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HomeMy WebLinkAbout52583-Z of souryolo Town of Southold * P.O. Box 1179 53095 Main Rd I%01 COUNV. Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46987 Date: 04/20/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ADDITION AND ALTERATION Location of Property: 985 Track Ave Cutchogue, NY 11935 Sec/Block/Lot: 13 7.-1-2 5 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 11/07/2025 Pursuant to which Building Permit No. 52583 and dated: 12/30/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations, including covered front entry and rear deck, to existing single family dwelling as applied for. The certificate is issued to: Tor Opedal ,Elena Opedal Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 52583 03/30/2026 PLUMBERS CERTIFICATION: A t rized Si ture Of souryo TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, NY i 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#: 52583 Date: 12/30/2025 Permission is hereby granted to: Jose P Cotzojay, 985 Track Ave Cutchogue, NY 11935 To: Construct additions and alterations to an existing single-family dwelling to include mudroom, rear deck and front porch as applied for. Premises Located at: 985 Track Ave, Cutchogue, NY 11935 SCTM# 137:1-25 Pursuant to application dated 11/07/2025 and approved by the Building Inspector. To expire on 12/30/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $589.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total S689.00 ;� ICJ Building Inspector - pF SO(/ryOlo Town Hall Annex Telephone(631)765-1802 54375 Main Road N P.O.Box 1179 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Jose P Cotzojay Address: 985 Track Ave city: Cutchogue st: NY zip: 11935 Building Permit#: 52583 Section: 137 Block: 1 Lot: 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: SA Electrical License No: 62094 SITE DETAILS Office Use Only Commercial Indoor X Basement Service Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation 2nd Floor Hot Tub EV Charger New X Addition Attic Spa Generator Surrey Mezzanine Garage Dock INVENTORY Service 1 ph In-wall Heater Recpt 12 Ceiling Fixtures Smoke Detectors Pump Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 5 CO Detectors Heater Main Panel A/C Condenser Single Recpt RecessdFixtures 19 Combo Smoke/CO Transformer Sub Panel A/C Blower Range Recpt Ceiling Fan Heat Detectors Salt Gen Transfer Switch Mini Split Dryer Recpt UC Lights Fridge AutoCover ARC 2 Blower Heads Switches 6 Pucks Lights Dishwasher Mini Fridge GFI SepticDisconnect Emrgency Strobe 4'LED Microwave Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust Hood Dehumidifier Other Equipment: Notes: Screen Porch Converted to Living Space Inspector Signature: Date: March 30, 2026 ay� OF SOUly�lo _ TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [vFRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ( S I �� • 20� I I PKIVaeS �_t 620-9 DATE INSPECTOR so TOWN OF S MOLD BUILDING D6T. ^ourm��' 631-765-1802 INSPECTION [_ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] .FOUNDATION 2ND [ ] -INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION �OLECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE 12-1, INSPECTOR - OF SOUIyo -- --- - - - -- # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ NSULATIOIWCAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 09A I n� Lie- Az 4'"m rveee(ge'( . DATE INSPECTOR pf SOUTyo� ��;eN ga 1 ( off OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION rl PRE C/O [ ] RENTAL REMARKS: - rcon /yu/no", !�e A DATE INSPECTOR ` Sa s�3 OF SO(/T�°lo _ # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION - I FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: tI pl� p_e, A�„� S Alk OL DATE 36046 INSPECTOR MofERU M THER Insulation of the Future Insulation ertificate This form must be filled out and posted to comply with building code requirements.This meets IRC Sections N1101.3,N1101.41,and N1101.8 requirements. The following spray foam product(s) have been installed: El ThermoSeal 500 ❑ ThermoSeal 1200 ® ThermoSeal 1600 ® ThermoSeal 500 HY ® ThermoSeal OCX ® ThermoSeal 2000 ThermoSeal 800 ® ThermoSeal CCX ® ThermoSeal 2100 ® FlameGuard 500 ® ThermoSeal 5G Consult International Building Code Chapter 26-Plastic and International Residential Code R314- Foam Plastics for specific requirements. The spray polyurethane foam insulation system(s) has/have been.installed in accordanance with the manufacturers installation guidlines to provide a thermal resistance outlined below: Area Insulated R-Value Thickness Installed" Attic Area R- at inches Ceilings open cell R- 38 at 9.5 inches Walls(provide location) Exterior wall- open ceel R-24 at 6 inches Walls(provide location) R- at inches Floors closed cell R- 21 at 3 inches Crawl Space Perimeter R- at inches Basement Exterior Walls R- at inches Other: R- at inches ** Nominal thickness are are representative of field,spray applied foam insulation. 985 Track Ave Jobsite Address: Cutchogue, NY 11935 Date of installation: 02/11/2026 Building Contractor: Jose Piriri Thermoseal Contractor: KC Insulation Corp Phone: (631)439-5994 Installed By: Carlos Coreas * POST NEAR ELECTRICAL PANEL** THERMBIER lmlOmWUa F. M ThermoSeal - PO Box 32• New Canaan,CT.06840 Ph: 1-800-853-1573 info@thermosealusa.com FIELD INSPECTION REPORT I DATE COMMENTS FOUNDATION (1ST) ------------------------------------- FOUNDATION (2ND) z R c /te Cp vit-d.c,�/dk- Gv S O .� �s y ROUGH FRAMING& PLUMBING ' � 1 Jl, A-.1 te ,7sv/afisyL i1761or—lltrz. coves°. INSULATION PER N.Y. y STATE ENERGY CODE ogp o s ge 1711--� T C•o. FINAL 00 5 C.0 ADDITIONAL COMMENTS 12 Z H � O . � Z x Z E� x v b :psufFoj��o . TOWN OF SOUTHOLD-BUILDING DEPARTMENT O G s Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 may • a��� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT DO 9 E For Office Use Only `�, R N 0 V 7 2025 PERMIT N05 �J Building Inspector: �'A�j Applications and forms must be filled out in their entirety. Incomplete BuIlcling Department applications will not be accepted. Where the Applicant is not the owner,an TD''N n Of SOUthold Owner:'s Authorization form(Page 2)shall be completed. Date: Io Q6 Jay, OWNER(S)OF PROPERTY: Name: Toe ANo bs.,a avrqwL- SCTM # 1000- 131 Project Address: qa5 TuVC;/ pjC • Uwemoeu- • MY 11935 Phone#: 6116 - (,'1' -1316 Email: LA'roRP£Dola Poi-Me- Mailing Address: $ Qlueo- Tom• vr• JqT • pEw YOrzv— •1NY �02$2 CONTACT PERSON: Name: LF.NR OPepac. Mailing Address: n �- • -- - qAr. Ids AE w .Yalzrc- Nr l0 232-_ Phone#: 6y6 - (Olt} _Q315 Email: LA'roRP£Do1@, pfn•ME- DESIGN PROFESSIONAL INFORMATION: Name:.-.DAU10.t111A0IN3. -...Q.RGiF]r�CTS Mailing Address: �g /Y110�W� Qp • CA2cE. p •,E Y Phone..#: 631. .--332 -30ftd_. Email: den 0, A9CHI7W 6. MAD.0 n. - CONTRACTOR INFORMATION: Name:__ - V PAR ( Pala- 0- CdN3TR.ue.'fbN . Mailing Address: -1bt13 _ 0),01P.Le-...eAuN 00 • C -'-jF2ToN '1�1y •.11433 Phone#: 631 - 300 b50 Email: E . Q�ILte.�YA+laa.•can'J DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure JgAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ O coo-00 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes NNo 1 PROPERTY INFORMATION Existing use of property: SIN FArh 'Intended use of property: 51^�64 FEW CUYS"IN6 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Q—qO this property? ❑Yes DgNo IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in 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 Sub mitted ed By(print name): LENS ❑Authorized Agent 5IOwner -bmitt_ Signature of Applicant: — / —p Date: 10 STATE OF NEW YORK) SS: COUNTY OF ) �:Oa being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract)above named, (S)he is the_ rL.0q-y-P V— (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of , 20._S�q, Notary Public AYSALAPAIX NOTARY PUBLIC STATE NEW YORK REGISTRATION No.01 LA6140445 NTY PROPERTY OWNER AUTHORIZATIO QUALIFIEDN NEW ESJAN3YORK ,202 COMMISSION EXPIRES JAN 30,2028 (Where the applicant is not the owner) N/14 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. �'�• In �ITTi��� Owner's Signature Date Print Owner's Name 2 UE pC BUWDINO DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD � , -` To�n 4-lall_khhex- 54375 Main Road - PO Box.1179 Southold, New York 11971-0959 y Telephone (631) 765-1802 O APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 0 ' � Z Company Name: A (6l1'CV-91,e 'AL 1 me----- Electrician's Name: I/— eCA-i��r>0 �SG-IA&L- �� -- Z.C_" G/ Elec. email: -fj jai License No.: 1q 6 ' -' Elec. Phone No: -1416 3 ❑1 request an email copy of Certificate of Compliance Elec. Address.: 1� 41� _76^3 JOB SITE INFORMATION (All Information Required) Name: C Address: TM at Cross Street: Phone No.: Bldg.Permit #: email: Tax Map District: 1000 Section: Block: Lot: v�S BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage I SvD Circle All That Apply: Is job ready for inspection?. �� YES NO Rough In Final Do you need a Temp Certificate?: YES NO Issued On. Temp Information: (All iriformation required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service Fire ReconnectF�Flood ReconnectOService Reconnect OUnderground QOverhead # Underground Laterals 1 FJ2 M H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION V PERMIT## Address: Switches Outlets GFI's Surface Sconces. H H's C r UC Lts Fric ge HW POOL Fans Mini Fr. - -_. W/D Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. CaFbd'n M.icro G.rb-Dis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo ;' Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments en w .w Town Hall Annex ``' %, t Telephone(01)766-i 862 54375:Main Road Fax(631)765-9502 R.O.Sox 1179 F c e r southold,NY 11971-0959 ? BUMDING ®E ARTMEN T. .NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION.AND OR �'II�ISEIR CONSTRUCTION! Date• �Qf abl a Owner: foe auo GENR O P Location of Property: 9-C 5� eael&_ :A C�rrr ,,E NY f IR35' Please take notice that the (check applicable line): New commercial or residential structure X Addition to existing commercial or residential.structure. Rehabilitation.to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable.line): _ Truss type construction(TT) Pre-engineered wood construction (l'W) Timber construction (TC). in the following locations) (check applicable line); Floor framing, including girders and,beams (F) Roof.framing (R) x . __ Floor-and roof framing (FIR) Signature.-:.,. . Name (person submitting this form):.:. C&io MAWK)s .. (AejU417150) Capacity(check applicable line): Owner Owner representative TrussReg15:docx Effective:1/1/2015 SYMBOL LEGEND M MONUMENT FND BEARINGS SHOWN HEREON ARE MANHOLE TEST HOLE BASED ON LIBER 13267 PAGE 381 0 I P /I B FND EM "A"-INLET TREE Ca I P / 1-8 SET M -B"-INLET SHRUB 103y" SPOT ELEVATIONS ®I YARD INLET p BOLLARD CO-> UTILITY POLE YARD INLET k, WETLAND FLAG GUY V.1RE 93 ELECTRIC METER CANT CA14TILEVER UTILITY POLE VI/LIGHT d GAS METER FE FENCE LIGHT POLE © WATER METER MAS MASONRY SIGN N GAS VALVE PLAT PLATFORM 6(.;:CE f,P'X) W W WINDOW WELL I'L;lu-(STK) WATER VALVE B/W BAY WINDOW �`' • —x.— Ctl;,R1;.LrI:K FENCE'(CLF)O/H OVERHANG C/ECELLAR ENTRANCE X� WIRE FENCE R/O ROOF OVER .� FIRE HYDRANT D C DEPRESSED CURB A/C UNIT �] CROSS CUT G 01 GENERALLY ON LINE A. STAKE O/L ON LINE R.O-Vf- RIGHT OF WAY FAf LOT 100 FM LOT 101 TAX LOT 12 FAf LOT 99 FM LOT 98 TAX LOT 11 S42°58'40"ED �D WRF 100.00' 13E',�,I S42050'40"E (.C—.,T�I��L)-- 100.06'(_CTUAL) D_n WALL WALL FND CLF CLF DILAP UA A,a 1:'' 'qO F C` �Bk WALL rj i PIPEy- • —.-- =r_ `— -•.ri {i] 1 V;��A FEN �09' A1F�i1ri1 4' WOOD/WRE FEN 1VeR 4}„�I `4� •. CHAIN LINK FEN �1.5' _ +1.0' O. FM LOT 60 FM LOT 59 TAX LOT 25 POOL `N EQUIPMENT'S 0 � ' W I POOL s21'�_ POOL 39.6' el z � 4 g • Il tll�tili,I�::J�I'L'I.L 4 y f f � y M 1==� FM LOT 58 FAf LOT 61 cIF TAX LOT 26 TAX LOT 24 co' Ul PROP R F V.SiF"IiN.F in' W _ TASK'Sv r ` I °"PE,;Fa u 4' WOOD .. WDF I 1�4, i°•.UI: WIRE FEN. -0.9, I II' E. 1'/ 3 J a 3' i \ I 2 STORY FRAME BUILDING ry lT tea: #ga5 W � '1'fi•0'r GFiI W^C � O O , 34,T p 15.4' =�` I to. II' r` I FND MONrf;hltF+ 86.6.g' 1 2.T} D`_'' - _ ti Cr'2G... ,�I.Wo..,V0 4, �—[�4`4`.i 41?:.,"�,Or1-f./ - EDGE OF PAVEMENT —'— —' TRACK A VENUE (50' WIDE) ` GRAPHIC SCALE GUARANTEED TO; mg � Aam TOR OPEDAL LOT AREA - ELENA OPEDAL 17,900:63 S.F. A ( IN FEET ) FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC 0.41 AC. 1 inch = 30 ft. - SURVEY OF PROPERTY ' e r y .• , 1 985 TRACK AVENUE, CUTCHOGUE, NEW YORK 11935 AL LOTS 59 AND 60 sII u . land surveying MAP OF SECTION 2 ±" I� ii1;,' 'ffPtll 1F4' I PROPERTY OF M.S. HAND f ` ti r m 'slandsurve .com P:631 -957-2400 y FILE DATE: 05/12/1939 MAP N0. 1280 1 South Bay Avenue, Islip, NY 11751 SITUATE •`•�.5,';�,�?'--.�";``�`` LAND—"" DR-:MC CREW.:JM SCALE: 1" = 30' CUTCHOGUE, TOWN OF SOUTHOLD ��- TAX MAP No. SUFFOLK COUNTY, NEW YORK DATE SURVEYED:07/03/2025 JOB No.S25-2853 1000-137.00-01.00-025.000 r,ii'aml=nan..,'i.•::?.,� - rr— ,..r.-.ruv Ord nos�,bnara.s:--,.•,n_-•'i�c•.�6.n vaumr+a t-'; lr,,9VB-D/mYON t;iT+.t4 t 'P.I- c.2t,(Aa,; c'+,; a:✓... .-r.I. n - t '�n�,•'C.I,rr.. IVIC••n 1'E_R1 r'c'q'Zm qux t^tron:'rtu..•- •I !�•'(—y*'�iIf3.1p,4 U.+. •,,'!:•� J"+Iu:�A+._ars Ih'r Iu,,r�»h) l?h.i_J'lli 1`11-1' .yC'•11 M[C.311Lti -.f r7 . :r•x.afiT tyt 6!`I.1;ylx ( 'itK . ,.?,7 .,1... t:tlurt[O 10 fERSVYl fPi w•qu 9N:Ili'.ri;s+ ;N,i••'t.D"s ... "IR>R�I•. -1..A :Jvll11,.3)iltt.J:}4 .l,•:t7 li•Y,11'.n:f.:II17.I.�It.I,Lf_IL ='1 t• IIOt14_ Y'lix=.1•�111E CL 111T�.AI,.1.I+t.�I1. ..}:� .r.. 1}( L1::1'�-1 G�-.1i '+;j Iu,11�=:1IL .!(' �lkaz n ivi{,�.t�al'1 \1•.•,n'.•}Y l' �?tS ,"I J ".h L+- _.I C.'I_: '1 PR•r!..� 5_-=7.L=:,.i:r,• -,••�tl,yi A.. r,,(•:•Ct.l. }'to_?�' ,{.I,Ip';.l t;.'d;;_tl:II(n1.�1t:1-C�' viT f.l Tu^! 3.9:t„LF:,._'tf Irt.fE �-i• ;,rY.1�_r--- '4'i Ir :�[LWT :Ra•TI'i417'{Y:i7 G el[ 'ht, f•C.:!:�'•Id Ilh:[Y P!'I.'7•.= I'Ip..I-. i•Cs3.,r�'.Ih:%.k-�h:• .,;,. ;t�u lYP[ c, h:r-,•nr•+-, - I �-:•:Itl:s^'o} r e ,r ! 1 a.r:.,l_ I ..G'I:T:-L 4:•c {7'a 1 1 t hiSr:IAI Inr..,C"Y� fri"E N•-!OE .,.•q tt. J:YIF},'rl (� L 1 ':4 111.11 rr,7lt�rL.;•a.+Ii� v.51:rA..II_ [^t-ci'S;,r.,.,i:,' -i-a i'1.'::=...r.•,�•IL. g1t711•fn. i)+-. 7M1••••.9.q^.^1r.G st•S`�a e rCC13D':,.1, C E•'--T. 1'fI r�„y, ' ('!.It: r:.a.�;r- . ,c 4 - >.a• I ••( � I... � 'S;, P°�..,"^.? I'+.t>-[4;2 11'• Ii S n- >f.. 4 e 4:r•,:1 g[:-�;•:II Cl•WaCTSCn w0•RC tqi t r e �f n R11 �.0 i iiar>I� %.:UU11caLC Project Information Project Title: Opedal Residence Energy Code: 2021 IECC Location: Cutchogue,New York Construction Type: Single Family Project Type: Addition Project Sub Type: None Glazing Area: 25% Project No: 1554708 All Electric: false Is Renewable: false Has Battery: false Has Charger: false Has Heat Pump false Construction Site: Owner/Agent: Designer/Contractor: 985 TRACK AVE Tor&Lena Opedal DAVID MARTINS CUTCHOGUE,NY 11935 8 RIVER TER 18 MIDTOWN RD NEW YORK,NY 10282 ARCHITECTS MAD 646-647-9315 CARLE PLACE,NY 11514 LATORPEDOI@PM.ME 631-332-3021 dm�'a_aa rcniLecLsmaa.com Project Notes: Report Title: Opecial Residence Report Date: 11/1/25, 6:29 AM 1 of 12 Y Envelope Assemblies .Prop_ . Rea_. Assembly Gross Area or Cavity Cont. U- U- Prop. Req. Perimeter R Value R-Value Factor/ Factor/ UA UA F-Factor F-Factor Ceiling:Flat Ceiling or 440 38.0 0.0 0.030 0.024 13 11 Scissor Truss Floor:All-Wood Joistrrruss 440 30.0 0.0 0.033 0.047 15 21 "Waii:Wood rrame,16• 500 21.b 0.0 0.057 0.045 21 17 o.c. Window 2:Wood Frame 51 0.270 0.300 14 15 SHGC:0.29 Door 2:Glass Door(over 76 0.270 0.300 21 23 50%glazing) SHGC:0.29 a strade-off 0.40 l+ The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Compliance Statement The proposed building design described here is consistent with the building plans,specifications,and other calculations subb1111LLed YY'Ith t11C,-%CI 11It aO F,p11tOlI an.The propvo cu UUllu 11I 91has1 1-d.SigrICU LV IIICCL L 1=2V221 IL.I.ICL�UII CI11e1 Ls 1 11 REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ClAymo A)-S —MCA1162F I S Name-Title signature Date Report Title: Opedal Residence Report Date: 11/1/25, 6:29 AM 2 of 12 1 Inspection Checklist u Energy Code:2021 IECC Requirements: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 aseoarate table,a reference to that table is provided. Pre-Inspection/Plan Review section t ) Plans 9 Field s # - Ue�ified Verined _ &Req t0! Pre Inspection/Plan Rev►ew ° Value Value } Complies' Commenfs/Assumpt�ons ^ fi 103� 1, Construction drawings and Complies 1103.2 documentation demonstrates u [PR1]1 energy code compliance for the ! Does Not building envelope.Thermal a M omply envelope and energy Not compliance path represented on servable construction documents. " nNot f [ pplicable j r ! 103.1, I Construction drawings and 1 C1 Complies 103.2, aocumentation demonstrate - 403.8 energy code compliance for (]Does Not ' [PR3]1 lighting and mechanical Comply !systems.Systems serving [�Not {multiple dwelling units must i56servable I i demonstrate compliance with ! i the IECC Commercial Provisions. Not pplicable 302 1 5 HeatinQ and coolinq equ! ment Heating Heating: Complies em ocrT.nnr nraa,IU.., '�c. Rr,M Rr 0 �. "[pRz]z 1 based on loads calculated per I V �]Does Not f I' fi ?ACCA Manual I or other methods rJ $Comply approved by the code official. Cooling: Cooling: ! Not I` Btu/hr Btu/hr 11�servable 0 0� Not (� 1= 1 pplicable Additional Comments/Assumptions: i 1 1 High Impact(Tiler 1) 2 <` ? Medium Impact(Tier 2) 3 "_` Low Impact(Tier 3) Report Title: Opedal Residence Report Date: 11/1/25, 6:29 AM 3 of 12 Foundation Inspection l&R ion nspecton Fundae omments/Assumptwns f i t 303 2 1 "A protective covering is installed to Q Complies [FO11]2 z protect exposed exterior insulation and extends a minimum of 6 in.below Does Not grade. omply 9 Not servable n Not pplicable 403 9 Snow and ice-melting system controls i 0 Complies [FO12]z installed to shut off system when M pavement temperature>50F and no Q Does Not precipitation. P Omply r ,;( Not }' Observable f Not i plicable Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 2 :`,' Medium Impact(Ter 2) 3:' Low Impact(Tier 3) Report Title: Opedal Residence Report Date: 11/1/25, 6:29 AM 4 of 12 Framing / Rough-In Inspection ggp 1lanfja# Y llsucfiFiox &Be iD s inspecr io�i �,` Va4tte Va{ue Comptfies' onnmenCSJAsslump#NbnS 402.1, #Glazing U-factor(area-weighted U U(� O Complies See the Envelope 402.3.1, j average). I_J I�! Assemblies table for Does oes Not values 402.5 omply [FR2]i Not III servable fAi Pp Not `1�ppiiCaiSi� �. I i I I I 402.4.1.1 r barrier and thermal barrier r s 0 Complies [FR23]3 installed per manufacturer's ' s r I instructions. Q Does Not xy` y comply 3a ' i�Not i servable 1 'Not pplicable yR 402.4.3 Fenestration that is not site built t f< s Complies [FR20]1 is listed and labeled as meeting Does Not AAMA/WDMA/CSAr y (] 101/I.S.2/A440 or has infiltration $ Comply j rates per NFRC 400 that do not > (�Not (exceed code limits. Observable } ,j [—i Not plicable IC-rated recessed lighting £„ Q Complies fixtures sealed at housing/interior finish and t `R" Q Does Not r = labeled to indicate 52.0 cfm mply leakage at 75 Pa. z Not t 2servable Not plicable 403.3.1 Supply and return ducts in attics ( ' aT Q Complies [FR12]2 insulated>=R-8 where duct is , >=3 inches in diameter and wfit " []Does Not {( >=R-6 where<3 inches. ` � u Comply # u Not .z 6bservable # ( rj (1Not 1 3 JPpp"plicable I 403.3.4 Ducts,air handlers and filter t 3 Complies 1 [FR13]1 boxes are sealed with joints/seams compliant with Does Not International Mechanical Code omply or International Residential F t t -� �� ��y a"° oNot Code,as applicable. Observable k � t�Rl ` NotPp ss plicable ht`fsr 3'7 x Building cavities are not USed as '' `� �hz_ U Complies s' 4 jFR159� i ducts or plenums. # * m E` k Does Not a '? r r r PO NOt 11yatev k r e "v ,r �y VDservablE Not ## Applicable i :A03 4t z'.HVAC p%in conveying fluids f-1{ ! Complies — [FR17]s above 15 F or chilled fluids R� `— 1 below 55 4F are insulated to aR- Does Not 3. omply 2 Not f x servable I Not r pplicable Report Title: Opecial Residence Report Date: 11/1/25, 6:29 AM 5 of 12 SeGtcon �� `' j Plans Freltl j �'6 ,- ` r Framtng�Rqugh trr f Verined f Verified �� � <&Req IID�� F'nspectron } � Value ; Value � YComphes� ,r Comments/,Assutnptrons' boxes installed in the thermal i ,? boundary of the envelope ax s Does Not I ]• sealed to limit air leakage 4 omply between conditioned and Not ( unconditioned spaces. a Mservable PNot l [ z j�p'plicable I k^ i 403.4.1 f Protection of insulation on HVAC j( Complies t #[FR24]' piping. a a f Does Not tj Comply ( * Not servable { c 3 Appl cable j 44 5 Hot water pipes are insulated to i R�. { j R� Complies f Does Not 1 , omply If Not i servable ;] (�j Not �Pplicable 403 6 s Automatic or gravity dampers o Complies FR�93z ]are installed on all out air pp e t intakes and exhausts for (( ))u�e�iSSi ^ mechanical ventilation systems. �, Pomply i s Not # servable t �Not pplicable 403 6 3 Ventilation systems in climate }} Complies jElt3o�z zones 7&8 shall utilize heat or i p Wz k M.Doec.Not eomply +pp{ f Not K 4 � ��a '� n e UDservable s } t h x t (1Not 3 Jpp`plicable I 4 303.1.3 I U-factors of fenestration * ; Complies [FR4]1 ned in accordance with the ducts are �NFRC test s.(1 ! Does Not procedure or taken from the k H�' r r Comply j default table. `� Q Not I}1 Observable Not plicable Additional Comments/Assumptions: 3 i 1 [High Impact(Tier 1) 12'.h'`I Medium Impact(Tier 2) 13 Low Impact(Tier 3) Report Title: Opecial Residence Report Date: 11/1/25, 6:29 AM 6 of 12 Insulation Inspection (( Sectron ' � Pians � Fietd � tt 'S i_ 3E ! i Vor�fiari Vor�fiPcl L 1' ~j f'�Req ID � %{nsulaton Inspection � ;Va{ue Value ' � "'s � i A Comp�iee? '�CommentslAssumptlo►is {303 1 4 All installed insulation is labeled Q Complies f_[IN13]2 or the installed R-values r Does Not € Provided. ' Comply } E�Not f servable HNNIiLd'uie ! }4021 Floor insulation R-value. R(--1 R Q Complies See the Envelope f 402.2.7 L-_1 1�] Does Not Assemblies table for 1 [IN111 Q Wood Q Wood yIy values �mply Q Steel Q Steel I((]]Not Observable J Wot !� lirahla I 1402.1, Wall insulation R-value.If this is (--1 R= i❑Complies See the Envelope 402.2.5, a mass wall with at least'/2 of R I Assemblies table for 402.2.6 the wall insulation on the wall Q Wood Q Wood !Q Does Not }values [IN3]1 exterior,the exterior insulation Mass Mass t CComply ( 3 requirement applies(FR10). Q ❑ n Not ff i 6 Q Steel Q Steel Observable [ Not Applicable r s s i j 303.2 Wall insulation is installed per Q Complies }(IN4]1 manufacturer's instructions. = Does Not I Po C-omply Not Itlt k servable Not pplicable Additional Comments/Assumptions: i 9 1 High Impact(Tier 1) 2 `rya Medium Impact(Tier 2) 3,` Low Impact(Tier 3) Report Title: Opedal Residence Report Date: 11/1/25, 6:29 AM 7 of 12 Final Inspection Provisions 'Section Ptans Ti ?&Req tD Final Inspection�rpvrsions f Va'Iue Value Complies Comm nts/Assuiiiptrons� 303.1.1.1. Ceiling insulation installed per O Complies 303.2 manufacturer's instructions. [FI2]1 Blown insulation marked every [ Does Not 300 ft2. omply Not servable 1 Not € iappiitauie I r 303 3 ' Manufacturer manuals for " 1 O Complies [FI18]3 mechanical and water heating Does Not systems have been provided. } omply [ , (�Not G'- Qservable 2ot 11rahip I 463 2 Hot water boilers supplying ❑Complies �[FI26]� heat through one-or two-pipe heating systems have r, Does Not automatic outdoor setback Oomply 4 t control to lower boiler water nNot i 4' temperature based on outdoor Qservafile temperature,indoor l3 ' temperature or water 3(�]Not I temperature sensing. r plicable 403.3.4.1T Air handler leakage designated Complies [F124]1 by manufacturer at<=2/o of 1 design air flow. Does Not v Q Comply Not servable n Not f {i}} -plicable +( 403 10 1 Readily accessible switch on O Complies €[FI12]$ t heaters for swimming pools or ; _ permanent in-ground spas. Does Not f r Switch operation does not k Comply 1 s change heater thermostatNot setting.Heater circuit breaker ` ; �„observable is installed independent of switch.Gas-fired heaters [ i Not egw Ap pped with ignition pilots plicable that are not continuously r; ourmng pnots. n „ „ ,•p,. ., r i 403� 3.5 ��Ducts are pressure tested in j Q Complies [FI2711 accordance with r ANEI/RESNET/ICC 380 or 1 cfm/100 ft2 cfm/100 ft2 Does Not ASTME1554 to determine air Comply leakage with either:Rough-in ❑Not test:Toal leakage measured I Observable with a pressure differential of € 0.1 inch w,g,across the system i Not including the manufacturer's ( pplicable air handler enclosure if i installed at time of test. 4 Postconstruction test:Total leakage measured with a 1 pressure differential of 0.1 inch i w.g.across the entire system including the manufacturer's air handler enclosure. 403 Timer switches or other0 Complies rr:f automatic preset schedule- s l control method are installed on ti noes ivoi I heaters and pumps serving limply j pools and permanent spas. Q Not I w �6servable t: �Not ! Xpplicable lI 403.3.6 Duct tightness test result of 0 Complies ! [FI4]1 <=4 cfm/100 ft2 across the 1 { r�nnac Not i y aybi-i n ur<=3 chnn iGO-R2 ctm11u0 ft2 ctm/luu ft` 1 without air handler 25 Pa. , eom I Duct tightness<=8 cfm/100 (�]Not @ PY ft2 for ducts within thermal observable envelope.For rough-in tests, verification may need to occur Not during Framing Inspection. Pplicable Report Title: Opedal Residence Report Date: 11/1/25, 6:29 AM 8 of 12 $QctiQn 1 uti s" Plans P- # r Verlied zr x Verii3etl 4 &Req ID Finai lnspectwon Pravislnrts t Ualue Ualue { Compl}es? 4'6mmenis/Assumptions 70 �0�7 Outdoor h at d '...0,.,.•.,,.. [F120]3 outdoor permanent spas have ( Li Does Not i. a vapor retardant cover. omply oe (�Not r i servable t❑Not pp licabie 1403.5.1:n Circulatinq.service hot water (—I Complies ([Flll]z systems have automatic or w accessible manual controls. Q Does Not { Comply ❑Not 66servable Not �.Jpiicable 403 51 1 Heated water circulation kY CD Complies `cmms have a.i-cula-t1C:: irr�ai ,s..p, ( Does Not Qump.The system return pipe !: is a dedicated retum pipe or a Comply cold water supply pipe.Gravity f Not and thermos-syphon circulation k s servable systems are not present. i Controls for circulating hot Not I` water system pumps start the M pplicable I pump with signal for hot water � demand within the occupancy, Controls automatically turn off i the pump when water is in i circulation loop is at set-point !� temperature and no demand y for hot water exists. #404.1 100%of permanent fixtures I x O Complies [FI6]1 have high efficacy lamps. Does Not Comply Not f Not r Ii PPlicable f 403 S i l l i Demand recirculation water f Coin lies i systems have automatic k O Does Not { controls to start pump when rK t I hot water is requested. omply l {{ [] Not Observable ! r E' Not !' ;1 PPlicable 404 2 Permanent interior lighting ;'O Complies III (F136J3 shall be controlled with either a Z (�Does Not dimmer,occupancy sensor or I otfief control built into the Comply (( s fixture. }1 Not servable (—I Not ( } 66 PP"Plicable i 404 3 Exterior lightingg>=30 watts Q Complies [FI37J3 shall have the following Does Not controls:manual onlofF switch (] with automatic shut-offi a Comply automatic shut-off in daylight Not 1 hours,and controls that I ([�] Jj �., override automatic shutoff that Observable i" ICLIIf II I>'tlJ OU1U111UL11.lVlltl l)1 � ry^ rl^Ivt {- within 24 hours. s i applicable �403 5 12 Electric heat trace systems O Complies [FI29]z comply with IEEE 515.1 or UL Y 515.Controls automatically Q Does Not adjust the energy inpput to the Comply ' heat tracing to malhtaih the EE Not (< 3 desired water temperature in 9servable +¢the piping. „� F-)Not Applicable I I i Report Title: Opedal Residence Report Date: 11/1/25, 6:29 AM 9 of 12 „s [ �>aq ED final tnspectlpn Pnavistans Value Uatae Comptts� Cbmments/Assµmptrons 03 Sys Dram water heat,ecO:c : ar t. a , r s� ornplles units tested in accordance with } k o�” i jFl3il x {x C Does Not CSA 655.1.Potable water-side � r1���y F�� �'�sr� � om I s �r pressure loss of drain water . r P y f' heat recovery.units<3 psi for �, (�� }Not individual units connected to ;$ ' M M i i 9servable e one or two showers.Potable water-side pressure loss of z r Not. wx , drain water heat recovery unitsl�pplicable I: + <2 psi for Individual units a u� ! connected to three or more 5fidW�i§. a t e z� [Flyi t pliicertificate an Complies whbuldng d compliance path and results. �' ��y �S t � n �' . Q Does Not h Imply PNOt servable I j Q Not f x r n• ��� > . ��+ P�plicable 403 6r2 : All mechanical ventilation 0 Complies jp}zSj3n system fans not part of tested > ❑ i and listed HVAC equipment tjx ' ' } Does Not meet efficacy and air flow ��� Imply limits per Table R403.6.2. * ro 6 Not servable �£ragQ Not Applicable 403 6 Mechanical ventilation systemsY w O Complies ]z tested and verified to meet the �F133 ; r Q minimum flow rates required Does Not '� s � kh,"� � �, � + pkpF s by Section R403.6. -; �k `` M f'"i Imply (t�','i�Not ;R� y .s ✓,; �,, a�.` .Y,.„setx,,.xs UDservable { Q Not PPlicable �403 Il Electric powered portable spas0 Complies jF{34] controlled by APSP 14 requirements y ��x �, (�]Does Not imply Not bserv�j IVot able S " ApPlicable u t 1 txtc-ndf—ugh for muitiiarriii e ' j 9 g Y " }U Cdmplie9 . jFl ] buildings shall comply with 5kr t Section C405.4. z Q Does Not Imply Not servable > rc Not " p '` s �plicable I4f1A�1 Fol Irn k�tinn.e"ctomgha�pc- �..«� s�.w.�e..pk ..X. e�.C'�('mm�lioe. - jJj�1237 l no continuous pll6 light. s u r [ ! + r + C Does Not 1 gs n t t Imply Not servable QNot Ilcable 402.1,N j Cei ling_insulation R-value. a.�, p, -- - F-I CompliesSee the Envelope= {. 4G,12J, •t 7 `•I I t Assembiles table rar 402.2.2, j O Wood O Wood t Does Not values 402.2.6 ! Imply t [Fill' 0 Steel 0 Steel Not @servable I j � Not ApjilicaBle $ gg4p2 2�3 Vented attics with air0 Complies i €tFr n it m.oahlains•.!..tio inc!,--dc.. -� } CO Does Not Ne adjacent to soffit and eave vents that extends over ti mply insulation. p-xp ya �' ar tr Not b6servable F Not tt ` plicable Report Title: Opedal Residence Report Date: 11/1/25, 6:29 AM 10 of 12 ; eGtfO» s y r r s i 044»S` K ;4 i j;,i5c Req ID zs�,Pir}at)[»spr~ctta»,�rrau+sfb»s � lfalrt� 2 '�� }Palate � Complr�S' �Gcmme�EslAssumptio»s 402.2.4 I Attic access hatch and door R� R�� O Complies � [FI3]1 insulation R-value of the adjacent assembly. Does Not Umply P Not g Observable d PNot pplicable i 402.4.1.3— Blower door test @.50 Pa. ACH 50= ACH 50= 0 Complies I[FI17]1 9<=5.0 ach in Climate Zones i= [ - 1 (}2,and<=3.0 ach in Climate )___J Does Not Zones 3-8. omply {{ Not servable f Not 1 Xip'piicabfe 402 4 Where open combustion air sr j Q Complies (Ftc3� ducts provide combustion air „ < to open combustion fuel s Does Not burning appliances,the omply appliances and combustion air ��.`�7 ,� ktr Not opening are located outside k a � € 9servable the building thermal envelope or enclosed in a room,isolated ti y Not from inside the thermal splicable ,z envelope.Such rooms are , sealed and insulated. ' ' w Prgyran7frabie efieritjosta%S -��� � ���� ,�� �-�s���:�Curr�Wiies f{61g] $installed for control of primary 1 Y heating and cooling systems �� ❑Does Not and initially set by � >r s �� Comply a� c7E manufacturer to code '.�.�r: av � zyY `u,� 5ra`n -( Not a specifications. aa, �f raAfz v� ar SV�,U� SCNabIE PNot pplicable l Additional Comments/Assumptions: I 1 High Impact(Tier 1) 2 ,% Medium Impact(Tier 2) Low Impact(Tier 3) Report Title: Opedal Residence Report Date: 11/1/25, 6:29 AM 11 of 12 2021 IECC Ener° y Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): Glass & Door Rating, 'U�Factor SHGC Window 0.27 0.29 Door 0.27 0.29 Skylight 0.00 Heating,4eCdoling Heating System: Cooling System: Water Heaters Name: Date: Comments: u Report Title: Opedal Residence Report Date: 11/1/25, 6:29 AM 12 of 12 oad APPROVED AS NOTED COMPLY WITH ALL CODES OF NEW YORK STATE&TOWN CODES DATE• 9-3O Z B.P# 5a 5 83 S R E Q Ur ED AND COITIONS OF J(�$ O Y:��_ SOUTHO[DTOWNND�A B SOIA&DTOWN RMNING BOARD NOTIFY BUILDING DEPARTMENT AT 631-765-1802 8AM TO 4PM FOR THE SOUTHOLDTOWNTRUSTO FOLLOWING INSPECTIONS: N.Y.$.DM FOUNDATION-TWO REQUIRED SOUMOWWC FOR POURED CONCRETE SCHD ROUGH-FRAMING&PLUMBING INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ELECTRICAL ALL CONSTRUCTION SHALL MEET THE INSPECTION REQUIRED TRUSS PLACARDING REQUIRED REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS Provide windborne debris protection for new exterior Mechanical Ventilation RETAIN STORM WATER RUNOFF glazing on buildings as per system shall be required PURSUANT TO CHAPTER 236 NYS Code. per NYS Energy Code OF THE TOWN CODE Blower door Must provide Manuals and ductwor D,J and S as per testing required. NYS Energy Code New York State Law You Must Call 811 Before You Dig CID GENERAL NOTES ON CODE COMPLIANCE SITEWORK NOTES WOOD AND CARPENTRY .R: 20. PROVIDE TEMPORARY WEATHER PROTECTION,DURING INTERVAL BETWEEN DEMOLITION AND 5. JOINT TREATMENT SHALL BE TOOLED MORTAR JOINTS ALL CONSTRUCTION SHALL CONFORM TO 1. SITE PLAN INFORMATION,INCLUDING ANY TOPOGRAPHIC ELEVATIONS,WAS TAKEN FROM REMOVAL OF EXISTING CONSTRUCTION,ON EXTERIOR SURFACES(AND NEW CONSTRUCTION 1. ALL FRAMING IS TO BE IN ACCORDANCE WITH • THE 2020 NEW YORK STATE BUILDING CODES INCLUDING BUT NOT LIMITED TO SURVEY OF THE PROPERTY. SEE DRAWINGS FOR SURVEY DATE AND PREPARER INFORMATION TO ENSURE THAT NO WATER LEAKAGE OR DAMAGE OCCURS TO STRUCTURE OR INTERIOR 6. STUCCO SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE RATIO OF 1 PART a. THE AMERICAN WOOD COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND o RESIDENTIAL CODE AREAS. CEMENT,1 PART LIME PUTTY,AND 6 PARTS SAND.ALL STUCCO SHALL BE APPLIED TO CLEAN, TWO-FAMILY DWELLINGS AND THE o BUILDING CODE 2. PROTECT FROM CONSTRUCTION DAMAGE ALL EXISTING TREES,VEGETATION,LANDSCAPING, MOIST CONCRETE AND MASONRY SURFACES. b. 2020 NEW YORK STATE RESIDENTIAL CODE o EXISTING BUILDING CIODE AND SITE IMPROVEMENTS NOT SCHEDULED FOR CLEARING. 21. ERECT AND MAINTAIN DUST PROOF PARTITIONS AND TEMPORARY'ENCLOSURES TO LIMIT IF THERE ARE ANY QUESTIONS,CONCERNS,OR ISSUES REGARDING THE INTENT,NOTES, o FIRE CODE DUST AND DIRT MIGRATION AND TO SEPARATE AREAS FROM FUMES AND NOISE. FRAMING DIAGRAMS,OR DRAWINGS,CONTACT ARCHITECT FOR CLARIFICATION PRIOR , ' o PLUMBING CODE 3. REMOVE EXISTING PLANT MATERIALS TO BE DISTURBED BY CONSTRUCTION AND EITHER TO CONSTRUCTION. o MECHANICAL CODE DISPOSE OF OR TRANSPLANT AT OWNER'S DIRECTION. 22. PROVIDE AND MAINTAIN INTERIOR AND EXTERIOR SHORING,BRACING,OR STRUCTURAL o FUEL GAS CODE SUPPORT TO PRESERVE STABILITY AND PREVENT MOVEMENT,SETTLEMENT,OR COLLAPSE OF 2. STRUCTURE IS DESIGNED FOR THE MINIMUM LIVE LOADS REQUIRED BY THE 2015 o ENERGY CONSERVATION CONSTRUCTION CODE 4. PROVIDE EROSION CONTROL DEVICES IF REQUIRED. BUILDING TO BE SELECTIVELY DEMOLISHED. INTERNATIONAL RESIDENTIAL CODE.ANY INCREASE IN LOADS DUE TO CHANGE IN FUNCTION, o PROPERTY MAINTENAINCE CODE CONSTRUCTION MATERIALS,ETC.SHALL HAVE WRITTEN APPROVAL FROM THE ARCHITECT OR • THE NEW YORK STATE BUILDING STANDARDS&CODE:2021 UNIFORM CODE 5. STRIP AND STOCKPILE ALL TOPSOIL IN AFFECTED AREAS FOR REUSE. 23. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. SUPPLEMENT SURFACE AND AREAS. 18 V!9TO'NN ROAD c 2025 • THE NEW YORK STATE BUILDING STANDARDS&CODE:2021 SUPPLEMENT TO THE NEW 6. FOOTINGS SHALL BEAR ON UNDISTURBED INORGAIJIC SAND,GRAVEL CLASS GW,GP,SOIL 3. THE BASIC STABILITY OF THE STRUCTURE IS DEPENDENT UPON THE DIAPHRAGM ACTION OF OARLE332-3 21NY 11514 YORK STATE ENERGY CONSERVATION CODE WITH A MINIMUM BEARING CAPACITY OF 3000 POUNDS PER SQUARE FOOT MEETING THE 24. PROMPTLY PATCH AND REPAIR HOLES AND DAMAGED SURFACES ICAUSED TO ADJACENT DV(`,-332-3021 FLOORS,WALLS AND ROOF ACTING TOGETHER.PROVIDE ALL GUYS,BRACES,STRUTS,ETC. Dr.�caRc111TFCTsrsro.a1M OTHER REFERENCE STANDARDS USED: REQUIREMENTS OF SEISMIC DESIGN CATEGORY B OR BETTER PER 2020 NYS RC.FOOTINGS CONSTRUCTION BY SELECTIVE DEMOLITION OPERATIONS. REQUIRED TO ACCOMMODATE ALL LIVE,DEAD AND WIND LOADS UNTIL FINAL CONNECTIONS • WOOD FRAME CONSTRUCTION IMANUAL FOR ONE-AND TWO-FAMILY DWELLINGS MAY ALSO BEAR ON ROCK OF APPROVED COMPACTED FILL PLACE IN 8"MINIMUM LIFTS. BETWEEN THESE ELEMENTS ARE MADE. ALL CODES SHALL SUPERSEDE THE DRAWINGS AND SHALL BE INCORPORATED INTO THE 25. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINIISH RESTORATION INTO CONSTRUCTION WHETHER THEY ARE INDICATED OR NOT. 7. DESIGN IS BASED ON SOIL BEARING CAPACITY OF 3000 PSF.IF NOT ACHIEVED DURING ADJOINING CONSTRUCTION TO REMAIN IN A MANNER THAT ELIMIMIATES EVIDENCE OF 4. CONSULT FRAMING DIAGRAMS AND/OR DRAWINGS FOR FRAMING DIRECTIONS,SPACING,AND EXCAVATION,NOTIFY ARCHITECT PRIOR TO COMPLETING WORK.IN AREAS LIKELY TO HAVE PATCHING AND REFINISHING. SIZES.IN NO CASE SHALL FLOOR AND ROOF FRAMING MEMBERS EXCEED 24"ON CENTER GENERAL STRUCTURAL NOTES EXPANSIVE,COMPRESSIBLE,SHIFTING OR OTHER UNKNOWN SOIL CHARACTERISTICS,A SOILS SPACING. 