCIDENT $ (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) General Contractor When required by written contract,TOWN OF SOUTHOLD is included as additional insured. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN TOWN OF SOUTHOLD ACCORDANCE WITH THE POLICY PROVISIONS. Town Hall Annex 54375 Main Road AUTHORIZED REPRESENTATIVE P.0.Box 1179 Southold NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD STAKWorkers! s�rair£ Compensation CERTIFICATE OF INSURANCE COVERAGE Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) ib.Business Telephone Number of Insured LORIDON BUILDERS&REMODELERS LLC. 631-588-8858 118 GRADY STREET BAYPORT,NY 11704 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) 461567695 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 Town Hall Annex 54375 Main Road 3b.Policy Number of Entity Listed in Box"I a" P.O. Box 1179 DBL179389 Southold, NY 11971 3c.Policy effective period 03/27/2020 to 03/26/2022 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. E] 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 2/22/2021 By WX 4f (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 413,4C—or 513 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 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 4C or 56 of Part 1 has 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 with respect to all of his/her 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. D13-120.1 (10-17) III 1111iiiiiiiiiiiiioiiiiiiiiiiiiiiioiiiuiiiiiiillll1l NYSIF - New York state Insurance Fund 199 CHURCH STREET,NEW YORK,N.Y.10007-1100 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A^AAA 461567695 ONEGROUP OF NY INC 706 NORTH CLINTON STREET SYRACUSE NY 13204 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER LORIDON BUILDERS&REMODELERS LLC TOWN OF SOUTHOLD TOWN HALL 118 GRADY STREET ANNEX 54375 MAIN ROAD BAYPORT NY 11705 P.O. BOX 1179 SOUTHOLD NY 11971-0959 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE Z2280 884-4 149892 11/01/2020 TO 11/01/2021 2/23/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2280 884-4, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 1028175700 U-26.3 A"Sul:EOLk�, . Town Hall AnnexTelephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 C= C-0- N Southold,W 1197"959 Nr at,e-o". AN BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE-CONSTRUCTION, PRE-ENGINEERED. WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 7,12 A 2 Owner: A44-V 04XIVY iF Location of Property: /3.;'0 1YIfAe97--00k*l JeR Please take notice that the(check applicable line): New commercial or residential structure %Z Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): J Trust,type construction(TT) Pre-engineered wood construction(PW) Timber construction (TC) in the following location(s)(check applicable line): Floor taming,-including girders and beams(F) Roof,framing (R) Floor and roof framing (FIR) Signature., Name(person submitting this form): VIV6 0ti qc4rz,&L-1,10 dz* Capacity(check applicable line): Owner Owner representative TrussReql5.docx Effective 1/1/2015 Vincent Lucarelli, AIA 9 Kirkland Drive Greenlawn, NY 11740 (516)428-9548 Vlucarelli23 ggrnail.com February 17,2022 To: TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road Southold,NY 11971-0959 Re: Browne Residence 1350 Marratooka Road Mattituck NY 11952 Inspection#: 46007 To Whom It May Concern: Theis letter is to confirm that the New(3)1/3/4"x 117/8"Microlam Flush Header with (2) 1" Steel Flitch Plates is adequate to support the loads imposed by the new 2nd floor addition. If you have any further questions please contact Vincent Lucarelli, Registered Architect at(516)428- 9548. Sincerely, ��REp ARc JOHN CG J Vincent Lucarelli AIA oasz96 0� FN Bunch, Connie From: Bunch, Connie Sent: Thursday,June 02, 2022 8:55 AM To: 'vlucarelli23@gmail.com' Subject: 1350 Marratooka Road, Mattituck, Fran Browne For building permit#46007 the building inspector has stated we need 4 sets of plans for the "as built" finished basement and they will need Suffolk County Board of Health approval since that space is being used as a bedroom. Best Regards, Connie Bunch Southold Town Building Dept. 1 56'-10" 24'-4" 12'-6" 20'-0" RAFTERS AS PER PLANS O O ASPHALT ROOFING 00 ® ARCHITECTURE OVER 30#FELT ON 0 &CONSULTING 1/2"CDX PLYWOOD I VINCENT LUCARELLI A.I.A. 2"X6"FASCIA 2"X6"CEILING I 9 KIRKLAND DRIVE BOARD JOISTS @16"O.C. GREENLAWN, N.Y. 11740 N EXISTING N o 516-428-9548 UNEXCAVATED N SOFFIT VENT SIMPSON H-8 HURRICANE vlucarelli23@gmail.com (TYPICAL) TIE @ 16"O.C. HEADER A A TO ROOF RAFTER �® 4 01=7 (2)-2"X10"HEADER O PROVIDE POST 4"X4"A.C.Q.POST FJDI-E- N DEVINE CAP SIMPSON 1: ESIGNS WASTE 36"x42" AC4 STYLE BRICK OR 30"x12" LINE (CASEMENTPAVERSSIMPSON H8 'AWNING GRESS) 4"POURED < : 6 SIMPSON CBSQ44 CONC.SLAB ON ° HITECTURAL SDS2 GALVANIZED WELL TAMPED N c4L DRAFTING o � 0 POST BASE POROUS FILL o o e ° ; ... HWH UP m 34-500-3713 U_ EXISTING C.M.U. • ° ° a 10 LINCOLN AVENUE O FOUNDATION WALL SEWER O EXISTING STAIRS& 7"MINIMUM o e SIMPSON EJECTOR U RAILING TO REMAIN 12"X12"X36"DEEP O PUMP BATH w O POURED CONCRETE EMBEDMENT CBS 44—SDS2 Q HOLBROOK, N.Y. 11741 _ _o o PIER(TYPICAL) o UTILITY ROOM 7 -2 x 7 -6 �� SEAN DEVINEDESIGNS GMAIL.COM ?< (UNFINISHED) x T WALL TO PORCH DETAIL N.T.S. @ Cl)C\j ( N �0�� NEW 24"X24"X12' WJ �� BE REMOVED X z SIMPSON AC4 REVISION Z o POURED CONC. z o F- O FOOTING N O CO Q � L N r W w 19'-4" 11'-4" W N r- 2"x4"DECORATIVE ONE-PIECE PREFAB Q NEW 3 1/2" EFROM "x4" POST _ � N N N �� �- LALLY COLUMN ABOVE N HANDRAIL WINDOW WELL WITH 0 ti to zo,It k91-01, 8'-8" 81-81, 8'-6 8'-4" 2"x2"SPINDLE INTEGRAL LADDER WELL COVER,OPERATIONAL FROM I ��11 INSIDE WITHOUT KEYS,TOOLS,OR O 0 U I- EXISTING (3) -2"X10"GIRDER EXISTING (3)_2"X10"GIR ER EXISTING (3) -2"X'1-9"-GIRDER EXISTING (3) 2"X10"GIRDER EXISTING (3) -2"X10"GIRDER z 4"x4"POST SPECIAL KNOWLEDGE(R310.4) I- WW (� W -� _ _ _ _ _ W I- Z N Co EXISTING 3 1/2" EXISTING 3 1/2" CO SIMPSON H-8 HURRICANE Z P >>.. J_TIE @ 16"O.C.JOISTS Q (n W J Z CO LALLY COLUMN LALLY COLUMN M TO HEADER F- 0 LLI W U 5 W Q RECREATION AREA - 0_ W a p (D m 2E 2 (+/-T-0"CEILING) o NEW(2)-1 3/4"X9 1/2" i i Q O Z 1 W O O O MICRO LAM®HEADER '27 U 0 U -1 P (n Q O O U O (j M 5/8"0 THROUGH-BOLTED = Q ty- LL (n Q CO C) O - o ifl SIMPSON CBSQ44 2"X8"DECK JOISTS 0 W Fa- > W D D Z r @ 16"O.C. WELLS DEEPER THAN 44" W 07 W W W O x N x SDS2 GALVANIZED Z � (n 07 N � EXISTING C.M.U. POST BASE EGRESS WINDOW 18"MAXIMUM MUST BE EQUIPPED WITH W W W W > > Q A PERMANENTLY AFFIXED ELECTRIC z W z W FOUNDATION WALL 7"MINIMUM (FOR REQUIREMENTS, DISTANCE LADDER OR STEPS USABLE Z � O W W � � - 12"0 X 36"DEEP BETWEEN RUNGS, WITH THE WINDOW IN THE FULLY x O x O EXISTING POURED CONCRETE EMBEDMENT ) 12"MINIMUM OPEN POSITION(8310.2.1) O INI IcnIT PANEL cn � cn � SEE BELOW W w UNEXCAVATED PIER(TYPICAL) z RUNG WIDTH Z MECHANICAL "'061 2 (8310.2.1) ROOM CD co (UNFINISHED) DATE PEA STONE 1/24/2021 DECK DETAIL N.T.S. BACKFILL SECURE NEW WALL TO 30"x12" SCALE 1' 6" EXISTING WITH#4 BARS AWNING AS NOTED @ 12"O.C. DRILL 6" MINIMUM EMBEDMENT LADDER MUST PROJECT 3"MIN. AND GROUT SOLID EXISTING STONE FROM WALL(R310.2.1) LADDER DRAWN BY I LEDGE TO REMAIN PERMITTED TO ENCROACH 6" MAXIMUM INTO WELL AREA S.D. 44"MAXIMUM SILL (R310.2, EXCEPTION) A-A HEIGHT ABOVE CHECKED BY FINISHED FLOOR 4 OF 7 (R310.1) WITQH 36 INCH ORIZONTAL.FT.MINIMUM FLOOR REA V.L. PROJECTION AND WIDTH(R310.2) PROJECT NAME 4"PERFORATED PIPE • 25-0" 4'-6" 15'-2" 12'-2" CONTINUOUS RIDGE TEED INTO PERPENDICULAR 56-10" (TYPICAL) DRAIN IF POSSIBLE. ASPHALT ROOFING ( ) OVER 30# FELT ON (2)-1 3/4"X11 7/8" 1/2' CDX PLYWOOD MICRO LAM®RIDGE EMERGENCY E S CAPE o F O LJ DAT i O N PLAN 1 /4�� — 1 �-O�� 2"X8"COLLAR TIE AT EVERY RAFTER AND RESCUE WINDOW N.T.S. s, (UPPER 1/3rd OF ATTIC) ___ HT1 Q NEW 2"X10" ROOF 12 12 M�'�--�'--�-)i1 ('\, Q C. RAFTERS @ 16"O. 6� D6 PROVIDE 1"MINIMUM CLEARANCE W V O U \I W SNOW& ICE SHIELD ATTIC _ BETWEEN INSULATION AND ROOF O (0,� O ALL EAVES& SHEATHING AS PER CODE: R806.3 J VALLEYS 24" MIN. (R-38)BATT W r.. LL R310 ESCAPE/ RESCUE OPENINGS INSULATION 8 1/4" (R-30 C) 0 R302.9.2 SMOKE-DEVELOPED INDEX.WALL AND CEILING R308.4 HAZARDOUS LOCATIONS GLAZING IN ANY PART 2"X6" FASCIA 2"X6" FASCIA Q �"� Z BATT INSULATION FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF OF A BUILDING WALL ENCLOSING HOT TUBS, BOARD BOARD �� �( • O 4"VENT NOT GREATER THAN 450. WHIRLPOOLS, SAUNAS,STEAM ROOMS, BATHTUBS OR SOFFIT VENT 1/2"G.W.B. • Minimum O enable U SOFFIT VENT op enable WHERE THE BOTTOM EXPOSED EDGE OF THE (TYPICAL) 12" 1/2"G.W.B. NEW 2"X8" CEILING WALLS& 12.E (TYPICAL) area 5.7 s ft. ^ W ROOF GLAZING IS LESS THAN 60 INCHES MEASURED JOISTS @ 16"O.C. CEILINGS q M INCLUDING 0.1 INSULATION. INSULATION MATERIALS, VINYL SIDING OVER WALLS& h"'"I � � p VERTICALLY ABOVE THE FLOOR OR WALKING SURFACE. - VINYL SIDING OVER INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND TYVEC HOUSE WRAP CEILINGS TYVEC HOUSE WRAP • Minimum opening i� W VAPOR-PERMEABLE MEMBRANES INSTALLED WITHIN ON 1/2"CDX PLYWOOD BEDROOM#2 ON 1/2"CDX PLYWOOD �� p g to 13" NEW BATH FLOOR-CEILING ASSEMBLIES, ROOF-CEILING R302.11 FIREBLOCKING. IN COMBUSTIBLE _ (CATHEDRAL CEILING) height 24 ON 2'X6"WOOD STUDS g O C) ON 2"X6"WOOD STUDS ASSEMBLIES,WALL ASSEMBLIES, CRAWLSPACES AND CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO BEDROOM#1 CLO. openable @ 16"O.C. oo @ 16"O.C. O ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED e i Area BEARING WALL: Mlrilmuril opening T � EXCEED 25 WITH AN ACCOMPANYING SMOKE- DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE 5 1/2" (R-19) 5 1/2"(R-19) O W CATS AT MID HEIGHT � Openable DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED BARRIER BETWEEN STORIES,AND BETWEEN A TOP BATT INSULATION BATT INSULATION width 20" " X5.7 sq.ft. 1�Area i IN ACCORDANCE WITH ASTM E 84 OR UL 723. STORY AND THE ROOF SPACE. NEW 11 7/8"T.J.I.@ Mh�mum z 1 1/2 `? 1I1/2 12 16"O.C. (560 SERIES) NEW 3/4"T&G INSTALL SHEATHING e Maximum sill � 5.`7 s . " M 6 PLYWOOD SUBFLOOR SO SEAMS DO NOT �� Minimum N. RAFTER STRAPS-SIMPSON FALL ON FLOOR height of 44�� RIDGE VENT(TYPICAL) LSTA-24 PER ROOF RAFTER. CONNECTIONS RIDGE BEAM ROOF SHINGLES AS PER OWNER • Must be openable SEAL �SHOWER� OVER 30#FELT PAPER OVER 24 24" Minimum size Minimum size ` SECOND FLOOR (REFER TO PLANS) 1/2"CDX PLYWOOD SHEATHING 3" `s" 1 1/2" EXISTING CEILING �� �� NOTE: without keys or tools window for window for �[�A ALL INTERIOR DOORS TO BE 20"clear width 24"clear height n1 C JOISTS TO REMAIN �� �� �5 HN C.O. PROVIDE SIMPSON SOLID CORE WOOD DOORS C'� �Jo �U � ROOF RAFTERS LSSU210 CONNECTORS �I I� AS SELECTED BY OWNER. 