2020 NYS RC SECTION R301 DESIGN CRITFERIA TEST BY AN APPROVED AGENCY SHALL BE PERFORMED TO DETERMINE THE SOIL'S CHARACTERISTICS. FOUNDATION 5. PER 2020 NYS RC SECTION R317, PROJECT CLIMATIC AND GEOGRAPHIC DESIGN CRITFERIA: OPEDAL THE STRUCTURE,STRUCTURAL CONNECTIONS AND FRAMING SYSTEMS HAVE BEEN DESIGNED TO 8. BACKFILLING OPERATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR.FOUNDATION 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF:3000 POUNDS PER SQUARE a. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR RESIST LOADS AS SET FORTH IN TABLE R3301.2(1): WALLS SHALL BE ADEQUATELY BRACED PRIOR TO BACKFILLING. INCH. FOUNDATION WALLS SHALL BE PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA Ul. RESIDENCE CLIMATIC ANID GEOGRAPHIC DESIGN CRITERIA ALL SILLS AND SLEEPERS ON SLAB TO BE PRESERVATIVE-TREATED IN ACCORDANCE WITH WND DESGN SURJECTTODAMAGFFROM 9. DO NOT BACKFILL FOUNDATION UNTIL FLOOR DIAPHRAGM HAS BEEN FULLY INSTALLED. 2. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL.CONTACT ARCHITECT IF OTHER AWPA Ul UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE GROUND WIND SIESf`91D WINTER INNUAI CE SHIELD FLOOD AIR MEAN CONDITIONS ARE PRESENT. �20LBS SPEED TOPOGRAPHIC SWIND� BORNE DESIGN WNEATHERING FROST TERMITE DESIGN 'UNDER ME HAZARD FIR ATEMP BARRIER. MPH, EPRECTS REGION ZONE CATAGORY DEPTH TEMP REQUIRED 10. THE DRAWINGS INDICATE GENERAL PROVISIONS FOR DRAINING RAINWATER FROM THE SITE 130 NO NO NO B SEVERE 3._D„ Mo„E RATE iS YES NO 15MD I... 522 AND ROOF.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ROOF DRAINAGE AND FINAL 3. FOOTINGS ARE TO BE MINIMUM 36"BELOW GRADE U.O.N..SEE DRRAWINGS FOR FOOTING SIZE VE NOTE:REFER TO 2020 NYS RC FOR ADDITIONAL NOTES ON THIS TABLE. GRADING,INCLUDING PAVEMENT AND LAWN AREAS SO THAT WATER EITHER RUNS AWAY AND REINFORCING DETAILS.CONTRACTOR SHALL VERIFY DEPTH FOF ALL EXISTING FOOTINGS b. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY,A CONCRETE WALLS CUT TRACK NY FROM STRUCTURES NATURALLY OR IS PIPED TO DAYLIGHT OR STORM DRAINAGE. DISTURBED BY CONSTRUCTION. HAVING CLEARANCES OF LESS THAN /2 INCH ON TOPS,SIDES,AND ENDS,SHALL BE CUTCHOGUE NY 1 t935 PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA Ul. DATE: 10i2025 DESIGN LOADS: PROJECT No. s52aot t R301.4 DEAD LOAD."THE ACTUAL WEIGHTS OF MATERIALS AND CONSTRUCTION SHALL BE USED 11. CONSULT WITH OWNER FOR ANY PROPOSED IRRIGATION SYSTEM,OR MODIFICATION OF 4. PROVIDE 5/8 ANCHOR BOLTS EMBEDDED A MINIMUM OF 1 IN PIOURED CONCRETE OR A c. FASTENERS FOR PRESERVATIVE-TREATED WOOD ARE TO BE HOT-DIPPED,ZINC-COATED FOR DETERMINING DEAD LOAD WITH CONISIDERATION FOR THE DEAD LOAD OF FIXED SERVICE EXISTING SYSTEMS. MINIMUM OF 15"IN MASONRY BLOCK.SPACING FOR ONE-STORY STRUCTURES SHALL BE 72" GALVANIZED STEEL,STAINLESS STEEL,SILICON BRONZE OR COPPER,IN ACCORDANCE REVISION DATE EQUIPMENT." ON CENTER(D.C.).SPACING FOR TWO-STORY STRICTURES SHALL BE 36"O.C..PROVIDE WITH THE CONNECTOR MANUFACTURER'S RECOMMENDATIONS,ORl/2"OR GREATER t SUBMIT FOR BUILDING PERMIT 1022025 R301.5 LIVE LOAD.DESIGN IS TO ACCOMWODATE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 12. SEED OR SOD AREAS DISTURBED BY CONSTRUCTION.RESTORE LAWNS AS REQUIRED. ANCHOR BOLTS WITHIN 12"OF CORNERS AND BOARD ENDS.C00)RDINATE WITH FRAMING. STEEL BOLTS. 2 CALLED FOR IN TABLE R301.5 2020 NYS[RC.ANY INCREASE IN LOADS DUE TO CHANGE IN 3 FUNCTION,CONSTRUCTION MATERIALS,ETC.SHALL HAVE WRITTEN APPROVAL FROM THE 13. RE-GRADE DRIVE AND PARKING AREAS WITH 16"MIN.COMPACTED BED OF APPROVED BANK 5. KEY ALL FOUNDATION WALLS TO FOOTINGS. 6. PROVIDE TERMITE SHIELD AND CLOSED CELL FOAM SILL SEAL AT SILL PLATE.INSTALL 4 STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. RUN GRAVEL. ACCORDING TO MANUFACTURERS RECOMMENDATIONS.SILL PLATES SHALL HAVE FULL G TABLE R301.5 MINIMUM UNIFORMLY DISTFRIBUTED LIVE LOADS(IN POUNDS PER SQUARE FOOT) 6. DO NOT BACKFILL FOUNDATION UNTIL FLOOR DIAPHRAGM HAS BIEEN FULLY INSTALLED. BEARING ON THE FOUNDATION SYSTEM. USE LIVE LOAD 14. CONSULT WITH OWNER FOR LANDSCAPING PLAN,PROPOSED PLANTING SELECTIONS,AND UNINHABITABLE ATTICS WITHOUT STORAGE 10 PLANTING BED FINISHES. 1. PROTECT ANY DAMPPROOFING AND INSULATION DURING BACKFIILL OPERATIONS. 7. PROVIDE HOLD DOWNS AT BOTTOM CORNERS Of SHEAR WALLS AS INDICATED ON PLANS. UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 PROVIDE CONTINUOUS LOAD PATH FROM HOLDDOWN TO FOUNDATION. NOTES: „ 1.THE CONTRACTOR SHALL VERIFY ALL HABITABLE ATTICS AND ATTICS SERVED WITH FIXED 30 15. COMPLETELY CONTROL AND REMOVE ALL DEMOLITION DEBRIS,SCRAPS&DUST. 8. PER 2020 NYS RC SECTION R405:DRAINS SHALL BE PROVIDED AIROUND CONCRETE OR EXISTING AND PROPOSED CONDITIONS ON STAIRS MASONRY FOUNDATIONS THAT RETAIN EARTH AND ENCLOSE HABIITABLE OR USABLE SPACES 8. PROVIDE REQUIRED STRAPPING TO RESIST UPLIFT AS INDICATED ON PLANS AND IN THE CONSTRUCTION DOCUMENTS WITH BALCONIES(EXTERIOR)AND DECKS 40 DEMOLITION LOCATED BELOW GRADE"UNLESS"...THE FOUNDATION IS INSTALLLED ON WELL-DRAINED STRUCTURAL NOTES. THOSE AT THE SITE.ANY DISCREPANCIES GROUND OR SAND-GRAVEL MIXTURE SOILS ACCORDING TO THE WNIFIED SOIL MUST BE BROUGHT TO THE ATTENTION OF FIRE ESCAPES 40 1. OWNER AND ARCHITECT ASSUME NO RESPONSIBILITY FOR ACTUAL CONDITION OF BUILDINGS CLASSIFICATION SYSTEM,GROUP 1 SOILS,AS DETAILED IN TABLE 11405.1." 9. PROVIDE!.LL FLUSH FRAMED JOISTS,HEADERS,RAFTERS,AND RIDGE BEAMS WITH THE ARCHITECT PRIOR TO COMMENCING GUARDS AND HANDRAILS 200 TO BE SELECTIVELY DEMOLISHED. PREFAB"!GATED GALVANIZED METAL CONNECTORS AT EACH SIDE OF MEMBER. CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES GUARD IN-FILL COMPONENTS 50 ` 9. 2020 NYS RC SECTION R406 FOUNDATION WATERPROOFING AND)DAMPPROOFING: ,4 NOT REPORTED TO THE ARCHITECT ONCE PASSENGER VEHICLE GARAGES 50 2. REMOVE AND LEGALLY DISPOSE OF ITEMS EXCEPT THOSE INDICATED TO BE REINSTALLED, FOUNDATION WALLS SHALL BE DAMPPROOFED FROM THE TOP OF'THE FOOTING TO THE 10. PER R502.6(2020 NYS RC),"THE ENDS OF EACH JOIST,BEAM OR GIRDER SHALL HAVE NOT WORK HAS COMMENCED,EXCEPT FOR ROOMS OTHER THAN SLEEPING ROOMS 40 SALVAGED,'OR TO REMAIN THE OWNER'S PROPERTY. FINISHED GRADE.MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8"PORTLAND CEMENT LESS THAN 11/2 INCHES OF BEARING ON-WO-00 OR METAL AND NOT LESS THAN 3 INCHES ON HIDDEN CONDITIONS WHERE APPLICABLE. SLEEPING ROOMS 30 �: PARGING APPLIED TO THE EXTERIOR OF THE WALL.THE PARGING;SHALL BE DAMPPROOFED IN MASONRY OR CONCRETE...THE BEARING ON MASONRY OR CONCRETE SHALL BE DIRECT,OR A 3. EXISTING TO REMAIN:PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE AND ACCORDANCE WITH ONE OF THE FOLLOWING: SILL PU,'s'Of 2-INCH-MINIMUM NOMINAL THICKNESS SHALL BE PROVIDED UNDER THE 2.PROVIDE WOOD BLOCKING IN WALL STAIRS 40 SOILING DURING SELECTIVE DEMOLITION.WHEN PERMITTED BY THE ARCHITECT,ITEMS MAY 1. BITUMINOUS COATING JOIST,BEAM OR GIRDER.THE SILL PLATE SHALL PROVIDE A MINIMUM NOMINAL BEARING FRAMING FOR ALL ACCESSORIES NOTE:REFER TO 2020 NYS RC FOR ADDITFIONAL NOTES ON THIS TABLE. BE REMOVED TO A SUITABLE,PROTECTED STORAGE LOCATION DURING SELECTIVE 2. THREE POUNDS PER SQUARE YARD OF ACRYLIC MODIFIED CEMENT h y'AREA,CF 48 SQUARE INCHES"."JOISTS FRAMING FROM OPPOSITE SIDES OVER A BEARING INCLUDING BUT NOT LIMITED TO:TOWEL I , BARS,TOILET PAPER HOLDERS,SHELVING TABLE R301.1 ALLOWABLE DEFLECTION OIF STRUCTURAL MEMBERS DEMOLITION AND THEN CLEANED AND REINSTALLED IN THEIR ORIGINAL LOCATIONS. 3. ONE-EIGHTH-INCH COAT OF SURFACE-BONDING CEMENT COMPLYING WITH i SUPPORT SHALL LAP NOT LESS THAN 3 INCHES AND SHALL BE NAILED TOGETHER WITH A ATTACHMENT,ROBE HOOKS,GRAB BARS, STRUCTURAL MEMBER ALLOWABLE DEFLECTION ASTM C 881. MINIMUM THREE lOD FACE NAILS.." ETC. 4. REMOVE AND SALVAGE:ITEMS INDICATED TO BE REMOVED AND SALVAGED REMAIN THE 10. ALL SILLS AND PLATES ON EXTERIOR FOUNDATION WALL ARE TO EBE PRESSURE PRESERVATIVE RAFTERS HAVING SLOPES GREATER THAN 3:12 WITH L/180 OWNER'S PROPERTY.REMOVE,CLEAN,AND PACK OR CRATE ITEMS TO PROTECT AGAINST TREATED. 11. PER 135�211 (2020 NYS RC)PROVIDE BRIDGING FOR WOOD JOISTS EXCEEDING SIZE OF 3.NO WORK TO COMMENCE UNTIL A FINISHED CEILING NOT ATTACHED TO RAFTERS DAMAGE.IDENTIFY CONTENTS OF CONTAINERS AND DELIVER TO OWNER'S DESIGNATED NOMIt!! !2 INCHES X 12 INCHES(ROOF AND FLOOR)AT INTERVALS NOT EXCEEDING 8'-0". BUILDING PERMIT IS ISSUES. INTERIOR WALLS AND PARTITIONS H/180 STORAGE AREA. 11. CRAWL SPACES,OR ANY UNDER-FLOOR SPACE BETWEEN THE BOTFTOM OF THE FLOOR JOISTS BRIDGING SHALL BE CROSS BRACES OF NOMINAL 1X3 LUMBER OR SOLID 2X LUMBER. 4. 2020 FLOORS L/360 AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE OCCUPIED)BY A BASEMENT)SHALL BE BRIDGING SHALL BE SECURED IN ACCORDANCE WITH THE FASTENING SCHEDULE ON THE INTERNATIONAL PLANS COMPLY WITH THE NTERRNANA TIONAL ENERGY CONSERVATION CEILINGS WITH BRITTLE FINISHES(INCLUDING PLASTER L/360 5. REMOVE AND REINSTALL:REMOVE ITEMS INDICATED;CLEAN,SERVICE,AND OTHERWISE VENTILATED AND PROVIDED WITH ACCESS IN ACCORDANCE WITHI 2015 IRC R408.1 AND DRAWINGS.VERIFY TRUSS JOIST MANUFACTURER'S SPECIFICATIONS FOR SPECIFIC CODE. AND STUCCO) PREPARE THEM FOR REUSE;STORE AND PROTECT AGAINST DAMAGE.REINSTALL ITEMS IN M1305.1.4. REQUIREMENTS. CEILINGS WITH FLEXIBLE FINISHES(INCCLUDING GYPSUM L/240 LOCATIONS INDICATED. BOARD) 12. PROVIDE SOLID FLOOR DIAPHRAGM BRACING AT PANEL EDGES PERPENDICULAR TO FLOOR ALL OTHER STRUCTURAL MEMBERS L1240 6. EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED,SALVAGED,REINSTALLED,OR CONCRETE FRAMING MEMBERS IN THE FIRST TWO BAYS OF FRAMING,SPACED A MAXIMUM OF 4'-0"ON EXTERIOR WALLS-WIND LOADS WITH(PLASTER OR H/360 OTHERWISE INDICATED TO REMAIN THE OWNER'S PROPERTY,DEMOLISHED MATERIALS SHALL CENTER. STUCCO FINISH BECOME THE CONTRACTOR'S PROPERTY AND SHALL BE REMOVED FROM THE SITE WITH 1. ALL CONCRETE SLABS,FOOTINGS,AND CAISSONS SHALL DEVELOP STRENGTH OF 3000 EXTERIOR WALLS-WIND LOADS WITH IOTHER BRITTLE H/240 FURTHER DISPOSITION AT THE CONTRACTOR'S OPTION. POUNDS PER SQUARE INCH IN 28 DAYS 13. PROVIDE ALL STUD BEARING WALLS WITH 2 CONTINUOUS TOP PLATES AND 1 CONTINUOUS FINISHES I BOTTOM PLATE.TOP PLATES SHALL OVERLAP AT CORNERS AND INTERSECTIONS WITH OTHER EXTERIOR WALLS-WIND LOADS WITH(FLEXIBLE FINISHES H/120 7. REMOVE EXISTING PLANT MATERIALS TO BE DISTURBED BY CONSTRUCTION AND EITHER 2. ALL CONCRETE FORMWORK SHALL BE TIED AND BRACED TO FORW TRUE LINES,SQUARE LOAD BEARING WALLS. LINTELS SUPPORTING MASONRY VENEER WALLS L/600 DISPOSE OF OR TRANSPLANT AT OWNER'S DIRECTION. CORNERS AND PLUMB WALLS. L III:SPAN LENGTH,H=SPAN HEIGHT 14. PROVIDE A MINIMUM OF(3)STUDS AT EXTERIOR WALL CORNERS. NOTE:REFER TO 2020 NYS RC FOR ADDITIONAL NOTES ON THIS TABLE. 8. DURING DEMOLITION NOTIFY ARCHITECT OF ANY CONDITIONS THAT DIFFER FROM THOSE 3. REINFORCING BARS SHALL CONFORM TO ASTM A625:MINIMUM(YIELD STRESS 40 KSI ASSUMED ON THESE DOCUMENTS. 15. CUTTING,DRILLING,AND NOTCHING OF STRUCTURAL FLOOR MEMBERS IS TO COMPLY WITH THE BASIC STABILITY OF THE STRUCTURIE IS DEPENDENT UPON THE DIAPHRAGM ACTION OF 4. WWF SHALL BE 6X610/10 CONFORMING TO ASTM 185 LIMITATIONS OF 2020 NYS RC R502.8.FOR ENGINEERED WOOD PRODUCTS,FOLLOW FLOORS,WALLS AND ROOF ACTING TOGETHER.PROVIDE ALL GUYS,BRACES,STRUTS,ETC. 9. PROVIDE PHOTOGRAPHS OR VIDEOTAPE,SUFFICIENTLY DETAILED,OF EXISTING CONDITIONS MANUFACTURER'S SPECIFICATIONS. REQUIRED TO ACCOMMODATE ALL LIVE,[DEAD,AND WIND LOADS UNTIL FINAL CONNECTIONS OF ADJOINING CONSTRUCTION AND SITE IMPROVEMENTS THAT MIGHT BE MISCONSTRUED AS 5. NO COLD JOINTS IN CONCRETE.ADEQUATELY VIBRATE TO PREVENIT AIR POCKETS AND BETWEEN THESE ELEMENTS ARE MADE. DAMAGE CAUSED BY SELECTIVE DEMOLITION OPERATIONS. HONEYCOMB EFFECT. 16. DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH 2O20 NYS RC R602.6. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE MIDDLE ONE THIRD OF GENERAL NOTES TO CONTRACTOR 10. DISPOSAL:PROMPTLY DISPOSE OF DEMOLISHED MATERIALS.DO NOT ALLOW DEMOLISHED 6. DO NOT POUR CONCRETE SUBJECT TO FREEZING CONDITIONS. THE STUD LENGTH.NOTCHES IN THE OUTER THIRDS OF THE STUD LENGTH SHALL NOT EXCEED MATERIALS TO ACCUMULATE ON-SITE. 25%OF THE STUD DEPTH.BORED HOLES SHALL NOT EXCEED 40%OF THE STUD DEPTH AND 1. IF THE ARCHITECT IS NOT EMPLOYE[D BY OWNER TO PROVIDE REGULAR CONSTRUCTION 7. CONCRETE IN CERTAIN LOCATIONS MUST BE AIR-ENTRAINED WITIH AN AIR CONTENT OF 5% THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/8"TO THE EDGE OF THE STUD. PHASE SERVICE,INTERPRETATION OIF THE CONTRACT DOCUMENTS SHALL BE BY THE OWNER. 11. DO NOT BURN DEMOLISHED MATERIALS. AND MEET MINIMUM COMPRESSIVE STRENGTHS AS SPECIFIED IN''II TABLE R402.2 MINIMUM NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS SECTION. IN THE ABSENCE Of THE ARCHITECT;,ALL QUESTIONS SHALL BE DIRECTED TO THE OWNER. SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE 12. TRANSPORT DEMOLISHED MATERIALS OFF OWNER'S PROPERTY AND LEGALLY DISPOSE OF TYPE OR LOCATION OF CONCRETE MINIMUM SPECIIFIED COMPRESSIVE 17. CUTTING,DRILLING,AND NOTCHING OF STRUCTURAL ROOF MEMBERS SHALL COMPLY WITH D 2. PRIOR TO SUBMITTING A PRICE PROPOSAL FOR THIS WORK,CONTRACTOR SHALL EXAMINE THEM. CONSTRUCTION STRENGTH"IN SEVERE WEATHERING ZONE TH BASEMENT WALLS,FOUNDATIONS AND OTHER 2,500 E LIMITATIONS OF 2020 NYS RC R802.7. Gj��R�ELH0 MC��� q THE CONTRACT DOCUMENTS AND BEECOME ACQUAINTED WITH ALL GOVERNING CODES, ORDINANCE'S AND CONDITIONS OF TFHE WORK.NO EXTRAS OR CHANGE ORDERS WILL BE 13. SWEEP THE BUILDING BROOM CLEAN ON COMPLETION OF SELECTIVE DEMOLITION OPERATION. CONCRETE NOT EXPOSED TO THE WEATHER 18. HEADERS SHALL BE IN ACCORDANCE WITH 2O20 NYS RC 602.7. a'. ALLOWED DUE TO FAILURE TO UNDEERSTAND THE CONDITIONS INVOLVED. BASEMENT SLABS AND INTERIOR SLABS ON 2,500 o LOP14. IDENTIFY AND ACCURATELY LOCATE CAPPED UTILITIES AND OTHER SUBSURFACE GRADE,EXCEPT GARAGE FLOOR SLABS 19. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS. 3. PRIOR TO THE START OF CONSTRUCTION,CONTRACTOR SHALL VERIFY ALL EXISTING STRUCTURAL,ELECTRICAL,OR MECHANICAL CONDITIONS. BASEMENT WALLS,FOUNDATION WALLS, 3,000 4 ' UTILITIES EXISTING CONDITIONS,AMID EXISTING DIMENSIONS.CONTRACTOR SHALL NOTIFY EXTERIOR WALLS AND OTHER VERTICAL 20. ALL STUDS,JOIST,AND RAFTERS SHALL HAVE FULL BEARING AT PLATES.BEARING SHALL NOT J']. 041714 15. REGULATORY REQUIREMENTS:COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS CONCRETE WORK EXPOSED TO THE WEATHER BE LESS THAN 31/2". �9T ARCHITECT OF ANY CONDITIONS DIFFERING FROM THOSE INDICATED ON DRAWINGS. BEFORE STARTING SELECTIVE DEMOLITION.COMPLY WITH HAULING AND DISPOSAL PORCHES,CARPORT SLABS AND STEPS 3,500 F OF Nt 4. CONTRACTOR SHALL REPORT ANY[DISCREPANCIES IN PLANS AND DETAILS TO THE OWNER OR REGULATIONS OF AUTHORITIES HAVING JURISDICTION. EXPOSED TO THE WEATHER,AND GARAGE 21. PROVIDE SOLID ROOF DIAPHRAGM BRACING AT PANEL EDGES PERPENDICULAR TO FLOOR ARCHITECT AT ONCE.DEMOLITION OIR EXCAVATION MAY REVEAL CONDITIONS OTHER THAN 16. DRAIN,PURGE,OR OTHERWISE REMOVE,COLLECT,AND DISPOSE OF CHEMICALS,GASSES, FLOOR SLABS FRAMING MEMBERS IN THE FIRST TWO BAYS OF FRAMING,SPACED A MAXIMUM OF 4'-0"O.C. THOSE ASSUMED ON THE CONSTRUCTION DOCUMENTS.IT IS THE RESPONSIBILITY OF THE a. STRENGTH AT 28 DAYS PSI CONTRACTOR TO NOTIFY THE ARCHITECT OR OWNER IMMEDIATELY IF THIS OCCURS.NO EXPLOSIVES,ACIDS,FLAMMABLES,OR OTHER DANGEROUS MATERIALS BEFORE PROCEEDING 22. FOP,RENOVATIONS,EXPOSE EXISTING FRAMING(IF ANY)AND NOTIFY ARCHITECT PRIOR TO GENERAL CHANGES OR SUBSTITUTIONS MAY IBE MADE UNLESS APPROVED BY THE ARCHITECT. WITH SELECTIVE DEMOLITION OPERATIONS.PERFORM NECESSARY ASBESTOS REMOVAL PER MASONRY INSTALLATION OF NEW FRAMING TO CLARIFY AND CONFIRM DESIGN INTENT AND CALL OUT CODE. ANY EXISTING STRUCTURAL STRESS OR MOISTURE DAMAGE. NOTES 5. DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. 17. PERFORM SURVEYS AS THE WORK PROGRESSES TO DETECT HAZARDS RESULTING FROM 1. BRACE ALL WALLS UNTIL SECURELY TIED TO THE STRUCTURE. 23. ALL FRAMING LUMBER TO BE HEM FIR#2 OR BETTER,UNLESS NOTED OTHERWISE.NEW 6. CONTRACTOR SHALL VERIFY LOCATIION OF UTILITIES AND EXISTING CONDITIONS.NOTIFY SELECTIVE DEMOLITION ACTIVITIES.. 2. MASONRY UNITS SHALL BE STANDARD HOLLOW CORE UNITS STUDS AND PLATES TO BE SPF STUD GRADE OR BETTER.JOISTS AND RAFTERS SHALL BE ARCHITECT OF EXISTING CONDITIONS DIFFERING FROM THOSE INDICATED ON DRAWINGS. STRESS GRADED 18. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM 3. HORIZONTAL REINFORCING SHALL BE STANDARD DUR-O-WALL VEERTICAL REINFORCING 7. ALL INSTALLATIONS BY CONTRACTOR,UNLESS OTHERWISE NOTED (U.O.N.).CONTRACTOR AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. SHALL BE ASTM SPEC A-615 24. PROVIDE PRESSURE TREATED FRAMING LUMBER(ACQ)WHEN IN CONTACT WITH CONCRETE SHALL COORDINATE THE WORK OF ALL TRADES. WALLS,SLABS,OR MASONRY. STALE: As NOTE( 19. UTILITY REQUIREMENTS:LOCATE,IDENTIFY,SHUT OFF,DISCONNECT,AND SEAL OR CAP OFF 4. GROUT SHALL BE OF FLUID CONSISTENCY AND MIXED IN THE RATFIO BY VOLUME OF ONE PART 8. NO CHANGES OR SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY THE ARCHITECT. INDICATED UTILITY SERVICES SERVING BUILDING TO BE SELECTIVELY DEMOLISHED AS CEMENT,THREE PARTS SAND AND 2 PARTS PEA GRAVEL. 25. ALL FASTENERS,STRAPS,AND HANGERS USED IN FRAMING SHALL BE HOT DIPPED REQUIRED. GALVANIZED.VERIFY THAT GALVANIZATION AND COATINGS FOR FASTENERS,STRAPS,AND COPYRIGHT© OWNERSHIP AND USE OF DOCUMENTS: 00 ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF NO WORK TO COMMENCE I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL:SERVICE,ARE AND SHALL REMAIN THE DRAWINGS SUBMITTED FOR ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO DESIGN U NTI LL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND,STATE PROFESSIONAL O THE BEST OTF MY DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR BUILDING PERMIT PLANS AND,BE SPECIFICATIONS ARE IN COMPLIANCE WITH MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY RECEIVED SECTION R SPECIFICATIONS IO THE RE IN NYS COMPLIANCE ECC . PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAVIN BY: DM i HANGERS ARE SUITABLE FOR USE WITH SURROUNDING MATERIALS.USE COMPATIBLE METALS SYSTEMS GENERAL SPRINKLER SYSTEM.R313.2.1 DESIGN AND INSTALLATION.AUTOMATIC RESIDENTIAL FIRE UNLESS"A WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM IS INSTALLED IN ACCORDANCE WHEN APPLICABLE. SPRINKLER SYSTEMS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH SECTION WITH SECTION M1501." APPLIANCES, EQUIPMENT,AND BUILT-INS 1. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 NYS RC INTERNATIONAL CODES P2904 OR NFPA 13D." 26. PER 202014YS RC R602.3.2,END JOINTS IN DOUBLE TOP PLATES SHALL BE OFFSET NOT LESS (INCLUDING THE 2015 INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION CODE(IECC)) 4. THE FRESH AIR VENTILATION SYSTEM MUST INCLUDE A DAMPER AND FILTERS AS REQUIRED. 1. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS TO INSTALL EQUIPMENT SHOWN, THAN 24 INCHES. AND ANY MORE STRINGENT ENERGY EFFICIENCY PROGRAMS OR REQUIREMENTS OF THE MOISTURE PROTECTION FILTERS MUST BE ACCESSIBLE FROM THE CONDITIONED SPACE. NOTED AND SPECIFIED IN THESE DOCUMENTS. AUTHORITY HAVING JURISDICTION. 27. PER 2020 NYS RC R602.3.3,JOISTS,TRUSSES,OR RAFTERS SPACED MORE THAN 16 INCHES 1. ALL FLASHING TO BE 24 GAUGE.METAL GALVANIZED OR PAINTED ACCORDING TO SCHEDULE. 5. FRESH AIR INTAKES MUST BE INSTALLED AT LEAST 18"ABOVE FINISHED GRADE OR 12" 2. VERIFY THAT SELECTED APPLIANCES ARE"GREENSPEC"AND/OR ENERGY STAR RATED AND O.C.SHALL BEAR WITHIN 5 INCHES OF THE STUDS BENEATH UNLESS 2. ADDITIONS,ALTERATIONS OR RENOVATIONS SHALL COMPLY WITH 2O20 IECC.UNALTERED GRAVEL STOPS AND BEAM CAPS TO BE 22 GAUGE. ABOVE THE ROOF DECK.THEY MUST ALSO BE AT LEAST 10 FROM PLUMBING VENTS, SHALL COMPLY WITH TIER 2 REQUIREMENTS(MIN.)OF THE CONSORTIUM OF ENERGY PORTIONS OF THE EXISTING BUILDING ARE NOT REQUIRED TO COMPLY WITH THIS CODE. CHIMNEYS,COMBUSTION APPLIANCE VENTS,DRYER VENT TERMINATIONS,AND EXHAUST FAN EFFICIENCY(CEE). d- a. THE TOP PLATES ARE(2)2 INCH X 6 INCH OR(2)3 INCH X 4 INCH MEMBERS 2. ASPHALT SATURATED FELT OF 14 POUNDS PER 100 SQUARE FEET IS TO BE APPLIED PER 2020 TERMINATIONS. 3. ALL HVAC,ELECTRICAL&PLUMBING SYSTEMS SHALL MEET THE 2015 IRC CHAPTER 11 NYS RC R703.2:HORIZONTALLY WITH THE UPPER LAYER LAPPED OVER THE LOWER A b. A THIRD TOP PLATE IS INSTALLED 3. PER NYS RC P2801.6,WATER HEATERS NOT INSTALLED ON SLAB SHALL BE INSTALLED IN A c. SOLID BLOCKING EQUAL IN SIZE TO THE STUDS IS INSTALLED TO REINFORCE THE DOUBLE (ENERGY EFFICIENCY),INTERNATIONAL MECHANICAL CODE,AND THE INTERNATIONAL ENERGY MINIMUM OF 2 INCHES AND WHERE JOINTS OCCUR,FELT SHOULD BE LAPPED NOT LESS THAN 6. SOLID METAL,FLEXIBLE METAL,OR LINED,INSULATED FLEXIBLE DUCT MAY BE USED.ALL GALVANIZED STEEL PAN HAVING A MINIMUM THICKNESS OF 24-GAUGE AND 11/2"DEEP AND TOP PLATE. CONSERVATION CODE. 6 INCHES. VENTILATION DUCTS IN UNCONDITIONED SPACES MUST BE INSULATED. PROVIDED WITH A DRAIN LINE. 4. ALL SYSTEMS ARE TO BE DESIGNED,SPECIFIED,AND INSTALLED BY THE CONTRACTOR. 3. FOUNDATION TO BE WATERPROOFED WITH THUROSEAL OR APPROVED EQUAL SEALANT. 7. PROVIDE CUT SHEET FOR ALL REGISTER COVERS,THERMOSTAT CONTROLS,AND GRILLES FOR 4. PROVIDE SHOP DRAWINGS FOR ALL CABINETS AND BUILT-IN FURNITURE.SPECIFY NO 18 CfMI P!ACEROAD zo2s CONTRACTOR SHALL VERIFY DESIGN WITH OWNER AND ARCHITECT.PROVIDE ARCHITECT PROVIDE PROPER SEALANTS FOR EACH APPLICATION.IF SEALANT TYPE IS NOT INDICATED OR ARCHITECT REVIEW.INDICATE,SIZE,FINISH,AND PROPOSED LOCATION. FORMALDEHYDE. �s,IF-3s2 3021„5,4 WITH MARKED UP DRAWING SHOWING LOCATIONS OF ALL PROPOSED REGISTERS AND DUCT OBVIOUS,VERIFY TYPE WITH ARCHITECT PRIOR TO APPLICATION, DMWARCHITECTSMADCOM SHEATHING AND UNDERLAYMENTS RUNS. 8. DUCTS,PLENUMS,AND FITTINGS SHOULD BE CONSTRUCTED OF GALVANIZED METAL,DUCT 5. INDOOR RECYCLE BINS:PROVIDE/VERIFY ROLLOUTS OR REVOLVING BINS TO SEPARATE 1. PROVIDE APA-RATED CDX ROOF SHEATHING,EXTERIOR WALL SHEATHING,AND FLOOR BOARD,OR FLEXIBLE DUCT.BUILDING CAVITIES MAY NOT BE USED AS A DUCT OR PLENUM TRAYS INTO A MINIMUM OF TWO SEPARATE CONTAINERS BUILT INTO KITCHEN CABINETRY. SHEATHING.SHEATHING AT EXTERIOR SHALL BE IN ACCORDANCE WITH 2O20 NYS RC 5. CONTRACTOR NEW CONSTRUCTION AND FOR DESIGN OF NEW Of EXISTING HVAC AS HVAC WITHOUT A SEALED DUCT BOARD OR METAL LINER. SECTION R703. 6. OUTDOOR RECYCLE BINS:PROVIDE CONTAINMENT AREA FOR(4)-30GAL TRASH CONTAINERS 1. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE 2020 NYS RC AND 2020 9. ACCA MANUAL DUCT DESIGN OR EQUIVALENT REQUIRED IN A DESIGNATED ENCLOSED AREA PROTECTED FROM TAMPERING BY ANIMALS. 2. NAIL SHEATHING TO FRAMING ACCORDING TO THE FASTENING SCHEDULE ON THE DRAWINGS. 6. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE IMC.PROPER SELECTION,SIZING,INSTALLATION AND MAINTENANCE OF RESIDENTIAL HVAC DESIGN,CALCULATIONS,DRAWINGS,WRITTEN STATEMENTS OF THE MECHANICAL,AIR SYSTEMS ARE MAJOR FACTORS IN OPTIMIZING ENERGY SAVINGS. ELECTRICAL 3. ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR GRADE,WITH EXTERIOR GLUE, CONDITIONING,VENTILATION,HEATING SYSTEMS(NEW,EXISTING OR UPGRADED)STAMPED METALS PROJECT SHALL MEET THE REQUIREMENTS FOR THE LATEST EDITION OF THE U.S.PRODUCTS BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR JURISDICTION. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MODIFICATION OF EXISTING HVAC AS 1. LAYOUT AND MARK ALL ELECTRICAL DEVICES(LIGHT FIXTURES,SWITCHES,RECEPTACLES, STANDARDS PS-1,AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF REQUIRED FOR NEW CONSTRUCTION AND FOR DESIGN OF NEW SYSTEM.VERIFY DESIGN WITH ETC.)BEFORE SETTING ANY ELECTRICAL BOXES OR RUNNING OF ANY WIRING. GENERAL 1. SHOP DRAWINGS REQUIRED FOR ALL STRUCTURAL STEEL,RAILINGS AND STAIRS 0 PEDAL THE AMERIICAN PLYWOOD ASSOCIATION(APA). 7. PROVIDE CUT SHEET FOR ALL REGISTER COVERS,THERMOSTAT CONTROLS,AND GRILLES FOR OWNER AND ARCHITECT.PROVIDE ARCHITECT WITH MARKED UP DRAWING SHOWING CONTRACTOR TO SCHEDULE WALK THROUGH AND REVIEW WITH OWNER,FOR OWNERS RESIDENCE ARCHITECT REVIEW.INDICATE SIZE,FINISH,AND PROPOSED LOCATION. LOCATIONS OF ALL PROPOSED REGISTERS AND DUCT RUNS. APPROVAL,BEFORE PROCEEDING.WALK THROUGH TO INCLUDE LOCATING SPECIAL WIRING 2. STRUCTURAL STEEL SHALL CONFORM TO ASTM A50,EXCEPT FOR PIPE COLUMNS,WHICH 4. PLYWOOD SHEATHING TO RUN CONTINUOUS 12"MINIMUM PAST TOP AND BOTTOM PLATES INCLUDING,PHONE JACKS,DATA-CAT6,TV HOOK-UPS,AND STEREO AND ALARM WIRING. SHALL CONFORM TO ASTM A53. OF ALL EXTERIOR WALLS.IF PLYWOOD STOPS AT PLATE,THEN PROVIDE SIMPSON LSTA18 8. PROTECT DUCT OPENINGS DURING CONSTRUCTION UNTIL PROJECT COMPLETION.PREVENT 3. HVAC SYSTEM MUST PROVIDE A MEANS FOR BALANCING AIR AND WATER SYSTEMS. STRAPS Al-48"O.C.AND AT CORNERS,NAILED TO STUDS WITH 10D NAILS IN HOLES DUST AND CONSTRUCTION DEBRIS FROM ACCUMULATING IN DUCTS DURING CONSTRUCTION. CONTRACTOR TO BALANCE SYSTEM UPON COMPLETION OF PROJECT AND PROVIDE 2. PROVIDE ALL POWER AND LIGHTING CIRCUITS AS REQUIRED BY CODE AND PROVIDE AN 3. METAL DECKING SHALL BE 20 GAUGE U.O.N. PROVIDED.CENTER STRAPS ON PLYWOOD JOINT.USE LSTA30 STRAP IF PLYWOOD DOES NOT BALANCING REPORTS TO ARCHITECT. ACCURATE LABELED PANEL BOX(ES)AT COMPLETION OF PROJECT. 985 TRACK AVE OVERLAP 130TH THE TOP AND BOTTOM PLATES OF THE SAME LEVEL. THERMAL ENVELOPE 4. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A WALL 3. CONTRACTOR TO BE RESPONSIBLE FOR ALL ELECTRICAL WORK.CONTRACTOR TO SUPPLY 4. HANDRAIL SUPPLIED BY GENERAL CONTRACTOR AND VERIFIED IN FIELD. CUTCHOGUE NY 11935 5. SUBFLOORING SHALL BE INSTALLED WITH FACE GRAIN DIAGONAL ACROSS SUPPORTS:BREAK 1. COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE IN THE SPACE WHERE THE FURNACE IS LOCATED.CERTIFICATE SHALL COMPLY WITH IRC TEMPORARY DROP POLE FOR CONSTRUCTION,IF NECESSARY. 5. STEEL STAIR TO BE FIELD VERIFIED PRIOR TO FABRICATION. DATE: 10/2025 JOINTS IN ADJACENT COURSES.LOCATE END JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH WITH THE CRITERIA LISTED IN TABLE N1102.4.1.1.SEE WALL SCHEDULE FOR INSULATION N1101.14. PROJECT P.O. 3525011 OR SLIGHTLY BELOW SURFACE.UNDERLAYMENT,WHERE REQUIRED,SHALL BE SIMILARLY VALUES AND TYPES.WHERE REQUIRED BY CODE OFFICIAL,AN APPROVED THIRD PARTY SHALL 4. G.F.I.CIRCUITS TO BE USED IN BATHROOMS AND KITCHEN AND OTHER LOCATIONS REQUIRED REVISION DATE INSTALLED. INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. 5. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE BY GOVERNING CODES OR AS INDICATED ON ELECTRICAL PLAN. INTERIOR FINISHES 1 SUBMIT FOR BUILDING PERMIT 10/2025 HEATING AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS. 2 6. ROOF SHEATHING SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS.LOCATE 2. ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN THERMOSTATS SHOULD BE CAPABLE OF AUTOMATICALLY ADJUSTING THE SPACE 5. PROVIDE LINE VOLTAGE SMOKE DETECTORS AS REQUIRED BY CODE. 1. INTERIOR WALL COVERINGS SHALL BE IN ACCORDANCE WITH 2O20 NYS RC SECTION R102. 3 END JOINTS OVER SUPPORTS.STAGGER JOINTS.PROVIDE METAL H CLIP AT JOINTS AT SIDES ACCORDANCE WITH TABLE N1102.4.1.1..APPLY A FRESH BEAD OF CAULK TO THE TOP AND TEMPERATURE SET POINT OF THE LARGEST ZONE. SEE WALL SCHEDULE OR DRAWINGS FOR GYPSUM TYPES. 4 OF PANELS WHEN SPACING OF SUPPORTS IS 24"O.C.AND ROOF SHEATHING IS LESS THAN BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALLBOARD. 6. TYPICAL SWITCH LOCATION T-0"FROM OPENING WHEREVER POSSIBLE,TYPICAL SWITCH 5 5/8"THICK. 6. EACH THERMOSTAT SHOULD BE AT 60"A.F.F.TO CENTER. HEIGHTS AT 48"TO CENTER UNLESS NOTED OTHERWISE.COLOR:SELECTED BY ARCHITECT. 2. HIGH-IMPACT GYPSUM BOARD SHALL BE MANUFACTURED BY NATIONAL GYPSUM. 6 3. TESTING:BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS THAN TYPE:LEVITON DESIGNER SERIES.VERIFY AREAS TO BE DIMMED. HIGH-IMPACT XP MOLD-RESISTANT GYPSUM BOARD SHALL BE NATIONAL XP GYPSUM BOARD 7. UNDERLAYMENT FOR FLOORING: OR EQUAL TO 3 ACH50 IN CZ 4A,5,6A.TESTING SHALL BE CONDUCTED BY AN APPROVED 7. PERFORMANCE REQUIREMENTS OR GEORGIA PACIFIC DENS ARMOR PLUS PAPERLESS WALLBOARD. a. ALL FLOORING TO BE COVERED WITH CARPET SHALL HAVE(1)LAYER OF 3/4" THIRD PARTY. 7. TYPICAL DUPLEX POWER OUTLETS HEIGHTS AT 12"A.F.F.TO CENTER UNLESS OTHERWISE NOTES: Y ALL UNDERLAYMENT BOARD OR OTHER APPROVED EQUAL,OVER SUBFLOOR. a. HEATING MODE:SYSTEM MUST BE CAPABLE OF MAINTAINING 12°F WHEN OUTSIDE AIR NOTED ON THE DRAWINGS. 3. FIRE RESISTANT GYPSUM BOARD SHALL BE 5/8"TYPE XP 1.THE CONTRACTOR SHALL. EXISTING AND PROPOSED CONDITIONS ON 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHER STRIPPED AND INSULATED TO A LEVEL IS-5°F.(NOTE MINIMUM PER 2015 IRC R303.10:TO MAINTAIN 68°F AT 36"ABOVE SHEATHING THICKNESS THE CONSTRUCTION DOCUMENTS WITH SHEATHING WITH FRAMING SUPPORT MINIMUM SHEATHING PANEL THICKNESS EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. FLOOR AND 24"FROM EXTERIOR WALL) 8. THERMOSTAT AND SPECIAL CONTROL DEVICES HEIGHTS AT 60"TO CENTER. 4. SCREW ATTACH ALL GYPSUM BOARD WITH SCREWS APPROVED FOR THE APPLICATION. THOSE AT THE SITE.ANY DISCREPANCIES FOR OF b. COOLING MODE:SYSTEM MUST BE CAPABLE OF MAINTAINING 75°WHEN OUTSIDE AIR MUST BE BROUGHT TO THE ATTENTION OF 5. FIBERGLASS BATT INSULATION SHALL BE MANUFACTURED BY OWENS CORNING,JOHNS IS 100°F. 9. TELEPHONE-PROVIDE 4 PAIR WIRING TO EACH JACK LOCATION,HOME RUN TO PHONE PANEL. 5. USE LOW-VOC JOINT COMPOUND:MURCO,M-100 JOINT COMPOUND,OR APPROVED EQUAL. THE ARCHITECT PRIOR TO COMMENCING SUBFLOOR 16"O.C. 5/8" MANVILLE OR APPROVED EQUAL.THERMAL AND ACOUSTICAL INSULATION IS TO BE (LOCATION TO BE DETERMINED WITH OWNER)FOR CONNECTION TO TELEPHONE COMPANY CONSTRUCTION.THE CONTRACTOR SHALL 24"O.C. 3/4" FORMALDEHYDE FREE. 8. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. SERVICE. 6. CERAMIC TILE AS SELECTED BY THE ARCHITECT. BE RESPONSIBLE FOR DISCREPANCIES ROOF 16"O.C. 1/2" NOT REPORTED TO THE ARCHITECT ONCE 24"O.C. 5/8" WORK HAS COMMENCED,EXCEPT FOR WALL 1 24" 1 5/8" 6. RIGID INSULATION SHALL BE RATED FOR GROUND CONTACT. 9. EQUIPMENT SIZING:PER ACCA MANUAL S,BASED ON LOADS CALCULATED PER ACCA MANUAL 10. THE ELECTRICAL DRAWINGS SHOW SPECIAL SWITCHING,POWER AND LIGHTING ONLY. 1. TILE BACKING SHALL BE DENS SHIELD.DO NOT USE"GREENBOARD"FOR TILE.USE LOW-VOC HIDDEN CONDITIONS WHERE APPLICABLE. 1 AS PROVIDED BY A THIRD PARTY HERS RATER. MINIMUM ELECTRICAL PROVISIONS REQUIRED BY CODE AND REGULATION SHALL BE BY THE TILE ADHESIVE MANUFACTURED BY AMF,"SAFECOAT-3 IN 1",BOSTIK FINLDLEY 0-5 b. FLOORS TO BE COVERED WITH OAK FLOORING,GRANITE(STONE?)OR CERAMIC TILE 7. SPRAY FOAM INSULATION(ICYNENE)INSTALLED BY AN ICYNENE INC.CERTIFIED CONTRACTOR.VERIFY LOCATION Of SWITCHES AND RECEPTACLES WITH OWNER PRIOR TO PREMIUM OR D-40 DURAFLEX THIN SET. z.PROVIDE WOOD R ALL BLOCKING I ACCESSORIEE WALL SHALL HAVE 1 LAYER OF 23/32 SUBFLOORING. FRAMING FOR ALL CONTRACTOR/INSTALLER.CONFORM TO ALL MANUFACTURER'S SPECIFICATIONS FOR 10. DUCT INSULATION:SUPPLY AND RETURN DUCTS IN UNCONDITIONED ATTICS OR OUTSIDE INSTALLATION.TELEPHONE,DATA,AND CABLE TV OUTLETS SHALL BE ADJUSTED AS DIRECTED S INSTALLATION OF SPRAY FOAM PRODUCTS. SHALL BE INSULATED TO A MINIMUM OF R-8 @ DUCTS 3"OR GREATER IN DIAMETER,AND R-6 BY OWNER,BUT MUST COMPLY WITH ALL CODES. 8. WOOD FLOORING AS INDICATED ON THE DRAWINGS AND SCHEDULES.SEE NOTES AND FINISH INCLUDING BUT NOT LIMITED T0:TOWEL 8. GYPSUM WALL COVERING SHALL BE INSTALLED PER 2015 IRC R702 AND SHALL @DUCTS LESS THAN 3"IN DIAMETER BARS,TOILET PAPER HOLDERS,SHELVING . a. BE INSTALLED OVER 2"NOMINAL WOOD FRAMING OR 1X2 FURRING STRIPS @ 24 SCHEDULE. ATTACHMENT,ROBE HOOKS,GRAB BARS, INCHES O.C.MAXIMUM. COMBUSTION SAFETY AND FIRE RESISTANCE 11. DECORATIVE LIGHTING FIXTURE SELECTIONS(NOT SHOWN ON LIGHTING SCHEDULE)SHALL BE ETC. 11. DUCT SEALING:DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. BY OWNER. INSTALLATION SHALL BE BY CONTRACTOR.SEE ELECTRICAL DRAWINGS. 9. CARPET BACKING/CUSHION SHALL BE NATURAL FIBER OF 100%D RECYCLED FIBER CONTENT b. BE PREVENTED FROM EXPOSURE WEATHER 1. ANY GAS APPLIANCE OTHER THAN OVENS LOCATED INSIDE THE CONDITIONED SPACE MUST MANUFACTURED BY RELIANCE,LEGGET&PLATT OR SHAW CONTRACT GROUP.SEE NOTES AND 3.NO WORK TO COMMENCE UNTIL A c. BE ATTACHED TO WOOD FRAME WITH TYPE S W SCREWS PENETRATING WOOD LING BE DIRECT VENT OR POWER VENTED. 12. ALL DUCT JOINTS,SEAMS,AND CONNECTIONS MUST BE SECURELY FASTENED WITH WELDS, 12. LIGHTING:A MINIMUM OF 75%D OF PERMANENTLY INSTALLED FIXTURES MUST HAVE FINISH SCHEDULE. BUILDING PERMIT IS ISSUES. MINIMUM,12"O.C.MINIMUM FOR CEILING ANDD 16"O.C.MINIMUM FOR WALLS.NAILING GASKETS,MASTICS(ADHESIVES),MASTIC-PLUS-EMBEDDED-FABRIC,OR TAPES.DUCT TAPE IS HIGH-EFFICACY LAMPS. 4.TO FRAME TO BE 7"O.C.AT CEILING AND 8"O.C.AT WALLS. 2. IN ACCORDANCE WITH2O20 NYS RC SECTION R314,INTERCONNECTED SMOKE ALARMS SHALL NOT PERMITTED.EXCEPTION:CONTINUOUSLY WELDED AND LOCKING-TYPE LONGITUDINAL 10. USE ONLY ZERO OR LOW-VOC FLOORING ADHESIVES BY CHICAGO ADHESIVE PRODUCT INTERNATIONAL ENERGY CONSERVA 2020 TION BE INSTALLED IN EACH DWELLING UNIT: JOINTS AND SEAMS ON DUCTS OPERATING AT LESS THAN 2 IN.W.G.(500 PA).DUCTS SHALL 13. PER 2020 NYS RC R303,"HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF COMPANY,JOHNSONIE,OR SINAN CO 360 ALL-PURPOSE ADHESIVE. CODE. a. IN EACH SLEEPING ROOM BE SUPPORTED EVERY 10 FEET OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS..."EXCEPT"...THE GLAZED 28• b. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE INSTRUCTIONS.COOLING DUCTS WITH EXTERIOR INSULATION MUST BE COVERED WITH A AREAS NEED NOT BE INSTALLED IN ROOMS WHERE EXCEPTION 1 IS SATISFIED AND ARTIFICIAL 11. INTERIOR PAINT SHALL BE LOW-VOC LATEX BY AMF,SHERWIN WILLIAMS,BENJAMIN MOORE, BEDROOMS. VAPOR RETARDER. LIGHT IS PROVIDED THAT IS CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF 6 DURON OR APPROVED EQUAL. c. ON EACH ADDITIONAL STORY OF THE DWELLING INCLUDING BASEMENTS AND FOOTCANDLES(65 LUX)OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE HABITABLE ATTICS. 13. ALL JOINTS IN THE AIR DISTRIBUTION SYSTEM SHALL BE SEALED WITH DUCT MASTIC AND THE FLOOR LEVEL. 12. SELECTION OF PAINT COLORS SHALL BE BY OWNER/ARCHITECT.ALLOW FOR UP TO 4 d. NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR OF A BATHROOM THAT FIBERGLASS MESH OR AN ADVANCED ENERGY-APPROVED EQUIVALENT. DIFFERENT COLORS IN THE PROJECT BEFORE UPCHARGES APPLY. CONTAINS A BATHTUB OR SHOWER. PLUMBING 14. TOTAL DUCT LEAKAGE MEASURED IN CUBIC FEET PER MINUTE AT 25 PA SHALL BE LESS THAN 13. INTERIOR WOOD STAIN SHALL BE LOW-VOC TUNG OIL OR STAIN MANUFACTURED BY AMF, 3. IN ACCORDANCE WITH 2O20 NYS RC SECTION R315,ONE HARD-WIRED CARBON MONOXIDE 3%O OF THE CONDITIONED FLOOR AREA.(I.E.IF THE HOUSE HAS 1000 FEET 2OF CONDITIONED 1. PROVIDE AND INSTALL ALL PLUMBING FIXTURES AND FITTINGS SHOWN ON THE PLUMBING OSMO,WATER-BASE URETHANE,NATURAL VEGETABLE OR NUT OILS OR BEESWAX. (CO)DETECTOR SHALL BE INSTALLED PER 1000 FEET2 OF LIVING SPACE(MINIMUM ONE PER SPACE,THERE SHALL BE NO MORE THAN 30 CFM OF DUCT LEAKAGE WHEN TESTED).TESTED SCHEDULE. FLOOR)IN ALL HOUSES WITH ANY COMBUSTION APPLIANCE OR ATTACHED GARAGE.THE AIRFLOW MUST BE WITHIN+/-10%OF THE DESIGNED AIRFLOW. 14. VANITY TOPS,ETC.TO BE SELECTED BY OWNER AND/OR INTERIOR DESIGNER. REQUIRED CO DETECTOR SHALL BE INSTALLED IN THE IMMEDIATE VICINITY OF BEDROOM(S) 2. HOT AND COLD WATER SUPPLY TO BE COPPER PIPING.INSULATE ALL COLD AND CIRCULATING ON THE LOWEST FLOOR LEVEL OF THE DWELLING UNIT CONTAINING BEDROOM(S). 15. DUCT TESTING:DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN DOMESTIC HOT WATER SUPPLY PIPING WITH FOAM TYPE JACKET INSULATION. EXTERIOR MATERIALS AND FINISHES APPROVED THIRD PARTY. 4. IN ACCORDANCE WITH 2O20 NYS RC SECTION R315,WHERE ALTERATIONS,REPAIRS,OR 3. PEX PIPING IS AN ACCEPTABLE ALTERNATE 1. EXTERIOR WALL COVERINGS SHALL BE IN ACCORDANCE WITH 2O20 NYS RC SECTION R703. ADDITIONS REQUIRING A PERMIT OCCUR,OR WHERE ONE OR MORE SLEEPING ROOMS ARE 16. MECHANICAL SYSTEM INSULATION:PIPING CARRYING FLUIDS>10157 OR<55°F DEGREES ADDED OR CREATED IN EXISTING DWELLINGS,THE INDIVIDUAL DWELLING UNIT SHALL BE SHALL BE INSULATED WITH R-3 MINIMUM. 4. WASTE LINES IN WALLS BETWEEN FLOORS,AND WITHIN CEILING AND FLOOR FRAMING SHALL 2. FOR INSTALLATION OF EXTERIOR PLASTER (STUCCO),CORROSION RESISTANT LATH IS TO BE EQUIPPED WITH CARBON MONOXIDE ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS. BE CAST IRON OTHER WASTE LINES MAY BE CAST IRON OR PVC.ALWAYS CONSIDER AND ATTACHED WITH 11-GAUGE,11/2 INCH LONG,7/16 INCH HEAD NAILS OR 7/8 INCH LONG, 17. HEAT PUMPS AND AIR CONDITIONERS,IF USED,MUST BE SIZED ACCORDING TO ACCA CONTROL WASTE PIPING NOISE. 16-GAUGE STAPLES AT 6 INCHES O.C.MAXIMUM.THREE COATS OF PLASTER ARE TO BE 5. FIREBLOCK USING 3M OR SIMILAR FIRE BARRIERS AT ALL CONCEALED DRAFT OPENINGS MANUAL J AND BE INSTALLED WITHIN A HALF TON OF THAT SIZE. APPLIED OVER LATH OR 2 COATS OVER MASONRY WALL. SEE 2015 IRC TABLE R702.1(1)AND (VERTICAL AND HORIZONTAL)BETWEEN STORIES AND TOP STORY OPEN TO ATTIC SPACE.ANY 5. VENT PIPING MAY BE PVC PAINT EXTERIOR ROOF VENT STACKS FLAT BLACK USE NEOPRENE (3)FOR THICKNESS AND MIX REQUIREMENTS. WOODBATTS OR BLANKETS TO BE SECURELY RETAINED IN PLACE TO CONFORM WITH 2O15 18. HEAT PUMPS AND AIR CONDITIONERS MUST HAVE A SEER RATING OFAT LEAST 14 AND A FLASHING COLLARS. IRC R302.11. HEATING SEASON PERFORMANCE FACTOR Of AT LEAST 8.2. 3. EXTERIOR VINYL SIDING IS TO HAVE A MINIMUM THICKNESS OF 0.035 INCHES AND IS TO BE - 6. ALL SOLDER CONNECTIONS TO BE MADE WITH LEAD FREE SOLDER. PROVIDE AFFIDAVIT FROM INSTALLED WITH LAP JOINTS AND 0.120 INCH X 11/2 INCH LONG NAILS OR 13/4 INCH LONG BRED A h'C~ 6. PER 2020 NYS RC R302.12,IN COMBUSTIBLE CONSTRUCTION,DRAFTSTOPS OF GYPSUM 19. HEATING EQUIPMENT SHALL BE GAS OR OIL FIRED HIGH-EFFICIENCY APPROVED BY THE PLUMBER CERTIFYING LEAD FREE SOLDER HAS BEEN USED IN ACCORDANCE WITH ALL LOCAL STAPLES EACH STUD. �'X\ BOARD OR 3/8"WOOD STRUCTURAL PANELS SHALL BE INSTALLED PARALLEL TO THE FLOOR ARCHITECT. REGULATIONS. q� FRAMING MEMBERS IN THE CONCEALED SPACE Of A FLOOR-CEILING ASSEMBLY WHERE THE 4. MASONRY VENEERS CEILING IS SUSPENDED UNDER THE FLOOR FRAMING OR FLOOR FRAMING IS CONSTRUCTED 20. DOMESTIC HOT WATER STORAGE,IF APPLICABLE,SHALL BE INDEPENDENT STORAGE FOR HOT A. PROVIDE ALL REQUIRED ANGLE STOPS,ESCUTCHEON PLATES,RISERS,ETC.TO COMPLETE OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. THE AREA OF THE CONCEALED SPACE WATER HEATED BY THE MAIN BOILER.I.E.SUPER-STOR,OR APPROVED EQUAL. INSTALLATION OF PLUMBING FIXTURES AND FITTINGS. CONTRACTOR TO COORDINATE WITH a. BRICK AND STONE HAVING AN INSTALLED WEIGHT OF LESS THAN 40 POUNDS SHALL NOT EXCEED 1,00 SQUARE FEET. OWNER/ARCHITECT FOR FINISHES AND INSTALLATION. SEE SCHEDULE FOR FIXTURE TYPE PER SQUARE FOOT SHALL BE PERMITTED TO BE SUPPORTED ON WOOD t 21. All ELECTRICAL WIRING SHALL BE INSTALLED BY A LICENSED ELECTRICAL CONTRACTOR. AND LOCATION. �f'f j, 041 7t 4 O� 1. PER 2020 NYS RC R302.13,PROVIDE FLOOR ASSEMBLIES WITH '/z"GYPSUM WALLBOARD AT 5. EXTERIOR PAINT SHALL BE MANUFACTURED BY AMF SAFECOAT,BEST PAINT INC-DURACRYL, UNDERSIDE. 22. REMOVE ANY EXISTING EQUIPMENT RESPONSIBLY. 7. PLUMBER TO VERIFY SIZES AND CAPACITIES OF ALL PIPING FOR INTENDED USE. COHALAN CO.KEIM SILICATE PAINT. OF 8. OPENINGS THROUGH WALLS SEPARATING THE DWELLING FROM THE GARAGE SHALL VENTILATION 8. PROVIDE All REQUIRED TRAPS,CLEANOUTS,AND VENTS FOR INTENDED USE. VERIFY 6. EXTERIOR STAINS BY AMF SAFECOAT,ECO DESIGN/BOISHIELO PAINT CO.,FUHR-ZVOC CONFORM TO 2015 IRC R302.5.REQUIRED DOORS SHALL BE SOLID WOOD DOORS NOT LESS LOCATIONS AND CLEARANCES WITH CONTRACTOR TO INSURE COORDINATION OF EFFORTS WATERBASE,OR NATURESTAIN CO. THAN 13/8 INCHES IN THICKNESS,SOLID OR HONEYCOMB-CORE STEEL DOORS NOT LESS 1. EACH BATHROOM MUST HAVE AN EXHAUST FAN THAT EXHAUSTS A MINIMUM OF 50 CUBIC WITH OTHER TRADES. GENERAL THAN 13/8 INCHES THICK,OR BE 20-MINUTE FIRE-RATED DOORS,EQUIPPED WITH A FEET PER MINUTE(CFM)DIRECTLY TO THE OUTSIDE. THIS IS THE MEASURED FLOW AS 7. EXTERIOR CLEAR FINISHES SHALL BE MANUFACTURED BY UNITED GILSONITE LABS-ZAR SELF-CLOSING DEVICE. INSTALLED,NOT THE RATED FLOW. 9. PROVIDE SHUT-OFF VALVES FOR BOTH HOT AND COLD WATER SUPPLIES AT ALL FIXTURES EXTERIOR POLYURETHANE,TIMBER UV WOOD FINISH. NOTES AND FITTINGS. 9. GARAGES SHALL BE SEPARATED FROM HABITABLE SPACES IN ACCORDANCE WITH 2O15 IRC 2. THERE MUST BE A MECHANICAL FRESH AIR VENTILATION SYSTEM THAT BRINGS THE R302.6,AT SEPARATING WALL,PROVIDE 5/8-INCH TYPE X GYPSUM BOARD ON GARAGE SIDE FOLLOWING AMOUNT OF FRESH AIR INTO THE HOME WHEN INSTALLED: (7.5 CFM)(NUMBER OF 10. PROVIDE LABELS FOR ALL PLUMBING VALVES EXCEPT UNDER-COUNTER SHUT OFF VALVES, AND TYPE X GYPSUM BOARD ON HABITABLE SIDE.AT GARAGE CEILING,PROVIDE 5/8" BEDROOMS+1)+(.Ol CFM)(SQUARE FEET OF CONDITIONED SPACE) HOSE BIBS AND OTHER OBVIOUS EXPOSED VALVES.EX,"MAIN WATER SUPPLY SHUT OFF." TYPE X GYPSUM BOARD. 3. PER 2015 IRC R303.1 HABITABLE ROOMS,"NATURAL VENTILATION SHALL BE THROUGH 11. PROVIDE DRAIN DOWN VALVES FOR ALL OUTDOOR PLUMBING. 10. PER 2020 NYS RC R313.2,"AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE WINDOWS,SKYLIGHTS,DOORS,LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR SCALE: AS NOTED INSTALLED IN ONE-AND TWO-FAMILY DWELLINGS.EXCEPTION:AN AUTOMATIC RESIDENTIAL AIR.SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE 12. PROVIDE AND COORDINATE WITH OWNER,THE LOCATION OF EXTERIOR HOSE BIBS(MIN OF 2) FIRE SPRINKLER SYSTEM SHALL NOT BE REQUIRED FOR ADDITIONS OR ALTERATIONS TO READILY CONTROLLABLE BY THE BUILDING OCCUPANTS.THE OPENIABLE AREA TO THE WHETHER SHOWN ON DRAWINGS OR NOT. EXISTING BUILDINGS THAT ARE NOT ALREADY PROVIDED WITH AN AUTOMATIC RESIDENTIAL OUTDOORS SHALL NOT BE LESS THAN 4 PERCENT OF THE FLOOR AREA BEING VENTILATED..." 11 A COPYRIGHT© OWNERSHIP AND USE OF DOCUMENTS: ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS„AS INSTRUMENTS OF NO WORK K TO COMMENCE I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE ANID SHALL REMAIN THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE;DOCUMENTS ARE NOT TO DRAWINGS SUBMITTED FOR DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR)ANY OTHER PROJECTS OR BUILDING PERMIT UNTILL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIE;S THAN THOSE PROPERLY PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUIT THE SPECIFIC WRITTEN RECEIVED SECTION R105.2.2 OF THE 2020 NYS ECCC. WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM I SECOND FLOOR WOOD Fa:s,iencr% Figure 3.10b Ridge Board and Ceiling Joist Detail STUDS @ 16"O.C. (Pails or > L.7k rtl • +� - Stn(ttt•s) Ridge Board EGRESS GENERAL SAFETY AND FALL PREVENTION 0/111 CE,rres • • . • rlgnre 3.9a Studs Headers Around Wall Openings a � - oauu.,•o Collar Tie(Collar Beam) 1. R305 MINIMUM CEILING HEIGHTS PER 2020 NYS RC: i N .r'� Si1�ot1airl - =- Rafter (Located In upper third of a. TA"IN ALL HABITABLE R30MS / - - b. 6-8 IN BASEMENT c. 6'-4"IN BASEMENT UNDER BEAMS,GIRDERS,DUCTS OR OTHER OBSTRUCTIONS y/ / / N • • • � ��t a Ywala fku•n 2. R 308 GLAZING IN HAZARDOUS LOCATIONS AS DETERMINED BY 2015 IRC R308.4 SHALLFARS 1 =m� 1 twd ►�E at•. I COMPLY WITH THE REQUIREMENTS OF 2020 NYS RC R308.3. ( frllrnir( ( " ` RESCUE OPENING IS REQUIRED PER 2015 a • 3. R310 AT LEAST ONE EMERGENCY ESCAPE AND S Q 4X8 COX PLYWOOD TO BE CENTERED OVE GROUND FLOOR WOOD �' f` �' h Ceiling Joist IRC SECTION 310 IN BASEMENTS,HABITABLE ATTICS,AND ALL SLEEPING ROOMS. RIM BOARD TYPICAL STUDS @ 16"D.C. I j; parallel to a. OPENING AREA SHALL COMPLY WITH MINIMUM REQUIREMENTS OF 2020 NYS RC rafters R310.2.1: TYP. PLYWOOD SHEATHING i. THEY SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET, 1 a. V*KII([m•[t•ti,•i+o•rick; "t`•"""• ` `�=- pM xs:a KKK45N�'i St•V.:a'APt(.; .��� Figure 3.2a Sill Plate Anchorage to Concrete Foundation Wall EXCEPT FOR OPENINGS AT GRADE FLOOR OR BELOW GRADE,WHICH SHALL HAVE P:4Kt 4KA W4r,tNt1 A<C9F,d• N\ A NET CLEAR OPENING OF NOT LESS THAN 5 SQUARE FEET. P Pu,[t r>,"M / Figure 3.6b Corner Stud Hold-down Detail \-i if-IS efi'cw ii. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES et•[�'U"tzs " awurrz R<- •4$tUdtt 181I91OV,'N ROAD +E2025 Wall Stud xwn[tvn• Wad Stud f,",RIE PLACr NY 11514 iii. THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. r' Washer Botts sad Bottom Plate 'sotto,„Plata (631)-332-3021 b. MAXIMUM SILL HEIGHT:44"A.F.F.(2020 NYS RC R310.2.2) sal Plata Washers a required Is e. VVINDOW WELLS ALLOWING AN EMERGENCY ESCAPE AND RESCUE OPENING BELOW •ut M-M-t Wnehor Rate Arrehor Bolt o+n ARr.HITECTSP.�ncoa, I r ® nor).let Hee000r.101 t.3,z2.3) GRADE SHALL (2020 NYS RC R310.2.3) SIMPSON STRONG-TIE •' - - I. HAVE A HORIZONTAL AREA OF NOT LESS THAN 9 SQUARE FEET. Cs-16 COILED STRAP .•R„� , , Endwali II ii. ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED. (1s>8D NAILS j : ; -corner stud iii. IF MORE THAN 44 INCHES IN VERTICAL DEPTH,BE EQUIPPED WITH A "`''I hold-down connected to SIN Plato SIt1 Plate PERMANENTLY AFFIXED LADDER OR STEPS USABLE WITH THE WINDOW IN THE • , transfer shear ( ( r , ' 1' all all Steel Strap Stool Straq tipped under al!plate 2-16d Common lase 3.2.2.3) (fee 32ta) FULLY OPEN POSITION WITH DIMENSIONS PER R310.2.3.1. j rox�nsee or.,crns • • none at s"o.c. iv. BE DESIGNED FOR FROPER DRAINAGE BY CONNECTING TO THE BUILDING'S n:w rin nxa ox vaAr PROJECT FOUNDATION DRAINAGE SYSTEM OR BY AN APPROVED ALTERNATIVE METHOD. 4. R311 MEANS OF EGRESS TYPICAL SHEAR WALL OPEDAL a. 3111.3 LANDINGS ARE REQUIRED OUTSIDE OF EACH EXTERIOR DOOR,AND ARE TO HAVE FRAMED OPENING STRAPPING N.T.S. A WIDTH NOT LESS THAN THAT OF THE DOOR SERVED AND A MINIMUM DIMENSION OF - - RESIDENCE 3(6 INCHES IN THE DIMENSION OF TRAVEL AND A SLOPE NOT EXCEEDING 1/4 VERTICAL 2 Figure 3.4a Joists Framing oft a Solid Sawn girder UNITS PER 12 HORIZONTAL UNITS(1/4"PER FOOT). Figure 3.4d Joist Framing on a Stud Wall Figure 3.4e Joist Framing on a b. 1111.6 HALLWAYS SHALL NOT BE LESS THAN 3 FEET WIDE. Foundation Silt Plate c. 3111.7"STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES IN CLEAR WIDTH AT All POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED Brldgtng 985 TRACK CUTCHOGUE NY Y HEADROOM HEIGHT.HANDRAILS SHALL NOT PROJECT MORE THAN 41/2 INCHES ON T : 11935 EITHER SIDE OF THE STAIRWAY AND THE CLEAR WIDTH OF THE STAIRWAY AT AND 14" CS-16 COIL STRAP DATE: 10/2025 BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND LANDINGS,SHALL BE NOT stud stud PROJECT N?. 3525011 LESS THAN 31 1/2 INCHESWHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 Bottom Bottom Plate REVISION DATE IIVCHES WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES." Plate- d. 3111.7.2"THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES subflaortng 1 1 SUBMIT FOR BUILDING PERMIT toi2o2s WD FLR JOIST Joist 2 MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR sIMPSON STRONG-TIE subtlooring Band Joist 3 ACE4 @ ALL PORCH POSTS FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM ON THAT PORTION OF THE 10-16D NAILS 4 STAIRWAY." ALLOWABLE LOAD 1,785# 3" 1/2" Sand SIII 5 e. 3111.7.3"A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 147 1/2+, Joist Plate Joist IIVCHES BETWEEN FLOOR LEVELS OR LANDINGS." CONC I Joist Girder f. 2111.7.5 RISERS SHALL BE NOT MORE THAN 73/4 INCHES,AND TREADS SHALL BE NOT FOUND ® oR LESS THAN 10 INCHES.NOSINGS SHALL PROJECT NOT LESS THAN 1/4 INCH AND NOT GRADE NOTES: MORE THAN 11/4 INCHES ON STAIRWAYS WITH SOLID RISERS.MAXIMUM 3/8"TREAD SIMPSON STRONG-TIE Double Stud' 1.THE CONTRACTOR SHALL VERIFY ALL C516 COIL STRAP @ 16"O.C. EXISTING AND PROPOSED CONDITIONS ON AND RISER VARIANCE WITHIN STAIR RUN.MINIMUM TREAD WIDTH 6 AT WINDERS. WRAP AROUND SILL SIMPSON STRONG-TIE THE CONSTRUCTION DOCUMENTS WITH g. F1311.7.6"THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH 3"X 3"BP AT ALL ANCHOR BOLTS LCB @ALL PORCH POSTS Figure 3.4c Joists Framing on a Steel Beam THOSE AT THE SITE.ANY DISCREPANCIES 5/8"X 12"ANCHOR BOLTS AT 36"O.C. ALLOWABLE LOAD 6,270# STAIRWAY.THE WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NOT WFCM TABLE 3.2A 2001&12"OFF CORNERS SIMPSON STRONG-TIE MUST BE BROUGHT TO THE ATTENTION OF LESS THAN THE WIDTH OF THE FLIGHT SERVED...WHERE THE STAIRWAY HAS A ALLOWABLE TENSION LOAD 1,235# 5/8" AAX 12'ANCHOR INTO CONCRETE THE ARCHITECT PRIOR TO COMMENCING STRAIGHT RUN,THE DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 36 (2)3/4" X 3"BOLTS INTO POST CONSTRUCTION.THE CONTRACTOR SHALL ALLOWABLE LOAD 3,705# Bridging (INCHES. BE RESPONSIBLE FOR DISCREPANCIES h. FI311.7.8 HANDRAILS WITH A HEIGHT OF 34"-38"ABOVE NOSING SHALL BE PROVIDED f.--�' NOT REPORTED TO THE ARCHITECT ONCE ° E- SIMPSON SPH4 WORK HAS COMMENCED,EXCEPT FOR ON NOT LESS THAN ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH 12-10D NAILS TO STUD FOUR OR MORE RISERS. UPLIFT 1,360# HIDDEN CONDITIONS WHERE APPLICABLE. I. F1311.8 RAMPS ARE TO BE IN ACCORDANCE WITH R311.8 AND ARE TO HAVE BP TIE TO PROVIDE CONTINUOUS SUPPORT FROM STUD TO TOP OF � 2.PROVIDE WOOD BLOCKING IN WALL L A MAXIMUM SLOPE OF ONE UNIT VERTICAL IN 8 UNITS HORIZONTAL PLATE TO RAFTER. P FRAMING FOR ALL ACCESSORIES ii. A HANDRAIL 34-38 INCHES IN HEIGHT WHEN SLOPE EXCEEDS ONE UNIT 4 Joist INCLUDING BUT NOT LIMITED TO:TOWEL VERTICAL IN 12 UNITS HORIZONTAL. �oNo BARS,TOILET PAPER HOLDERS,SHELVING 8"MIN 5. R312 GUARDS AND WINDOW FALL PROTECTION ;` _ ATTACHMENT,ROBE HOOKS,GRAB BARS, CONC ETC a. R312.1 PORCHES,BALCONIES,AND STAIR LANDINGS LOCATED GREATER THAN 30" FOUND ABOVE ADJACENT FLOOR OR GRADE ARE TO BE INSTALLED WITH GUARDS NOT LESS GRADE 3.NO WORK TO COMMENCE UNTIL A THAN 36 INCHES IN HEIGHT ABOVE THE WALKING SURFACE.GUARDS SHALL NOT HAVE SIMPSON STRONG-TIE SPH4 @ 16"D.C. BUILDING PERMIT IS ISSUES. OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4„IN DIAMETER. 5 SIMPSON H2.5 b. "R312.2 WINDOW FALL PROTECTION.WINDOW FALL PROTECTION SHALL BE PROVIDED 3"X 3"BP AT ALL ANCHOR BOLTS NAILS 8D N NAILS TO STUD 5-SD NAILS TO RAFTER Steel Beam 5-8D 4.THESE PLANS COMPLY WITH THE 2020 5/8"X 12" BOLTS ATIN ACCORDANCE WITH SECTIONS R312.2.1 AND R312.2.2. WFCM TAB EN3.2A 2001&12"3OFF000RNERS UPLIFT 3I 0#0 PLATE UPLIFT 4115#0 PLATE INTERNATIONAL ENERGY CONSERVATION I. R312.2.1 WINDOW SILLS.IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF SIMPSON STRONG-TIE CODE. AN OPERABLE WINDOW OPENING IS LOCATED LESS THAN 24 INCHES ABOVE THE H4&H2.5 @ 16"D.C.AND 12"FROM ENDS FINISHED FLOOR AND GREATER THAN 72 INCHES ABOVE THE FINISHED GRADE OR (USE WHEN STUDS AND RAFTERS DON'T ALIGN) Figure 3.111r Roof openings-Gable Dormer OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE Ridge Board WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH-DIAMETER SPHERE TO PASS THROUGHT THE OPENING WHERE THE Double OPENING IS IN ITS LARGEST OPENED POSITION. SIMPSON STRONG-TIE Trimmer Rafter 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION HH @ ALL HEADERS SPANS GREATER THAN 6 FEET DEVICES THAT COMPLY WITH ASTM F 2090. Rafter 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2. SIMPSON H2A ii. R312.2.2 WINDOW OPENING CONTROL DEVICES.WINDOW OPENING CONTROL 5-10D NAILS TO STUDER DEVICES SHALL COMPLY WITH ASTM F 2090.THE WINDOW OPENING CONTROL Sim PS 450# SIMPSON STRONG-TIE DEVICE,AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE H2A @ 16"O.C.AND 12"FROM ENDS WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF (USE WHEN STUDS THE WINDOW UNIT TO LESS THAN THE AREA REQUIRED BY SECTION R310.2.1. SIMPSON HCP4@ASTRONG-TIE AND RAFTERS ALIGN) CP4 LL HIP CORNERS 8-101)NAILS To RAFTER 8-10D NAILS TO PLATE UPLIFT 3,367# s SINGLE POUR ENDWALL RIM JOIST NAILED INSTALLATION PORTION o CORNER STUD HOEDOWN o CONNECTED TO TRANSFER SHEAR 13 1/2" Double o 2-16D COMMON ONE#4 Header NAILS @ 6"O.C. • REBAR IN • • S/HEAR CONE vJ� O'�HQ�Cyi� OR -a• FROM IN. J �� O art. SIMPSON STRONG-TIE HPAHD CORNER Figure 3.6a Floor Opening-Stairway CORNER HOLDOWNS-USE"SIMPSON"HDU8-SDS2.5 Flteitopping r (20)SIDS 1/4"X 2.5"WOOD SCREWS (1)5/8"DIA X 12"STEEL ANCHOR ALLOWABLE LOAD 6,970# 1P1;t Stringer DRILL AND SET 5/8"DIAMETER ANCHORS 8 1/2"MIN INTO CONCRETE.HOLE TO BE �F' Double Plate t�J. 04M 4 yO� 11/16"DIAMETER.FILL HOLE HALFWAY WITH"SET EPDXY-TIE"BY'SIMPSON,-IF �✓ �' :a .9 % TEMPERATURE IS BETWEEN 40 AND 100 DEGREES. FILL HOLE WITH"AT-ACRYLICle TIE"IF TEMPERATURE IS BETWEEN 0-40 DEGREES.REFER To MANUFACTURES Dorhle Stud INSTRUCTIONS FOR MIXING AND CLEANING HOLES.SEE GROUND FLOOR PLAN FOR r` `\��� LOCATIONS i%Y��. Tall Tall Joist NOTE 1: Joist ( GENERAL NOTES Y�.y f �- � ,'• TYPICAL FOUNDATION ANCHORS BOLTS TO BE 5/8" DIAMETER X 12"DEEP 12"OFF CORNERS AND SET @ 36" Double & STRAPPING O.C.AS PER.(WFCM TABLE 3.2A 2001) 711mmter Stud DETAILS NOTE 2: Rubnosring REFERENCE STANDARD USED IN DESIGN OF STRUCTURE (WFCM 2001)SEE ELEVATIONS FOR LINE OF STRAPPING DETAILS AS PRESCRIBED ABOVE Tail Joist NOTE 3: SCALE: AS NOTED ALL STEEL CONNECTORS AND NAILS ATTACHED TO A.C.Q. Double LUMBER TO BE HOT DIPPED GALVANIZED,Z MAX Trimmer TREATED,OR STAINLESS STEEL TYPICALLY COPYRIGHT© 3 TYP. STRAPPING DETAILS ENERGY CODE COMPLIANCE STATEMENT OWNERSHIP AND USE OF DOCUMENTS: ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF NO WORK TO COMMENCE I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,AIRE AND SHALL REMAIN THE DRAWINGS SUBMITTED FOR ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR BUILDING PERMIT UNTILL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN RECEIVED SECTION R105.2.2 OF THE 2020 NYS ECCC. WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM i y 7,77 COVER W/ROOF SHINGLE RAFTER TIES @ 16"O.C. CONTINUOUS RIDGE VENT COBRA RIDGE CAP „ -" MODEL'CS20' RIDGE VENT OR EQUAL INSTALL AS MIN(14)10-D NAILS 12" PER MANUPS INSTRUCTIONS ROOF RAFTERS 5/8"GYPSUM BOARD RAFTER CONNECTOR LTWGT ARCHITECTURAL @ 16"O.C. O SHINGLES SHINGLES OVER HORIZONTAL SIDING 12" RAFTER TIES @ 16"O.C. #15 ROOFING FELT OVER RIDGE O O MODEL'CS20' 1/2"THK(CDX.)PLYWOOD c DBL.TOP PLATE ��J O O — FELT OR HOUSEWRAP wzc o MIN(14)10-D NAILS ALL JOINTS TO BE O O 1" MIN.AIR SPACE �, TAPED&SEALED =`,) O O III I 5/8"CD AT ✓� / SHEATHING l !1J 18MINTOWNRO�D r,2025 O I� CAR!L PI ACE NY 11514 j ' o ' TJI I INSULATION J (631) 33?-3C21 RIDGE BOARD OR BEAM �' o �I OR IWARCHITICTSMADCOM ROOF RAFTERS(SEE 11Z (SEE PLANS) _ 1I DIMENSIONAL I 16" h—� ROOF RAFTER PLANS FOR SIZE& LUMBER CENTERS SPACING) ---� 2"x 6"STUDS @ 16"O.C. —_ WHERE STUDS DO NOT ALIGN W/RAFTERS INSTALL ICE AND WATER SHIELD AT EAVES,VALLEYS,INTERSECTIONS OF ROOF AND WALL AND ENTIRE ROOFS WHERE SLOPE IS LESS THAN 4/12 PROJECT A RAFTER-TO-RAFTER CONNECTION TYP.@ EACH RAFTER n TYP. RIDGE VENT DETAIL RAFTER TIE DETAILS TYP.@ EACH RAFTER ^ TYPICAL FLOOR JOISTS SPACING AND METAL C TYPICAL EXTERIOR WALL CONSTRUCTION OPEDAL •L MODEL'CS2O' BY SIMPSON STRONG TIES G MODEL'LTS' BYSIMPSON STRONG TIES '-F CROSS BRACING J RESIDENCE TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL NAILING SCHEDULE 1"x3"VINYL COATED WD.CASINING NUMBER NUMBER (TO BE REPLACED OR REPAIRED USE EVERY OTHER NAIL HOLE W JOINT DESCRIPTION OF COMMON OF BOX NAIL SPACING AFTER EACH INSTALLATION) 9- U,y�T , 985 TRACK AVE IN A ROW TO PROVIDE THE x CUTCHOGUE NY 11935 ROOF RAFTERS CODE-REQUIRED MINIMUM END NAILS NAILS x_ �p S CENTER-TO-CENTER LENGTH ROOF FRAMINGDATE: 10/2025 RAFTER CONNECTOR SPACING FOR NAILS 1"x2"WOOD SPACER / PROJECT NO. 3525011 MIN(14)10-D NAILS MIN(14)10 D NAILS EA. I RAFTER TO TOP PLATE(TOE-NAILED)(TABLE 3.4A) 3-8D 3-10D PER RAFTER �' PREDRILLED FASTENING ' REVISION DATE HOLES @ 9"O.C. - o_ CEILING JOIST TO TOP PLATE(TOE-NAILED)(TABLE 3.4A) 3-813 3-101) PER JOIST / rn + 1 SUBMIT FOR BUILDING PERMIT 10/2025 ° DBL.TOP PLATE WALL STUD - 36"-42" ~ 2 CUT CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED)(TABLE 3.9A) 6-16D 40D EACH LAP / 0 3 ° l BASE PLATE LENGTH _ 4 II CLEAR CEILING JOIST TO LAPS OVER PARTITIONS(FACE-NAILED)(TABLE 3.9A) 6-16D 40D EACH LAPY w �_ 5 1 2"CDX PLYWOOD = z SPAN COLLAR TIE TO RAFTER(FACE-NAILED)(TABLE 3.6A) 3-8D 3-10D PER TIE STRUCTURAL STORM w 6 I` !I GALV.MEATL STRAP a PANEL 30 I( @ 16"O.C. BLOCKING TO RAFTER(TOE-NAILED) 2-8D 2-10D EACH END �� W tom a z MODEL'CS20' I F TES. ' RIM BOARD TO RAFTER(END-NAILED) 2-16D 3-16D EACH END 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON RIM JOIST WALL FRAMING / THE CONSTRUCTION DOCUMENTS WITH THOSE AT THE SITE.ANY DISCREPANCIES DBL TOP PLATE 12 TOP PLATE TO TOP PLATE(FACED NAILED) 2-16D 2-16D PER FOOT �� PREDRILLED FASTENING MUST BE BROUGHT TO THE ATTENTION OF o END X HOLES @ 9"O.C. / / °• LENGTH TOP PLATES AT I NTERSECTIO NS(FACE-NAI LED) 446D 5-16D JOINTS EACH SIDE THE ARCHITECT PRIOR TO COMMENCING ° PROVIDE MINIMUM 1" 0 CONSTRUCTION.THE CONTRACTOR SHALL o, END DISTANCE STUD TO STUD(FACE NAILED) 2-16D 2-16D 24"O.C. / WOOD CASING BE RESPONSIBLE FOR DISCREPANCIES ° 0. NOT REPORTED TO THE ARCHITECT ONCE HEADER TO HEADER(FACE-NAILED) 16D 16D 16"O.C.ALONG EDGES °oo EQUAL NUMBER OF WORK HAS COMMENCED,EXCEPT FOR SPECIFIED NAILS TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16D 2-40D PER STUD HIDDEN CONDITIONS WHERE APPLICABLE. IN EACH END BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 2-16D 2-40D PER FOOT 2.PROVIDE WOOD BLOCKING IN WALL ENDJOIST,OR BLOCKING (FACE-NAILED) FRAMING FOR ALL ACCESSORIES STUD TO PLATE TO RIM JOIST TO TOP PLATE TO STUD WHERE OPENING PROTECTION WITH THE USE OF PLYWOOD PANELS IS ALLOWED INCLUDING BUT NOT LIMITED TO:TOWEL RAFTER TIE DETAILS TYP.@ EACH RAFTER TYPICAL HIGH WIND WINDOW PROTECTION FOR NEW WINDOWS CONNECTION @ 16 O.C. FLOOR FRAMING 11 BY IRC R301.2.1.2,INSTALLATION IS TO BE IN ACCORDANCE WITH BARS,TOILET PAPER HOLDERS,SHELVING 6 7 R301.2.1.2 AND THESE DRAWINGS. ATTACHMENT,ROBE HOOKS,GRAB BARS, MODEL'IVITS30' BY SIMPSON STRONG TIES MODEL'BP' BY SIMPSON STRONG TIES JOIST TO SILL,TOP PLATE OF GIRDER(TOE-NAILED) 4-81) 4-101D PER JOIST IN COMPLIANCE WITH IRC 2020 140 MPH DESIGN WIND SPEED ETC. BRIDGING TO JOIST(TOE-NAILED) 2-81) 2-101D EACH END 3.NO WORK TO COMMENCE UNTIL "SIMPSON"HDQ8 2-16d COMMON BLOCKING TO JOIST(TOE-NAILED) 2-8D 24013 EACH END BUILDING PERMIT IS ISSUES. "SIMPSON" PHD6 NAILS @ 6"o.c. BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16D 4-16D EACH BLOCK FASTENING SCHEDULE B FOR FULL LENGTH PLATES LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D 4-16D EACH JOIST ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW OPENING I IN4.TERNAESETIONAL PLANS ENERGCOMPLY CONSEITH RVATION E 2020 ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2001 EDITION) INTERNATIONAL ENERGY CONSERVATION OF STUD JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-81D 3-101D PER JOIST CODE. NOTATION BAND JOIST TO JOIST(END-NAILED) 3-16D 4-16D PER JOIST A ROUGH OPNS A B C D E F BAND JOIST TO SILL OF TOP PLATE(TOE-NAILED) 2-16D 3-16D PER FOOT BLOCKING @ 2'-0" 2 " ROOF SHEATHING (1)2 x4' 1 1 J. J. ENDWALL 4'-0" 4 (1)2"x4" 2 2 2 2 STRUCTURAL PANELS 8-D 10D 6" EDGE/12"FIELD D 6'-0" 6 (2)2"x4"or(1)2"x6" 3 3 1 3 3 DIAGONAL BOARD SHEATHING B E 1"X6"OR 1"X8" 2-8D 240D PER SUPPORT C 8'-0" 8 (2)2"x4"or(1)2"x6" 3 3 3 3 1"X10"OR WIDER 3-813 3-10D PER SUPPORT 10'-0" 10 (2)2"x6" 4 4 4 4 12" CEILING SHEATHING 12'-0° 12 (2)2°x6° 5 4 5 4 HEADER GYPSUM WALLBOARD 5D COOLERS 51D COOLERS 7"EDGE/10" FIELD F A-NUMBER OF 8d NAILS @ EA.END OF STRAPPINGS(TABLE 3.7,P.157)&(TABLE 6A P.316) "SIMPSON"HDQ8 WALL SHEATHING B-NUMBER OF SILL STUDS(ON FLAT)(DOES NOT APPLY TO DOORS)(TABLE 3.23B,P.193) "SIMPSON"PHD6 C-NUMBER OF FULL HEIGHT KING STUDS @ EA.SIDE OF HEADER(TABLE 3.23C,PA93) STRUCTURAL PANELS 8D 10D 6" EDGE/12"FIELD D-NUMBER OF 16d NAILS.END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER NOTE: MIN(14)10-D NAILS FIBERBOARD PANELS @ EA.SIDE(TABLE 3.7,P.157)&(TABLE 6A P.316) 1.SHEATHING AS PART OF SHEARWALL SEGMENT(SW.S), E-NUMBER OF JACK STUDS @ EA.END OF HEADERS(TABLE 3.22F,P.191)ASSUME DBL.HDR. WHERE NOTED ON FLOOR PLAN,SHALL BE CONTINUOUS 7/16" 6D — 3" EDGE/6" FIELD FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT F-NUMBER OF 16d NAILS END-NAILED THOUGH ADJACENT JACK STUDS TO END OF SILL(S) JOINTS.8d COMMON NAILS @ 6"o.c.EDGE&FIELD 25/32" 8D — 3" EDGE/6" FIELD 2.HOLD DOWNS REQUIRED AT ALL 4 CORNERS OF JACK STUD @ EA.SIDE(DOES NOT APPLY TO DOORS)(TABLE 3.8,P.157)&(TABLE 6A PAGE 316) STRUCTURE UNLESS OTHERWISE NOTED. KING STUD GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7 EDGE/10 FIELD NAILING&STRAPPING @EXTERIOR WINDOW/ DOOR HEADER 3.SEE CONSTRUCTION DETAIL(NAILING AND STRAPPING) HARDBOARD 8D 8D 6" EDGE 12"FIELD &DETAIL(HOEDOWN&CONN). 12 PARTICLEBOARD PANELS 8D 8D (SEE MANUF.) GALV. METAL TIE-DOWN AT CORNER OF STRUCTURE CORNER OF STRUCTURE DOWN W/IN 32"OF �R O A R y�T GALV. METAL DIAGONAL BOARD SHEATHING � C 8 9 :V X6"OR J."X8" 2-8D 3-10D PER SUPPORT Al HO MODEL'HDQ8/PHD6' BY SIMPSON STRONG TIES MODEL'HTT22' BY SIMPSON STRONG TIES 1"X10"OR WIDER 3-8D 3-10D PER SUPPORT USE LIVE LOAD DEAD LOAD STRUCTURAL MEMBER ALLOWABLE �C'7L DEFLECTION FLOOR SHEATHING EXTERIOR BALCONIES 60 psf 10 psf RAFTERS HAVING SLOPES GREATER THAN 3 ON 12 WITH L/180 D' NO FINISHED CEILING ATTACHED TO RAFTERS DECKS 40 psf 10 psf STRUCTURAL PANELS p p �'- �T RR905.2.5 FASTENERS. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS,MINIMUM 12 1"OR LESS 8D 10D 6" EDGE/12"FIELD PASSENGER VEHICLE GARAGES 50 psf as per plan INTERIOR WALLS AND PARTITIONS H/180 pq GAGE[0.105 INCH(2.67 mm)]SHANK WITH A MINIMUM 3/8-INCH(9.5 mm)DIAMETER HEAD,ASTM F 1667,OF A LENGTH TO PENETRATE THROUGH THE ROOFING GREATER THAN 1" 10D 16D 6" EDGE/6"FIELD qTf OF N MATERIALS AND A MINIMUM OF 3/4 INCH(19.1 mm)INTO THE ROOF SHEATHING.WHERE THE ROOF SHEATHING IS LESS THAN 3/4 INCH(19.1 mm)THICK,THE DIAGONAL BOARD SHEATHING ATTICS WITHOUT STORAGE(ROOF BELOW 3 PITCH) 10 psf 10 psf FLOORS AND PLASTERED CEILINGS L/360 FASTENERS SHALL PENETRATE THROUGH THE SHEATHING.FASTENERS SHALL COMPLY WITH ASTM F 1667. RR905.2.6 ATTACHMENT.ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER.FOR NORMAL APPLICATION, 111X6"OR 11vX8" 2-81) 3-10D PER SUPPORT ATTICS WITH STORAGE(ROOF ABOVE 3 PITCH) 20 psf 10 psf ALL OTHER STRUCTURAL MEMBERS L/240 STRAPPING ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE. 1"X10"OR WIDER 3-8D 3-10D PER SUPPORT 'INHERE THE ROOF SLOPE EXCEEDS 20 UNITS VERTICAL IN 12 UNITS HORIZONTAL(20:12),SPECIAL METHODS OF FASTENING ARE REQUIRED. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 DETAILS & 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE EXCEPTION:ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE WHERE THE ROOF IS IN ONE OF THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN SLEEPING ROOMS 30 psf 10 psf EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES H/240 FOLLOWING CATEGORIES: HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE SCHEDULE 1. THE BASIC WIND SPEED PER FIGURE RR301.2(4)IS 140 MILES PER HOUR(177 km/h)OR GREATER AND THE EAVE IS 20 FEET DOUBLED, OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN STAIRS 40 psf 10 psf EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES H/120 b (6096 mm)OR HIGHER ABOVE GRADE. THE LOAD PATH. 2. THE BASIC WIND SPEED PER FIGURE RR301.2(4)IS 140 MILES PER HOUR(193 km/h)OR GREATER. GUARDRAILS AND HANDRAILS 200 plf 10 psf NOTE:L=SPAN LENGTH, H=SPAN HEIGHT 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF a FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HERIN,THE WIND :3. SPECIAL WIND ZONES PER FIGURE RR301.2(4) NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. ROOF LOADING(LIVE=GROUND SNOW LOAD 20 psf 12 psf for attic LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND ADJUSTMENTS AS PER FIGURE R301.2(5)OF THE 2020 CLADDING(ASD)LOADS OBTAINED FROM TABLE R301.2(2). 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED,CHECK INTERNATIONAL RESIDENTIAL CODE) 15 psf for cath b DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM BOARD FINISH SCALE: AS NOTED IBC FOR ADDITIONAL REQUIREMENTS. I SHALL BE LIMITED TO AN ALLOWABLE DEFLECTIONS OF H/180. 10 FASTENERS FOR ASPHALT ROOF SHINGLES 13 MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS (REFER TO TABLE R301.5 OF THE INTERNATIONAL RESIDENTIAL CODE) COPYRIGHT© OWNERSHIP AND USE OF DOCUMENTS: ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF NO WORK TO COMMENCE I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE DRAWINGS SUBMITTED FOR ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR BUILDING PERMIT UNTILL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN RECEIVED SECTION R105.2.2 OF THE 2020 NYS ECCC. WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OP ARCHITECTS MAD. DRAYIN BY: DM ENERGY NOTES: AIR SEALING AND INSULATION 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION CODE.THE AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO DETERMINE BUILDING ENVELOPE AIR TIGHTNESS AND INSULATION INSTALLATION SHALL BE DEMONSTRATED TO COMPLY WITH ONE OF THE AND ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. FOLLOWING OPTIONS GIVEN: 2. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN THE SPACE:WHERE THE FURNACE IS LOCATED.CERTIFICATE SHALL COMPLY WITH IRC N1101.14 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA 3. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHER STRIPPED AND INSULATED TO A LEVEL r EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 1. AIR BARRIER AND THERMAL BARRIER 4. INSTALLATION -THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN 1.1. EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED WALLS IS INSTALLED IN SUBSTANTIAL CONTACT AND - ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, CONTINUOUS ALIGNMENT WITH BUILDING ENVELOPE AIR BARRIER. AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. 1.2. BREAKS OR JOINTS IN THE AIR BARRIER ARE FILLED OR REPAIRED. 5. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS THAN OR 1.3. AIR-PERMEABLE INSULATION IS NOT USED AS A SEALING MATERIAL. ` EQUAL TO 3 ACH50 IN CZ 4A.5.6A.TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. 1.4. AIR-PERMEABLE INSULATION IS INSIDE OF AN AIR BARRIER. 6. DUCTS- SUPPLY AND RETURN DUCTS IN ATTIC SHALL BE INSULATED TO A MINIMUM OF R-8 @ 3" OR GREATER IN DIAMETER,AND R-6 @ DUCT LESS THAN 3" IN DIAMETER. 2. CEILING/ATTIC 7. DUCT SEALING - DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. 2.1. AIR BARRIER IN ANY DROPPED CEILING/SOFFIT IS SUBSTANTIALLY ALIGNED WITH INSULATION AND ANY GAPS 8. DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED ARE SEALED. C6RtlPLACFNY11 �'z°25 CPRtE PLACF NY 11514 THIRD PARTY. 2.2. ATTIC ACCESS(EXCEPT UNVENTED ATTIC), KNEE WALL DOOR,OR DROP DOWN STAIR IS SEALED. DI3-IRc NTF(ITSMA0.130" 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. 10. MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS> 105 F DEGREES OR< 55 F DEGREES 3. WALLS i r SHALL.BE INSULATED WITH R-3 MINIMUM. 3.1. CORNERS AND HEADERS ARE INSULATED. 11. MECHANICAL VENTILATION -SHALL MEET THE REQUIREMENTS OF THE IRC/IMC 3.2. JUNCTION OF FOUNDATION AND SILL PLATE IS SEALED. 12. EQUIPMENT SIZING- PER ACCA MANUAL S,BASED ON LOADS CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER. 4. WINDOWS AND DOORS 13. LIGHTING -A MINIMUM OF 75%OF PERMANENTLY INSTALLED FIXTURES MUST HAVE HIGH-EFFICACY 4.1. SPACE BETWEEN WINDOW/DOOR JAMBS AND FRAMING IS SEALED. PROJECT LAMPS' CEILING GYPSUM BOARD OPEDAL 14. ALL HVAC, PLUMBING& ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 ENERGY 5. RIM JOISTS AS AIR BARRIER EFFICIENCY, INTERNATIONAL MECHANICAL CODE, INTERNATIONAL ENERGY CONSERVATION CODE.IT 5.1. RIM JOISTS ARE INSULATED AND INCLUDE AN AIR BARRIER. CONTINUOUS BEAD OF SEALANT RESIDENCE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE DESIGN, CONTINUOUS BEAD OF SEALANT CALCULATIONS, DRAWINGS,WRITTEN STATEMENTS OF THE MECHANICAL AIR CONDITIONING, 6. FLOORS(INCLUDING ABOVE-GARAGE AND CANTILEVERED FLOORS) a TM HEATING SYSTEMS (NEW EXISTING OR UPGRADED)STAMPED BY A PROFESSIONAL 6.1. AIR BARRIER CRITERIA-THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED EDGE OF INSULATION. r` VENTILATION, y CONTINUOUS MINIMAL EXPANDING ,.zy; ,' 985 TRACK AVE ENGINEER IF REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. 6.2. INSULATION INSTALLATION CRITERIA-FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED TO MAINTAIN _ v curcllocuE NY tl t19s5 15. ADDITIONS,ALTERATIONS OR RENOVATIONS SHALL COMPLY WITH IECC 2020 UNALTERED PORTIONS PERMANENT CONTACT WITH THE UNDERSIDE OF SUBFLOOR DECKING,OR FLOOR FRAMING CAVITY INSULATION FOAM AT WINDOW PERIMETER DATE: 10/2025 OF THE_EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH THIS CODE. SHALL BE PERMITTED TO BE IN CONTACT WITH THE TOP SIDE OF SHEATHING,OR CONTINUOUS INSULATION Compliance Certificate PROJECT NO. 3525011 16. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND EXTENDS FROM THE BOTTOM TO THE TOP OF ALL WINDOW UNIT AS AIR BARRIER REVISION DATE AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS. PERIMETER FLOOR FRAMING MEMBERS 1 SUBMIT FOR BUILDING PERMIT 10/2025 17. ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE CONTINUOUS MINIMAL EXPANDING Project Information 2 WITH TABLE R402.4.1.1.APPLY A FRESH BEAD OF CAULK TO THE TOP AND BOTTOM PLATE 7. CRAWL SPACE WALLS FOAM AT WINDOW PERIMETER 4 IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. 7.1. INSULATION IS PERMANENTLY ATTACHED TO WALLS. Project Title: Opedal Residence 5 7.2. EXPOSED EARTH IN U Energy Code: 2021 IECC 6NVENTED CRAWL SPACES IS COVERED WITH CLASS I VAPOR RETARDER WITH OVERLAPPING CONTINUOUS BEAD OF SEALANT Location: Cutchogue, New York JOINTS TAPED.BUILDING THERMALNVELOPE Construction Type: Single Family NGTES: Project Type: Addition 1.THE CONTRACTOR SHALL VERIFY ALL CONTINUOUS BEAD OF ADHESIVE 8. SHAFTS, PENETRATIONS Project Sub Type: None EXISTING AND PROPOSED CONDITIONS ON 8.1. DUCT SHAFTS,UTILITY PENETRATIONS,KNEE WALLS AND FLUE SHAFTS OPENING TO EXTERIOR OR Glazing Area: 25% THE CONSTRUCTION DOCUMENTS WITH THE BUILDING THERMAL ENVELOPE SHALL BE DURABLY SEALED TO LIMIT INFILTRATION.THE SEALING UNCONDITIONED SPACE ARE SEALED. CONTINUOUS BEAD OF SEALANT Climate Zone: 4a (5572 HDD) THOSE AT THE SITE.ANY DISCREPANCIES Project No: 1554708 MUST BE BROUGHT TO THE ATTENTION OF METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND All Electric: false THE ARCHITECT PRIOR TO COMMENCING CONTRACTION.THE FOLLOWING SHALL BE CAULKED, GASKETED,WEATHERSTRIPPED OR OTHERWISE SEALED 9. NARROW CAVITIES Is Renewable: false CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES WITH AN AIR BARRIER MATERIAL,SUITABLE FILM OR SOLID MATERIAL: 9.1. BATTS IN NARROW CAVITIES ARE CUT TO FIT,OR NARROW CAVITIES ARE FILLED BY SPRAYED/BLOWN Has Battery: false NOT REPORTED TO THE ARCHITECT ONCE INSULATION. Has Charger: false WORK HAS COMMENCED,EXCEPT FOR 1. ALL JOINTS,SEAMS AND PENETRATIONS. Has Heat Pump false HIDDEN CONDITIONS WHERE APPLICABLE. 2. SITE-BUILT WINDOWS, DOORS AND SKYLIGHTS. 10. GARAGE SEPARATION 2.PROVIDE WOOD BLOCKING IN WALL 3. OPENINGS BETWEEN WINDOW AND DOOR ASSEMBLIES AND THEIR RESPECTIVE JAMBS AND FRAMING. 70.1. AIR SEALING IS PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. construction site: Owner/Agent: Designer/Contractor: FRAMING FOR ALL ACCESSORIES "--CEILING GYPSUM BOARD 985 TRACK AVE Tor&Lena Opedal DAVID MARTINS INCLUDING BUT NOT LIMITED TO:TOWEL 4. UTILITA PENETRATIONS. CUTCHOGUE, NY 11935 8 RIVER TER 18 MIDTOWN RD BARS,TOILET PAPER HOLDERS,SHELVING 5. DROPPED CEILINGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE. 11. RECESSED LIGHTING AS AIR BARRIER NEW YORK,NY 10282 ARCHITECTS MAD ATTACHMENT,ROBE HOOKS,GRAB BARS, 646-647-9315 CARLE PLACE,NY 11514 ETC. 6. KNEE WALLS. 11.1. RECESSED LIGHT FIXTURES ARE AIR TIGHT, IC RATED,AND SEALED TO DRYWALL. i CONTINUOUS BEAD OF SEALANT LATORPED01@PM.ME 631-332-3021 7. WALLS AND CEILINGS SEPARATING A GARAGE FROM CONDITIONED SPACES. EXCEPTION-FIXTURES IN CONDITIONED SPACE. 1 dm@architectsmad,com 3.NO WORK TO COMMENCE UNTIL A 8. BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS. �-CONTINUOUS BEAD OF SEALANT BUILDING PERMIT IS ISSUES. 9. COMMON WALLS BETWEEN DWELLING UNITS. 12. PLUMBING AND WIRING 4.THESE PLANS COMPLY WITH THE 2020 10. ATTIC ACCESS OPENINGS. 12.1. INSULATION IS PLACED BETWEEN OUTSIDE AND PIPES. BATT INSULATION IS CUT TO FIT AROUND WIRING AND CONTINUOUS MINIMAL EXPANDING INTERNATIONAL ENERGY CONSERVATION 11. RIM JOIST JUNCTION. PLUMBING,OR SPRAYED/BLOWN INSULATION EXTENDS BEHIND PIPING AND WIRING. FOAM AT WINDOW PERIMETER Envelope Assemblies CODE. OTHER SOURCES OF INFILTRATION. 