4" (REFER TO PLANS) TO FACE IS 10-10d x 1-1/2"NAILS II t: U TO JOIST IS 7-10d x 1-1/2"NAILS FORMAL STUDY/ z DF/SP=2295 SPF/HF=1930 w LIVING ROOM COMPUTER ROOM EXISTING COMMON BATH ti1 BEARING WALL: Q28296 AND KITCHEN TO REMAIN OS1 1/2"J �1/2" � WALL TO I� II CATS AT MID HEIGHT � I QF 1,,I0 F� PROVIDE 1"MINIMUM BE REMOVED P\� ATTIC SPACE CLEARANCE BETWEEN INSULATION AND ROOF CUT BACK PLYWOOD 1/2" SHEATHING AS PER MINIMUM TO ALLOW FOR CODE:R806.3 SHEET TITLE FIRST FLOOR AIR FLOW. EXISTING 2"X10"FLOOR EXISTING JOISTS @ 16"O.C. (3) 2"X10"GIRDER p �r ► �� ��f� i FOUNDATION NOTE: ROOF VENT SHALL BE RIDGE FILTER NOTE.RIDGE STRAP NOT REQ'D WHEN SHINGLE VENT"AS MANUFACTURED BY 2"X6" COLLAR TIE IS LOCATED WITHIN o EXISTING 3" FAI Q�VC SECTION AIR VENT INC.' (A CERTAINTEED CO.)-OR THE UPPER 1/3 OF THE ATTIC SPACE �_ OPEN CELLAR E_II Ing 1 3 ��?� APPROVED EQUAL. INSTALL IN ACCORDANCE AND ATTACHED TO THE R.R. AT 16 O.C. C.O. TO APPROVED WITH MANUFACTURES SPECIFICATIONS. (REFER TO TABLE 3.4)AS PER THE + TOWN OF SC>E�THOLD JOB NUMBER C.O. COLOR TO MATCH NEW ROOF SHINGLES. 2015 WFCM EXISTING 3 1/2"STEEL SANITARY SYSTEMURED COLUMN ON 24"X24"X12" CONCRETE SLEXISTING 4" AB ON WELL HOUSE TRAP z POURED CONCRETE FOOTING TAMPED POROUS FILL 202 - 05 RIDGE VENT / - PL.UMBTNG D]CAGIZAM N.T.S. STRAPPING DETAIL N.T.S. USE JOIST HANGERS SHEET NUMBER SECTION A ON ALL CONNECTIONS 1 /4" — 1 '-O" - 40F7 K�j dj � z `\j ARCHITECTURE &CONSULTING _ CONTINUOUS RIDGE 24" DIAMETER UL VENT(TYPICAL)— _ DECORATIVE N 21051'20" W 123.92' VINCENT LUCARELLI A.I.A. iL —12 — —FYPON - — — — — — — — — 9 KIRKLAND DRIVE GREENLAWN N.Y. 11740 ASPHALT ROOFING _12" FLYING —$ 12 516-428 9548 OVER 30#FELT ON — GABLE— 8 I APPROVED AS NOTED UL —1/2"CDX PLYWOOD 6"TRIM— NEW VINYL SHAKE 1 ELECTRICAL vlucarelli23@gmail.com -- I -� 3l B.P.# a� INSPECTION! REOUI ED BOARD_ (IN FRONT ONLY) - 1 REMOVE EXISTING BY: O =Y BUILDIN�IG i:,E 'ARTMEN AT SEAN DEVINE STOVE CHIMNEY, 12 PATCH ROOF. '02 8 AM -0 a PM FOR THE NE 3 20 �WIr;G IrJSPECTICNS: DESIGNS JNDATION - TWO REQUIRED cV -1 POURED CONCRETE I`EW 405 A NI G — CO I 1 r , EQ DESIGNI& DRAFTING UCH - FRAMING & PLUMBING d Q NEW NEW NEW co 'JAL - COI`JSTRUCTICN MUST >ULATiON cfl TShc�S5 6'L�.CARDt..dG R� flH3046 D.H.� 3046 D.H. 2646d LL AF 25) c�co 934-500-3713 C? (EGRESS) (EGRESS) D.H. COMPLETE: OP :.0. Cry aO g '�ll _ NS RUCTICty SMALL MEET THE 10 LINCOLN AVENUE 2i;LOUIREMENTS OF THE CODES OF NEW 00 N',)RK STATE. NOT RESPONSIBLE FOR 1 HOLBROOK, N.Y. 11741 1 SEANDEVINEDESIGNS@GMAIL.COM N DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES F REVISION - _ - NEW YORK STATE & TOWN CQ )ES 11350 I AS REQUIRED AND CONDITION ' OF PLUMBER CE PFICAT1 ,41 ON LEAD CONT .-NT w (7) t NEW NEW 1 5�.-'`'nl r)7 W' "! a CERTIFICATE O/ OC Li L3046 D.H. 3046 D.H. - (EGRESS) (EGRESS) - - H SOLDER USE 'M TF 3 ILLri ll�� USTEE SUPPLY SYS7 - � N. . ,�`� EXCEEDI 2110 IF 1%• EA��• LLILI O 1 1 F- OCCUPANCY OR 0-11 NEW VINYL SHAKE EXISTING STONE (IN FRONT ONLY) TO REMAIN USE IS UNLAWFUL pl_ MBING U LOT AREA= Al L PLUI`�IPMG,WA: -E W 42,707 SQ.FT. WITHOUT CERTIFIC i i�WATER I.iI m�ES NF D ❑ F RC) N T E L E�/AT I O N (PfROPOSED - OPTION 4) 1/4" = 1 '-O" I OF OCCUPANCY T T�NG$cFO�r �� I 1 I RETAIN STORM WATER RU'llOFF O PURSUANT TO CHAPTER 2-)'6 1 OF THE TOWN CODE, Dust provide Manut, s DATE 1 1 D, J and S as per - NYS Enemy CodE 1/24/2021 I SCALE AS NOTED DRAWN BY 1 1 Blower door S.D. end ducts -ork _ X testing required. CHECKED BY EXISTING 1 N \ STORY FRAME 1 PROJECT NAME DWELLING o • 1350 } + — PROPOSED SECOND FLOOR ADDITION [71, 927 SO, ` O Li BUILDING PLAN REVIEW NOTE 1 1 W Q _ THE TOWN BUILDING PLANS EXAMINER HAS REVIEWED THE ENCLOSED I I O v • < DOCUMENT FOR MINIMUM ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS O O OF THE TOWN AS SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL CODE OF THE STATE OF NEW YORK.THIS REVIEW DOES NOT GUARANTEE COMPLIANCE WITH THAT CODE.THAT RESPONSIBILITY IS V,,, GUARANTEED UNDER THE SEAL AND SIGNATURE OF THE STATE OF NEW YORK LICENSED DESIGN PROFESSIONAL OF RECORD.THAT SEAL AND SIGNATURE HAS BEEN INTERPRETED AS AN ATTESTATION THAT, F R(D N T ELEVATION (EX I ST I NTO THE BEST OF THE LICENSEE'S BELIEF AND INFORMATION, U '�/4�� _ '� -O�� THE WORK IN THE DOCUMENT IS: 1 I W ` -ACCURATE, -CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF W W SUBMISSION, 0 -CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND VVITH VIEW TO THE SAFEGUARDING OF LIFE,HEALTH,PROPERTY ICT DO.. AND PUBLIC WELFARE, EO O IS THE RESPONSIBILITY OF THE LICENSEE. i 1 0 O a I R301.2.1.2 PROTECTION OF OPENINGS.(2015 IRC:) R311.7.8 HANDRAILS. HANDRAILS SHALL BE PROVIDED EXCEPTION :WOOD STRUCTURAL PANELS WITH A ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN MINIMUM THICKNESS OF 7/16 INCH AND A SPAN OF NOT CODE REFERENCES: _ N1008.1.2(R502.1.2)EXISTING PLUS ADDITION OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. � I Z M MORE THAN 8 FEET SHALL BE PERMITTED FOR OPENING NEW YORK STATE UNIFORM FIRE PREVENTION AND COMPLIANCE(SIMULATED PERFORMANCE PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED "Cl- ALTERNATIVE).WHERE NONCONDITIONED SPACE IS BUILDING CODE. EO TO THE FRAMING SURROUNDING THE OPENING R312.1.3 GUARD OPENING LIMITATIONS. -2020 RESIDENTIAL CODE OF NEW YORK STATE. N CHANGED TO CONDITIONED SPACE,THE ADDITION CONTAINING THE PRODUCT WITH THE GLAZED OPENING. REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, 0 SHALL COMPLY WITH THE ANNUAL ENERGY COST OR PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE RAISED FLOOR AREAS, BALCONIES AND PORCHES 00 ENERGY USE OF THE ADDITION AND THE EXISTING WITH 2020 INTERNATIONAL ENERGY CONSERVATION SEAL ANCHORAGE METHOD AND SHALL BE SECURED SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL (n PROPOSED DECK/ BUILDING,AND ANY ALTERATIONS THAT ARE PART OF ATTACHMENT HARDWARE PROVIDED.ATTACHMENTS CLOSURES THAT DO NOT ALLOW PASSAGE OF A CONSTRUCTION CODE. 1 I COVERED PORCH THE PROJECT, IS LESS THAN OR EQUAL TO THE SHALL BE DESIGNED TO RESIST THE COMPONENT AND SPHERE 4 3/8 INCHES OR MORE IN DIAMETER. PROPOSED FIRST �A�'C ANNUAL ENERGY COST OF THE EXISTING BUILDING CLADDING LOADS DETERMINED IN ACCORDANCE WITH 2018 INTERNATIONAL ENERGY CONSERVATION I ® FLOOR ADDITION �o� � ,OHN( ), WHEN MODELED IN ACCORDANCE WITH SECTION N1105. EITHER TABLE 301.2(2) OR ASCE 7,WITH THE CONSTRUCTION CODE (Res Check). PROPOSED SECOND THE ADDITION AND ANY ALTERATIONS THAT ARE PART PERMANENT CORROSION-RESISTANT ATTACHMENT R312.1.3 THE TRIANGULAR OPENINGS FORMED BY THE ® FLOOR ADDITION (� OF THE PROJECT SHALL COMPLY WITH SECTION N1105 HARDWARE PROVIDED AND ANCHORS PERMANENTLY RISER,TREAD AND BOTTOM RAIL OF A GUARD AT THE Z f ria IN ITS ENTIRETY. INSTALLED ON THE BUILDING. OPEN SIDE OF A STAIRWAY SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES IN DIAMETER. 1 _ R905.1.2 ICE BARRIERS. IN AREAS WHERE THERE HAS M1202.1 ADDITIONS,ALTERATIONS OR REPAIRS. SITE DATA LOT AREA: 42,707 SQ.FT. 1 Q '0 4� BEEN A HISTORY OF ICE FORMING ALONG THE EAVES ADDITIONS,ALTERATIONS, RENOVATIONS OR REPAIRS APPENDIX J EXISTING BUILDINGS AND STRUCTURES 1 e 125• () 2829 y(? EXISTING FLOOR AREAS: PROPOSED AREAS: CAUSING A BACK-UP OF WATER AS DESIGNATED IN TO A MECHANICAL SYSTEM SHALL CONFORM TO THE APPENDIX J CONTAINS THE PROVISIONS FOR THE OF 1�JE�1`l TABLE RI301.2(1),AN ICE BARRIER SHALL BE INSTALLED REQUIREMENTS FOR A NEW MECHANICAL SYSTEM REPAIR, RENOVATION,ALTERATION AND EXISTING FIRST FLOOR= 1,738 SQ.FT. PROPOSED FIRST FLOOR= 0 SQ.FT. FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, WITHOUT REQUIRING THE EXISTING MECHANICAL RECONSTRUCTION OF EXISTING BUILDINGS AND EXISTING SECOND FLOOR= 0 SQ.FT. PROPOSED SECOND FLOOR= 927 SQ.FT. 250 00' 2011 E MINERAL--SURFACED ROLL ROOFING, SLATE AND SLATE SYSTEM TO COMPLY WITH ALL OF THE REQUIREMENTS STRUCTURES THAT ARE WITHIN THE SCOPE OF THIS EXISTING COVERED PORCH= 0 SQ.FT. PROPOSED COVERED PORCH = 0 SQ.FT. S 29 AD SHEET TITLE TYPE-SHINGLES,WOOD SHINGLES AND WOOD SHAKES. OF THIS CODE.ADDITIONS,ALTERATIONS OR REPAIRS CODE.TO ACCOMPLISH THIS OBJECTIVE AND TO MAKE EXISTING DETACHED GARAGE= 0 SQ.FT. RAT��KA RO THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN SHALL NOT CAUSE AN EXISTING MECHANICAL SYSTEM THE REHABILITATION PROCESS MORE AVAILABLE, EXISTING TOTAL= 1,738 SQ.FT. PROPOSED TOTAL= 927 SQ.FT. MAR ELEVATIONS 2 LAYERS OF UNDER-LAYMENT CEMENTED TOGETHER, TO BECOME UNSAFE, HAZARDOUS OR OVERLOADED. THIS APPENDIX ALLOWS FOR A CONTROLLED LOT COVERAGE: OR A SELF-ADHERING POLYNIER-MODIFIED BITUMEN MINOR ADDITIONS,ALTERATIONS OR REPAIRS TO DEPARTURE FROM FULL CODE COMPLIANCE WITHOUT SHEET SHALL BE USED IN PLACE OF NORMAL UNDER- EXISTING MECHANICAL SYSTEMS SHALL MEET THE COMPROMISING MINIMUM LIFE SAFETY, FIRE SAFETY, PERCENT OF LOT COVERAGE= 1,738 SQ.FT./42,707 SQ.FT. =0.0406=4.06% LAYMENT AND EXTEND FRONT THE LOWEST EDGES OF PROVISIONS FOR NEW CONSTRUCTION, UNLESS SUCH STRUCTURAL AND ENVIRONMENTAL FEATURES OF THE & PLOT PLAN ALL ROOF SURFACES TO A PDINT NOT LESS THAN 24 WORK IS DONE IN THE SAME MANNER AND REHABILITATED EXISTING BUILDING OR STRUCTURE. FLOOR AREA RATIO INCHES, INSIDE THE EXTERIOR WALL LINE OF ARRANGEMENT AS WAS IN THE EXISTING SYSTEM, IS TOTALS OF ALL STRUCTURES/SQUARE FOOTAGE OF LOT=2,665 SQ.FT./42,707 SQ.FT.=0.0624=6.24% PLOT PLAN 1 " — 20'-0" JOB NUMBER ` THE BUILDING. NOT HAZARDOUS,AND IS APPROVED. SEE SECTION AJ501 ALTERATIONS. TOTALS OF ALL STRUCTURES (FIRST FLOOR, SECOND FLOOR, DETACHED GARAGE, SHED AND COVERED PORCH) 2021 - 05 r SHEET NUMBER 1 OF 7 ARCHITECTURE &CONSULTING CONTINUOUS RIDGE ? [GREENLAWN, CENT LUCARELLI A.I.A. VENT(TYPICAL) N 9 KIRKLAND DRIVE N.Y. 11740 516-428-9548lucarelli123 @gmail.com ASPHALT ROOFING OVER 30#FELT ON = O 1/2"CDX PLYWOOD FGN S - RAL FTING 13 A NI G 10 LINCOLN AVENUE NEw NEw NEW HOLBROOK, N.Y. 11741 3046 D.H. 3046 D.H. 3046 D.H. (EGRESS) NEW (EGRESS) VINYL (EGRESS) SEANDEVINEDESIGNS GMAIL.COM SIDING REVISION R310 ESCAPE/ RESCUE OPENINGS 0 ® � • Minimum openable area 5.7 sq.ft. -- • Minimum opening P g Z height 24" O Openable • Minimum opening Area - -- -� ct penab width 20" 5.7 sq.ft. O Area le 0 Minimum W • Maximum sill 5.1 sq.ft. � o height of 44" Minimum • Must be openable Minimum size Minimum size without keys or tools window for window for 0FT I REAR E L E VAT I O N (PROPOSED — OPTION 4) 1 /4" = 1 '_O" 20"clear width 24"clear height DATE 1/24/2021 SCALE AS NOTED DRAWN BY CONTINUOUS RIDGE CONTINUOUS RIDGE VENT(TYPICAL) VENT(TYPICAL) I S.D. I CHECKED BY V.L. 12 12 12 6� PROJECT NAME LA 12- 61 2 6 FE7751 6 6 LU NEW Z NEW VINYL O VINYL SIDING F– SIDING 0 12" 12 E 4018 12 12 1 12 r r 1 O _ N Q VINYL AW IN NEW w v U O SIDING VINYL i O � O SIDING rTl � � i 2646 2646 I� �� O rte^ REMOVE EXISTING i \ V 1 w Lt U) STOVE CHIMNEY, i M 0 PATCH ROOF. w ^/ w W O O L�j LL—ji ILJ Ll M r--� SEAL JOHN CV ), Grp U� �0 k 028296 ©4' R 1 G H T E L EVAT I O N (PROPOSED - OPTION 4) 1/41v = 1 '—O" LEFT ELEVATION (PROPOSED - OPTION 4) 1 /411 = 1 '—O" SHEET TITLE M1202.1 ADDITIONS,ALTERATIONS OR REPAIRS. ELEVATIONS ADDITIONS,ALTERATIONS, RENOVATIONS OR REPAIRS R303.7 INTERIOR STAIRWAY ILLUMINATION. TO A MECHANICAL SYSTEM SHALL CONFORM TO THE INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN & NOTE S REQUIREMENTS FOR A NEW MECHANICAL SYSTEM ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE WITHOUT REQUIRING THE EXISTING MECHANICAL LANDINGS AND TREADS.THE LIGHT SOURCE SHALL BE R303.1 HABITABLE ROOMS. HABITABLE ROOMS SHALL SYSTEM TO COMPLY WITH ALL OF THE REQUIREMENTS CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO HAVE AN AGGREGATE GLAZING AREA OF AT LEAST �- OF THIS CODE.ADDITIONS,ALTERATIONS OR REPAIRS LEVELS NOT LESS THAN 1 FOOT CANDLES(11 LUX)AS 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. R302.10.1 INSULATION. INSULATION MATERIALS, JOB NUMBER SHALL NOT CAUSE AN EXISTING MECHANICAL SYSTEM MEASURED AT THE CENTER OF TREADS AND LANDINGS. NATURAL VENTILATION SHALL BE THROUGH WINDOWS, INCLUDING FACINGS,SUCH AS VAPOR RETARDERS AND R702.7 VAPOR RETARDERS. CLASS I OR II VAPOR TO BECOME UNSAFE, HAZARDOUS OR OVERLOADED. THERE SHALL BE A WALL SWITCH AT EACH FLOOR SKYLIGHTS, DOORS, LOUVERS OR OTHER APPROVED VAPOR-PERMEABLE MEMBRANES INSTALLED WITHIN RETARDERS ARE REQUIRED ON THE INTERIOR SIDE OF MINOR ADDITIONS,ALTERATIONS OR REPAIRS TO LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS FLOOR-CEILING ASSEMBLIES, ROOF-CEILING FRAME WALLS IN CLIMATE ZONES 5,6,7,8 AND MARINE 4. O� O EXISTING MECHANICAL SYSTEMS SHALL MEET THE STAIRWAY HAS 6 OR MORE RISERS. SHALL BE PROVIDED WITH READY ACCESS OR SHALL ASSEMBLIES,WALL ASSEMBLIES,CRAWLSPACES AND PROVISIONS FOR NEW CONSTRUCTION, UNLESS SUCH EXCEPTIONS: OTHERWISE BE READILY CONTROLLABLE BY THE ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO WORK IS DONE IN THE SAME MANNER AND 1.A SWITCH IS NOT REQUIRED WHERE REMOTE, BUILDING OCCUPANTS.THE OPENABLE AREA TC THE EXCEED 25 WITH AN ACCOMPANYING SMOKE- R302.9.2 SMOKE-DEVELOPED INDEX. WALL AND CEILING ARRANGEMENT AS WAS IN THE EXISTING SYSTEM, IS CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS OUTDOORS SHALL BE AT LEAST 4 PERCENT OF THE DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF SHEET NUMBER NOT HAZARDOUS,AND IS APPROVED. PROVIDED. I FLOOR AREA BEING VENTILATED. IN ACCORDANCE WITH ASTM E 84 OR UL 723. NOT GREATER THAN 450. 2 OF 7 56'-10" 24'-4" 12'-6" 20'-0" 74" 17'-0" ARCHITECTURE 18"x D 1 8 x 4 &CONSULTING FIXED DN FIXED 266 mW VINCENT LUCARELLI A.I.A. 9 KIRKLAND DRIVE GREENLAWN, N.Y. 11740 z _ z 516-428-9548 � I X of AL00 w 00 Lu L INTERIOR DOORS TO BE I vlucarelli23@gmail.com v Q SOLID CORE WOOD DOORS U DEN U �, AS SELECTED BY OWNER. N A A NATE: SEAN DEV r 4 OF 7 ALL INTERIOR DOORS TO BE (CATHEDRAL CEILING) r LINE OF AS SELECTED BY OWNER. X w 11 -6 X 11 8 o � 3s' 6" I I WALL BELOW SOLID CORE WOOD DOORS o� w � w I DESIGNS w - w � U `r U 3'-2" 10'-6" 5'-6" 5'-4" 12'-0" ARCHITECTURAL I DN NEW 2°x6°wooD I I I DESIGN & DRAFTING STUDS @ 16"O.C. NEW 3046 NEW 3046 NEW 3024 NEW'3046 NEW 3046 24"x38" Wx24" (INSULATE WITH R 19) D.H. (E (ESS) D.H. (EGRESS) AWNING D.H ( G ESS) 934-500-3713 D.H. (EGRESS) D.H. AWNING 42"x42" D.H. .. f, 10 LINCOLN AVENUE REPLACE EXISTING '11 ° o x'66 HOLBROOK, N.Y. 11741 WINDOW WITH EGRESS c� ih DN ( „ - O _ Q �6 ><1 SEANDEVINEDESIGNS@GMAIL.COM KING BED w 13' 6" BATH \� �� w KITCHEN �,-.-:. - LL U QUEEN ED c7 s'-0"x - cr (8'-0"CEILING) �a - °O ° z z REVISION Lu STUDY/ - 8'- 10" oo _ I F- cwn 11'-0"X 1 F-2" '+_ :'D: :: Q o, `° I O COMPUTER ROOM 5'-0" 5' �J 19' s" � 0 11'-4" I _ BEDROOM#2 - O o o o i i o 0 o m w i0 r eo o r CATHEDRAL CEILING r BATH - '- (8'-0" CEILING) BREAKFAST '� �' �-:r E2 LAUNDRY < N ( ) — @ 00 @� a W 13'-6" x 0" BATH AREA T U " - ROOM M w 15'- l0 x 11 -o w 5 -o x X co r x � C5 O ,I: Eo W ED _ F- Y 11 -0cm ? 0 5'-0 X o 8'-6"X 11'-2" w : ;. �� 11'-4"X 7'-8" p w " LINE OF SPLAY c00o U 1 N W BEDROOM#3 Q w = - n o Z C0 . i, .. . i IY (0 O ;..o > F- w O s z (0 ®CM 11 0 EXISTING T �" .� .,� ���i � IN CEILING ® N o Z Q (8'-0"CEILING) z o O cor X KITCHEN ISLAND N T-4" 2'-0" 14'-0"X 12'-0" 12' G - - -. 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(EGRESS) +/-9' 0" LINE OF ;�-- SFT ESS NEW 2646D.H. <<:r: WALL ABOVE EXISTING STOOP i I AR(;�I (AFOC25) 50 CHECKED BY 1 _g TO REMAIN EXISTING TO REMAIN o STORAGE I 1' s" 7' 6" 8'-2" 3'-10" 3'-6" 4'-3" 4'-3" 2'-4" 2'-8' V.L. 11'-2"X T-0" A-A 15'-8" T-4" 8'-6" 5'-0" PROJECT NAME A-A I I 40F7 3s'-6" 4OF7 I I S E C O N O F L O O R P LAI` 1 /4"' = 111-oll• Z (PROPOSED — OPTION 4) (PROPOSED = 927 SQ.FT. o � l N 25'-0" 4'-6" 15'-2" 12'-2" Q 56'-10" U O V � O o R303.7 INTERIOR STAIRWAY ILLUMINATION. �..� r� LL F I RST F L00 R PLAN (EXISTING = 1 ,738 SQ.F'T.) (PROPOSED = O SQ.FT.) 1 /411 = 111-0119 INTERIOR STAIRWAYS SHALL L PROVIDEDWITHAN �, R302.11 FIREBLOCKING. IN COMBUSTIBLE ARTI�=ICTAL LIGHT SOURCE TO ILLUMINATE THE Q Z In CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO M1202.1 ADDITIONS,ALTERATIONS OR REPAIRS. LANDINGS AND TREADS.THE LIGHT SOURCE SHALL BE O �� E"�I O (PROPOSED - OPTION 4) CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED ADDITIONS,ALTERATIONS, RENOVATIONS OR REPAIRS CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO ^/ [� W DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE TO A MECHANICAL SYSTEM SHALL CONFORM TO THE LEVELS NOT LESS THAN 1 FOOT CANDLES(11 LUX)AS F•G•� [� BARRIER BETWEEN STORIES,AND BETWEEN A TOP REQUIREMENTS FOR A NEW MECHANICAL SYSTEM (A M1305.1.3 APPLIANCES IN ATTICS.ATTICS CONTAINING MEASURED AT THE CENTER OF TREADS AND LANDINGS. STORY AND THE ROOF SPACE. WITHOUT REQUIRING THE EXISTING MECHANICAL p APPLIANCES SHALL BE PROVIDED WITH AN OPENING THERE SHALL BE A WALL SWITCH AT EACH FLOOR SYSTEM TO COMPLY WITH ALL OF THE REQUIREMENTS AND A CLEAR AND UNOBSTRUCTED PASSAGEWAY LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE U) R303.1 HABITABLE ROOMS. HABITABLE ROOMS SHALL OF THIS CODE.ADDITIONS,ALTERATIONS OR REPAIRS LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST SHALL NOT CAUSE AN EXISTING MECHANICAL SYSTEM STAIRWAY HAS 6 OR MORE RISERS. � O APPLIANCE, BUT NOT LESS THAN 30 INCHES HIGH AND HAVE AN AGGREGATE GLAZING AREA OF AT LEAST EXCEPTIONS: 0- 22 INCHES WIDE AND NOT MORE THAN 20 FEET LONG R311.7.8 HANDRAILS. HANDRAILS SHALL BE PROVIDED 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. TO BECOME UNSAFE, HAZARDOUS OR OVERLOADED. O 1.A SWITCH IS NOT REQUIRED WHERE REMOTE, R702.7 VAPOR RETARDERS. CLASS I OR II VAPOR NATURAL VENTILATION SHALL BE THROUGH WINDOWS, MINOR ADDITIONS,ALTERATIONS OR REPAIRS TO � MEASURED ALONG THE CENTERLINE OF THE PASSAGE- ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS RETARDERS ARE REQUIRED ON THE INTERIOR SIDE OF SKYLIGHTS, DOORS,LOUVERS OR OTHER APPROVED EXISTING MECHANICAL SYSTEMS SHALL MEET THE 0- PASSAGEWAY FROM THE OPENING TO THE APPLIANCE.THE OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. PROVISIONS FOR NEW CONSTRUCTION,UNLESS SUCH PROVIDED. PASSAGEWAY SHALL HAVE CONTINUOUS SOLID R302.10.1 INSULATION. INSULATION MATERIALS, FRAME WALLS IN CLIMATE ZONES 5,6,7,8 AND MARINE 4. OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS FLOORING NOT LESS THAN 24 INCHES WIDE.A LEVEL INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND SHALL BE PROVIDED WITH READY ACCESS OR SHALL WORK IS DONE IN THE SAME MANNER AND R312.1.3 GUARD OPENING LIMITATIONS. VAPOR-PERMEABLE MEMBRANES INSTALLED WITHIN OTHERWISE BE READILY CONTROLLABLE BY THE ARRANGEMENT AS WAS IN THE EXISTING SYSTEM, IS SERVICE SPACE NOT LESS THAN 30 INCHES DEEP REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, FLOOR-CEILING ASSEMBLIES, ROOF-CEILING R302.9.2 SMOKE-DEVELOPED INDEX. WALL AND CEILING BUILDING OCCUPANTS.THE OPENABLE AREA TO THE NOT HAZARDOUS,AND IS APPROVED. LEGEND AND 30 INCHES WIDE SHALL BE PRE=SENT ALONG ALL RAISED FLOOR AREAS, BALCONIES AND PORCHES ASSEMBLIES,WALL ASSEMBLIES,CRAWLSPACES AND FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF OUTDOORS SHALL BE AT LEAST 4 PERCENT OF THE SIDES E THE APPLIANCE WHERE DIMENSIONS ACCESS IS REQUIRED. SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO NOT GREATER THAN 450. FLOOR AREA BEING VENTILATED. THE CLEAR ACCESS OPENING DIMENSIONS SHALL BE CLOSURES THAT DO NOT ALLOW PASSAGE OF A EXCEED 25 WITH AN ACCOMPANYING SMOKE SOLID LINE WALL DENOTES EXISTING WALL TO REMAIN. SEAL NOT LESS THAN 20 INCHES BY 30 INCHES,AND LARGE SPHERE 4 3/8 INCHES OR MORE IN DIAMETER. DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED NOTE:TO THE BEST OF MY KNOWLEDGE, BELIEF AND ENOUGH TO ALLOW REMOVAL OF THE LARGEST R502.2.2 BLOCKING AND SUBFLOORING. BLOCKING PROFESSIONAL JUDGMENT,THESE PLANS AND/OR APPLIANCE. IN ACCORDANCE WITH ASTM E 84 OR UL 723. AIR SEALING REQUIRED: �EZED�1� SHALL BE A MINIMUM OF UTILITY GRADE LUMBER. SPECIFICATIONS ARE IN COMPLIANCE WITH THE — — DOTTED LINE WALL DENOTES EXISTING WALL TO BE C THE BUILDING THERMAL ENVELOPE SHOULD BE DURABLY SEALED TO LIMIT INFILTRATION. — 5 R312.1.3 THE TRIANGULAR OPENINGS FORMED BY THE SUBFLOORING SHALL BE A MINIMUM OF UTILITY GRADE NEW YORK STATE UNIFORM FIRE PREVENTION AND — — — REMOVED.ADEQUATE TEMPORARY BRACING SHALL C9� �spHN<� THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENT M1305.1.4 APPLIANCES UNDER FLOORS. UNDER-FLOOR RISER,TREAD AND BOTTOM RAIL OF A GUARD AT THE N1103.6(R403.6)MECHANICAL VENTILATION LUMBER OR NO.4 COMMON GRADE BOARDS. BUILDING CODE. OPEN SIDE OF A STAIRWAY SHALL NOT ALLOW PASSAGE (MANDATORY).THE BUILDING SHALL BE PROVIDED WITH EXPANSION AND CONTRACTION. BE PROVIDED AT ALL TIMES. !te SPACES CONTAINING APPLIANCES SHALL BE PROVIDED OF A SPHERE 6 INCHES IN DIAMETER. VENTILATION THAT MEETS THE REQUIREMENTS OF THE FOLLOWING SHALL BE CAULKED,GASKETED,WEATHER STRIPPED OR OTHERWISE WITH AN UNOBSTRUCTED PASSAGEWAY LARGE SEALED WITH AN AIR BARRIER MATERIAL,SUITABLE FILM OR SOLID MATERIAL: SECTION M1507 OF THIS CODE OR THE INTERNATIONAL R502.1.2 END-JOINTED LUMBER. �_ SHADED WALL DENOTES PROPOSED WALL. INTERIOR ENOUGH TO REMOVE THE LARGEST APPLIANCE, BUT MECHANICAL CODE,AS APPLICABLE. APPROVED END-JOINTED LUMBER IDENTIFIED BY A ALL JOINTS,SEAMS AND PENETRATIONS HEADER SCHEDULE WALLS TO BE 2"X4"WOOD STUDS AT 16"O.C.WITH NOT LESS THAN 30 INCHES HIGH AND 22 INCHES WIDE, APPENDIX J EXISTING BUILDINGS AND STRUCTURES GRADE MARK CONFORMING TO R501.1 MAY BE USED • SITE BUILT WINDOWS,DOORS AND SKYLIGHTS NOR MORE THAN 20 FEET LONG MEASURED ALONG THE APPENDIX J CONTAINS THE PROVISIONS FOR THE INTERCHANGEABLY WITH SOLID-SAWN MEMBERS OPENINGS BETWEEN WINDOW AND DOOR ASSEMBLIES EXI1/2"STING GYPSUM BOARD BOTH SIDES UI TO MATCH 02$296 CENTERLINE OF THE PASSAGEWAY FROM THE OPENING REPAIR, RENOVATION,ALTERATION AND N1104.1 LIGHTING EQUIPMENT(MANDATORY). NOT LESS AND THEIR RESPECTIVE JAMBS AND FRAMING UTILITY PENETRATIONS ALL WOOD FRAMING INCLUDING JOISTS, EXISTING ADJACENT WALL AS REQUIRED. TO THE APPLIANCE.A LEVEL SERVICE SPACE AT LEAST OF THE SAME SPECIES AND GRADE. EXTERIOR WALLS TO BE 2"X4"WOOD STUDS AT O fi NES RECONSTRUCTION OF EXISTING BUILDINGS AND THAN 75 PERCENT OF THE LAMPS IN PERMANENTLY • DROPPED CEILINGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE BEAMS, POSTS, STUDS, ETC. TO BE 30 INCHES DEEP AND 30 INCHES WIDE SHALL BE STRUCTURES THAT ARE WITHIN THE SCOPE OF THIS INSTALLED LIGHTING FIXTURES SHALL BE HIGH- • KNEE WALLS 16"O.C.WITH R-15 BATT INSULATION OR MATCH PRESENT AT THE FRONT OR SERVICE SIDE OF CODE.TO ACCOMPLISH THIS OBJECTIVE AND TO MAKE EFFICACY LAMPS OR NOT LESS THAN 75 PERCENT OF R806.1 VENTILATION REQUIRED. WALLS AND CEILINGS SEPARATING GARAGE FROM CONDITIONED SPACES DOUG. FIR OR BETTER. EXISTING ADJACENT WALL AS REQUIRED. THE APPLIANCE. THE REHABILITATION PROCESS MORE AVAILABLE, THE PERMANENTLY INSTALLED LIGHTING FIXTURES ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES . BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS SHEET TITLE FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THIS APPENDIX ALLOWS FOR A CONTROLLED SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. COMMON WALLS BETWEEN DWELLING UNITS NOMINAL LUMBER SIZE: SPANS: —•-_—_ ALL WALLS PARALLEL WITH FLOOR JOIST SHALL BE FLOOR PLA DEPARTURE FROM FULL CODE COMPLIANCE WITHOUT THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE ATTIC ACCESS OPENINGS PROVIDED WITH DOUBLE FLOOR JOISTS AS SOLID M1502.1 GENERAL.CLOTHES DRYERS SHALL BE COMPROMISING MINIMUM LIFE SAFETY, FIRE SAFETY, CROSS VENTILATION FOR EACH SEPARATE SPACE BY OTHER SOURCES OF INFILTRATION (2) 2X6 UP TO Y-1 l" BEARING BENEATH. PLANS , EXHAUSTED IN ACCORDANCE WITH MANUFACTURER'S STRUCTURAL AND ENVIRONMENTAL FEATURES OF THE N1008.1.2(R502.1.2) EXISTING PLUS ADDITION VENTILATING OPENINGS PROTECTED AGAINST THE . RIM JOIST JUNCTIONS INSTRUCTIONS. REHABILITATED EXISTING BUILDING OR STRUCTURE. COMPLIANCE(SIMULATED PERFORMANCE ENTRANCE OF RAIN OR SNOW. VENTILATING OPENINGS . SILL PLATES AND HEADERS (2) 2X8 4'-O" TO S'-11" NOTES & LEGEND ALTERNATIVE).WHERE NONCONDITIONED SPACE IS SHALL BE PROVIDED WITH CORROSION-RESISTANT -FOAM PLASTIC(SPRAY FOAM INSULATION) SHALL BE PERMITTED TO BE SPRAY APPLIED TO ® SMOKE DETECTOR (U.L. RATED) MUST BE INTERCONNECTED SEE SECTION AJ501 ALTERATIONS. CHANGED TO CONDITIONED SPACE,THE ADDITION WIRE MESH,WITH 1/8 INCH MINIMUM TO 1/4 INCH A SILL PLATE, HEADER,AND RIM JOISTS WITHOUT THE THERMAL BARRIER AS SPECIFIED AND HARDWIRED WITH BATTERY BACK-UP:SINGLE AND M1502.2 INDEPENDENT EXHAUST SYSTEMS. SHALL COMPLY WITH THE ANNUAL ENERGY COST OR MAXIMUM OPENINGS. IN THE RESIDENTIAL CODE OF NYS,SECT.314.4 SUBJECT TO ALL OF THE FOLLOWING: (2) 2X1O 6'-0" TO T-11" MULTIPLE STATION SMOKE ALARMS AS PER R314 OF THE JOB NUMBER DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT ENERGY USE OF THE ADDITION AND THE EXISTING -THE MAXIMUM THICKNESS OF FOAM PLASTIC SHALL BE 3-1/4" 2015 INTERNATIONAL RESIDENTIAL CODE. OF ALL OTHER SYSTEMS AND SHALL CONVEY THE AJ601.4 CEILING HEIGHT. BUILDING,AND ANY ALTERATIONS THAT ARE PART OF (2) 2X12 8'-0" TO 10'-0" I�MOISTURE TO THE OUTDOORS. HABITABLE SPACES CREATED IN EXISTING BASEMENTS THE PROJECT, IS LESS THAN OR EQUAL TO THE R807.1 ATTIC ACCESS. -THE DENSITY OF THE FOAM PLASTIC SHALL BE IN THE RANGE OF 0.5 TO 2021 - 05 SHALL HAVE CEILING HEIGHTS OF AT LEAST 6 FEET, ANNUAL ENERGY COST OF THE EXISTING BUILDING IN BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF 2.0 POUNDS PER CUBIC FOOT POSTS SHALL BE 4X4 (NOMINAL) CARBON MONOXIDE DETECTOR (U.L. RATED) HARDWIRED: 8 INCHES, (EXCEPTION:6 FEET,4 INCHES AT WHEN MODELED IN ACCORDANCE WITH SECTION N1105. CONSTRUCTION,AN ATTIC ACCESS OPENING SHALL BE * NOTE: ALL SIZES CALLED OUT ON ANY OF M INSTALL A MINIMUM OF ONE CARBON MONOXIDE M1601 DRYER VENTS, HOSE BIBS,AND PIPES OR DUCTS OBSTRUCTIONS FROM THE BASEMENT FLOOR. -THE FOAM PLASTIC SHALL HAVE A FLAME SPREAD INDEX OF 25 OR LESS AND AN THE ADDITION AND ANY ALTERATIONS THAT ARE PART PROVIDED TO ATTIC AREAS THAT EXCEED 30 SQUARE DETECTOR IN THE VICINITY OF SLEEPING AREAS THAT PENETRATE AN EXTERIOR SURFACE MUST BE EXISTING FINISHED CEILING HEIGHTS IN NON-HABITABLEACCOMPANYING SMOKE DEVELOPED INDEX OF 450 OR LESS WHEN TESTED IN THE FOLLOWING DRAWINGS WILL SUPERCEDE OF THE PROJECT SHALL COMPLY WITH SECTION N1105 FEET AND HAVE A VERTICAL HEIGHT OF 30 INCHES OR ACCORDANCE WITH ASTM E84 AT THE LOWEST LEVEL WITH SLEEPING AREAS. SHEET NUMBER SEALED TO ALLOW NO AIR TO INFILTRATE THE PROJECT. SPACES IN BASEMENTS SHALL NOT BE REDUCED. IN ITS ENTIRETY. GREATER. THIS SCHEDULE. 30F7 56'-10" 24'-4" 12'-6" k 20'-0" 2"x4"DECORATIVE ° ARCHITECTURE HANDRAIL O 2"x2"SPINDLE O O &CONSULTING _ ° 4"x4"POST VINCENT LUCARELLI A.I.A. z i ® 9 KIRKLAND DRIVE SIMPSON H-8 HURRICANE GREENLAWN, N.Y. 11740 iv EXISTING � N ('7 TIE @16"O.C.JOISTS � 516-428-9548 r TO HEADER r UNEXCAVATEDvlucarelli23@gmail.com NEW(2)-1 3/4"X91/2" ° <A-A MICRO-LAM®HEADER ® O OF 7 5/8"0 THROUGH-BOLTED 2"X8"DECK JOISTS SEAN DEVME . SIMPSON CBSQ44- @ 16"O.C. SDS2 GALVANIZED DESIGNS POST BASE / 30"x`12" WASTE 30"x 12" AWNING LINE AWNING 12'x.3 X 36"DEEP EMBEDMENT NIMUM SIMPSON H8 ARCHITECTURAL POURED CONCRETE PIER(TYPICAL) z DESIGN & DRAFTING 4 e 934-500-3713 HWH UP M EXISTING C.M.U. 10 LINCOLN AVENUE FOUNDATION WALL p SEWER o EXISTING STAIRS& o o ° HOLBROOK, N.Y. 11741 � O EJECTOR BATH � O RAILING TO REMAIN DECK DETAIL ° o UTILITY ROOM �,_2.,x�, 6.., o y N. .s_ ° m SEANDEVINEDESIGNS@GMAIL.COM N (UNFINIs D) @ N ®cM ` N z ° ° m S IMP S ON Z N Eo 6� z @ STORAGE X z ° CBSQ44-SDS2 REVISION � I- 0 co < Ln O� L �, Q RAFTERS AS — w w PER PLANS ,i ASPHALT ROOFING SIMP S ON AC4 Q N �O CV _ OVER 30#FELT ON _� 91-0 81-81, -8" 8'-6" 8'-4" 1/2"COX PLYWOOD EXISTING (3)-2"X10" GIRDER EXISTING (3) -2"X10"GIR ER EXISTING (3) -2"X10" GIRDER EXISTING (3) -2"X10" GIRDER EXISTING (3) -2"X10"GIRDER 2"X6"FASCIA 2"XCEILING BOARD NAILING SCHEDULE N JOISTS CEI O.C. � — — — 6" FROM WOOD FRAME CONOTRUCTION MANUAL 2015 EDITION, Z EXISTING 3 1/2" EXISTING 3 1/2" WITH 140 MPH HICIH WIND DE�IG)N (�UPPLEMEHTS (APPLIES TO 130 MPH A� WELL) O LALLY COLUMN EXISTING LALLY COLUMN SOFFIT VENT SIMPSON H-8 HURRICANE JOINT DESCRIPTION REFERENCE NUMBER OF NUMBER OF NAIL ~ (TYPICAL) TIE @ 16"O.C. HEADER OPEN CELLAR TO ROOF RAFTER TABLE COMMON NAILS BOX NAILS SPACING (+/-T-0"CEILING) o ROOF FRAMING♦ OC D[ (2)-2"X10"HEADER � O O � RAFTER TO TOP PLATE TABLE 3.4A 3-8d 3-10d PER RAFTER 0 � �w �n _j PROVIDE POST 4"X4"A.C.Q.POST CEILING JOIST TO TOP TABLE 3.4A 3-8d 3-10d PER JOIST '�`� ter/ PLATE TOE NAILED CAP SIMPSON ( ) o co � o cfl BRICK OR AC4 STYLE CEILING JOIST TO TABLE 3-9A 11-16d 11-40d EACH LAP N N N PAVERS PARALLEL RAFTER (FACE-NAILED) AV CO ~ C7 H EXISTING C.M.U. 4"POURED CEILING JOIST LAPS TABLE 3-9A 11-16d 11-40d EACH LAP E:LECTRI Z Z D FOUNDATION WALL SIMPSON CBSQ44- CONC.SLAB ON OVER PARTITIONS 1 6 PANEL c~n Ln O� EXISTING SDS2 GALVANIZED WELLTAMPED COLLAR TIE TO TABLE 3-6A 3-8d 3-10d PER TIE w w UNEXCAVATED POST BASE POROUS FILL RAFTERS MECHANICAL `�06 BLOCKING TO RAFTER 2-8d 2-1Od EACH END ROOM TOE NAILED DATE RIM BOARD TO RAFTER 2-16d 3-16d EACH END (UI\IFINISHED) 7"MINIMUM END NAILED 12"X12"X36"DEEP 1/24/2021 '% POURED CONCRETE EMBEDMENT WALL FRAMING# PIER(TYPICAL) TOP PLATE TO TOP PLATE 2-16d (1) 2-16d (1) PER FOOT (FACE NAILED) SCALE SECURE NEW WALL TO 30"x12" PORCH DETAIL N.T.S. TOP PLATES AT INTERSECTIONS 4-16d 5-16d JOINTS - EACH SIDE AS NOTED EXISTING WITH#4 BARS W17NG (FACE NAILED) 12"O.C. DRILL 6" STUD TO STUD FACE NAILED 2-16d 2-16d 24"O.C' DRAWN BY MINIMUM EMBEDMENT HEADER TO HEADER (FACE NAILED) _ 16d 16d 16" 0.0 ALONG EDGES AND GROUT SOLID EXISTING STONE TOP OR BOTTOM PLATE TABLE 3.:iA 1-16d 1-16d PER STUD co LEDGE TO REMAI TO STUD ( END NAILED) S.D. BOTTOM PLATE TO FLOOR JOIST 2-16d (1,2) 2-16d (1,2) PER FOOT r BANDJOIST ENDJOIST OR BLOKING CHECKED BY A-A (FACE NAILED) V.L. 4 OF 7 FLOOR FRAMING,} JOIST TO SILL, TOP PLATE 4-8d 4-10d EACH END PROJECT NAME OR GIRDER (TOE NAILED) BRIDGING TO JOIST 2-8d 2-10d EACH JOIST • CONTINUOUS RIDGE (TOE NAILED) 25'-0" 4'6" 15' 2" 12'-2" ASPHALT ROOFING VENT(TYPICAL) BLOCKING TO JOIST 2-8d 2-10d EACH END 56'-10" OVER 30#FELT ON (2)-1 3/4"X11 7/8" (TOE NAILED) _ 1/2"CDX PLYWOOD MICRO-LAM®RIDGE BLOCKING TO SILL OR 3-16d 4-16d EACH BLOCK Z TOP PLATE (TOE NAILED) 0 F O IU OAT I O A N PLAN /4" — 1 '_Q" X8"COLLAR TIE F- AT EVERY RAFTER LEDGER STRIP TO 3-16d 4-16d EACH JOIST � (UPPER 1/3rd OF ATTIC) _____ BEAM(FACE NAILED) W Q NEW 2"X10' ROOF 12 '----- --- 12 JOIST LEDGER TO BEAM 3-8d 3-10d EACH END r�l l- O _ ` N ix 6 6 N (FACE NAILED) V w v = . RAFTERS @ 16"O.C. � � PROVIDE 1" MINIMUM CLEARANCE BANDJOIST TO JOIST 3-16d 4-16d EACH END O BETWEEN INSULATION AND ROOF O O SNOW& ICE SHIELD ,ATTIC (END-NAILED) ALL EAVES & SHEATHING AS PER CODE: R806.3 BANDJOIST TO SILL OR 2-16d(1) 3-16d PER FOOT �...� r� LL VALLEYS 24" MIN. (R-33) BATT TOP PLATE (TOE NAILED) R -30 C R308.4 HAZARDOUS LOCATIONS GLAZING IN ANY PART INSULATION 8 1/4" R302.9.2 SMOKE-DEVELOPED INDEX.WALL AND CEILING 2"X6" FASCIA ( ) 2"X6" FASCIA ^ Z FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF OF A BUILDING WALL ENCLOSING HOT TUBS, BOARD BATT INSULATION . 0 4"VENT NOT GREATER THAN 450. WHIRLPOOLS, SAUNAS,STEAM ROOMS, BATHTUBS ORBOARD 1/2"G.W.B. JOINT DESCRIPTION REFERENCE NUMBER OF NUMBER OF NAIL ~� U T� SHOWERS WHERE THE BOTTOM EXPOSED EDGE OF THE SOFFIT VENT SOFFIT VENT TABLE COMMON NAILS BOX NAILS SPACING V 1 W ROOF GLAZING IS LESS THAN 60 INCHES MEASURED (TYPICAL) 12" 1/2"G.W.B. NEW 2"X8" CEILING WALLS & (TYPICAL) ROOFHEATHING3 12" � R302.10.1 INSULATION. INSULATION MATERIALS, VERTICALLY ABOVE THE FLOOR OR WALKING SURFACE. VINYL SIDING OVER WALLS & JOISTS @ 16"O.C. CEILINGS p INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND - VINYL SIDING OVER STRUCTURAL PANELS TABLE 3.10 8d 10d 6" EDGE w CEILINGS TYVEC HOUSE WRAP Q RAFTERS OR TRUSSES SPACED UP 6" FIELD VAPOR-PERMEABLE MEMBRANES INSTALLED WITHIN BEDROOM#2 TYVEC HOUSE WRAP cf) 3" NEW BATH FLOOR-CEILING ASSEMBLIES, ROOF-CEILING R302.11 FIREBLOCKING. IN COMBUSTIBLE ON 1/2"CDX PLYWOOD ON 1/2"CDX PLYWOOD TO 16" O.C. O ON 2"X6"WOOD STUDS (CATHEDRAL CEILING) RAFTERS OR TRUSSES SPACED UP 0- _ r`�+ ASSEMBLIES,WALL ASSEMBLIES,CRAWLSPACES AND CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO o ON 2"X6"WOOD STUDS 8d 10d 4" EDGE ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED @ 16"O.C. b BEDROOM #1 CLO. TO 24" O.C. @ 16' O.C. 4" FIELD � EXCEED 25 WITH AN ACCOMPANYING SMOKE- DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE1 GABLE END WALL RAKE OR RAKE 6" EDGE O a 5 1/2" (R-19) 5 1/2" (R-19) TRUSS WITHOUT GABLE OVERHANG 8d 10d DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED BARRIER BETWEEN STORIES,AND BETWEEN A TOP BATT INSULATION BEARING WALL: BATT INSULATION 6" FIELD 111/2" 2"1 111/2" IN ACCORDANCE WITH ASTM E 84 OR UL 723. STORY AND THE ROOF SPACE. 