13. SHOWER/TUB ON EXTERIOR WALL WINDOW UNIT AS AIR BARRIER Prop. Req. Assembly Gross Area or Cavity Cont. U- U- Prop. Req. 13.1. SHOWERS AND TUBS ON EXTERIOR WALLS HAVE INSULATION AND AN AIR BARRIER SEPARATING THEM FROM Perimeter R-value R-value Factor/ Factor/ UA UA F-Factor F-Factor m THE EXTERIOR WALL. -CONTINUOUS MINIMAL EXPANDING " T• �. ;. Ceiling:Flat Ceiling or 440 38.0 0.0 0.030 0.024 13 11 FOAM AT WINDOW PERIMETER Scissor Truss 14. ELECTRICAL/PHONE BOX ON EXTERIOR WALLS Floor.All-Wood Joist(fruss 440 30.0 0.0 0.033 0.047 15 21 g . w 4 14.1. AIR BARRIER EXTENDS BEHIND BOXES OR AIR SEALED-TYPE BOXES ARE INSTALLED. CONTINUOUS BEAD OF SEALANT Wall:Wood Frame, 16" 500 21.0 0.0 0.057 0.045 21 17 D.C. t 15. COMMON WALL Window 2:Wood Frame 51 0.270 0.300 14 15 :d " d 15.1. AIR BARRIER IS INSTALLED IN COMMON WALL BETWEEN DWELLING UNITS. - coNTlNuous BEAD OF ADHESIVE Door 2: Glass Door(over 76 0,270 0.300 21 23 50%glazing) g # a r 16. HVAC REGISTER BOOTS CONTINUOUS BEAD OF SEALANT SHGC: 0.29 V i 16.1. HVAC REGISTER BOOTS THAT PENETRATE BUILDING ENVELOPE ARE SEALED TO SUBFLOOR OR DRYWALL. - 1 FIREPLACE { h � y, '� � � -,�' � ^`A'-K -� w... W...n.. .....r.... m-w....._u..... ava-....awl..,...rlv....... �..._.._. k= 11.1. FIREPLACE WALLS INCLUDE AN AIR BARRIER.k The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES .... i NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade R assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. HO ARC ��GO��HO M9���� AIR SEALED WALL JOINTS TESTING OPTION CONTINUOUS BEAD OF SEALANT ' BUILDING ENVELOPE TIGHTNESS AND INSULATION INSTALLATION SHALL BE CONSIDERED ACCEPTABLE WHEN TESTED AIR Compliance Statement LEAKAGE IS LESS THAN SEVEN AIR CHANGES PER HOUR (ACH)WHEN TESTED WITH A BLOWER DOOR AT A PRESSURE OF 33.5 CONTINUOUS SILL SEALER The proposed building design described here is consistent with the building plans,specifications,and other calculations -FULL WIDTH OF MUDSILL PSF 50 PA .TESTING \� submitted with the permit application.The proposed building has been designed to meet the 2021 IECC requirements in Y `( ) SHALL OCCUR AFTER ROUGH IN AND AFTER INSTALLATION OF PENETRATIONS OF THE BUILDING ENVELOPE, g q REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection �1 INCLUDING PENETRATIONS FOR UTILITIES, PLUMBING, ELECTRICAL,VENTILATION AND COMBUSTION APPLIANCES. q Checklist. p4171A FOUNDATION WALL AS AIR BARRIER 55 DURING TESTING: OF N R� , t , � �, J CONCRETE SLAB AS AIR BARRIER �p.�p f►tiA(Lrin�s >�PC.t�lrr"cr- �, II/2I7{ Name -Title Signature Date 1. EXTERIOR WINDOWS AND DOORS,FIREPLACE AND STOVE DOORS SHALL BE CLOSED, BUT NOT SEALED; - \/ AIR SEALING/ . T s 2. DAMPERS SHALL BE CLOSED, BUT NOT SEALED, INCLUDING EXHAUST,INTAKE, MAKEUP AIR, BACKDRAFT AND FLUE Y a / //////\/// AIR BARRIER ! �' {' r a Ig; x DAMPERS; \` \ \ \ \ I _ I: � s 't 3. INTERIOR DOORS SHALL BE OPEN; \ e� 1 AJ� atau n , �Ar /i.� AT i�/i.�/i.�/i.�� 4. EXTERIOR OPENINGS FOR CONTINUOUS VENTILATION SYSTEMS AND HEAT RECOVERY VENTILATORS SHALL BE CLOSED V DETAILS & , . AND SEALED; RESCHECK 5. HEATING AND COOLING SYSTEM(S)SHALL BE TURNED OFF; 1. 6. HVAC DUCTS SHALL NOT BE SEALED;AND TYPICAL AIR SEALING DETAILS RESCHECK L Z SCALE: AS NOTED ` 1. SUPPLY AND RETURN REGISTERS SHALL NOT BE SEALED. VISUAL INSPECTION OPTION BUILDING ENVELOPE TIGHTNESS AND INSULATION INSTALLATION SHALL BE CONSIDERED ACCEPTABLE WHEN THE ITEMS LISTED ' IN TABLE 402.4.2,APPLICABLE TO THE METHOD OF CONSTRUCTION,ARE FIELD VERIFIED.WHERE REQUIRED BY THE CODE COPYRIGHT @ OWNERSHIP AND USE OF DOCUMENTS: DUCT SEALING REQUIREMENTS OFFICIAL,AN APPROVED PARTY INDEPENDENT FROM THE INSTALLER OF THE INSULATION SHALL INSPECT THE AIR BARRIER AND ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN WORK TO COMMENCE 1 T S DRAWINGSANDSPECIFICATIONS, INSTRUMENTS - NO WOHE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE INSULATION. DRAWINGS SUBMITTED FOR DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO UNTILL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR BUILDING PERMIT MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY PLANS RECEIVED SECTION SPECIFICATIONS THE RE IN NOYS COMPECCLIANCE WITH PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN R105.2.2WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM i OWNERSHIP AND USE OF DOCUMENTS: Mppze irl Goldsmith Inlet DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PECONiC PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE t PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO O ` BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY pp o m AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN S co p "°R^'"6 AUTHORIZATION OF ARCHITECTS MAD. o �°°¢tea O war.rs COPYRIGHT-© Imo! y e star o ue ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE wa. ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY N85LdU rarm` MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. O Mud Creek 985 Track Ave PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S d n 985 Track Ave a' WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. 3a° NEW SUFFOLK ENERGY CODE COMPLIANCE STATEMENT N C I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED Ray°" DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY a F"sc rttic Pecomc KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE o wOnn.Of - PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH 9` SECTION R105.2.2 OF THE 2020 NYS ECCC. n � PU S a 2025 P CARLE PLACE NY 11514 �\aµ°°��a A `�o ao^ 1R MIDTOWN R04[l cr. (�. NO WORK TO COMMENCE OM@;A!?CNITECTSh1A0C0I,.l "h ) "1 oa�a °yy,� ROBINS 31 3oa 3( P� ,SLANG UNTILL BUILDING PERMIT IS 9p qLP r RECEIVED DRAWINGS SUBMITTED FOR KEY PLAN BUILDING PERMIT 1 PROJECT OPEDAL RESIDENCE I 985 TRACK AVE I CUTCHOGUENY 11935 24.0 40 DATE: 10/2025 22.0 5 O 1 7'20 " E 20.0 180, 73 ' PPnJECT NO. 3525011 \ \ I REVISION DATE I ACCESSORY STRUCTURE \ I _20.0 POOL CODE FENCE 2 1 SUBMIT FOR BUILDING PERMIT 10/2025 �-- 24.0 -- -- (POOL) ENVELOPE \� - .� . .� .- . .- �. .... .- ..- .� ®. .�. - -.- I _. - - .m.® - - - - - _ _ _. - _. _. .- - _. .... - .a .� �, �. �. .� ..� .� .- 3 5 \ Jo w EXIST OUTDdiOR I s 1\ 0 SHOWER \ I/ 1 1 \ I I NOTES: C 1.THE CONTRACTOR SHALL VERIFY ALL EXISTI 1 \ \ ' ► THE CIONSTRNG UCTION DOCUMENTS PROPOSED IWITHEXTEND EXISTING ONS N I [o W \\ EXISTING (1) CAR ON-GRADE PAVED - \\ 1 \ I ® THOSE AT THE SITE.ANY DISCREPANCIES POOL PATIO MUST BE BROUGHT TO THE ATTENTION OF I p \ GARAGE �� ® THE ARCHITECT PRIOR TO COMMENCING ® DRIVEWAY I M ` 325 SF COVERAGE \ I CONSTRUCTION.THE CONTRACTOR SHALL ( ) \ _ _ I BE RESPONSIBLE FOR DISCREPANCIES --- - - - - - - - - =- - - - - - - - - - - - - - - - - - - - - - //� BUILDIING ENVELOPE I NOT REPORTED TO THE ARCHITECT ONCE --- -- - - I WORK HAS COMMENCED,EXCEPT FOR ® 1 T �23.75 ®28,rj 0\ \ - I I I I HIDDEN CONDITIONS WHERE APPLICABLE. ui ® 35.1 FRONT I \ i I SETBACK (PORCH) - -- - -I 23.5, 22.75\ \ \ i I 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES \ \ I I INCLUDING BUT NOT LIMITED TO:TOWEL 3.3' NEW SIDE YARD \ \ 21.5 I 1 BARS HMENTOILETP PEROBE HOLDERS, OKS,GR BBAR , NEW FRONT PORCH I I MUDROOM LIVING \ IN-GROUND VINYL I I I 1 CACHMENT,ROBEHOOKS,GRABBARS, AND STEPS (20 SF) --- --J � � I o i ui RM ADDITION (440 SF) \ POOL(840 SF e-I 027.56 F.F. ri __I ___ \ COVERAGE) N 1 W 3.NO WORK TO COMMENCE UNTIL A BUILDING PERMIT IS ISSUES. NEW FRONT STEPS �� 13.3' I� NEW REAM DECK I 215 I 1 MH I 4.THESE PLANS COMPLY WITH THE 2020 � l 24.56 1 (253 SF) \ I I I I Q INTERNATIONAL ENERGY CONSERVATION 1 I� 23.5 23.0 I \ I I 1 CODE. EXISTING FRONT WAL-KWA�• I I \\ I I v 0 I I � L'j I I\ 1 I _ - - a 1 CL I Lu I EXISTING 2 STORY I -� 5.b' WOOD FRAME ` � 22.0 _ I �' ' W I z \ 'z > 1 0 uj 1 DWELLING (898 SF • I H \ Ir20•0 Z 1 MH O I MAXIMUM FLOOR AREA ® _ COVERAGE) EXIST'SEPTIC I CL 1 EXISTING FRONT TANK\ I I LI I GROUND FLOOR = 898 SF -� GROUN FL ADD. 440 SF PORCH (30 SF) 25 41 027.56 F.F. \ I m I I ® SECOND FLOOR - 702 SF / TOTAL FLOOR AREA -2,040 SF 1 EXISTING REAR \ I a l O �. 37.0 FRONT YARD COVERED W1 ^, LOT COVERAGECALC. O 1 SETBACK (DWELLING) 1 LOUNGES/ PORCH \ I � ` V 104.75' 01 GROUND FLOOR - 898 SF (305 SF)I \\No REAR SETBACK (1) 1 ADDITION - 440 SF FRONT PORCH 1 - 30 SF FRONT 1 Luu 23.60 \o I (DWELLING) �L I REAR PORCH 2 = 305 SF F24186 o EXIST CELLAR ACCESS U 24.0 SECTION: 137 NOTE: IN-GROUND POOL - 840 SF I - - - - - - - - - - - - - - - - - - - - - - - - - STAIRSL - - - - - - - - - - - - - - - - - - - - - - J THE INFORMATION USED FOR THIS DETACHED GARAGE= 325 SF IJJ 0 / I EXISTING POOL I BLOCK: 1 SITE PLAN WAS OBTAINED REAR DECK - 253 SIF � ARC Q 0 / DIRECTLY FROM THE SURVEY. Gj pELHO In u- BUILDING ENVELOPE / L6 _ 0- 0 G E UIPMENT ( ) TOTAL LOT COV. -3,111 SF G L ... _//- - .-. - .... ..,- - - - - - .... .K. - _«, - -.. -- - - - - - -.. - - - - - - .�, - - .� - - ..�. ..... .,.. - - ..,. .- - - - - �- - - - - - - - - - - .,.,» -., � LOT: 25 SEE SURVEY ATTACHED / ACCESSORY STRUCTURE(POOL) ENVELOPE / I � o � N // POOL CODE FENCE / POOL CODE FENCE ZONING REQUIREMENTS FOR PRINCIPAL STRUCTURES IN ZONE "R-40" C1 o a_ o _ .. '. 22.0 20.0 _ o- REQUIRED EXISTING/PROPOSED �041714 24.0 0 / I LOT AREA 40,000 SF MIN *17,900 SF(EXISTING) 9T y Tff „ , LOTWIDTH 150'MIN *100'(EXISTING) OF S 45 0 1 2® W 177,47 LOT DEPTH 175'MIN 177.47'(EXISTING) FRONT SETBACK 35'MIN(PRIMARY) 37.0'(EXISTING DWELLING) 35.1'(PROP.FRONT PORCH) PROJECT INFO SIDE SETBACK 10'MIN(PRIMARY) 15.5'(EXISTING)&31.5'(PROPOSED) 35'MIN(BOTH) 47.0'(PROPOSED) PLOT PLAN AND REAR SETBACK 35'MIN 104.75'(EXISTING) 7 LIVABLE FLOOR AREA 850 SF MIN 2,040 SF(PROPOSED) ZONING FLOOR AREA 2,100 SF+12.5%(5,550.5 SF) 2,040 SF(PROPOSED) -2,793.8 MAX ANALYSIS LOT COVERAGE 20%(3,580)MAX 3,111 SF(PROPOSED) it 'I%j " 0 w M HEIGHT 35'MAX TO RIDGE(PEAKED) 24'-15/8"(EXIST)14'-7 3/4"(PROP)I W R 0 A r), 25'MAX TO RIDGE(FLAT) N/A STORIES 2 1/2 STORIES 2 STORY(EXISTING) SCALE: AS NOTED SKY PLANE 45D(STARTS AT 10'ABOVE COMPLIES:SEE ELEVATIONS NATURAL GRADE AT ALL POINTS PARALLEL OR ADJ.TO DWELLING) *EXISTING NON-COMPLIANT SITE PLAN ZONING INFORMATION 2 3 E:SCAL 1"-10'-0" DRAWIN BY: DM CONSTRUCTION LEGEND E�— EXISTING CONSTRUCTION TO REMAIN ` R}-- EXISTING CONSTRUCTION TO BE REMOVED �— NEW 8"THICK POURED CONCRETE FOUNDATION WALL OVER NEW 8"THK X 16" WIDE CONCRETE FOOTING.5/8"X 12" LONG ANCHOR BOLTS 12" FROM CORNERS AND PLACED AT 36"O.C. B1 NEW 2 X 6 WD STUDS @ 16"O.C.WITH 5/8"GYPSUM WALL BOARD ON INSIDE . AND 1/2"CDX PLYWOOD ON EXTERIOR. 26'-2" EXIST WOOD FRAME GROUND FLOOR 10'-0" EXIST DECK VINYL SIDING W/R-21 SPRAY FOAM INSULATION AT STUD CAVITY.SOLID 26'-2" EXISTING CONCRETE FOUNDATION WALL 1'-2 1/4" 23'-9 1/2"REMOVE SIDE PORCH .t'-2 1/4" WOOD BLOCKING @ MIDPOINT OF STUDS TYP. 1'-2 1/4" 23'-9 1/2" 1'-2 1/4" 18 IAMIl RD (c;202s CARLE PLACE NY 11514 (631)-332-3021 P1 NEW 2 X 4 WD STUDS @ 16"O.C.WITH D!I ARCHITECTSINIADcmI 5/8"GYPSUM WALL BOARD ON BOTH SIDES.SOLID WOOD BLOCKING @ LJ L J LLB DASHED LINE INDICATES MIDPOINT OF STUDS TYP. E DASHED LINE INDICATES R COLUMNS TO BE REMOVED NEW 2 X 6 WD STUDS @ 16"O.C.WITH COLUMNS TO BE REMOVED EXISTING FOUNDATION = P2 5/8"GYPSUM WALL BOARD ON BOTH SIDES.SOLID WOOD BLOCKING @ • WALLS AND FOOTING TO a MIDPOINT OF STUDS TYP. _ REMAIN. R I PROJECT p DASHED LINE INDICATES EXIST q R I I I R o o I I STEPS TO BE REMOVED SIDE PORCH I v, 4X4 WOOD POSTS ARE(2)2X4 WOOD POST OPEDAL UNEXCAVATED 04 04 I 100 I R NAILED TOGETHER OR STEEL COLUMN I O DOWN (SEE PLAN) RESIDENCE DASHED LINE INDICATES W L DASHED LINE INDICATES DASHED LINE INDICATES • STEPS TO BE REMOVED f� WALL TO BE REMOVED WALL TO BE REMOVED L EXIST 2X10 RR J It 16"O.C.ABOVE c N 4X4 WOOD POSTS ARE(2)2X4 WOOD POST NAILED TOGETHER OR STEEL COLUMN ABOVE E DASHED LINE 985 TRACK AVE INDICATES STEPS TO (SEE PLAN) R _ _ BE REMOVED CUTCNOGUE NY 11935 '❑e�� ®� DATE: 10/2025 — — L J L❑J REMOVE — l9 PROJECT NO. 3525011 REMOVE x DOOR WIDTH&HEIGHT c00v REVISION DATE E - — --_IL.1 - _qx --__� _ 1 SUBMIT FOR BUILDING PERMIT 10/2025 NEW DOOR HARDWARE AND CASING 2 EXIST(2)2X10 ACQ ❑I a ' EXIST 2X8 F1 I WD BEAM FLUSH --- 3 T 16"O.C.ABOVE W DASHED LINE INDICATES EXIST 4 EXIST o¢ EXIST EXISTING FOUNDATION j WALL TO BE REMOVED KITCHEN o s MECH. RM EXISTING MECHANICAL p W WALLS AND FOOTING TO I EXIST 103 LAUNDRY Q EQUIPMENT TO REMAIN AND Go • REMAIN. J 3 �001 BE PROTECTED DURING__ N a —' LIVING RM CONSTRUCTION R g __ 002 z I ¢ a a z 102 EXISTING DOOR, HARDWARE AND CASING NOTES: INm O LA ® c 0 O 1.THE CONTRACTOR SHALL VERIFY ALL Q w `I p F- W EXISTING AND PROPOSED CONDITIONS ON Ln O N W O THE CONSTRUCTION DOCUMENTS WITH oI 1• ELEVATION NUMBER THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF w 3 IllO EXIST 2X8 FJ EXIST 2X8 FJ .A300 DRAWING NUMBER THE ARCHITECT PRIOR TO COMMENCING W Lu 16"O.C.ABOVE 16"O.C.ABOVE CONSTRUCTION.THE CONTRACTOR SHALL W EXIST STEEL COLUMN WITH W li E CONCRETE FOOTING TO I E BE RESPONSIBLE FOR DISCREPANCIES Z I REMAIN. EXIST 2X8 FJ Z • O 16°o.c.AeovE 1 DETAIL NUMBER NOT REPORTED TO THE ARCHITECT ONCE U z v o ElEXIST N p WORK HAS COMMENCED,EXCEPT FOR Z _ EXISTING FOUNDATION ! _O C7 x A300 HIDDEN CONDITIONS WHERE APPLICABLE. • z DINING RM DRAWING NUMBER WALLS AND FOOTING TO H 0 N REMAIN. p N = -_ - 104 z 2.PROVIDE WOOD BLOCKING IN WALL Lu Lu E Y O CEILING HEIGHT-SEE PLAN FRAMING FOR ALL ACCESSORIES 0 INCLUDING BUT NOT LIMITED TO:TOWEL co _ _ (2)2X8 ML BEAM _ Y W _ E EXIST COVERED p w BARS,TOILET PAPER HOLDERS,SHELVING `* UNEXCAVATED i UNFINISHED all o et EXIST FRONT I I DINING Q ATTACHMENT,ROBE HOOKS,GRAB BARS, M I I x w w L� X I X N m J CELLAR o o C7 �,� PORCH w I I ; 107 w ETC. CVJ O N� Z � 2Ll 001 0 N W Oo I I i NO WORK - O 3.NO WORK TO COMMENCE UNTIL A (2>2 I In - O BUILDING PERMIT IS ISSUES. X 3 w F- -, r) X8 ML BEAM w cfl x - _ -- _- -- - In 4.THESE PLANS COMPLY WITH THE 2020 _ w EXIST w INTERNATIONAL ENERGY CONSERVATION EXIST 2X10 ACQ Ill O t E • EXIST SLAB ON GRADE TO REMAIN OM E BATHROOM x CODE. E E 16"O.C.ABOVE M 108 Lu �- �! EXISTING INTERIOR EXIST STEEL COLUMN WITH WOOD FRAME CONCRETE FOOTING TO WALLS TO REMAIN. E REMAIN. j E o I I w E F- d Z a a F. o� I ¢O co o EXISTING FOUNDATION EXIST M WALLS AND FOOTING TON ST a wI BEDROOM BEDROOM REMAIN. EXIST 2X8 FJ N m EXIST 2X8 FJ N m 106 0 NOTE 1: 16"O.C.ABOVE w 16"O.C.ABOVE x 31 105 w I- ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO X REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. Lu EXIST(2)2X10 ACQ EXIST 2X8 FJ EXIST 2X8 FJ EXISTING FOUNDATION WALLS I i _ WD BEAM FLUSH -- -- AND FOOTING TO REMAIN. 16"O.C.ABOVE 16"O.C.ABOVE oz az � - - -- _ -I -- — HEADER SCHEDULE EXIST N N N N ( _ OPENING HEADER E# T UP TO 4'-0" (2)2"X 8"'WOOD EXIST EXIS 4'-0"TO 6'-0" (2)2"X 10"WOOD E EXIST 2X10 ACQ E �� 6-0 TO 10-0" (2)2"X 12"WOOD "Ml(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. D — — ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A ARC — —_— — ___.-___ PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. �� )1,1.H0 ,y PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"'OR SMALLER. \� L q� 26'-2" EXISTING CONCRETE FOUNDATION WALL Ill EXISTING DECK FOUNDATION 26'-2"EXIST WOOD FRAME GROUND FLOOR IllEXIST DECK SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS 1 36'-21' °�a T DRAWINGS SUBMITTED FOR BUILDING PERMIT. NO �sT 041714 �O WORK TO COMMENCE UNTIL OF N FOUNDATION / CELLAR FLOOR DEMOLITION PLAN GROU LOOR DEMOLIT ND FIONLAN P PERMIT IS ISSUED c • 2 SCALE: 1/4"= 1'-0" SCALE: : /4"=1'-0" ENERGY CODE COMPLIANCE STATEMENT CELLAR & GROUND 1 THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY FLOOR DEMOLITION KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH SECTION R105.2.2 OF THE 2020 NYS ECCC. PLANS COPYRIGHT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SCALE: DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT, PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: 'k DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE JJ PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO 1 BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR d PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM I CONSTRUCTION LEGEND `E r EXISTING CONSTRUCTION TO REMAIN AIR VENTILATION AREA: v 1 SQ FT VENT REQUIRED PER 150 SQ.FT EXISTING CONSTRUCTION TO BE REMOVED 400 SQ.FT-2.67 SQ.FT VENT REQUIRED VENT-.89 SQ FT/VENT 3 VENTS REQUIRED NEW 8"THICK POURED CONCRETE y PROVIDED 3 FOUNDATION WALL OVER NEW 8"THK X 16" WIDE CONCRETE FOOTING.5/8"X 12" LONG 7'-10" NEW FOUNDATION 1 23'-9 1/2" NEW FOUNDATION 14'4 1/4" ANCHOR BOLTS 12" FROM CORNERS AND PLACED AT 36"O.C. h- - 3'-10 3/4" 81_011 81_01. 3'-10 3/4" 11'-2 1/4" 3'-211 10-0 1 4 W/#5 REBARAS 5/8"GYPSUM DWALL BOARD ON INSIDE INSTALL NEW 14" NEW CORNER 4 / " 1'-2" CONCRETE PIERS 48"DEEP B1 HOEDOWN A4OO REQUIRED.SEE DETAIL FOR TYPICAL NEW CORNER MORE INFORMATION. AND 1/2"CDX PLYWOOD ON EXTERIOR. 8X16 VENT 8X16 VENT 8X16 VENT_ HOEDOWN TYPICAL ^ VINYL SIDING W/R-21 SPRAY FOAM INSULATION AT STUD CAVITY.SOLID • ;' s• • NEW(2)2X10 ACQ z — r� z WOOD BLOCKING @ MIDPOINT OF _ WD BEAM FLUSH • NEW R-30 BATTS INSULATION +' _ STUDS TYP. Q O 1R P.1�DTOS"JN RID 'c 2025 Q 0 NEW 8"THICK POURED IN FLOOR CAVITY ABOVE NEW 8"THICK POURED 7 a (V Q A w p N 0 CARIC PLACE NY 11514 z N FOUNDATION WALL OVER FOUNDATION WALL OVER A400 ( ri 14 z �� (031)-332-3021 OItt 8"THICK X 16"WIDE - NEW 4"3,500 PSI CONCRETE SLAB ON m 8"THICK X 16"WIDE o' = NEW 2 X 4 WD STUDS @ 16 O.C.WITH DW_R)ARrHITFCTSI,Vn.001d O POURED CONCRETE GRADE W/NEW 6MIL VAPOR BARRIER x a CRAWL SPACE POURED CONCRETE O O P1 ILL FOOTING.INSTALL 5 8" N F -o N �? FOOTING.INSTALL 5 8" �� �� � 4' 5/8"GYPSUM WALL BOARD ON BOTH 3 / BETWEEN SLAB AND J p OVER CONCRETE / m 2.6 8 SIDES.SOLID WOOD BLOCKING @ ANCHOR BOLTS @ 36"O.C. ANCHOR BOLTS @ 36"O.C. o z 4X4 ACQ POST DOWN FROM Z � SLAB 3 Z MIDPOINT OF STUDS TYP. FLUSH BEAM IN FJ TO TOP OF A a FOUNDATION WALL 7 a NEW 2 X 6 WD STUDS @ 16"O.C.WITH • .. r ...� .,.. .. .....• N I 2x10 c 00 _ P2 5/8��GYPSUM BOTH A400 NOTE: c� STRINGER WALL BOARD ON p NEW POURED CONCRETE Y SIDES.SOLID WOOD BLOCKING @ 0 MIDPOINT OF STUDS TYP. A EXISTING FOUNDATION a FOUNDATION WALLS AND z _ o w w WALLS AND FOOTING E w FOOTINGS TO BE CONNECTED TO N a - p J _ PROJECT z TO REMAIN. EXISTING FOUNDATION AND e-I p0 p d' Q T OPEDAL UNEXCAVATED FOOTINGS W/#4 REBAR @12"O.C. x Q o a io w oo 4X4 WOOD POSTS ARE(2)2X4 WOOD POST 1 NOTE: E -1 Ja DRILL AND SET REBAR 6"MIN _ _ NAILED TOGETHER OR STEEL COLUMN O NEW POURED CONCRETE FOUNDATION WALLS < INTO EXISTING FOUNDATION.FILL w O 1 A3OO AND FOOTINGS TO BE CONNECTED TO EXISTING oa 3 HOLES HALFWAY w/"SET z z Q A3OO DOWN (SEE PLAN) RESIDENCE FOUNDATION AND FOOTINGS w/#4 REBAR m zo EPDXY-TIE BY"SIMPSON".REFER 0 @12"O.C.DRILL AND SET REBAR 6"MIN INTO > w TO MANUFACTURES INSTRUCTION 2X10 ACQ - z EXISTING FOUNDATION.FILL HOLES HALFWAY co m w a STRINGER O w/"SET EPDXY-TIE BY"SIMPSON".REFER TO N CRAWL SPACE -o INSTALL NEW 8".CONCRETE PIERS i N 4X4 WOOD POSTS ARE(2)2X4 WOOD POST 5 MANUFACTURES INSTRUCTION o d sL 48"DEEP W/#5 REBAR AS C'3 NAILED TOGETHER OR STEEL COLUMN ABOVE OVER CONCRETE z is a REQUIRED.SEE DETAIL FOR MORE z 985 TRACK AVE A400 = EXISTING 4"3,500 PSI CONCRETE SLAB •I SLAB INFORMATION. �- (SEE PLAN) iv ON GRADE W/NEW 6MIL VAPOR 1-4 x C (Al CUTCHOGUE NY 11935 BARRIER BETWEEN SLAB AND FJ N 00. X `i o a: w DATE: 10/2025 a • NEW R-30 BATTS INSULATION Z X a - CV O PROJECT NO. 3525011 (0 IN FLOOR CAVITY ABOVE 4 NEW 2X10 ACQ FJ c�a ��{ N co E 16°o.c.AeovE N m CN c —DOOR WIDTH &HEIGHT A400 � �� i � N REVISION DATE z NEW DOOR, HARDWARE AND CASING SUBMIT FOR BUILDING PERMIT 10r2025 3 4 5 J . Q EXIST 2X8 FJ I EXIST(2)2X10 ACQ WD BEAM FLUSH z 16"O.C.ABOVE W EXISTING DOOR, HARDWARE AND CASING NOTES: a EXIST o a EXIST EXISTING FOUNDATION 1.THE CONTRACTOR SHALL VERIFY ALL p EXISTING MECHANICAL p w WALLS AND FOOTING TO EXISTING AND PROPOSED CONDITIONS ON MECH. RM LAUNDRY z EQUIPMENT TO REMAIN AND OD REMAIN. THE CONSTRUCTION DOCUMENTS WITH p 001 BE PROTECTED DURING__ N 002 1• ELEVATION NUMBER THOSE AT THE SITE.ANY DISCREPANCIES La_ CONSTRUCTION t+i w NO WORK F W NO W RK a a MUST BE BROUGHT TO THE ATTENTION OF w IX m ® c& I A300 DRAWING NUMBER THE ARCHITECT PRIOR TO COMMENCING U w N CONSTRUCTION.THE CONTRACTOR SHALL z 1 N BE RESPONSIBLE FOR DISCREPANCIES v I N of 1 DETAIL NUMBER NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED,cS EPT FOR w HIDDEN CONDITIONS WHERE C APPLICABLE. z I A300 N it EXIST STEEL COLUMN WITH I DRAWING NUMBER W W E CONC REMAIN. FOOTING TO EXIST 2X8 FJ E I J 2.PROVIDE WOOD BLOCKING IN WALL 16"O.C.ABOVE QFRAMING FOR ALL ACCESSORIES E�_ CEILING HEIGHT-SEE PLAN INCLUDING BUT NOT LIMITED TO:TOWEL Lo z z BARS,TOILET PAPER HOLDERS,SHELVING M EXISTING FOUNDATION O O WALLS AND FOOTING TO ATTACHMENT,ROBE HOOKS,GRAB BARS, • REMAIN. p ETC. r + I z z 1 O O O (2)2X8 ML BEAM I I a a V 3.NO WORK TO COMMENCE UNTIL A BUILDING PERMIT IS ISSUES. UNEXCAVATED 2 ! UNFINISHED a pl o w a w rr 4.THESE PLANS COMPLY WITH THE 2020 M N m UP 1 R 8.25" L J CELLAR o U N J 001 N a z O INTERNATIONAL ENERGY CONSERVATION E. V N w ~' (� NO WORK N o X 0 -- _ _ w 3 w z (2)2X8 ML BEAM cfl X EXIST 2X10 ACQ FJ M w • EXIST SLAB ON GRADE TO REMAIN— E E 16"O.C.ABOVE it I M EXIST STEEL COLUMN WITH CONCRETE FOOTING TO REMAIN. E- aa. Z I NOTE 1: I a a ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO 00 fR EXISTING FOUNDATION p UNTILIN OR TEMPORARY SUPPORTS TO BE NEW STRUCTURAL MEMBERS ARE INSTALLED.N WALLS AND FOOTING TO N M Q REMAIN. N w EXIST 2X8 FJ h m EXIST 2X8 FJ F m 16"O.C.ABOVE w 16"O.C.ABOVE W 3� HEADER SCHEDULE I EXIST(2)2X10 ACQ OPENING HEADER EXISTING FOUNDATION WALLS WD BEAM FLUSH UP TO 4 0 (2)2 X 13��WOOD i �_ �� �� AND FOOTING TO REMAIN. - -E- a w— —�w T — - 4'-0"TO 6'-0" (2)2"X 10"WOOD — t 6'-0"TO 10'-0" (2)2"X 12"WOOD — — — - -- -EXIST N(n N N "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. EX-I&T ENGINEERED LUMBER TO BE MICROLAMINATIED MEMBERS W/A da PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. <D A R1. �PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. ( ` E EXIST 2X10 ACQ PROVIDE ONE JACK STUDS IF HEADER IS 3"-9"OR SMALLER. /'` "%-H o SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS ol — DRAWINGS SUBMITTED FOR �e :I 26'-2" EXISTING CONCRETE FOUNDATION WALL 10'-0" EXISTING DECK FOUNDATION BUILDING PERMIT. N0 36'-2° WORK TO COMMENCE UNTIL J']�r o41714 .{O� PERMIT IS ISSUED EOF N ENERGY CODE COMPLIANCE STATEMENT PROPOSED I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY FOUNDATION / KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH SECTION R105.2.2OF THE 2020NYSE000. CELLAR PLAN PROPOSED FOUNDATION / CELLAR FLOOR PLAN ol COPYRIGHT© 1 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN SCALE: 1/4" = 1'-0" CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SCALE: DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM i CONSTRUCTION LEGEND E�— EXISTING CONSTRUCTION TO REMAIN w R}-- EXISTING CONSTRUCTION TO BE REMOVED LLJ 2 A NEW 8"THICK POURED CONCRETE II,A200 FOUNDATION WALL OVER NEW 8"THK X 16" NEW 2 X 6 IN STUDS @ 16"O.C. W/WOOR-21D WIDE CONCRETE FOOTING. 5 " INSULATION IN STUD CAVITY.SOLID WOOD /8 X 12 LONG BLOCKING @ MIDPOINT OF STUDS TYP. ANCHOR BOLTS 12" FROM CORNERS AND PLACED AT 36"O.C. 8'-0" NEW FRONT PORCH 23'-5 1/2" NEW WD FRAME ADDTION 14'-4 1/4" NEW WD FRAME DECK B1 NEW 2 X 6 WD STUDS @ 16"O.C.WITH ` 11'-8 3/4" 11'-8 3/4" 11'-4 1/4" 3'-0" 5/8"GYPSUM WALL BOARD ON INSIDE ; - 4:Y AND 1/2"CDX PLYWOOD ON EXTERIOR. B1 w2 w2 w2 B1 VINYL SIDING W/R-21 SPRAY FOAM -1 —1 --------= -- — - -- - INSULATION AT STUD CAVITY.SOLID WOOD BLOCKING @ MIDPOINT OF B1 6'-1 1/2" O NEW(2)2X10 ML HEADER 16'_0" STUDS TYP. 18 MIDTOWN RI) (V2025 j N NEW 4X4 WOOD • 3'-O" 5'-O" POST DOWN - WOOD DECKING OVER N CAmIE PLACE NV 11514 04 M ACQ FLOOR JOISTS NEW 2 X 4 WD STUDS @ 16"O.C.WITH 0.?NRCHITrcTSMADCON 2'-3" 2'-911 • SIMPSON METAL O P1 o _ 8 rl 5/8 GYPSUM WALL BOARD ON BOTH � 00 � BRIDGING @ 1/3 SPAN ' 8/5 ro ' P ABOVE TYP N A400 MIDPOINT 14) SIDES. O OF STUDS TYLID WOOD P. @ --� A4OO W1 tt NEW 36"TALL HANDRAIL O NEW _ /GUARDRAILS Z r MUDROOM NEW 2X4 WOOD STUDS @ NEW 2 X 6 WD STUDS @ 16"O.C.WITH a 16"O.C.INTERIOR WALL Y o P2 5/8"GYPSUM WALL BOARD ON BOTH a = (2)2X8 100 o el a SIDES.SOLID WOOD BLOCKING @ W V I III:- �P - NEW R-38 BATTS— � WOOD DECK STAIRS W W It TA O INSULATION ABOVE TO BE MIDPOINT OF STUDS TYP. O ' !� rl 36X80 I \ _ RISERS 8 1/4"MAX AND W yt NEW M • INSTALLED IN CAVITY �. 00 I P1 10"MIN TREAD TO DECK - Q U. N FRONT N - AND STONE WALWKAY O Q u_ 1 Z N PORCH -�- NEW N o 4X4 WOOD POSTS ARE(2)2X4 WOOD POST OPEDAL � o a' UP 4R 8 _ � � LIVING RM N '� 5 i _ � 3 - - 1 DOWN (SENAILED OE PLAN)OR STEEL COLUMN RESIDENCE A300 3 101 3 A300 Z to ED (2>2X8 z D1 A400 ' w z r - - - O lvr 36X80 I I 23.36 REQD.GLAZE Z " CUSTOM ENTRY 55.94 PROV.GLAZE O ono _ ----- - 00 6 4X4 WOOD POSTS ARE (2)2X4 WOOD POST I` DOOR TO BE P2 38.13 REQD.VENT o NAILED TOGETHER OR STEEL COLUMN ABOVE \ 04 (SEE PLAN) 985 TRACK AVE SELECTED BY I � 38.13 PROV.VENT � CUTCHOGUE NY 11935 �I OWNER - I I - 04 \ STONE STAIRS 'r I - W1 O (p NEW 4X4 WOOD POST DOWN O NEW 2 X 6 WD STUDS @ 16" _ DATE: 10/2025 RISERS 8 1/4"MAX o 1 ! _ �� O.C. W/ R-21 INSULATION IN AND 10"MIN TREAD 1'-4 1 4" 5'-11" 1'-4 1 2" 14'-2" 1-4 1/4 N x DOOR WIDTH &HEIGHT PROTECT NO. 3525011 / -1 c0 / � _ STUD CAVITY.SOLID WOOD \ op TO STONE PATIO 1 BLOCKING @ MIDPOINT OF N REVISION DATE M • 1 STUDS TYP. 1 SUBMIT FOR BUILDING PERMIT 10/202E NEW 36"TALL HANDRAIL B1 r, /GUARDRAILS g� NEW DOOR, HARDWARE AND CASING 2 NEW(2)2X8 ML BEAM 3 DECORATIVE COMPOSITE COLUMNS WITH CENTER — aao_ — 4X4 WOOD POST SEE E E P1 6 STRAPPING DETAILS. 10 EXIST EXISTING DOOR, HARDWARE AND CASING NOTES: KITCHEN o x 1.THE CONTRACTOR SHALL VERIFY ALL EXIST 103 EXISTING AND PROPOSED CONDITIONS ON LIVING RM NO WORK THE CONSTRUCTION DOCUMENTS WITH -----I 1• ELEVATION NUMBER THOSE AT THE SITE.ANY DISCREPANCIES 102 MUST BE BROUGHT TO THE ATTENTION OF x NO WORK °rl 1 A300 DRAWING NUMBER THE ARCHITECT PRIOR TO COMMENCING A200 Lo W Z-) CONSTRUCTION.THE CONTRACTOR ALL LLo A201 BE RESPONSIBLE FOR DISCREPANC ES DETAIL NUMBER NOT REPORTED TO THE ARCHITECT ONCE EXIST 2X8 FJ EXIST 2X8 F1 1 WORK HAS COMMENCED,EXCEPT FOR 16"O.C.ABOVE 16"O.C.ABOVE A300 DRAWING NUMBER HIDDEN CONDITIONS WHERE APPLICABLE, 2.PROVIDE WOOD BLOCKING IN WALL w 1 FRAMING FOR ALL ACCESSORIES O F- ❑ O CEILING HEIGHT-SEE PLAN of EXIST 1- of g'_0" INCLUDING BUT NOT LIMITED TO:TOWEL DINING RM LxL1 BARS,TOILET PAPER HOLDERS,SHELVING 0 0 ATTACHMENT,ROBE HOOKS,GRAB BARS, z Z =o rr❑, 104 w = ETC. NO WORK 2 0 E a cs 3.NO WORK TO COMMENCE UNTIL A 2 _ _ E -1 LL BUILDING PERMIT IS ISSUES. f- w UP 3R 8 EXIST FRONT I EXIST COVERED PORCH w I I yl / ; DINING u_ 4.THESE PLANS COMPLY WITH THE 2020 O up 3@ 8 5 1 1R @ 8725"� z 0 INTERNATIONAL ENERGY CONSERVATION 3 NO WORK I i 107 3CODE. z ` i i NO WORK N C7 ❑I I _ --- 1 W E- x --- x W EXIST ,,, �� i F— O W IT E E BATHROOM M m M ` 108 ` W r❑ it EXISTING INTERIOR \_ NO WORK \ M WOOD FRAME WALLS TO REMAIN. E E NOTE 1: ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED x EXIST EXIST W BEDROOM BEDROOM UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. 106 105 NO WORK NO WORK HEADER SCHEDULE I x W EXIST 2X8 FJ EXIST 2X8 FJ ! OPENING HEADER 16"O.C.ABOVE 16"O.C.ABOVE UP TO 4'-0" (2)2"X 8"WOOD LL 4'-0"TO 6'-0" (2)2"X 10"WOOD 6'-0"TO 10'-0" (2)2"X 12"WOOD -----_-- _ _ _- - "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. E ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A �REp q RCy EXIST EXIST PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. /� D��,H 0 M �� PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER. SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS DRAWINGS SUBMITTED FOR R BUILDING PERMIT. NO .��; ~' 041714 '�p� 26'-2" EXISTING WD FRAME GROUND FLOOR 10'-0"EXISTING WD FRAME DECK WORK TO COMMENCE UNTIL OF � I PERMIT IS ISSUED 2 ENERGY CODE COMPLIANCE STATEMENT PROPOSED A2O1 I THE HEREBY UNDERSIGNED NIEWHATT STATE REGISTERED GROUND FLOOR DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH SECTION R105.2.2 OF THE 2020 NYS ECCC. PLAN PROPOSED GROUND FLOOR PLAN COPYRIGHT© 1 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN SCALE: 1/4"= 1'-O" CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SCALE: DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM i CONSTRUCTION LEGEND OE — EXISTING CONSTRUCTION TO REMAIN 2 C:L: `Rr EXISTING CONSTRUCTION TO BE REMOVED 41'-2" v .+ A NEW 8"THICK POURED CONCRETE 3'-0 1/4" 3'-4" NEW 23'-5 1/2" NEW WD FRAME ROOF --1'-4 1/4" 10'-0" FOUNDATION WALL OVER NEW 8"THK X 16" WIDE CONCRETE FOOTING.5/8"X 12" LONG ANCHOR BOLTS 12"FROM CORNERS AND PLACED AT 36"O.C. a B1 NEW 2 X 6 WD STUDS @ 16"O.C.WITH NEW 4X4 WOOD 5/8"GYPSUM WALL BOARD ON INSIDE POST DOWN AND 1/2"CDX PLYWOOD ON EXTERIOR. VINYL SIDING W/R-21 SPRAY FOAM 1- INSULATION AT STUD CAVITY.SOLID WOOD BLOCKING @ MIDPOINT OF PITCH � PITCH � STUDS TYP. 13 MIDTOWN RD «2025 wCAPLE PLACENY 11514 N w (631)-332-3021 ei NEW 2X10 RR 2 NEW 2X10 RR NEW 2 X 4 WD STUDS @ 16"O.C.WITH OM�n�oNlrEr;lsNlnOcolR P1 5/8"GYPSUM WALL BOARD ON BOTH 16"O.C.ABOVE I v 16"O.C.ABOVE x MIDPOINT 0 NOLID WOOD T OF STUDS TYP. @ 12 -.4" , 3 3 w U- A400 A400 Z U. NEW 2 X 6 WD STUDS @ 16"O.C.WITH 0 13 _ 0 P2 5/8"GYPSUM WALL BOARD ON BOTH cr_o 0 w _1 U NEw?XIO�yOV£R A400 I W SIDES.SOLID WOOD BLOCKING @ < MIDPOINT OF STUDS TYP. ct A(�Ey cr 'o • a I `1 PROJECT W 0- 00 00 NEW 2X10 RIDGE L- x ri¢ 4X4 WOOD POSTS ARE(2)2X4 WOOD POST OPEDAL Z �W d� ` i Z = NAILED TOGETHER OR STEEL COLUMN 1 Z i w �f a O`PVOiRNpV`E� I Q Z 1 DOWN (SEE PLAN) RESIDENCE cu 60 rl = NEW ASPHALT ROOF SHINGLES 2 • NEW ASPHALT ROOF SHINGLES ei 4X4 WOOD POSTS ARE(2)2X4 WOOD POST OVER 30LB FELT AND ICE AND OVER 30LB FELT AND ICE AND WATER SHIELD WHERE REQUIRED .l WATER SHIELD WHERE REQUIRED NAILED TOGETHER OR STEEL COLUMN ABOVE x (SEE PLAN) 985 TRACK AVE CUTCHOGUE NY 11935 4 z 11 _ 11 'i A400 I A400 DATE: 10/2025 PROJECT NO. 3525011 O X NEW 4X4 WOOD / 00 DOOR WIDTH&HEIGHT POST DOWN / N REVISION DATE SUBMIT FOR BUILDING PERMIT 10i2025 NEW DOOR, HARDWARE AND CASING 3 PITCH _ 4 P 5� ITCH — — N � 6 I EXIST 2X6 CJ EXISTING DOOR, HARDWARE AND CASING NOTES: 16"O.C.ABOVE 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON Lu = EXIST 2X6 RR THE CONSTRUCTION DOCUMENTS WITH a 16"O.C.ABOVE 1• ELEVATION NUMBER THOSE AT THE SITE.ANY DISCREPANCIES N 0 MUST BE BROUGHT TO THE ATTENTION OF 1 ;t a EXIST2X10RIDGE 1 A300 DRAWING NUMBER THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.THE CONTRACTOR SHALL A200 LO w LO A201 BE RESPONSIBLE FOR DISCREPANCIES p a 1 DETAIL NUMBER NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR A300 DRAWING NUMBER HIDDEN CONDITIONS WHERE APPLICABLE. 2.PROVIDE WOOD BLOCKING IN WALL PITCH CEILING HEIGHT-SEE PLAN FRAMING FOR ALL ACCESSORIES g_O INCLUDING BUT NOT LIMITED TO:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING 0 ATTACHMENT,ROBE HOOKS,GRAB BARS, w _ ETC. _ a. Q w 3.NO WORK TO COMMENCE UNTIL A U. 0 EXIST 2X6 CJ 0 LQ BUILDING PERMIT IS ISSUES. a 2 16"O.C.ABOVE o m 3 F N EXIST 2X10 RIDGE o Ln ce) X z 4.THESE PLANS COMPLY WITH THE 2020 EXIST 2X6 RR a z w = N INTERNATIONAL ENERGY CONSERVATION Q 16"O.C.ABOVE z N CODE. a N w W O w (D � O EXIST 2X6 CJ cM M 16"O.C.ABOVE 13'4" EXIST 2X6 RR 16"O.C.ABOVE w = � F o a NOTE I: 0 EXIST 2X10 RIDGE ANY CV N REMAIN RORT TEMPORARY SUPPORTS TO BE URAL WALLS NOTED TO BE REMOVED, ^STALLED LXu UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. Ca PITCH PITCH HEADER SCHEDULE OPENING HEADER i• UP TO 4'-0" "(2)2 X.8 WOOD PITCH PITCH _ - 4'-0"TO 6'-0" (2)2"X 10"WOOD -c�,c 6'-0"TO 10'-0" (2)2"X 12"WOOD "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. ENGINEERED LUMBER TO BE MICROL.AMINATED MEMBERS W/A �D �� PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER. (�� ,LLHO SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS G 5'-0" EXIST FRONT PORCH 26'-2"EXIST WD FRAME ROOF 10'-0" EXIST REAR PORCH DRAWINGS SUBMITTED FOR 411-2" BUILDING PERMIT. NO WORK TO COMMENCE UNTIL 041714 PERMIT IS ISSUED �rOF � 2 A201 ENERGY CODE COMPLIANCE STATEMENT PROPOSED ROOF I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY PLAN KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH SECTION R105.2.2 OF THE 2020 NYS ECCC. PROPOSED ROOF PLAN COPYRIGHT CI Of ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN SCALE: 1/4"= 1'-0" CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SCALE: DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR 03 PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DI?AWN BY: DM i CENTRAL AIR-CONDITIONING NOTES: POWER LEGEND AIR CONDITIONING TYPICAL THROUGHOUT.ALL 120 VOLT/15AMP DUPLEX OUTLET DUCTWORK TO BE INSULATED.AIR HANDLERS TO BE " ON VIBRATION ISOLATORS. UNITS TO SPECIFIED BY CD HERS RATER(IF APPLICABLE).G.C.TO INSTALL S 1/2 SWITCHED 120 VOLT 15AMP WHOLE HOUSE ELECTRIC AIR CLEANERS IN ALL DUPLEX OUTLET SYSTEMS. 20 AMP/120 VOLT DUPLEX OUTLET GFCI REFER TO MANUAL D,J AND S FOR MECHANICAL DEDICATED GFCI PROTECTED SYSTEM SPECIFICATIONS(IF APPLICABLE). 20 20 AMP/120 VOLT DUPLEX OUTLET DEDICATED 177=7 ;;-: FLOOR TO BE FED VIA DUCT WORK MOUNTED ON 120 VOLT QUAD OUTLET-ONE OUTLET TO BE CEILING Q DEDICATED 20 AMP DUCTWORK DRAWN IS DIAGRAMMATIC AND IS TO BE OGFCI GFCI SIZED BY GENERAL CONTRACTOR. DUCTWORK TO BE 120/20 120 VOLT/20 AMP DEDICATED INSTALLED TIGHT TO CEILINGS HARDWIRE SUPPLY PLUMBING NOTES 120/15 120 VOLT/15 AMP DEDICATED HARDWIRE SUPPLY - — — — — — 18 MIDTOWN RD �c 2p25 PLUMBING FIXTURES AND FITTINGS TO BE SPECIFIED CARLE PIACE NY 11514 BY OWNER.VERIFY STYLE,MANUFACTURE,AND 240/3o 220 VOLT/30 AMP DEDICATED (631) 3021 DP,1t,PRMHITEC?SMA^COf 1 COLOR PRIOR TO ORDERING.G.C.TO PROVIDE HARDWIRE SUPPLY ALLOWANCES DIGITAL WALL THERMOSTAT BY"LUX" _ - \ GC TO INSTALL 3/4 PEX SUPPLY LINES TYPICAL AND TM PVC DRAIN AND VENT LINES. NO WET VETS ARE -I--- I NEW COVERED PERMITTED.GC TO INSTALL NO-HUB BELOW SLABS. LOUNGE \ O TELEPHONE JACK-HOME RUN TO G.0 TO VERIFY WITH BUILD DEPARTMENT MATERIALS I 100 ' OF PLUMBING TO BE USED. TELEPHONE PANEL -I (CAT 3-4 PAIR) PROJECT INSPECTIONS: Oo TO TELEPHONECABLE ION PANEL K-HOME RUN OPEDAL I s G.C. IS SOLEY RESPONSIBLE FOR OBTAINING (RG-6 CABLE) PERMITS AND INSPECTIONS/SIGN OFFS FROM CABLE MODEM HOME RUN TO RESIDENCE / \ / UNDERWRITERS. cM TELEPHONE PANEL 1 \ I (I GAS SUPPLY: (CAT 5-4 PAIR WIRE) \ // BARBEQUE, RANGES,WALL OVENS, DRYERS, RECESSED 4"LIGHT FIXTURE CUT TRACK NY` PROVIDE LENS AT CLOSETS&TUBS CUT TRACK NY 11935 GENERATOR AND ALL GAS FIREPLACES TO RUN ON GAS.G.C.TO RUN IRON PIPE TO APPLIANCES. Qs SURFACE MOUNTED FIXTURE DATE: 10/2025 \ \ PROJECT NO. 3525011 \ TV AREA 0 WALL MOUNTED LIGHT FIXTURE , REVtS€Ct, DATE SOS GFCI ❑F EXHAUST FAN TO EXTERIOR 1 SUBMIT FOR BUILDING PERMIT 10/2025 2 — WALL SWITCH 3 4 — _ 5 ------ --------- - - CARBON MONOXIDE 6 cm ALARM DEVICE EXIST sD SMOKE DETECTING KITCHEN o ALARM DEVICE NOTES' 1.THE CONTRACTOR SHALL VERIFY ALL EXIST 102 EXISTING AND PROPOSED CONDITIONS ON LIVING RM NO WORK UC UNDER COUNTER LINEAR LITE.GC TO THE CONSTRUCTION DOCUMENTS WITH --- INSTALL ON SEPERATE CIRCUIT THOSE AT THE SITE.ANY DISCREPANCIES 101 MUST BE BROUGHT TO THE ATTENTION OF I I NO WORK NEW ELECTRIC PANEL TO INSTALLED THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.THE CONTRACTOR SHALL ELEC AS NEEDED. PANEL TO BE MOUNTED PANEL IN METAL STUD CAVITY OR TO BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE 24 X48 X3/4 WOOD PANEL ON WORK HAS COMMENCED,EXCEPT FOR CONCRETE WALL HIDDEN CONDITIONS WHERE APPLICABLE. 2.PROVIDE WOOD BLOCKING IN WALL f �+ FRAMING FOR ALL ACCESSORIES EXIST L❑ HVAC LEGEND INCLUDING BUT NOT LIMITED TO:TOWEL DINING RM BARS,TOILET PAPER HOLDERS,SHELVING ATTACHMENT,ROBE HOOKS,GRAB BARS, l ❑ NO WORK ❑ A/C REGISTER ON CEILING ETC. -- — CR 3.NO WORK TO COMMENCE UNTIL A EXIST COVERED Z] A/C REGISTER ON FLOOR BUILDING PERMIT IS ISSUES. EXIST FRONT I I DINING R PORCH 4.THESE PLANS COMPLY WITH THE i 107 INTERNATIONAL ENERGY CONSERVATION O NO WORK \ --a TM _ - DIGITAL WALL THERMOSTAT BY"LUX" NO WORK CODE. /0 SO EXIST BATHROOM 104 [a' NO WORK I I SO EXIST EXIST BEDROOM BEDROOM 106 105 NO WORK NO WORK —_ ENERGY CODE COMPLIANCE STATEMENT I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY Rip ARC KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS ND/OR SPECIFICATIONS ARE IN SECTION R105.2.2 OF THE 2020 NOYS ECCC COMPLIANCE WITH \�J�� �HO �T� 94 a ue NOTE 1: ELECTRICIAN TO WIRE ALL DEVICES AND EQUIPMENT TO CODE. ELECTRICIAN TO VERIFY �T 041714 ALL POWER REQUIREMENTS AT ALL EQUIPMENT qT�OF ol NOTE 2: PROP. GROUND - 2 SWITCHES FOR A LIGHT REQUIRES 2 3WAY SWITCHES FLOOR -3 OR MORE SWITCHES FOR A LIGHT REQUIRES 2 3 WAYS SWITCHES AND A FOUR WAY IN BETWEEN. CAN HAVE MANY FOUR WAY BETWEEN THE THREE WAYS. ELECTRICAL PROPOSED GROUND ELECTRICAL PLAN PLAN 1 COPYRIGHT SCALE: 1/4" 1'-O" ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE SCALE: ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT, PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM I I - I CONSTRUCTION LEGEND s ® � 1 ELEVATION NUMBER DRAWING NUMBER 1 A300 �� 1 DETAIL NUMBER '` A300 ' ®® DRAWING NUMBER CEILING HEIGHT-SEE PLAN NEW THIN STONE VENEER % AND BLUESTONE CAP. - — / \ — - - - - - 16fl A400 A400 I; �® _ 0 W LINE OF HURRICANE STRAPPING AS10 �— - 18 MIDTOWN RD 2025 DETAILED ON DRAWING A-003 AND I EXIST `, I EXIST ® A-004(TYPICAL ON ALL ELEVATIONS) 00 Z DAP!E PLhGE NY 1 i5t4 -� 1 � � DM@ARCHITECTSMAD.COM-' NEW ASPHALT SHINGLES I / MEW t U OVER 30LB FELT.COLOR AND fI "u _ j/ \ - 36.23'SECOND F.F. p STYLE TO MATCH EXISTING O — - - - 0 — — — — — — — — — — — _ !_�I 0 ®® cr NEW MAIBEC SIDING. L I J ( 11 U COLOR AND STYLE TO ' L-; _-- -. -__-_-- -_----_-_ �, d 00 PROJECT O MATCH EXISTING _ 4_ , OPEDAL LL - - NEW ANDERSON"400 _ WIND W DD SERIES" 0 S OD W � � I I� N - � i _ _ t C0 iN1 --_ANDD R i` RE DOORS RESID ENCE i k I km � EXIST i EXIST EXIST � � �' � EXI T�� S EXIS EXI p — � T ST , , I' -- -- -- EXIST - E DECORATIVE COMPOSITE pI O COLUMNS WITH CENTER r ~ 4X4 WOOD POST SEE 5 I �t STRAPPING DETAILS. 4Q — I'_ . 4 __ - ( I' i 36X r. / — — � — 'GROUND F.F. - - — - - itJ y i J 27.56 EIT a >.; 985 TRACK AVE E ..,.-�( ( s I g — — — — — CUTCHOGUE NY 11935 � . .—�— -- — • -- — --— — I— — --------- — — --- — — —— — ___EXIST 1 NEW THIN STONE VENEER DATE: 10/2025 AND BLUESTONE CAP. I PROJECT NO. 3525011 'GRADE PEVISIO"I DATE NEW 36"TALL HANDRAIL _I 24.31'AVG GRADE 1 SUBMIT FOR BUILDING PERMIT 10/2025 /GUARDRAILS NEW WOOD FRAME 4 EXIST WOOD FRAME 2 FRONT PORCH A400 FRONT PORCH 4 5 NEW ONE STORY WD FRAME ADDITION I EXISTING TWO STORY WOOD FRAME DWELLING 6 I 110TES: 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON THE CONSTRUCTION DOCUMENTS WITH PROPOSED WEST ELEVATION THOSE AT THE SITE.ANY DISCREPANCIES 1 MUST BE BROUGHT TO THE ATTENTION OF SCALE:1/4"-1'-0" THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING ATTACHMENT,ROBE HOOKS,GRAB BARS, ETC. 3.NO WORK TO COMMENCE UNTIL A BUILDING PERMIT IS ISSUES. 4.THESE PLANS COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION -- -- CODE. II NEW THIN STONE VENEER AND BLUESTONE CAP. J 13 12 p I e III_ Q 16" A400 EXIST A400 LINE OF HURRICANE STRAPPING AS = cr EXIST III DETAILED ON DRAWING A-003 AND - Lo LL NOTE 1: A 00 (TYPICAL ON ALL ELEVATION ) - O _. . 4 S - Z O ~ ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO NEW ASPHALT SHINGLES OVER CH 0 REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED , `_ � ,,-� ( ( � FELT.COLOR AND STYLE TO MATCH j € •� EXISTING V UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. t p I o Q 1 36.23 SECOND F.F. I _ � O -- == __=- _ = ' -_ - - - - HEADER SCHEDULE 0 z - -� - - _ --- - — -- - - - - - - - - - - OPENING HEADER c x - - - -- DECORATIVE COMPOSITE COLUMNS WITH o UP TO 4'-0" (2)2"X 8"WOOD CENTER 4X4 WOOD POST SEE STRAPPING - , , �� DETAILS. 00 4-0 TO 6-0 (2)2 X 10 WOOD ( I _ E. ._ �w2 L i 6'-0"TO 10'-0" (2)2"X 12"WOOD o - $ - w O _ �! W2 O i W2 I I NEW ANDERSON"400 SERIES" O 00 A4OO G j� WINDOWS AND DOORS ° - [t "ML"(MICROLAM)DESIGNATION EQUALS LANAINATED VENEER LUMBER. w � I _ _ � _ - - --jl _ ARE e Rc JI, _ r _r. J I , N ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A D Q Cfl Ij 1 5 PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. • NEW MAIBEC SIDING.COLOR AND STYLE PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. wl LOB`HQ_j it '{/4 PROVIDE ONE JACK STUDS IF HEADER 15 3'-9"OR SMALLER. �P I TO MATCH EXISTING C� Q i` In O NEW 36"TALL HANDRAIL • I it I�J�� ; -e. - -� SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS /GUARDRAILS T ` r ' I II , � (" ;, 27.56'GROUND F.F. r, ( M — — — I —� ti - - DRAW — — — — — — — — _��pT sY i , �. — — — — — — INGS SUBMITTED FOR : - - - - - - - - -- • NEW 36 TALL HANDRAIL J1 �O GUARDRAILS BUILDING PERMIT. NO � 4114 �O WORK TO COMMENCE UNTIL OF N I --- 24.86'GRADE_ PERMIT IS ISSUED — 4 24.22'AVG GRADE — NEW WOOD A400 NEW WOOD FRAME NEW THIN STONE VENEER FRAME REAR DECK NEW ONE STORY WD FRAME ADDITION FRONT PORCH AND BLUESTONE CAP. ENERGY CODE COMPLIANCE STATEMENT PROPOSED I THE HEREBY UNDERSIGNED NEW YORK,STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY ELEVATIONS EXISTING TWO STORY WOOD FRAME DWELLING KNOWLEDGE,BELIEF AND PROFESSIONAILJUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE INI COMPLIANCE WITH SECTION R105.2.2 OF THE 20201 NYS ECCC. COPYRIGHT I© ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROPOSED NORTH ELEVATION ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SCALE: 1/4"=1' 0" 2 DUPLICATED,DISTRIBUTED,DISCLOSE[),OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENIT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRItTTEN CONSENT. OWNERSHIP AND USE OF IDOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS IINSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY,OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THINE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAV/N BY: DM I CONSTRUCTION LEGEND ELEVATION NUMBER coo �� A300 DRAWING NUMBER CID DETAIL NUMBER A* �� A300 DRAWING NUMBER j NEW THIN STONE VENEER AND BLUESTONE CAP. CEILING HEIGHT-SEE PLAN /EXIST�� I lir / �/EXIST, 13 a ---- 16" A400 LINE OF HURRICANE STRAPPING AS 18 MIDTDWN RD (c,2025 L- - 4 DETAILED ON DRAWING A-003 AND O 00 ',i'" CARLE PLACE NY 11514 Z ti O I I I A-004(TYPICAL ON ALL ELEVATIONS) (s'it)-3Z2-ao2t =` ------ - - -- _. _ _ __ _ ---- ----__------ DL°n"•RCHITECTSMAD.CDI1 j 1 d NEW ASPHALT SHINGLES U j I OVER 30LB FELT.COLOR AND - STYLE TO MATCH EXISTING j i o o 36.23'SECOND F.F. - OLLJa --- -" (3 — - --- — - - -- -- - U. 0 - 7 ® r - - & --- �' 11 ---- ao a - \ 1� o v PRODCT A400" o ; I OPEDAL `i — 8 —"- — -- NEW MAIBEC SIDING. O 0 0 a ' —�S-T N '! COLOR AND STYLE TO 0 0 MATCH EXISTINGING W RESIDE NCE C9 _ (0 0 - '• - - ------ ---- -- } _ NEW ANDERSON" 0 4 0 WINDOWS i w � SERIES" ¢ '! AND DOORS 1 27.56'GROUND F.F. EXI 985 TRACK AVE I M I I I II H I CUTC OGUE NY 1( 1935 DATE: 10/2025 NEW 36"TALL HANDRAIL PRRIECT NO. 3525011 /GUARDRAILS 24.22'AVG GRADE _ _® - - REVISION DATE 1 SUBMIT FOR BUILDING PERMIT 10/2025 23.65'GRADE 5 2 EXIST WOOD FRAME REAR PORCH DECK NEW WOOD 3 A400 � FRAME REAR DECK 4 5 EXISTING TWO STORY WOOD FRAME DWELLING NEW ONE STORY WD FRAME ADDITION G NOTES: 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON THE CONSTRUCTION DOCUMENTS WITH THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING ATTACHMENT,ROBE HOOKS,GRAB BARS, ETC. 3.NO WORK TO COMMENCE UNTIL A BUILDING PERMIT IS ISSUES. / - 4.THESE PLANS COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CODE. - - - - - - if - / Y I: r _I _ U) LL xlsr �EXI T co O NOTE 1: f •.i;- \\ - CC ~ Z ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. / O36. 3'S COND F.F. L� _ W HEADER SCHEDULE i • _ --- -- ,-I'_ 1_ ... _ — OPENING HEADER - — — — — - - - - - - - - - PTO 0 W - - ;_i - - 2"X 0" iI 4' �� - 8 WOOD ' F 4'0"TO 6'0" (2) 1 WOOD 006'-0"TO 10'-0" (2)2"X 12"WOOD O "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. - -� 00 d ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A �� N PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. D A tXIST O PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. -EXIST' PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER. LHO 41 yJ' SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS �,� C. J f 27.56'GROUND F.F. - DRAWINGS SUBMITTED FOR —Ge II "P t 6 I I - BUILDING PERMIT. NO i� 041714 d WORK TO COMMENCE UNTIL qr£OF 24.86'GRADE PERMIT IS ISSUED ••� -- $24.22'AVG GRADE .31 24 'AVG GRADE I ` 23.65 G E EXIST WOOD ENERGY CODE COMPLIANCE STATEMENT FRAME REAR PORCH II I THE HEREBY UNDERSIGNED NEWYORKSTATE REGISTERED PROPOSED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY ELEVATIONS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH EXIST WOOD SECTION R105.2.2 OF THE 2020 NYS ECCC. EXIST FRAME REAR PORCH COPYRIGHT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROPOSED SOUTH ELEVATION ARCHITECT,AND THE SAME OR ANY CLOSED,O THEREOF USEDIN ANY DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY SCALE: L MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. SCALE:1/4"-f-0• EXIST CELLAR EGRESS STAIR PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. EXISTING TWO STORY WOOD FRAME DWELLING OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAVIN BY: DM I CONSTRUCTION LEGEND 1 ELEVATION NUMBER A300 � DRAWING NUMBER c a 1• DETAIL NUMBER DRAWING NUMBER • CEILING HEIGHT-SEE PLAN 9-0 18 r110T0NN RO CARTE PLACF NY 11514 (831)-332-3021 0 M@ A R C H I T LCTS S9 A 0.C 011 PROJECT OPEDAL -- RESIDENCE 985 TRACK AVE % \ CUTCHOGUE NY 11935 DATE: 10/2025 i \ PROJECT NO. 3525011 _ REVISION DATE 1 SUBMIT FOR BUILDING PERMIT 10/2025 - 2 / 3 13 �_ \� 11 12 ` 3 5 /\ A400 \ A400 A400 6 \\ I 11 \ �_ \ \ A400\/ NEW 2X14 ML \\ NEW 2X10 RR @ 16"D.C. N 3TES: RIDGE BEAM - • ' . I W/NEW 5/8"PLYWOOD 12° - SHEATHING AND R-38 1.THE CONTRACTOR SHALL VERIFY ALL 3"� - 1NEW SPRAY FOAM INSULATION IN EXISTING AND PROPOSED CONDITIONS ON CAVITY. THE CONSTRUCTION DOCUMENTS WITH THOSE AT THE SITE.ANY DISCREPANCIES - - • NEW 2x6 wood STUDS @ 16' MUST BE BROUGHT TO THE ATTENTION OF ---- ---- _ O.C.W/R-21 INSULATION& NEW 2X10 RR @ 16"O.C.W/NEW 5/8" = NEW 5/8"GYP BD AND NEW PLYWOOD SHEATHING AND R-3s BArrs ?( THE ARCHITECT PRIOR TO COMMENCING NEW 2x6 WOOD STUDS @ 16„— I 1/2"SHEATHING TYPICAL BE RESPONSIBLEFOR CDISCREPANC ESALL O.C.W/R-21INSULATION& — — INSULATION IN CAVITY. - L— — — — `"_ NEW 5/8"GYP BD AND NEW O NEW NEW I NEW(2)2X8 ML BEAM NOT REPORTED TO 1/2"SHEATHING TYPICAL NEW(2)2X12 ML HEADER LIVING RM MUDROOM THE ARCHITECT 0 WORK HAS COMMENCED,EXCEPT FOR ABOVE DOORS b`A DECORATIVE COMPOSITE HIDDEN CONDITIONS WHERE APPLICABLE. 101 10O • COLUMNS WITH CENTER NEW 36"TALL HANDRAIL NEW 2X4 WOOD STUDS @ j- GUARDRAILS I 4X4 WOOD POST SEE 2.PROVIDE WOOD BLOCKING IN WALL 16"O.C.INTERIOR WALL - STRAPPING DETAILS. FRAMING FOR ALL ACCESSORIES / — - - --� - INCLUDING BUT NOT LIMITED TO:TOWEL NEW 2X8 F1 @ 16"O.C.W/ NEW FAST2XIO NEDACQ FJ 2X NEW SUB-FLOORING ABOVE 1 NEW 36"TALL HANDRAIL BARS,TOILET PAPER HOLDERS,SHELVING AC FASTENED To 2X10 /GUARDRAILS ATTACHMENT,ROBE HOOKS,GRAB BARS, ACQ LEDGER W/WOOD AND R-30 INSULATION IN I I DECKING ABOVE. CAVITY ETC.�'� - STONE STAIRS RISERS 8 1/4"MAX AND 10"MIN - - - 3.NO WORK TO COMMENCE UNTIL A -F* - • \ TREAD TO STONE PATIO BUILDING PERMIT IS ISSUES. � 1 _ 4.THESE PLANS COMPLY WITH THE 2020 EXISTING AND NEW 4"3,500 PSI EXIST POURED CONCRETE • INTERNATIONAL ENERGY CONSERVATION CONCRETE SLAB ON GRADE OVER FOUNDATION OVER EXISTING CODE. 4 Z NEW 8"THICK POURED 6MIL VAPOR BARRIER CONCRETE FOOTING TYPICAL FOUNDATION WALL OVER 8" NEW(2>2x10 AcQ 4 5 Z DROPPED BEAM A400 — •\ — EXIST POURED CONCRETE — A4OO CO THICK X 16"WIDE POURED FOUNDATION OVER EXISTING A4OO M —CONCRETE 00 INSTALL NEW 14"CONCRETE PIERS 48" CONCRETE FOOTING TYPICAL 5/8' ANCHOR BOLTS @ 36"O.C.• -- 7 DEEP W/#5 REBAR AS REQUIRED.SEE ED _ DETAIL FOR MORE INFORMATION. A400Li NOTE 1: ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. PROPOSED SECTION 1 - A 1 SCALE:1/4"-T-0" HEADER SCHEDULE OPENING HEADER UP TO 4'-0" (2)2"X 8"WOOD 4'-0"TO 6'-0" (2)2"X 10"WOOD 6'-0"TO 10'-0" (2)2"X 12"WOOD "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. ARC PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. �i I` PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER. SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS �� L0�-�H0 �1q� T<6 W � Q s DRAWINGS SUBMITTED FOR BUILDING PERMIT. NO WORK TO COMMENCE UNTIL S'�. 041714 PERMIT IS ISSUED 0F N ENERGY CODE COMPLIANCE STATEMENT PROPOSED I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED SECTIONS DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH SECTION R105.2.2 OF THE 2020 NYS ECCC. COPYRIGHT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SCALE: 1/4"=1'-0" DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DIIAWN BY: DM I %N11 N ®W A N ® [?O® F2 !,_--':C H E E> U L E 2'4 7/8" 2'-8'1 ( ANDERSON "400 SERIES" WINDOWS AND DOORS MANUFACTURE) t UNIT UNIT UNIT SIZE SQ. FT. MAX. OPEP�ING SQ. FT. SQ. FT. NUMBER DESCR. R.O. CL.OPN = GLASS VENT ( � / / WIDTH HI_IGHT W1 CW1.45 2'-4 7/8" X 4'-5 3/8 " 6.7 20" 47 15/16" 7.5 7.3 60 W2 CX135 2'-8" X 3'-5 3/8" 1 5.4 12511/16"3515/16" 6.3 8.9 / 00 U? Lo , „ 1 2 F' 111/G 12068-4 11-9 3 4 X 6 8 11.43 2113 16 7.. 5 16 37.04 11.43 D1 I / / / 31/2" 41/2" -- LOW DENSITY SPRAY I / FOAM APPLIED AFTER - WINDOW INSTALLATION WINDOW NOTES: STRETCH-N-SEAL • STRETCH-N-SEAL s / WINDOW PAN FLASHING /� ';' WINDOW PAN FLASHING WOOD STUD -/'//� WINDOW -- --- -. ALL WINDOWS MEET PART R303 OF THE 2020 RESIDENTIAL CODE OF / --STRETCH-N-SEAL - NEW YORK STATE BUILDING FOR LIGHT AND VENTILATION O EMERGENCY EGRESS OPENING00 / I I WINDOW PAN FLASHING � ALL EGRESS WINDOW HAVE A MIN CLEAR OPENING OF 5.7 SQ FEET. TEMPERED GLASS %/ DRYWALL — 00 c� M MIN OPENING HEIGHT OF 24 INCHES.AND MIN OPENING WIDTH OF 20 WINDOW CONTROL DEVICES REQUIRED FOR N INCHES AND MEET PART R310 OF THE CODE © WN OPERABLE WINDOWS WITH SILL HEIGHT PLYWOOD SHEATHING cV CAIiLC PLACE 6'18MIOT ACE NY G2025 11514 LOCATED LESS THAN 24 INCHES ABOVE FINISHED FINISHED FLOOR ( ALL WINDOWS AND DOORS TO BE SELECTED BY OWNER.G.C.TO s,l)-R'COI C rsMAnco FLOOR AND GREATER THAN 72 INCHES ABOVE 21 o 1 r,NCHIrErl VERIFY ALL ROUGH OPENING WITH DISTRIBUTOR.G.C.TO PROVIDE FINISHED GRADE. CONTROL DEVICES TO BE WINDOW SECTION A-A CW145 CX135 SHOP DRAWINGS FOR ARCH APPROVAL PRIOR TO ORDERING COMPLIANT WITH ASTM F 2090 WHICH WIL NOT CASEMENT CASEMENT ALL WINDOWS IN BATHTUBS,SHOWERS,STAIRWELLS, DOORS AND REDUCE THE NET CLEAR OPENING AREA TO LESS WITH IN 18"OF FINISHED FLOOR TO BE TEMPERED AS PER CODE THAN REQUIRED FOR EMERGENCY. W1 W2 SECTION R308 ALL WINDOWS AND DOORS OTHER THAN IMPACT GLAZED WINDOWS 11'-9 3/4" AND DOORS TO BE PROTECTED BY 1/2" PLYWOOD PANELS.SEE TOP-SEAL TAPE OVER-FLANGE ANDDODRAWING A1B FOR SPEC OVER-FLANGE TAPE OVER-FLANGE TAPE PROTECT I I,' OPEDAL ALL WINDOWS AND DOORS TO BE ORDERED WITH SDL GRILLS(IF (!p / RESIDENCE APPLICABLE) 3 4 \I LOW DENSITY SPRAY STRETCH-N-SEAL ! FOAM APPLIED AFTER WINDOW PAN — WINDOW INSTALLATION /— FLASHING BEYOND I. I B � 985 TRACK AVE it CUTCHOGUE NY 11935 3525011 \/ STRETCH-N-SEAL A�/ STRETCH-N-SEAL ( — ------ — -- ®ATE: 10/2025 / L�... III WINDOW PAN FLASHING WINDOW PAN FLASHING PROJECT oo 1 B \ REVISION DATE A 1 SUBMIT FOR BUILDING PERMIT 10/2025 2 3 4 TOP-SEALTAPE WINDOW 5 OVER-FLANGE TAPE _- -- - FINISHED FLOOR _ 1 WINDOW DETAILS _ WINDOW SECTION B-B NOTES:SCALE:1/2"-1'-0" scALE 1/z"-r-0" 1.THE CONTRACTOR SHALL VERIFY ALL FWG12068-4 EXISTING AND PROPOSED CONDITIONS ON FRENCHWOOD GLIDING PATIO DOOR THE CONSTRUCTION DOCUMENTS WITH THOSE AT THE SITE.ANY DISCREPANCIES D 1 MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. NOTE: DOOR PAN TO BE LEAD-COATED COPPER. PROVIDE 2.PROVIDE WOOD BLOCKING IN WALL AND INSTALL FOR ALL EXTERIOR DOOR OPENINGS. FRAMING FOR ALL ACCESSORIES POSTS TO BE WHITE OAK ON INTERIOR AND AZEK INCLUDING BUT NOT LIMITED TO:TOWEL W/A 4X4 ACQ CENTER POST ON EXTERIOR INTERIOR SIDES BARS,TOILET PAPER HOLDERS,SHELVING SOLID BLOCKING MID 11/2"ROUND WOOD RAIL AT INTERIOR OR ATTACHMENT,ROBE HOOKS,GRAB BARS, SPAN TYPICAL AZEK/VINYL AT EXTERIOR \ ETC. NEW LIVING RM I 2X6 EXT.STUDS @ 16"D.C.5/8"TYPE GYP BOARD NO ANCHOR BOLTS 3.NO WORK TO COMMENCE UNTIL A~ "' R-21 INSULATION COPPER FLASHING \ \AT LOCATION OF BUILDING PERMIT IS ISSUES. 5/8"ANCHOR BOLTS 12"OFF 1/2"ZIP SHEATHING DOORS EXTERIOR SIDE CORNERS&SPACED AT 36"O.C. TAPE ALL SEAMS WITH NEW 4"CONCRETE SLAB ON\, 4.THESE PLANS COMPLY WITH THE 2020 GRADE W 10X10 W.M. _ ZIP TAPE 10^ AND BLU STONE FINISH INTERNATIONAL ENERGY CONSERVATION ' SIDING TO BE INSTALLED AS PER t CODE. NEW 2X8FJ +. : ';t � I MANUFACTURE SPECIFICATIONS 10 TYPICAL DOOR PAN R-30 BATTS INSULATION- 4 SLAB ELEV MIN ELEVATION+8", THIN SHELF CONCRETE (1 ilp 6X6 ACQ WOOD POST scALE:NTs TERMITE SHEILD AND"SILL STONE/ • STRAPPED II SEAL"INSULATION BRICK — j ;INTERN 6 MIL VAPOR II • " i8"MIN. SPHERE NOT TOfJA S YHFZOUGI�FOR 4" II STONE VENEER W/ PRE-ENGINEERED WOOD CONSTRUCTION SIGN LOCATION: BARRIER II BLUES TONE CAP z8 12 MANUFACTURED POST . II GRADE 5/8"ANCHOR BOLTS 12" _ _ _ 4" CONCRETE SLAB II \ OFF CORNERS&SPACED \ ° �h 1/12 PITCH MIN AT 1 r CONNECTOR W/ANCHOR BOLT IDENTIFICATION SIGN W/6X6-W1.4XW1.4 II (2)2X6 A.C.Q.TOP AT 36"O.C. _ =_�' PERIMETER OF POST SIGNS TO BE LOCATED WF ON GRADE li PLATES o ON ELECTRICAL METER W II g z UNEXCAVATED EXIST CONCRETE \ II` D DIAMETER MOUNTED ON EXTERIOR 0 FOUNDATION WALL J \ OF DWELLING OR ON •---COMPACTED FILL #4 REBAR ,� \ \ ! - COMPACTED 13 \ • EXTERIOR WALL #4 VERTICAL REBAR 0 \\ \ COLOR TO BE 3 0 FILL II ADJACENT TO METER. IN FOUNDATION w f w LL NEW 8"THICK POURED m \\ o IP REFLECTIVE WHITE II Y WALLS M w= METER WALL FOUNDATION ti \ #4 REBAR VERTICAL&4)#3 f SIGN NOT TO OBSTRUCT II � \ � � 14"OR 8"POURED 3 CONCRETE PIER Co \ HORIZONTAL CAGE p d a •/ COLOR TO BE NEW CONTINUOUS \\ z J7 REFLECTIVE RE ^ (3)#4 REBAR CONT.2" CONCRETE FOOTING EXIST CONCRETE 36"MIN. \\ , PANTON(PMSD#187 �O O O FROM BOTTOM ;, FOOTING — — TOP OF FLOOR OR TRADITIONAL AZEK 0 0" " ' _ __ __ —_ __ — COMPACTED- (3)#4 REBAR CONT.2" FILL I I SIGNS CAN BE o o o PLATEFORM 16"GONG.FOOTING 1s^ FROM BOTTOM p q COMPACTED WD POST IN CENTER L POST 4X4 ACQ I PURCHASED ON +� 18"MIN. it I1 FILL WHITE OAK(INTERIOR)OR / -1WWW.TRUSSID.ORG BOTTOM RAIL ANCHOR ANCHOR INTO- 1/z^ 1^ STRUCTURE ' TYPICAL FOUNDATION WALL DETAIL TYPICAL EXTERIOR STAIR DETAIL SEE NUMBER IRISERS STEPPED FOOTING DETAILS PIER DETAIL (TYPICAL) GUARDRAIL DETAIL PRE-ENGINEERED WOOD CONST ID SIGN 4 5 NUMBER AT RISERS `6 7 8 9 SCALE:1/2"-1'-0" SCALE:1/2"-1'-0" \ SCALE:NTS SCALE:1/2"-V-0" SCALE:N.T.S. SCALE:1/2"-V-0" 0 ARC INSTALL 36" E"G WATCH"SELF ID F RUBBERIZED NEW 2X10 ROOF ROOF MEMBRANE TO SHEATHING 4l RAFTERS @ 16"O.C. �t ALL VALLEYS,GABLE,AND SOFFIT � 08 SEE PLAN ENDS TO RECEIVE"GAF""WEATHER _I SLOPE VARY WATCH"SELF ADHESIVE RUBBERIZED SEE ELEVATIONS ROOF MEMBRANE DIRECTLY TO NEW 5/8„ PLYWOOD SHEATHING PRIOR TO PLYWOOD i INSTALLATION OF FELT PAPER AND SHEATHING PLUMBING WET WALLS TO FALL - � 04171 4 Q ROOF SHINGLES.TYPICAL BETWEEN NEW FLOOR JOISTS TO ' ELIMINATE OVER CUTTING OF NOTE:SOFFIT OVERHANGS VARY IN ALL VALLEYS,GABLE,AND SOFFIT ROOF SHINGLES OVER 30LB FELT I FLOOR JOISTS TO ACCOMMODATE qTF OF N INSTALL"ICE SHIELD" FASTEN PER MANUFACTURER 4 FASTENERS PER STRIP SHINGLE.C.MIN DEPTH.FASCIA BOARD TO BEAT SAME ENDS TO RECEIVE GAF''WEATHER 30LB FELT PLUMBING CONNECTIONS ELEVATION ACROSS THE OVERHANGS WATCH"SELF ADHESIVE RUBBERIZED AND ARCH 24" VARIES ROOF MEMBRANE DIRECTLY TO NEW INSTALL 26 GA CEDAR ROOF OWNER TO SELECT SHINGLES. PLYWOOD SHEATHING PRIOR TO ALUMINUM VALLEY —WOOD FLOOR JOISTS @ 16"O.C. RAFTERS @ 16"O.C. INSTALLATION OF FELT PAPER AND FLASHING 22"WIDE r 1' SEE PLAN ROOF SHINGLES.TYPICAL OVER MEMBRANE NEW 2X8 ROOF SHINGLES MIN NEW 5/8"ADVANTECH SHEATHING —DOUBLE WOOD FLOOR JOIST TYP WINDOW/DOOR NEW(2)2X6 TOP PLATES SLOPE VARY SEE ELEVATIONS 14 CALE:i/2"-T-0^TYP VALLEY DETAIL FRAMING DETAIL TYP SCHEDULE & CON. ROOF SHINGLES OVER 30LB FELT FASTEN PER BATTS INSULATION IN iv MANUFACTURER SPEC.MIN 4 FASTENERS PER S SCALE:1/2"-r-0" ROOF RAFTER CAVITY NEW 6"LCC GUTTERS W/3"ROUND "SIMPSON"STRONG TIE LSTA DETAILS \ 4 STRIP SHINGLE.OWNER TO SELECT SHINGLES. LEADERS AT ALL CORNERS STRAP @ 16"O.C. 2 X 6"WOOD FASCIA W/1X6"AZEC"OR NEW 5/8"ADVANTECH SHEATHING NEW ML RIDGE BEAM.SEE PLAN FOR CONT.RIDGE VENT "TYVEX"HOUSE WRAP OVER "SIMPSON"H2A CLIPS WOOD FASCIA SIZE AND FOR LOCATION 16"O.C.TYPICAL FLASHING WITH SIDING BETWEEN SEE PLAN FOR LOCATIONT 6 O C INSULATION AND ROOF OP OF INSTALL 26 GA ALUMINUM II NEW"AZEC"OR WOOD CROWN AND NEW(2)2X8 ML HEADER NEW 1/2"GYP BOARD— FASCIA BOARD SHEATHING FOR VENTILATION FLASHING AND COUNTER ALL PARTITIONS THAT ARE WHERE REQUIRED FLASHING AS REQUIRED 4 INSTALLED PARALLEL WITH FLOOR NEW SIDING.SEE MATERIAL LIST FOR LEGS MIN JOISTS TO RECEIVE(2)FLOOR 2 X 6 STUDS @ 16"O.C. NEW CONT.CENTER SQUARE BEAD 5/8"CDX WATERPROOF \ SCALE: 1/4"=1'-0" VARIES SIDING TO BE USED "AZEC"OR WOOD SOFFIT PLYWOOD SHEATHING / ^ ARCH ASPHALT ROOF SHINGLES 9 - JOISTS BELOW PARTITION TYPICAL 1/2"COX PLYWOOD TO MATCH EXISTING ROOF SHINGLES ARCH i SHEATHING NEW 6"LCC GUTTER W/3X4 NOTE: NEW VINYL OR WOOD I (�-LEADERS AT ALL CORNERS / / —30 LB FELT UNDERLAY / WOOD FLOOR JOISTS @ 16"O.C. TAPE ALL JOINTS SOFFIT OVERHANGS VARY IN SQUARE BEAD BOARD `J / WITH ZIP TAPE DEPTH.FASICA BOARD TO BE AT SOFFIT \ / 5/8"PLYWOOD DOUBLE WOOD FLOOR JOIST TYP BATTS INSULATION SAME ELEVATION ACROSS ALL 2 X 6"WOOD FASCIA W/1X6 / \ SHEATHING OVERHANGS VINYL OR WOOD CLAD FASCIA / 2 X 6 WOOD BLOCKING @ NEW WOOD COLUMN TO BE / MIDPOINT OF STUDS TYP - I I INSTALLED.OWNER TO SELECT TYP FLASHING DETAIL15 FRAMING DETAIL TYP COLUMN NON STRUCTURAL RIDGE DETAIL SCALE:1/2"-V-0" SCA 17 LE:1/2"-ll-0" - " 11 Em TYPICAL SOFFIT DETAIL @CATHEDRAL CEILING /12 COVERED PORCH DETAIL 13 SCALE:1/2"-1'-0" SCALE:1/2"-1-0" ` DRAWN BY: DM I r APR 1 5 2 0 12S ;J'l ;'Lq::la 1s14 OPEDAL RESIDENCE 985 TRACK AVE CUTCHOGUE NY 11935 10/2025 PP111 3 vft. 3525011 I SUBMIT FOR BUILDING PERMIT 101,2025 2 3 4 5 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON THE CONSTRUCTION DOCUMENTS WITH THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF ti' THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.THE CONTRACTOR SHALL 3. BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE 77 1 'IF WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. a. 'A Ae A 2.PROVIDE WOOD BLOCKING IN WALL dA 'w FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING ATTACHMENT,ROBE HOOKS,GRAB BARS, ETC. 3.NO WORK TO COMMENCE UNTIL A .10 BUILDING PERMIT IS ISSUES. 4.THESE PLANS COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CODE. e"-' vlo A 041714 OF PROJECT TITLE S'lfll: AS NOTED A Cy; om GENERAL NOTES ON CODE COMPLIANCE SITEWORK NOTES WOOD AND CARPENTRY 20, PROVIDE TEMPORARY WEATHER PROTECTION,DURING INTERVAL BETWEEN DEMOLITION AND 6. JOINT TREATMENT SHALL'BE TOOLED MORTAR JOINTS ALL CONSTRUCTION SHALL CONFORM TO 1. SITE PLAN INFORMATION,INCLUDING ANY TOPOGRAPHIC ELEVATIONS,WAS TAKEN FROM REMOVAL OF EXISTING CONSTRUCTION,ON EXTERIOR SURFACES AND!NEW CONSTRUCTION 1. ALL TRAMING IS TO BE IN ACCORDANCE WITH * THE 2020 NEW YORK STATE BUILDIING CODES INCLUDING BUT NOT LIMITED TO SURVEY OF THE PROPERTY. SEE DRAWINGS FOR SURVEY DATE AND PR EPARER INFORMATION TO ENSURE THAT NO WATER LEAKAGE OR DAMAGE OCCURS TO STRUCTURE OR INTERIOR 6, STUCCO SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE RATIO Of I PART THE AMERICAN WOOD COUNCIUS WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TESIDENTIAL CODE AREAS. CEMENT,1 PART LIME PUTTY,AND 6 PARTS SAND.ALL STUCCO SHALL BE APPLIED To CLEAN, TWO-FAMILY DWELLINGS AND THE o BUILDING CODE 2, PROTECT FROM CONSTRUCTION DAMAGE ALL EXISTING TREES,VEGETATION,LANDSCAPING, MOIST CONCRETE AND MASONRY SURFACES. b. 2020 NEW YORK STATE RESIDENTIAL CODE o EXISTING BUILDING CODE AND SITE IMPROVEMENTS NOT SCHEDULED FOR CLEARING. 21. ERECT AND MAINTAIN DUST PROOF PARTITIONS AND TEMPORARY ENCLOSURES TO LIMIT IF THERE ARE ANY QUESTIONS,CONCERNS,OR ISSUES REGARDING THE INTENT,NOTES, FIRE CODE DUST AND DIRT MIGRATION AND TO SEPARATE AREAS FROM FUMES AND NOISE, FRAMING DIAGRAMS,OR DRAWINGS,CONTACT ARCHITECT FOR CLARIFICATION PRIOR o PLUMBING CODE 3, REMOVE EXISTING PLANT MATERIALS TO BE DISTURBED BY CONSTRUCTION AND EITHER TO CONSTRUCTION. a IIECHANICALGODE DISPOSE OF OR TRANSPLANT AT OWNERS DIRECTION. 22. PROVIDE AND MAINTAIN INTERIOR AND EXTERIOR SHORING,BRACING,OR STRUCTURAL o FUEL GAS CODE SUPPORT TO PRESERVE STABILITY AND PREVENT MOVEM ENT,SETTLVAENT,OR COLLAPSE Or 2. STRUCTURE IS DESIGNED FOR THE MINIMUM LIVE LOADS REQUIRED BY THE 2015 ENERGY CONSERVATION ICONSTRUCTION CODE 4. PROVIDE EROSION CONTROL DEVICES IF REQUIRED. BUILDING TO BE SELECTIVELY DEMOLISHED. INTERNATIONAL RESIDENTIAL CODE.ANY INCREASE IN LOADS DUE TO CHANCE IN FUNCTION, o PROPERTY MAINTENANCE CODE CONSTRUCTION MATERIALS,ETC.SHALL HAVE WRITTEN APPROVAL FROM THE ARCHITECT OR * THE NEW YORK STATE BUILDING STANDARDS&CODE:2021 UNIFORM CODE 5. STRIP AND STOCKPILE ALL TOPSOIL IN AFFECTED AREAS FOR REUSE. 21 REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. SUPPLEMENT SURFACES AND AREAS. * THE NEW YORK STATE BUILDING STANDARDS&CODE.2021 SUPPLEMENT TO THE NEW 6. FOOTINGS SHALL BEAR ON UNDISTURBED INORGANIC SAND,GRAVEL CLASS GW,GP,SOIL 1, THE BASIC STABILITY Or THE STRUCTURE IS DEPENDENT UPON THE DIAPHRAGM ACTION OF YORK STATE ENERGY CONSERVATION CODE WITH A MINIMUM BEARING CAPACITY OF 3000 POUNDS PER SQUARE FOOT MEETING THE 24. PROMPTLY PATCH AND REPAIR HOLES AND DAMAGED SURFACES CAUISED TO ADJACENT FLOORS,WALLS AND ROOF ACTING TOGETHER,PROVIDE ALL GUYS,BRACES,STRUTS,ETC. OTHER REFERENCE STANDARDS USED: REQUIREMENTS OF SEISMIC DESIGN CATEGORY 8 OR BETTER PER 2020 NYS RC.FOOTINGS CONSTRUCTION BY SELECTIVE DEMOLITION OPERATIONS. REQUIRED TO ACCOMMODATE ALL LIVE,DEAD AND WIND LOADS UNTIL FINAL CONNECTIONS A f Y I S 14 A WOOD flifiME CONSTRUCTION MAMUALYOR ONE-AND TWO-FAMILY DWELLINGS MAY ALSO DEAR ON ROCK OF APPROVED COMPACTED FILL PLACE IN 8"MINIMUM LIFTS. BETWEEN THESE ELEMENTS ARE MADE, ALL CODES SHALL SUPERSEDE THE DRAWINGS AND SHALL BE INCORPORATED INTO THE �5. RESTORE EXPOSED FINISHES Of PATCHED AREAS AND EXTEND FINISHI RESTORATION INTO CONSTRUCTION WHETHER THEY ARE INDICATED OR NOT. 7, DESIGN IS BASED ON SOIL BEARING CAPACITY OF 3000 PSF.IF NOT ACHIEVED DURING ADJOINING CONSTRUCTION TO REMAIN IN A MANNER THAT ELIMINATES EVIDENCE OF 4. CONSULT FRAMING DIAGRAMS AND/OR DRAWINGS FOR FRAMING DIRECTIONS,SPACING,AND EXCAVATION,NOTIFY ARCHITECT PRIOR TO'COMPLETING WORK.IN AREAS LIKELY TO HAVE PATCHING AND REFINISHING. SIZES.IN NO CASE SHALL FLOOR AND ROOF FRAMING MEMBERS EXCEED 24"ON CENTER GENERAL STRUCTURAL NOTES EXPANSIVE,COMPRESSIBLE,SHIFTING OR OTHER UNKNOWN SOIL CHARACTERISTICS,A SOILS SPACING. '2020 NYS RC SECTION R301 DESIGN CRITERIIA TEST 13Y AN APPROVED AGENCY SHALL BE PERFORMED TO DETERMINE THE SOILS CHARACTERISTICS. f OUNUATION 5. PER 2020 NYS RC SECTION P317, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA- THE STRUCTURE,STRUCTURAL CONNECTIONS AND FRAMING SYSTEMS HAVE BEEN DESIGNED TO 8. BACKrILtING OPERATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR.FOUNDATION t CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH Of 30100 POUNDS PER SQUARE a. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR RESIST LOADS AS SET FORTH IN TABLE R301.2(1): WALLS SHALL BE ADEQUATELY BRACED PRIOR TO BACKrILLING. INCH. FOUNDATION WALLS SHALL BE PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA Ul. TIF*7-CT tLWATIC AND 01COGRAPHIC DESIGN CRITERIA ---- ALL SILLS AND SLEEPERS ON SLAB TO BE PRESERVATIVE-TREATED IN ACCORDANCE WITH OPEDAL %!h-,tIVI'l -1" 1 DO NOT BACKFILL FOUNDATION UNTILROOR DIAPHRAGM HAS BEEN FULLY INSTALLED. 2, ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL'CONTACT ARCHFITECT IF OTHER AWPA Ul UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE rAp a, ST 1','411 tf�.# Or k.,N 14_1-��*4 r 1-11wolT CONDITIONS ARE PRESENT. BARRIER. k-V, 4T­i� T,L*1 ki.,j�;I_ RESIDENCE GEC f' 10. THE DRAWINGS INDICATE GENERAL PROVISIONS FOR DRAINING RAINWATER FROM THE SITE AND ROOF.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ROOF DRAINAGE AND FINAL 3. FOOTINGS ARE TO BE MINIMUM 36"BELOW GRADE U.O.N..SEE DRAWTINGS FOR FOOTING SIZF b. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS NOTE-REFER TO 2020 NYS RC FOR ADDITIONAL NOTES ON THIS TABLE. GRADING,INCLUDING PAVEMENT AND LAWN AREAS SO THAT WATER EITHER RUNS AWAY AND REINFORCING DETAILS,CONTRACTOR SHALL VERIFY DEPTH Of AILL EXISTING FOOTINGS HAVING CLEARANCES OF LESS THAN 1/2 INCH ON TOPS,SIDES,AND ENDS,SHALL BE FROM STRUCTURES NATURALLY OR IS PIPED TO DAYLIGHT OR STORM DRAINAGE. DISTURBED BY CONSTRUCTION. PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA Ul. DESIGN LOADS: 985 TRACK AVE R301.4 DEAD LOAD,"THE ACTUAL WEIGHTS Or MATERIALS AND CONSTRUCTION SHALL BE USED lla CONSULT WITH OWNER FOR ANY PROPOSED IRRIGATION SYSTEM,OR MODIFICATION Of 4. PROVIDE 518"ANCHOR BOLTS EMBEDDED A MINIMUM Of 7"IN POlJRqD CONCRETE OR A C. FASTENERS FOR PRESERVATIVE-TREATED WOOD ARE TO BE HOT-DIPPED,ZINC-COATED CUTCHOGUE NY 11935 FOR DETERMINING DEAD LOAD WITH CONSIDERATION FOR THE DEAD LOAD OF FIXED SERVICE. EXISTING SYSTEMS. MINIMUM OF 15"IN MASONRY BLOCK.SPACING FOR ONF-STORY STRIUCTURIS SHALL BE 72' GALVANIZED STEEL,STAINLESS STEEL,SILICON BRONZE,OR COPPER,IN ACCORDANCE T',lTl.'- 04/2026 EQUIPMENT. - ON CENTER(O.Cj.SPACING FOR TWO-STORY STRICTURES SHALL BE 36-D.C..PROVIDE WITH THE CONNECTOR MANUFACTURERS RECOMMENDATIONS,ORI/2"OR GREATER VP",J'CT P.O. 3525011 P301.5 LIVE LOAD.DESIGN IS TO ACCOMMODATE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 12. SEED OR SOD AREAS DISTURBED BY CONSTRUCTION.RESTORE LAWNS AS REQUIRED. ANCHOR BOLTS WITHIN 12"OF CORNERS AND BOARD ENDS.COORDIINATE WITH FRAMING. STEEL BOLTS, CALLED FOR IN TABLE 11301.5 2020 NYS RC.,ANY INCREASE IN LOADS DUE TO CHANGE IN FUNCTION,CONSTRUCTION MATERIALS,ETC. SHALL HAVE WRITTEN APPROVAL FROM THE 13. RE-GRADE DRIVE AND PARKING AREAS WITH 16'MIN.COMPACTED BED OF APPROVED BANK 5, KEY ALL FOUNDATION WALLS TO FOOTINGS. PROVIDE TERMIT I SHIELD AND CLOSED CELL FOAM SILLSEAL AT SILL PLATE.INSTALL I SUBMIT FOR BUILDING PERMIT 10/2025 'STRUCTURAL ENGINEER PRIOR TO PROCEIDIING WITH CONSTRUCTION. RUN GRAVEL ACCORDING TO MANUFACTURERS RECOMMENDATIONS.SILL PLATES SHALL HAVE FULL 2 AMMEND BUILDING PERMIT 04/2026 TABLE P301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(IN POUNDS PER SQUARE ron G. 00 NOT BACKFILL FOUNDATION UNTIL FLOOR DIAPHRAGM HAS BEEN I FULLY INSTALLED. BEARING ON THE FOUNDATION SYSTEM. 3 USE LIVE LOAD 14. CONSULTWITH OWNER FOR LANDSCAPING PLAN,PROPOSED PLANTING SELECTIONS,AND 4 UNINHABITABLE ATTICS WITHOUT STORAGE la PLANTING BED FINISHES. 7. PROTECT ANY DAMPPROGrING AND INSULATION DURING BACKFILL 01PERATIONS. 7. PROVIDE HOLD DOWNS AT BOTTOM CORNERS OF SHEAR WALLS AS INDICATED ON PLANS. UNINHABITABLE ATTICS WITH LIMITED STOWAGE 20 PROVIDE CONTINUOUS LOAD PATH FROM HOLDDOWN TO FOUNDATION, HABITABLE ATTICS AND ATTICS SERVED W11TH FIXED 30 15. COMPLETELY CONTROL AND REMOVE ALL DEMOLITION DEBRIS,SCRAPS&DUST. 8. PER 2020 NYS RC SECTION R405:DRAINS SHALL BE PROVIDED AROWND"CONCRETE OR STAIRS MASONRY FOUNDATIONS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACES 8. PROVIDE REQUIRED STRAPPING 70 RESIST UPLIFT AS INDICATED ON PLANS AND IN BALCONIES{EXTERIOR AND DECKS 40 DEMOLITION LOCATED BELOW GRADE"UNLESS",-THE FOUNDATION IS INSTALLED(ON WILL-DRAINED STRUCTURAL NOTES, 1.THE CONTRACTOR SHALL VERIFY ALL GROUND OR SAND-GRAVEL MIXTURE SOILS ACCORDING TO THE UNIMED SOIL EXISTING AND PROPOSED CONDITIONS ON FIRE ESCAPES 40 1, OWNER AND ARCHITECT ASSUME NO RESPONSIBILITY FOR ACTUAL CONDITION OF BUILDINGS CLASSIFICATION SYSTEM,GROUP 1 SOILS,AS DETAILED IN TABLE R40)5.1." 9. PROVIDE ALL RUSH FRANED JOISTS,READERS,RAFTERS,AND RIDGE BEAMS WITH THE CONSTRUCTION DOCUMENTS WITH GUARDS AND HAN DRAINS 200 TO BE SELECTIVELY DEMOLISHED, PREFABRICATED GALVANIZED METAL CONNECTORS AT EACH SIDE OF MEMBER, THOSE AT THE SITE.ANY DISCREPANCIES GUARD IN-FILL CO IMONENTS 50 9. 2020 NYS RC SECTION R406 FOUNDATION WATERPROOFING AND DAlliAPPROOFING: MUST BE BROUGHT TO THE ATTENTION OF PASSENGER VEHICLE GARAGES 50 2a REMOVE AND LEGALLY DISPOSE OF ITEMS EXCEPT THOSE INDICATED TO BE REINSTALLED, FOUNDATION WALLS SHALL BE DAMPPROOFED FROM THE TOP Of THEE FOOTING TO THE THE ARCHITECT PRIOR TO COMMENCING 10. PER R502.6(2020 NYS RC),"THE ENDS OF EACH JOIST,BEAM OR GIRDER SHALL HAVE NOT CONSTRUCTION.THE CONTRACTOR SHALL ROOMS OTHER THAN SLEEPING ROOMS 40 SALVAGED,OR TO REMAIN THE OWNER'S PROPERTY. FINISHED GRADE.MASONRY WALLS SHALL HAVE NOT LESS THAN 3187'PORTLAND CEMENT LESS THAN 1 V2 INCHES Of BEARING ON WOOD OR METAL AND NOT LESS THAN 3 INCHES ON BE RESPONSIBLE FOR DISCREPANCIES SLEEPING ROOMS 30 PARKING APPLIED TO THE EXTERIOR OF THE WALL THE PARKING SHAILL BE DAMPPROOTED IN MASONRY OR CONCRETE..THE BEARING ON MASONRY OR CONCRETE WALL BE DIRECT,OR A NOT REPORTED TO THE ARCHITECT ONCE 3. EXISTING TO REMAIN:PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE AND ACCORDANCE WITH ONE Or THE FOLLOWING: SILL PLATE OF 2-INCH-MINIIAUM NOMINAL THICKNESS SHALL BE PROVIDED UNDER THE WORK HAS COMMENCED,EXCEPT FOR STAIRS 40 SOILING DURING SELECTIVE DEMOLITION,WHEN PERMITTED BY THE ARCHITECT,ITEMS MAY 1. BITUMINOUS COATING JOIST,BEAM OR GIRDER.THE SILL PLATE SHALL PROVIDE A MINIMUM NOMINAL BEARING HIDDEN CONDITIONS WHERE APPLICABLE. NOTE:REFER TO 201'0 NYS RC FOR ADDITIONIAL NOTES ON THIS TABLE. BE REMOVED TO ASUITABLE,PROTECTED STORAGE LOCATION DURING SELECTIVE 2- THREE POUNDS PER SQUARE YARD Of ACRYLIC MODIFIED CEMENT AREA OF 48 SQUARE INCHES':"JOISTS FRAMING FROM OPPOSITE SIDES OVER A BEARING 2.PROVIDE WOOD BLOCKING IN WALL TABLE R3013 ALLOWABLE DEFLECTION Of SlTRUCTURAL MEMBERS DEMOLITION AND THEN CLEANED AND REINSTALLED IN THEIR ORIGINAL LOCATIONS, 3. ONE-EIGHTH-INCH COAT OF SURFACE-BONDING CEMENTCOIAPLYING WITH SUPPORT SHALL LAP NOT LESS THAN 3 INCHES AND SHALL BE NAILED TOGETHER WITH A FRAMING FOR ALL ACCESSORIES STRUCTURAL MEMBER ALLOWABLE DEFLECTION ASTM C 887, MINIMUM THPEE'10D FACE HAILS.." INCLUDING BUT NOT LIMITED TO:TOWEL RAFTERS HAVING SLOPES GREATER THAN 31:12 WITH L1180 4. REMOVE AIN11 SALVAGE:ITEMS INDICATED TO BE REMOVED AND SALVAGED REMAIN THE 10, ALL SILLS AND PLATES ON EXTERIOR FOUNDATION WALL ARE TO BE PIRESSURE PRESERVATIVE BARS,TOILET PAPER HOLDERS,SHELVING OWNERS PROPERTY.REMOVE,CLEAN,AND PACK OR GRATE ITEMS TO PROTECT AGAINST TREATED. 11., PER R5023.1(2020 NYS RC)PROVIDE BRIDGING FOR WOOD JOISTS EXCEEDING SIZE or ATTACHMENT,ROBE HOOKS,GRAB BARS, FINISHED CEILING NOT ATTACHED TO RAFTERS DAMAGE IDENTIFY CONTENTS OFCONTAINERS AND DELIVER TO OWNERS DESIGNATED NOMINAL 2 INCHES X 12 INCHES(ROOF AND FLOOR)AT INTERVALS NOT EXCEEDING 8'-0" ETC. INTERIOR WALLS AND PARTITIONS H/180 STORAGE AREA. 11, CRAWL SPACES,OR ANY UNDER-FLOOR SPACE BETWEEN THE BOTTOW OF THE FLOOR JOISTS BRIDGING SHALL BE CROSS BRACES OF NOMINALlX3 LUMBER OR SOLID 2X LUMBER, FLOORS L/3GO AND THE EARTH UNDER ANY BUILDING(EXCEPT SPACE OCCUPIED BY-A BASEMENT)SHALL BE BRIDGING SHALL BE SECURED IN ACCORDANCE WITH THE FASTENING SCHEDULE ON THE 3.NO WORK TO COMMENCE UNTIL A CEILINGS WITH BRITTLE FINISHES(INCLUDING PLASTER L/360 5. REMOVE AND REINSTALL,REMOVE ITEMS INDICATED;CLEAN,SERVICE,AND OTHERWISE VENTILATED AND PROVIDED WITH ACCESS IN ACCORDANCE WITH 2015 IRG R408.1 AND DRAWINGS,VERIFY TRUSS JOIST MANUFACTURERS SPECIFICATIONS FOR SPECIFIC BUILDING PERMIT IS ISSUES. AND STUCCO) PREPARE THEM FOR REUSE,STORE AND PROTECT AGAINST DAMAGE REINSTALL ITEMS IN M13051.4. REQUIREMENTS. 4.THESE PLANS COMPLY WITH THE 2020 CEILINGS WITH FLEXIBLE FINISHES tINCLUTDING GYPSUM L/240 LOCATIONS INDICATED.. INTERNATIONAL ENERGY CONSERVATION BOARD) 12. PROVIDE SOLID FLOOR DIAPHRAGM BRACING AT PANEL EDGES PERPENDICULAR To FLOOR CODE. ALL OTHER STRUCTURAL MEMBERS L/240 6. EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED,SALVAGED,REINSTALLED,OR CONCRETE FRAMING MEMBERS IN THE FIRST TWO BAYS OF FRAMING,SPACED A MAXIMUM Of 4'-D"CN EXTERIOR WALLS WIND LOADS WITH PLASTER OR H/3130 OTHERWISE INDICATED TO REMAIN THE OWNERS PROPERTY,DEN10LISHED MATERIALS SHALL CENTER. STUCCO FINISH BECOME THE CONTRACTOR'S PROPERTY AND SHALL BE REMOVED FROM THE SITE WITH 1. ALL CONCRETE SLABS,FOOTINGS,AND CAISSONS SHALL DEVELOP STf RENGTH Of 3000 EXTERIOR WALLS WIND LOADS WITH OTHER BRITTLE H/240 FURTHER DISPOSITION AT THE CONTRACTORS OPTION, POUNDS PER SQUARE INCH IN 28 DAYS 13. PROVIDE ALL STUD BEARING WALLS WITH 2 CONTINUOUS TOP PLATES AND I CONTINUOUS FINISHES BOTTOM PLATE.TOP PLATES SHALL OVERLAP AT CORNERS AND INTERSECTIONS WITH OTHER EXTERIOR WALLS WIND LOADS WITH FLEXIBLE FINISHES H/120 7. REMOVE EXISTING PLANT MATERIALS TO BE DISTURBED BY CONSTRUCTION AND EITHER 2, ALL CONCRETE FORMWORK SHALL BE TIED AND BRACED TO FORM TRIUE LINES,SQUARE LOAD BEARING WALLS. LINTELS SUPPORTING MASONRY VENEER WIALLS L/600 DISPOSE OF OR TRANSPLANT AT OWNER'S DIRECTION. CORNERS AND PLUMB WAI.I.S. 14, PROVIDE A MINIMUM OF(3)STUDS AT EXTERIOR WALL CORNERS, L=SPAN LENGTH.H=SPAN HEIGHT 8. DURING DEMOLITION NOTIFY ARCHITECT OF ANY CONDITIONS THAT DIFFER FROM THOSE 3. REINFORCING BARS SHALL CONFORM TO ASTM A625:MINIMUM YIELID STRESS 40 KSI NOTE:REFER TO 20210 NYS RC FOR ADDITIONIAL NOTES ON THIS TABLE. ASSUMED ON THESE DOCUMENTS, 15. CUTTING,DRILLING,AND NOTCHING OF STRUCTURAL FLOOR MEMBERS IS TO COMPLY WITH THE BASIC STABILITY OF THE STRUCTURE IS;DEPENDENT UPON THE DIAPHRAGM ACTION OF 4. WWF SHALL BE 6XG 1 011 0 CONFORMING TO ASTMI 185 LIMITATIONS Of 2020 NYS RC R502.8.FOR ENGINEERED WOOD PRODUCTS,FOLLOW FLOORS,WALLS ANI)ROOF ACTING TOGETHER.PROVIDE ALL GUYS,BRACES,STRUTS,ETC. O. PROVIDE PHOTOGRAPHS OR VIDEOTAPE,SUFFICIENTLY DETAILED,OF EXISTING CONDITIONS MANUFACTURER'S SPECIFICATIONS. OF ADJOINING CONSTRUCTION AND SITE IMPROVEMENTS THAT MIGHT BE MISCONSTRUED AS S. NO COLD JOINTS IN CONCRETE,ADEQUATELY VIBRATE TO PREVENT AIIR POCKETS AND REQUIRED TO ACCOMMODATE ALL LIVE,DEA[D.AND WIND LOADS UNTIL FINAL CONNECTIONS DAMAGE CAUSED BY SELECTIVE DEMOLITION OPERATIONS, HONEYCOMB EFFECT. 16. DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH 2020 NYS RC R602-6. BETWEEN THESE ELVAIENTS ARE MADE, NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE MIDDLE ONE THIRD OF GENERAL NOTES TO CONTRACTOR 10. DISPOSAL:PROMPTLY DISPOSE OF DEMOLISHED MATERIALS,00 NOT ALLOW!DEMOLISHED G. DO NOT POUR CONCRETE SUBJECT TO FREEZING CONDITIONS. THE STUD LENGTH.NOTCHES IN THE OUTER TTIIRDS OF THE STUD LENGTH SHALL NOT EXCEED MATERIALS TO ACCUMULATE ON-SITE. 25%CF THE STUD DEPTH.BORED HOLES SHALL NOT EXCEED 40 la OF THE STUD DEPTH AND T If THE ARCHITECT IS NOT EMPLOYED BW OWNER TO PROVIDE REGULAR CONSTRUCTION 7. CONCRETE IN CERTAIN LOCATIONS MUST BE AIR-ENTRAINED WITH AM AIR CONTENT Or 5% THE EDGE or THE HOLE SHALL NOT BE CLOSER THAN SW TO THE EDGE OF THE STUD. PHASE SERViC E,INTERPRETATION OF THE CONTRACT DOCUMENTS SHALL BE BY THE OWNER, 11- DO NOT BURN DEMOLISHED MATERIALS. AND MEET MINIMUM COMPRESSIVE STRENGTHS AS SPECIFIED IN TABLE R4022 MINIMUM NOTCHES AND HOLES SHALL NOT OCCUR IN THE SA1,,1E CROSS SECTION. SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE IN THE ABSENCE Of THE ARCHITECT,ALL QUESTIONS SHALL BE DIRECTED TO THE OWNER. 12. TRANSPORT DEMOLISHED MATERIALS OFF OWNERS PROPERTY AND LEGALLY DISPOSE OF TYPE OR LOCATION OF CONCRETE MINIMUM SPECIFIED I CR!,PRESSIVE 17. CUTTING,DRILLING,AND NOTCHING OF STRUCTURAL ROOF MEMBERS SHALL COMPLY WITH 2. PRIOR TO SUBIVITTING A PRICE PROPOSAL FOR THIS WORK,CONTRACTOR SHALLYXAMINE THEM. CONSTRUCTION STRINGTHA IN SIVERIE WEATHERING ZONE THE LIMITATIONS OF 2020 NYS RC R802.7. THE CONTRACT'DOCUMENTS AND BECOIME ACQUAINTED WITH ALL GOVERNING CODES, BASEMENT WALLS,FOUNDATIONS AND OTHER 2,500 ORDINANCES AND CONDITIONS OF THE WORK.NO EXTRAS OF CHANGE ORDERS WILL BE 11 SWEEP THE BUILDING BROOM CLEAN ON COMPLETION Or SELECTIVE DEMOLITION OPERATION. CONCRETE NOT EXPOSED TO THE WEATHER 18. HEADERS SHALL BE IN ACCORDANCE WITH 2020 NYS RC 6023. ALLOWED DUE TO FAILURE TO UNDERSTAND THE CONDITIONS INVOLVED. BASEMENT SLABS AND INTERIOR SLABS ON 2,50014. IDENTIFY AND ACCURATELY LOCATE CAPPED UTILITIES AND OTHER SUBSURFACE GRADE,EXCEPT GARAGE FLOOR SLABS 19. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS, f?c, STRUCTURAL ELECTRICAL,OR MECHANICAL CONDITIONS. BASEMENT WALLS,FOUNDATION WALLS. 1 HO 3. PRIOR TO THE START OF CONSTRUCTION,CONTRACTOR SHALL VERIFY ALL EXISTING X0 UTILITIES,EXISTING CONDITIONS,AND EXISTING DIMENSIONS.CONTRACTOR SHALL NOTIFY EXTERIOR WALLS AND OTHER VERTICAL 20. ALL STUDS,JOIST,AND RAFTERS SHALL HAVE FULL BEARING AT PLATES.BEARING SHALL NOT ARCHITECT OF ANY CONDITIONS DIFFERING FROM THOSE INDICATED ON DRAWINGS. 15. REGULATORY REQUIREMENTS:COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS CONCRETE WORK EXPOSED TO THE WEATHER BE LESS MAN 3 1/2". BEFORE STARTING SELECTIVE DEMOLITION.COMPLY WITH HAULING AND DISPOSAL PORCHES,CARPORT SLABS AND STEPS 3.500 REGULATIONS OF AUTHORITIES HAVING JURISDICTION. 21. PROVIDE SOLID ROOF DIAPHRAGM BRACING AT PANEL EDGES PERPENDICULAR TO FLOOR 4. CONTRACTOR'SHALL REPORT ANY DISCREPANCIES IN PLANS AND DETAILS TO THE OWNER OR EXPOSED TO THE WEATHER,AND GARAGE FRAMING MEMBERS IN THE FIRST TWO BAYS OF FRAMING,SPACED A MAXIMUM Of 4'-011 D.C, 041714 ARCHITECT AT ONCE,DEMOLITION OR EXCAVATION MAY REVEAL CONDITIONS OTHER THAN 16, DRAIN,PURGE,OR OTHERWISE REMOVE,COLLECT,AND DISPOSE OF CHEMICALS,GASSES, FLOOR SLABS OF THOSE ASSUMED ON THE CONSTRUCTION DOCUMENTS.IT IS THE RESPONSIBILITY Or THE EXPLOSIVES,ACIDS,FLAMMABLES,OR OTHER DANGEROUS MATERIALS BEFORE PROCEEDING STRENGTH AT 28 DAYS PSI 22. FOR RENOVATIONS,EXPOSE EXISTING FRAMING(IF ANY)AND NOTIFY ARCHITECT PRIOR TO CONTRACTOR"TO NOTIFY THE ARCHITECT OR OWNER IMMEDIATELY IF THIS OCCURS.NO WITH SELECTIVE DEMOLITION OPERATIONS.PERFORM NECESSARY ASBESTOS REMOVAL PER INSTALLATION OF NEW FRAMING TO CLARITY AND CONFIRM DESIGN INTENT AND CALL OUT ---_------- CHANGES OR SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY III[ARCHITECT, CODE MASONRY ANY EXISTING STRUCTURAL STRESS OR MOISTURE DAMAGE. GENERAL 5. DO NOT SCALE DRAWINGS.WRITTEN OJIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. 17. PERFORM SURVEYS AS THE WORK PROGRESSES TO DETECT HAZARDS RESULTING FROM 1� BRACE ALL WALLS UNTIL SECURELY TIED TO THE STRUCTURE. 23, ALL FRAMING LUMBER TO BE HIM FIR 02 OR BETTER,UNLESS NOTED OTHERWISE,NEW G. CONTRACTOR SHALL VERIFY LOCATION or UTILITIES AND EXISTING CONDITIONS,NOTIFY SELECTIVE DEMOLITION ACTIVITIES. 2. MASONRY UNITS SHALL BE STANDARD HOLLOW CORE UNITS STUDS AND PLATES TO BE SPF STUD GRADE OR BETTER.JOISTS AND RAFTERS SHALL BE NOTES ARCHITECT OF EXISTING CONDITIONS DIFFERING FROM 1110SE INDICATED ON DRAWINGS. STRESS GRADED 18, MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM 3. HORIZONTAL REINFORCING SHALL BE STANDARD DUR-O-WALL VERTICAL REINFORCING 7, ALL INSTALLATIONS BY CONTRACTOR,UNLESS OTHERWISE NOTED(U.O.N,).CONTRACTOR AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. SHALL BE ASTIR SPEC A-615 24. PROVIDE PRESSURE TREATED FRAMING LUMBER(ACQ)WHEN IN CONTACT WITH CONCRETE SHALL COORDINATE THE WORK OF ALL GRADES. 19, UTILITY REQUIREMENTS:LOCATE,IDENTIFY,SHUT OFF,DISCONNECT,AND SEAL OR CAP OFF 4. GROUT SHALL BE or FLUID CONSISTENCY AND L41XED IN THE RATIO MY VOLUME Or ONE PART WALLS,SLABS,OR MASONRY. INDICATED UTILITY SERVICES SERVING BUILDING TO BE SELECTIVELY DEMOLISHED AS 25. ALL FASTENERS,STRAPS,AND HANGERS USED IN FRAMING SHALL BE HOT DIPPED S. NO CHANGES UP SUBSTITUTIONS MAY 13E MADE UNLESS APPROVED BY THE ARCHITECT. REQUIRIO� CEMENT,THREE PARTS SAND AND 2 PARTS PEA GRAVEL GALVANIZED.VERIFY THAT GALVANIZATION AND COATINGS FOR FASTENERS,STRAPS,AND SCALE: AS NOTED COPYRIGHT OWNERSHIP AND USE OF DOCUMENTS: 01 0- ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE NO WORK TO COMMENCE f THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO E)RAWINGS SUBMITTED FOR DESIGN PROFESSIONAL.STATE THAT TO THE BEST OF My DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR UNTILL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY BUILDING PERMIT PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECTS AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN RECEIVED SECTION R105.2.2 OF THE 2020 NYS ECCC. WORK,WITHOUT ARCHITECTS WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. C'�*Wll BY: um p HANGERS ARE SUITABLE FOR USE WITH SURROUNDING MATERIALS.USE COMPATIBLE METALS SYSTEMS GENERAL SPRINKLER SYSTEM.R313.2.1 DESIGN AND INSTALLATION.AUTOMATIC RESIDENTIAL FIRE UNLESS"A WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM IS INSTALLED IN ACCORDANCE WHEN APPLICABLE. SPRINKLER SYSTEMS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH SECTION WITH SECTION M1507:' APPLIANCES,EQUIPMENT,AND BUILT-INS T ALL CONSTRUCTION SHALL CONFDR14 TO THE 2020 NYS RC INTERNATIONAL CODES P2904 OR NFPA 130," 26. PER 2020 NYS RC R602.32,END JOINTS IN DOUBLE TOP PLATES SHALL BE OFFSET 40T LESS (INCLUDING THE 2015 INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION CODE(IECC)) 4. THE FRESH AIR VENTILATION SYSTEM MUST INCLUDE A DAMPER AND FILTERS AS REQUIRED. I CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS TO INSTALL EQUIPMENT SHOWN, THAN 24 INCHES. AND ANY MORE STRINGENT ENERGY EFFICIENCY PROGRAMS OR REQUIREMENTS OF THE MOISTURE PROTECTION FILTERS MUST BE ACCESSIBLE FROM THE CONDITIONED SPACE NOTED AND SPECIFIED IN THESE DOCUMENTS, A AUTHORITY HAVING JURISDICTION, . ..... 27. PER 2020 NYS RC R6021a�JOISTS,TRUSSES,OR RAFTERS SPACED MORE THAN 16 INCHES 1. ALL FLASHING TO BE 24 GAUGE.METAL GALVANIZED ORMINTEDI ACCORDING TO SCHEDULE. 5. FRESH AIR INTAKES MUST BE INSTALLED At LEAST 18"ABOVE FINISHED GRADE OR 12" 2. VERIFY THAT SELECTED APPLIANCES ARE"GREENSPff AND/OR ENERGY STAR RATED AND O,C,SHALL BEAR WITHIN 5 INCHES OF THE STUDS BENEATH UNLESS 2, ADDITIONS,ALTERATIONS OR RENOVATIONS SHALL COMPLY WITH 2020 IFCC.UNALTERED GRAVEL STOPS AND BEAM CAPS TO BE 22 GAUGE. ABOVE THE ROOF DECK,THEY MUST ALSO BE AT LEAST 10 FROM PLUMBING VENTS, SHALL COMPLY WITH TIER 2 REQUIREMENTS[MIN)OF THE CONSORTIUM OF ENERGY .77-77=77_eL"i PORTIONS OFTHE EXISTING BUILDING ARE NOT REQUIRED TO COMPLY WITH THIS CODE, CHIMNEYS,COMBUSTION APPLIANCE VENTS,DRYER VENT TERMINATIONS,AND EXHAUST FAN EFFICIENCY(CEE), C-1 a. THE TOP PLATES ARE(2)2 INCH.X 6 INCH OR (2)3 INCH X 4 INCH MEMBERS 2. ASPHALT SATURATED FELT OF 14 POUNDS PER 100 SQUARE FEET'IS TO BE APPLIED PER 2020 TERMINATIONS. b. A THIRD TOP PLATE IS INSTALLED 3, ALL HVAC,tLECTRICAL&PLUMBING SYSTEMS SHALL MEET THE 2015 IRC CHAPTER 11 NYS RC R703.2:HORIZONTALLY WITH THE UPPER LAYER LAPPED/OVER THE LOWER A 1 PER NYS PC P2801.6,WATER HEATERS NOT INSTALLED ON SLAB SHALL BE INSTALLED IN A SOLID BLOCKING EQUAL IN SIZE TO THE STUDS IS INSTALLED TO REINFORCE THE DOUBLE (ENERGY EFFICIENCY),INTERNATIONAL MECHANICAL CODE,AND THE INTERNATIONAL ENERGY MINIMUM OF 2 INCHES AND WHERE JOINTS OCCUR,FELT SHOULD BE LAPPED NOT LESS THAN 6, SOLID MfTAI.,FLEXIBLE METAL,OR UNrl),INSULATED FLEXIBLE DUCT MAY BE USED.ALI GALVANIZED STEEL PAN HAVING A MINIMUM THICKNESS OF 24-GAUGE AND 11/2"DEEP AND TOP PLATE, CONSERVATION CODE. 6 INCHES. VENTILATION DUCTS IN UNCONDITIONED SPACES MUST BE INSULATED. PROVIDED WITH A BRAIN LINE. 4. ALL SYSTEMS ARE TO BE DESIGNED,SPECIFIED,AND INSTALLED BY THE CONTRACTOR. 1 FOUNDATION TO BE WATERPROOFED WITH THUROSEAL OR APPROVED EQUAL SEALANT, T PROWL CUT SHIFT FOR ALL REGISTER COVERS,TittRMOSTAT CONTROLS,AND GRILLES FOR 4, PROVIDE SHOP DRAWINGS FOR ALL CABINETS AND BUILT-IN FURNITURE,SPECIFY NO CONTRACTOR SHALL VERIFY DESIGN WITH OWNER AND ARCHITECT.PROVIDE ARCHITECT PROVIDE PROPER SEALANTS FOR EACH APPLICATION.If SEALANI TYPE IS NOT INDICATED OR ;ARCHITECT REVIEW.INDICATE,SIZE,FINISH,AND PROPOSED LOCATION. FORMALDEHYDE. SHEATHING AND UNDERLAYMIENTS WITH MARKED UP DRAWING SHOWING LOCATIONS Of ALL PROPOSED REGISTERS AND DUCT OBVIOUS,VERIFY TYPE WITH ARCHITECT PRIOR TO APPLICATION. RUNS. 8, DUCTS,PLtNUMS,AND FITTINGS SHOULD BE CONSTRUCTED Of GALVANIZED METAL,DUCT 5. INDOOR RECYCLE BINS:PROVIDEIVERIFY ROLLOUTS OR REVOLVING BINS TO SEPARATE I"[N1.11 4 1. PROVIDE APA-RATED CDX ROOF SHIEkTHING,EXTERIOR WALL SHEATHING,AND FLOOR BOARD,OR FLEXIBLE DUCT.BUILDING CAVITIES MAY NOT BE USED AS A DUCT OR PLENUM TRAYS INTO A MINIMUM OF TWO SEPARATE CONTAINERS BUILT INTO KITCHEN CABINETRY. "132 30211 SHEATHING.SHEATHING ATEXTER11W SHALL BE IN ACCORDANCE WITH 2020 NYS RC 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MODIFICATION OF EXISTING HVAC AS WAC WITHOUT A SEALED DUCT 90ARD OR METAL LINER, SECTION R703, REQUIRED FOR NEW CONSTRUCTION AND FOR DESIGN OF NEW SYSTEM. 6, OUTDOOR RECYCLE BINS:PROVIDE CONTAINMENT AREA FOR(4)-30GAL TRASH CONTAINERS 11. MECHANICAL VENTILATION SHALL MEET 1111 REQUIREMENTS Or THE 2020 NYS PC AND 2020 D. ACCA MANUAL DUCT DESIGN OR EQUIVALENT REQUIRED IN A DESIGNATED ENCLOSED AREA PROTECTED FROM TAMPERING BY ANIMALS. 2. NAIL SHEATHING TO FRAMING ACCORIDINO TO THE FASTENING SCHEDULE ON THE DRAWINGS. C IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAILTHE IMC,PROPER SELECTION,SIZING,INSTALLATION AND MAINTENANCE OF RESIDENTIAL HVAC DESIGN,CALCULATIONS,DRAWINGS,WRITTEN STATEMENTS OF THE MECHANICAL,AIR SYSTUAS ARE MAJOR FACTORS IN OPTIMIZING ENERGY SAVINGS;. rtlECTRICAL 3. ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR GRADE,WITH EXTERIOR GLUE, CONDITIONING,VENTILATION,HEATING SYSTEMS(NEW,EXISTING OR UPGRADED)STAMPED METALS SHALL MEET'THE REQUIREMENTS FoR-THE LATEST EDITION OF THE U.S,PRODUCTS BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR JURISDICTION, 2. CONTRACTOR SHALL Or RESPONSIBLE FOR THE MODIFICATION O)F EXISTINC HVAC As 1. LAYOUT AND MARK ALL ELECTRICAL DEVICES(LIGHT FIXTURES,SWITCHES,RECEPTACLES, STANDARDS PS-1,AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF REQUIRED FOR NEW CONSTRUCTION AND FOR DESIGN OF NEW SlYSTEM,VERIFY DESIGN VflTH ETC.)BEFORE SETTING ANY ELECTRICAL BOXES OR RUNNING Of ANY WIRING. GENERAL 1. SHOP DRAWINGS REQUIRED FOR ALL STRUCTURAL STEEL,RAILINGS AND STAIRS THE AMTRICAN PLYWOOD ASSOCIATION(APA). 7. PROVIDE CUT SHIFT FOR ALL REGISTER COVERS,THERMOSTAT CONTROLS,AND GRILLES FOR OWNER AND ARCHITECT.PROVIOI ARCHITECT WITH MARKED UP'DRAWING SHOWING CONTRACTOR TO SCHEDULE WALK THROUGH AND REVIEW WITH OWNER,FOR OWNER'S ARCHITECT REVIEW.INDICATE SIZE,FINISH,AND PROPOSED LOCATION. LOCATIONS or ALL PROPOSED REGISTERS AND DUCT RUNS, APPROVAL,BEFORE PROCEEDING.'WALK THROUGH TO INCLUDE LOCATING SPECIAL WIRING 2. STRUCTURAL STEEL SHALL CONFORM TO ASTMASO.EXCEPT FOR PIPE COLUMNS,WHICH OPEDAL 4. PLYWOOD SHEATHING TO RUN CONTINUOUS 12"MINIMUM PAST TOP AND BOTTOM PLATES INCLUDING,PHONE JACKS,DATA-CAT6,TV HOOK-UPS,AND STEREO AND ALARM WIRING, SHALL CONFORM 10 ASTM A53. OF ALL EXTERIOR WALLS.IF PLYW000 STOPS AT PLATE,THEN PROVIDE SIMPSON LSTAl 8 S. PROTECT DUCT OPENINGS DURING CONSTRUCTION UNTIL PROJECT COMPLETION.PREVENT 1 HVAC SYSTEM MUST PROVIDE A MEANS FOR BALANCING AIR ANIn WATER SYSTEMS. RESIDENCE STRAPS AT 43"D.C.AND AT CORNERS,NAILED TO STUDS WITH 100 NAILS IN HOLES DUST AND CONSTRUCTION DEBRIS FROM ACCUMULATING IN DUCTS DURING CONSTRUCTION. CONTRACTOR TO BALANCE SYSTEM UPON COMPLETION OF PROJItCt AND PROVIDE 2. PROVIDE ALL POWER AND LIGHTING CIRCUITS AS REQUIRED BY CODE AND PROVIDE AN 3. METAL DECKING SHALL BE 20 GAUGE U.O.N. PROVIDED.C ENTER STRAPS ON PLYWOOD JOINT.USE ISTA30 STRAP IF PLYWOOD DOES NOT BALANCING REPORTS TO ARCHITECT. ACCURATE LABELED PANEL FOX(ES)AT COMPLETION OF PROJECT. OVERLAP BOTH THE TOP AND BOTTOM PLATES OF THE SAME LEVEL THERMAL ENVELOPE 4. HANDRAIL SUPPLIED BY GENERAL CONTRACTOR AND VERIFIED IN FIELD. 4, A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A WALL 3. CONTRACTOR TO BE RESPONSIBLE FOR ALL ELECTRICAL WORK.CONTRACTOR TO SUPPLY 5, SUBROORING SHALL BE INSTALLED WITH FACE GRAIN DIAGONAL ACROSS SUPPORTS:BREAK 1, 'COMPONENTS Or THE BUILDING THERMAL tNVtLOPt SHALL.BE INSTALLED IN ACCORDANCE. IN THE SPACE WHERE THE FURNACE IS LOCATED.CERTIFICATE SHALL COMPLY WITH IRC TEMPORARY DROP POLE FOR CONSTRUCTION,If NECESSARY, 5. STEEL STAIR TO BE FIELD VERIFIED PRIOR TO FABRICATION. 985 TRACK AVE JOINTS IN ADJACENT COURSES.10CA3'E END JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH WITH THE CRITERIA LISTED IN TABLE Nll SEE WALL SCHEDULE FOR INSULATION N1101.14. CUTCHOGUE NY 11935 OR SLIGHTLY BELOW SURFACE UNDERIAYMrNT,WHERE REQUIRED,SHALL Er SIMILARLY VALUES AND TYPES.WHERE REQUIRED By cou orriClAt,AN APPROVED THIRD PARTY SIIAI L 4. G.T.I.CIRCUITS TO BE USED IN BATHROOMS AND KITCHEN AND OTHER LOCATIONS REQUIRED Dglff- 04/2026 INSTALLED. INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. 5. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVID)ED FOR EACH SEPARATE BY GOVERNING CODES OR AS INDICATED ON ELECTRICAL PLAN, INTERIOR FINISHES PpvjrC7 po, 3525011 HEATING AND COOLING SYSTEM IN ACCORDANCE WITH SECTIONI N1193 CONTROL SYSTEMS. 6. Poor SHEATHING SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS.LOCATE 2. ALL EXTERIOR WALUrLOOR/CtILING JOISTS SHALL 91 AIR SEALED AND INSULATED IN THERMOSTATS SHOULD BE CAPABLE OF AUTOMATICALLY ADJUSITING THE SPACE 5. PROVIDE LINE VOLTAGE SMOKE DETECTORS AS REQUIRED BY CODE. t INTERIOR WALL COVERINGS SHALL BE IN ACCORDANCE WITH 2020 NYS PC SECTION P702. END JOINTS OVER SUPPORTS.STAGGER JOINTS.PROVIDE METAL H CLIP AT JOINTS AT SIDES ACCORDANCE WITH TABLE N1102AII..APPLY A FRESH BEAD Of CAULK TO THE TOP AND TEMPERATURE SET POINT OF THE LARGEST ZONE SEE WALL SCHEDULE OR DRAWINGS FOR GYPSUM TYPES. I SUBMIT FOR BUILDING PERMIT 10/2025 OF PANELS WHEN SPACING OF SUPPO)RTS IS 24"O.C.AND ROOF SHEATHING IS LESS THAN BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALLBOARD. E TYPICAL SWITCH LOCATION T-O"FROM OPENING WHEREVER POSSIBLE,TYPICAL SWITCH 2 AMMEND BUILDING PERMIT 04/2026 5/8"THICK. 8. EACH THERMOSTAT SHOULD BE AT 60"Alf,70 CENTER. HEIGHTS AT 48"TO CENTER UNLESS NOTED OTHERWISE.COLOR:SELECTED BY ARCHITECT, 2. HIGH-IMPACT GYPSUM BOARD SHALL BE MANUFACTURED BY NATIONAL GYPSUM. 3. TESTING:BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS THAN TYPE:LEVITON DESIGNER SERIES.VERIFY AREAS TO BE DIMMED. HIGH IMPACT XP MOLD-RESISTANT GYPSUM BOARD SHALL BE NATIONAL XP GYPSUM BOARD 7. UNDERLAYMENT FOR FLOORING- OR EQUAL TO 3 AC1150 IN CZ 4A.5,6ATESTING SHAI L BE CONDUCTED BY AN APPROVED T PERFORMANCE REQUIREMENTS OR GEORGIA PACIFIC DENS ARMOR PLUS PAPERLESS WALLBOARD. a. ALL FLOORING TO BE COVERED VNITH CARPET SHALL HAVE(1)LAYER OF314" THIRD PARTY, 7. TYPICAL DUPLEX POWER OUTLETS HEIGHTS AT 1T AT TO CENTER UNLESS OTHERWISE UNDERLAYMENT BOARD OR OTHTER APPROVED EQUAL,OVER SUBFLOOR. a. HEATING MODE:SYSTEM MUST BE CAPABLE OF MAINTAINONG 72OF WHEN OUTSIDE AIR NOTED ON THE DRAWINGS, 3. FIRE RESISTANT GYPSUM BOARD SHALL BE 518"TYPE XP. SHEATHING THICKNESS 4. ATTIC OR'CRAWL'SPACE ACCESS SHALL BE WEATHER STRIPPED AND INSULATED TO A LEVEL IS-5"F.(NOTE MINIMUM PER 2015 IRC R303.1 0:TO MAINTFAIN 681 AT 36"ABOVE SHEATHING WITH FRAMING SUPPOIRT MINIMUM SHEATHING PANEL THICKNESS EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. FLOOR AND 24"FROM EXTERIOR WALL) 8, THERMOSTAT AND SPECIAL CONTROL DEVICES HEIGHTS AT 150"TO CENTER. 4. SCREW ATTACH ALL GYPSUM BOARD WITH SCREWS APPROVED FOR THE APPLICATION. 1.THE CONTRACTOR SHALL VERIFY ALL FOR OF b. COOLING MODE;SYSTEM MUST BE CAPABLE OF MAINTAINIING 7V WHEN OUTSIDE AIR EXISTING AND PROPOSED CONDITIONS ON SUBFLOOR 161,O.C. S. FIBERGLASS BATT INSULATION SHALL BE MANUFACTURED BY OWENS CORNING,JOHNS IS 100"F. S. TELEPHONE-PROVIDE 4 PAIR WIRING TO EACH JACK LOCATION,HOME RUN TO PHONE PANEL S. USE LOW-VOC JOINT COMPOUND:MURCO,M400 JOINT COMPOUND,OR APPROVED EQUAL. THE CONSTRUCTION DOCUMENTS WITH 24"O.C. MANVILLE OR APPROVED EQUAL THERMAL AND ACOUSTICAL INSULATION IS TO BE (LOCATION TO BE DETERMINED WITH OWNER)FOR CONNECTION TO TELEPHONE COMPANY THOSE AT THE SITE.ANY DISCREPANCIES FORMALDEHYDE FREE. & BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS)', SERVICE 6. CERAMIC TILE AS SELECTED BY THE ARCHITECT. MUST BE BROUGHT TO THE ATTENTION OF ROOF 16"D.C. 1/2" THE ARCHITECT PRIOR TO COMMENCING 24"O.C. 5/81, CONSTRUCTION.THE CONTRACTOR SHALL ETWEL 24" 5/81, 6. RIGID INSULATION SHALL BE RATED FOR GROUND CONTACT. 9. EQUIPMENT SIZING:PER ACCA MANUAL S,BASED ON LOADS CALTULATED PER ACCA MANUAL 10. THE ELECTRICAL DRAWINGS SHOW SPECIAL SWITCHING,POWER AND LIGHTING ONLY. 7. TILE BACYING SHALL BE DENS SHIELD.DO NOT USE"GREENBOARD"FOR TILL USE LOW-VOG BE RESPONSIBLE FOR DISCREPANCIES It. FLOORS TO BE COVERED WITH O)AK FLOORING,GRANITE(STONE?)OR CERAMIC TILE J AS PROVIDED BY A THIRD PARTY HERS RATER. MINIMUM ELECTRICAL PROVISIONS REQUIRED BY CODE AND REGULATION SHALL BE BY THE TILE ADHESIVEMANUFACTURED BY AMF,"SAFECOAT-3 IN 1-4 BOSTIK FINLDLEY D-5 NOT REPORTED TO THE ARCHITECT ONCE SHALL HAVE 1 LAYER OF 23/32!SUBFLOORING. L SPRAY FOAM INSULATION(ICYNINQ INSTALLED BY AN ICYNENE INC.CERTIFIED CONTRACTOR.VERIFY LOCATION Of SWITCHES AND RECEPTACLES WITH OWNER PRIOR TO PREMIUM OR 0-40 OURAREX THIN SET, WORK HAS COMMENCED,EXCEPT FOR CONTRACTOR/INSTALLER,CONFORM TO ALL MANUFACTURER'S SPECIFICATIONS FOR 10. DUCT INSULATION:SUPPLY AND RETURN DUCTS IN UNCONDITIONED ATTICS OR OUTSIDE 'INSTALLATION.TELEPHONE,DATA,AND CABLE TV OUTLETS SHALL BE ADJUSTED AS DIRECTED HIDDEN CONDITIONS WHERE APPLICABLE. 8. GYPSUM WALL COVERING SHALL BE IINSTALLED PER 2015 IRC R702 AND SHALL INSTALLATION Of SPRAY FOAM PRODUCTS. SHALL BE INSULATED TO A tvimimum or P-g Ca DUCTS 3"OR GREATI'll IN DIAMETER,AND R-6 BY OWNER,BUT MUST COMPLY WITH ALL CODES. B. WOOD FLOORING AS INDICATED ON THE DRAWINGS AND SCHEDULES.SEE NOTES AND FINISH 2.PROVIDE WOOD BLOCKING IN WALL 8. BE INSTALLED OVER 2"NOMINAILWOOD FRAMING OR ly,2 FURRING STRIPS @ 24 COMBUSTION SAFETY AND FIRE RESISTANCE 11.@ DUCTS LESS THAN 3"IN DIAMETER. 11 DECORATIVE LIGHTING FIXTURE SELECTIONS(NOT SHOWN ON LIGHTING SCHEDULE)SHALL BE SCHEDULE I FRAMING FOR ALL ACCESSORIES INCHES D.C.MAXIMUM. INCLUDING BUT NOT LIMITED TO:TOWEL If BE PRBfENTED FROM EXPOSURE TO WEATHER 11, DUCT SCALING:DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. BY OWNER, INSTALLATION SHALL BE BY CONTRACTOR.SEE ELECTRICAL DRAWINGS. 9. CARPET BACKING/CUSHION SHALL BE NATURAL FIBER Of 100%RECYCLED FIBER CONTENT BARS,TOILET PAPER HOLDERS,SHELVING C. BE ATTACHED TO WOOD FRAME IWITH TYPE S OR W SCREWS PENETRATING WOOD 5/8" 1. ANY GAS APPLIANCE,OTHER THAN OVENS,LOCATED INSIDE THE CONDITIONED SPACE MUST MANUFACTURED BY RELIANCE,LEGGET 9 PLATT OR SHAW CONTRACT GROUP.SEE NOTES AND ATTACHMENT,ROBE HOOKS,GRAB BARS, MINIMUM,12"D.C.MINIMUM rO)R CEILING AND 16"D.C.MINIMUM FOR WALLS.NAILING BE DIRECT VENT OR POWER VENTED. 12. ALL DUCT JOINTS,SEAMS,AND CONNECTIONS MUST 61 SICUR[IlY FASTENED WITH WILDS, 12. LIGHTING:A MINIMUM OF 75%OF PERMANENTLY INSTALLED FIXTURES MUST HAVE FINISH SCHEDULE, ETC. TO FRAME TO BE 7"O.C.AT CEILIING AND 8"D.C.AT WALLS. GASKETS,MASTICS(ADHESIVES),MASTIC-PLUS-EMBEDDED-FABIR IC,OR TAPES.DUCT TAPE IS HIGH-EFFICACY LAMPS, WORK TO COMMENCE UNTIL A 2. IN ACCORDANCE WITH2020 NYS PC SECTION P314,INTERCONNECTED SMOKE ALARMS SHALL NOT PERMITTED.EXCEPTION:CONTINUOUSLY WELDED AND LOCY(ING-TYPE LONGITUDINAL 10, USE ONLY ZERO OR LOW-VOC FLOORING ADHESIVES BY CHICAGO ADHESIVE PRODUCT BUILDING PERMIT IS ISSUES. BE INSTALLED IN EACH DWELLING UNIT: JOINTS AND SEAMS ON DUCTS OPERATING AT LESS THAN 2 IN.W.G.(300 PA).DUCTS SHALL 13. PER 2020 NYS RC P303,"HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF COMPANY,JOHNSONIE,OR SINAN CO 360 ALL-PURPOSE ADHESIVE. 28. a. IN EACH SLEEPING ROOM BE SUPPORTED EVERY 10 FEET OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT LESS THAN 8 PERCENT OF THE FLOOR AREA or SUCH ROOMS..."EXCEPT"-THE GLAZED 4.THESE PLANS COMPLY WITH THE 2020 b. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE INSTRUCTIONS.COOLING DUCTS WITH EXTERIOR INSULATION MUST BE COVERED WITH A AREAS NEED NOT BE INSTALLED IN ROOMS WHERE EXCEPTION 1 IS SATISFIED AND ARTIFICIAL 11. INTERIOR PAINT SHALL BE IOW-VOG LATEX BY AMF,SHERWIN WILLIAMS,BENJAMIN MOORE. INTERNATIONAL ENERGY CONSERVATION BEDROOMS. VAPOR RETARDER. LIGHT IS PROVIDED THAT IS CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF 6 DURON OR APPROVED EQUAL. CODE. t ON EACH ADDITIONAL STORY Of THE DWELLING INCLUDING BASEMENTS AND FOOTCANDLES(65 LUX)OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE HABITABLE ATTICS. 13. ALL JOINTS IN THE AIR DISTRIBUTION SYSTEM SHALL BE SEALED WITH DUCT MASTIC AND THE FLOOR LEVEL 12. SELECTION OF PAINT COLORS SHALL BE BY OWNER/ARCHITECT,ALLOW FOR UP TO 4 d. NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR Of A BATHROOM THAT FIBERGLASS MESH OR AN ADVANCED ENERGY-APPROVED[QUIVALINT. DIFFERENT COLORS IN THE PROJECT BEFORE UPCHARGES APPLY. CONTAINS A BATHTUB OR SHOWER. PLUMBING 14. TOTAL DUCT LEAKAGE MEASURED IN CUBIC FEET PER MINUTE AT'25 PA SHALL BE LESS THAN 13. INTERIOR WOOD STAIN SHALL BE LOW!-VOC TUNG OIL OR STAIN MANUFACTURED BY AMF, 3. IN ACCORDANCE WITH 2020 NYS RC SECTION R315,ONE HARD-WIRED CARBON MONOXIDE 3%OF THE CONDITIONED FLOOR AREA.(11,IF THE HOUSE HAS 11000 ITIT2 Or CONDITIONED 1. PROVIDE AND INSTALL ALL PLUMBING FIXTURES AND FITTINGS SHOWN ON THE PLUMBING OSMO,VIATER-BASE URETHANE,NATURAL VEGETABLE OR NUT OILS OR BEESWAX. (CO)DETECTOR SHALL BE INSTALLED PER 1000 rEEV OF LIVING SPACE(MINIMUM ONE PER SPACE,THERE SHAtt Or NO MORE THAN 30 CRI OF DUCT LEAKAGE WHEN TESTED).TESTED SCHEDULE, FLOOR)IN ALL HOUSES WITH ANY COMBUSTION APPLIANCE OR ATTACHED GARAGE,THE AIRFLOVI MUST BE WITHIN+1-10%OF THE DESIGNED AIRFLOW", % VANITY TOPS,ETC.TO BE SELECTED BY OWNER AND/OR INTERIOR DESIGNER. REQUIRED CO DETECTOR SHALL BE INSTALLED IN THE IMMEDIATE VICINITY Or BEDROOM(S) 2. HOT AND COLD WATER SUPPLY TO BE COPPER PIPING,INSULATE ALL COLD AND CIRCULATING ON THE LOWEST FLOOR LEVEL OF THE DWELLING UNIT CONTAINING BEDROOM(S). 15, DUCT ILST1%DUCTS SHALL BE PRESSURE TESTED TO DITERIVIINE AIR LEAKAGE BY AN DOMESTIC HOT WATER SUPPLY PIPING WITH FOAM TYPE JACKET INSULATION. EXTERIOR MATERIALS AND FINISHES APPROVED THIRD PARTY. 4, IN ACCORDANCE WITH 2020 NYS RC SECTION R315,WHERE ALTERATIONS,REPAIRS,OR l PEX PIPING IS AN ACCEPTABLE ALTERNATE 1, EXTERIOR WALL COVERINGS SHALL BE IN ACCORDANCEWITH 2020 NYS PC SECTION R703. ADDITIONS REQUIRING A PERMIT OCCUR,OR WHERE ONE DR MORE SLEEPING ROOMS ARE 16, MECHANICAL SYSTEM INSULATION:PIPING CARRYING FLUIDS?11O51 OR<651 DEGMS ADDED OR CREATED IN EXISTING DWELLINGS,THE INDIVIDUAL DWELLING UNIT SHALL BE SHALL BE INSULATED WITH R-3 MINIMUM. 4. WASTE LINES IN WALLS BETWEEN FLOORS,AND WITHIN CEILING AND FLOOR FRAMING SHALL 2. FOR INSTALLATION OF EXTERIOR PLASTER(STUCCO),CORROSION RESISTANT LATH ISTO BE EQUIPPED WITH CARBON MONOXIDE ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS. BE CAST IRON OTHER WASTE LINES MAY BE CAST IRON OR PVC.ALWAYS CONSIDER AND ATTACHED WITH 11-GAUGE,11/2 INCH LONG,1116 INCH HEAD NAILS OR 718 INCH LONG, 17. HEAT PUMPS AND AIR CONDITIONERS,IF USED,MUST BE SIZED ACCORDING TO ACCA CONTROL WASTE PIPING NOISE. 16-GAUGE STAPLES AT 6 INCHES D.C.MAXIMUM.THREE COATS OF PLASTER ARE TO BE 5. FIREBLOCK USING 3M OR SIMILAR FIRE BARRIERS AT ALL CONCEALED DRAFT OPENINGS MANUAL I AND BE INSTALLED WITHIN A HALF TON OF THAT SUL, APPLIED OVER LATH OR 2 COATS OVER MASONRY WALL, SEE 2015 IRC TABLE R7021(1)AND (VERTICAL AND HORIZONTAL)BETWEEN STORIES AND TOP STORY OPEN TO ATTIC SPACE.ANY 5. VENT PIPING MAY BE PVC PAINT EXTERIOR Poor VENT STACKS FLAT BLACK USE NEOPRENE (3)FOR THICKNESS AND MIX REQUI REM ENTS. WOODBATTS OR BLANKETS TO BE SECURELY RETAINED IN PLACE TO CONFORM WITH 2015 18. HEAT PUMPS AND AIR CONDITIONERS MUST HAVE A SFFR RATIN8 OF AT LEAST 14 AND A FLASHING COLLARS. IRC R302.11, HEATING SEASON PERFORMANCE FACTOR Or AT LEAST 8.2. 3. EXTERIOR VINYL SIDING IS TO HAVE A MINI MUM THICKNESS OF 0.035 INCHES AND IS TO BE, 6. ALL SOLDER CONNECTIONS TO BE MADE WITH LEAD FREE SOLDER- PROVIDE AFFIDAVIT FROM INSTALLED WITH LAPJOINTS AND 0120 INCH X 11/2 INCH LONG NAILS OR 1314 INCH LONG 6. PER 2020 NYS PC R302.12,IN COMBUSTIBLE CONSTRUCTION,DRAFTSTOPS OF/2"GYPSUM 19. HEATING EQUIPMENT SHALL BE GAS OR OIL FIRED HIGH-tft[CIEINCY APPROVED BY THE PLUMBER CERTIFYING LEAD FREE SOLDER HAS BEEN USED IN ACCORDANCE WITH ALL LOCAL STAPLES EACH STUD. BOARD OR 3/8"WOOD STRUCTURAL PANELS SHALL BE INSTALLED PARALLELTO THE FLOOR ARCHITECT, REGULATIONS. FRAMING MEMBERS IN THE CONCEALED SPACE or A FLOOR-CEILING ASSEMBLY WHERETHE 4. MASONRY VENEERS CEILING IS SUSPENDED UNDER THE FLOOR FRAMING OR FLOOR FRAMING IS CONSTRUCTED 20, DOMESTIC HOT WATER STORAGE',IF APPLICABLt,SHALL Pt INDEP[NOINT STORAGI fOR HOT A. PROVIDE ALL REQUIRED ANGLE STOPS,ESCUTCHEON PLATES,RISERS,ETC.TO COMPLETE OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. THE AREA Of THE CONCEALED SPACE WATER HEATED BY THE MAIN BOILER,I.E.SUPER-STOR,OR APPROVED EQUAL. INSTALLATION or PLUMBING FIXTURES AND FITTINGS. CONTRACTOR TO COORDINATE WITH a, BRICK AND STONE HAVING AN INSTALLED WEIGHT OF LESS THAN 40 POUNDS SHALL NOT EXCEED 1,00 SQUARE FEET. OWNER/ARCHITECT f OR FINISHES AND INSTALLATION. SEE SCHEDULE FOR FIXTURE TYPE PER SQUARE FOOT SHALL BE PERMITTED TO BE SUPPORTED ON WOOD 21. ALL ELECTRICAL WIRING SHALL BE INSTALLED BY A LICENSED ELECTRICAL CONTRACTOR. AND LOCATION. 7. PER 2020 NYS RC R302.13,PROVIDE FLOOR ASSEMBLIES WITH Mz"GYPSUM WALLBOARD AT 5, EXTERIOR PAINT SHALL BE MANUFACTURED BY AMF SAFECOAT.'BEST PAINT INC-DURACRY1, UNDERSIDE. 22. REMOVE ANY EXISTING EQUIPMENT PtSPONSIBLY. 7, PLUMBER TO VERIFY SIZES AND CAPACITIES OF ALL PIPING FOR INTENDED USE COHALAN CO.KEIM SILICATE PAINT. 041 14 8, OPENINGS THROUGH WALLS SEPARATING THE DWELLING FROM THE GARAGE SHALL -VENTILATION & PROVIDE ALL REQUIRED TRAPS,CLEANOUTS,AND VENTS FOR INTENDED USE, VERIFY G. EXTERIOR STAINS BY AMF SArlCOAT,ECO DESIGNIBOISHIELD PAINT CO.,ruHR-ZVOC CONFORM TO 2015 IRC R302.5.REQUIRED DOORS SHALL BE SOLID WOOD DOORS NOT LESS LOCATIONS AND CLEARANCES WITH CONTRACTOR TO INSURE COORDINATION Of EFFORTS WATERBASE,OR NATUREWIN CO. OF THAN 1318 INCHES IN THICKNESS,SOLID OR HONEYCOMB-CORF STEEL DOORS NOT LESS 1. EACH BATHROOM MUST HAVE AN EXHAUST FAN THAT EXHAUST$A MINIMUM Of 50 CUBIC WITH OTHER TRADES. THAN 1318 INCHES THICK,OR BE 20-11INUTE FIRE-RATED DOORS,EQUIPPED WITH A FEET PER MINUTE(CRI)DIRECTLY TO THE OUTSIDF. THIS IS THE MEASURED FLOW AS 1. EXTERIOR CLEAR FINISHES SHALL BE MANUFACTURED BY UNITED GILSONITE LABS-TAR SELF-CLOSING DEVICE, INSTALLED,NOT THE RATED FLOW. 9. PROVIDE SHUT-OFF VALVES FOR BOTH HOT AND COLD WATER SUPPLIES AT ALL FIXTURES EXTERIOR POLYURETHANE,TIMBER UV WOOD FINISH. AND FITTINGS. GENERAL 9, GARAGES SHALL BE SEPARATED FROM HABITABLE SPACES IN ACCORDANCE WITH 2015 IRC 2. THERE MUST BE A MECHANICAL FRESH AIR VENTILATION SYSTRIA THAT BRINGS THE 11302.6,AT SEPARATING WALL PROVIDE 5/8-INCH TYPE X GYPSUM BOARD ON GARAGE SIDE FOLLOWING AMOUNT OF FRESH AIR INTO THE HOME WHEN INSTIALLID- (7,5 CFM)(NUMBER OF 10. PROVIDE LABELS FOR ALL PLUMBING VALVES EXCEPT UNDER-COUNTER SHUT OFF VALVES, NOTES AND 1/z"TYPE X GYPSUM BOARD ON HABITABLE SIDE.AT GARAGE CEILING,PROVIDE 518" BEDROOMS+1)+(01 Crtl)(SQUARE FEET Of CONDITIONED SPA(CQ HOSE BIBS AND OTHER OBVIOUS EXPOSED VALVES.EX,'WAIN WATER SUPPLY SHUT OFF." TYPE X GYPSUM BOARD, 1 PER 2015 IRC R303.1 HABITABLE ROOMS,"NATURAL VENTILATION SHALL BE THROUGH 11, PROVIDE DRAIN DOWN vAtvis FOR ALL OUTDOOR PLUMBING. 10. PER 2020 NYS RC R3132,'AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE WINDOWS,SKYLIGHTS,DOORS,LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR INSTALLED IN ONE-AND TWO-FAMILY DWELLINGS.EXCEPTION-AN AUTOMATIC RESIDENTIAL AIR.SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS)'OR SHALL OTHERWISE BE 12. PROVIDE AND COORDINATE WITH OWNER,THE LOCATION OF EXTERIOR HOSE BIBS(MIN OF 2) FIRE SPRINKLER SYSTEM SHALL NOT BE REQUIRED FOR ADDITIONS OR ALTERATIONS TO READILY CONTROLLABLE BY THE BUILDING OCCUPANTS.THE OPIENABLE AREA TO THE WHETHER SHOWN ON DRAWINGS OR NOT. EXISTING BUILDINGS THAT ARE NOT ALREADY PROVIDED WITH AN AUTOMATIC RESIDENTIAL OUTDOORS SHALL NOT BE LESS THAN 4 PERCENT OF THE FLOOR AREA BEING VENTILATED.." a"P)F- AS NOTED COPYRIGHT @ OWNERSHIP AND USE OF DOCUMENTS: ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE A C NO WORK TO COMMENCE I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO DRAWINGS SUBMITTED FOR DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR UNTILL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY BUILDING PERMIT PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN RECEIVED SECTION R105.2.2 OF THE 2020 NYS ECCC. WORK,WITHOUT ARCHITECTS WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. p 9 A V!I R y Om SECOND FLOOR WOOD ,`jmc of:-,rs riture 3,10b Ridge Board And Ceiling hIst Detall STUDS@ 16"D.C. R1 dife flunird .......... EGRESS GENERAL SAFETY AND FALL PREVENTION • conar Irl a (Colla f seam) attic space)is**I.M,I) 1, R305 MINIMUM CEILING HEIGHTS PER 2020 NYS RC-, T-O"N ALL HABITABLE ROOMS b. W-B"IN BASEMENT 6%4"IN BASEMENT UNDER BEAMS,GIRDERS,DUCTS OR OTHER OBSTRUCTIONS 2. R 308 GLAZING IN HAZARDOUS LOCATIONS AS DETERMINED BY 2015 IRC R308.4 SHALL COMPLY WITH THE REQUIREMENTS Of 2020 NYS RC R308.1 \'Ce1ing jollit 4X8 COX PLYWOOD TO BE CENTERED OVE], LGROUND FLOOR WOOD parn"'.1 to RIM BOARD TYPICAL STUDS @ 16"O.C. 3. R310 AT LEAST ONE EMERGENCY ESCAPE AND RESCUE OPENING IS REQUIRED PER 2015 IRE SECTION 310 IN BASEMENTS.HABITABLE ATTICS,AND ALL SLEEPING ROOMS, a. OPENING AREA SHALL COMPLY WITH MINIMUM REQUIREMENTS OF 2020 NYS RI; TYP. PLYWOOD SHEATHING 11310.21 Figure 3.2a Slit Plate Anchorage to Concrete Foundation Wall THEY SHALL HAVE ANETTLEAR OPENING OF NOT LESS THAN 53 SQUARE FEET, 4- rigttr#3.8b CorrierStud l4old-down Detail INCEPT FOR OPENINGS AT GRADE FLOOR OR BELOW GRADE,WHICH SHALL HAVE .4 Studs Rn",r; A NET CLEAR OPENING OF NOT LESS THAN 5 SQUARE FEET. an it" k Armtot 8ofit&nd ii. THE NET CLEAR HEIGHT(OPENING SHALL BE NOT LESS THAN 24 INCHES IN THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. f7ij E 7� ,: T! b. MAXIMUM SILL HEIGHT.44"A.,F.F.(2020 NYS RC R31022) C. 'WINDOW WELLS ALLOWING AN EMERGENCY ESCAPE AND RESCUE OPENING BELOW SIMPSON STRONG-TIE CS-16 COILED STRAP GRADE SHALL (2020 NYS RC P310.2.3) (16)BD NAILS d --torntr Stu' 1. HAVE A HORIZONTAL AREA OF NOT LESS THAN 9 SQUARE FEET. connelcted to i a s! Imio** trar-51'et shear %*"I Strop fi. ALLOW THE EMERGENCY1SIGAPE AND RESCUE OPENING TO BE FULLY OPENED. Stool Wag booed 0401 off 01014 2-16d common 32-1-3) Iii. IF MORE THAN 44 INCHrS IN VERTICAL DEPTH,BE EQUIPPED WITH A t, flails at 6,301 PERMANENTLY AFFIXED ILADDER OR STEPS USABLE WITH THE WINDOW IN THE FULLY OPEN POSITION WITH DIMENSIONS PER R31013.1. p . IV. 'BE DESIGNED FOR PROPER DRAINAGE BY CONNECTING TO THE BUILDINGS OPEDAL 1 f P 4 FOUNDATION DRAINAGE SYSTEM OR BY AN APPROVED ALTERNATIVE METHOD, F1 C A 1, I . 4. R311 MEANS Of EGRESS FRAMED OPENING STRAPPING RESIDENCE a. 311.3 LANDINGS ARE REQUIRED OUTSIDE OF EACH EXTERIOR DOOR,AND ARE TO HAVE 2 Figure 2.4a Joists lFrarning on a Solid tawn 61rder AWID'TH NOT LESS THAN THAF BETH[DOOR SERVED AND A MINIMUM DIMENSION OF 3G INCHES IN THE DIMENSION OF TRAVEL AND A SLOPE NOT EXCEEDING 114 VERTICAL riglipre 3,4d joist rrmrsitne on a stioct wait Figtire 3.4e Joist Framing on a UNITS PER 12 HORIZONTAL LIMITS(1/4-PER FOOT), FoondAtion Slir Plate b. 311.6 HALLWAYS SHALL NOT ME LESS THAN 3 FEET WIDE, 985 TRACK AVE c. 311.7:`STAIRWAYS SHALL BE MOT LESS THAN 36 INCHES IN CLEAR WIDTH AT ALL CUTCHOGUE NY 11935 POINTS ABOVE THE PERMITTEID HANDRAIL HEIGHT AND BELOW THE REQUIRED CS-16 COIL STRAP 04/2026 HEADROOM HEIGHT.HANDRAIILS SHALL NOT PROJECT MORE THAN 4 112 INCHES ON Stud- _y� Pr' F3, 3525011 EITHER SIDE OF THE STAIRWAY(AND THE CLEAR WIDTH or THE STAIRWAY AT AND Stud Bottom Ralto"t Plale-- Plato BELOW THE HANDRAIL HEIGHT(,INCLUDING TREADS AND LANDINGS,SHALL BE NOT SUBMIT FOR BUILDING PERMIT 10/2025 LESS THAN 311/2 INCHES WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 WD FLR JOIST joist 2 AMMEND BUILDING PERMIT 04/2026 IN 3 INCHES WHERE HANDRAILS AIR[PROVIDED ON BOTH SIDES." SIMPSON STRONG-TIE Bard Joist d. 311.7.2"THE HFAI]ROOM IN SITAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES ACE4 @ ALL PORCH POSTS 4 10-16D NAILS 1/2 MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR ALLOWABLE LOAD 1,785# fla sin - joist FROM THE FLOOR SURFACE OF'THE LANDING OR PLATFORM ON THAT PORTION OF THE J01 St Plate ' iiii , Cx1rder STAIRWAY." coNc 2' 4i _-z e. 3113.3"A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 147 FOUND o OR INCHES BETWEEN FLOOR LEVEILS OR LANDINGS" GRADE NCTFS: 1.THE CONTRACTOR SHALL VERIFY ALL MPSON STRONG-TIE 4 Double f. 311.7 1'5 RISERS SHALL BE NOTMORE THAN 73/ INCHES,AND TREADS SHALL BE NOT SI Plat LESS THAN 10 INCHES, OSINGS SHALL PROJECT NOT LESS THAN 1/41NCH AND NOT CS16 COIL STRAP @ 16"D.C. e EXISTING AND PROPOSED CONDITIONS ON WRAP AROUND SILL SIMPSON STRONG-TIE THE CONSTRUCTION DOCUMENTS WITH MORE THAN 1% INCHES ON STAIRWAYS WITH SOLID RISERS,MAXIMUM 3/8"TREAD WX 3"BP AT ALL ANCHOR BOLTS LCB @ ALL PORCH POSTS figure 3.4t Mitts Praming on a Steel Seam THOSE AT THE SITE.ANY DISCREPANCIES AND RISER VARIANCE WITHIN STAIR RUN,MINIMUM TREAD WIDTH 6"AT WINDERS. 5/8'X 12'ANCHOR BOLTS AT 36-D.C. ALLOWABLE LOAD 6,270# WFCM TABLE 3.2A 2001CORNERS SIMPSON STRONG-TIE MUST BE BROUGHT TO THE ATTENTION OF g, R31116"THERE SHALL BE A FLOOR OR LANDING Al THE TOP AND BOTTom or EACH ALLOWABLE TENSION LOAD 1,235# HD5A @ ALL PORCH POSTS 5/8" STAIRWAY.THE WIDTH KRPDIDICULAR TO THE DIRECTION Of TRAVEL SHALL 81 NOT (2)3 DIA.X 12"ANCHOR INTO CONCRETE THE ARCHITECT PRIOR TO COMMENCING /4' X 3"BOLTS INTO POST CONSTRUCTION.THE CONTRACTOR SHALL LESS THAN THE WIDTH OF THE:FLIGHT SERVED...WHERE THE STAIRWAY HAS A ALLOWABLE LOAD 3,705# Brid BE RESPONSIBLE FOR DISCREPANCIES STRAIGHT RUN,THE DEPTH IN'THE DIRECTION or TRAVEL SHALL BE NOT LESS THAN 36 NOT REPORTED TO THE ARCHITECT ONCE INCHES WORK HAS COMMENCED,EXCEPT FOR . SIMPSON SPH4 I?12-IOD NAILS h. R3113.8 HANDRAILS WITH A IHEIGHT OF'34"-38"ABOVE NOSING SHALL BE PROVIDED UPLIFT 1,360#TO STUD HIDDEN CONDITIONS WHERE APPLICABLE. ON NOT LESS THAN ONE SIDE OF EACH CONTINUOUS RUN or TREADS OR FLIGHT WITH BP TIE TO PROVIDE CONTINUOUS 2.PROVIDE WOOD BLOCKING IN WALL FOUR OR MORE RISERS. SUPPORT FROM STUD TO TOP OF PLATE TO RAFTER. FRAMING FOR ALL ACCESSORIES 1, R311.8 RAMPS ARE TO BE IN ACCORDANCE WITH R311.8 AND ARE TO HAVE Joist INCLUDING BUT NOT LIMITED TO:TOWEL 1. A MAXIMUM SLOPE Of ONE UNIT VERTICAL IN 8 UNITS HORIZONTAL T 00 BARS,TOILET PAPER HOLDERS,SHELVING 8"MIN li, A HANDRAIL 34.38 INCIHIS IN HEIGHT WHEN SLOPE EXCEEDS ONE UNIT ATTACHMENT,ROBE HOOKS,GRAB BARS, VERTICAL IN 12 UNITS HIORIZONTAL. CONC ETC. FOUND 'S. R312 GUARDS AND WINDOW FALL:PROTECTION -GRADE 3.NO WORK TO COMMENCE UNTIL A a. R312.1 PORCHES,BALCONIES, AND STAIR LANDINGS LOCATED GREATER THAN 30" SIMPSON STRONG-TIE BUILDING PERMIT IS ISSUES. ABOV17 ADJACENT FLOOR OR GRADE ARE TO BE INSTALLED WITH GUARDS NOT LESS SPH4 @ 16"D.C. _V, THAN36 INCHES IN HEIGHT ABOVE THE WALKING SURFACE.GUARDS SHALL NOT HAVE 3"X3"SPAT ALL ANCHOR BOLTS SIMPSON H4 SIMPSON H2.5 Steel Fleahl, 4.THESE PLANS COMPLY WITH THE 2020 5-8D NAILS TO STUD 5-8D NAILS TO RAFTER CPFNI NGS THAT ALLOW PASSAGE OF A SPHERE 4"IN DIAMETER. 