3/4"T&G CATS AT MID HEIGHT GABLE END WALL RAKE OR RAKE M 12 INSTALL SHEATHING TRUSS WITH STRUCTURAL r� PLYWOOD SO SEAMS DO NOT 8d 10d 6" EDGE 1 1 RAFTER STRAPS SIMPSON 6 SUBFLOOR FALL FLOOR OUTLOOKERS 6" FIELD RIDGE VENT(TYPICAL) LSTA-24 PER ROOF RAFTER. NE GABLE END WALL RAKE OR RAKE CONNECTIONS TRUSS WITH LOOKOUT BLOCKS 8d 10d 4" EDGE ROOF SHINGLES AS PER OWNER 0191 4" FIELD SEAL �SHOWER� RIDGE BEAM OVER 30#FELT PAPER OVER 24" SECOND FLOOR (REFER TO PLANS) 1/2"CDX PLYWOOD SHEATHING NEW 11 7/8"T.J.I. @ II II NOTE: 24 CEILING} OHEATHINCI 3" 3" 1 1/2" 16"O.C. (560 SERIES) II II ALL INTERIOR DOORS TO BE GYPSUM WALLBOARD 5d COOLERS 7" EDGE 10" FIELD ,���,ED DA SOLID CORE WOOD DOORS �� JOHN PROVIDE SIMPSON WALL {9HEATHINCI C.O. ROOF RAFTERS LSSU210 CONNECTORS II II AS SELECTED BY OWNER. STRUCTURAL PANELS STUDS SPACED TABLE 3.11 8d 10d 6" EDGES t�� �C3 4" (REFER TO PLANS) TO FACE IS 10-10d x 1-1/2"NAILS _ I II FORMAL STUDY/ UPTO 24" O.C. 12" INTERMEDIATE TO JOIST IS 7-10d x 1-1/2"NAILS o II SUPPORTS (FIELD) Z �� DF/SP=2295 SPF/HF=1930 w LIVING ROOM I COMPUTER ROOM 112" OR 25/32" FIBERBOARD PANELS 8d 10d 3" EDGE 6" FIELD 7 EXISTING COMMGN BATH WALL TO II BEARING WALL: GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE 10" FIELD AND KITCHEN TO REMAIN 0�1 1/2"J 1/2„ BE REMOVEDII II CATS AT MID HEIGHT 2820 -1(0 PROVIDE 1 MINIMUM II II d� ly�� ATTIC SPACE CLEARANCE BETWEEN FLOOR HEATHINO CUT BACK PLYWOOD 1/2" INSULATION AND ROOF lul STRUCTURAL PANELS MINIMUM TO ALLOW FOR SHEATHING AS PER 1" OR LESS 8d 10d 6 EDGE 12 FIELD AIR FLOW. CODE:R806.3 EXISTING 2"X10"FLOOR EXISTING SHEET TITLE FIRST FLOOR GREATER THAN 1" 10d 16d 6"EDGE 6' FIELD F "O.C. JOISTS @ 16 (3) -2"x1°"GIRDER FOUNDATION NOTE: ROOF VENT SHALL BE"RIDGE FILTER j NOTE: RIDGE STRAP NOT REQ'D WHENo EXISTING NOTES: SHINGLE VENT"AS MANUFACTURED BY 2"X6"COLLAR TIE IS LOCATED WITHIN 1. NAILING REQUIREMENTS ARE BASED UPON WALL SHEATHING NAILED 6" O.C. AT THE PANEL EDGE. IF WALL & SECTIO N � OPEN CELLAR 3" FAI AIR VENT INC.'(A CERTAINTEED CO.)-OR THE UPPER 1/3 OF THE ATTIC SPACE SHEATHING IS NAILED 3" O.C. AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING APPROVED EQUAL. INSTALL IN ACCORDANCE AND ATTACHED TO THE R.R.AT 16"O.C. + REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED OR ALTERNATE CONNECTORS, SUCH A H „ C.O. NN S SHEAR TC APPROVED WITH MANUFACTURES SPECIFICATIONS. (REFER TO TABLE 3.4)AS PER THE EXISTING 3 1/2"STEEL PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. JOB NUMBER EXISTING 4" POURED C.O. COLOR TO MATCH NEW ROOF SHINGLES. 2015 WFCM '. : COLUMN ON 24"X21"X12" CONCRETE SLAB ON WELL 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS .� L1 SANITARY SYSTEM L SCJ—� —--- ------ ---------- -- - ----- -- -- POURED CONCRETE FOOTING HOUSE TRAP 1 TAMPED POROUS FILL SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. 2021 O wG) _ O� RIDGE VENT / 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS 16 GAGE STAPLES ARE PERMITTED, ACCORDING TO NYSL) •!' AND INTERNATIONAL BUILDING CODE, PLUMBING DIAGRAM zv.r.s. STRAPPING DETAIL N.T.S. S E CT ' O N A USE JOIST HANGERS 4. ALSO SEE BRACED WALL/SHEAR WALL DETAILS AS INDICATED ON THE PLANS, WHERE REQUIRED. SHEET NUMBER ON ALL CONNECTIONS �4" _ �_��� 40F7 WALL TO FOUNDATION FLOOR TO FLOOR - TYPICAL FRAMING DETAILS - TYPICAL WALL FRAMING DETAILS CONNECTIONS CONNECTION ARCHITECTURE &CONSULTING VINCENT LUCARELLI A.I.A. *V�um of GREENRLALWN, N.Y.AND �1740 VE 2"X4" WOOD STUDS OR POST aeyan eat d�te� to 516-428-9548 Tfreoeee —r ocher tabs TWO 2" X 4" TOP PLATES DOUBLE TOP PLATE ° ° Rod Studs * bods,This distance e ° ° 1 Into vlucarelli23@gmail.com ° o Floor jaw � ^ar be r¢rea ed*jhoal TWO 2" X __" HEADERS CONTINUOUS RIDGE VENT- LOW PROFILE ° ° allecting INSTALL AS PER MANUF,SPECIFICATIONS FOR BOTH SLAB & ° o I ION pvykWththe' RAFTER STRAPS- SIMPSON LSTA-24 AT FOUNDATION WALLS o ° anchor nut is EVERY RAFTER- NAILED WITH 10D BOX NAILS SEAN DEVINE USE SIMPSON S"fHD14RJ ° o not orer-laoued, EACH SIDE IN ACCORDANCE WITH TABLE 3.6 WFCM CORNERS OR NAILED �'could$pit 2"x4" SCABBED TO BOTTOM FILTER WHERE INDICATED ON ° ° PORTION the atud PLAN. o ° Simpson Strong-Tie RIDGE/STRUCTURAL RIDGE (REFER TO PLANS) DESIGNS o ° HDU4 Between floors RQUC ROOF RAFTERS(REFER TO PLANS) Simpson Strong-Tie N Qp£ ROOF SHINGLES AS PER OWNERS SPECIFICATIONS OVER ARCHITECTURAL 0 o HD8 At toundotion /'/� N FELT PAPER OVER 1 o ° T CORNER HOEDOWN OTE: Q HG WOOD HEADER/ WOOD BEAM N /2`CDX PLYWOOD SHEATHING L This detail eliminates cripple OTE: 6 0•.R�w/AD REFER TO FLOOR PLAN NAILED IN ACCORDANCE WITH SPECIFICATIONS ON SHEET T.2 DESIGN & DRAFTING ° 2"X4" SILL PLATE studs above opening. OR C �N/ 2'J `1 2" q, 934-500-3713 ° scALE : N.T.s. BOTTOM OF ALL DOOR ° °o FLOOR-TO-FLOOR TIE DOWN FOR & WINDOW HEADERS TO LINE UP. RFgjFR (2)-2"X4" JACK STUDS P� / / 0 o CONTINUOUS LOAD PATH „ „ (1)-2"X4" KING STUD ATTIC SPACE 10 LINCOLN AVENUE 2"X4" BEARING WALL - HEADER DETAIL (TYPICAL TO BOTH SIDES) UT CNK O PLYWOOD OLOW SHEATHING OR AIR FLOW DIAGONAL BRACING HOLBROOK, N.Y. 11741 1/2 SPAN NOTE: ROOF VENT SHALL BE "RIDGE FILTER SHINGLE VENT" AS CLEAR CORNER ASSEMBLY MANUFACTURED BY 'AIR VENT INC.' (A CERTAINTEED CO.) - OR SEANDEVINEDESIGNS@GMAIL.COM 2"X4" TOP PLATES OVERLAP AT MAX MUM CORNER LOCKING WALLS SPECIOFCATIONSVED ACOLOR TO MATCH NEW ROOFL. INSTALL IN ACCORDANCE MSHINGTH LESFACTURES REVISION �� � RIDGE VENT DETAIL TYP. 12- 0 -;; SIMPSON MIN. 30" MIN. rl r STRONG-TIE CS16 CUT REBAR—� �;; REBAR 5 INSTALL LENGTH I I Q LENGTH EACH STUD C NAILING SHEAR ' CONE �G_ AS PER CS-20(SIMPSON) 1/2" MIN, 12" MIN. TABLE 3.413 ,P. 2"X4" WALL STUDS i REBAR FROM CORNER LENGTH RIDGE STRAPS NOTE: CLEAR TOP PLATE FRAMING DETAIL INSIDE CORNER �y5 Z SPAN S ���' O CONTRACTOR TO VERIFY VARIES �G� JP a EXISTING FIRST FLOOR IS Y� ANCHORED TO FOUNDATION 5 SIMPS(DN STRONG-TIE STHD 14RJ AS PER THE 2007 ��p�PJF, _ _ U AUPLIF 7C CONNECTION SCALE : N.T.S. RESIDENTIAL CODE OF ROOF SHINGLES AS PER OWNERS SPECIFICATIONS OVER @ U) NEW YORK STATE. 15/FELT PAPER OVER 1/2`CDX Pl. DOD SHEATHING wCONTRACTOR IS NAILED IN ACCORDANCE WITH SPECIFIC TIONS ON SHEET T,2 0 RESPONSIBLE FOR o" PROVIDE ICE SHIELD TO 24` INSIDE ADDING EXTRA EXTERIOR IN ACCORDANCE WITH 24" MIN. STRAPPING AS 4 REQUIRED. TMMIN12" SECTIO 905.2.7.1 NYS CODE) PROVIDE MIN. 1" R.905.2.7.1 2"X__ R.R. ® 16" D.C. END DISTANCE TYPICAL REFER TO FLOOR PLANS FOR SIZE H7(SIMPSON) RAFTER RAFTER VENTS AS REQUIRED TO WALL CONNECTION O REFER TO TABLE 1/2" EXT. GRADE PLYWOOD z 3.413 FOR AMOUNT e HIP AND VALLEY RAFTER STRAPPING TO BE CONNECTIONS ATTIC SPACE WITH 15p FELT PAPER (TYP.) NAILING OF SPECIFIED NAILS IN ACCORDANCE WITH THE WFCM 2015, R-30 BATT INSULATION IN BETWEEN C.J. AS PER TABLE 3.413 2"X4" WOOD STUDS OR POST IN EACH END PROVIDE SIMPSON "HW" HANGERS OR EQUAL. CONT. ALUM. GUTTERS W/ 1/8" PITCH PER FOOT (MIN.) PITCH TO DOWN SPOUTS DATE SIMPSON STR NG—TIE CS 16 CONTRACTOR TO LOCATE PROVIDE HEADER p 2"X6" HANGER LU26 SIMPSON HURRICANE/SEISMIC STRAPS ATTACHMENT ®� (2) 2"X4" TOP PLATE 1/24/2021 SCALE : N.T.S. SEE STRAP SCHEDULE (z)z"xs" HANGER Lusts-z ALL HORIZONTAL SEE DETAIL ® TYPICAL HDU8 HOLDOWN INSTALLATION 2"X8" HANGER LU28 USE 'F' CHANNEL 0 WALL 1X - PRE-PRIMED FASCIA SHEATHING SEAMS FOR SOFFIT VENT (TYP.) AS PER BOARD-WRAP W/ ALUM. SCALE ® WITH SSTB ANCHOR BOLT. WASHERS (z)z"x13" HANGER LUS28-2 PLANS TYP. THROUGHOUT AT EXTERIOR WALLS ARE NOT REQUIRED AT THE BASE. 2"xio" HANGER LU210 TO BE BLOCKED R-15 "OWENS CORNING" CONT. VINYL SOFFIT FOR BOTH SLAB & (2)2"X10" HANGER LUS210-2 INSULATION OR EQUAL VENT TYP.-WRAP ALUM. AS NOTED FOUNDATION WALLS °® • 2"x12" HANGER HUS210 USE SIMPSON HDU8 ® JOIST HANCL:' (2)2"X12" HANGER HUS210-2 OVER VINYL SOFFIT TYP. RAFTER TO WALL INTERIOR EXTERIOR INSTALL SHEATHING SO DRAWN BY @ CORNERS OR ® JOIST OR VOTE: FOR ALL OTHER JOIST SIDING AS PER OWNER SEAMS DO NOT FALL ON WHERE INDICATED ON RAFTER 1S.D.NGERS REFER To THE 2"X4" WOOD STUDS 0 16" D.C. FLOOR CONNECTIONS I SIMPSON CATALOG DIRECTLY. 1" RIGID INSULATION BOARD (R-3.85) J PLAN. „ APS"LOVED EQ. MAY BE SUBSTITUTED 1/2" GYPSUM WALLBOARD "TYVEK" HOUSE WRAP OR EQUAL USE JOIST HNGRS. 2 'x4 SILL PLATE a- ECTION 1/2" EXT. GRADE PLYWOOD @ ALL FLUSH GIRDER CHECKED BY ALL JOIST OR RAS TERS INTERSECTING NOTCHED ROOF W/ A BEAM OR GIRDER SHALL USE AN / FLR JOIST CON.RAFTERS-TRUSSES APPROVED SIMPSON JOIST HANGER TYP. SOFFIT DETAIL STUD TO SILL PLATE V.L. THREADED ROD THROUGH SIMPSON STRONG—TIE LSS-LJ282 SSP FASTENER FLOOR STRUCTURE & RAFTER TO HIP/ VALLEY FACE MOUNT JOIST HANGER PROJECT NAME ANCHOR BOLT INTO FOUNDATION (2) 2"X4" TOP PLATES COUPLER NUT SCALE N.T.S. SCALE N.T.S. NOTE: Z IN. NAILING O 5/8" 0 SIMPSON REFERENCE TABLE 3.413 � 11-_ BP ANCHOR BOLT 7" MIN. EMBEDMENT IN y ' BP (SIMPSON) ANCHOR Q POURED CONCRETE 15" SIMPSON H7Z SEISMIC BOLTS: 5/8" 0 @ 23" O.C. W O �- 1 (� MIN. EMBEDMENT IN C.M.U. SIDING AS PER OWNER F-�-I v CK PROVIDE 3"x3" WASHERS AND HURRICANE TIE OR HOLD 6"-12" OFF EACH ' EQUAL. SEE STRAP SCHEDULE 1' RIGID INSULATION BOARD (R-3.85) O O i.i ° FOR NAILING REQUIREMENTS "TYVEK" HOUSE WRAP OR EQUAL END OF EACH SILL PLATE. ° ROOF FRAMING DOUBLE TOP PLATE a d 2`/X4" WOODSTUDS ®RADE Li6.00.D. NG � � � SEISMIC / HURRICANE TIE n NAILING E...� r—� LL. RAFTER TO WALL SECOND 3/4` T&G PLYWOOD SUBFLOOR AS PER TABLE 3.4B I� f"� r� Z FFLOOR 2"X4`BASE PLATE O �� FOR ROOF RAFTER TIE DON TO ANCHOR WCOR WALL STRAPS- SIMPSON CS-20, 1 1/4" STRAP O ROOF RAFTER TO WALL STUD -MIN. NAILING AT EVERY STUD- NAILED WITH IOD BOX BP (SIMPSON) ANCHOR W B SIN[PSON STRONG-TIE HDU8 ACCORDING TO TABLE 3.413 WFC? —CR LE ST S— NAILS IN ACCORDANCE WITH TABLE 3.4 B WFCM p (SEE STRAP SCHEDULE) BOLTS SCALE N.T.S. ^I FLOOR CEILING JOISTS AS PER FLOOR PLANS • SIMPSON H7 —BLOCKING (TYPICAL) X5/8" 23" O.C. w TIE REQUIRED (2) 2"X4" CONTINUOUS TOP PLATES 7" MIN. EMBEDMENT I SIMPSON@ EACH STUD EXTERIOR POURED CONCRETE 15 ft O STRONG-TIE CS16 II MIN. EMBEDMENT IN C.M.U. O SIDING AS PER OWNER PROVIDE 3"x3" WASHERS INSTALL @ ^ HEADER FIRST 1" RIGID INSULATION BOARD (R-2.85) O a EACH STUD (SEE PLAN FOR FLOOR "TYVEK" HOUSE WRAP OR EQUAL EXACT SIZE) 1/2" EXT. GRADE PLYWOOD #5 REBAR 6" FROM TOP #5 REBAR @ 48" O.C. FRAMED OPENING FOR 11 R-15 "OWENS CORNING" OF POURED CONCRETE VERTICALLY FOR 8' M 2"X4" WOOD STUDS OR POST ° NEW WINDOW (OR FULL LENGTH INSULATION OR EQUAL FOUNDATION WALL RUN HEIGHT FOUNDATION WALL o EXTERIOR DOOR) WALL STUDS 3 INTERMEDIATE FLR. DETAIL HORIZONTALLY AND INSTALL r- ANCHOR BOLTS HOOKED #5 REBAR @ 40" O.C. ° 00 6'-0" OR GREATER BELOW VERTICALLY FOR 9' 0 ° HEIGHT FOUNDATION WALL SEAL ° o o ° ° OTE;_ FOR BOTH SLAB & _ _ _ _ _ _ _ _ _ _ UPLIFT CONNECTION IS FOUNDATION WALLS o — — —I T — 1 I— — — REQUIRED AT EACH END OF TYPICAL WALL DETAIL E(�gRC USE SIMPSON HDU8 ® o HEADER AND AT BOTTOM OF SCALE : N.T.S. �� JOHN 4 1 Na UPLIrt 1 1 HEADER STUDS IN ADDITION u,� @ CORNERS OR ° I 1 �91\INEC�C�R 11 TO CONNECTORS AT WALL w WHERE INDICATED ON I ( EII,QUIRE 1 I 1 STUDS AND AT TOP AND z a� PLAN. ° BOTTOM OF CRIPPLES TYPICAL FRAMING DETAIL c II II II II PRESSURE BARS ERMAY EBAETED 02 8296 y0 REQUIRED NOTE: OF N E`N �— USE 1/2" PLYWOOD PANEL L=J' 2"x4" SILL PLATE STAINED OR PAINTED TYP. ° ' ° ° °d ° ° ° : d OUTER THIRD OF ° d ° PQ ° °:d ° ° : d SPAN ONLY HOLE EDGE SHEET TITLE TABLE RR301.2.1.2 °. • d ° ° DISTANCE >5/8" WINDBOURNE DEBRIS PROTECTION FASTENING SCHEDULE " FOR WOOD STRUCTURAL PANELS NOTCH OLEO D E TA I L S ° i TYPICAL FRAMING AND UPLIFT CONNECTIONS FOR OPENINGS DEPTH<1/4d <2/5d FASTENER SPACINGSINGLE STUD FASTENER scwLE: r.T•S• OUTER 113 OF ' THREADED ROD THROUGH TYPE PANEL 4 FT < 6 FT < FLOOR STRUCTURE OR SPAN PANEL SPAN PANEL SPAN SPAN ONLY <�L5d SHEET ° °a a <_ 4 FT <_ 6 FT <_ 8 FT 1/4 JOIST STUD / a ANCHOR BOLT INTO FOUNDATION DEPTH, MAX 0 DOUBLE STUD 2 1/2" #6 WD SCREWS 161, 12" 9 1/3 JOIST 2" MIN y PLATE JOB NUMBER DISTANCE >5/8" SIMP'SON STRONG—TIE HDU8 DEPTH, MAX �y I HOLE EDGE C EXT. WALL TO FOUNDATION 1 WD SCREWS 16" 16 12" ^O/•� � — 05 O F \hJ 1 3 JOIST L L SCALE : N.T.S. DEPTH, MAX 1/6 JOIST DEPTH, MAX STUD NOTCHING AND REMOVABLE PLYWOOD SOLID SAWN JOIST, RAFTER NOTCHING BORING LIMITS SHEET NUMBER DEBRIS PROTECTION SHUTTER AND BORING LIMITS SCALE N.T.S. O SCALE : N.T.S. SCALE N.T.S. GENERAL NOTES GLASS WINDOWS AND DOORS NOTES & SPECIFICATIONS IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE BUILDING DEPARTMENT. 