5/8'X 12-ANCHOR BOLTS AT 36'O.C. "D NAILS TO PLATE 5-8D NAILS TO PLATE INTERNATIONAL ENERGY CONSERVATION b, '113121 WINDOW FALL PROTECTION.WINDOW FALL PROTECTION SHALL BE PROVIDED WFCM TABLE 3.2A 2001&12"OFF CORNERS UPLIFT 360# UPLIFT 41L5# CODE. SIMPSON STRONG-TIE IN ACCORDANCE WITH SECTIONS R312.2.1 AND R31222, H4&H2.5 @ 16"O.C.AND 12"FROM ENDS L R312.2.1 WINDOW SILLS.IN DWELLING UNITS,WHERE THE TOP Or ME SILL OF (USE WHEN STUDS AND RAFTERS DON7 ALIGN) Figure 3.111i, Roof Openings-0able Dormer AN OPERABLE WINDOW'OPENING IS LOCATED LESS THAN 24 INCHES ABOVE THE riNistim FLOOR AND GREATER THAN 72 INCHES ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPVY WITH ONE OF THE FOLLOWING: Double 1 OPERABLE WINDOWS W11TH OPENINGS THAT WILL NOT ALLOW A SIMPSON STRONG-T R te 4-INCH-DIAMETER SPHERE TO PASS THROUGHT THE OPENING WHERE THE HH @ ALL HEADERS IE Trimmer ai r SPANS GREATER THAN 6 FEET OPENING IS IN ITS LARG;EST OPENED POSITION. 2. OPERABLE WINDOWS TWAT ARE PROVIDED WITH WINDOW FALL PREVENTION Rafter DEVICES THAT COMPLY IWITH AS TM F 2090. SIMPSON H2A 3, OPERABLE WINDOWS TWAT ARE PROVIDED WITH WINDOW OPENING CONTROL 5-IOD NAILS To RAFTER 5-I0D NAILS TO STUD DEVICES THAT COMPLY IWITH SECTION R312.2.2. UPLIFT 450# -TIE -VICES.WINDOW OPENING CONTROL SIMPSON STRONG li. R3122.2 WINDOW OPEN1148 CONTROL 01 H2A@ 16"D.C.AND 12"FROM ENDS DEVICES SHALL COMPLY(WITH ASTM F 2090.THE WINDOW OPENING CONTROL N, (USE WHEN STUDS DEVICE,AFTER OPERATI(ON TO RELEASE THE CONTROL DEVICE ALLOWING THE SIMPSON STRONG-TIE AND RAFTERS ALIGN) WINDOW HCP4 @ ALL HIP CORNERS TO FULLY OPEIN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF B-IOD NAILS TO RAFTER 8-I0D NAILS TO PLATE THE WINDOW UNIT TO LIESS THAN THE AREA REQUIRED BY SECTION 11310.2.1. UPLIFT 3,367# SINGLE POUR ENDWALL RIM JOIST NAILED INSTALLATION PORTION CORNER STUD 4 o g HOLDOWN-)" , CONNECTED TO. o o TRANSFER SHEAR J Double 216D o o 131/2' Header N' COMMON ONE#4 AILS@6"O.C. REBAR IN • SHEAR CONE A OR • IN. -FtXhM 00 4'. CORNER Fiftro,3.6s Floor Op eirling-Sta Irway SIMPSON STRONG-TIE HPAHD sJ CORNER HOLDOWNS-USE"SIMPSON"HDU8-SDS2.5 (20)SDS 1/4-X 2.5-WOOD SCREWS (1)5/8"DIA X 12-STEEL ANCHOR ALLOWABLE LOAD 6,970# • �Z -DIAMETER ANCHORS 8 1/2"MIN INTO CONCRETE.HOLE TO BE 0 1714 Do*Jo Mate -1 DRILL AND SET 5/8' 11/16-DIAMETER.FILL HOLE HALFWAY WITH'SET EPDXY-TIE"BY'SIMPSON'IF TEMPERATURE IS BETWEEN 40 AND!LOO DEGREES. FILL HOLE WITH"AT-ACRYLIC TIE"IFTEMPERATURE IS BETWEEN 0-40 DEGREES.REFER TO MANUFACTURES relhts sit"! INSTRUCTIONS FOR MIXING AND CLEANING HOLES.SEE GROUND FLOOR PLAN FOR LOCATIONS lik NOTE 1: All GENERAL NOTES TYPICAL FOUNDATION ANCHORS BOLTS TO BE 5/8" DIAMETER X 12"DEEP 12"OFF CORNERS AND SET @ 36" t 1 "Aft & STRAPPING D.C.AS PER.(WFCM TABLE 3.2A 2001) NOTE 2: DETAILS REFERENCE STANDARD USED IN DESIGN OF STRUCTURE (WFCM 2001)SEE ELEVATIONS FOR LINE OF STRAPPING DETAILS AS PRESCRIBED ABOVE NOTE 3: AS NOTED ALL STEEL CONNECTORS AND NAILS ATTACHED TO A.C.Q. -Double LUMBER TO BE HOT DIPPED GALVANIZED,Z MAX TREATED,OR STAINLESS STEEL TYPICALLY TYP. STRAPPING DETAILS COPYRIGHT© OWNERSHIP AND USE OF DOCUMENTS: 4 ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE NO WORK TO COMMENCE I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO DRAWINGS SUBMITT ED FOR DESIGN PROFESSIONAL,STATE THATTO THE BEST OF MY DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR UNTILL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARITIES THAN THOSE PROPERLY RECEIVED SECTION R105.2.2 OF THE 2020 NYS ECCC. BUILDING PERMIT PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECTS AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN WORK,WITHOUT ARCHITECTS WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. r"l...N BY: DM ° COVER V«/ROOF SHINGLE RAFTER TIES x§18^DC CONTINUOUS RIDGE VENT COBRA RIDGE CAP MODEL RIDGE VENT OR EQUAL INSTALL AS MIN(14)10-D NAIL 12PER M4NVF'SINSTRUCTIONS ROOF RAFTERS s/8''GYPSUM BOARD RAFTER CONNECTOR LTWGT ARCHITECTURAL @1G''O.C. HORIZONTAL n^r/En TIES e'1v'�C '---- - - FELT RIDGE xx�os�'��o0' .)PLYVV0Oo DBL.TOPPLATE FELT DRHOUSEVVRAP MIN(14)10-D NAILS ALL JOINTS TO BE -- 1^MIN. TAPED&SEALED s/B^CDXPLYWOOD SHEATHING mm`mnNY/'y* -�� `w INSULATION ' ~.�_'~' ��mnxn�m~v'"o OROR ROOF RAFTERS ^^~ DIM NS|ON«L | 16^ ROOF RAFTER PLANS FOR S|Z--- -- LV�8ER �---' �ENTER� , -- ----| ox�''�TVD�V§1�^�� SPACING) - . . - WHERE STUDS DO NOT ALIGN V«/RAFTERS INSTALL ICE AND WATER SHIELD AT EAVES,VALLEYS,INTERSECTIONS OF ROOF AND WALL AND - ENTIRE ROOFS WHERE SLOPE|S LESS THAN 4/12 ----- prn)rC7 RAFTER-TO-R!AFTER CONNECTION TYP.@ EACH RAFTER TYP.RIDGE VENT DETAIL RAFTER TIE DETAIILS TYP.@ EACH RAFTER TYPICAL FLOOR JOISTS SPACING AND METAL TYPICAL EXTERIOR WALL CONSTRUCTION ��������N Y�������� U����0D�N������ (Cl K8ODEL'CS2O' 8YS|K8PSONSTRONGT|ES K8OOEL'LT8' BY8UK8PSONSTRONGT|ES CROS8BRAC|NG 0��,,�0Q���U����_�� 1TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL NAILING SCHEDULE ^x3"VINYL COATED VVn.CAS|N|NG (T�BEREPLA�EDORRERA|RED USE EVERY OTHER nmLHOLEJOINT DESCRIPTION AFTER EACH INSTALLATION) 985TRACK AVE /m*ROW .v,"v.."= ."= NAILS NAILS CUVCMOGUENY11935 ROOF RAFTERS cuuE~mEvu/mEum/m/mum END CENTER-TO-CENTER LENGTH n4/2q%H 1"x2"VVOODSPAC�R [�'�'rr7pP, 3525011 ROOF FRAMING RAFTER CONNECTOR SPACING FOR NAILS �|N(14)10-]NAILS --`--'--- NAILS-- RAFTER TO TOP PLATE(TOE-NAILED)(TABLE 3.4A) 3-8D 3-10D PER RAFTER pREDR|LLED FASTENING HOLES @grO.C. ' to _ � mm"nnmommm PERMIT ,m,m, �8L.T�PPLATE _____~~~- / rxwMmnov,mmomxvn w,nuo 'CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED)(TABLE 3.9A) 6-16D 40D EACH LAP CUT 4 BASE PLATE LENGTHCLEAR CEILING JOIST TO LAPS OVER PARTITIONS(FACE-NAILED)(TABLE 3.9A) 6-16D 40D EACH LAP io S SPAN 1/2"CDX PLYWOOD TIE TABLE PER TIE STRUCTURAL STORM **cv mca/L S/x*r ---------- RAFTER10D PANEL z�K @16..O.C. ' o� ------------------- MODEL'OS2O' p~ 1.THE CONTRACTOR SHALL VERIFY ALL RIM BOARD TO RAFTER(END-NAILED) 2-16D 3-16D EACH END EXISTING AND PROPOSED CONDITIONS 0N RIM JOIST ------~ /' THE CONSTRUCTION DOCUMENTS WITH WALL FRAMING � | THOSE 0 THE SITE.ANY DISCREPANCIES ��LTOppU�� ------'~~- 121' pREDR|LLED FASTENING MUST BE BROUGHT T0 THE 0TN�0NO[ ~ HOLES � . THE ARCHITECT PRIOR l000MMENCING LENGTH �( CONSTDUCT0NTH�CONTKA��KSHkii PROVIDE MINIMUM 1'' �^ `^--VV��D�AS|N� B[8[SPONS|8L END DISTANCE c FOR DISCREPANCIES / NOT REPORTED T0 THE ARCHITECT ONCE HEADER TO HEADER(FACE-NAILED) 16D 16D 16" ALONG EDGES WORK HAS C0MM[NCEU EXCEPT FOR E�U��NV�BER�F . ~~� TOP OR BOTTOM PLATE TO STUD HIDDEN C0N0�0NSWHERE hPPUCA8L[. SPECIFIED NAILS | ~~ |N EACH END | -�-^�-�� -~~-� / �\ | ] 2.P80Y0[WUUU80CK|NG|NWhii FRAMING FOR ALL ACCESSORIES RAFTER TIE DETAILS TYP.@ EACH RAFTER STUD TO PLATE TO RIM JOIST TO TOP PLATE TO STUD TYPICAL HIGH WIND WINDOW PROTECTION FOR NEW WINDOWS WHERE OPENING PROTECTION WITH THE USE OF PLYWOOD PANELS|8ALLOWED INCLUDING BUT NOT LIMITED TO:TOWEL CONNECTION @ 16"O.C. FLOOR FRAMING BY2020|RCR3O1.2.1'2,INSTALLATION IS TORE|NACCORDANCE WITH BARS,TOILET PAPER HOLDERS,SHELVING ; 11R3O1.212 AND THESE DRAWINGS. ATTACHMENT,ROBE HOOKS,GRAB BARS, /wuuEL'ux/S.3u' mrS//v/PSum STRONG TIES n/vDEL or o, o//v/rSumS/numu //ES /m �uxxru�m��vx//� /x��uuu �*umrnu��/mmxx/mu�r��u ETC. BRIDGING TO JOIST(TOE-NAILED) 2-8D 2-10D EACH END 3.NO WORK T0 COMMENCE UNTIL h "S|&vPSVN^HDQ8 2'16dCOMMONBLOCKING TO JOIST 2-8D 2-10D EACH END FASTENING SCHEDULE B BUILDING PERMIT|SISSUES. ~5|mpsom^pno6 n.n. ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW OPENING(IN 4.THESE PLANS COMPLY WITH THE 200 FOR FULL LENGTH INTERNATIONAL ENERGY CONSERVATION OFSTUD JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D 340D PER JOIST CODE. BAND JOIST TO JOIST(END-NAILED) 346D 4-16D PER JOIST A A B C D E F BAND JOIST TO SILL OF TOP PLATE(TOE-NAILED) 2-16D 3-16D PER FOOT BUDOK|NG@/ ENDVV4LL DIAGONAL BOARD SHEATHING E - HEADER CEILING SHEATHING FA,NUMBER OF8d NAILS @ EA.END OFSTRAPP|NGS(TABLE 3J. P.157)&(TABLE GAP.31G) "|S|MPSON^HDgQ B-NUMBER OFS|LL STUDS(ON FLAT)(DOES mOTAPPLYTO DOORS)�ABLE3.23B.P.193) °^~� ^S|MPSOm^PHD6 B �� ______/ C'NUMBER OF FULL H �HTK|NG�TVD5 EA.SIDE OFHEADER(TABLE 3.23C.P.1S3) D-NUMBER OFiGd NAILS.END-NAILED THROUGH ADJACENT KING STUD TOEND OF HEADER NOTE: MIN(14)1D_D '--~ @ EA.SIDE(TABLE 37.P.157)&�A8LEGA P.31G) i.SHEATH|NGiASRARTOFSHEARVALLSEGMENT�W�)' E'NUMBER OF JACK STUDS @EAENBOFHEADERSp�BL�3��FP1S1}A��V�E�BLHDR VVHERENOTEDONFU]DRPLAN.SH4LLBECONT|NUOUS ' � ' ' � � FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT | F-NUMBER OF 16d NAILS END-NAILED THOUGH ADJACENT JACK STUDS TO END OF SILL(S) JOINTS.8d�V��K0�N NAILS EDGE | | � � JACK / @EA �|DE(D�E�N�TAPP[YTODO�R�)�ABLE�8 P.15T)&�ABLE6A PAGE 31G) 2.HOLD DOVVUNSRE AT ALL 4 CORNERS OF � � ' ' GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7" EDGE/10" FIELD STRUCTURE V|NLESS OTHERWISE NOTED. KING STUD NAILING&STRAPPING @ EXTERIOR WINDOW/ DOOR 3.SEE CONSTKlVCT0NDETAIL(NAILING AND STRAPPING) HEADER &DETAIL(HVLDOVVN&CONN). - -° GALV. METAL TIE DOWN W/IN 32"OF DIAGONAL BOARD SHEATHING GALV.METAL TIE-DOWN AT CORNER OF STRUCTURE 9 CORNER OF STRUCTURE ALLOWABLE 010 MODEL'HDQ8/ PHD6' BY SIMPSON STRONG TIES MODEL'HTT22' BY SIMPSON STRONG TIES i"XIO"OR WIDER 3-8D 3-10D PER SUPPORT USE LIVE LOAD DEAD LOAD STRUCTURAL MEMBER DEFLECTION FLOOR SHEATHING EXTERIOR BALCONIES 60 psf 10 psf RAFTERS HAVING SLOPES GREATER THAN 3 ON 12 WITH L/180 NO FINISHED CEILING ATTACHED TO RAFTERS RR905.2.5 FASTENERS.FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS,MINIMUM 12 -��OF ��=�=�~ GAGE[O�1O5 INCH(2.G7nnm)]SHANK WITH 4MINIMUM 3/8-INOH(l5mm)DIAMETER HEAD, \5TMP.1057OrA LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND AMINIMUM OF (19.1mm)INTO THE ROOF SHEATHING.WHERE THE ROOF SHEATHING |S LESS THAN 3/4 INCH(19.1mm)THICK,THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING.FASTENERS SHALL COMPLY WITH ASTMF1GS7. DIAGONAL BOARD SHEATHING RR9O5��ATTACHKxENT ��PHALT�H|N�LES�HALLHAVETHE�|N|�U� NV�B�R FASTENERS BYTHEKo�NVFA�TURER.F�RNDR�ALApPUOAT|ON. ��l���Q�����0��N� . � . _ REQUIRED ��Q����8F�FN���� ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE. I"X:10"OR WIDER 3-8D 3-10D PER SUPPORT VVH[RE THE ROOF SLOPE EXCEEDS 2O UNITS VERTICAL|N12 UNITS HORIZONTAL(20�±2) �P��|AL�ETHODS�FFASTEN|NGARERE�U|RED� ' . DETAILS 0i 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CEMTER AT THE �������� EXCEPTION:ASPHALT STRVPSHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE WHERE THE ROOF IS IN ONE OF THE PANEL FOLLOWING CATEGORIES: HIGHER SHEAR NAILING REQUIREMENTS FOR ����N�UCN�NN� �� 1. THE BASIC VV|NDSPEED PER FIGURE RR3U1.2(4)|S14O MILES PER HOUR(1T7hm/h)OR GREATER AND THE EAVE|S 20FEET v���Q�UC����lLN~ DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES,SHALL BE USED TO) MAINTAIN STAIRS 40 psf 10 psf EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES H/120 (G0SGmm)VR HIGHER ABOVE GRADE. THE LOAD PATH. 1 N�TE ���PANL�NQTH H~SPANHE|GHT 2 THE8AS|OVV|N�SPEEDPERF|�URERR3U1�(4)|S14O�|LE6P�RH�UR(193hm/h)�R�R�ATEM� . . 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULAITED NUMBER OF o FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS H[RUV THE WIND LOAD SHALL BE PERMITTED T0gE TAKEN ASO7T|�ESTHE�0�P�NENTAND 3 PEC|��VV|N�ZOmESPERR��RERR3O1.�(4) . ADJUSTMENTS AS PER FIGURE R301.2(5)OF THE 2020 CLADDING(ASD)LOADS OBTAINED FROM TABLE R3O1�(2). 3.CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMIITTED,CHECK INTERNATIONAL RESIDENTIAL CODE) 15 psf for cath b DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM BOARD FINISH AS NOTED IBC FOR ADDITIONAL REQUIREMENTS. L SHALL 8E LIMITED TOAN ALLOWABLE DEFLECTIONS OFH/18D. FASTENERS FOR ASPHALT ROOF SHINGLES MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS :13 (REFER TO TABLE R301.5 OF THE INTERNATIONAL RESIDENTIAL CODE) COPYRIGHT OWNERSHIP AND USE OF DOCUMENTS: ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRTTTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF NO WORK TO COMMENCE CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED ARCHITECT,AND THE SAME OR ANY PARTTHEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO DRAWINGS SUBMITTED FOR DESIGN PROFESSIONAL STATE THAT TO THE REST OF MY DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART POR ANY OTHER PROJECTS OR UNTILL BUILDING PERMIT IS KNOWLEDGE,BELIEF ANDI�ROFESSIONAL JUDGEMENT,THESE MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY BUILDING PERMIT PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT's AUTHORIZED BY CONTRACT,WITIHOUT THE SPECIFIC WRITTEN RECEIVED SECTION R105.2.2 OF THE 2020 NYS ECCC. WORK,WITHOUT ARCHITECT's WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. Um ENERGY NOTES: AIR SEALING AND INSULATION 1. ALL CONSTRUCTION SHALL COMPL'.Y WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION CODE.THE AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO DETERMINE BUILDING ENVELOPE AIR TIGHTNESS AND INSULATION INSTALLATION SHALL BE DEMONSTRATED TO COMPLY WITH ONE OF THE AND ENERGY EFFICIENCY PROGRAIM TO EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. FOLLOWING OPTIONS GIVEN: " 2. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED.CERTIFICATE SHALL COMPLY WITH IRC N1101.14 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA ��� 3. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHER STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION OIN THE SURROUNDING SURFACES. 1. AIR BARRIER AND THERMAL BARRIER , 4. INSTALLATION -THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN 1.1. EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED WALLS IS INSTALLED IN SUBSTANTIAL CONTACT AND ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, CONTINUOUS ALIGNMENT WITH BUILDING ENVELOPE AIR BARRIER. ' AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. 1.2. BREAKS OR JOINTS IN THE AIR BARRIER ARE FILLED OR REPAIRED. 5. TESTING - BUILDING OR DWELLING!UNIT SHALL BE TESTED AND VERIFIED HAVING LESS THAN OR 1.3. AIR-PERMEABLE INSULATION IS NOT USED AS A SEALING MATERIAL. "' µM EQUAL TO 3 ACH50 IN CZ 4A.5.6A,.TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. 1.4. AIR-PERMEABLE INSULATION IS INSIDE OF AN AIR BARRIER. 6. DUCTS-SUPPLY AND RETURN DUCTS IN ATTIC SHALL BE INSULATED TO A MINIMUM OF R-8 @ 3" OR GREATER IN DIAMETER,AND R-16 @ DUCT LESS THAN 3" IN DIAMETER. 2. CEILING/ATTIC 7. DUCT SEALING- DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. 2.1. AIR BARRIER IN ANY DROPPED CEILING/SOFFIT IS SUBSTANTIALLY ALIGNED WITH INSULATION AND ANY GAPS 8. DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED ARE SEALED. THIRD PARTi'. 2.2. ATTIC ACCESS (EXCEPT UNVENTED ATTIC), KNEE WALL DOOR,OR DROP DOWN STAIR IS SEALED. 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. 10. MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS> 105 F DEGREES OR< 55 F DEGREES 3. WALLS SHALL BE INSULATED WITH R-3 MINIMUM. 3.1. CORNERS AND HEADERS ARE INSULATED. 11. MECHANICAL VENTILATION -SHALL MEET THE REQUIREMENTS OF THE IRC/IMC 3.2. JUNCTION OF FOUNDATION AND SILL PLATE IS SEALED. 12. EQUIPMENT SIZING -PER ACCA MANUAL S,BASED ON LOADS CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER. 4. WINDOWS AND DOORS s, ! 13. LIGHTING-A MINIMUM OF 75%OF PERMANENTLY INSTALLED FIXTURES MUST HAVE HIGH-EFFICACY 4.1. SPACE BETWEEN WINDOW/DOOR JAMBS AND FRAMING IS SEALED. "" `!"T. LAMPS ,J € CEILING GYPSUM BOARD PE L 14. ALL HVAC PLUMBING & ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 ENERGY 5. RIM JOISTS � g � AS AIR BARRIER �, ,1 Yz. RESIDENCE EFFICIENCY,INTERNATIONAL MECHANICAL CODE,INTERNATIONAL ENERGY CONSERVATION CODE.IT 5.1. RIM JOISTS ARE INSULATED AND INCLUDE AN AIR BARRIER. l . .�`' - CONTtNut�uS BEAD cFIALANT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE DESIGN, CONTINUOUS BEAD OF SEALANT ��� CALCULATIONS, DRAWINGS,WRITTEN STATEMENTS OF THE MECHANICAL AIR CONDITIONING, 6. FLOORS (INCLUDING ABOVE-GARAGE AND CANTILEVERED FLOORS) VENTILATION HEATING SYSTEMS(INEW ) EXISTING OR UPGRADED STAMPED BY A PROFESSIONAL 6.1. AIR BARRIER CRITERIA-THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED EDGE OF INSULATION. I; 985 TRACK AVE 1' ___._.CONTINUOUS MINIMAL EXPANDING " " F CUTCHOGUE NY 11935 ENGINEER IF REQUIRED BY THE OVWNER OR BUILDING DEPARTMENT. 6.2. INSULATION INSTALLATION CRITERIA- FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED TO MAINTAIN 1, I E _1_..._____.._ 15. ADDITIONS,ALTERATIONS OR RENOVATIONS SHALL COMPLY WITH IECC 2020 UNALTERED PORTIONS PERMANENT CONTACT WITH THE UNDERSIDE OF SUBFLOOR DECKING,OR FLOOR FRAMING CAVITY INSULATION FOAM AT WINDOW PERIMETER PATE; 04/2026 1=1 sr, T F;", 3525011 OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH THIS CODE. SHALL BE PERMITTED TO BE IN CONTACT WITH THE TOP SIDE OF SHEATHING OR CONTINUOUS INSULATION INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND EXTENDS FROM THE BOTTOM TO THE TOP OF ALL }I.L -'-.WINDOW UNIT AS AIR BARRIER '� ' t t1;1�1 ; r 16. MINIMUM 0I11 PROGRAMMABLE TIHERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING J:; AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS. PERIMETER FLOOR FRAMING MEMBERS ' 1 SUBMIT FOR BUILDING PERMIT 102825 r► AMMEND BUILDING PERMIT 04/2026 in 17. ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE / ,F CONTINUOUS MINIMAL EXPANDING r' o WITH TABLE R402.4.1.1.APPLY A FRESH BEAD OF CAULK TO THE TOP AND BOTTOM PLATE 7. CRAWL SPACE WALLS I i FOAM AT WINDOW PERIMETER protect Title; o modal Residence IMMEDIATELY PRIOR TO INSTALLINIG INTERIOR GYPSUM WALL BOARD. 7.1. INSULATION IS PERMANENTLY ATTACHED TO WALLS. Energy Code: 2021 IECC 7.2. EXPOSED EARTH IN UNVENTED CRAWL SPACES IS COVERED WITH CLASS I VAPOR RETARDER WITH OVERLAPPING ..... CONTINUOUS BEAD OF SEALANT Location: Cutchogue,New York JOINTS TAPED. 'A �r + Construction Type: Single Family .,TE. BUILDING THERMAL ENVELOPE °; . ' Project Type: Addition 1.THE CONTRACTOR SHALL VERIFY ALL 8. SHAFTS,PENETRATIONST. ,. I CONTINUOUS BEAD OF ADHESIVE Project Sub Type: None EXISTING AND PROPOSED CONDITIONS ON ' r Glazing Area: 25% THE CONSTRUCTION DOCUMENTS WITH 8.1. DUCT SHAFTS,UTILITY PENETRATIONS,KNEE WALLS AND FLUE SHAFTS OPENING TO EXTERIOR OR .� ' Climate zone: 4a(ss72 HDDI r THOSE AT THE SITE.ANY DISCREPANCIES THE BUILDING THERMAL ENVELOPE SHALL BE DURABLY SEALED TO LIMIT INFILTRATION.THE SEALING UNCONDITIONED SPACE ARE SEALED. - ' ' - -CONTINUOUS BEAD OF SEALANT MUST BE BROUGHT TO THE ATTENTION OF METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND Project ric false R THE ARCHITECT PRIOR TO COMMENCING ''^• Y,�;%• All Electric: false �-°-"` ` CONSTRUCTION.THE CONTRACTOR SHALL CONTRACTION.THE FOLLOWING SHALL BE[CAULKED,GASKETED,WEATHERSTRIPPED OR OTHERWISE SEALED 9. NARROW CAVITIES `% __•-_-.___'-•••__' '--•--_ _ _ is Renewable: false BE RESPONSIBLE FOR DISCREPANCIES WITH AN AIR BARRIE13 MATERIAL,SUITABLE FILM OR SOLID MATERIAL: 9.1. BATTS IN NARROW CAVITIES ARE CUT TO FIT,OR NARROW CAVITIES ARE FILLED BY SPRAYED/BLOWN � � - � Has Battery; false NOT REPORTED TO THE ARCHITECT ONCE t Has Charger: false WORK HAS COMMENCED,EXCEPT FOR INSULATION. Has Heat Pump false HIDDEN CONDITIONS WHERE APPLICABLE. 1. ALL JOINTS, SEAMS AND PENETRATfIONS. 2.PROVIDE WOOD BLOCKING IN WALL 2. SITE-BUILT WINDOWS, DOORS AND SKYLIGHTS. 10. GARAGE SEPARATION V, FRAMING FOR ALL ACCESSORIES Construction Site: Owner/Agent; Designer/Contractor: 3. OPENINGS BETWEEN WINDOW ANE)DOOR ASSEMBLIES AND THEIR RESPECTIVE JAMBS AND FRAMING. 10.1. AIR SEALING IS PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. i"" �"+►a INCLUDING T PAPER HOLDERS,S TOWEL HE SHELVING ',-CEILING GYPSUM BOARD 985 TRACK AVE Tor 6 Lena Opedal pAVID MARTINS BARS,TOILETPAPER HOLDERS,SHELVING 4. UTILITY PENETRATIONS. I; AS AIR BARRIER CUTCHQGVE,NY 11935 8 RIVER TER 18 MIDTOWN RD ATTACHMENT,ROBE HOOKS,GRAB BARS, 5. DROPPED CEILINGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE. 11. RECESSED LIGHTING 646-64NEW O9315RK, y 10282 CARLE PLACE,NARCHITECTS Y 11514 ETC. 6. KNEE WALLS. 11.1. RECESSED LIGHT FIXTURES ARE AIR TIGHT,IC RATED,AND SEALED TO DRYWALL. Y`°- CONTINUOUS BEAD OF SEALANT LATQRPED01@PM.ML 631-332-3021 *.;� dmCaarchitectsmad.com 3.NO WORK TO COMMENCE UNTIL A 7. WALLS AND CEILINGS SEPARATING A GARAGE FROM CONDITIONED SPACES. EXCEPTION-FIXTURES IN CONDITIONED SPACE. a ; CONTINUOUS BEAD OF SEALANT BUILDING PERMIT IS ISSUES. 8. BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS. F` 4.THESE PLANS COMPLY WITH THE 2020 9. COMMON WALLS BETWEEN DWELLING UNITS. 12. PLUMBING AND WIRING ; i INTERNATIONAL ENERGY CONSERVATION 10. ATTIC ACCESS OPENINGS. 12.1. INSULATION IS PLACED BETWEEN OUTSIDE AND PIPES.BATT INSULATION IS CUT TO FIT AROUND WIRING AND I --' CONTINUOUS MINIMAL EXPANDING CODE. 11. RIM JOIST JUNCTION. PLUMBING,OR SPRAYED/BLOWN INSULATION EXTENDS BEHIND PIPING AND WIRING. FOAM AT WINDOW PERIMETER Envelope Assemblies I OTHER SOURCES OF INFILTRATION. j Prop. Req. 13. SHOWER/TUB ON EXTERIOR WALL j '9. _ f WINDOW UNIT AS AIR BARRIER Assembly Cross Area or Cavity Cont. u- u- prop. Req. 13.1. SHOWERS AND TUBS ON EXTERIOR WALLS HAVE INSULATION AND AN AIR BARRIER SEPARATING THEM FROM Perimeter Rt value R-Value Factor/ Factor/ uA uA I F-Factor F-Factor THE EXTERIOR WALL. f --.CONTINUOUS MINIMAL EXPANDING ° $. Ceiling: Flat Ceiling or 440 3&0 0.0 0.030 0,024 13 11 FOAM AT WINDOW PERIMETER Scissor Truss I o " 14. ELECTRICAL/PHONE BOX ON EXTERIOR WALLS Floor;All-Woad joist/Truss 440 30.0 0,0 0.033 0.047 15 21 14.1. AIR BARRIER EXTENDS BEHIND BOXES OR AIR SEALED-TYPE BOXES ARE INSTALLED. wall:wood f rame, 16" 500 zx.0 0.0 a.o52 o.o4s 21 x7 CONTINUOUS BEAD OF SEALANT Window 2:Wood Frame 51 0.270 0.300 14 15 15. COMMON WALL ": ' v SHGC:0,29 u 15.1. AIR BARRIER IS INSTALLED IN COMMON WALL BETWEEN DWELLING UNITS. - - CONTINUOUS BEAD OF ADHESIVE Door 2:Glass poor(aver 76 0.z7o 0,30© 21 23 • § .. 50%glazing) - SHGC:0.29 16. HVAC REGISTER BOOTS ,.•.- .CONTINUOUS BEAD OF SEALANT 16.1. HVAC REGISTER BOOTS THAT PENETRATE BUILDING ENVELOPE ARE SEALED TO SUBFLOOR OR DRYWALL. I } =S '``` ; R,_"_• .. .,+ ,4:=.aY"- ;;,, .I: ;> . ,-,e.= J,4,st F $e w.-.;d,„ w»,k•.g a! ,.,M-"f ..:,z, .t .,t,.a. $.tS'° ° ' g 7. FIREPLACE ' 17.1. FIREPLACE WALLS INCLUDE AN AIR BARRIER. The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. it DOES I -;E NOT provide an estimate of energy use or cost relative to a minimum-code home. - � - a ' t f F nr r:s r} n r rrh;�r t^ it I,M1: ^r,, a:a r,- +r.I. rr �Mf r I "9`I� f ° - - ., i f , 0., e ., .�r r• nn� pr r"" rc•� r7 ,n 7^ n rw w,� � r T r 1l I j �3 AIR SEALED WALL JOINTS TESTING OPTION '' i ,, I' „ r itr '"•.It'€'"1 t r a?, ft`I ft-r,re`=t Y`j+`5 f `�f�.,�r.,i rt,°r.�,.F,. ",t 3S-a+`� '��`F}ft s, ``� - CONTINUOUS BEAD OF SEALANT .s,�c� L /�,►;, BUILDING ENVELOPE TIGHTNESS AND INSULATION INSTALLATION SHALL BE CONSIDERED ACCEPTABLE WHEN TESTED AIR .....__CONTINUOUS SILL SEALER . LEAKAGE IS LESS THAN SEVEN AIR CHANGES PER HOUR ACH WHEN TESTED WITH A BLOWER DOOR AT A PRESSURE OF 33.5 The proposed building design described here is consistent with the building plans,specifications,and Other calculations -FULL WIDTH OF MUDSILL submitted with the permit application.The proposed building has been designed to meet the 2021 IECC requirements in r `: �p , `.F/\ .r s h e Pe aPP e P P u 9 9 e q PSF(50 PA).TESTING SHALL OCCUR AFTER ROUGH IN AND AFTER INSTALLATION OF PENETRATIONS OF THE BUILDING ENVELOPE, ; <;, •;J ! REScneck-Web and to comply with the mandatary requirements listed in the REScheck Inspection Checklist. INCLUDING PENETRATIONS FOR UTILITIES, PLUMBING, R '+ ✓ r ` ^ o41714 d- U S, LU G,ELECTRICAL,VENTILATION AND COMBUSTION APPLIANCES. , . FOUNDATION WALL AS AIR BARRIER OF DURING TESTING ; CONCRETE SLAB Ht AS AIR BARRIER �ri�ls_ Aoc.>I+�DAMP Name -Title T ignature 3 Date 1. EXTERIOR WINDOWS AND DOORS,FIREPLACE AND STOVE DOORS SHALL BE CLOSED,BUT NOT SEALED; AIR SEALING/ 2. DAMPERS SHALL BE CLOSED,BUT NOT SEALED, INCLUDING EXHAUST,INTAKE, MAKEUP AIR, BACKDRAFT AND FLUEAIR BARRIER :'' °,0q• ' 'f` \ f DAMPERS; E > :� w- ,.`� 3. INTERIOR DOOR HA ..., '. , . ; "#{` <, .. S SHALL BE OPEN; °`f �e DETAILS w '""� ,: '. , ,• ' e. ' ;t ," 4 4. EXTERIOR OPENINGS FOR CONTINUOUS VENTILATION SYSTEMS AND HEAT RECOVERY VENTILATORS SHALL BE CLOSED AND SEALED; ECHEC 5. HEATING AND COOLING SYSTEM(S)SHALL BE TURNED OFF; TYPICAL AIR SEALING DETAILS RESCHECK LED;AND n S"ALE: AS NOTED 6 HVAC DUCTS SHALL NOT BE SEA L w > ' 7. SUPPLY AND RETURN REGISTERS SHALL NOT BE SEALED. _ _W VISUAL INSPECTION OPTION BUILDING ENVELOPE TIGHTNESS AND INSULATION INSTALLATION SHALL BE CONSIDERED ACCEPTABLE WHEN THE ITEMS LISTED COPYRIGHT© OWNERSHIP AND USE OF DOCUMENTS: 0. IN TABLE 402.4.2,APPLICABLE TO THE METHOD OF CONSTRUCTION,ARE FIELD VERIFIED.WHERE REQUIRED BY THE CODE 11 ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN N IN TRUMENTS F DUCT SEALING REQUIREMENTS OFFICIAL,AN APPROVED PARTY INDEPENDENT FROM THE INSTALLER OF THE INSULATION SHALL INSPECT THE AIR BARRIER AND DRAWINGS AND S SERVICE, ,ARE S, S S H NO WORK TO COMMENCE I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE d DRAWINGS SUBMITTED FORDESI ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO INSULATION. U NTI LL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL, STATE THAT TOJUDGEMENT,THEBEST OF MY DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR BUILDING PERMIT PLANS AND,BE SPECIFICATIONS ARE IN COMPLIANCE WITH MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN RECEIVED SECTION R105.2.2 OF THE 2020 NYS ECCC. WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DPAWN BY: DM OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY ,.,... AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. 7771 Nh l�`"� Y6 COPYRIGHT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE 77 DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY 411 " r-€ w� .. MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ( 485 Track Ave PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S ?; T WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. 99S Tiraek Ave ENERGY CODE COMPLIANCE STATEMENT I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY 9 KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH SECTION R105.2.2 OF THE 2020 NYS ECCC. i8 Red) NO WORK TO COMMENCE UNTILL BUILDING PERMIT IS RECEIVED SUBMITTED KEY PLAN DRAWINGSBUILDING PERMIT FOR PEDAL RESIDENCE 985 TRACK AVE CUTCHOGUE NY 11935 24.0\ c*TT 0412026 22.0 N 45 O17/20 E 2o.e 1� . 7I T>�n)rr;I'� 3525011 1 SUBMIT FOR BUILDING PERMIT 1112025 \ 20 0 POOL. CODE FENCE ^AMMENDBUILDINGPERMIT 0"2026 O Lu \ V U \ of w EXIST OUTD OR \ e I 4 11 0 SHOWER \ 1.THE CONTRACTOR SHALL VERIFY ALL ° \ I EXISTING AND PROPOSED CONDITIONS ON \ EXISTING 1 CAR \ \ THE CONSTRUCTION DOCUMENTS WITH LiJ \ ( ) ON-G�IRADE PAVED ` THOSE AT THE SITE.ANY DISCREPANCIES EXTEND EXISTING p \ GARAGE = POOLS PATIO \1 1� I O MUST BE BROUGHT TO THE ATTENTION OF O DRIVEWAY M \ \ O THE ARCHITECT PRIOR TO COMMENCING (325 SF COVERAGE) \ I CONSTRUCTION.THE CONTRACTOR SHALL 24.0 _ _ _ _ - _ _ ®.. _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � BE RESPONSIBLE FOR DISCREPANCIES \ BUILDING ENVELOPE O NOT REPORTED TO THE ARCHITECT ONCE O \ I I WORK HAS COMMENCED,EXCEPT FOR 1 } / 23.75 3.5 ate\ \\ I I 1 O HIDDEN CONDITIONS WHERE APPLICABLE. 0 35.11 FRONT 0 I \ \ 1 23.5 I I 2.PROVIDE WOOD BLOCKING IN WALL SETBACK (PORCH) - - --I - 22.75\ \\ \ I FRAMING FOR ALL ACCESSORIES \ INCLUDING BUT NOT LIMITED TO:TOWEL 0 3.3E NEW SIDE YARD \ \ 21.5 ' I I BARS,TOILET PAPER HOLDERS,SHELVING NEW FRONT PORCH - I I 1 ATTACHMENT,ROBE HOOKS,GRAB BARS, AND STEPS (20 SF) 0 _ MUDROOM/ LIVING ' \ I -GROUND VINYL I O I I I Erc. o RM ADDITION (440 SF) POOL(840 SF CO 00 00 I 3.NO WORK TO COMMENCE UNTIL A 3.3 TA 027'56 F.F. TA �I �\ OVERAGE) I 2 05 N I I Z BUILDING PERMIT IS ISSUES. NEW FRONT STEPS 1 I I w 4.THESE PLANS COMPLY WITH THE 2020 0 NEW REA�DECK I I MH U_ 24.10 23.5' 23.0 i (253 SF) \ i I I O O LU I CODE.INTERNATIONAL ENERGY CONSERVATION EXISTING FRONT WALKWA`0 1 0 1 \\ I I I J °U \ I g O 0 I , EXISTING 2 STORY ��\ Lij 22 Q I , _ - - o UJ i ; 0 5.b WOOD FRAME - - - _ I w o I DWELLING (898 SF H ` wl w I H 0 C° COVERAGE) EXIS'k SEPTIC 120•0 K I MAXIMUM FLOOR AREA O I EXISTING FRONT o I GROUND FLOOR = 898 SF F TANK\ I -1 GROUN FL ADD. = 440SF PORCH (30 SF) 25 41 027.56 F.F. ` I I 0 SECOND FLOOR = 702 SF Im Lo TOTAL FLOOR AREA -2,040 SF 37.0E FRONT I EXISTING REAR \ I O I YARD COVERED \ I LOT COVERAGE CALC. 0 1 SETBACK (DWELLING) I LOUNGE PORCH \ I 104.75E GROUND FLOOR 898 SF I (305 SF)i �\o REAR SETBACK ADDITION = 440SF FRONT PORCH 1 = 30 SF I Q 23.60 T \O I (DWELLING) s ' FRONT PORCH 2 = 20SF 24,86 oL EXIST C�LLAR ACCESS REAR PORCH = 305SF U U 24.0 SECTION: 137 NOTE: IN-GROUND POOL = 840 SF STAIRS _ _ _ _ _ _ _ _ _ ��. _ _ _ _ ... _ THE INFORMATION USED FOR THIS DETACHED GARAGE= 325 SF 1 = _ .� .." _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ® _ BLOCK: 1 SITE PLAN WAS OBTAINED REAR DECK = 253 SF W O / BUILDING ENVELOPE / I EXISTING POOLS p a R� (n a / lO (SEE SURVEY ATTACHED)DIRECTLY FROM THE SURVEY , ���� ��� EQUIPMENT LOT: 25 TOTAL LOTCOV. =3,111SF POOL CODE FENCE POOL CODE FENCE ZONING REQUIREMENTS FOR PRINCIPAL STRUCTURES IN ZONE "R-40" REQUIRED EXISTING/PROPOSED 22.0 / 24.0 / 120•0 a�►t7��LOT AREA 40,000 SF MIN *17,900 SF(EXISTING) �rF / / LOT WIDTH 150'MIN *100E(EXISTING) c� S 45 1 7'20" W 177.47 LOT DEPTH 175E MIN 177.47E(EXISTING) O FRONT SETBACK 35'MIN(PRIMARY) 37.0E(EXISTING DWELLING) 35.1'(PROP.FRONT PORCH) PROJECT I y SIDE SETBACK 10'MIN(PRIMARY) 15.5'(EXISTING)&31.5'(PROPOSED) 35'MIN(BOTH) 47.0'(PROPOSED) PLOT PLAN, AND REAR SETBACK 35'MIN 104.75'(EXISTING) LIVABLE FLOOR AREA 850 SF MIN 2,040 SF(PROPOSED) ZONING FLOOR AREA 2,100 SF+12.5%(5,550.5 SF) 2,040 SF(PROPOSED) 2,793.8 MAX ANALYSIS LOT COVERAGE 20%(3,580)MAX 3,111 SF(PROPOSED)pmr HEIGHT 35'MAX TO RIDGE(PEAKED) 24'-15/8"(EXIST)14'-7 3/4"(PROP) M I W 0 0 0 A D25'MAX TO RIDGE(FLAT) N/A Sf r!g: AS NOTED STORIES 21/2 STORIES 2 STORY(EXISTING) SKY PLANE 45D(STARTS AT 10'ABOVE COMPLIES:SEE ELEVATIONS NATURAL GRADE AT ALL POINTS PARALLEL OR ADJ.TO DWELLING) *EXISTING NON-COMPLIANT :I SITE PLAN ZONING INFORMATION A Ull 2 3 SCALE. 1L"=10'-0" rMfil"14 RY: DM ............. CONSTRUCTION LEGEND EXISTING CONSTRUCTION TO REMAIN c/.) EXISTING CONSTRUCTION TO BE REMOVED NEW 8"THICK POURED CONCRETE FOUNDATION WALL OVER NEW 8"THK X 16" WIDE CONCRETE FOOTING.5/8"X 12"LONG ANCHOR BOLTS 12" FROM CORNERS AND11 PLACED AT 36"D.C. NEW 2 X 6 WD STUDS @ 16"O.C.WITH 0"!,nw , _'.� .I 5/8"GYPSUM WALL BOARD ON INSIDE � AND 1/2"CDX PLYWOOD ON EXTERIOR. 26'-2" EXIST WOOD FRAME GROUND FLOOR 10'-0" EXIST DECK VINYL SIDING W/R-21 SPRAY FOAM INSULATION AT STUD CAVITY.SOLID 26'-2" EXISTING CONCRETE FOUNDATION WALL 1'-2 1/4"— 23'-9 1/2" REMOVE SIDE PORCH 1'-2 1/4" WOOD BLOCKING @ MIDPOINT OF STUDS TYP. 1'-2 1/4 23'-9 1/2" 1'-2 1/4" r'R[t PLAT! y I1 11 3'32111121 NEW 2 X 4 WD STUDS @ 16"O.C.WITH P", j1'ff1+= 5/8"GYPSUM WALL BOARD ON BOTH SIDES.SOLID WOOD BLOCKING @ I FF_ -71 Fr- DASHED LINE INDICATES MIDPOINT OF STUDS TYP. F_ L -il COLUMNS TO BE REMOVED DASHED LINE INDICATES R NEW 2 X 6 WD STUDS @ 16"O.C.WITH EXISTING FOUNDATION COLUMNS TO BE REMOVED 5/8"GYPSUM WALL BOARD ON BOTH 0 WALLS AND FOOTING TO SIDES.SOLID WOOD BLOCKING @ m REMAIN. 0 MIDPOINT OF STUDS TYP. FF F_ _7 7_ 7 CL I F_r R — Lu PRORrCT DASHED LINE INDICATES EXIST 0 OPEDAL STEPS TO BE REMOVED SIDE PORCH 13 4X4 WOOD POSTS ARE(2)2X4 WOOD POST C? C? NAILED TOGETHER OR STEEL COLUMN CNI CNI > UNEXCAVATED vi Tl 5_061 0 DOWN (SEE PLAN)Tl 11LJ DASHED LINE INDICATES n RESIDENCE Lu S E STEPS TO BE REMOVED DASHED LINE INDICATE DASHED LINE INDICATES L _J_ EXIST 2XIO RR WALL TO BE REMOVED WALL TO BE REMOVED C? 16"O.C.ABOVE &4 4X4 WOOD POSTS ARE(2)2X4 WOOD POST DASHED LINE NAILED TOGETHER OR STEEL COLUMN ABOVE 985 TRACK AVE < E > INDICATES STEPS TO (SEE PLAN) CUTCHOGUE NY 11935 BE REMOVED 04/2026 L _j L*21JJ I rr--- --,�F_ — I I F7 PE�IOVE 0 —DOOR WIDTH &HEIGHT//loxo0o C14 ptVICION FR I SUBMIT FOR BUILDING PERMIT 1012025 4> \\� 0 NEW DOOR, HARDWARE AND CASING 2 AMMEND BUILDING PERMIT 04/2026 _cT 4 1- EXIST(2)2XI0 ACQ ul- EXIST 2X8 FJ — WD BEAM FLUSH EXIST 16"D.C.ABOVE a. DASHED LINE INDICATES KITCHEN 0. 1 WALL TO BE REMOVED EXIST o< EXIST EXISTING FOUNDATION ir E Fl-03 MECH. RM EXISTING MECHANICAL— 0­ LAUNDRY WALLS AND FOOTING TO EXIST EQUIPMENT TO REMAIN AND 00= REMAIN. LIVING RM X0 BE PROTECTED DURING_ F602 EXISTING DOOR, HARDWARE AND CASING FO 0-1-1 CONSTRUCTION cy I FJ 072 0 1L z z 1.THE CONTRACTOR SHALL VERIFY ALL 0 < 0 I 0 >< EXISTING AND PROPOSED CONDITIONS ON X2 — — — — — — THE CONSTRUCTION DOCUMENTS WITH Li z I I I E'�'o z 1 ELEVATION NUMBER THOSE AT THE SITE.ANY DISCREPANCIES �;a MUST BE BROUGHT TO THE ATTENTION OF 0 0 EXIST 2X8 FJ EXIST 2X8 FJ 1� — - A300 DRAWING NUMBER THE ARCHITECT PRIOR TO COMMENCING ui Lu 16"O.C.ABOVE 16"D.C.ABOVE EXIST STEEL COLUMN WITH CONSTRUCTION.THE CONTRACTOR SHALL E BE RESPONSIBLE FOR DISCREPANCIES CONCRETE FOOTING TO 0 REMAIN. EXIST 2X8 FJ DETAIL NUMBER NOT REPORTED TO THE ARCHITECT ONCE z I I I z WORK HAS COMMENCED,EXCEPT FOR 0 161,D.C.ABOVE 0 0 FEJ 0 0 0 EXIST 0 0 z i —i DRAWING NUMBER HIDDEN CONDITIONS WHERE APPLICABLE. 0 EXISTING FOUNDATION 0 LL_ x 2 DINING RM z WALLS AND FOOTING TO REMAIN. z F-10-4] z 2.PROVIDE WOOD BLOCKING IN WALL W m FRAMING FOR ALL ACCESSORIES x z x 0 ol CEILING HEIGHT-SEE PLAN F_ LF—t w m INCLUDING BUT NOT LIMITED TO:TOWEL 0 ILL. BARS,TOILET PAPER HOLDERS,SHELVING I E EXIST COVERED (2)2X8 ML BEAM �c 0 w 0 -- (o ATTACHMENT,ROBE HOOKS,GRAB BARS, 1� 4— cy DINING 00- UNEXCAVATED UNFINISHED <0 Lu EXIST FRONT ETC. x< CELLAR 0 Ir ILL PORCH Lu ILL ce) 04 w L .10 (D co x CN 2 z 0 NO WORK 3.NO WORK TO COMMENCE UNTIL A Do_61 I < C; Rw p 0 0 BUILDING PERMIT IS ISSUES. I L L cn Lu IrT ILL==__==j_I (2)2X8 ML BEAM = cn U) 4.THESE PLANS COMPLY WITH THE 2020 CD x x INTERNATIONAL ENERGY CONSERVATION Lu EXIST w 0 c CODE. EXISTSLABON GRADETO REMAIN— EXIST 2XIO ACQ FJ c_y') E 4> BATHROOM 7 X 16"D.C.ABOVE It I W et m Efl Ll EXISTING INTERIOR EXIST STEEL COLUMN WITH WOOD FRAME CONCRETE FOOTING TO I I WALLS TO REMAIN. REMAIN. N/aZ / < (L o< cy V) 00 ir EXISTING FOUNDATION 5e 1EXIST X0 EXIST WALLS AND FOOTING TO X 2 BEIDROOM BEDROOM REMAIN. EXIST 2X8 FJ 1­m EXIST 2X8 FJ a NOTE 1: 0 F1706 16"O.C.ABOVE .6 16"O.C.ABOVE X Ln 1 ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO ui i'!': REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED e UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. EXIST II (2)2XI0 ACQ EXIST 2X8 FJ EXIST 2X8 FJ EXISTING FOUNDATION WALLS i WD BEAM FLUSH AND FOOTING TO REMAIN.] T- -T 16"D.C.ABOVE 16"O.C.ABOVE HEADER SCHEDULE x x 1,_ OPENING HEADER C4 C4 U) 7 T UP TO 4'-0" (2)2"X;8"WOOD rl E�',IST �X*T 4'-0"TO 6'-0" (2)2"X 10"WOOD < EXIST 2XI0 ACQ E 6'-0"TO 10'-0" (2)2"X 12"WOOD "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A LL PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER. f 00 'v 26'-2" EXIST WOOD FRAME GROUND FLOOR 10'-0" EXIST DECK SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS 4 26'-2" EXISTING CONCRETE FOUNDATION WALL 10'-0" EXISTING DECK FOUNDATION T T 361-2@1 DRAWINGS SUBMITTED FOR BUILDING PERMIT. NO 0071 WORK TO COMMENCE UNTIL PERMIT IS ISSUED FOUNDATION 2 CELLAR FLOOR DEMOLITION PLAN ROUND FLOOR DEMOLITION PLAN ................................. 1 SCALE: 114" 1'-0" SCALE: 1/4" f-0" ENERGY CODE COMPLIANCE STATEMENT CELLAR & GROUND I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL J UDGEM ENT,THESE FLOOR DEMOLITION PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH SECTION R105.2.2 OF THE 2020 NYS ECCC. PLANS COPYRIGHT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE FTAIF DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECTS WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. om CONSTRUCTION LEGEND E EXISTING CONSTRUCTION TO REMAIN AIR VENTILATION AREA: 1 SQ FT VENT REQUIRED PER 150 SQ.FT <R EXISTING CONSTRUCTION TO BE REMOVED 400 SQ.FT-2.67 SQ.FT VENT REQUIRED VENT-.89 SQ FT/VENT 3 VENTS REQUIRED �— NEW 8"THICK POURED CONCRETE "`v s` A ✓ PROVIDED 3 FOUNDATION WALL OVER NEW 8"THK X 16" " WIDE CONCRETE FOOTING.5/8"X 12" LONG 7'40" NEW FOUNDATION 23'-9 1/2"NEW FOUNDATION 14'-4 1/4" ANCHOR BOLTS 12" FROM CORNERS AND PLACED AT 36"O.C. ,: ate•' 3'-10 3/4" 8'-0" 8'-0" 3'-10 3/4" 11'-21/4" 3'-2" w INSTALL NEW 14" B1 NEW 2 X 6 WD STUDS @ 16"O.C.WITH mR NEW CORNER 4 10'-0 1/4" 1'-2" CONCRETE PIERS 48"DEEP 5/8"GYPSUM WALL BOARD ON INSIDE a;;NY+ HOLDOWN W/#5 REBAR AS ,. 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FLUSH BEAM IN FJ TO TOP OF c> tT FOUNDATION WALL 7 a I (3) 5 8"GYPSUM DWALL D BOARD ON BOTH i' — A400 X 2 10 C P2 / I R NOTE: N R N E SIDES.SOLID WOOD BLOCKING @ p NEW POURED CONCRETE 3 I ( Y ~ FOUNDATION WALLS AND z a U MIDPOINT OF STUDS TYP. A EXISTING FOUNDATION o I _ I w w FOOTINGS TO BE CONNECTED TO 04 Lu WALLS AND FOOTING E x Z EXISTING FOUNDATION AND �( 60 p m Q PE A o UNEXCAVATED TO REMAIN. FOOTINGS w/#4 REBAR @12"o.C. 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N CUTCHOGGE NY 11935 cV ON GRADE W/NEW 6MIL VAPOR N a �\� BARRIER BETWEEN SLAB AND FJ - 3 a 0 I - w ;e• • NEW R-30 BATTS INSULATION z 1 o - k x 3504/2026 11 X � Z� o o s¢I N< 3525011 CD I IN FLOOR CAVITY ABOVE 4 NEW 2X10 ACQ FJ N c N X E N m 04 DOOR WIDTH &HEIGHT �t� A400 16°D.C.ABOVE o a) N r t. DATE 3 ti SUBMIT FOR BUILDING PERMIT 10/2025 NEW DOOR, HARDWARE AND CASING 7 AMMEND BUILDING PERMIT 04/2026 1 4 _j Q EXIST(2)2X10 ACQ EXIST 2X8 FJ I WD BEAM FLUSH ZO 16"D.C.ABOVE w EXISTING DOOR, HARDWARE AND CASING ±aY;TFS; a.Z Q ( EXIST o a EXIST EXISTING FOUNDATION I 1 1.THE CONTRACTOR SHALL VERIFY ALL p EXISTING MECHANICAL p w WALLS AND FOOTING TO EXISTING AND PROPOSED CONDITIONS ON z ( MECH. RM EQUIPMENT TO REMAIN AND m m LAUNDRY REMAIN. THE CONSTRUCTION DOCUMENTS WITH p 001 BE PROTECTED DURING__ cx0 __\002 1 1 ELEVATION NUMBER THOSE AT THE SITE.ANY DISCREPANCIES ILL CONSTRUCTION �' ci E a MUST BE BROUGHT TO THE ATTENTION OF w NO WORK F w NO RK 0 a Ln Co \ c I o 0 I A300 DRAWING NUMBER THE ARCHITECT PRIOR TO COMMENCING / w X CONSTRUCTION.THE CONTRACTOR SHALL Z \� N W I BE RESPONSIBLE FOR DISCREPANCIES v I N o� I 1 DETAIL NUMBER NOT REPORTED TO THE ARCHITECT ONCE z I I WORK HAS COMMENCED,EXCEPT FOR w 3 A300 DRAWING NUMBER HIDDEN CONDITIONS WHERE APPLICABLE. N �t EXIST STEEL COLUMN WITH w E REMAIN.TE FOOTING TO E J 2.PROVIDE WOOD BLOCKING IN WALL EXIST 2X8 FJ 16"D.C.ABOVE a CEILING HEIGHT-SEE PLAN FRAMING FOR ALL ACCESSORIES 91_01, INCLUDING BUT NOT LIMITED TO:TOWEL in I I Z z BARS,TOILET PAPER HOLDERS,SHELVING u*) EXISTING FOUNDATION I O O WALLS AND FOOTING To Q Q ETC. NT,ROBE HOOKS,GRAB BARS, REMAIN. 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N w EXIST 2X8 FJ N'� EXIST 2X8 FJ a m 16"D.C.ABOVE w 16"D.C.ABOVE 3� I HEADER SCHEDULE EXIST(2)2X10ACQ OPENING HEADER EXISTING FOUNDATION WALLS I —WD BEAM FLUSH UP TO 4'-0" (2)2"X 8"WOOD AND FOOTING TO REMAIN. _ _ _ m— —�m — / w — — 4'-0"TO 6'-0" (2)2"X 10"WOOD --� I I O& o K I 6'-0"TO 10'-0" (2)2"X 12"WOOD rb<s p^ 1 N tun) N N "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. ' L F-*r-j-T ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A -_ _ PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. — — PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. E EXIST 2X10 ACQ PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER. V SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS ©�t" d <� LL DRAWINGS SUBMITTED FOR 71 26'-2" EXISTING CONCRETE FOUNDATION WALL 10'-0"EXISTING DECK FOUNDATION BUILDING PERMIT. NO Y 04471.4 WORK TO COMMENCE UNTIL OF 36'-2" PERMIT IS ISSUED ENERGY CODE COMPLIANCE STATEMENT I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED FOUNDATION / DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY KNOWLEDGE.BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN!COMPLIANCE WITH SECTION R105.2.2 OF THE 2020 INYS ECCC. CELLAR PROPOSED FOUNDATION / CELLAR FLOOR PLAN COPYRIGHT© 1 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN SCALE: 1 4"= 9'-O" CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE Cj 1°0 1/4"=T-0" DUPLICATED,DISTRIBUTED,DISCLOSED,,OR USED IN ANY __ .._.... .._.. . MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE ` PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. P � fg Y: DM CONSTRUCTION LEGEND E�— EXISTING CONSTRUCTION TO REMAIN �� f v f f `Rr EXISTING CONSTRUCTION TO BE REMOVED 2 q NEW 8"THICK POURED CONCRETE A200 FOUNDATION WALL OVER NEW 8"THK X 16" NEW 2 X 6 WD STUDS @ 16"O.C. W/ R-21 WIDE CONCRETE FOOTING.5/8"X 12" LONG " INSULATION IN STUD CAVITY.SOLID WOOD ANCHOR BOLTS 12" FROM CORNERS AND fi " BLOCKING @ MIDPOINT OF STUDS TYP. PLACED AT 36"O.C. 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' B1 J W2 w2 W2 B1 VINYL SIDING W/R-21 SPRAY FOAM INSULATION AT STUD CAVITY.SOLID WOOD BLOCKING @ MIDPOINT OF 61 _ 6'-1 1/2"—p NEW(2)2X8 ML HEADER 16'_0" STUDS TYP. t,>+In ;: n N NEW 4X4 WOOD WOOD DECKING OVER N M 3'-0" 5'-0" ��^ PO T DOW ACQ FLOOR JOISTS - \ ;' "': 'T'dlj ' '�-� --'�.-.� /\ � � NEW 2 X 4 WD STUDS @ 16"O.C.WITH 2'-3" 2'-9" o I • SIMPSON METAL - 8 P1 5/8"GYPSUM WALL BOARD ON BOTH 1 I BRIDGING @ 1/3 SPAN CDN SIDES.SOLID WOOD BLOCKING @ O � ABOVE TYP - \ A400 8/5 cn ,� -I- � MIDPOINT OF STUDS TYP. 1 'q NEW 36"TALL HANDRAIL Z A4OO _ �EW I cy) /GUARDRAILS Z NEW 2 X 6 WD STUDS @ 16"O.C.WITH o - ~ ML ROOM NEW 2X4 WOOD STUDS @ o P2 5 8"GYPSUM WALL BOARD ON BOTH 16"O.C.INTERIOR WALL Y / Q = (2> 8 00 W W Q SIDES.SOLID WOOD BLOCKING @ - NEW R-38 BATTS - p w o a WOOD DECK STAIRS p w MIDPOINT OF STUDS TYP. --- - It TqINSULATION ABOVE TO BE w d -. mmw `i 00 NEW w 36Xb \ = RISERS 8 1/4"MAX AND w Q M • INSTALLED IN CAVITY €"'3FGT P1 -� 10"MIN TREAD TO DECK - � U. N FRON 00 AND STONE WALWKAY Q Q U L In w _ N PORC x i -�- NEW X ti 1 ® NAILED O TOGEOD THER OR STEEL COLUMN STS ARE(2) 2X4 WOOD POST 1 — � z 1t � LIVING RM' I a 5 —4R 8"_] — e\-I UP Oi M _ DOWN (SEE PLAN) RESIDENCE A300 � 101 3 — 3 � A300 Z vq (2)2 ul ZN;A D A400 W w 6X80 23.36 REQD.GLAZE Z ' CU TOM ENTRY 55.94 PROV.GLAZE 00 4X4 WOOD POSTS ARE(2) 2X4 WOOD POST 60 ~ D R TO BE P2 11.68 REQD.VENT _ 00 N o NAILED TOGETHER OR STEEL COLUMN ABOVE S ECTED BY 38.13 PROV.VENT \ 0 ER - - � N (SEE PLAN) 985 TRACK AVE a "v CUTCHOGUE NY 11935 \ �\ " _ \ STONE STAIRS 4_ W NEW 4X4 WOOD POST DOWN NEW 2 X 6 WD STUDS @ 16" 04/2026 RISERS 8 1/4"MAX - AND 10"MIN TREAD '_ �_ �' 'I " :1 '_ �� 1'-4 1/4" O.C. W/ R-21 INSULATION IN N p P a:I>C'N". 3525011 FD 1 4 1/4 5 11 CD �4 1/2 14 2 STUD CAVITY.SOLID WOOD \ 00 TO STONE PATIO rl X M BLOCKING @ MIDPOINT OF DOOR WIDTH &HEIGHT N I(EV3rgrr C'Tl STUDS TYP.� NEW 36"TALL HANDRAIL B1 B1 ti 1 SUBMIT FOR BUILDING PERMIT 1012025 /GUARDRAILS /-,M NEW DOOR, HARDWARE AND CASING 2 AMMIND BUILDING PERMIT 04/2026 DECORATIVE COMPOSITE NEW )2X8 ML BEA s COLUMNS WITH CENTER - 4X4 WOOD POST SEE E E P1 ------------------------ 6 STRAPPING DETAILS. EXIST ! EXISTING DOOR, HARDWARE AND CASING '^;.; tx> KITCHEN o 1.THE CONTRACTOR SHALL VERIFY ALL EXIST 103 i Lfr EXISTING AND PROPOSED CONDITIONS ON LIVING RM NO WORK THE CONSTRUCTION DOCUMENTS WITH ----i 1 ELEVATION NUMBER THOSE AT THE SITE.ANY DISCREPANCIES 102 I MUST BE BROUGHT TO THE ATTENTION OF 1 NO WORK 1 A300 DRAWING NUMBER THE ARCHITECT PRIOR TO COMMENCING A200 M i — A201 CONSTRUCTION.THE CONTRACTOR SHALL LCJ BE RESPONSIBLE FOR DISCREPANCIES (4E DETAIL NUMBER NOT REPORTED TO THE ARCHITECT ONCE EXIST 2X8 FJ EXIST 2X8 FJ WORK HAS COMMENCED,EXCEPT FOR 16"O.C.ABOVE 1s°o.c.AeovE DRAWING NUMBER HIDDEN CONDITIONS WHERE APPLICABLE. � 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES of EXIST �' � O 9,-p„ CEILING HEIGHT-SEE PLAIN INCLUDING BUT NOT LIMITED TO:TOWEL ILL `E Y U. BARS,TOILET PAPER HOLDERS,SHELVING In DINING RM w ATTACHMENT,ROBE HOOKS,GRAB BARS, o104 w O ETC. NO WORK 0: C7 _ E a 0 3.NO WORK TO COMMENCE UNTIL A E Lei BUILDING PERMIT IS ISSUES. a 3R 8" �. F EXIST COVERED Up EXIST FRONT i I i yi ; DINING4.THESE PLANS COMPLY WITH THE 2020 D PORCH l r UP 3@ s 5" I p INTERNATIONAL ENERGY CONSERVATION NO WORK I iR a 25" _ 107 CODE. D , ii NO WORK x C9 N ) I I I ` W N cm w EXIST �- o w E E BATHROOM ` c) - � 108 L+ M EXISTING INTERIOR \�' 1 ' NO WORK WOOD FRAME WALLS TO REMAIN. E I i � E i E NOTE I: �._ ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED EXIST EXIST BEDROOM BEDROOM UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. � 106 105 I NO WORK NO WORK HEADER SCHEDULE EXIST 2X8 FJ EXIST 2X8 FJ OPENING HEADER 16"O.C.ABOVE 16"O.C.ABOVE UP TO 4'-0" (2) 2"X 8"WOOD - 4'-0"TO 6'-0" (2) 2"X 10"WOOD 6'-0"TO 10'-0" (2) 2"X 12"WOOD "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. E¢X'! 6rMl ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. E PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. r t' PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER. '`` SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS Q DRAWINGS SUBMITTED FOR . ; rr; :: l BUILDING PERMIT. NO 041714 26'-2" EXISTING WD FRAME GROUND FLOOR 10'-0" EXISTING WD FRAME DECK WORK TO COMMENCE UNTIL OF I� PERMIT IS ISSUED of 2 ENERGY CODE COMPLIANCE STATEMENT PROPOSED A201 I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE GROUND FLOOR PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH SECTION R105.2.2 OF THE 2020 NYS ECCC. L AN PROPOSED GROUND FLOOR PLAN COPYRIGHT@ ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN SCALE 1 4"= 1'-O" CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SCALE; 1/4"'1'.U" DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY ....._..__.............-___........._......_ MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR'ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. "AWK GY: OM CONSTRUCTION LEGEND 2 E EXISTING CONSTRUCTION TO REMAIN " °` ' A200 ; . R r- EXISTING CONSTRUCTION TO BE REMOVED czn NEW 8"THICK POURED CONCRETE 3'-0 1/4" 3'-4" NEW 23'-5 1/2"NEW WD FRAME ROOF —9L'-4 1/4" 10'-0" FOUNDATION WALL OVER NEW 8"THK X 16" WIDE CONCRETE FOOTING.5/8"X 12"LONG ANCHOR BOLTS 12" FROM CORNERS AND PLACED AT 36"O.C. B1 NEW 2 X 6 WD STUDS @ 16"O.C. WITH NEW 4X4 WOOD 5/8"GYPSUM WALL BOARD ON INSIDE " b� POST DOWN AND 1/2"CDX PLYWOOD ON EXTERIOR. 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WITH 0 13 0— 1 0 P2 5/8"GYPSUM WALL BOARD ON BOTH W = r^1 _ NEW2XI0(AV pV A400 I w SIDES.SOLID WOOD BLOCKING @ �_ �R VAC(fy MIDPOINT OF STUDS TYP. ---- - -- - 0 I o a ` P 01EI T U. 0_ m I NEW 2X10 RIDGE IN aI _ 3 o I �}— 4X4 WOOD POSTS ARE(2)2X4 WOOD POST E L z �Z (o = w o � a i Ey w DOWN(SEE PLAN)NAILED TOGETHER OR STEEL COLUMN RESIDENCE 1 Z Zo ) 2X10 51 ovER W Z 1 0) V NEw cu — — — A300 rl - NEW ASPHALT ROOF SHINGLES o = NEW ASPHALT ROOF SHINGLES rl 4X4 WOOD POSTS ARE(2)2X4 WOOD POST OVER 30LB FELT AND ICE AND OVER 30LB FELT AND ICE AND NAILED TOGETHER OR STEEL COLUMN ABOVE WATER SHIELD WHERE REQUIRED WATER SHIELD WHERE REQUIRED 9$5 TRACK AVE N (SEE PLAN) 04 CUTCHOGUE NY 11935 rl ( _'; 04/2026 A400 A400 f{i IEE T t?'3. 3525011 zo X DOOR WIDTH&HEIGHT mr NEW 4X4 WOOD 00 POST DOWN € SUBMIT FOR BUILDING PERMIT 10/2025 NEW DOOR, HARDWARE AND CASING 7 AMMEND BUILDING PERMIT 04/2026 3 PITCH TA _ a� PITCH 04 Fi ti d' EXIST 2X6 C1 EXISTING DOOR, HARDWARE AND CASING NRTFS: 16"D.C.ABOVE 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON w = EXIST 2X6 RR THE CONSTRUCTION DOCUMENTS WITH 2 a 16 ELEVATION NUMBER THOSEAT THE SITE.ANY DISCREPANCIES "O.C.ABOVE 1 i)l O MUST BE BROUGHT TO THE ATTENTION OF 0 EXIST 2X10 RIDGE A300 DRAWING NUMBER THE ARCHITECT PRIOR TO COMMENCING 1 M cn M 1 CONSTRUCTION.THE CONTRACTOR SHALL A200 L0 w Lo A201 BE RESPONSIBLE FOR DISCREPANCIES O a 1 DETAIL NUMBER NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR O A300 DRAWING NUMBER HIDDEN CONDITIONS WHERE APPLICABLE. 2.PROVIDE WOOD BLOCKING IN WALL PITCH CEILING HEIGHT-SEE PLAN FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED T0:TOWEL U- BARS,TOILET PAPER HOLDERS,SHELVING 0 v ATTACHMENT,ROBE HOOKS,GRAB BARS, p: ETC. LL_ 0 Q v = w 3.NO WORK TO COMMENCE UNTIL A It EXIST 2X6 CJ Q ILL 0 a o w BUILDING PERMIT IS ISSUES. 4 d 16"O.C.ABOVE m e� F- N EXIST 2X10 RI GE O O { 4.THESE PLANS COMPLY WITH THE 2020 Z w EXIST 2X6 RR N FZ-- N INTERNATIONAL ENERGY CONSERVATION N p 16"O.C.ABOVE X CODE. ' o. N w X O w c0 e} O ;' EXIST 2X6 CJ M M 16"O.C.ABOVE EXIST 2X6 RR 16"O.C.ABOVE w = U o a NOTE 1: EXIST 2', RIDGE CV ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO N REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED ;t w UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. a PITCH PITCH CC HEADER SCHEDULE OPENING HEADER r UP TO 4'-0" (2)2"X 8"WOOD 4 PITCH PITCH � -- � �p 4;0;;TO 6'-0" (2)2;;X 1�0;�WOOD 6'-0"TO 10 0„ (2)2 X 12 WOOD "ML-(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. ENGINEERED LUMBER TO BE MICROLAMINATEID MEMBERS W/A PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. � yt ID A 1j PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. PROVIDE ONE JACK STUDS IF HEADER IS T-9"OR SMALLER. Itt+ SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS n`"J (yd 4 t S 5'-0" EXIST FRONT PORCH 26'-2" EXIST WD FRAME ROOF 10'-0" EXIST REAR PORCH j DRAWINGS SUBMITTED FOR �,�,�> ' 41'-2" BUILDING PERMIT. NO $^ $ .. WORK TO COMMENCE UNTIL �q� 0417�a PERMIT IS ISSUED OF ol A201 ENERGY CODE COMPLIANCE STATEMENT PROPOSED ROOF I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLAN PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH SECTION R105.2.2 OF THE 2020 NYS ECCC. PROPOSED ROOF PLAN COPYRIGHT© 1 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN SCALE 1 4"= 1'-O" CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SgCf DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: k DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE A PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR 9 PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS IMAD. a�sr `te =i DM CENTRAL AIR-CONDITIONING NOTES: POWER LEGEND AIR CONDITIONING TYPICAL THROUGHOUT.ALL 120 VOLT/15AMP DUPLEX OUTLET DUCTWORK TO BE INSULATED.AIR HANDLERS TO BE ON VIBRATION ISOLATORS. UNITS TO SPECIFIED BY HERS RATER(IF APPLICABLE).G.C.TO INSTALL s 1/2 SWITCHED 120 VOLT 15AMP WHOLE HOUSE ELECTRIC AIR CLEANERS IN ALL DUPLEX OUTLET SYSTEMS. GFCI 20 AMP/120 VOLT DUPLEX OUTLET 77REFER TO MANUAL D,J AND S FOR MECHANICAL DEDICATED GFCI PROTECTED SYSTEM SPECIFICATIONS(IF APPLICABLE). 20 20 AMP/120 VOLT DUPLEX OUTLET "y DEDICATED FLOOR TO BE FED VIA DUCT WORK MOUNTED ON CEILING (� Q 120 VOLT QUAD OUTLET-ONE OUTLET TO BE DEDICATED 20 AMP DUCTWORK DRAWN IS DIAGRAMMATIC AND IS TO BE 120/20 SIZED BY GENERAL CONTRACTOR. DUCTWORK TO BE 120 VOLT/20 AMP DEDICATED GFCI GFCI INSTALLED TIGHT TO CEILINGS HARDWIRE SUPPLY PLUMBING NOTES (h 120/15 120 VOLT/15 AMP DEDICATED HARDWIRE SUPPLY PLUMBING FIXTURES AND FITTINGS TO BE SPECIFIED BY OWNER.VERIFY STYLE, MANUFACTURE,AND 240 3o 220 VOLT 30 AMP DEDICATED I COLOR PRIOR TO ORDERING.G.C.TO PROVIDE HARDWIRE SUPPLY ALLOWANCES _ GC TO INSTALL 3/4 PEX SUPPLY LINES TYPICAL AND TM DIGITAL WALL THERMOSTAT BY"LUX" 1 PVC DRAIN AND VENT LINES. NO WET VETS ARE IF NEW COVERED PERMITTED.GC TO INSTALL NO-HUB BELOW SLABS. TELEPHONE JACK-HOME RUN TO LOUNGE G.0 TO VERIFY WITH BUILD DEPARTMENT MATERIALS OT OF PLUMBING TO BE USED. TELEPHONE PANEL 100 (CAT 3-4 PAIR) / INSPECTIONS: O CABLE TELEVISION JACK-HOME RUN ®®C® � TO TELEPHONE PANEL �"G G.C.IS SOLEY RESPONSIBLE FOR OBTAINING (RG-6 CABLE) PERMITS AND INSPECTIONS/SIGN OFFS FROM CM CABLE MODEM HOME RUN TO RESIDENCE \ J UNDERWRITERS. O TELEPHONE PANEL (CAT 5-4 PAIR WIRE) 1 GAS SUPPLY: � I BARBE UE RANGES WALL OVENS DRYERS RECESSED 4" LIGHT FIXTURE 985 TRACK C1ITCHOGUE NY Y 11935 GENERATOR AND ALL GAS FIREPLACES TO RUN ON PROVIDE LENS AT CLOSETS&TUBS rr i i o f� GAS.G.C.TO RUN IRON PIPE TO APPLIANCES. Qs SURFACE MOUNTED FIXTURE I`°• 04/2026 `M fl' 3525011 TV A=dl;:A WALL MOUNTED LIGHT FIXTURE r ,.r r>, r"TE II 1 SUBMIT FOR BUILDING PERMIT 10/2025 O CM 110 GFCI Q EXHAUST FAN TO EXTERIOR 7 AMMEND BUILDING PERMIT 04/2026 ----------- — — — WALL SWITCH 4 I ------------------------ CARBON 8ALARM DEVICE MONOXIDE 6 O SMOKE DETECTING EXIST s0 ,. KITCHEN o ALARM DEVICE N r 1.THE CONTRACTOR SHALL VERIFY ALL EXIST 102 EXISTING AND PROPOSED CONDITIONS ON LIVING RM NO WORK UC UNDER COUNTER LINEAR LITE.GC TO THE CONSTRUCTION DOCUMENTS WITH I----i INSTALL ON SEPERATE CIRCUIT THOSE AT THE SITE.ANY DISCREPANCIES 101 I MUST BE BROUGHT TO THE ATTENTION OF NO WORK NEW ELECTRIC PANEL TO INSTALLED THE ARCHITECT PRIOR TO COMMENCING — — — — ——--! — — — — CONSTRUCTION.THE CONTRACTOR SHALL ELEC AS NEEDED. PANEL TO BE MOUNTED PANEL IN METAL STUD CAVITY OR'TO BE RESPONSIBLE FOR DISCREPANCIES 4"WOOD PANEL ON NOT REPORTED TO THE ARCHITECT ONCE 24"X48"X3 / WORK HAS COMMENCED,EXCEPT FOR CONCRETE WALL HIDDEN CONDITIONS WHERE APPLICABLE. 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES EXIST H VAC LEGEND INCLUDING BUT NOT LIMITED TO:TOWEL DINING RM BARS,TOILET PAPER HOLDERS,SHELVING 103 ETC. NT,ROBE HOOKS,GRAB BARS, A/C REGISTER ON CEILING NO WORK CR 3.NO WORK TO COMMENCE UNTIL A EXIST COVERED A/C REGISTER ON FLOOR BUILDING PERMIT IS ISSUES. EXIST FRONT I I I yix, DINING R 4.THESE PLANS COMPLY WITH THE 2020 PORCH iii107 INTERNATIONAL ENERGY CONSERVATION NO WORK iii / NO WORK TM DIGITAL WALL THERMOSTAT BY"LUX" CODE. IE] I I I _ ' SD � sD EXIST BATHROOM \� 104 NO WORK I i SD LN, EXIST EXIST BEDROOM BEDROOM 106 105 NO WORK NO WORK ENERGY CODE COMPLIANCE STATEMENT I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO THE IBEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONALJUDGIEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH w�0 A Fj SECTION R105.2.2 OF THE 2020 NYS E',CCC. NOTE 1: ELECTRICIAN TO WIRE ALL DEVICES AND EQUIPMENT TO CODE. ELECTRICIAN TO VERIFY ALL POWER REQUIREMENTS AT ALL EQUIPMENT 5,�, 0 714 OF NOTE 2: Ph Rl uftGO - 2 SWITCHES FOR A LIGHT REQUIRES 2 3WAY ■ UND SWITCHES -3 OR MORE SWITCHES FOR A LIGHT REQUIRES 2 3 WAYS SWITCHES AND A FOUR WAY IN BETWEEN. CAN HAVE MANY FOUR WAY BETWEEN THE THREE ELECTRICAL WAYS. PROPOSED GROUND ELECTRICAL PLAN 1 COPYRIGHT @ PLAN SCALE 1/4"= 1'-0" ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE - ---••- ----•-• --- -- - - DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF 3 PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO r" BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DM CONSTRUCTION LEGEND �'F 1 ELEVATION NUMBER DRAWING NUMBER A300 1 DETAIL NUMBER A300 DRAWING NUMBER 9-0 CEILING HEIGHT-SEE PLAN .� L� NEW THIN STONE VENEER AND BLUESTONE CAP. � ��♦ — — — — — — — — — — - - - - - - - - �. �,� 16 A400 A400 LINE OF HURRICANE STRAPPING AS _ j{) 38 a,ll,•El,<,,,•aE, �t; DETAILED ON DRAWING A-003 AND 00 N O EXIST EXIST A-004(TYPICAL ON ALL ELEVATIONS) I I I I 1 •„ o� NEW ASPHALT SHINGLES OVER 30LB FELT.COLOR AND w U t]Q STYLE TO MATCH EXISTING I " - 36.23'SECOND F.F. p I I O o - - - - - - - - - - p -------- ....._____. c ♦ � I H NEW MAIBEC SIDING. U COLOR AND STYLE TO -`- '_ .%' - 00 MATCH EXISTING OPEDAL cr 0 i. \ 0 rl LL 00 NEW ANDERSON"400 - ' op 00 RESIDENCE 0 W SERIES"WINDOWS EXIST EXIST EXIST It c0 AND DOORS i g `< W4 \ �U1 EXIST EXIST EXIST zo DECORATIVE COMPOSITE O COLUMNS WITH CENTER � t 4X4 WOOD POST SEE it STRAPPING DETAILS. — -- _..M — - - - — 36X _ 1..= ,✓._ :_ I 27.56'GROUND F.F. Pf'"---T�. , .T A �.�._. 985 TRACK AVE q +.,,•' — _ _ _ — CtITGHQGEIE NY 11935 NEW THIN STONE VENEER I EXIST = 04/2026 AND BLUESTONE CAP. I 24.86'GRADE P( 1°=r F L 3525011 /77" �""� � prllllfflcll DATE ® e _— �" �- �_ �_ —02 1 SUBMIT FOR BUILDING PERMIT 10/2025 4.31'AVG GRADE NEW 36"TALL HANDRAIL /GUARDRAILS 4 NEW WOOD FRAME EXIST WOOD FRAMIE �RMMENDBUIEDINGPEflMIT oa/2ozs FRONT PORCH A400 FRONT PORCH 4 5 NEW ONE STORY WD FRAME ADDITION I EXISTING TWO STORY WOOD FRAME DWELLING G .................___.___._.__—.___-__ I L1r"C. 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON THE CONSTRUCTION DOCUMENTS WITH PROPOSED WEST ELEVATION THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF SCALE:1/4"-f-0" THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING ATTACHMENT,ROBE HOOKS,GRAB BARS, ETC. 3.NO WORK TO COMMENCE UNTIL A BUILDING PERMIT IS ISSUES. 4.THESE PLANS COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CODE. NEW THIN STONE VENEER AND BLUESTONE CAP. „ 3 13 12 Q 16" A4OO A400 LINE OF HURRICANE STRAPPING AS Ix EXIST EXIST DETAILED ON DRAWING A-003 AND - 1� LL A-004(TYPICAL ON ALL ELEVATIONS) Go ti NOTE 1: r I (O Z NEW ASPHALT SHINGLES OVER 30LB zO ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO { • FELT.COLOR AND STYLE TO MATCH it REMAIN TEMPORARY SUPPORTS T INSTALLED UNTIL NEWW R STRUCTURAL MEMBERS REINSTALLED. EXISTING U Q I —�36.23'SECOND F.F. _ _ _ - ` � •• - _ _ _ - W HEADER SCHEDULE U- I I Z OPENING HEADER z - - — — — — — — — — — — UP TO 4-0�� (2)`z.... $ DECORATIVE COMPOSITE COLUMNS WITH o T CENTER 4X4 WOOD POST SEE STRAPPING 4'-O"TO 6'-0" (2)2"X 10"WOOD DETAILS. 00 l a.,...,_ • :u....... 6-0 TO 10-0" (2)2 X 12 WOOD 8 O " t I1A " NEW ANDERSON"400 SERIES" 0 Ix _ W2 W2 W2 _ "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. WINDOWS AND DOORS d LL 00 A400 s § 00 N ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. `T' ,t §,. . ,. G+V �4 p 5 PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. [, NEW MAIBEC SIDING.COLOR AND STYLE PROVIDE ONE JACK STUDS IF HEADIER IS 3'-9"OR SMALLER. O NEW 36"TALL HANDRAIL I -, 1, } ( TO MATCH EXISTING SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS �E11"LHO 4lf�� +1 /GUARDRAILS t 1 C z & J, 27.56'GROUND F.F. DRAWINGS SUBMITTED FOR NEW 36"TALL HANDRAIL BUILDING PERMIT. NO fl /GUARDRAILS � Q#t714 24.86'GRADE WORK TO COMMENCE UNTIL ��q'T�..(7F PERMIT IS ISSUED 24.22'AVG GRADE NEW WOOD A400 NEW WOOD FRAME NEWAND BLUESTONE STONE AP. ENERGY CODE COMPLIANCE STATEMENT ®SE FRAME REAR DECK NEW ONE STORY WD FRAME ADDITION FRONT PORCH AND BLUESTONE CAP. 1 THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED ELEVATIONS DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY EXISTING TWO STORY WOOD FRAME DWELLING KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH SECTION R105.2.2 OF THE 2020 NYS ECCC. COPYRIGHT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSPROPOSED NORTH ELEVATION RCHITCT,ANDTHESITUTE THE SAMENAL ANY PAR THEE OF MAY RK OF ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE 2 DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY _ ......------ .. ..---.--. SCALE:1/4"-X-C" MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: f DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR 3 PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. CONSTRUCTION LEGEND dil ELEVATION NUMBER DRAWING NUMBER iN A% e� DETAIL NUMBER A300 DRAWING NUMBER NEW THIN STONE VENEER 0 AND BLUESTONE CAP. 9-0 CEILING HEIGHT-SEE PLAN 7, v /EXIST\ 13 LINE OF HURRICANE STRAPPING AS DETAILED ON DRAWING A-003 AND Ia. RD x 2," LL ti 0 co A-004(TYPICAL ON ALL ELEVATIONS) z 0 NEW ASPHALT SHINGLES 0 I ..... OVER 30LB FELT.COLOR AND STYLE TO MATCH EXISTING 0 It 36.23'SECOND F.F. LL 0 m 0 z 0 00 A400 OPEDAL 0 NEW MAIBEC SIDING. m 80 ',EXIST ILL ',E�IST COLOR AND STYLE TO 00 00 cli OP I . I I T w RESIDENCE MATCH EXISTING O • "400 NEW ANDERSON SERIES"WINDOWS 0 K8 -9JL:1 oa 4 F_ AND DOORS ,ZZ- 1 . i w)Itt 2 .56'GROUND F.F. EXI 985 TRACK AVE CUTCHOGUE NY 11935 IITL 04/2026 NEW 36"TALL HANDRAIL PPP,!rCT V!, 3525011 GUARDRAILS 24.22'AVG GRADE �7 7 SUBMIT FOR BUILDING PERMIT 10/2025 23.65'GRADE 2 AMMIND BUILDING PERMIT 04/2026 NEW WOOD 3 EXIST WOOD FRAME REAR PORCH DECK FRAMER EAR DECK A4004 EXISTING TWO STORY WOOD FRAME DWELLING NEW ONE STORY WD FRAME ADDITION T 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON THE CONSTRUCTION DOCUMENTS WITH THOSE ATTHE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING ATTACHMENT,ROBE HOOKS,GRAB BARS, ETC. 3.NO WORK TO COMMENCE UNTIL A BUILDING PERMIT IS ISSUES. 4.THESE PLANS COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CODE. 0 EXIST Lo u_ AST Do 0 NOTE 1: to z ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED 0 UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. 3 .23'SECOND F.F. 0 W_ ILL. HEADER SCHEDULE w o OPENING HEADER — — — — — — 0 UP TO 4'-0" (2)2"X 8"WOOD 4'-0"TO 6'-0" (2)2"X10"WOOD 00 6-0"TO 10'-0" (2)2"X 12"WOOD -ML"(MICROLAM)DESIGNATION EQUALLS LAMINATED VENEER LUMBER. ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A 00 04 PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. qcic-o A f?c" PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER. SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS %.H 0 2 .56'GROUND F.F. DRAWINGS SUBMITTED FOR BUILDING PERMIT. NO WORK TO COMMENCE UNTIL 0417 A 24.86'GRADE 24.22'AVG GRADE PERMIT IS ISSUED OF '24.31'AVG GRADE T ­*N EXIST WOOD E ENERGY CODE COMPLIANCE STATEMENT FRAME REAR PORCH I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED 'PROPOSED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE ELEVATIONS PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH EXIST'WOOD SECTION R105.2.2 OF THE 2020 NYS ECCC. EXIST FRAME REEAR PORCH COPYRIGHT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPOSED SOUTH ELEVATION DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY St'!ff: 1/4"=11'-O" MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. SCALE:1/4-V-0" EXIST CELLAR EGRESS STAIR PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECTS WORK,WITHOUT ARCHITECT"S WRITTEN CONSENT. EXISTING TWO STORY WOOD FRAME DWELLING T -'s OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARITIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. Om ' ��n�������UU��Un��� LEGEND ����n�~� nnx���� nn��n� ' ELEVATION NUMBER DRAWING ' DETAIL NUMBER UA (4EDRAWING NUMBER �~~~ FIR CEILING HEIGHT-SEE PLAN - xem�"N,: -mn wm/n/zmn,^ ppnnA111 Ppr�!Fr7 �������N v���N���� ������NU���&U�� �����NU��K���� 985 TRACK AVE CWTCHOGU[NY1183S DATE'. 04/2026 Pr0JEcTNO, 3525011 80K lmumnmoommmonawn mmnn �^e"mo BUILDING PERMIT mxmm 1;12 3 < � 8 RIDGE BEAM W/NEW 5/8"PLYWOOD 1.THE CONTRACTOR SHALL VERIFY ALL 12" SHEATHING AND R-38 SPRAY FOAM INSULATION IN BUS�NG8NUPROP0S00UNO00NS0N THE CONSTRUCTION DOCUMENTS WITH THOSE/J THE SITE.ANY DISCREPANCIES MUST 8E BROUGHT T0 THE ATTENTION O[ THE ARCHITECT PRIOR l000MMENCING CONSTRUCTION.THE CONTRACTOR SHALL NEW 2X6 WOOD STUDS @ 16 PLYWOOD SHEATHING AND R-38 BATTS 8[RESPONSIBLE FOR DISCREPANCIES NOT REPORTED l0 THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR 1/2"SHEATHING TYPICAL ABOVE DOORS b HIDDEN CONDITIONS WHERE APPLICABLE. Tq -DECORATIVE COMPOSITE FT671 FI-0-0-1 COLUMNS WITH CENTER NEW 36"TALL HANDRAIL NEW 2X4 WOOD STUDS @ 4X4 WOOD POST SEE 1/2 SHEATHING T ;;YPICAL 2.PROVIDE WOOD BLOCKING|NWALL GUARDRAILS 16"O.C.INTERIOR WALL STRAPPING DETAILS. FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING D.C. FASTENEDT02XIO NEW SUB-FLOORING ABOVE GUARDRAILS ATTACHMENT,ROBE HOOKS,GRAB BARS, ACQ LEDGER W/WOOD AND R-30 INSULATION IN F DECKING ABOVE. CAVITY STONE STAIRS RISERS 8 8C. TREAD TO STONE PATIO 1NV WORK T0 COMMENCE UNTIL 4 BUILDING PERMIT|SISSUES. 4.THESE PLANS COMPLY WITH THE020 � |N�K��0NN'8NEK000NS[KVAD0N ^—ex/anmeAwumsw^ra—sooea EXIST POURED CONCRETE CONCRETE SLAB ow GRADE OVER poowomnnwOVER swsr/ma NEW u.rxmxPOURED SUD[� mow(u)zx�n«u0 nM/L VAPOR BARRIER CONCRETE FOOTING TYPICAL r5 FOUNDATION WALL OVER n^ �� »n»ppsooc«m � EXIST POURED cowoe�z _— zo �x/oxx�o^wmspoonso puumm�mmm/ nsxmr/mo � onwonsrcpour/me�/wsr�u ^ ` ~ � ~--, s/�'xwoxon000s�ua^oo 60 �`— /wsnAuwew1«^onwonsrsp/snowr onwcn�EpoonmGnP/c^L - � � DEEP wywmnsaxn*a REQUIRED.SEE DETAIL FOR MORE/mnznm^rmw. �|-- [- -� —� / NOTE i: ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. PROPOSED SECTION �—� ��'�'= ����U���� ����U��U�UUU � HEADER~ ~�~°" �~—^=~°"—°_ OPENING HEADER -------------- —'------ ^mr(wmnomM)DESIGNATION cvo^LSmM/wATEovcwEERmmocn. ENGINEERED LUMBER`nosm/onou`mnwmso MEMBERS wy« PRODUCT GRADE or1yc AND STRENGTH vru.snoPSI. PROVIDE TWO JACK STUDS/r HEADER su'a^onLARGER. Rc PROVIDE ONE JACK STUDS/r HEADER mn'*^npSMALLER. SEE PLANS FOR ADDITIONAL FRAM moINSTRUCTIONS LA 44 DRAWINGS SUBMITTED FOR BUILDING PERMIT. NO 041714 WORK TO COMMENCE UNTIL OF PERMIT IS ISSUED ENERGY CODE COMPLIANCE STATEMENT �������������� �N���������m I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY ���m������ KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE ����N����� PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH COPYRIGHT @ ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY .......PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECTS WRITTEN CONSENT. ol OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE �� BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. W1N ®OV'V AM® ®OOR SC:" EE:) 2'4 7/8" 21$11 ( ANDERSON "1400 SERIES" WINDOWS AND DOORS MANUFACTURE) UNIT UNIT UNIT SIZE SQ. FT. MAX. OPENING SQ. FT. SQ. FT. NUMBER DESCR. R.O. CL.OPN WIDTH HEIGHT GLASS VENT \ /W1 CW145 2'-4 7/8" X 4'-5 3/8 " 6.7 20" 47 15/16" 7.5 7.3 00 W2 CX135 2"-8"X 3'-5 3/8" 5.4 2511/16"3515/16" 6.3 1 8.9 00 1 2 D1 FWG 12068-4 11L-9 3/4 X 6-8 11.43 2113/16 75 5/16 37.04 1 11.43 I LOW DENSITY SPRAY FOAM APPLIED AFTER a 1/2^ a r —= I`_ / - - r�_ WINDOW INSTALLATION _=ate_—J� �I CO CO r r � WINDOW NOTES: STRETCH•N-SEAL STRETCH-N-STEAL &D FD�— '' / ;"$ "•�" WINDOW PAN FLASHING WINDOW PAM FLASHING WINDOW .- ALL WINDOWS MEET PART R303 OF THIE 2020 RESIDENTIAL CODE OF wood sruD - NEW YORK STATE BUILDING FOR LIGHT AND VENTILATION EMERGENCY EGRESS OPENING b STRETCH-N-SEAL Y� ^ y WINDOW PAN FLASHING � 0 TEMPERED GLASS m DRYWALL Ln ALL EGRESS WINDOW HAVE A MIN CLEAR OPENING OF 5.7 SQ FEET. M MIN OPENING HEIGHT OF 24 INCHES.AIND MIN OPENING WIDTH OF 20 WINDOW CONTROL DEVICES REQUIRED FOR N INCHES AND MEET PART R310 OF THE(CODE PLYWOOD SHEATHING Ct'ali 91�dti. Y'iF5I4 C OPERABLE WINDOWS WITH SILL HEIGHT LOCATED LESS THAN 24 INCHES ABOVE FINISHED FINISHED FLOOR ALL WINDOWS AND DOORS TO BE SELECTED BY OWNER.G.C.TO VERIFY ALL ROUGH OPENING WITH DISITRIBUTOR.G.C.TO PROVIDE FLOOR AND GREATER THAN 72 INCHES ABOVE FINISHED GRADE. CONTROL DEVICES TO BE WINDOW SECTION A-A CW145 CX135 SHOP DRAWINGS FOR ARCH APPROVAIL PRIOR TO ORDERING COMPLIANT WITH ASTM F 2090,WHICH WIL NOT �2� CASEMENT CASEMENT SCALE:1/2"-1'-0" ALL WINDOWS IN BATHTUBS,SHOWERS,STAIRWELLS, DOORS AND REDUCE THE NET CLEAR OPENING AREA TO LESS WITH IN 18"OF FINISHED FLOOR TO BE:TEMPERED AS PER CODE THAN REQUIRED FOR EMERGENCY. W1 SECTION R308 W2 ALL WINDOWS AND DOORS OTHER THAN IMPACT GLAZED WINDOWS TOP-SEAL TAPE 11'-9 3/4" -------- AND DOORS TO BE PROTECTED BY 1/2 PLYWOOD PANELS.SEE TOP-SEAIL m OVER-FLAANGE GE TAPE PI`"1l'CT DRAWING A1B FOR SPEC OVER-FLANGE TAPE ALL WINDOWS AND DOORS TO BE ORDIERED WITH SDL GRILLS(IF ESIDEICE APPLICABLE) 3 4 LOW DENSITY SPRAY STRETCH-N-SEAL FOAM APPLIED AFTER WINDOW PAN WINDOW INSTALLATION FLASHING BEYOND i B 985 TRACK AVE CUTCHOGUE NY 11935 STRETCH-N-SEAL STREFCHi-N-SEAL AT€: 04/2026 WINDOW PAN FLASHING WINDOVW PAN FLASHING T:r.,) T . 3525011 B _ A 1 SUBMIT FOR BUILDING PERMIT 10/2025 7 AMMEND BUILDING PERMIT 04/2026 4 TOP-SEAL TAPE WINDOW OVER-FLANGE TAPE F I FINISHED FLOOR WINDOW DETAILS ��1 WINDOW SECTION B-13 SCALE:1/2"-1'-0" SCALE:1/2"-1'-0" FWG 12068-4 1.THE CONTRACTOR SHALL VERIFY ALL FRENCH00D GLIDING PATIO DOOR EXISTING AND PROPOSED CONDITIONS ON THE CONSTRUCTION DOCUMENTS WITH THOSE AT THE SITE.ANY DISCREPANCIES D1 MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. 2.PROVIDE WOOD BLOCKING IN WALL NOTE: DOOR PAN TO BE LEAD-COATED COPPER. PROVIDE FRAMING FOR ALL ACCESSORIES AND INSTALL FOR ALL EXTERIOR DOOR OPENINGS. INCLUDING BUT NOT LIMITED TO:TOWEL POSTS TO BE WHITE OAK ON INTERIOR AND AZEK W/A 4X4 ACQ CENTER POST ON EXTERIOR INTERIOR SIDE BARS,TOILET PAPER HOLDERS,SHELVING SOILID BLOCKING MID 11/2"ROUND WOOD RAIL AT INTERIOR OR �NS�N ATTACHMENT,ROBE HOOKS,GRAB BARS, SPAN TYPICAL o� NEW LIVING RM ZEK/VINYL AT EXTERIOR DG, 2XES EXT.STUDS @ 16"O.C. 5/8"TYPE GYP BOARD NO ANCHOR BOLTS 3. R-2!1 INSULATION COPPER FLASHING AT LOCATION OF BUILDING WORK TO COMMENCE UNTIL A BLDING PERMIT IS ISSUES. 5/8"ANCHOR BOLTS 12"OFF V2"ZIP SHEATHING DOORS EXTERIOR SIDE CORNERS&SPACED AT 36"O.C. TAPE ALL SEAMS WITH NEW 4"CONCRETE SLAB ON 4.THESE PLANS COMPLY WITH THE 2020 ZIP'TAPE GRADE W/loxio W.M. 10^ AND BLUESTONE FINISH a INTERNATIONAL ENERGY CONSERVATION NEW 2X8 FJ SIDING TO BE INSTALLED AS PER MANUFACTURE SPECIFICATIONS 10 TYPICAL DOOR PAN CODE. R-30 BATTS INSULATION 'x m 4"CONCRETE 1 SCALE:NTS SLAB ELEV MIN(ELEVATION+$' THIN SHELF 6X6 ACQ WOOD POST TERMITE SHEILD D"SILL STONE/ STRAPPED AN II SEAL"INSULATION BRICK 6 MIL VAPOR II 1e^MIN. G I TER E (ATE ILS/ WE F R4" II BYGONE VENEER W/ M It PHER- IOTTOPASSTHUDUG BARRIER II BLLUESTONE CAP GRADE 5 8"ANCHOR BOLTS 12" �a" 12 MANUFACTURED POST PRE-ENGINEERED WOOD CONSTRUCTION II — — — M,ti 1 r— CONNECTOR W/ANCHOR BOLT SIGN LOCATION: / 4" CONCRETE SLAB I OFF CORNERS&SPACED c r 1/12 PITCH MIN AT IDENTIFICATION SIGN W/6X6-W1.4XW1.4 (2);2X6 A.C.Q.TOP AT 36"O.C. —_—_ PERIMETER OF POST SIGNS TO BE LOCATED WWFONGRADE I PLAITES w II r-0-z UNEXCAVATED EXIST CONCRETE \ (� ON ELECTRICAL METER p o DIAMETER MOUNTED ON EXTERIOR II a r a FOUNDATION WALL \ f II z o • COMPACTED FILL #4 REBAR \ \\ I II EOF DWELLING XTERIOR WALLOR ON COMPACTED J I #4l VERTICAL REBAR a z�o \ q COLOR TO BE FILL II IN FFOUNDATION f a w NEW 8"THICK POURED \\ I� I 14"OR 8"POUR z REFLECTIVE WHITE METER TO OBSTRUCT II CONCRETE FOUNDATION \ti (4)#5 REBAR POURED _ SIGN NOTADJACENT TO METER II WAkLLS z " S. WALL \ #4 REBAR VERTICAL&(4)03 I CONCRETE PIER \ \ HORIZONTAL CAG3E a II p d � COLOR TO BE NEW CONTINUOUS II II REFLECTIVE RED " \\ E II EXIST CONCRETE 36'MIN. \\ PANTONE(PMS)#187 (3)'#4 REBAR CONT.2" CONCRETE FOOTING FOOTING _ I II e �O 0 0 FRCOM BOTTOM ro — — — 0 0 0 0 0 _ — — — — _ COMPACTTED TOP OF FLOOR OR TRADITIONAL AZEK I I SIGNS CAN BE — — — — — FILL II II PLATEFORM POST W/4X4 ACQ I PURCHASED ON (3)#4 REBAR CONT.2" COMPACTED WD POST IN CENTER L J WWW.TRUSSID.ORG 16"CON..10-1.- 16^ FROM BOTTOM f IP FILL 18"MIN INTERIOR)OR J ZEIK/VINYLTE OAK((EXTERIOR) 1/2 1^ BOTTOM RAIL ANCHOR INTO STRUCTURE 4 TYPICAL FOUNDATION WALL (DETAIL 5 TYPICAL EXTERIOR STAIR DETAIL NSEE UMBERVOFIRSERSR s STEPPED FOOTING DETAILS 7 PIER2 DETAIL(TYPICAL) 8 GUARDRAIL DETAIL PRE-ENGINEERED WOOD CONST ID SIGN SCALE:1/2"-1'-0" SCALE:�/2"-1'-0" SCALE:NTS SCALE::1/2'-1'-0" SCALE:N.T.S SCALE:1/2"-1'-0• INSTALL 36"WIDE"GAF""WEATHER ! f7 WATCH"SELF ADHESIVE RUBBERIZED ` �l 0 4f NEW 2X10 ROOF 'ROOF MEMBRANE TO SHEATHING RAFTERS @ 16"O.C. ALL VALLEYS,GABLE,AND SOFFIT j SEE PLAN ENDS TO RECEIVE"GAF""WEATHER SLOPE VARY WATCH"SELF ADHESIVE RUBBERIZED asp SEE ELEVATIONS 5/8" ROOF MEMBRANE DIRECTLY TO NEW q PLYWOOD SHEATHING PRIOR TO PLYWOOD INSTALLATION OF FELT PAPER AND SHEATHING PLUMBING WET WALLS TO FALL ROOF SHINGLES.TYPICAL BETWEEN NEW FLOOR JOISTS TO NOTE:SOFFIT OVERHANGS VARY IN ALL VALLEYS,GABLE,AND SOFFIT ELIMINATE OVER CUTTING OF ROOF SHINGLES OVER 30LB FELT FLOOR JOISTS TO ACCOMMODATE O INSTALL"ICE SHIELD" DEPTH.FASCIA BOARD TO BEAT SAME ENDS TO RECEIVE"GAF""WEATHER FASTEN PER MANUFACTURER SPEC.MIN ELEVATION ACROSS THE OVERHANGS WATCH"SELF ADHESIVE RUBBERIZED 30LB FELT PLUMBING CONNECTIONS 24" 4 FASTENERS PER STRIP SHINGLE. AND ARCH VARIES ROOF MEMBRANE DIRECTLY TO NEW INSTALL 26 GA OWNER TO SELECT SHINGLES. PLYWOOD SHEATHING PRIOR TO CEDAR ROOF — —NEW 2X8 ROOF ALUMINUM VALLEY SHINGLES WOOD FLOOR JOISTS @ 16"O.C. RAFTERS @ 16"O.C. INSTALLATION OF FELT PAPER AND FLASHING 22"WIDE MIN NEW 5/8"ADVANTECH SHEATHING SEE PLAN ROOF SHINGLES.TYPICAL OVER MEMBRANE "DOUBLE WOOD FLOOR JOIST TYP NEW(2)2X6 TOP PLATES SLOPE VARY SEE ELEVATIONS r TYP VALLEY DETAIL_ 6 FRAMING DETAIL TYP 4 SCE St " BATTS INSULATION IN I I ROOF SHINGLES OVER 30LB FELT FASTEN PER 2"\ 1 SCALE:1 -1'-0" 1 SCALE:3/2'-i'-0" ROOF RAFTER CAVITY NEW 6"LCC GUTTERS W/3"ROUND MANUFACTURER SPEC.MIN 4 FASTENERS PER LEADERS AT ALL CORNERS STRIP SHINGLE.OWNER TO SELECT SHINGLES. STRAP @ 1 P STRONG TIE LSTA ET I t L STRAP @ 16"O.C. 2 X 6"WOOD FASCIA W/1X6"AZEC"OR NEW 5/8"ADVANTECH SHEATHING NEW ML RIDGE BEAM.SEE PLAN FOR "TYVEX"HOUSE WRAP OVER "SIMPSON"H2A CLIPS WOOD FASCIA SIZE AND FOR LOCATION 16"O.C.TYPICAL CONT.RIDGE VENT FLASHING WITH SIDING NEW"AZEC"OR WOOD CROWN AND NEW(2)2X8 ML HEADER 1"BAFFLES BETWEEN TOP OF FASCIA BOARD NEW ROOF RAFTERS @ 16"O.C. INSULATION AND ROOF INSTALL 26 GA ALUMINUM NEW 1/2"GYP BOARD FLASHING AND COUNTER ALL PARTITIONS THAT ARE SEE PLAN FOR LOCATION SHEATHING FOR VENTILATION FLASHING AS REQUIRED 4" INSTALLED PARALLEL WITH FLOOR 2 X 6 STUDS @ 16"O.C. NEW CONY.CENTER SQUARE BEAD 5/8"CDX WATERPROOF NEW SIDING.SEE MATERIAL LIST FOR WHERE REQUIRED LEGS MIN JOISTS TO RECEIVE(2)FLOOR VARIES SIDING TO BE USED "AZEC"OR WOOD SOFFIT PLYWOOD SHEATHING / \ ARCH ASPHALT ROOF SHINGLES 30L6 D ARCH JOISTS BELOW PARTITION TYPICAL 1/2"CDX PLYWOOD SHEATHING NEW 6"LCC GUTTER W/3X4 \ TO MATCH EXISTING ROOF SHINGLES NOTE: NEW VINYL OR WOOD LEADERS AT ALL CORNERS \ 30 LB FELT UNDERLAY WOOD FLOOR JOISTS @ 16"O.C. TAPE ALL JOINTS SOFFIT OVERHANGS VARY IN SQUARE BEAD BOARD \ WITH ZIP TAPE DEPTH.FASICA BOARD TO BE AT SOFFIT / / \\ 5/8'PLYWOOD M DOUBLE WOOD FLOOR JOIST TYP WI WITH INSULATION SAME ELEVATION ACROSS ALL 2 X 6"WOOD FASCIA W/1X6 \ SHEATHING OVERHANGS VINYL OR WOOD CLAD FASCIA \ 2 X 6 WOOD BLOCKING @ NEW WOOD COLUMN TO BE MIDPOINT OF STUDS TYP INSTALLED.OWNER TO SELECT TYP FLASHING DETAIL FRAMING DETAIL TYP , COLUMN ( 15 17 SCALE:1/2'-1'-0" SCALE:1/2"-1'-0" TYPICAL SOFFIT DETAIL @ CAITHEDRAL CEILING COVERED PORCH DETAIL 13 NON STRUCTURAL RIDGE DETAIL 11 12 SCALE:Vr-I-.' SCALE:1/2"-1-.- SCALE:1/2"-I-W Y Ton ' q 'a LO i a s n r ° s ♦♦ ♦ 04p ♦♦♦a♦ ♦1♦• ♦♦ ♦ ♦ 41- 1♦