1. ALL GLASS TO BE DOUBLE-INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, - 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER CLEARANCES ARE PROVIDED. SPECIFICATIONS, AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK. STRUCTURE / SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. ARCHITECTURE 3. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED WITHIN 18" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED &CONSULTING 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES AND AUTHORITIES HAVING JURISDICTION. GLASS, UNLESS OTHERWISE NOTED. THESE PLANS HAVE BEEN PREPARED TO THE BEST OF OUR ABILITY WITH THE INFORMATION VINCENT LUCARELLI A.I.A. 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER / BUILDER. 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S sPECIFICATIONS. AVAILABLE TO US. DUE TO THE NATURE OF A RENOVATION/ADDITION TO AN EXISTING 9 KIRKLAND DRIVE PROCEEDING WITH THE WORK. 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND / OR JOB CONDITIONS SHALL BE CLARIFIED WITH THE ARCHITECT / ENGINEER BEFORE 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE ENERGY CONSERVATION CODE. STRUCTURE THE ARCHITECT MUST BE NOTIFIED FOR ANY REVISIONS, STRUCTURAL MODIFICATIONS OR SUPPORT REQUIREMENTS RESULTING FROM UN-FORSEEN CONDITIONS GREENLAWN, N.Y. 11740 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE UNLESS APPROVED BY THE ARCHITECT/ENGINEER. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. SUCH AS EXISTING COLUMNS, DUCTS, PIPING, ETC. ENCLOSED IN EXISTING WALLS, CEILINGS, 516-428-9548 ETC... G.C. TO CONTACT R.A. UPON ANY UN-FORSEEN CONDITIONS ARISING. 'V1UCarel1123@gmail.com 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS BEFORE THE START OF FRAMING. 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 8. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE. 9. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF TABLE 301.2(1) CLIMATIC and GEOGRAPHIC DESIGN CRITERIA o THE CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH THE CHARACTERISTICS OF THE ANDERSEN WINDOW SEAN DEVICE SPECIFIED. THE CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT WIND DESIGN SUBJECT TO DAMAGE FROM WINTER ICE SHIELD 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL. AREA, AND EGRESS REQUIREMENTS. GROUND SNOW SEISMIC DESIGN UNDER- 11. THIS SET OF DRAWINGS RI THE PROPERTY OF DEVICE DESIGNS & VINCENT LUCARELLI, A.I.A. ARCHITECT AND SHALL NOT BE ALTERED OR BE (MPH) (D) EFFECTS WIND DEBRIS CATEGORY (G) WEATHERING LINE DEPTH TERMITE (36" FROM REQUIRED HAZARDS INDEX (1) ANNUAL REPRODUCED WITHOUT WRITTEN PERMISSION OF VINCENT LUCARELLI, A.I.A. (K) REGION ZONE (M) (A) (B) (C) SOFFIT) (I) (H) TEMP (J) GYPSUM WALL BOARD GALL PLANS .ARCHITECTURAL 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS RESPONSIBLE FOR DESIGN INTENT ONLY. 20 130 NO NO 1 MILE FROM B SEVERE BOF 3 FT MODERATE SEE YES EXAMINERS OFFE599 599 DESIGN & DRAFTING COAST AND FI BFG TO HEAVY BELOW 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 1. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT COMPOUND METHOD. 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY CLEAN AT ALL TIMES. CLIMATE ZONE IS 4A 934-500-3713 THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND RUBBISH, WASTE MATERIALS, TOOLS, ETC., CLEAN GLASS AND LEAVE WORK BROOM CLEAN. WHERE DEEMED APPLICABLE. FOR SI: 1 LB/SQ.FT. =0.0479 KN/M? 5. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES1 MILE PER HR= 1.609 KM/HR. 10 LINCOLN AVENUE AND ORDINANCES. 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT 70 EXTEND THREE FEET IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING EQUIPMENT, CONCRETE FLOOR OR IF PLACED HOLBROOK N.Y. 11741 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER ON WOOD FRAME, INSTALL CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. A. WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL REQUIREMENTS OF THIS CODE.THE WEATHERING COLUMN SHALL BE FILLED IN WITH THE COMPLETION OF PROJECT, 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE TAPED AND RECEIVE THREE COATS OF JOINT COMPOUND. WEATHERING INDEX(I.E.,"NEGLIGIBLE","MODERATE",OR"SEVERE")FOR CONCRETE AS DETERMINED FROM THE WEATHERING PROBABILITY MAP[FIGURE R301.2(3)].THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM C 34,C 55,C 62,C 73,C 90,C 129,C145,C 216,OR C 652. SEANDE.VINEDESIGNS@GMAIL.COM 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ALLOW 24 HOURS TO DRY BETWEEN COATS. FINAL COAT TO BE SANDED SMOOTH. B. THE JURISDICTION SHALL FILL IN THE FROST LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW FINISH GRADE. � AGAINST ALL CLAIMS, DAMAGES, LOSES AND EXPENSES, INCLUDING ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR 5• METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL OPENINGS. C. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"VERY HEAVY","MODERATE TO HEAVY","SLIGHT TO MODERATE",OR"NONE TO SLIGHT"IN ACCORDANCE WITH FIGURE R301.2(6)DEPENDING ON WHETHER THERE HAS REVISION DEATH OR TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ITSELF INCLUDING THE LOSS OR USE RESULTING BEEN A HISTORY OF LOCAL DAMAGE. THEREFROM). (B) IS CAUSED IN WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR, ANY SUBCONTRACTOR, ANYONE 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE D. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"MODERATE TO SEVERE","SLIGHT TO MODERATE",OR"NONE TO SLIGHT"IN ACCORDANCE WITH FIGURE R301.2(7)DEPENDING ON WHETHER THERE HAS BEEN A HISTORY DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE REGARDLESS OF WHETHER OF LOCAL DAMAGE. OR NOT IT IS CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER. E. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WIND SPEED FROM THE BASIC WIND SPEED MAP[FIGURE F301.2(4)]. WIND EXPOSURE CATEGORY SHALL BE DETERMINED ON A SITE-SPECIFIC BASIS IN W ACCORDANCE WITH SECTION R301.2.1.4 I- 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, ASPHALT ROOFING SHINGLES - R905 F. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE"WINTER DESIGN DRY-BULB TEMPERATURE"DETEMINED FROM TABLE N1101.2. Q PLACING OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT G. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC DESIGN CATEGORY DETERMINED FROM SECTION R301.2.2.1 WRITTEN AUTHORIZATION OF THE ARCHITECT/ENGINEER. H. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH(A)THE DATE OF THE JURISDICTION'S ENTRY INTO THE NATIONAL FLOOD INSURANCE PROGRAM(DATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE FOR 1. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-CLASS-A ASPHALT ROOFING SHINGLES OR APPROVED EQUAL. MANAGEMENT OF FLOOD HAZARD AREAS).(B)THE DATE(S)OF THE CURRENTLY EFFECTIVE FIRM AND FBFM,OR OTHER FLOOD HAZARD MAP ADOPTED BY THE COMMUNITY,AS MAY BE AMENDED. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 2, SHINGLES SHALL BE APPLIED OVER 15 BUILDING FELT UNLESS OTHERWISE OTE A - I. IN ACCORDANCE WITH SECTION R905.2.7.1,R905.4.3,R905.5.3,R905.6.3,R905.7.3 AND R905.8.3,FOR AREAS WHERE THE AVERAGE DAILY TEMPERATURE IN JANUARY IS 25°F(-4°C)OR LESS,OR WHERE THERE HAS BEEN A HISTORY OF LOCAL PERTAINING ARE TO BE FIELD VERIFIED. FEET FROM EAVES, VALLEYS, AND FLASHING. DAMAGE W NOTED. ALSO APPLY CAF-WEATHER ICE AND WATER BARRIER 2 DAMAGE FROM THE EFFECTS OF ICE DAMMING,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"YES".OTHERWISE,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"NO". J. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE 100-YEAR RETURN PERIOD AIR FREEZING INDEX(BF-DAYS)FROM TABLE R403.3(1). 20. CONTRACTOR TO REMOVE & RELOCATE AS REQUIRED ALL EXISTING WORK WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF CONSTRUCTION. K. THE GROUND SNOW LOADS TO BE USED IN DETERMINING THE DESIGN SNOW LOADS FOR ROOFS ARE GIVEN IN FIGURE R301.2(5)FOR SITES AT ELEVATIONS UP TO 1000 FEET.SITES AT ELEVATIONS ABOVE 1000 FEET SHALL HAVE THEIR Z GROUND SNOW LOAD INCREASED FROM THE MAPPED VALUE BY 2 PSF FOR EVERY 100 FEET ABOVE 1000 FEET. 0 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS, UNLESS NOTED OTHERWISE. 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 22. PROVIDE FIRE BLOCKING AS PER 2020 NEW YORK STATE RESIDENTIAL CODE, SECTIONS; R302.11 THROUGH R302.14. 5. NAILING OF ROOFING SHALL BE TO THE 2015 INTERNATIONAL RESIDENTIAL CODE. INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH INDOOR TEMPERATURE OF NOT LESS THAN 68 DEGREES FAHRENHEIT AT A POINT 3 FEET ABOVE W THE FLOOR ON THE DESIGN HEATING DAY(2015 IMC 309.1) U FOUNDATION, CONCRETE, AND MASONRY SYSTEM DESIGN SHALL BE BASED ON MAX 72 DEGREES HEATING, MINIMUM 75 DEGREES COOLING DEGREE DAYS (NY LAGUARDIA)4811,WINTER DESIGN TEMP 15, DRY BULB 89,WET W SITE WORK BULB 75(2015 IPC APPDX D) � 1. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE ALSO AS PER 2015 IBC CHAPTER 16 SECTION 1609 AND ASCE 7-WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS IS B. USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND. H SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. 1. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR, OR BY QUALIFIED SUB-CONTRACTOR. TOWN OF ISLIP IS WITHIN A HURRICANE PRONE REGION 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL. 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PRO-'EEDING. 3. SOIL TO HAVE MINIMUM BEARING CAPACITY OF (i) TON/SQ. FT. 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING z 4. FOOTINGS TO REST A MINIMUM OF 3'-0" BELOW GRADE, UNLESS OTHERWISE NOTED. SITE. STOCKPILE ALL EXCAVATED MATERIALS. SECTION R-310 EMERGENCY ESCAPE / RESCUE OPENINGS 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS - UNSUITABLE FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. R310.2.1 MINIMUM OPENING AREA. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET CLEAR SCHEDULE ABBREVIATIONS DATE 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL 1ST TIER OF FRAMING IS IN PLACE. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE ABBREVIATION DESCRIPTION 1/24/2021 OPENING FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24" AND THE ALUM. ALUMINUM 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED SOLID WITH CONCRETE. ELECTRICAL - CHAPTER 34 OF THE 2020 INTERNATIONAL RESIDENTIAL CODE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20". FF FACTORY FINISH SCALE= 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH R403A.6 IN THE 2020 NEW YORK STATE RESIDENTIAL CODE. 1II�IIVDO`III AND DOOR NOTE: H.M. HOLLOW METAL AS NOTED 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 4,000 P.S.I. EGRESS DOOR HAVING GRADE LEVEL ACCESS. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MIN. SEE SHEER-WALL DETAILS ON DETAIL NAT NATURAL - REF SPECS 1. AT LEAST ONE WALL-SWITCH-CONTROLLED LIGHTING OUTLET TO BE INSTALLED TO PROVIDE ILLUMINATION ON THE EXTERIOR SIDE OF EACH OUTDOOR MAX. SILL HT. 44" A.F.F. NET CLEAR OPENING OF 5 SQUARE FEET. SHEET, FOR ALL WALLS NEXT TO WINDOWS LAM LAMINATED GLASS DRAWN BY 11. CONC. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER OCCUPIED SPACE. 2. ELECTRICAL SWITCHES FOR STORAGE SPACES ARE TO BE PLACED OUTSIDE THESE SPACES AT THE POINT OF ENTRANCE AS PER E3803.4 MINIMUM OPENING HEIGHT. THE MIN. NET AND DOORS, WHERE THE DISTANCE TEMP TEMPERED GLASS 12. FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. 3. GFCI ARE TO BE PROVIDED AS PER E3802. CLEAR OPENING HEIGHT SHALL BE 24" MIN. BETWEEN THE R.O. AND CORNER PT. PAINT S.D. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, MAX. 4'-0" O.C., TO DIRECT ANY CONDENSATION TO THE EXTERIOR, OF STRUCTURE IS LESS THAN 27". MINIMUM OPENING WIDTH. THE MSN. NET GWB GYPSUM WALL BOARD � 13. BRICK VENEER TO BE ANCHORED WITH (1) WALL TIE PER (3) SO. Fr. TABLE R402.4.1.1. AIR BARRIER and INSULATION INSTALLATION CLEAR OPENING WIDTH SHALL BE 20 INCHES. CHECKED BY OPERATIONAL CONSTRAINTS. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE V.L. 15. APPLY (1) COAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. FROM FOOTING TO 2" ABOVE FINISH GRADE. COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA ROOM WITHOUT THE USE OF KEYS OR TOOLS. _ 16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES OF 40 DEG. F AND FALLING, UNLESS APPROVED BY GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A R303.1 HABITABLE ROOMS. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH PROJECT.CT NAME ARCHITECT/ENGINEER. NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. BUILDING ENVELOPE.EXTERIOR THERMAL ENVELOPE SEALING MATERIAL. AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA CONTAINS A CONTINUOUS AIR BARRIER.BREAKS OR OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH WINDOWS, DOORS, 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY ARCHITECT/ENGINEER. JOINTS IN THE AIR BARRIER SHALL BE SEALED. LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND WHERE EVER APPLICABLE. CEILING/ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT SHALL THE INSULATION IN ANY DROPPED CEILING/SOFFIT SHALL SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY BE ALIGNED WITH THE INSULATION AND ANY GAPS IN THE BE ALIGNED WITH THE AIR BARRIER. CONTROLLABLE BY THE BUILDING OCCUPANTS. THE MIN. OPENABLE AREA TO THE 19. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BEA MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. AIR BARRIER SHALL BE SEALED.ACCESS OPENINGS, OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. Z PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. DROP DOWN STAIR OR KNEE WALL DOORS TO 0 UNCONDITIONED ATTIC SPACES SHALL BE SEALED. 20. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT AS PER TABLE R402.2 WALLS THE JUNCTION OF THE FOUNDATION AND SILL PLATE CAVITIES WITHIN CORNERS AND HEADERS OF FRAME rT1 SHALL BE SEALED.THE JUNCTION OF THE TOP PLATE AND WALLS SHALL BE INSULATED BY COMPLETELY FILLING EXISTING CONDITIONS CHECK LIST DESIGN LOAD CALCULATIONS ^ N 21, CONTRACTOR TO PROVIDE CONCRETE DELIVERY SLIP TO HOMEOWNER TO VERIFY 4,000 P.S.I. WAS RECIEVED. TOP OF EXTERIOR WALLS SHALL BE SEALED.KNEE WALLS THE CAVITY WITH A MATERIAL HAVING A THERMAL SHALL BE SEALED. RESISTANCE OF R-3 PER INCH MINIMUM.EXTERIOR `/FLOORS 40 LIVE LOAD 10 DEAD ALL ROOMS EXCEPT SLEEPING ROOMS & ATTICS O > THERMAL ENVELOPE INSULATION FOR FRAMED WALLS THE EXISTING MECHANICAL SYSTEM IS ADEQUATE FLOORS 30 LIVE LOAD 10 DEAD SLEEPING ROOMS & ATTICS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT AND TO HANDLE THE ADDITIONAL LOADS IMPOSED BY CEILINGS 20 LIVE LOAD 10 DEAD DRYWALL-NO FUTURE ROOMS, LIMITED ATTIC STORAGE 7 INSULATION CONTINUOUS ALIGNMENT WITH THE AIR BARRIER. CHOOSE ONE THE NEW ADDITION(S) / ALTERATION(S) ROOF 40 LIVE LOAD 15 DEAD MEDIUM ROOF COVERING, SNOW, DRYWALL, NO ATTIC �� rO, [(EG. OIL FIRED HOT AIR UNIT...GAS FIRED HYDRONIC...] THE EXISTING MECHANICAL SYSTEM WILL BE UPGRADED TO -------------------- �� ^ �� LL ` �� �� WINDOWS,SKYLIGHTS AND DOORS THE SPACE BETWEEN WINDOW/DOOR JAMBS AND ) ►ice Z O i. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL FRAMING AND SKYLIGHTS AND FRAMING SHALL BE / �� �� • FOIL TO BE PLACED TOWARD WARM SIDE. SEALED. [V] THE EXISTING ELECTRICAL SERVICE IS ADEQUATE U FOR PROPOSED ADDITION(S) / ALTERATION(S) 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION WALLS FROM FOOTING TO TOP OF FOUNDATION WALL. RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER. RIM JOISTS SHALL BE INSULATED. CHOOSE ONE TABLE R301.5 p� W CARE SHOULD BE TAKEN NOT TO DAMAGE FOUNDATION WATERPROOFING. El ] THE EXISTING ELECTRICAL SERVICE IS TO BE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS �� �.L� � p 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: FLOORS(INCLUDING ABOVE-GARAGE AND THE AIR BARRIER SHALL BE INSTALLED AT THE EXPOSED FLOOR FRAMING CAVITY INSULATION SHALL BE UPGRADED TO ____________________ -10" R-38 FOR FLAT CEILINGS CANTILEVERED FLOORS) EDGE OF INSULATION. INSTALLED TO MAINTAIN PERMANENT CON O'ACT WITH THE / (IN POUNDS PER SQUARE FT) W -8 1/4" R-30C FOR CATHEDRAL CEILINGS UNDERSIDE OF THE SUBFLOOR DECKING,OR FLOOR THE EXISTING SANITARY SYSTEM IS ADEQUATEUSE LIVE LOAD U) -3.5" R-15 FOR 2"x4" WALL CONSTRUCTION FRAMING CAVITY INSULATION SHALL BE PERMITTED TO TO HANDLE THE TOTAL k OF BEDROOMS PROPOSED -5.25" R-19 FOR 2"x6" WALL CONSTRUCTION BE IN CONTACT WITH THE TOP SIDE OF SHEATHING,OR CHOOSE ONE (AS PER S.C.B.O.H. REGULATIONS)CONTINUOUS INSULATION INSTALLED ON THE UNDERSIDE O UNINHABITABLE ATTICS WITHOUT STORAGE 10 -5.25" R-22 FOR FLOORS [ ] THE EXISTING SANITARY SYSTEM WILL REQUIRE Q !Y OF FLOOR FRAMING AND EXTENDS FROM THE BOTTOM S.C.B.O.H. APPROVAL FOR THE INCREASE OF UNINHABITABLE ATTICS WITH LTD. STORAGE 20 TO THE TOP OF ALL PERIMETER FLOOR FRAMING BEDROOMS WC MEMBERS. [ ] THE EXISTING RESIDENCE IS CONNECTED TO HABITABLE ATTICS & ATTICS SERVED 30 CARPENTRY / THE SEWER DISTRICT (PROOF REQUIRED) WITH FIXED STAIRS M CRAWL SPACE WALLS EXPOSED EARTH IN UNVENTED CRAWL SPACES SHALL BE WHERE PROVIDED,INSTEAD OF FLOOR INSULATION,COVERED WITH A CLASS I VAPOR RETARDER WITH INSULATION SHALL BE PERMANENTLY ATTACHED TO THE SUPPORT THE NEWLOADS IMPOSED BY THE[V] THE EXISTING 1ST STORY IS ADEQUATE TO EXTERIOR BALCONIES & DECKS 40 1. ALL LUMBER SHALL BE DOUGLAS FIR-LARCH #2 OR BETTER. OVERLAPPING JOINTS TAPED. CRAWLSPACE WALLS. 2ND STORY ADDITIONS) INCLUDING UPLIFT AND SHEAR (PROOF / CALCULATIONS MAY FIRE ESCAPES 40 - 2. ALL LUMBER IN CRAWL SPACES TO BE 18" ABOVE SCRATCH COAT, MAINTAIN 8" MIN. FOUNDATION EXPOSURE. SHAFTS,PENETRATIONS DUCT SHAFTS,UTILITY PENETRATIONS,AND FLUE SHAFTS BE REQUESTED BY BUILDING DEPARTMENT) GUARDRAILS AND HANDRAILS 200 SEAL 3. SILLS TO BE (2) 2"X6" A.C.Q. (ALKALINE COPPER QUATERNARY), OPENING TO EXTERIOR OR UNCONDITIONED SPACE' SECURELY FLASHED WITH A TERMITE SHIELD, ALSO PROVIDE SILL SHALL BE SEALED. GUARDRAILS IN-FILL COMPONENTS 50 QED A� SEAL / INSULATION. SIZE OF SILL TO BE (2) 2"X6", UNLESS (1) 2"x6" IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR EQUAL. R3 10 ESCAPE RESCUE OPENINGS PASSENGER VEHICLE GARAGES 50 NARROW CAVITIES BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT,OR NARROW CAVITIES SHALL BE FILLED BY INSULATION THATAVAILABLE CAVITY SPACE. ROOMS OTHER THAN SLEEPING ROOMS 40 � �'�JOHN(� Jfi .k- I' �.SLEEPING ROAMS 3O Cl)� � 5. MINIMUM, ON INSTALLATION READILY CONFORMS TO THE DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN FLOORS, ROOFS, AND WALLS. I 34"Clear-�I � , 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS. _ GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE Minimum o enable 20"Clear 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3 -1/2" BEARING. AND CONDITIONED SPACES. ® openable STAIRS 40 7 `.A_ 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. area 5.7 SCl.ft. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING TABLE R301.7 0Z8 2�6 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS -1� THERMAL ENVELOPE SHALL BE SEALED TO THE DRYWALL. THERMAL ENVELOPE SHALL BE AIR TIGHT AND IC RATED. ® Minimum Opening QF N� 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE A.C.Q. (ALKALINE COPPER QUATERNARY). BATT INSULATION SHALL BE CUT NEATLY TO FIT AROUND �� ALLOWABLE PLUMBING AND WIRING height 24 STRUCTURAL MEMBER 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE ON PAGE PD-1. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON WIRING AND PLUMBING IN EXTERIOR WALLS,OR g DEFLECTION WALLS AND ROOF AND IS OF CDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS FOR ADDITIONAL NAILING OR DIFFERENT NAILING INSULATION THAT ON INSTALLATION READILY CONFORMS Openable REQUIREMENTS WHEN APPLICABLE. TO AVAILABLE SPACE SHALL EXTEND BEYOND PIPING AND ® Minimum opening Area RAFTERS HAVING SLOPES GREATER THAN 3/12 SHEET TITLE „ L/180 width 20 � Operable , WITH NO FINISHED CEILING ATTACHED TO RAFTERS 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF CDX GRADE. NAILING AS PER FASTENING SCHEDULE ON PAGE PD-1 AND GLUED. SHOWER/TUB ON EXTERIOR WALL THE AIR BARRIER INSTALLED AT EXTERIOR WALLS EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS q Area 5.7 s ft. U INTERIOR WALLS AND PARTITIONS H/180 NOTES 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR APPROVED EQUAL. ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE SHALL BE INSULATED. Minimum 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT UNSUPPORTED EDGES OF EXTERIOR SHEATHING. THEM FROM THE SHOWERS AND TUBS. ® Maximum Sill 5.7 sq.ft.. FLOORS AND PLASTERED CEILINGS L/360 SHEET ELECTRICAL/PHONE BOX ON EXTERIOR THE AIR BARRIER SHALL BE INSTALLED BEHIND height of 44" Minimum N ALL OTHER STRUCTURAL MEMBERS L/240 14. PROVIDE CROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS EXCEED 8'-0" AND AT EVERY 8'-0". WALLS ELECTRICAL OR COMMUNICATION BOXES OR AIR-SEALED _-_- __---__ 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS. BOXES SHALL BE INSTALLED. ® Must be openable EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 JOB NUMBER HVAC REGISTER BOOTS THAT PENETRATE BUILDING without keys or tools Minimum size Minimum size 6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS NECESSARY. THERMAL ENVELOPE SHALL BE SEALED TO THE REGISTER BOOTS EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISH L/240 window for window for 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED WITH NAILING SCHEDULE. SUBFLOOR OR DRYWALL. 20"clear width 24"clear height EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISH L/1 20 2021 O� � � O 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. CONCEALED SPRINKLERS WHEN REQUIRED TO BE SEALED,CONCEALED FIRE SUB FLOOR SHALL NEVER EXCEED A 16" SPAN. SPRINKLERS SHALL ONLY BE SEALED IN A MANNER THAT IS RECOMMENDED BY THE MANUFACTURER.CAULKING OR OTHER ADHESIVE SEALANTS SHALL NOT BE USED TO SHEET NUMBER 9. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING AS PER SCHEDULE. FILL VOIDS BETWEEN FIRE SPRINKLER COVER PLATES AND WALLS OR CEILINGS. 60F7 ARCHITECTURE IR SEALANT DETAILS AND TABLE 402.4. 1 . 1 &CONSULTING VINCENT LUCARELLI A.I.A. 9 KIRKLAND DRIVE ROOF VENT TABLE R402.4. 1 . 1 . AIR BARRIER and INSULATION INSTALLATION GREENLAWN, N.Y. 11740 516-428-9548 ACCESS DOOR TO HAVE RIGID FOAM INSULATION ADHERED TO DOOR MATCHING R-VALWOOD E OF KNEE WALL INSULATION. vlucare11i23@gmai1.com COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA PROVIDE A WOOD STOP BEHIND,WEATHERSTRIPPING AROUND FULL OPENING, AND A THRESHOLD/DOOR SWEEP. INCLUDE DORR LATCH HARDWARE TO INSURE A TIGHT FIT. GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A SEAN DEVINE VENT BUILDING ENVELOPE. EXTERIOR THERMAL ENVELOPE SEALING MATERIAL. PIPE CONTAINS A CONTINUOUS AIR BARRIER. BREAKS OR DESIGNS JOINTS IN THE AIR BARRIER SHALL BE SEALED. MANUFACTURER'S ARCHITECTURAL ROOF—MOUNTED CEILING/ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT SHALL THE INSULATION IN ANY DROPPED CEILING/SOFFIT SHALL DESIGN & DRAFTING FLASHING OR BE ALIGNED WITH THE INSULATION AND ANY GAPS IN THE BE ALIGNED WITH THE AIR BARRIER. 934-500-3713 FABRICATED CURB UNCONDITIONED AIR BARRIER SHALL BE SEALED. ACCESS OPENINGS, 10 LINCOLN AVENUE ATTIC DROP DOWN STAIR OR KNEE WALL DOORS TO INSULATED UNCONDITIONED ATTIC SPACES SHALL BE SEALED. HOLBROOK, N.Y. 11741 MECHANICAL RIGID INSULATION SEANDE=VlNEDESIGNS@GMAIL.COM EQUIPMENT AND (+/_4„) WALLS THE JUNCTION OF THE FOUNDATION AND SILL PLATE CAVITIES WITHIN CORNERS AND HEADERS OF FRAME ADHERED TO TOP UNCONDITIONED DUCTWORK SHALL BE SEALED. THE JUNCTION OF THE TOP PLATE AND WALLS SHALL BE INSULATED BY COMPLETELY FILLING REVISION SPACE AND SIDES OF TOP OF EXTERIOR WALLS SHALL BE SEALED. KNEE WALLS THE CAVITY WITH A MATERIAL HAVING A THERMAL PLYWOOD COVER OR CAP SHALL BE SEALED. RESISTANCE OF R-3 PER INCH MINIMUM. EXTERIOR �F.`�y5 II !I II II II II II II II Ti li II II II II II - THERMAL ENVELOPE INSULATION FOR FRAMED WALLS Q SHALL BE INSTALLED IN SUBSTANTIAL CONTACT AND o LIGHT _= CONTINUOUS ALIGNMENT WITH THE AIR BARRIER. WELL - WINDOWS, SKYLIGHTS AND DOORS THE SPACE BETWEEN WINDOW/DOOR JAMBS AND FRAMING AND SKYLIGHTS AND FRAMING SHALL BE O SEALED. a RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER. RIM JOISTS SHALL BE INSULATED. U CONDITIONED GASKET WEATHERSTRIP PULL—DOWN w SPACE. AROUND OPENING LADDER FLOORS (INCLUDING ABOVE-GARAGE AND THE AIR BARRIER SHALL BE INSTALLED AT THE EXPOSED FLOOR FRAMING CAVITY INSULATION SHALL BE CANTILEVERED FLOORS) EDGE OF INSULATION. INSTALLED TO MAINTAIN PERMANENT CONTACT WITH THE •=AREAS TO BE SEALED UNDERSIDE OF THE SUBFLOOR DECKING, OR FLOOR SEALANT AT ALL CONDITIONED FRAMING CAVITY INSULATION SHALL BE PERMITTED TO POINTS INDICATED BE IN CONTACT WITH THE TOP SIDE OF SHEATHING, OR di (TYPICAL) SPACE CONTINUOUS INSULATION INSTALLED ON THE UNDERSIDE OUTSIDE CONDITIONED 'CONDITIONED SPACE OF FLOOR FRAMING AND EXTENDS FROM THE BOTTOM DATE TO THE TOP OF ALL PERIMETER FLOOR FRAMING 1/24/2021 SPACE SPACE MEMBERS. SCALE CRAWL SPACE WALLS EXPOSED EARTH IN UNVENTED CRAWL SPACES SHALL BE WHERE PROVIDED, INSTEAD OF FLOOR INSULATION, AS NOTED UNCONDITIONED COVERED WITH A CLASS I VAPOR RETARDER WITH INSULATION SHALL BE PERMANENTLY ATTACHED TO THE DRAWN BY SPACE OVERLAPPING JOINTS TAPED. CRAWLSPACE WALLS. S.D. C _AWL,SPACE ;, ;, SHAFTS, PENETRPiTIONS DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE SHAFTS CHECKED BY OPENING TO EXTERIOR OR UNCONDITIONED SPACE SHALL BE SEALED. V.L. PROJECT NAME NARROW CAVITIES BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT, OR • NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT ON INSTALLATION READILY CONFORMS TO THE AVAILABLE CAVITY SPACE. z O F— GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE w N AIR SEALING REQUIRED: N1103.3.2(R403.3.2)SEALING(MANDATORY) N1103.5.1 (R403.5.1)HEATED WATER CIRCULATION AND . �y 0 Q THE BUILDING THERMAL ENVELOPE SHOULD BE DURABLY SEALED TO LIMIT DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE TEMPERTATURE MAINTENANCE SYSTEMS(MANDATORY) AND CONDITIONED SPACESF- l 1^ O INFILTRATION. SEALED.JOINTS AND SEAMS SHALL COMPLY WITH HEATED WATER CIRCULATION SYSTEMS SHALL BE IN U `,/ 7 U O �v1 O THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW EITHER THE INTERNATIONAL MECHANICAL CODE OR ACCORDANCE WITH SECTION SYSTEMS D IN THE BUILDING 5.1.1. HEAT TRACE RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING RECESSED LIGHT FIXTURES INSTALLED �� 00 FOR DIFFERENT EXPANSION AND CONTRACTION. SECTION M1601.4.1 OF THIS CODE,AS APPLICABLE. TEMPERATURE MAINTENANCE SYSTEMS SHALL BE IN �T� r � �� � THE FOLLOWING SHALL BE CAULKED,BARRIER MATERIAL, WEATHER STRIPPED OR ACCORDANCE WITH SECTION N1103.5.1.2.AUTOMATIC THERMAL ENVELOPE SHALL BE SEALED TO THE DRYWALL. THERMAL ENVELOPE SHALL BE AIR TIGHT AND IC RATED. �� w r o OTHERWISE SEALED WITH AN AIR BARRIER MATERIAL,SUITABLE FILM OR CONTROLS,TEMPERATURE SENSORS AND PUMPS ^ SOLID MATERIAL: N1103.3.3(R403.3.3)DUCT TESTING(MANDATORY) SHALL BE ACCESSIBLE. MANUAL CONTROLS SHALL Z r • O • ALL JOINTS,SEAMS AND PENETRATIONS DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR BE READILY ACCESSIBLE. PLUMBING AND Vrid'RING BATT INSULATION SHALL BE CUT NEATLY TO FIT AROUND rl W • SITE BUILT WINDOWS, DOORS AND SKYLIGHTS LEAKAGE THROUGH APOST-CONSTRUCTION TEST. WIRING AND PLUMBING IN EXTERIOR WALLS, OR �� � � • OPENINGS BETWEEN WINDOW AND DOOR ASSEMBLIES INSULATION THAT ON INSTALLATION READILY CONFORMS n W o • AND THEIR RESPECTIVE JAMBS AND FRAMING UTILITY PENETRATIONS N1103.3.5(R403.3.5)BUILDING CAVITIES(MANDATORY) N1103.5.3(R403.5.3)HOT WATER PIPE INSULATION h�� LU • DROPPED CEILINGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE (PRESCRIPTIVE) INSULATION FOR HOT WATER PIPE WITH TO AVAILABLE SPACE SHALL EXTEND BEYOND PIPING AND r w • KNEE WALLS BUILDING FRAMING CAVITIES SHALL NOT BE USED AS A MINIMUM THERMAL RESISTANCE(R-VALUE)OF R-3 O • WALLS AND CEILINGS SEPARATING GARAGE FROM CONDITIONED SPACES DUCTS OR PLENUMS. SHALL BE APPLIED TO THE FOLLOWING: WIRING. D.. • BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS 1. PIPING 3/4”AND LARGER IN NOMINAL DIAMETER. O • COMMON WALLS BETWEEN DWELLING UNITS N1103.4(R403.4)MECHANICAL SYSTEM PIPING 2. PIPING SERVING MORE THAN ONE DWELLING UNIT. • ATTIC ACCESS OPENINGS INSULATION(MANDATORY) 3. PIPING LACATED OUTSIDE THE CONDITIONED SPACE. of SHOWER/TUB ON EXTERIOR WALL THE AIR BARRIER INSTALLED AT EXTERIOR WALLS EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS O a • OTHER SOURCES OF INFILTRATION MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING 4. PIPING FROM THE WATER HEATER TO A • RIM JOIST JUNCTIONS FLUIDS ABOVE 105°F OR BELOW 55°F SHALL BE DISTRIBUTION MANIFOLD. ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE SHALL BE INSULATED. • SILL PLATES AND HEADERS INSULATED TO A MINIMUM OF R-3. 5. PIPING LACATED UNDER A FLOOR SLAB. THEM FROM THE SHOWERS AND TUBS. M -FOAM PLASTIC(SPRAY FOAM INSULATION)SHALL BE PERMITTED TO BE 6. BURIED PIPING. r� SPRAY APPLIED TO A SILL PLATE, HEADER,AND RIM JOISTS WITHOUT THE 7. SUPPLY AND RETURN PIPING IN RECIRCULATION THERMAL BARRIER AS SPECIFIED IN THE RESIDENTIAL CODE OF NYS, N1103.4.1 (R403.4.1)PROTECTION OF PIPING INSULATION SYSTEMS OTHER THAN DEMAND RECIRCULATION ELECTRICAL/PHONE BOX ON EXTERIOR THE AIR BARRIER SHALL BE INSTALLED BEHIND SECT.314.4 SUBJECT TO ALL OF THE FOLLOWING: (MANDATORY) PIPING INSULATION EXPOSED TO SYSTEMS. WALLS ELECTRICAL OR COMMUNICATION BOXES OR AIR-SEALED SEAL -THE MAXIMUM THICKNESS OF FOAM PLASTIC SHALL BE 3-1/4" WEATHER SHALL BE PROTECTED FROM DAMAGE,AND SHALL PROVIDE SHIELDING FROM SOLAR RADIATION BOXES SHALL BE INSTALLED. R�p ASC' -THE DENSITY OF THE FOAM PLASTIC SHALL BE IN THE RANGE OF 0.5 TO THAT CAN CAUSE DEGRADATION OF THE MATERIAL. N1103.6(R403.6)MECHANICAL VENTILATION 2.0 POUNDS PER CUBIC FOOT ADHESIVE TAPE SHALL NOT BE PERMITTED. (MANDATORY)THE BUILDING SHALL BE PROVIDED WITH -THE FOAM PLASTIC SHALL HAVE A FLAME SPREAD INDEX OF 25 OR LESS VENTILATION THAT MEETS THE REQUIREMENTS OF HVAC REGISTER BOOTS HVAC REGISTER BOOTS THAT PENETRATE BUILDING �~ � SO CG �� tV� AND AN ACCOMPANYING SMOKE DEVELOPED INDEX OF 450 OR LESS WHEN SECTION M1507 OF THIS CODE OR THE INTERNATIONAL 0 THERMAL ENVELOPE SHALL BE SEALED TO THE TESTED IN ACCORDANCE WITH ASTM E84 MECHANICAL CODE,AS APPLICABLE. SUBFLOOR OR DRYWALL. 7 M1507.4 LOCAL EXHAUST RATES. LOCAL WINDOWS, DOORS,OUTLETS, EXTERIOR BOXES N1103.7(R403.7)EQUIPMENT SIZING AND EFFICIENCY EXHAUST SYSTEMS SHALL BE DESIGNED TO HAVE AND OUTLETS SHALL BE PROPERLY CAULKED. RATING(MANDATORY) HEATING AND COOLING CONCEALED SPRINKLERS WHEN REQUIRED TO BE SEALED, CONCEALED FIRE �ze2�6 THE O CAPACITY TO EXHAUST THE MINIMUM AIR AFTER ELECTRICIAN HAS ROUGHED IN,ALL NEW EQUIPMENT SHALL BE SIZED IN ACCORDANCE WITH ACCA SPRINKLERS SHALL ONLY BE SEALED IN A MANNER THAT pF NE`rl� FLOW RATE DETERMINED IN ACCORDANCE WITH WIRES, FIRE CAULKING SHALL BE INSTALLED. MANUAL S BASED ON BUILDING LOADS CALCULATED IN TABLE M1507.4 ACCORDANCE WITH ACCA MANUAL OR OTHER IS RECOMMENDED BY THE MANUFACTURER. CAULKING APPROVED HEATING AND COOLING CALCULATION OR OTHER ADHESIVE SEALANTS SHALL NOT BE USED TO M1601 DRYER VENTS, HOSE BIBS,AND PIPES OR METHODOLOGIES. NEW OR REPLACEMENT HEATING AND SHEET TITLE DUCTS THAT PENETRATE AN EXTERIOR COOLING EQUIPMENT SHALL HAVE AN EFFICIENCY FILL VOIDS BETWEEN FIRE SPRINKLER COVER PLATES SURFACE MUST BE SEALED TO ALLOW NO AIR TO RATING EQUAL TO OR GREATER THAN THE MINIMUM AND WALLS OR CEILINGS. DIAGRAMS INFILTRATE THE PROJECT. REQUIRED BY FEDERAL LAW FOR THE GEOGRAPHIC LOCATION WHERE THE EQUIPMENT IS INSTALLED. & TABLES JOB NUMBER 2021 - 05 SHEET NUMBER 70F7